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Home My WebLink About400 S Baldwin Ave - 2025 - American EagleAEO 2053 04/11/25 PROJECT: AEO 2053 Santa Anita, CA REV 3 BG PROJECT # 32557 Delta # 3 NOTE: The General Contractor shall obtain approval of the Construction Project Manager before beginning the Work defined in this Narrative. SUMMARY: DELTA 3: REVISION FOR BUILDING DEPARTMENT COMMENTS ARCHITECTURAL A.0.002 – DRAWING INDEX DRAWING INDEX • Added sheet S.0.100 SHELVING PLAN. ELECTRICAL MECHANICAL PLUMBING FIRE PROTECTION STRUCTURAL S.0.100 – SHELVING PLAN Added this sheet End Of Narrative Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 LEVEL X OF X SCOPE OF WORK: INTERIOR TENANT FINISH AMERICAN EAGLE OUTFITTERS DESIGNS, MARKETS AND SELLS ITS OWN BRAND OF LAIDBACK, CURRENT CLOTHING TARGETING 15 TO 25 YEAR-OLDS, PROVIDING HIGH-QUALITY MERCHANDISE AT AFFORDABLE PRICES. AE'S ORIGINAL COLLECTION INCLUDES STANDARDS LIKE JEANS AND GRAPHIC TS AS WELL AS ESSENTIALS LIKE ACCESSORIES, OUTERWEAR, FOOTWEAR, BASICS AND SWIMWEAR. ALL NEW TENANT WORK IS TO BE COMPLETED IN [MALL NAME]. ALL DEMISING PARTITIONS ARE TO BE CONSTRUCTED OF METAL FRAMING AND FIRE RATED DRYWALL FROM FLOOR TO DECK ABOVE. THE HVAC SYSTEM WILL BE INSTALLED WITH ALL NEW INSULATED DUCTWORK AND THERMOSTATS. A NEW ELECTRIC SERVICE WILL BE INSTALLED WITH ALL NEW WIRING, PANELS, FIXTURES, AND NECESSARY EQUIPMENT. [QTY] NEW ACCESSIBLE TOILET ROOM(S) WILL BE INSTALLED IN ADDITION TO A NEW DRINKING FOUNTAIN AND NECESSARY PLUMBING. ALL INTERIOR WALL PARTITIONS WILL BE CONSTRUCTED OF METAL FRAMING AND FIRE RATED DRYWALL. ALL INTERIOR STORE DESIGN ELEMENTS WILL BE PREFABRICATED MILLWORK SUPPLIED. ALL NEW CONSTRUCTION WILL BE INSTALLED PER LANDLORD AND BUILDING DEPARTMENT APPROVED DRAWINGS AND SPECIFICATIONS. TENANT COORDINATOR PATRICIA APEL PHONE: 626-462-8504 FAX: PATRICA@SHOPSATSANTAANITA.COM RIDERWOOD USA 400 S. BALDWIN AVE. SUITE 231 ARCADIA, CA 91007 LANDLORD ALARM SYSTEM SECURITAS EMAIL: VICTOR.MAHON@SECURITASES.COM Phone-513-258-1208 ANTI-THEFT SYSTEM NEDAP INC. EMAIL: projects@ppstg.com SECURITY CONSULTANT CAMERA SYSTEM RETAILNEXT EMAIL: ae@retailnext.net INTERIOR TENANT FINISH SITE PLAN aerie SPACE NO. 748-L AMERICAN EAGLE OUTFITTERS SPACE NO. 748-L TENANT AMERICAN EAGLE OUTFITTERS, INC. 77 HOT METAL STREET PITTSBURGH, PA 15203 PHONE: 412-432-3300 JOHN TIERNEY PHONE: 412-432-3348 TIERNEY@AE.COM IMPORTANT NOTE: WHERE APPLICABLE, ALL PREVIOUS TENANT SURVEY DATA HAS BEEN POSTED TO THIS TENANT'S PROCORE SITE. G.C. SHALL REVIEW PREVIOUS TENANT SURVEY DATA AS REQUIRED TO ENSURE ALL ASPECTS OF CONSTRUCTION ARE ACCOUNTED FOR, REGARDLESS OF INFORMATION CONTAINED WITHIN THESE DOCUMENTS. A/V CONSULTANT PRO-MOTION TECHNOLOGY PHONE: 248-668-3100 AEO@PROMOTION.TECH SHOPS AT SANTA ANITAMALL 400 S BALDWIN AVE, ARCADIA, CA, 91007 PROJECT INFORMATION IMPORTANT NOTE: UPON PROJECT COMPLETION, G.C. SHALL PLACE A COMPLETE SET OF FINAL AS-BUILT DRAWINGS INTO PLAN HOLDER AS INDICATED BY DETAIL 'H/F.0.300' AREA ANALYSIS AREA m2 FT2 % AE SALES AREA 479.4 5,160 37% AE FITTING ROOMS 36.4 392 3% AERIE SALES AREA 221.2 2,381 17% AERIE FITTING ROOMS 54 581 4% OFFLINE SALES AREA 216.6 2332 17% OFFLINE FITTING ROOMS 31.9 343 2% STOCK ROOM 190.1 2046 15% TOILET ROOM(S)14 151 1% BREAK ROOM 11 118 1% EGRESS CORRIDOR 26.4 284 2% OTHER 0 0 0% TOTAL 1,280. 9 13,788100% PAGING SYSTEM CONSULTANT ALERT TECH EMAIL: service@alerttech.net SIGN CONSULTANT SIGN INNOVATION 50 HALSTEAD BLVD. SUITE 17 ZELIENOPLE, PA 16063 PHONE: 724-452-8699 EMAIL: AEO@signinnovation.com TIM ADKINS PHONE: 412-432-3548 ADKINST@AE.COM RETAIL DESIGN MANAGERFIELD REPRESENTATIVE STORE NUMBER:2053 SPACE NUMBER:748-L NOTE: SEE SHEET 'A.0.002' FOR DRAWING INDEX. OFFLINE SPACE NO. 748-L IMPORTANT NOTE: JOB SUPERINTENDENT SHALL, UPON COMPLETION OF THE PROJECT, PROVIDE TENANT WITH NO LESS THAN THE FOLLOWING DIGITAL PHOTOGRAPHS; MINIMUM OF THREE (3) PICTURES OF EACH STOREFRONT FACADE, ONE (1) 'HEAD ON' SHOT AND ONE (1) FROM EACH CONCOURSE APPROACH; MINIMUM OF ONE (1) PICTURE OF EACH SALES AREA ELEVATION, FOUR (4) MINIMUM PER 'ROOM', TWELVE (12) MINIMUM FOR ENTIRE SALES AREA; MINIMUM OF ONE (1) PICTURE OF EACH INTERIOR FITTING ROOM ELEVATION, INCLUDING VESTIBULE, PASSAGE, AND SEATING AREA (IF APPLICABLE); MINIMUM OF FOUR (4) PICTURES OF THE STOCKROOM ELEVATIONS SHOWING SHELVING, ALL EQUIPMENT, LADDER SYSTEM (IF PROVIDED), BREAK ROOM (IF PROVIDED) AND TOILET ROOM(S); MINIMUM FOUR (4) INTERIOR PICTURES OF PUBLICLY ACCESSIBLE TOILET ROOMS (IF APPLICABLE); PICTURES OF EGRESS CORRIDOR AND ELECTRICAL PANELS; MINIMUM REQUIRED PICTURES FOR SPECIAL DETAILS AND ELEMENTS AS SO SPECIFIED THROUGHOUT THE PLANS (NOTED WITH ). JOB SUPERINTENDENT IS NOT PERMITTED TO VACATE THE SITE UNTIL SUCH PICTURES ARE PROVIDED TO TENANT VIA PROCORE IMPORTANT NOTE: ·ALL CONTRACTORS & SUB-CONTRACTORS SHALL BE RESPONSIBLE TO REVIEW ENTIRE DOCUMENT SET, INCLUDING ALL DISCIPLINES (ARCH, MECH. ELEC, PLUMB, ETC.) REGARDLESS OF BASE TRADE, TO ENSURE THAT ALL COMPONENTS ARE PROPERLY CONSTRUCTED. THE MAXIMUM PENALTY ALLOWED BY LAW WILL BE ENFORCED UPON FINGER-POINTING FOR MISSED CONSTRUCTION DETAILS. ·IF CONFLICTING DETAILS OR CONDITIONS ARE FOUND WITHIN THIS DRAWING SET, G.C. SHALL BE RESPONSIBLE TO NOTIFY TENANT REP. IMMEDIATELY. G.C. SHALL NOT PROCEED WITH FURTHER WORK UNTIL RECEIVING PROPER DIRECTION FROM TENANT REP. PROJECT DESCRIPTION :TENANT IMPROVEMENT - CLOTHING STORE OCCUPANCY CLASSIFICATION: M - MERCANTILE NO REQUIRED SEPARATION BETWEEN SALES AREA AND STOCK ROOM PER CBC SECTION 508.2.4 AND TABLE 508.4 MEANS OF EGRESS OCCUPANT LOAD: (TABLE 1004.5) SALES AREA (11,189) x 1 PERSON/60 SF= 187 PERSONS STOCKROOM (2,599) x 1 PERSON/300 SF = 9 PERSONS TOTAL OCCUPANCY LOAD= 196 PERSONS NUMBER OF TOILET FACILITIES REQUIRED:2 UNISEX NUMBER OF TOILET FACILITIES PROVIDED:2 UNISEX NUMBER OF STORIES:1 STORY FIRE SUPPRESSION SYSTEM:FULLY SPRINKLERED (CONNECTED TO MALL'S MAIN. - SPRINKLER DRAWINGS TO BE SUBMITTED FOR PERMIT BY SPRINKLER CONTRACTOR.) CONSTRUCTION TYPE:TYPE IIB SPRINKLERED APPLICABLE CODES:2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA ACCESSIBILITY CODE ARCHITECT ROGERS, AR 72756 1805 N 2ND STREET 479-653-5004 SUITE 5285 MECHANICAL ENGINEER ELECTRICAL ENGINEER 479-636-5004 ROGERS, AR 72756 1805 N 2ND STREET 479-636-5004 ROGERS, AR 72756 1805 N 2ND STREET SUITE 5274 SUITE 3842 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.0.001 CO V E R S H E E T & P R O J E C T IN F O R M A T I O N 4/ 1 1 / 2 0 2 5 3 : 2 8 : 4 0 P M V 2 . 0 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 ARCHITECTURAL A.0.001 COVER SHEET & PROJECT INFORMATION A.0.020 A.0.021 AEO FINISH & MATERIAL SCHEDULES A.0.030 ARCHITECTURAL SPECIFICATIONS A.0.052 BARRICADE DETAILS F.0.200 F.0.300 F.1.400 STOCKROOM SHELVING DETAILS STOCKROOM FIXTURE DETAILS SALES /FITTING AREA FIXTURE DETAILS F.1.800 AE MOBILE CASH WRAP DETAILS F.0.201 STOCKROOM SHELVING DETAILS F.1.801 AE MOBILE CASH WRAP DETAILS F.1.500 VIDEO MONITOR DETAILS A.0.022 AERIE FINISH & MATERIAL SCHEDULES A.0.300 OVERALL STOREFRONT ELEVATION FIXTURES A.0.051 BARRICADE DETAILS A.0.024 OFFLINE FINISH & MATERIAL SCHEDULES A.0.002 DRAWING INDEX A.1.300 STOREFRONT ELEVATIONS A.1.400 A.1.401 A.1.500 A.1.600 INTERIOR ELEVATIONS A.1.601 INTERIOR ELEVATIONS STOREFRONT PLAN SECTION STOREFRONT SECTIONS A.1.510 STOREFRONT DETAILS A.1.501 STOREFRONT SECTIONS DOOR ELEVATIONS & DETAILSA.1.730 AE FITTING ROOM ELEVATIONS & DETAILSA.1.720 A.1.721 TRIM & MISCELLANEOUS DETAILS SIGN SHOP DRAWINGSA.1.800 SIGN SHOP DRAWINGSA.1.801 A.1.710 AE ACCESSIBLE FITTING ROOM DETAILS STOREFRONT PLAN SECTION DRAWING INDEX A.2.300 STOREFRONT ELEVATIONS A.2.400 STOREFRONT PLAN SECTION A.2.401 STOREFRONT DETAILS A.2.500 STOREFRONT SECTIONS A.2.510 STOREFRONT DETAILS A.2.600 INTERIOR ELEVATIONS A.2.700 TRIM, COLUMN & MISCELLANEOUS DETAILS FITTING ROOM DETAILS & ELEVATIONSA.2.720 DOOR ELEVATIONS & DETAILSA.2.730 DOOR ELEVATIONS & DETAILSA.2.731 SIGN SHOP DRAWINGSA.2.800 F.2.400 F.2.401 F.2.800 AERIE CASH WRAP DETAILS AERIE SALES/FITTING AREA FIXTURE DETAILS A.2.501 STOREFRONT SECTIONS AERIE SALES/FITTING AREA FIXTURE DETAILS A.4.300 STOREFRONT ELEVATIONS A.4.400 STOREFRONT PLAN SECTION A.4.500 STOREFRONT VERTICAL SECTIONS A.4.510 STOREFRONT DETAILS A.4.600 INTERIOR ELEVATIONS A.4.700 TRIM, COLUMN & MISCELLANEOUS DETAILS A.4.740 PREFAB. DISPLAY WALL DETAILS FITTING ROOM DETAILS & ELEVATIONSA.4.720 A.4.721 ACCESS. FITTING ROOM DETAILS & ELEV. DOOR ELEVATIONS & DETAILSA.4.730 SIGN SHOP DRAWINGSA.4.800 SIGN SHOP DRAWINGSA.4.801 A.4.745 PREFAB. EXPERIENCE MOMENT DETAILS A.4.750 PREFAB. PAVILION ASSEMBLY DETAILS A.4.751 A.4.752 PREFAB. PAVILION ASSEMBLY DETAILS F.4.400 F.4.800 OFFLINE P.O.S. DETAILS OFFLINE SALES/FITTING AREA FIXTURE DETAILS A.4.401 STOREFRONT PLAN SECTION A.4.501 STOREFRONT VERTICAL SECTIONS PREFAB. VIDEO SCREEN PANEL DETAILS GENERAL FINISH & MATERIAL SCHEDULES A.0.140 FIXTURE PLAN A.0.090 A.0.100 FRAMING PLAN REFLECTED CEILING PLAN DETAILS & SCHEDULES DEMOLITION FLOOR PLAN A.0.205 A.0.120 MILLWORK & FLOOR FINISH PLAN A.0.150 TOILET ROOM DETAILS DRAPERY & CARPET PLANA.0.220 DRAPERY DETAILSA.0.225 A.0.105 PARTITION SECTION DETAILS A.0.151 BREAK ROOM DETAILS REFLECTED CEILING PLANA.0.200 A.0.125 FLOOR FINISH DETAILS A.0.170 EMERGENCY EGRESS ACCESSIBILITY PLAN PR E L I M . D R A W I N G SU B M I T T A L 11 / 1 9 / 2 4 A.0.010 GENERAL NOTES & RESPONSIBILITY SCHEDULE A.0.101 FRAMING PLAN NOTES & SCHEDULES A.0.171 EMERGENCY EGRESS ACCESSIBILITY NOTES A.0.091 DEMOLITION NOTES A.1.402 STOREFRONT PLAN SECTION A.1.602 INTERIOR ELEVATIONS A.1.722 FITTING ROOM BENCH DETAILS DOOR ELEVATIONS & DETAILSA.1.731 AMKIT POLY WALL STD DETAILSA.1.761 AMKIT FRAMING WALL RAKED DETAILSA.1.762 GO BACK WALL - LM-23A.1.775 AMKIT CLOSET - 24IN D. HEADER DETAILS LM-1_J, LM-1_K A.1.764 AMKIT SKATEBOARD WALL BW DETAILS - LM-8A.1.770 A.1.763 AMKIT STUD WALL DETAILS - LM-5 SKATEBOARD RAMP 8"W DETAILS - LM-7_XA.1.780 A.1.781 A.1.782 SKATEBOARD RAMP 8"W DETAILS - LM-7_X SKATEBOARD RAMP 8"W DETAILS - LM-7_X AMKIT WALL CRATE DETAILS - LM-2 A.1.768 A.2.502 STOREFRONT SECTIONS BACK WRAP SURROUND ASSEMBLY DETAILSA.2.750 DOOR ELEVATIONS & DETAILSA.4.731 F.1.401 SALES /FITTING AREA FIXTURE DETAILS F.2.500 PREFAB DISPLAY SCREEN ASSEMBLY DETAILS A.1.786 METAL SUPPORT DETAIL A.0.054 BARRICADE DETAILS M.0.010 M.0.011 M.0.100 M.0.101 GENERAL MECHANICAL SPECIFICATIONS MECHANICAL PLAN MECHANICAL PLAN E.0.010 ELECTRICAL SPECIFICATIONS P.0.100 PLUMBING SPECIFICATIONS & DETAILS MECHANICAL ELECTRICAL PLUMBING ENERGY MANAGEMENT SYSTEM FIRE PROTECTION PLAN, SPEC'S & DETAILS FIRE PROTECTION (SPRINKLER) T.0.001 EMS COVER SHEET FP.0.100 E.0.100 E.0.200 E.0.300 ELECTRICAL REFLECTED CEILING PLAN ELECTRICAL FLOOR PLAN ELECTRICAL NOTES & SCHEDULES E.0.400 ELECTRICAL DETAILS T.0.100 T.0.200 T.0.300 T.0.400 T.0.401 FLOOR EQUIPMENT PLAN EMS RISER DIAGRAM EMS MAIN INTERFACE PANEL TYPICAL RTU CONTROLLER INPUT WIRING E.0.500 LOW VOLTAGE FLOOR PLAN E.0.501 LOW VOLTAGE NOTES T.0.301 INTERFACE PANEL LIGHTING LOAD SCHEDULES TYPICAL RTU CONTROLLER OUTPUT WIRING T.0.302 MAIN INTERFACE PANEL PERIPHERALS TITLE 24 T24.001 TITLE 24 CALCULATIONS GENERAL MECHANICAL SPECIFICATIONS IN I T I A L D R A W I N G SU B M I T T A L 11 / 1 9 / 2 4 E.0.101 ELECTRICAL LIGHTING NOTES E.0.102 ELECTRICAL SCHEDULES E.0.201 E.0.301 ELECTRICAL FLOOR PLAN ELECTRICAL NOTES & SCHEDULES E.0.502 LOW VOLTAGE DETAILS T24.002 TITLE 24 CALCULATIONS T24.003 TITLE 24 CALCULATIONS T24.004 TITLE 24 CALCULATIONS T24.005 TITLE 24 CALCULATIONS M.0.200 MECHANICAL DETAILS E.0.103 EMERGENCY LIGHTING PHOTOMETRIC PLAN GE N E R A L RE V I S I O N 1 01 / 3 0 / 2 5 (FOR REFERENCE ONLY) STRUCTURAL S.0.100 SHELVING PLAN GE N E R A L RE V I S I O N 3 04 / 1 1 / 2 5 A.0.126 PAINT FINISH PLAN A.2.301 PREFAB. STOREFRONT ARCH ASSEMBLY SLAT DISPLAY WALL ASSEMBLY DETAILSA.2.740 A.0.004 CALGREEN FORMS A.0.005 CALGREEN FORMS A.0.006 CALGREEN FORMS A.0.007 CALGREEN FORMS GE N E R A L RE V I S I O N 1 01 / 3 0 / 2 5 ACCESSIBLE FITTING ROOM DETAILS & ELEVATIONSA.2.721 SHEET INDEX -ADDED A.2.721 -ADDED E.0.103 GE N E R A L RE V I S I O N 2 03 / 1 1 / 2 5 GE N E R A L RE V I S I O N 2 03 / 1 1 / 2 5 GE N E R A L RE V I S I O N 3 04 / 1 1 / 2 5 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.0.002 DR A W I N G I N D E X 4/ 1 1 / 2 0 2 5 3 : 3 8 : 3 3 P M V2 . 0 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 RE V I S E D P E R B D C O M M E N T S 3 04 / 1 1 / 2 5 3 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 A.0.004 XSCAD CA L G R E E N F O R M S 4/ 1 1 / 2 0 2 5 3 : 2 8 : 4 7 P M V 1 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 A.0.005 XSCAD CA L G R E E N F O R M S 4/ 1 1 / 2 0 2 5 3 : 2 8 : 4 9 P M V 1 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 RE V I S E D P E R B D C O M M E N T S 1 10 / 1 6 / 2 4 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 A.0.006 XSCAD CA L G R E E N F O R M S 4/ 1 1 / 2 0 2 5 3 : 2 8 : 5 2 P M V 1 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 RE V I S E D P E R B D C O M M E N T S 1 10 / 1 6 / 2 4 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 A.0.007 XSCAD CA L G R E E N F O R M S 4/ 1 1 / 2 0 2 5 3 : 2 8 : 5 6 P M V 1 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 RE V I S E D P E R B D C O M M E N T S 1 10 / 1 6 / 2 4 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: THE USE OF CONTRACTORS SHALL BE DICTATED BY THE TERMS AND CONDITIONS OF THE LEASE AGREEMENT. BASE WALLS CEILING DOORS FINISHES THERMAL / MOISTURE PROTECTION CARPENTRY GENERAL REQUIREMENTS SITE WORK CONCRETE SLAB MASONRY METALS FLOOR RESPONSIBILITY SCHEDULE METAL STUDS FURNISHINGS MECHANICAL SPECIALTIES & EQUIPMENT STOREFRONT PREFABRICATED LIGHT BOX (WHERE OCCURS) ELECTRICAL STOCK ROOM SHELVING 11 12 13 MISC. FURNITURE MILLWORK FIXTURES / FURNITURE 15 LIGHT BOX MILLWORK FIXTURES / SURROUND SUPPLIED AND INSTALLED BY SIGN CONSULTANT 14 08 09 INSTALLEDFURNISHED TE N A N T LA N D L O R D LA N D L O R D EX I S T I N G TE N A N T DO E S N O T A P P L Y G. C . G. C . TEMPORARY ELECTRIC BARRICADE CONSTRUCTION GRAPHICS PERMITS AND FEES TEMPORARY HEAT CLEAN UP TEMPORARY ENCLOSURE STORE PHOTOS INSURANCE JOB PHONE INSPECTION / COORDINATION 01 IT E M S DESCRIPTION 02 DEMOLITION CORE DRILL/TRENCH SLAB 03 CONCRETE SLAB REPAIR CONCRETE REINFORCEMENT MISC. CONCRETE WORK 04 CONCRETE BLOCK MISC. MASONRY WORK 05 DEMISING PARTITIONS FRAMING FOR DRYWALL CEILINGS/SOFFITS INTERIOR PARTITIONS ROOF TOP FRAMING FOR HVAC MISC. STRUCTURAL FRAMING/METAL FURRING STOREFRONT FRAMING 06 07 INCLUDES DEMISING WALL REPAIR BLOCKING (F.R.T. AS REQUIRED) PREFABRICATED MILLWORK COMPONENTS PLYWOOD (F.R.T. AS REQUIRED) PREFABRICATED FITTING ROOM PARTITIONS SEALANTS VAPOR BARRIER(S) CAULKING INSULATION WATERPROOFING ENTRY DOOR / GRILLE STOCK ROOM DOOR TOILET ROOM DOOR SERVICE DOOR FITTING ROOM DOOR DOOR HARDWARE LAMINATE FLOORING CERAMIC / PORCELAIN TILE TRAVERTINE / STONE TILE RESILIENT VINYL FLOORING CARPETING CONCRETE WOOD BASE & SHOE VINYL COVE BRICK / STONE ACOUSTIC TILE GYPSUM BOARD WOOD PLANKS / CEILING BEAMS PAINT GYPSUM BOARD METAL BASE PAINT WOOD PLANKS / MILLWORK PANELS CERAMIC / PORCELAIN TILE METAL PANELS WALL PAPER / SPECIAL GRAPHICS BRICK / STONE HARDWOOD FLOORING FABRIC COVERINGS MALL TILE / FLOORING TRANSITION STRIP REMARKS METAL STUDS ONLY, IF NOT EXISTING INCLUDES NOISE / DUST PROTECTION SEE NOTE THIS SHEET SUSPENDED CEILING GRID SYSTEM COORDINATED BY G.C. FINISHED BY G.C. REFER TO FINISH SCHEDULES COMMERCIAL GRADE CERAMIC TILE AT TOILET ROOM INCLUDES LEVELING AND PATCHING AS REQUIRED SIDEWALK CONCRETE SLAB EXPANSION JOINT MATERIAL QUARTZITE BRICK STONE TILE PLASTER COMMERCIAL GRADE CERAMIC TILE AT TOILET ROOM BY G.C. STRUCTURAL STEEL METAL FIXTURES / ACCESSORIES MISC. SITE WORK MISC. CARPENTRY PLYWOOD AT STOREAGE DECK FURNISHED BY TENANT MOUNTING NAILERS FURNISHED BY TENANT MISC. THERMAL / MOISTURE PROTECTION SAW CUTS AS REQUIRED, BY G.C. AS REQUIRED BRICK VENEER (IF APPLICABLE) PLASTER FINISH (IF APPLICABLE) QUARTZITE VENEER (IF APPLICABLE) STONE VENEER (IF APPLICABLE) 10 AUDIO / VIDEO SYSTEM SIGNAGE FIRE EXTINGUISHERS (2A10BC) TOILET ROOM ACCESSORIES MIRROR GLASS STOREFRONT GLASS ALUMINUM STOREFRONT SYSTEM STOREFRONT MATERIALS/FINISHES WINDOW DECALS COORDINATED BY G.C., INSTALLED BY A/V CONSULTANT COORDINATE LOCATIONS WITH FIRE MARSHAL SUPPLIED BY SIGN CONSULTANT FAUX & DISPLAY CASE GLASS SUPPLIED BY MILLWORK SUPPLIER GLASS CLAMPS IF REQUIRED: FRUN. BY TENANT, INST. BY G.C. (IF APPLICABLE ) ALUMINUM GLAZING CHANNEL (IF APPLICABLE ) (IF APPLICABLE ) TRANSOM GLASS @ DOOR OPENINGS (IF APPLICABLE) SEE A.1.730 SHEET SERIES ROLLING GRILLE INST. BY TENANT / DOORS INST. BY GC / DOOR GLAZING FURN. & INST. BY G.C. MIRROR GLASS (MILLWORK COMPONENTS) MIRROR GLASS (FIXTURE COMPONENTS) REFER TO MECHANICAL DOCUMENTS FOR RESPONSIBILITY INFORMATION REFER TO TOILET ROOM DETAILS ('A.0.150' DRAWING SERIES) FOR RESPONSIBILITY INFORMATION REFER TO ELECTRICAL DOCUMENTS FOR RESPONSIBILITY INFORMATION TOILET ROOM FIXTURES GENERAL NOTES 29. THIS CONTRACTOR SHALL COORDINATE ALL WORK ON THE SIGN AND SIGN LIGHTING WITH E.C. AND TENANT. THE SIGN WILL BE FURNISHED BY TENANT, SAFE HANDLING, STORAGE AND INSTALLATION SHALL BE THE RESPONSIBILITY OF THE G.C. REPAIR OF ANY DAMAGE TO THE SIGN. WILL BE UNDER THE DIRECTION OF TENANT AT THE G.C.'S EXPENSE. 30. THE G.C. SHALL COORDINATE THE PAINTING OF THE LIGHTING FIXTURES AND OTHER SPECIAL EQUIPMENT DETAILED IN THE FINISH SCHEDULE SEE ALL SPECS. 31. THIS CONTRACTOR SHALL COORDINATE WITH THE LANDLORD (AND OTHERS AS REQ'D.) FOR THE ERECTION OF BARRICADES, MOVEMENT OF MATERIALS, TRASH REMOVAL. 32. TENANT SHALL FURNISH WOOD FLOORING, SIGN, LIGHT FIXTURES, DECALS, DETEX ALARM, SLOTTED STANDARD IN METAL STUD ASSEMBLY AND MILLWORK PACKAGE ALL OF WHICH ARE TO BE INSTALLED BY THE CONTRACTOR. 33. THIS CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR ALL FINISHED FLOORS DURING CONSTRUCTION, IN PARTICULAR ALL FLOORS SHALL BE PROTECTED AS FOLLOWS PRIOR TO THE ARRIVAL OF STORE FIXTURES, WOOD FLOORS SHALL BE COVERED COMPLETELY WITH 70 LB. KRAFT PAPER. CARPET SHALL BE COVERED WITH 4 MIL VISQUEEN CERAMIC TILE SHALL BE COVERED WITH 1/4" PLYWOOD. 34. TENANT SHALL FURNISH, PRIOR TO OPENING, ABC TYPE FIRE EXTINGUISHERS OF SIZE REQUIRED BY LOCAL CODES. 35. IF APPLICABLE, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR AND THE LANDLORD THE LOCATION AND SIZE OF RETURN AIR OPENINGS IN THE DEMISING WALLS ABOVE THE CEILING THIS CONTRACTOR SHALL PROVIDE A REAMING SECURITY SCREEN OVER THESE OPENINGS OF 1"x1" WIRE MESH. 36. THE GENERAL CONTRACTOR SHALL FIELD MEASURE THE LEASED PREMISES AND PROVIDE TENANT A DRAWING WITH ACCURATE ACTUAL DIMENSIONS, PARTICULARLY VERIFY DIMENSIONS IN THE AREA OF THE STOREFRONT. NOTIFY TENANT OF ANY DISCREPANCIES AND PROBLEMS THAT MAY OCCUR IMMEDIATELY. 37. THIS CONTRACTOR SHALL PROVIDE EXPANSION JOINTS IN THE HARDWOOD FLOOR STOREFRONT, WALLS ETC. AS SHOWN OR REQUIRED EXPANSION JOINT IN HARDWOOD FLOOR SHALL BE THE RUBBER OR NEOPRENE TYPE, SET FLUSH WITH THE HARDWOOD FLOOR IN EITHER SIDE. 38. FURRING CHANNELS SHALL BE GALVANIZED, METAL STUDS SHALL BE 20 GAUGE MIN. GALVANIZED STEEL WITH MATCHING TRACKS IN WIDTHS AS SHOWN ON THESE DRAWINGS. USE MINIMUM 20 GAUGE (OR AS INDICATED) LOAD BEARING METAL STUDS WHERE INDICATED. METAL 'C' JOISTS SHALL BE 14 GAUGE WITH APPROPRIATE CONNECTORS AND FASTENERS. WELD CONNECTIONS AS INDICATED OR REQUIRED 39. IF EXISTING G.C. SHALL REPAIR ANY FIRE PROOFING ON EXISTING STRUCTURAL STEEL MEMBERS WHETHER IT BE SPRAY-ON OR OTHER. 40. PRIOR TO BID SUBMISSION AND COMMENCEMENT OF WORK, THE G.C. SHALL MAKE A SITE VISIT TO THE EXISTING SPACE TO REVIEW DEMOLITION/SALVAGE REQUIREMENTS. COORDINATE ALL DEMOLITION WITH TENANT'S MANAGER OF CONSTRUCTION AND LANDLORD'S FIELD REPRESENTATIVE. 41. NOTHING SHALL BE ATTACHED TO OR SUSPENDED FROM ROOF DECK ABOVE. G.C. SHALL BRACE/SECURE FROM TOP CHORD OF JOIST OR STRUCTURAL STEEL ONLY. GENERAL NOTES (CONT'D) GENERAL CEILING NOTES TURN OVER REQUIREMENTS 1. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S/TENANT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEE SHALL BE REPLACED BY WORK CONFORMING TO THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 2. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE FOR WHATEVER REASON UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION. 4. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE TENANT, FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 5. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. 6. UPON NOTIFICATION OF COMPLETION OF THE WORK AND DELIVERY OF THE CONTRACTOR'S PUNCH-LIST THE TENANT SHALL PREPARE A PUNCH-LIST OF CORRECTIONS, UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR AGREEMENT. 7. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED, MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS U.O.N. 8. COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT IN THE BUILDING. AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING OPERATIONS BY COMPLYING WITH THE BUILDING'S REGULATIONS REGARDING SCHEDULING AND USE OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT, AND DEBRIS. 9. PROVIDE PROTECTION TO ALL EXISTING FINISHES IN ALL SPACES WITHIN OR ADJACENT TO THE SCOPE OR WORK AND THE TENANT'S SPACE. THE CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. ALL ON-SITE MATERIAL STORAGE SHALL BE INSIDE THE DEMISED PREMISES. 11. CORRECT ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION WHICH AFFECT THE SCOPE OF WORK THIS INCLUDES BUT IS NOT LIMITED TO UNEVEN SURFACES AND FINISHES AT DRYWALL OR DAMAGED FIREPROOFING. PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES. 12. THE ARCHITECT/TENANT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE JOB SITE IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION OR DEMOLITION, STOP WORK AND CONTACT TENANT FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. 13. ALL REQUIRED EXITS SHALL BE OPERABLE FROM INSIDE, WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE. 14. EXIT DOORS AT STOREFRONT TO HAVE SIGN ON TOP RAIL STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1" [25] HIGH WHITE LETTERS ON A TRANSPARENT BACKGROUND. LOCKING DEVICE TO BE OF THE TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. 15. ALL ROOF DECK PENETRATIONS AND EXTERIOR WALL OPENINGS SHALL BE GUARANTEED BY THE CONTRACTOR TO BE WATERTIGHT FOR A MINIMUM PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION OF ALL WORK UNDER THIS CONTRACT. 16. SEALANT, CAULKING AND FLASHING, ETC. LOCATIONS SHOWN ON DRAWINGS ARE NOT INTENDED TO BE INCLUSIVE. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND STANDARD INDUSTRY AND BUILDING PRACTICES. 17. ALL CONCEALED SPACES CREATED BY FURRING BEHIND BUILT-IN CASE WORK AND PANELING SHALL HAVE FIRE BLOCKING (MINERAL FIBER OR APPROVED ALTERNATE) SO THAT NO VOID EXCEEDS 10' VERTICALLY OR HORIZONTALLY. 18. FIRE BLOCKING SHALL BE INSTALLED IN CONCEALED SPACES FORMED BY FLOOR SLEEPERS IN AREAS OF NOT MORE THAN 100 SQUARE FEET - 9.3 SQUARE METERS. 19. ALL BUILT-IN CASES AND PANELING SHALL MEET A MINIMUM CLASS III FLAME SPREAD (76-200 FLAME SPREAD INDEX). PLYWOOD SHALL BE STAMPED WITH UL LABEL. 20. CONTRACTOR SHALL LEAVE PREMISES AND ALL AFFECTED AREAS CLEAN AND \ORDERLY, READY FOR OCCUPANCY. THIS INCLUDES CLEANING OF ALL GLASS (INSIDE AND OUTSIDE) AND FRAMES, BOTH NEW AND EXISTING. 21. ALL WORK SHALL BE PERFORMED IN A PROFESSIONAL, WORKMANLIKE MANNER AND SHALL CONFORM TO ALL STATE, FEDERAL, AND LOCAL CODES. INDUSTRY ORGANIZATION STANDARDS, OR AS REQUIRED BY LANDLORD. OTHERWISE CONTRACTOR WILL BE HELD LIABLE TO CORRECT ANY MISTAKES NOT COMPLYING TO THESE CODES AND ORGANIZATIONS AS MENTIONED. 22. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ONE COMPLETE COPY OF THE CURRENT SPECIFICATIONS AND ALL ADDENDA MUST BE KEPT AT THE JOB AT ALL TIMES. NO EXTRAS OR EXTENSIONS WILL BE GRANTED FOR FAILURE TO FOLLOW THE SPECS. 23. AS A GENERAL RULE, DIMENSIONS ARE TAKEN FROM MAJOR SURFACES OR PANEL SURFACES, NOT FROM THE PROJECTIONS OF MOLDINGS APPLIED TO THE SURFACE OR EDGE. MOLDING PROJECTIONS VARY, BUT MOST ARE 1/4" [6] TO 3/8" [10] BEYOND THE FACE. 24. ALL BLOCKING ABOVE CEILING OR IN PARTITIONS SHALL BE 'NONCOMBUSTIBLE' APPLY 'FLAMORT' FIRE RETARDANT COATINGS WHERE NECESSARY TO MEET CODES OR LANDLORD REQUIREMENTS - SEE SPECIFICATIONS. 25. THIS CONTRACTOR SHALL MAINTAIN ALL FIRE RATINGS AS REQUIRED BY CODES. BY THE LANDLORD AN HIS FIRE UNDERWRITER. 26. STRUCTURAL FRAMING MEMBERS FOR THE STOREFRONT AND INTERIOR AREAS SHALL BE LOAD BEARING STUDS. THIS CONTRACTOR SHALL COORDINATE WITH THE LANDLORD ON LOCATIONS, WEIGHT, AND METHOD OF ATTACHMENT OF ALL LOADS IMPOSED ON THE OVERHEAD STRUCTURE. ANY FIREPROOFING THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION. 27. ALL NAIL, SCREW, AND FASTENER HOLES SHALL BE FILLED AND SANDED SMOOTH, READY FOR PAINTING JOINTS IN MATERIAL SHALL BE KEPT TO A MINIMUM AND SHALL BE AT CORNERS WHEN POSSIBLE JOINTS IN EXPOSED FACES SHALL BE TIGHT AND FLUSH JOINTS SHOULD BE PLANNED TO FALL BEHIND MOLDING. ALL EXPOSED JOINTS SHALL BE FILLED AND SANDED. 28. ALL OUTSIDE CORNERS WHICH ARE VISIBLE AND ARE NOT COVERED BY MOLDINGS. SHALL BE MITERED, TRUE AND TIGHT, EXPOSED EDGES OF PLYWOOD SHALL NOT BE PERMITTED. 1. THE CONTRACTOR IS TO ARRANGE FOR ALL INSPECTIONS AND FURNISH THE STORE MANAGER WITH THE CERTIFICATE OF OCCUPANCY. ALSO, PROVIDE A LIST OF NAMES, ADDRESSES, AND TELEPHONE NUMBERS FOR ALL SUBCONTRACTORS, INCLUDING ALL OWNER PROVIDED SUBCONTRACTORS. BOTH ITEMS TO BE MOUNTED IN SEPARATE PICTURE FRAMES (8 1/2" [216] x 11" [279]) ON TOILET ROOM PARTITION, ADJACENT TO DOOR AT 5'-0" [1524] A.F.F. TO BOTTOM OF FRAME AND ONE COPY OF EACH SHOULD GO TO TENANT'S DIRECTOR OF CONSTRUCTION. 2. PRIOR TO STORE OPENING, THE CONTRACTOR IS TO ARRANGE FOR A CERTIFIED INDEPENDENT BALANCING CONTRACTOR TO BALANCE H.V.A.C. SYSTEM. CONTRACTOR IS TO PROVIDE THE LANDLORD AND TENANT WITH A COPY OF THE BALANCE REPORT. 3. IF REQUIRED BY LANDLORD, CONTRACTOR SHALL SECURE THE NECESSARY APPROVAL OF STORES SPRINKLER SYSTEM FROM LANDLORD'S FIRE INSURANCE CARRIER. 4. TURN OVER ALL KEYS TO STORE MANAGER CLEARLY MARKING EACH KEY FOR IDENTIFICATION. 5. EXPLAIN OPERATION OF ALL MECHANICAL SYSTEMS TO STORE MANAGER. 6. INSTALL REMAINING OWNER SUPPLIED FIXTURES AND HARDWARE ARRIVING ON MERCHANDISE TRUCK. 7. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE TRASH CONTAINER FOR ALL INITIAL MERCHANDISE PACKING PRIOR TO STORE OPENING. 8. G.C. SHALL REMOVE ALL EXCESS BUILDING MATERIALS FROM SITE PRIOR TO STORE OPENING. 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSIONS SYSTEM, ETC. NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWING. 2. PROVIDE CEILING ACCESS PANELS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. 3. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED DRYWALL AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 4. NOTIFY TENANT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURE, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING LOCATIONS AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE TENANT PRIOR TO FRAMING. 5. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ANY AND ALL OTHER APPLICABLE ITEMS. INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS SO AS NOT TO CONFLICT WITH LUMINARIES AND ANY AND ALL FIELD CONDITIONS. 6. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE OILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT COMPLETION. 7. INSTALL THE SUSPENDED CEILING ACCORDING TO THE RECOMMENDATIONS OF THE CEILING SYSTEM MANUFACTURER. 8. CONTRACTOR SHALL PROVIDE ALL LATERAL BRACING, COMPRESSION STRUTS AND HOLD-DOWN CLIPS, AS REQUIRED BY THE GOVERNING JURISDICTION, FOR ALL SUSPENDED CEILING AND SOFFIT FRAMING CONDITIONS. 9. VERIFY ABILITY OF EXISTING STRUCTURE ABOVE TO SUPPORT THE NEW SUSPENDED CEILING SYSTEM AND INCLUDED EQUIPMENT. 10. INSTALL ADDITIONAL BACKING PLATES/BLOCKING AND SUSPENSION WIRES AT ALL EQUIPMENT ATTACHED DIRECTLY TO THE NEW SUSPENDED CEILING SYSTEM AND NOT INDIVIDUALLY SUPPORTED OTHERWISE. . DEFINITIONS . TENANT - AMERICAN EAGLE OUTFITTERS, INC. G.C. - GENERAL CONTRACTOR LANDLORD - MALL'S LANDLORD NOTE: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND PROVIDING ALL MATERIALS REQUIRED FOR PERFORMING THEIR TRADE. G.C. SHALL BE RESPONSIBLE FOR ENSURING ALL SAID MATERIALS ARE INCLUDED IN EACH SUBCONTRACTORS BID. TENANT WILL NOT BE RESPONSIBLE FOR ANY "EXTRA" INCURRED AS A RESULT OF ABOVE. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 0 1 P M V 2 . 0 A.0.010 GE N E R A L N O T E S & RE S P O N S I B I L I T Y S C H E D U L E Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 17-964 PPG SEAL GRIP LATEX PRIMER/FINISH FLAT WHITE GENERAL FINISH & MATERIAL SCHEDULES CEILINGS AS INDICATED WALLS AND TRIM AS INDICATED LOCATION [P-1] [P-3] [P-4] PAINT SCHEDULE APPLICATIONTYPEDESCRIPTION WALLS: TWO (2) COATS, ROLLED OVER [PR-1] OR [PR-2] [PR-3]SHERWIN WILLIAMS ARMORSEAL 8100 WATER BASED EPOXY FLOOR COATING, (B70-8160 SERIES), (REDUCED WITH ONE PINT OF WATER PER GALLON) SHERWIN WILLIAMS PREMIUM WALL & WOOD INTERIOR LATEX PRIMER (B28W8111) [PR-1] ALL WOOD MATERIALS TO BE PAINTED ENTIRE STORE U.O.N. STOCK ROOM, EGRESS CORRIDOR BARE CONCRETE FLOOR TWO (2) COATS, ROLLED OVER [PR-1] ONE (1) COAT, SPRAY APPLIED ONE (1) COAT, ROLLED SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER (B28W2600) [PR-2] ALL DRYWALL ENTIRE STORE U.O.N. ONE (1) COAT, SPRAY APPLIED SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL (B20W12651 SERIES) SW#7006 'EXTRA WHITE' SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX FLAT (B30W12651 SERIES) SW#7006 'EXTRA WHITE' SHERWIN WILLIAMS ARMORSEAL 8100 WATER BASED EPOXY FLOOR COATING #B70A08160 "HAZE GRAY" SATIN STOCK ROOM, EGRESS CORRIDOR FLOORS AS INDICATED TRIM AS INDICATED[P-2]TWO (2) COATS, BRUSHED OVER [PR-2]SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS (B31W02651 SERIES) SW#7006 'EXTRA WHITE' [PR-4]SHERWIN WILLIAMS LOXON CONCRETE & MASONRY PRIMER (LX02W50)EXTERIOR BRICK AS INDICATED ONE (1) COAT, SRAY OR BRUSH APPLIED LOCATION PUBLICLY ACCESSIBLE TOILET ROOM(S) [B-1] [B-2]4" HIGH WHITE, COMMERCIAL GRADE CERAMIC SANITARY COVE BASE WITH WHITE GROUT. FURNISHED AND INSTALLED BY G.C. 4" HIGH BLACK VINYL COVE BASE FURNISHED AND INSTALLED BY G.C. STOCK ROOM, EGRESS CORRIDOR AND TOILET ROOM(S) BASE SCHEDULE PROFILETYPEDESCRIPTION .0 8 0 " LOCATION [M-1] METAL SCHEDULE TYPE DESCRIPTION PROFILE FLAME SPREAD CLASS A FLAMESPREAD ASTM E 648 CLASS A FLAMESPREAD FLAME SPREAD STOREFRONT CLASS A FLAMESPREAD 3/4" [19] x 3/4" [19] ALUMINUM REVEAL BLACK FINISH - FURNISHED AND INSTALLED BY G.C. (BLIND FASTENED) LOCATION [WD-1] [WD-2] WOOD SCHEDULE PROFILETYPE COMMERCIAL GRADE SHEET VINYL "WHITE" OVER WATERPROOF MEMBRANE FURNISHED AND INSTALLED BY G.C..0 8 0 " DESCRIPTION TOILET ROOM APPLICATIONS AS INDICATED LOCATION 4" X 4" WHITE, COMMERCIAL GRADE CERAMIC TILE WITH WHITE GROUT. FURNISHED AND INSTALLED BY G.C.[T-1] MASONRY SCHEDULE TYPE DESCRIPTION PROFILE LOCATION STOCK ROOM, EGRESS CORRIDOR[FC-2] [FC-3] EXPOSED CONCRETE - PAINT [P-4] TOILET ROOM(S) FLOOR SCHEDULE PROFILETYPEDESCRIPTION MIRROR(S) ENTRY DOOR AND STOREFRONT GLASS LOCATION 1/4" [6] LOW-IRON TEMPERED MIRROR GLASS [GL-1] [GL-4] GLASS SCHEDULE TYPE DESCRIPTION PROFILE FLAME SPREAD FLAME SPREAD ASTM E 648 CLASS A FLAMESPREAD CLASS A FLAMESPREAD FLAME SPREAD FLAME SPREAD CLASS A FLAMESPREAD CLASS A FLAMESPREAD CLASS C FLAMESPREAD (140) "ARCHITECTURAL GRADE" MEDIUM DENSITY FIBERBOARD (MDF) PRE-PRIMED BY MILLWORKER STOREFRONT GLASS1" [26] INSULATED CLEAR TEMPERED SAFETY STOREFRONT GLASS[GL-3]CLASS A FLAMESPREAD CLASS C FLAMESPREAD (175) 14" [6 ] 1/4" [6] CLEAR TEMPERED SAFETY STOREFRONT GLASS MISC. TRIM AND MILLWORK AS INDICATED SOLID STOCK #2 COMMON PAINT GRADE YELLOW POPLAR, SURFACED 2 SIDES, UNSANDED. STOCK ROOM AREAS AS INDICATED LOCATION USG 'FISSURED' 2'X4' SQUARE EDGE ACOUSTICAL TILE #562, COLOR #050 'FLAT WHITE'; USG DX SERIES 15/16" STANDARD PROFILE GRID, COLOR #050 'FLAT WHITE'.[CT-1] CEILING FINISHES TYPE DESCRIPTION EDGE PROFILE CLASS A FLAMESPREAD FLAME SPREAD LOCATION PRIMER SCHEDULE APPLICATIONTYPEDESCRIPTION [PR-5]SHERWIN WILLIAMS EXTERIOR LATEX WOOD PRIMER (B42W08041)EXTERIOR WOOD FINISHES AS INDICATED ONE (1) COAT, SRAY OR BRUSH APPLIED 34" [1 9 ] 4" [102] 4" [102] 14" [ 6 ] VA R I E S VARIES VA R I E S VARIES 14" [ 6 ] 4" [102] 1" [2 5 ] CONCRETE TOPPING BY G.C. SHALL BE APPLIED TO EXISTING SLAB PER MANUFACTURE'S RECOMMENDATIONS. SEE SPECIFICATIONS ON SHEET 'A.0.030' - COORDINATE WITH TENANT FIELD REP. [FC-1]SALES AREA AS INDICATED [PR-6]ONE (1) COAT, SRAY OR BRUSH APPLIEDAS INDICATED MISC. TRIM AND MILLWORK AS INDICATED SOLID STOCK CHARACTER GRADE OAK, SURFACED 2 SIDES, UNSANDED.[WD-3]MISC. TRIM AND MILLWORK AS INDICATED VA R I E S VARIES CLASS C FLAMESPREAD (100) 14" [6 ] STOREFRONT GLASS3/8" [10] CLEAR TEMPERED SAFETY STOREFRONT GLASS 38" [1 0 ] [GL-2]CLASS A FLAMESPREAD TRIM: TWO (2) COATS, BRUSHED OVER [PR-2] PREVIOUSLY PAINTED SURFACES: TWO (2) COATS, ROLLED BARE CONCRETE: TWO (2) COATS, ROLLED OVER [PR-3] NOTE: WALL, FLOOR, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11 NOTE: ALL ROLLED FINISHES CAN BE SPRAYED FIRST BUT MUST BE BACK ROLLED FOR FINAL FINISH NOTE: ALL WOOD FINISH FLOORING IS CEMENTED DIRECTLY TO THE TOP SURFACE OF AN EXISTING FIRE-RESISTANCE-RATED FLOOR ASSEMBLY PER CBC 603.1.5, 805.1.2. NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET ARE REQUIRED, SEE ARCHITECTURAL DRAWINGS FOR FINISHES USED AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.0.020 GE N E R A L F I N I S H & MA T E R I A L S C H E D U L E S 4/ 1 1 / 2 0 2 5 3 : 2 9 : 0 5 P M V 2 . 0 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 GLASS MATERIAL SELECT PREFABRICATED WALLS AS INDICATEDPREFAB MULTIWALL POLYCABONATE PANEL (FROSTED OPAQUE)[GL-1e]CLASS A FLAMESPREAD LOCATION PROFILETYPE FLAME SPREADDESCRIPTION AMERICAN EAGLE FINISH & MATERIAL LEGEND MASONRY FINISHES LOCATION PROFILETYPE FLAME SPREADDESCRIPTION 58" [1 6 ] MIXED OAK HARDWOOD, MILLED SMOOTH FINISH, EXTREME MATTE COMMERICAL FINISH, COLOR: CUSTOM COLOR C17065 TINTED TOP COAT, OVER EXISTING FLOORING OR DIRECT TO CONCRETE AND RADIANT HEAT. FURN & INST. BY TENANT. G.C. SHALL COORDINATE. (MANUFACTURED EXCLUSIVELY FOR AEO) FLOOR FINISHES LOCATION PROFILETYPE FLAME SPREADDESCRIPTION [FC-1e] [FC-3e] SALES AREA AS INDICATED (SEE FLOOR FINISH PLAN) SALES AREA ENTRY (EXTERIOR ENTRY ONLY) SUPERNOP 52 TILE ENTRY MAT - 19-11/16" X 19-11/16" TILES - ZINC. FURNISHED BY TENANT, INSTALLED BY G.C. PER MANUFACTURER RECOMMENDATION. TILES TO BE INSTALLED IN 1/4 TURN PATTERN [FC-4e] AS INDICATED (SEE FLOOR FINISH PLAN) ASTM E 648 CLASS A FLAMESPREAD716 " [1 1 ] 6" [152]VENEERED FLOOR SYSTEM (6" [152] KEMBER, BIRCH, STAINED TO MATCH SW#7655 'STAMPED CONCRETE') INST. OVER EXISTING FLOORING, SEE A.0.103. FURN. & INST. BY TENANT, G.C. SHALL COORDINATE. (MANUFACTURED EXCLUSIVELY FOR AEO) 1'-0" [305] 14" [6 ] NOTE: ALL ROLLED FINISHES CAN BE SPRAYED FIRST BUT MUST BE BACK ROLLED FOR FINAL FINISH. NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET ARE REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR FINISHES USED. [P-1e] [P-2e] PAINT FINISHES LOCATIONTYPEDESCRIPTION APPLICATION [P-3e]SHERWIN WILLIAMS PRO INDUSTRIAL MULTI-SURFACE ACRYLIC EG-SHEL (B66T01564 SERIES) 'AE BLUE' - CUSTOM MATCH PANTONE 296 U SHERWIN WILLIAMS COLOR FORMULA SPECS ** 1 GALLON FORMULA ** CCE COLORANT W1-WHITE B1-BLACK L1-BLUE R3-MAGENTA OZ - 2 2 2 32 34 25 60 12 64 - - - - 128 - - - - [B-1e] BASE MATERIAL LOCATION PROFILETYPE FLAME SPREADDESCRIPTION [PR-1e] WHITE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.SALES AREA 4 1/2" [114]34" [1 9 ] CLASS C FLAMESPREAD (175) [FC-2e] SALES AREA AS INDICATED (SEE FLOOR FINISH PLAN) [FC-5e]ENTRY PORTAL AND CUSTOMER TOILET ROOM(S) EAST VILLAGE HDP, STUYVESANT CHARCOAL, EVG40, SIZE: 12"x24" CERAMIC TILE WITH 1/8" WIDE, UNSANDED GROUT JOINTS, SUMMITVILLE SILVER GRAY #570, FURNISHED BY TENANT, INSTALLED BY G.C. CLASS C FLAMESPREAD58" 5" CLASS C FLAMESPREAD58" 5" LOCATION [WD-1e] WOOD FINISHES PROFILETYPE FLAME SPREADDESCRIPTION WHITE OAK NATURAL[WD-2e] RADIATA PINE AE WHITE WASHED STAIN WS2B10 6161077SD SEALER; HP WW CV FLAT MC 127021 CLASS C FLAMESPREAD CLASS C FLAMESPREAD CLASS C FLAMESPREAD[WD-3e]RADIATA PINE MINWAX BLUE MW1070 SOLID - HP WW CV GLAT MC 127021 CLASS C FLAMESPREAD[WD-5e] CLASS C FLAMESPREAD[WD-7e]HIGH GLOSS LACQUER PMS 296C MATCH CERUSED WHITE OAK, BRUSH STROKES - SW 7757 HIGH REFLECTIVE WHITE + PRIME [WD-9e]WHITE PAINTED WOOD - SW 7757 HIGH REFLECTIVE WHITE + PRIMER CLASS C FLAMESPREAD[WD-10e]WHITE PAINTED WOOD - SW 7757 HIGH REFLECTIVE WHITE + PRIMER (1LAYER ONLY, BASE) CLASS A FLAMESPREAD[WD-11e]RACKED WHITE PAINTED PLASTER - SW 7757 HIGH REFLECTIVE WHITE + PRIMER CLASS C FLAMESPREAD MILLWORK - FITTING ROOMS, FLOOR FIXTURES, DISPLAY WALLS AS INDICATED MILLWORK - CEILING GRID/PERGOLA MILLWORK - BACK WRAP, SKATEBOARD RAMP, COLUMN WRAP MILLWORK - OAK BEAMS CASH WRAP AND BACK WRAP FIXTURES MILLWORK - PERIMETER WALLS BASE ONLY MILLWORK - PERIMETER WALLS [PR-1e]SHERWIN WILLIAMS EXTREME BOND PRIMER (B51-1150 SERIES) *COLOR TO WORK WITH [P-1e] PAINT AS INDICATED ONE (1) COAT, BRUSHED [PR-2e]EXTERIOR STOREFRONT WOOD ONE (1) COAT, SPRAY APPLIED [PR-3e]EXTERIOR STOREFRONT BRICK ONE (1) COAT, SRAY OR BRUSH APPLIED [PR-9e]AS INDICATED ONE (1) COAT, SPRAY APPLIED PRIMER FINISHES 2'-0" [610] 9M M CLASS A FLAMESPREAD CLASS A FLAMESPREAD SHERWIN WILLIAMS TBD SHERWIN WILLIAMS EXTREME BOND PRIMER (B51-1150 SERIES) *COLOR TO WORK WITH P-9E PAINT TOILET ROOM WALLS[T-1e]CLASS A FLAMESPREAD MSI - MIDNIGHT DARK BLUE 3" X 6" MATTE GLASS WALL TILE WITH 18" WIDE, UNSANDED GROUT JOINTS, SUMMITVILLE SILVER GRAY #570 FURN. BY TENANT, INST. BY G.C. [BR-1e]--- BACKWRAP BRICK - PEP 630, 163000, DOVE GRAY, BL030 MOD VEL 105152 - STACKED CONFIGURATION, SIZE: 2-1/4" TALL, 7-5/8" LENGTH, 916" THICK, GROUT COLOR - SUMMITVILLE, FROST WHITE, 510, GROUT 38" THICK [BR-2e] 9/ 1 6 " CORNER BRICK FLAT BRICK STOREFRONT AND INTERIOR APPLICATIONS AS INDICATED INDIVIDUAL BRICK PIECES APPLIED TO DRYWALL OR PLYWOOD SUBSTRATE WITH LATICRETE HEAVY DUTY THINSET. 3/8" MORTAR JOINTS, APPLY MORTAR WITH TILE FLOAT. ALLOW TO DRY A BIT, USE STIFF BROOM TO KNOCK LOOSE MORTAR FROM BRICK. VENEER SANDS NO TEXTURED BRICK 38" [10] 758" [194] 34" [1 9 ] 758" [194] 34" [1 9 ] 358" [ 9 2 ] METAL FINISHES LOCATION PROFILETYPE FLAME SPREADDESCRIPTION INTERIOR METALS AS INDICATEDRAL 9002 GREY WHITE SMOOTH MATTE TIGER DRYLAC 0910890[MT-1e]---PROFILE VARIES INTERIOR METALS AS INDICATEDANODIZED BRASS, PPB-1500, PRISMATIC POWDERS[MT-5e]---PROFILE VARIES INTERIOR METALS AS INDICATED[MT-10e]--- FIELD APPLIED FINISH BY GC - TBD - COLOR: CUSTOM MATCH PANTONE 296 PROBOND PAINT FINISH - CUSTOM MATCH PMS 2377, GC TO FURNISH AND INSTALL PROBOND PAINT FINISH - 'AE' BLUE' - CUSTOM MATCH PANTONE 296, GC TO FURNISH AND INSTALL CASHWRAP + STOREFRONT FITTING ROOMS STOREFRONT METAL VINYL FINISHES LOCATION PROFILETYPE FLAME SPREADDESCRIPTION MILLWORK BACK PANELSACROVYN WOODGRAINS, SNOWED NEW OAK #1603. PANEL SIZE - 8'-0"H X 4'-0"W[V-1e]------ 38"7-5/8" FITTING ROOMS, AS INDICATED, TOILET ROOM WALLS ABOVE TILE TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [PR-12e] [PR-12e]AS INDICATED ONE (1) COAT, SPRAY APPLIEDSHERWIN WILLIAMS EXTREME BOND PRIMER (B51-1150 SERIES) *COLOR TO WORK WITH P-12E PAINT SHERWIN WILLIAMS EXTREME BOND PRIMER (B51-1150 SERIES) *COLOR TO WORK WITH P-1E PAINT [P-16e]SHERWIN WILLIAMS FLOOR-PLEX 7100 PRIMER (B70W410 FOR BARE CONCRETE)STOCK ROOM, EGRESS CORRIDOR FLOOR ONE (1) COAT, ROLLED BLUE - MIXED OAK HARDWOOD, MILLED SMOOTH FINISH, EXTREME MATTE COMMERICAL FINISH, COLOR: CUSTOM COLOR - BLUE, OVER EXISTING FLOORING OR DIRECT TO CONCRETE AND RADIANT HEAT. FURN & INST. BY TENANT. G.C. SHALL COORDINATE. (MANUFACTURED EXCLUSIVELY FOR AEO) 7. 9 M M 6" ACCESSIBLE RESTROOMSROUTED CONTINUUM, TWO-TONE PURE WHITE ON ION, 610STPK[V-2e]------ [W-1e] WOOD MATERIAL KEY LOCATION PROFILETYPE FLAME SPREADDESCRIPTION [PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.STOREFRONT FACADE 4"34" [1 9 ] [W-2e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.STOREFRONT FACADE 1 1/2" 1" 6 1/8" 34" 6" 4" 12" 1 14" 2 34" 12" VARIES 2 12" 34" [W-3e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.STOREFRONT FACADE [W-4e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.STOREFRONT FACADE [W-5e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.STOREFRONT FACADE [W-6e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.STOREFRONT FACADE [W-7e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.STOREFRONT FACADE [W-8e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.STOREFRONT FACADE [W-10e][PR-1e] WHITE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.SHIPLAP (VERTICAL INSTALLATION) [B-2e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.SALES AREA, FITTING ROOMS, EGRESS CORRIDOR VARIES34" [1 9 ] CLASS C FLAMESPREAD (175) 4" 58" [W-11e][PR-1e] WHITE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.SHIPLAP (HORIZONTAL INSTALLATION)38" [W-12e][PR-1e] WHITE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.SHIPLAP (VERTICAL INSTALLATION) [W-13e]WD-1e CEILING TRIM, FURNISHED BY TENANT, INSTALLED BY G.C.SALESFLOOR MILLWORK 8" 34" [W-14e]WD-1e CEILING TRIM, FURNISHED BY TENANT, INSTALLED BY G.C.MILLWORK CEILING TRIM 3" 34" [W-15e][PR-9] BLUE POPLAR BASE. FURNISHED BY TENANT, INSTALLED BY G.C.MILLWORK CEILING TRIM 3" 34" INTERIOR METALS AS INDICATEDDARK BLUE POWDER COAT, PRISMATIC POWDERS, CW BLUE, PSB 6520 / SOLID TONES[MT-9e]---PROFILE VARIES HOT-ROLLED STEEL (MILL FINISH) CLEAN GROUND WELDS, NO HEAT MARKS, CLEAR MATTE POWDER COAT - TIGER 016-00030 CLASS A FLAMESPREADPROFILE VARIES NOTE: WALL, FLOOR, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11 SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS (B31W02650 SERIES) SW#7757 'HIGH REFLECTIVE WHITE' WALLS AND TRIM AS INDICATED WALLS: TWO (2) COATS, ROLLED, OVER [PR-1] OR [PR-2] TRIM: TWO (2) COATS, BRUSHED, OVER [PR-2] WALLS: TWO (2) COATS, ROLLED, OVER [PR-1] OR [PR-2] TRIM: TWO (2) COATS, BRUSHED, OVER [PR-2] WALLS AND TRIM AS INDICATED SHERWIN WILLIAMS COLOR FORMULA SPECS ** 1 GALLON FORMULA ** CCE COLORANT W1-WHITE B1-BLACK L1-BLUE R3-MAGENTA OZ - 2 2 2 32 34 25 60 12 64 - - - - 128 - - - - [P-4e] SHERWIN WILLIAMS COLOR FORMULA SPECS ** 5 GALLON FORMULA ** CCE COLORANT W1-WHITE B1-BLACK L1-BLUE R3-MAGENTA OZ 4 12 18 10 32 42 61 44 60 64 - - - - 128 - - - - STOREFRONT TWO (2) COATS, BRUSH OR SPRAY THEN BACK BRUSH, OVER [PR-9e] SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS (B20T02654 SERIES) - CUSTOM MATCH PANTONE 2377 C SHERWIN WILLIAMS COLOR FORMULA SPECS ** 1 GALLON FORMULA ** CE COLOR CAST W1-WHITE G2-NEW GREEN N1-RAW UMBER R3-MAGENTA OZ - 4 - 4 32 60 11 21 - 64 - 1 - - 128 1 1 1 1 SHERWIN WILLIAMS COLOR FORMULA SPECS ** 5 GALLON FORMULA ** OZ 8 20 2 20 32 45 58 42 1 64 - 1 - - 128 1 1 1 1 CE COLOR CAST W1-WHITE G2-NEW GREEN N1-RAW UMBER R3-MAGENTA [P-5e] PROBOND PAINT FINISH - WHITE - SW7757 HIGH REFLECTIVE WHITE, GC TO FURNISH AND INSTALL REFRESH - FITTING ROOM DOORS SHERMAN WILLIAMS | EXTERIOR DARK BLUE STOREFRONT PAINT PRIMER: LATEX WATERBASED WOOD PRIMER; B42W8141 (TINTED TO MATCH TOPCOAT) TOP COAT: EMERALD EXTERIOR ACRYLIC LATEX PAINT GLOSS - ULTRA DEEP BASE; K49T54 [P-6e] [P-7e] [P-8e] [P-9e] SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX FLAT (B30W12650 SERIES) SW#7757 'HIGH REFLECTIVE WHITE'CEILINGS AS INDICATED DRYWALL CEILINGS: TWO (2) COATS, ROLLED OVER [PR-1] OPEN CEILINGS: TWO (2) COATS, SPRAYED OVER [PR-2] NOTE: GC TO LEAVE BEHIND (1) UNOPENED GALLON FOR STORE MAINTENANCE AND TOUCH-UP CLASS C FLAMESPREAD CLASS C FLAMESPREAD CLASS C FLAMESPREAD NOTE: ALL WOOD FINISH FLOORING IS CEMENTED DIRECTLY TO THE TOP SURFACE OF AN EXISTING FIRE-RESISTANCE-RATED FLOOR ASSEMBLY PER CBC 603.1.5, 805.1.2. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.0.021 AE O F I N I S H & M A T E R I A L SC H E D U L E S 4/ 1 1 / 2 0 2 5 3 : 2 9 : 0 7 P M V 2 . 0 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 19.5 X 39 COTTO D'ESTE ULTRAWHITE LARGE FORMAT GLOSSY TILE, TIGHT BUTT JOINTS WITH NO GROUT. #511 ARCTIC WHITE GROUT, IF REQ'D. FURNISHED BY TENANT, INST. BY G.C.5. 5 m m STOREFRONT AND OTHER APPLICATIONS AS INDICATED AERIE ARC FINISH & MATERIAL SCHEDULES SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL (B20T02654 SERIES) SW#6439 'GREENFIELD' WALLS AS INDICATED LOCATION [P-1a] PAINT SCHEDULE APPLICATIONTYPEDESCRIPTION TWO (2) COATS, ROLLED, OVER [PR-1] OR [PR-2]SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL (B20W12651 SERIES) SW#7003 'TOQUE WHITE' [P-2a] [P-4a] LOCATION BASE SCHEDULE PROFILETYPEDESCRIPTION LOCATION METAL SCHEDULE TYPE DESCRIPTION PROFILE FLAME SPREAD FLAME SPREAD CEILINGS AS INDICATED LOCATION [WD-1a] WOOD SCHEDULE PROFILETYPEDESCRIPTION LOCATION [T-1a] MASONRY SCHEDULE TYPE DESCRIPTION PROFILE LOCATION [FC-1a] [FC-2a] FLOOR SCHEDULE PROFILETYPEDESCRIPTION LOCATION GLASS SCHEDULE TYPE DESCRIPTION PROFILE FLAME SPREAD FLAME SPREAD FLAME SPREAD FLAME SPREAD SALES AND FITTING AREAS AS DESIGNATED CLASS C FLAMESPREAD (110) STOREFRONT ENTRY CLASS A FLAMESPREAD TWO (2) COATS, ROLLED, OVER [PR-1] [GL-1a] 716 " [ 1 1 ] 6" [152] 1 4" [ 6 ] 712" ASTM E 648 CLASS A FLAMESPREAD SEVES GLASS BLOCK - BASIC LINE 1919/8 WAVE CLEAR GLASS BLOCK. FURNISHED BY TENANT, INSTALLED BY G.C. STOREFRONT[B-1a]CLASS A FLAMESPREAD 1/8" ALUMINUM BASE, PREFINISHED WHITE. FURNISHED BY TENANT, INSTALLED BY G.C. (BLIND FASTENED) STOREFRONT PLASTER FINISH APPLICATIONS STO SIGNATURE STONE 10 - FINE TEXTURED FINISH WITH A SMOOTH LIMESTONE APPEARANCE INSTALLED PER MANUFACTURERS APPLICATION GUIDE. 20824 WINTER WHITE COLOR, UNLESS NOTED OTHERWISE CLASS A FLAMESPREAD STOREFRONT CLASS A FLAMESPREAD19cm X 19cm X 8cm [M-1a]STOREFRONT CLASS A FLAMESPREADSCHLUTER JOLLY J 60 BW. WHITE COLOR COATED ALUMINUM FINISHING PROFILE [M-2a]SCHLUTER DECO M 110 D. SOLID BRASS TRANSITION STRIP SELECT FLOORING TRANSITIONS CLASS A FLAMESPREAD CLASS A FLAMESPREAD [PL-1a] VENEERED FLOOR SYSTEM (6" [152] KEMBER ECOKLIK+ "LIGHTEST" OAK FINISHED IN THE FIELD) GLUED TO SLAB OR INST. OVER PLYWOOD, SEE SHEET A.0.103. RESANDABLE 2-3 TIMES. FURN. & INST. BY TENANT, G.C. SHALL COORDINATE. 6" [152] 18" [ 3 ] MISC. TRIM AND MILLWORK AS INDICATEDSOLID STOCK BIRCH, SURFACED 2 SIDES, UNSANDED. VA R I E S VARIES SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX FLAT (B30W12651 SERIES) SW#7003 'TOQUE WHITE' 34" [19] 18" [ 3 ] 38" [ 1 0 ] 116" [2]58" [16] [WD-2a]1/8" [3] SOLID STOCK BIRCH WITH CHAMFERED EDGES, LAMINATED TO 3/8" (10) MEDIUM DENSITY FIBERBOARD (MDF) TO RESEMBLE TAMBOUR PANELS CLASS C FLAMESPREAD (140)MISC. PANELS AS INDICATED STOREFRONT, WALLS AND TRIM AS INDICATED ACP 2 5/16" X 7 1/2" PORCELAIN OVAL TILE - LIMESTONE CREAM WITH SUMMITVILLE #564 MUSHROOM GROUT, 1/8" GROUT JOINTS. FURNISHED BY TENANT, INST. BY G.C. USG 'ECLIPSE' 2'X2' FINELINE EDGE ACOUSTICAL TILE #76975, COLOR #050 'FLAT WHITE'; USG FINELINE DXF SERIES 9/16" NARROW PROFILE GRID, COLOR #050 'FLAT WHITE'. NO SUBSTITUTIONS. USG STRATEGIC ACCOUNT QUOTE #E0140198. CONTACT USG CUSTOMER SERVICE AT 1-800-950-3839 WITH QUESTIONS. LOCATION CEILING FINISHES TYPE DESCRIPTION EDGE PROFILE FLAME SPREAD SALES, VESTIBULE, FITTING ROOM(S) AND PASSAGE AREAS AS INDICATED [CT-1a]CLASS A FLAMESPREAD SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL (B20T02654 SERIES) SW#6461 'ISLE OF PINES' SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL (B20T02654 SERIES) SW#6726 'TALIPOT PALM' SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL (B20W02653 SERIES) SW#6725 'PICKLE' SHERWIN WILLIAMS DURATION HOME INTERIOR ACRYLIC LATEX MATTE (A96W01251 SERIES) SW#6322 'INTIMATE WHITE' WALLS AS INDICATEDSHERWIN WILLIAMS DURATION HOME INTERIOR ACRYLIC LATEX SATIN (A97W01251 SERIES) 'OFFLINE GREEN' - CUSTOM MATCH PANTONE 372C AT 50% SHERWIN WILLIAMS COLOR FORMULA SPECS ** 1 GALLON FORMULA ** CCE COLORANT G2 - NEW GREEN Y1 - YELLOW OZ - 2 32 5 21 64 - - 128 - - WALLS AND TRIM AS INDICATED WALLS: TWO (2) COATS, ROLLED, OVER [PR-1] OR [PR-2] TRIM: TWO (2) COATS, BRUSHED, OVER [PR-2] WALLS AS INDICATED WALLS AS INDICATED WALLS AS INDICATED TWO (2) COATS, ROLLED, OVER [PR-1] TWO (2) COATS, ROLLED, OVER [PR-1] TWO (2) COATS, ROLLED, OVER [PR-1] TWO (2) COATS, ROLLED, OVER [PR-1] WALLS: TWO (2) COATS, ROLLED, OVER [PR-1] OR [PR-2] STOREFRONT/TRIM: TWO (2) COATS, BRUSHED, OVER [PR-2] SHERWIN WILLIAMS SUPERPAINT EXTERIOR ACRYLIC LATEX SATIN (A89T03154 SERIES) SW#6439 'GREENFIELD' EXTERIOR STOREFRONT AS INDICATED TWO (2) COATS, BRUSHED, OVER [PR-5] OR [PR-6] [P-3a] [P-5a] [P-6a] [P-7a] [P-8a] [P-9a] NOTE: ·ALL ROLLED FINISHES CAN BE SPRAYED FIRST BUT MUST BE BACK ROLLED FOR FINAL FINISH ·ALL BRUSHED FINISHES CAN BE SPRAYED FIRST BUT MUST BE BACK BRUSHED FOR FINAL FINISH NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET ARE REQUIRED, SEE ARCHITECTURAL DRAWINGS FOR FINISHES USED LOCATION [WC-1a] WALL COVERING SCHEDULE TYPE DESCRIPTION PROFILE FLAME SPREAD SALES AREA DIN 4102 NORM Bfl/s1 'FLOORFLEX' PRINTABLE VINYL MATERIAL WITH VUTEK DIGITAL COLOR PRINTED 'TILE' PATTERN, FURN. BY TENANT, INST. BY G.C., ADHERED TO PAINTED DRYWALL SUBSTRATE WITH 'ROBERTS 7200 BASE BOND' VINYL ADHESIVE, FURN. BY TENANT, INST. BY G.C. .0 8 0 " LOCATION [WC-1a] WALL COVERING SCHEDULE TYPE DESCRIPTION PROFILE FLAME SPREAD SALES AREA DIN 4102 NORM Bfl/s1 'FLOORFLEX' PRINTABLE VINYL MATERIAL WITH VUTEK DIGITAL COLOR PRINTED 'TILE' PATTERN, FURN. BY TENANT, INST. BY G.C., ADHERED TO PAINTED DRYWALL SUBSTRATE WITH 'ROBERTS 7200 BASE BOND' VINYL ADHESIVE, FURN. BY TENANT, INST. BY G.C. .0 8 0 " NOTE: WALL, FLOOR, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11 NOTE: ALL WOOD FINISH FLOORING IS CEMENTED DIRECTLY TO THE TOP SURFACE OF AN EXISTING FIRE-RESISTANCE-RATED FLOOR ASSEMBLY PER CBC 603.1.5, 805.1.2. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.0.022 AE R I E F I N I S H & M A T E R I A L SC H E D U L E S 4/ 1 1 / 2 0 2 5 3 : 2 9 : 0 8 P M V 2 . 0 1 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 OFFLINE FINISH & MATERIAL SCHEDULES CLASS C FLAMESPREAD (125) LOCATION METAL SCHEDULE TYPE DESCRIPTION PROFILE FLAME SPREAD LOCATION WOOD SCHEDULE PROFILETYPEDESCRIPTION LOCATION [T-1f] MASONRY SCHEDULE TYPE DESCRIPTION PROFILE LOCATION [FC-1f] [FC-2f] FLOOR SCHEDULE PROFILETYPEDESCRIPTION FLAME SPREAD FLAME SPREAD FLAME SPREAD SALES AREA AS DESIGNATED 1" HEX UNGLAZED MATTE WHITE TILE WITH TEC 908 DOVE GREY UNSANDED GROUT OR SUMMITVILLE #571 'SMOKE' S-710 POLYCHROMES UNSANDED GROUT JOINTS, FURN. BY TENANT, INST. BY G.C. STOREFRONT ENTRY CLASS A FLAMESPREAD LOCATION PRIMER SCHEDULE APPLICATIONTYPEDESCRIPTION 14" [ 6 ] 1" [25] ASTM E 648 CLASS A FLAMESPREAD [T-2f] MILLWORK AS INDICATED"ARCHITECTURAL GRADE" (OAK VENEERED 1 SIDE) MEDIUM DENSITY FIBERBOARD (MDF) WITH 1/16" 'V' GROOVES, 6" O.C., PRE-FINISHED BY MILLWORKER VA R I E S [WD-1f] [FC-3f] 1" HEX UNGLAZED MATTE BLACK TILE WITH TEC 908 DOVE GREY UNSANDED GROUT OR SUMMITVILLE #571 'SMOKE' S-710 POLYCHROMES UNSANDED GROUT JOINTS, FURN. BY TENANT, INST. BY G.C. STOREFRONT ENTRY CLASS A FLAMESPREAD14" [ 6 ] 1" [25] 716 " [ 1 1 ] 6" [152]VENEERED FLOOR SYSTEM (6" [152] KEMBER ECOKLIK+ "LIGHTEST" OAK FINISHED IN THE FIELD) GLUED TO SLAB OR INST. OVER PLYWOOD, SEE SHEET A.0.120. RESANDABLE 2-3 TIMES. FURN. & INST. BY TENANT, G.C. SHALL COORDINATE. 2 316" X 9 716" ACP BIANCO GLOSSY TILE, WITH #511 ARCTIC WHITE GROUT, 18" GROUT JOINTS. FURNISHED BY TENANT, INST. BY G.C. CLASS A FLAMESPREAD38" [ 1 0 ] 2316" [56]STOREFRONT AND OTHER APPLICATIONS AS INDICATED [PR-1f]SHERWIN WILLIAMS EXTREME BOND PRIMER (B51-1150 SERIES)AS INDICATED ONE (1) COAT, BRUSH APPLIED [PR-2f]SHERWIN WILLIAMS PREPRITE PROBLOCK LATEX/PRIMER/SEALER (B51-620 SERIES)AS INDICATED ONE (1) COAT, BRUSH APPLIED LOCATION BASE SCHEDULE PROFILETYPEDESCRIPTION FLAME SPREAD LOCATION [P-1f] [P-3f] PAINT SCHEDULE APPLICATIONTYPEDESCRIPTION [P-4f] [P-2f] [P-5f] STOREFRONT STRIPE TWO (2) COATS, BRUSHED, OVER [PR-1f] OR [PR-2f] SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL (B20W12651 SERIES) SW#7563 'RESTFUL WHITE' SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL (B20T02654 SERIES) SW#6991 'BLACK MAGIC' SHERWIN WILLIAMS EMERALD URETHANE TRIM ENAMEL SATIN (K37W01750 SERIES) 'ULTRA WHITE' SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX FLAT (B30W12651 SERIES) SW#7563 'RESTFUL WHITE' USG 'ECLIPSE' 2'X2' FINELINE EDGE ACOUSTICAL TILE #76975, COLOR #050 'FLAT WHITE'; USG CENTRICITEE DXT SERIES 9/16" NARROW PROFILE GRID, COLOR #050 'FLAT WHITE'. NO SUBSTITUTIONS. USG STRATEGIC ACCOUNT QUOTE #E0140198. CONTACT USG CUSTOMER SERVICE AT 1-800-950-3839 WITH QUESTIONS. [BR-1f]CLASS A FLAMESPREAD CORNER BRICK FLAT BRICK STOREFRONT AND INTERIOR APPLICATIONS AS INDICATED ACP ''LIGHT ALPACA'' INDIVIDUAL BRICK PIECES APPLIED TO DRYWALL OR PLYWOOD SUBSTRATE WITH LATICRETE HEAVY DUTY THINSET. 3/8" MORTAR JOINTS, #511 ARCTIC WHITE GROUT 34" [1 9 ] 758" [194] 34" [1 9 ] 358" [ 9 2 ] STOREFRONT[B-2f]CLASS A FLAMESPREAD34" [1 9 ] ACP FRONTIER20 "LIMESTONE" PORCELAIN TILE BASE. FURNISHED BY TENANT, INSTALLED BY G.C. [B-1f]AS REQUIRED CLASS A FLAMESPREAD ALUMINUM BRAKE METAL BASE, PRE-FINISHED WHITE. FURNISHED AND INSTALLED BY G.C. (BLIND FASTENED).0 6 3 " TWO (2) COATS, BRUSHED, OVER [PR-6]AS INDICATED LOCATION [WC-1a] WALL COVERING SCHEDULE TYPE DESCRIPTION PROFILE FLAME SPREAD SALES AREA DIN 4102 NORM Bfl/s1 'FLOORFLEX' PRINTABLE VINYL MATERIAL WITH VUTEK DIGITAL COLOR PRINTED 'TILE' PATTERN, FURN. BY TENANT, INST. BY G.C., ADHERED TO PAINTED DRYWALL SUBSTRATE WITH 'ROBERTS 7200 BASE BOND' VINYL ADHESIVE, FURN. BY TENANT, INST. BY G.C. .0 8 0 " 19.5 X 39 COTTO D'ESTE ULTRAWHITE LARGE FORMAT GLOSSY TILE, TIGHT BUTT JOINTS WITH NO GROUT. MINIMAL GROUT JOINTS AT OUTSIDE MITERED CORNERS, #511 ARCTIC WHITE GROUT. FURNISHED BY TENANT, INST. BY G.C.5. 5 m m STOREFRONT AND OTHER APPLICATIONS AS INDICATED CLASS A FLAMESPREAD [M-1f]STOREFRONT CLASS A FLAMESPREADSCHLUTER JOLLY J 60 BW. WHITE COLOR COATED ALUMINUM FINISHING PROFILE [M-2f]SCHLUTER DECO M 110 D. SOLID BRASS TRANSITION STRIP SELECT FLOORING TRANSITIONS CLASS A FLAMESPREAD CEILINGS AS INDICATED DRYWALL CEILINGS: TWO (2) COATS, ROLLED, OVER [PR-1] OPEN CEILINGS: TWO (2) COATS, SPRAYED, OVER [PR-2] WALLS AND TRIM AS INDICATED WALLS: TWO (2) COATS, ROLLED, OVER [PR-1] OR [PR-2] TRIM: TWO (2) COATS, BRUSHED, OVER [PR-2] WALLS AND TRIM AS INDICATED WALLS: TWO (2) COATS, ROLLED, OVER [PR-1] OR [PR-2] TRIM: TWO (2) COATS, BRUSHED, OVER [PR-2] PPG BREAK-THROUGH! LOW VOC INTERIOR/EXTERIOR ACRYLIC ENAMEL SATIN (V52-440 SERIES) - AEO BLACK LOCATION CEILING FINISHES TYPE DESCRIPTION EDGE PROFILE FLAME SPREAD SALES, VESTIBULE, FITTING ROOM(S) AND PASSAGE AREAS AS INDICATED [CT-1f]CLASS A FLAMESPREAD 6" [152] [P-6f] WALLS AS INDICATED TWO (2) COATS, ROLLED, OVER [PR-1] OR [PR-2]SHERWIN WILLIAMS DURATION HOME INTERIOR ACRYLIC LATEX SATIN (A97W01251 SERIES) 'OFFLINE GREEN' - CUSTOM MATCH PANTONE 372C AT 50% SHERWIN WILLIAMS COLOR FORMULA SPECS ** 1 GALLON FORMULA ** CCE COLORANT G2 - NEW GREEN Y1 - YELLOW OZ - 2 32 5 21 64 - - 128 - - NOTE: ·ALL ROLLED FINISHES CAN BE SPRAYED FIRST BUT MUST BE BACK ROLLED FOR FINAL FINISH ·ALL BRUSHED FINISHES CAN BE SPRAYED FIRST BUT MUST BE BACK BRUSHED FOR FINAL FINISH NOTE: NOT ALL FINISHES SHOWN ON THIS SHEET ARE REQUIRED, SEE ARCHITECTURAL DRAWINGS FOR FINISHES USED 6" [152] NOTE: WALL, FLOOR, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11 NOTE: ALL WOOD FINISH FLOORING IS CEMENTED DIRECTLY TO THE TOP SURFACE OF AN EXISTING FIRE-RESISTANCE-RATED FLOOR ASSEMBLY PER CBC 603.1.5, 805.1.2. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.0.024 OF F L I N E F I N I S H & M A T E R I A L SC H E D U L E S 4/ 1 1 / 2 0 2 5 3 : 2 9 : 0 9 P M V 2 . 0 1 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 B. A. C. 1. 2. D. 1. 2. 1. F. G. E. 2. This work shall include, but not be limited to, furnishing and installing the lay-in acoustical ceilings in the Sales Area (if applicable), Fitting Rooms and Vestibules (if applicable) and Stockroom (if applicable) and all suspension systems necessary. (SEE THE PLANS WHERE APPLICABLE.) The ceiling in the Sales Area (if applicable) shall be a one hour rated 2' [609] x 2' [609], narrow-profile, slotted, lay-in type suspended ceiling as indicated on the drawings. The grid and panels shall be as listed below - NO SUBSTITUTES ALLOWED. Contact the Tenant's construction representative for sources stocking these items. Suspension system shall be as manufactured by USG Interiors, Inc., DONN Ceiling Suspensions, DXLT Series, flat white, narrow-profile, 24" [609] x 24" [609] grid system. Provide 'hold down' clips as indicated on the drawings or as required by governing codes. The lay-in panels shall be 24" [609] x 24" [609] x 3/4" [19] USG Interiors, Inc., 'Eclipse' Climaplus, one hour rated, white. Panel #76979 The ceiling in the Fitting Rooms and Vestibules (if applicable) shall be a one hour rated 2' [609] x 2' [609] narrow-profile, slotted, lay-in type suspended ceiling as indicated on the drawings. The grid and panels shall be as listed below - NO SUBSTITUTES ALLOWED. Contact the Tenant's construction representative for sources stocking these items. Suspension system shall be as manufactured by USG Interiors, Inc., DONN Ceiling Suspensions, DXLT Series, flat white, narrow-profile, 24" [609] x 24" [609] grid system. Provide 'hold down' clips as indicated on the drawings or as required by governing codes. The lay-in panels shall be 24" [609] x 24" [609] x 3/4" [19] USG Interiors, Inc., 'Eclipse' Climaplus, one hour rated, flat white. Panel #76979 The ceiling in the Stockroom (if applicable) shall be a one hour rated, 2' [609] x 4' [1220] lay-in suspended ceiling as indicated on the drawings. The grid and panels shall be as listed below or approved equal. Suspension system shall be as manufactured by USG Interiors, Inc., DONN Ceiling Suspensions, DXL Series, flat white, exposed 24" [609] x 48" [1220] grid system. Provide 'hold down' clips as indicated on the drawings or as required by governing codes. The lay-in panels for the Stockroom shall be 24" [609] x 48" [1220] x 5/8" [16] square edge, USG Interiors, Inc., 'Auratone', Firecode, Omni fissured pattern, white. Panel #339. Provide non-combustible wood or 3-5/8" [92] metal stud blocking above the ceilings where indicated on the drawings or where required. This shall include, but not be limited to, blocking for Tenant's fixtures, moldings, cornices, eyebolts, etc. Installation of all systems shall be in strict accordance with the manufacturers recommendations. Installation of all suspension systems shall be in strict accordance with the manufacturer's recommendations and shall comply with ASTM Sections C635 and C636 for 'Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings' classified as intermediate duty. Suspension wires should be attached to structural steel member only, DO NOT ATTACH TO DECK. All direct hung components are to be properly leveled, suspended and tied tightly with five full turns by #12 gage galvanized steel wire at 48" [1220] o.c. Load test recommendations are not to be exceeded, nor should the components be deflected more than 1/360th of the span. Provide additional suspension wires for light fixtures and ceiling mounted items as required. 3. C. A. B. B. C. D. E. A. D. E. F. G. F. A. 1. B. GENERAL AND SPECIAL CONDITIONS GENERAL REQUIREMENTS AND SPECIFICATIONS XI. CONCRETE VIII. FLOORING XII. MISCELLANEOUS ACCESSORIES VII. PAINTING, STAINING AND COATINGS VIX. ACCESS PANELS X. EXISTING CONDITIONS A. B. C. A. B. C. 1. 2. I. MISCELLANEOUS METAL II. CARPENTRY (a) (b) (c) (d) 2. 1. D. 2. 3. E. 1. F. a. b. c. B. C. D. A. III. GLASS AND GLAZING A. A. B. C. IV. DOORS, FRAMES, AND HARDWARE V. GYPSUM WALLBOARD AND METAL STUDS ARCHITECTURAL SPECIFICATIONS The General and Special Conditions are hereby made part of these specifications and contract. All contractors and subcontractors are instructed to thoroughly review same. If General and Special Conditions are not herewith attached,notify the Tenant immediately. A. The work included in the Contract shall be the completion of all work required within the store space as indicated on the drawings. A. Work included: Unless otherwise specified, the Contractor shall supply all taxes, labor, transportation, material, apparatus, fuel, heat, scaffolding, and tools necessary for the entire and proper completion of work, and shall install, maintain and remove all equipment of the construction, maintenance and use of same, and be responsible for safe, proper, and lawful construction and removal of trash and debris and shall construct in the best workmanship all work shown on the drawings, specified herein or reasonably implied therefrom, all in accordance with General Contract Documents. All notes, dimensions, details, descriptions, directions, and similar information shown on the drawings shall form a part of these specifications. B. C. I. MISCELLANEOUS METAL II. CARPENTRY III. GLASS AND GLAZING IV. DOORS, FRAMES, AND HARDWARE V. GYPSUM WALLBOARD AND METAL STUDS VI. ACOUSTIC CEILING Work under this section shall include, but not be limited to, the furnishing and installing of all angles fastened to existing structure. All shall be field painted with red oxide paint. Angles shall be sizes indicated on the drawings and shall be welded to existing structure or attached with mechanical fasteners as indicated. Provide clip hangers where required. This Contractor shall verify with the Landlord's Field Representative the location, number and method of all attachments to the Landlord's structure. This Contractor shall repair any fireproofing or insulation damaged while performing this work. Work under this section shall include, but not be limited to, the following: Rough framing, blocking, nailers, furring, finish carpentry, hanging all doors, work and incidental or related items necessary to complete the work as shown or specified. Lumber shall conform to the "American Lumber Standards" as classified in "Simplified Practical Recommendations R-16 Lumber" current edition. Grades shall conform with the latest grading rule of the Lumber Manufacturer's Association under whose rules lumber is manufactured. Framing lumber shall be construction grade or better. All work in this section shall comply with the requirements of the Landlord and governing authorities relative to the fire ratings of materials. All framing lumber, blocking, nailers and miscellaneous concealed lumber shall be pressure impregnated with non-combustible fire protective chemicals and bear mill stamp indicating treatment. As an alternative to non-combustible materials, these items may be protected with an approved fire retardant coating if permitted by the Landlord and governing authorities. Where required by Landlord or governing authorities all other non-exposed surfaces of lumber and plywood, except non-combustible, shall be protected. Surfaces must be clean, dry and free of grease or adhesive. If a fire retardant coating is required, complete data sheets must be furnished to the Tenant for approval prior to commencement of work. Upon completion of the project, this Contractor shall certify in writing that an approved fire retardant coating has been applied in accordance with the manufacturer's requirements. An approved fire retardant coating shall be applied where and in such a manner as to satisfy applicable codes and Landlord requirements. Materials and uses shall be as follows (See Paragraph E): Rough lumber shall be Douglas Fir, West Coast Region. Moisture content shall not exceed 19%. Lumber shall have a modulus of elasticity rating of 1,760,000 and fiber stress rating of 1750. Finish lumber in exposed locations on the storefront and in the sales areas shall be as per the plans. Moldings and trims shall be the types, shapes, sizes and finishes indicated on the drawings. Wood species shall be as per the plans. Millwork Package: Tenant shall furnish and this Contractor shall install all items included in the millwork package as indicated on the drawings. Generally, the mill work will include; all moldings, trim, wood baseboard, stops, wood and metal doors, wood and metal jambs, door hardware, veneer plywoods, preassembled fitting room benches, preassembled decorative pilasters, preassembled wood valances, coat hook mounting board, wall panel and any other preassembled millwork as applicable. NOTE: See Section XII. Miscellaneous Accessories, Paragraph A for toilet room accessories. Fitting room accessories are not provided in the millwork package. Storefront and interior decor construction shall be done in a first-class workmanlike manner. The intent is that there be no visible seams, joints, defects or fastener locations. All joints shall be neat and straight and shall be perfectly flush. Joints shall be held firmly together with glue, screws, finishing nails and blocking to prevent future separation. Absolutely no vertical running seams in surfaces shall be permitted. Outside corner joints shall be as detailed on the drawings. This Contractor shall coordinate with glazing contractor to furnish and install all tempered glass and aluminum components as indicated on the drawings. All storefront glazing shall be performed in a professional workmanlike manner and as indicated on the drawings. If any discrepancies occur in storefront construction, contact a Tenant representative immediately. During and after installation, this Contractor shall protect the entire installation from damage and shall thoroughly clean the day before turning over the project to the Tenant. All work included under this heading is to be subject to the instructions to the bidders and general and special conditions herein before written or referred to for the entire work. This Contractor shall install all as called for on the plans. All shall be installed in strict accordance with the manufacturer's instructions and/or recommendations, and good industry standings. See 'Millwork Package' paragraph in Section II 'Carpentry' of this specification. This work shall include all light gauge metal structural framing, metal stud framing and metal furring required for the storefront and for partitions, etc. and all gypsum wallboard. All shall be as detailed on the drawings. Metal studs, framing and furring shall be as manufactured by U.S. Steel, U.S. Gypsum, National Gypsum, Marino or approved equal. Gypsum wallboard shall be as manufactured by U.S. Gypsum, National Gypsum or approved equal. Furring channels shall be galvanized, metal studs shall be 20 gauge min., galv., steel with matching tracks. Width as shown on drawings. Use minimum 20 gauge (or as indicated) load bearing metal studs where indicated. Metal 'C' joists shall be 14 or 16 gauge as indicated with appropriate connectors and fasteners. Weld connections as indicated or required. Wallboard shall have tapered edges, thickness as shown on the drawings and shall be fire rated such as U.S.G. "Firecode" Type 'X'. (continued) Installation: Wallboard shall be fastened to studs with 'low profile' drywall screws only. All joints shall be taped, spackled, and sanded. Provide metal casing beads around all door frames and where abutting other material. Spackle and sand all screw and nail recesses, metal casings, and corner beads. All Gypsum wallboard construction shall provide U.L. fire ratings indicated on the drawings or as may be required by governing codes or the Landlord. This work includes, but is not limited to, all painting, staining and sealing on the storefront, gypsum wallboard, columns, flooring (wood and/or concrete), toilet room, doors, frames, stockroom and miscellaneous items. All surfaces to be painted, stained or coated shall be sanded smooth, (unless otherwise noted) perfectly clean and dry per the manufacturer's recommendations. All paint and stain shall be thoroughly mixed, evenly applied by skilled mechanics, free of runs, skips, laps, streaks or other defects. Wood paneling shall be stained prior to installation. Paint, Stains, and sealers - see the Paint and Stain Schedules on the plans. Paints shall be applied as per the instructions for each paint type listed on the finish schedule. All Primers shall be tinted to approximately match finish coats. In addition to the above items, the Paint Schedule, as indicated on the drawings, list miscellaneous items which must be painted or "touched-up". This Contractor shall make his painter available to paint these items as supplied by the mechanical, electrical and fixture contractors. Surface preparation to exposed concrete floors shall be cured, clean, dry and sound before paint. This work shall include, but not be limited to, installing and/or reconditioning wood flooring in Sales Area, fitting rooms and fitting room vestibules, resilient finish at entry and sale area, VCT in toilet room, (over waterproof membrane, if required) all as indicated on the drawings. Tenant shall furnish and this Contractor shall install wood flooring in Sales Area, Fitting Rooms and Fitting Room Vestibule as indicated on the drawings. Testing the concrete slab for excessive moisture - This contractor shall immediately test the slab before installing the wood floor using one (1) or several of the following methods: The Rubber Mat Test. Lay a flat, non-corrugated rubber mat on the slab, place a weight on top to prevent moisture from escaping, and allow the mat to remain 24 hours. If the covered area shows water marks when the mat is removed too much moisture is present. This test is worthless if the slab surface is other than light in color originally. The Polyethylene Film Test. Tape a one-foot square of 6 mil clear polyethylene film to the slab, sealing all edges with plastic moisture resistant tape. If, after 24 hours, there is no 'clouding' or drops of moisture on the underside of the film, the slab can be considered dry enough to install wood floors. The Phenolphthalein Test. Put several drops of a 3% Phenolphthalein solution in grain alcohol at various spots on the slab. If a red color develops in a few minutes, too much moisture is present. The tests must be made in several areas of the existing and/or new slab. When the test results indicate too much moisture in the slab, DO NOT INSTALL HARDWOOD FLOOR. Accelerate drying with heat and ventilation then test again. Report moisture test to Tenant representative. Preparation of the concrete slab - This Contractor must insure that the slab is sound, level and free of grease, oil, stains and dust. Grind off any high spots and fill low spots. Furnish and install black vinyl base throughout the stock and toilet room(s) area as indicated on the drawings. Install the wood base with base shoe throughout the sales area as indicated on the drawings, finish as indicated on the drawings. This project is being installed in a space within a structure being constructed/ operated by the Landlord. This Contractor shall inspect the job site to determine the conditions under which construction shall take place. This Contractor shall meet with the Landlord's field representative to determine their rules governing construction, materials delivery, trash, temporary utilities, etc. Demolition for this space has been covered, in the General Demolition notes on the plans. This Contractor must inspect job site and review Demolition Specifications to determine the exact field conditions and scope of work. This work will include any incidental construction required to properly complete all work where it abuts or is attached to adjacent tenants, Landlord's work, etc. VI. ACOUSTIC CEILINGS VII. PAINTING, STAINING, AND COATINGS XI. FLOORING IX. EXISTING CONDITIONS A. C. D. E. B. F. Work under this section shall include but not be limited to furnishing, installing and finishing a concrete slab on grade, covering the entire area (or blockout area) to be occupied by Tenant. This work to include placing necessary formwork and reinforcing. This Contractor shall place concrete floor slab as detailed on existing sub-grade. Slab shall extend from Lease Line to Lease Line in the front and rear of store, and from outer extremities of future metal stud demising wall partitions at either side of store, unless adjacent slabs are in place. Re-compact any disturbed sub-grade. This contractor shall add or delete existing sand fill (by Landlord) as required to provide the proper slab thickness. Re-compact any disturbed sub-grade. Slab shall be 4" [102] thick and shall be reinforced with 6 x 6 - 10 w.w.f. on 6 mil visqueen vapor barrier. Concrete may be premixed. Materials shall be Portland - Cement, Clean River Sand, and a coarse aggregate of crushed stone or gravel 3/4" [19] max. aggregate. Designed strength in pounds at 28 days - 3000 p.s.i. Construction joints shall be saw cut 1" [25] deep with maximum modular spacing of 30'-0" [9144] x 30'-0" [9144]. All exposed concrete floor to receive a sealant application. OMIT T E D A. B. Furnish and install WIND-LOCK Stealth Panel #TR-AP024 access panels (NO EXCEPTIONS) where indicated on the drawings or required by the nature of the project. The access panels shall be of sufficient size so that all equipment will be completely serviceable. Panels shall be painted to match the wall or ceiling in which they are located. Panels shall be manufactured by: WIND-LOCK, 1-800-872-5625, WIND-LOCK.COM. Install metal access panels furnished by other contractors for access to mechanical or electrical equipment. Paint to match adjacent finishes. VIII. ACCESS PANELS Provide 2" [51] x 4" [102] 'Non-Com' blocking (or metal studs if required) where indicated or required in walls, above ceilings, etc. Drywall Ceiling (if applicable)- General Contractor shall furnish and install suspended drywall furring system as manufactured by USG Interiors, Inc. Installation of all suspension systems shall be in strict accordance with the manufacturer's recommendations and shall comply with ASTM Sections C635 and C636. Suspension wires shall be attached to structural steel members only. DO NOT ATTACH TO DECK. All direct hung components are to be properly leveled, suspended and tied tightly with five (5) full turns by galvanized steel wire at 48" [1219] o.c. Load test recommendations are not to be exceeded, nor should the components be deflected more than 1/360th of their span. Provide additional suspension wires for light fixtures and ceiling mounted items as required. (SEE THE PLANS WHERE APPLICABLE.) The Calcium Chloride Test. Place a quarter teaspoonful of dry (anhydrous) Calcium Chloride crystals inside a 3" [76] diameter putty ring on the slab. Cover with a glass so the crystals are totally sealed off from the air. If the crystals dissolve within 12 hours the slab is too wet. Finished Floor - To maintain moisture level of wood floor, do not unload in rain, snow or other excessively humid conditions. Cover it with a tarpaulin or vinyl if the atmosphere is foggy or damp. The storage area within the building should be clean and dry. Wood floor is furnished and installed by tenant - coordinated by G.C. X. CONCRETE G. (continued) Concrete topping floor finish (if applicable): rapid set TRU self-leveling topping, resurfacer, underlayment. for additional product information, contact: CTS cement manufacturing corp. 11065 Knott Ave. Suite A Cypress, CA 90630 phone: 800-929-3030 web: www.rapidset.com CTS TRU-Level INTERIOR POLISH-ABLE OVERLAY SYSTEM GENERAL NOTES: General contractor must visit the project site prior to bid to evaluate project logistic, access and operational requirements (change orders regarding logistics will not be issued once project is awarded). All materials, equipment, and electrical requirements necessary to complete demolition, floor leveling, surface preparation, installation, and polishing associated with the finished concrete floor shall be furnished, coordinated, and installed by the general contractor. General contractor must work in accordance within mall operating guidelines and time frames (change orders for shift differential or overtime will not be issued). CTS TRU-Level is a cementitious material; observe basic rules of concrete work. Ideal installation temperature is 70°f. Do not mix or install when the surface or air temperature is below 50°f or above 85°f. G.C. shall ensure that all water used in the following procedures shall be clean, potable and sufficiently cool (not over 70°f). G.C. shall inspect the existing substrates and test for moisture or any other conditions that could affect the performance of the topping and subsequent floor finish system. Moisture levels must be in accordance with the strictest requirement of the system when tested via astm f-1869 or astm f-2170. System installation guidelines are provided for instructional purposes. Installation of all products shall be in strict accordance with the manufacturers written product data. Do not commence installation until all documentation including regulations regarding the use and disposal of all related materials is on‐site with the installing crew. Any conflicts between the manufacturers specification (installation guides) and AEO specifications shall be indicated to AEO project coordinator, and no work shall proceed until conflict has been resolved. STEP 1 - DEMOLITION, REMOVAL, PRE LEVELING OF SUBSTRATE: G.C. shall completely remove previous flooring, adhesives, patching and/or setting materials to expose the concrete substrate on existing facilities. The plans do not represent or indicate how many layers of flooring may be existing on the building substrate, it is recommended the G.C. perform a site visit to verify actual site conditions and make appropriate accommodations in their bid. All penetrations through substrate must be filled prior to installation of any liquid applied materials. Cracks – cracks larger than ¼” wide should be routed with a crack‐chaser and pre‐filled prior to the primer application. Static cracks should be filled with a rigid or semi‐rigid material and dynamic cracks with a flexible material. Base building expansion & control joints shall be honored through the finished floor system and shall be marked to ensure they are maintained upon completion of pour. When necessary install backer‐rod and recess slightly below the surface to prevent topping from settling into joints during application. G.C. shall ensure existing building substrate (slab) is reasonably sound and level prior to layout, preparation and installation of topping materials. Any leveling required to maintain a minimum 1/2" topping depth throughout the space is the sole responsibility of the G.C. In this instance the G.C. must coordinate work with the AEO project coordinator to determine acceptable solutions prior to installing any topping materials. Upon completion of demolition, G.C. shall mechanically prepare the concrete substrate to achieve a minimum concrete surface profile csp #3 (ref. international concrete repair institute profile guideline 03732; concrete surface). The surface should be uniformly clean, rough, porous and absorbent. Sweep and vacuum the surface to completely remove all dust, magnet steel shot (shot blast) as applicable. STEP 2 - LAYOUT AND SLAB PREP: G.C. shall ensure all below slab and in slab electric and plumbing (restrooms, cashwrap, etc.) have been cut, coordinated and installed as part of the layout of the concrete work, and must be completed prior to the installation of any materials. G.C. must also contact sensormatic rep to ensure proper consideration has been given to installation of sensormatic monitoring equipment has occurred. In some instances AEO utilizes a system which must be installed below the concrete topping system. Any additional work or replacement required due to improper coordination will be the sole responsibility of the G.C. G.C. shall install polymerica IEB-LT rapid curing epoxy primer/bonding agent per manufacturers specifications in the areas specified to receive cts-tru concrete topping. installation shall include but not be limited to: Coverage shall be approx. 150s.f./ gallon, and shall not exceed 200 s.f. Gallon mix the primer in complete units. Pre‐mix the a side until uniform and consistent. Pour the entire contents of part 'B' into the part 'A' pail and mix for 2‐3 minutes until homogenous using a low speed drill (400 rpm’s or less). Completely empty the mixed primer onto the substrate, squeegee and back roll using a 3/8” nap roller to ensure uniform coverage at the nominal film thickness specified. Allow to tack for 5 minutes and the seed the primer surface with specified silica sand to rejection (apprx. 1/2 - 3/4lbs per sf); allow to dry per product data (typically 4hours at 70°f). Once dry/cured sweep and vacuum excess silica sand. STEP 3 - CONCRETE TOPPING MIX AND INSTALLATION: The concrete topping mix shall be furnished, mixed and installed by the G.C., the mix shall consist of 3 components which must be combined per the below, along with the manufacturers specifications and then poured in place. 1.RAPID SET TRU Self-Leveling topping: shall be mixed in 2 bag batches or multiples thereof when employing pumping or large format batch mixing equipment. 2.Integral color: add one TRU Self-Leveling Platinum #1171 color pack per 2 bags of TRU Self-Leveling topping. 3.Water: shall be clean potable water (4.5 quarts per bag, 9 quarts for 2 bag batches). Combination of Components: Shake liquid pigment and empty completely into a mixing drum with the appropriate amount of water, drill mix until color is mixed into water. Add two bags of cts tru‐level (1 bag at a time) and mix with a minimum 650 rpm drill for 3‐5 minutes until a smooth, lump‐free consistency is achieved. Installation of topping (pour in place): 1.Pour the mixed material onto the substrate and spread using a 1/2” cam gauge rake to ensure uniform coverage and depth which shall be a minimum if 1/2" throughout. 2.Immediately roll using a “porcupine” or “spiked roller” to assist in the healing of the material. 3.Repeat until concrete area has been completely poured. Throughout the process the contractor shall maintain a wet edge at a width that is manageable. Do not overwork material once it is finished. Wide expanses should be divided as necessary to allow for continuous placement that facilitates aggregate seeding and finishing prior to material beginning initial set. It is this contractor's responsibility to ensure concrete topping is installed at a minimum finished depth of 1/2" and level with adjacent zinc transition strips per details on sheets A.0.103 and A.0.104 where applicable. General contractor is to protect poured topping after the material is cured for a minimum of 12 hours. Do not allow any subsequent traffic or activities that can damage or stain the floor prior to the grinding and polishing operations. List of specified materials: A.CTS TRU-Level : self-leveling concrete overlay - http://rapidset.com/tru.asp B.Polymerica: industrial epoxy binder - http://polymerica.com/product_data_pfds/ieb.pdf C.Sand: 20/30 grit bagged dry silica sand or equivalent as approved by cts cement D.TRU Self-leveling Platinum #1171 Color pack All materials shall be furnished and installed by G.C. and must be purchased from single source via AEO national account pricing. Contact Brady Cribbs at national Concrete Polishing for material procurement information (440) 665-7080 or bcribbs@nationalpolishing.com STEP 4 - POLISHING OF POURED CONCRETE TOPPING: G.C. shall ensure all zinc transition strips are flush with adjacent concrete topping prior to proceeding with grinding and polishing of floor. If not flush, G.C. shall grind by hand any areas that are not flush. Areas that are intended to have specified wood floor installed shall be maintained a 1/2" minimum from top of finished concrete topping, to adjacent substrate to which the wood floor will be applied. Start the grinding process using 80 grit metal-bond diamonds to begin honing in the concrete surface. Complete the grinding process using 150 grit metal-bond diamonds to further hone in the concrete surface. Install a concrete densifier to the concrete. This product hardens, protects and fortifies the concrete. Start the polishing process using a 50 grit resin-bond diamond. Continue the polishing process using a 100 grit resin-bond diamond to remove light scratches. Continue the polishing process using 200 grit resin-bond diamonds to increase light reflection and provide the initial shine. Continue the polishing process using 800 grit resin-bond diamonds to increase light reflection and shine. Continue the polishing process using 1500 grit resin-bond diamonds to increase light reflection and shine (American Eagle, sales floor only). Finish the polishing process using a high-speed propane floor burnisher with a impregnated polishing pad and a concrete finishing product, similar to scofield Guard W. Upon completion of polishing this contractor shall saw-cut topping along building control and expansion joints as noted above. Saw cut locations shall be verified with AEO project coordinator and shall be 1/8" x 1/8". G.C. shall remove all residue, waste, unused materials, and tools from project site upon completion of grinding and polishing process. G.C. shall furnish and install within 24 hours of completion ram board to protect the polished concrete floor. Ram board seams shall overlap and be taped together with duct tape, overlapping must occur to ensure duct tape does not contact the new polished concrete topping. This protection shall remain in place until the substantial completion of all finishes has occurred. Any damage to polished concrete floor shall be the responsibility of the G.C. and shall be repaired per the AEO project coordinator's request. OMIT T E D OMIT T E D OMIT T E D OMIT T E D OMIT T E D OMIT T E D D.Furnish and install flooring in the toilet room(s) as shown on the drawings. If specified, VCT shall be Armstrong Excelon #51858 Sandrift White, 12" [305] x 12" [305]. Where VCT occurs G.C. shall be responsible for installing an aluminum transition strip. F. 1. If required on the drawings, furnish and install a waterproof membrane in the toilet room(s) over the concrete slab, prior to the installation of VCT or other flooring. Waterproof membrane system shall be Laticrete #9235 as manufactured by Laticrete International, Inc., 1 Laticrete Park North, Bethany, CT 06525 (800-243-4788). Waterproof membrane shall be extended up walls a minimum of 6" [152] above floor. Installation shall be in strict accordance with manufacturer's instructions. E 1.1.If the waterproof membrane is installed for VCT, the adhesive MUST BE LATEX type. Other type adhesives are not compatible with the water proof membrane. 3. 1. 2. Tenant shall furnish and this Contractor shall install porcelain tile in areas as indicated and detailed on the drawings: Install tile in setting material of C-Cure's 'Quick Cure' a high bonding fast setting latex fortified dry-set mortar. Do not mix with high speed electric mixer. Apply with a notched trowel. Do not install in a standard sand and mortar thinset, or mastic. C-Cure's 'Crest Epoxy 200' is an acceptable alternate. Mix and install in strict accordance with the manufacturer's recommendations. The necessary fill or featheredge underlayment shall be be a mortar bed. Concrete floor must be sound, thoroughly clean, free of oil, wax, grease, latex compounds, curing and sealing compounds and any contaminant which could act as a bondbreaker. Mixing and installation shall be as per manufacturer recommendations. 3. F. 1. 2. Tile shall be set level, neat and true in a first class manner, using the minimum number of small pieces. Grout clean-up shall be prompt and thorough, using 'Hydroment Remove' per manufacturers instructions. No allowance shall be made by Tenant for contractor's failure to clean grout promptly and properly. Note: Grout joints shall be sized per the specific tile spec on the finish schedule. Glass for the storefront shall be 1/2" [13] tempered plate glass sizes as shown on the drawings. Should local codes require sizes other than those shown on the drawings, contact a Tenant representative immediately. H.G.C. shall patch, prep & finish all new and existing exposed drywall surfaces to accept paint finish, minimum Level 4 finish AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 1 3 P M V 2 . 0 A.0.030 AR C H I T E C T U R A L SP E C I F I C A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NO SCALE TENANT BARRICADE DETAILA A.0.051 (EXTERIOR VIEW) REQ'D. BARRICADE DEPTH STOREFRONT WIDTH (DETERMINED BY CONSTRUCTION PROJECT MANAGER AND SCOPE OF WORK REQUIRED AT STOREFRONT PER DRAWING SET) REQ'D. BARRICADE DEPTH ST O R E F R O N T H E I G H T (F L O O R T O M A L L B U L K H E A D ) ST O R E F R O N T H E I G H T (F L O O R T O M A L L B U L K H E A D ) TENANT SEASONAL GRAPHICS FURNISHED AND INSTALLED BY OTHERS (TYP) FINISHED FLOOR LINE PREFAB. MODULAR BARRICADE SYSTEM WITH INTEGRAL DOOR(S) - FURN. & INST. BY OTHERS. TENANT PROVIDED MODULAR STOREFRONT BARRICADE NOTES: (BY BOSTON RETAIL SOLUTIONS LLC (BRS) CONTACT: ADRIAN GARCIA, CELL: 772.240.3033, OFFICE: 772.257.7328, EMAIL: AARELLANO-GARCIA@BOSTONRS.COM) DUST BARRIERS: ·BARRICADES ARE SPECIFIED WITH A SOFT OR HARDTOP DUST BARRIER PER LANDLORD REQUIREMENT. SWING PANELS (WILL BE THE STANDARD BARRICADE ENTRANCE): ·SWING PANELS ARE NOT ACCESSIBLE FROM THE OUTSIDE OF THE BARRICADE. ·SWING PANELS WILL BE ALIGNED WITH THE STORE ENTRY PER THE BLUE PRINTS PROVIDED. ·YOUR SPACE MUST HAVE A BACK ENTRANCE TO ACCESS THE WORKSPACE. ·ADDITIONAL MAN-DOOR ENTRANCES CAN BE INSTALLED AT THE TIME THE BARRICADE IS ERECTED. PLEASE PROVIDE 5 WORKING DAYS NOTICE OF ALL MAN-DOOR REQUIREMENTS. STANDARD BARRICADE INSTALLATION/REMOVAL: ·SET-UP AND REMOVAL ARE STANDARD SERVICES FOR TENANT BARRICADES. STANDARD WORK SCHEDULES ARE SUNDAY THRU THURSDAY FROM MALL CLOSING UNTIL MALL OPENING. ·BARRICADES AND GRAPHICS WILL BE INSTALLED PRIOR TO DEMOLITION. STANDARD INSTALLATION WILL OCCUR NO LATER THAN THE SUNDAY BEFORE THE PROJECT STARTS ON MONDAY. ·WHEN LANDLORD SPACE BECOMES AVAILABLE GDRS WILL MOVE FORWARD AS QUICKLY AS POSSIBLE TO INSTALL THE BARRICADE EARLY. ·STANDARD BARRICADE REMOVAL WILL BE SCHEDULED FOR THE NIGHT BEFORE THE STORE OPENS. OPTIONS CAN BE REVIEWED. AE AND GC ARE RESPONSIBLE FOR NOTIFY/CONFIRM BARRICADE REMOVAL TO GDRS 5 DAYS PRIOR TO DESIRED REMOVAL. ·HOLIDAY WORK SCHEDULES MUST BE APPROVED IN ADVANCE. ·THE CONTRACTOR HAS THE RESPONSIBILITY OF REPAIRING THE BULKHEAD AREA WHERE BRACING AND DUST COVER WERE INSTALLED. STANDARD BARRICADE MATERIALS: ·BARRICADE IS MADE OF CLASS C FIRE CODE RATED MATERIAL. ·PANEL FRAMES ARE FULLY WELDED EXTRUDED ALUMINUM BEAMS. ·NO ON-SITE PAINTING OR FABRICATION REQUIRED. BARRICADE CARE: ·THE CONTRACTOR IS NOT ALLOWED TO MOVE, ALTER, ATTACH TO OR TAKEDOWN ANY BARRICADE OR PART OF ANY BARRICADE DUE TO SPECIFIC INSURANCE LIABILITY RESTRICTIONS. ·TEMPORARY BARRICADE SUPPORT BRACING THAT ATTACHES TO THE MALLS BULKHEAD, MUST SAY ATTACHED FOR THE DURATION OF THE PROJECT. MOVING OR ALTERING CAN CREATE A UNSAFE CONDITION OF THE WALL. FOR THE SAFETY OF PUBLIC AND OR CONTRACTORS, PLEASE DO NOT ALTER THE BRACING. ADDITIONALLY INTERIOR TEMP BARRICADES ARE NOT DESIGNED TO WITHSTAND GUST OF WINDS ENTERING THE CONSTRUCTION AREA FROM THE OUTSIDE OF THE BUILDING. CONTRACTOR RESPONSIBILITY: ·THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY DETAIL WHEN REQUIRED BY MALL AND FOR ALL DAMAGED OR MISSING MATERIALS. ·THE CONTRACTOR HAS THE RESPONSIBILITY OF REPAIRING THE BULKHEAD AREA WHERE BRACING AND DUST COVER WERE INSTALLED. ·THE CONTRACTOR IS RESPONSIBLE TO NOTIFY BOSTON RETAIL SOLUTIONS 772.257.7328 FIVE (5) WORKING DAYS IN ADVANCE OF THE BARRICADE REMOVAL. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 1 7 P M V 1 . 1 A.0.051 BA R R I C A D E D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 STOREFRONT WIDTH (DETERMINED BY CONSTRUCTION PROJECT MANAGER AND SCOPE OF WORK REQUIRED AT STOREFRONT PER DRAWING SET) REQ'D. BARRICADE DEPTHREQ'D. BARRICADE DEPTH ST O R E F R O N T H E I G H T (F L O O R T O M A L L B U L K H E A D ) ST O R E F R O N T H E I G H T (F L O O R T O M A L L B U L K H E A D ) TENANT SEASONAL GRAPHICS FURNISHED AND INSTALLED BY OTHERS (TYP) FINISHED FLOOR LINE FINISHED FLOOR LINEPREFAB. MODULAR BARRICADE SYSTEM WITH INTEGRAL DOOR(S) - FURN. & INST. BY OTHERS. NO SCALE TENANT BARRICADE DETAILA A.0.052 (EXTERIOR VIEW) TENANT PROVIDED MODULAR STOREFRONT BARRICADE NOTES: (BY BOSTON RETAIL SOLUTIONS LLC (BRS) CONTACT: ADRIAN GARCIA, CELL: 772.240.3033, OFFICE: 772.257.7328, EMAIL: AARELLANO-GARCIA@BOSTONRS.COM) DUST BARRIERS: ·BARRICADES ARE SPECIFIED WITH A SOFT OR HARDTOP DUST BARRIER PER LANDLORD REQUIREMENT. SWING PANELS (WILL BE THE STANDARD BARRICADE ENTRANCE): ·SWING PANELS ARE NOT ACCESSIBLE FROM THE OUTSIDE OF THE BARRICADE. ·SWING PANELS WILL BE ALIGNED WITH THE STORE ENTRY PER THE BLUE PRINTS PROVIDED. ·YOUR SPACE MUST HAVE A BACK ENTRANCE TO ACCESS THE WORKSPACE. ·ADDITIONAL MAN-DOOR ENTRANCES CAN BE INSTALLED AT THE TIME THE BARRICADE IS ERECTED. PLEASE PROVIDE 5 WORKING DAYS NOTICE OF ALL MAN-DOOR REQUIREMENTS. STANDARD BARRICADE INSTALLATION/REMOVAL: ·SET-UP AND REMOVAL ARE STANDARD SERVICES FOR TENANT BARRICADES. STANDARD WORK SCHEDULES ARE SUNDAY THRU THURSDAY FROM MALL CLOSING UNTIL MALL OPENING. ·BARRICADES AND GRAPHICS WILL BE INSTALLED PRIOR TO DEMOLITION. STANDARD INSTALLATION WILL OCCUR NO LATER THAN THE SUNDAY BEFORE THE PROJECT STARTS ON MONDAY. ·WHEN LANDLORD SPACE BECOMES AVAILABLE GDRS WILL MOVE FORWARD AS QUICKLY AS POSSIBLE TO INSTALL THE BARRICADE EARLY. ·STANDARD BARRICADE REMOVAL WILL BE SCHEDULED FOR THE NIGHT BEFORE THE STORE OPENS. OPTIONS CAN BE REVIEWED. AE AND GC ARE RESPONSIBLE FOR NOTIFY/CONFIRM BARRICADE REMOVAL TO GDRS 5 DAYS PRIOR TO DESIRED REMOVAL. ·HOLIDAY WORK SCHEDULES MUST BE APPROVED IN ADVANCE. ·THE CONTRACTOR HAS THE RESPONSIBILITY OF REPAIRING THE BULKHEAD AREA WHERE BRACING AND DUST COVER WERE INSTALLED. STANDARD BARRICADE MATERIALS: ·BARRICADE IS MADE OF CLASS C FIRE CODE RATED MATERIAL. ·PANEL FRAMES ARE FULLY WELDED EXTRUDED ALUMINUM BEAMS. ·NO ON-SITE PAINTING OR FABRICATION REQUIRED. BARRICADE CARE: ·THE CONTRACTOR IS NOT ALLOWED TO MOVE, ALTER, ATTACH TO OR TAKEDOWN ANY BARRICADE OR PART OF ANY BARRICADE DUE TO SPECIFIC INSURANCE LIABILITY RESTRICTIONS. ·TEMPORARY BARRICADE SUPPORT BRACING THAT ATTACHES TO THE MALLS BULKHEAD, MUST SAY ATTACHED FOR THE DURATION OF THE PROJECT. MOVING OR ALTERING CAN CREATE A UNSAFE CONDITION OF THE WALL. FOR THE SAFETY OF PUBLIC AND OR CONTRACTORS, PLEASE DO NOT ALTER THE BRACING. ADDITIONALLY INTERIOR TEMP BARRICADES ARE NOT DESIGNED TO WITHSTAND GUST OF WINDS ENTERING THE CONSTRUCTION AREA FROM THE OUTSIDE OF THE BUILDING. CONTRACTOR RESPONSIBILITY: ·THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY DETAIL WHEN REQUIRED BY MALL AND FOR ALL DAMAGED OR MISSING MATERIALS. ·THE CONTRACTOR HAS THE RESPONSIBILITY OF REPAIRING THE BULKHEAD AREA WHERE BRACING AND DUST COVER WERE INSTALLED. ·THE CONTRACTOR IS RESPONSIBLE TO NOTIFY BOSTON RETAIL SOLUTIONS 772.257.7328 FIVE (5) WORKING DAYS IN ADVANCE OF THE BARRICADE REMOVAL. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 1 9 P M V 1 . 0 A.0.052 BA R R I C A D E D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NO SCALE TENANT BARRICADE DETAILA A.0.054 (EXTERIOR VIEW) PREFAB. MODULAR BARRICADE SYSTEM WITH INTEGRAL DOOR(S) - FURN. & INST. BY OTHERS. FINISHED FLOOR LINE TENANT SINGLE BARRICADE GRAPHIC FURNISHED AND INSTALLED BY OTHERS FINISHED FLOOR LINE REQ'D. BARRICADE DEPTH ST O R E F R O N T H E I G H T (F L O O R T O M A L L B U L K H E A D ) ST O R E F R O N T H E I G H T (F L O O R T O M A L L B U L K H E A D ) REQ'D. BARRICADE DEPTH STOREFRONT WIDTH (LEASE LINE TO LEASE LINE) TENANT PROVIDED MODULAR STOREFRONT BARRICADE NOTES: (BY BOSTON RETAIL SOLUTIONS LLC (BRS) CONTACT: ADRIAN GARCIA, CELL: 772.240.3033, OFFICE: 772.257.7328, EMAIL: AARELLANO-GARCIA@BOSTONRS.COM) DUST BARRIERS: ·BARRICADES ARE SPECIFIED WITH A SOFT OR HARDTOP DUST BARRIER PER LANDLORD REQUIREMENT. SWING PANELS (WILL BE THE STANDARD BARRICADE ENTRANCE): ·SWING PANELS ARE NOT ACCESSIBLE FROM THE OUTSIDE OF THE BARRICADE. ·SWING PANELS WILL BE ALIGNED WITH THE STORE ENTRY PER THE BLUE PRINTS PROVIDED. ·YOUR SPACE MUST HAVE A BACK ENTRANCE TO ACCESS THE WORKSPACE. ·ADDITIONAL MAN-DOOR ENTRANCES CAN BE INSTALLED AT THE TIME THE BARRICADE IS ERECTED. PLEASE PROVIDE 5 WORKING DAYS NOTICE OF ALL MAN-DOOR REQUIREMENTS. STANDARD BARRICADE INSTALLATION/REMOVAL: ·SET-UP AND REMOVAL ARE STANDARD SERVICES FOR TENANT BARRICADES. STANDARD WORK SCHEDULES ARE SUNDAY THRU THURSDAY FROM MALL CLOSING UNTIL MALL OPENING. ·BARRICADES AND GRAPHICS WILL BE INSTALLED PRIOR TO DEMOLITION. STANDARD INSTALLATION WILL OCCUR NO LATER THAN THE SUNDAY BEFORE THE PROJECT STARTS ON MONDAY. ·WHEN LANDLORD SPACE BECOMES AVAILABLE GDRS WILL MOVE FORWARD AS QUICKLY AS POSSIBLE TO INSTALL THE BARRICADE EARLY. ·STANDARD BARRICADE REMOVAL WILL BE SCHEDULED FOR THE NIGHT BEFORE THE STORE OPENS. OPTIONS CAN BE REVIEWED. AE AND GC ARE RESPONSIBLE FOR NOTIFY/CONFIRM BARRICADE REMOVAL TO GDRS 5 DAYS PRIOR TO DESIRED REMOVAL. ·HOLIDAY WORK SCHEDULES MUST BE APPROVED IN ADVANCE. ·THE CONTRACTOR HAS THE RESPONSIBILITY OF REPAIRING THE BULKHEAD AREA WHERE BRACING AND DUST COVER WERE INSTALLED. STANDARD BARRICADE MATERIALS: ·BARRICADE IS MADE OF CLASS C FIRE CODE RATED MATERIAL. ·PANEL FRAMES ARE FULLY WELDED EXTRUDED ALUMINUM BEAMS. ·NO ON-SITE PAINTING OR FABRICATION REQUIRED. BARRICADE CARE: ·THE CONTRACTOR IS NOT ALLOWED TO MOVE, ALTER, ATTACH TO OR TAKEDOWN ANY BARRICADE OR PART OF ANY BARRICADE DUE TO SPECIFIC INSURANCE LIABILITY RESTRICTIONS. ·TEMPORARY BARRICADE SUPPORT BRACING THAT ATTACHES TO THE MALLS BULKHEAD, MUST SAY ATTACHED FOR THE DURATION OF THE PROJECT. MOVING OR ALTERING CAN CREATE A UNSAFE CONDITION OF THE WALL. FOR THE SAFETY OF PUBLIC AND OR CONTRACTORS, PLEASE DO NOT ALTER THE BRACING. ADDITIONALLY INTERIOR TEMP BARRICADES ARE NOT DESIGNED TO WITHSTAND GUST OF WINDS ENTERING THE CONSTRUCTION AREA FROM THE OUTSIDE OF THE BUILDING. CONTRACTOR RESPONSIBILITY: ·THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY DETAIL WHEN REQUIRED BY MALL AND FOR ALL DAMAGED OR MISSING MATERIALS. ·THE CONTRACTOR HAS THE RESPONSIBILITY OF REPAIRING THE BULKHEAD AREA WHERE BRACING AND DUST COVER WERE INSTALLED. ·THE CONTRACTOR IS RESPONSIBLE TO NOTIFY BOSTON RETAIL SOLUTIONS 772.257.7328 FIVE (5) WORKING DAYS IN ADVANCE OF THE BARRICADE REMOVAL. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 2 1 P M V 1 . 0 A.0.054 BA R R I C A D E D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 FD SCALE: 3/16" = 1'-0" [1:50] DEMOLITION FLOOR PLAN G.C. SHALL REMOVE EXISTING PARTITION AS SHOWN IN THIS AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. EXISTING TENANT SPACE VERIFY EXISTING CONDITIONS. REFER TO GENERAL DEMOLITION NOTES AS REQ'D. (NOTE: DASHED LINES INDICATE ITEMS TO BE REMOVED - SOLID LINES INDICATE EXISTING ITEMS TO REMAIN.) EXISTING TENANT SPACE VERIFY EXISTING CONDITIONS. REFER TO GENERAL DEMOLITION NOTES AS REQ'D. (NOTE: DASHED LINES INDICATE ITEMS TO BE REMOVED - SOLID LINES INDICATE EXISTING ITEMS TO REMAIN.) EXISTING TENANT SPACE VERIFY EXISTING CONDITIONS. REFER TO GENERAL DEMOLITION NOTES AS REQ'D. (NOTE: DASHED LINES INDICATE ITEMS TO BE REMOVED - SOLID LINES INDICATE EXISTING ITEMS TO REMAIN.) G.C.SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (VESTIBULE GLAZING & FRAME ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (GLAZING, ROLLING GRILLES, BASE, BULKHEADS, ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (GLAZING, ROLLING GRILLES, BASE, BULKHEADS, ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (GLAZING, ROLLING GRILLES, BASE, BULKHEADS, ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. 10'-2" [3099] 12'-1114" [3943] 712" [1 9 1 ] 14 ' - 8 516 " [4 4 7 8 ] 4'- 4 1 2" [1 3 3 3 ] G.C. SHALL REMOVE EXISTING DOOR. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE THIS PORTION IN EXISTING DRYWALL. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE SELECT PORTION OF DRYWALL. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE THIS PORTION IN EXISTING DRYWALL. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. LEASE LINE LEASE LINE LEASE LINE LEASE LINE NOTE: SEE A.0.091 FOR DEMOLITION NOTES. G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) 101'-01 2" [30798] 45 ' - 4 18" [1 3 8 2 2 ] 14 ' - 4 34" [4 3 8 8 ] 48 ' - 8 116 " [1 4 8 3 6 ] 126'-71 2" [38595] 11'-63 4" [3524] 19 ' - 1 " [5 8 1 7 ] 54 ' - 5 1516 " [1 6 6 1 0 ] 46'-11 2" [14059] 36 ' - 8 916 " [1 1 1 9 0 ] 8'-113 4" [2737] 147'-2" [44856] 11 0 ' - 3 12" [3 3 6 1 7 ] G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) 3'- 4 " [1 0 1 6 ] 29 ' - 2 12" [8 9 0 3 ] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 4 2 P M V 1 . 0 A.0.090 DE M O L I T I O N F L O O R P L A N Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 A.GENERAL: THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS AND SPECIFICATIONS AND THE DEMOLITION DRAWINGS FORM A PART OF THIS WORK. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND LAWFUL MANNER BY QUALIFIED WORKMEN. WORK AFFECTING FIRE PROTECTION SYSTEM, ELECTRICAL SYSTEM, ETC., SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND THE LANDLORD'S REQUIREMENTS. THIS CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO PREPARING THIS BID TO DETERMINE THE EXISTING CONDITIONS AND EXTENT OF THE WORK TO BE PERFORMED. THE CONTRACTOR SHALL CONTACT TENANT'S FIELD REPRESENTATIVE WITH ANY QUESTIONS. QUESTIONS REGARDING THIS PROJECT ARE NOT TO BE DIRECTED TO THE STORE MANAGER OR PERSONNEL. B.SCOPE: THIS PROJECT IS BEING CONSTRUCTED IN AN EXISTING STORE IN THE LANDLORD'S PREMISE. DEMOLITION WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: 1.COORDINATE WITH TENANT FOR DUSTPROOF BARRICADE AT STOREFRONT IN ACCORDANCE WITH LANDLORD CRITERIA. 2.REMOVE EXISTING STOREFRONT, DISPLAY PLATFORMS, ETC. SEE THE NEW DRAWINGS FOR NEW WORK. 3.REMOVE EXISTING ENCLOSURE. 4.REMOVE EXISTING CURTAIN WALLS/VALANCES, IF EXISTING. 5.REMOVE EXISTING SPECIAL FINISHES FROM EXISTING WALLS AND LEAVE IN SUITABLE CONDITION TO RECEIVE NEW FINISHES AS CALLED FOR IN THE NEW WORK. SEE THE NEW DRAWINGS. 6.REMOVE ALL EXISTING WIRING OR STUB WALLS, DECORATIVE PILASTER, ETC., IF EXISTING. 7.REMOVE THE EXISTING ACOUSTICAL/DRYWALL CEILING AND DECORATIVE TREATMENTS. REMOVE EXISTING LIGHT COVES. 8.REMOVE ALL INTERIOR PARTITIONS, ETC. 9.REMOVE EXISTING FITTING ROOMS, IF ANY. 10.REMOVE EXISTING OFFICE, IF ANY. 11.REMOVE EXISTING TOILET ROOMS. 12.REMOVE EXISTING DECORATIVE COVERING FROM COLUMNS, IF ANY. 13.REMOVE EXISTING MEZZANINE/STORAGE PLATFORM, IF ANY. 14.REMOVE ALL STORE FIXTURES, CABINETS, AND COUNTERS. 15.REMOVE ALL STORE FIXTURE WALL STANDARDS, ETC. 16.REMOVE EXISTING CARPET, PADDING, WOOD FLOORING, CERAMIC TILE, PAVERS, ETC. (INCLUDING THINSET, ADHESIVES, ETC.) COMPLETELY DOWN TO BASE BUILDING SLAB/SUBSTRATE. 17.REMOVE EXISTING LIGHT FIXTURES, LIGHT TRACK, AND OTHER ELECTRICAL ITEMS AS REQUIRED FOR THE NEW WORK. SOME ITEMS TO BE REUSED OR RELOCATED. SEE THE NEW DRAWINGS. 18.ELECTRICAL SYSTEM IS TO BE RETAINED AS SHOWN ON THE NEW DRAWINGS. MODIFY OR RELOCATE AS REQUIRED. 19.TEMPORARILY DISCONNECT THE SPRINKLERS AS REQUIRED BY THE NEW WORK. 20.THE EXISTING HVAC UNIT, DUCTWORK, CONTROLS AND RELATED EQUIPMENT ARE TO BE RETAINED AS SHOWN ON THE NEW DRAWINGS. MODIFY OR RELOCATE AS REQUIRED. 21.SEE DRAWINGS M.0.100 & M.0.200 FOR SCOPE OF MECHANICAL SYSTEMS. C.THIS CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE DUST PROTECTION FOR BARRICADE AND TEMPORARY PARTITIONING TO PROTECT THE PUBLIC, THE MALL, AND OTHER TENANTS DURING THE DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL PAY ANY CLEAN-UP CHARGES RESULTING FROM INADEQUATE DUST PROTECTION. DESIGN OF TEMPORARY DUST BARRICADE SHALL BE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. BLOCK OFF ALL OPENINGS TO HVAC EQUIPMENT OR TO MALL PLENUMS TO PREVENT DUST OR DEBRIS FROM INFILTRATING OTHER AREAS OR DAMAGING HVAC UNITS. D.THIS CONTRACTOR SHALL COORDINATE WITH THE MALL MANAGEMENT FOR THE PROPER AND EFFICIENT METHOD FOR REMOVAL OF ALL DEBRIS AND DELIVERY OF NEW MATERIALS. PROPER CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO MALL FLOORS, WALLS OR OTHER TENANTS. CONTRACTOR SHALL PAY FOR ANY CHARGES FOR DAMAGES RESULTING FROM THE MOVEMENT OF MATERIAL AND DEBRIS. E.THIS CONTRACTOR SHALL COORDINATE WITH THE MALL MANAGEMENT FOR PARKING OF CONSTRUCTION VEHICLES, TRAILERS, AND TRASH REMOVAL SERVICES. F.CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL, MECHANICAL, AND FIRE PROTECTION SUBCONTRACTORS FOR THE DISCONNECTION AND REMOVAL OF EXISTING LIGHT FIXTURES, WIRING, DUCTWORK, AND SPRINKLERS. ALL WORK ON THE SPRINKLER SYSTEM REQUIRING SHUTDOWN AND/OR DRAINING OF THE SYSTEM MUST BE COORDINATED WITH THE LANDLORD AND LOCAL AUTHORITIES. G.THROUGHOUT THE DEMOLITION WORK, CONSIDERATION SHALL BE GIVEN TO THE REQUIREMENTS OF THE NEW WORK. CERTAIN EQUIPMENT IS TO BE REMOVED AND SAFELY STORED FOR REUSE IN THE NEW WORK. REFER TO THE OTHER SPECIFICATIONS AND DRAWINGS. H.CONTRACTOR SHALL REMOVE OR CUT OFF ALL EXISTING ELECTRICAL AND PLUMBING NOT BEING REUSED. ALL OPEN CONNECTIONS SHALL BE CUT OFF AND PATCHED TO MATCH ADJACENT SURFACE AT WALLS OR CEILINGS OR BELOW FINISH FLOOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND REPAIRING RELATED TO SUCH ALTERATIONS. I.REMOVE EXISTING WOOD FLOORING. GENERAL DEMOLITION NOTESDEMOLITION KEY EXISTING TO REMAIN WALL TO BE DEMOLISHED DOOR TO BE DEMOLISHED EXISTING DOOR TO REMAIN NOTE: THE COMPOSITION OF ANY WALLS TO BE REMOVED (SHOWN DASHED) IS UNKNOWN. IT IS THE RESPONSIBILITY OF THE G.C. TO FIELD VERIFY ALL CONDITIONS RELATING TO DEMOLITION AND DEBRIS REMOVAL FROM PREMISE PRIOR TO BIDDING. NOTE: G.C. SHALL BE RESPONSIBLE FOR REMOVING ALL ABANDONED EQUIPMENT, DUCTWORK, WIRING, PIPING, ETC, INCLUDING BUT NOT LIMITED TO ITEMS SHOWN ON PLAN. G.C. SHALL MAKE A SITE VISIT TO VERIFY SCOPE OF WORK TO BE INCLUDED. REMOVAL SHALL BE BACK TO POINT OF ORIGIN AND PROPERLY TERMINATE. G.C. SHALL PATCH AND REPAIR ANY DISTURBED SURFACES AFFECTED BY THE REMOVAL OF SUCH ITEMS INCLUDING WALLS, FLOOR, CEILING AND ROOF ASSEMBLIES TO MATCH EXISTING. NOTE: G.C. SHALL REFERENCE PLAN SHEETS, FRAMING (A.0.100's), FINISH (A.0.120's), FIXTURE (A.0.140's), REFLECTED CEILING (A.0.200's) ELECTRICAL (E.0.100's & E.0.200's), MECHANICAL (M.0.100's) & PLUMBING (P.0.100's) TO VERIFY ALL ITEMS TO REMAIN NOTE: G.C. SHALL CAREFULLY REMOVE AND SALVAGE EXISTING WIRELESS ACCESS COMPONENTS FOR REINSTALLATION IN NEW CONSTRUCTION. LEAVE EXISTING WIRING IN PLACE, AND LABEL ACCORDINGLY IF NOT ALREADY DONE. (TYP. THROUGHOUT). NOTE: DEMOLITION CONTRACTOR SHALL CAREFULLY REMOVE AND SALVAGE AUDIO/VISUAL SYSTEM AND DELIVER ALL COMPONENTS TO TENANT'S STORE MANAGER FOR PROPER STORAGE. NOTE: G.C. TO ENSURE EXISTING TELEPHONE DISTRIBUTION EQUIPMENT REMAINS IN TACT. COORDINATE WITH TENANT FIELD REP. NOTE: EXISTING CONSTRUCTION (SHOWN GHOSTED) TO REMAIN. REFURBISH AS INDICATED/REQUIRED. NOTE: G.C. TO CONFIRM EXTENT BASE-BUILDING CONDITIONS ONCE DEMOLISHED. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 4 4 P M V 1 . 0 A.0.091 DE M O L I T I O N N O T E S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 FD SCALE: 3/16" = 1'-0" [1:50] DEMOLITION FLOOR PLAN G.C. SHALL REMOVE EXISTING PARTITION AS SHOWN IN THIS AREA. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. EXISTING TENANT SPACE VERIFY EXISTING CONDITIONS. REFER TO GENERAL DEMOLITION NOTES AS REQ'D. (NOTE: DASHED LINES INDICATE ITEMS TO BE REMOVED - SOLID LINES INDICATE EXISTING ITEMS TO REMAIN.) EXISTING TENANT SPACE VERIFY EXISTING CONDITIONS. REFER TO GENERAL DEMOLITION NOTES AS REQ'D. (NOTE: DASHED LINES INDICATE ITEMS TO BE REMOVED - SOLID LINES INDICATE EXISTING ITEMS TO REMAIN.) EXISTING TENANT SPACE VERIFY EXISTING CONDITIONS. REFER TO GENERAL DEMOLITION NOTES AS REQ'D. (NOTE: DASHED LINES INDICATE ITEMS TO BE REMOVED - SOLID LINES INDICATE EXISTING ITEMS TO REMAIN.) G.C.SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (VESTIBULE GLAZING & FRAME ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (GLAZING, ROLLING GRILLES, BASE, BULKHEADS, ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (GLAZING, ROLLING GRILLES, BASE, BULKHEADS, ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE EXISTING STOREFRONT CONSTRUCTION (GLAZING, ROLLING GRILLES, BASE, BULKHEADS, ETC.) SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. 10'-2" [3099] 12'-1114" [3943] 712" [1 9 1 ] 14 ' - 8 516 " [4 4 7 8 ] 5'-111116" [1821] 14'-112" [4305] 16'-3916" [4967] 2'- 1 1 8" [6 3 8 ] 4'- 6 " [1 3 7 2 ] 3" [7 6 ] 8'- 8 1 4" [2 6 4 8 ] G.C. SHALL REMOVE EXISTING DOOR. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE THIS PORTION IN EXISTING DRYWALL. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE THIS PORTION IN EXISTING DRYWALL. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE THIS PORTION IN EXISTING DRYWALL. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE SELECT PORTION OF DRYWALL. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE THIS PORTION IN EXISTING DRYWALL. SEE ARCHITECTURAL DRAWINGS FOR NEW LAYOUT AND CONDITIONS. G.C. SHALL REMOVE THIS PORTION OF DEMISING PARTITION & PATCH ADJACENT SURFACES AS REQUIRED G.C. SHALL REMOVE THIS PORTION OF DEMISING PARTITION & PATCH ADJACENT SURFACES AS REQUIRED 2'- 7 58" [8 0 3 ] 3'- 1 1 2" [9 5 3 ] 12'-10" [3912] 6'-7" [2007] LEASE LINE LEASE LINE LEASE LINE LEASE LINE NOTE: SEE A.0.091 FOR DEMOLITION NOTES. G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) 101'-01 2" [30798] 45 ' - 4 18" [1 3 8 2 2 ] 14 ' - 4 34" [4 3 8 8 ] 48 ' - 8 116 " [1 4 8 3 6 ] 126'-71 2" [38595] 11'-63 4" [3524] 19 ' - 1 " [5 8 1 7 ] 54 ' - 5 1516 " [1 6 6 1 0 ] 46'-11 2" [14059] 36 ' - 8 916 " [1 1 1 9 0 ] 8'-113 4" [2737] 147'-2" [44856] 11 0 ' - 3 12" [3 3 6 1 7 ] G.C. TO REMOVE ALL COLUMN FIXTURES (TYP.) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 3 2 P M V 1 . 0 A.0.090 DE M O L I T I O N F L O O R P L A N Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 A.GENERAL: THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS AND SPECIFICATIONS AND THE DEMOLITION DRAWINGS FORM A PART OF THIS WORK. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND LAWFUL MANNER BY QUALIFIED WORKMEN. WORK AFFECTING FIRE PROTECTION SYSTEM, ELECTRICAL SYSTEM, ETC., SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND THE LANDLORD'S REQUIREMENTS. THIS CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO PREPARING THIS BID TO DETERMINE THE EXISTING CONDITIONS AND EXTENT OF THE WORK TO BE PERFORMED. THE CONTRACTOR SHALL CONTACT TENANT'S FIELD REPRESENTATIVE WITH ANY QUESTIONS. QUESTIONS REGARDING THIS PROJECT ARE NOT TO BE DIRECTED TO THE STORE MANAGER OR PERSONNEL. B.SCOPE: THIS PROJECT IS BEING CONSTRUCTED IN AN EXISTING STORE IN THE LANDLORD'S PREMISE. DEMOLITION WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: 1.COORDINATE WITH TENANT FOR DUSTPROOF BARRICADE AT STOREFRONT IN ACCORDANCE WITH LANDLORD CRITERIA. 2.REMOVE EXISTING STOREFRONT, DISPLAY PLATFORMS, ETC. SEE THE NEW DRAWINGS FOR NEW WORK. 3.REMOVE EXISTING ENCLOSURE. 4.REMOVE EXISTING CURTAIN WALLS/VALANCES, IF EXISTING. 5.REMOVE EXISTING SPECIAL FINISHES FROM EXISTING WALLS AND LEAVE IN SUITABLE CONDITION TO RECEIVE NEW FINISHES AS CALLED FOR IN THE NEW WORK. SEE THE NEW DRAWINGS. 6.REMOVE ALL EXISTING WIRING OR STUB WALLS, DECORATIVE PILASTER, ETC., IF EXISTING. 7.REMOVE THE EXISTING ACOUSTICAL/DRYWALL CEILING AND DECORATIVE TREATMENTS. REMOVE EXISTING LIGHT COVES. 8.REMOVE ALL INTERIOR PARTITIONS, ETC. 9.REMOVE EXISTING FITTING ROOMS, IF ANY. 10.REMOVE EXISTING OFFICE, IF ANY. 11.REMOVE EXISTING TOILET ROOMS. 12.REMOVE EXISTING DECORATIVE COVERING FROM COLUMNS, IF ANY. 13.REMOVE EXISTING MEZZANINE/STORAGE PLATFORM, IF ANY. 14.REMOVE ALL STORE FIXTURES, CABINETS, AND COUNTERS. 15.REMOVE ALL STORE FIXTURE WALL STANDARDS, ETC. 16.REMOVE EXISTING CARPET, PADDING, WOOD FLOORING, CERAMIC TILE, PAVERS, ETC. (INCLUDING THINSET, ADHESIVES, ETC.) COMPLETELY DOWN TO BASE BUILDING SLAB/SUBSTRATE. 17.REMOVE EXISTING LIGHT FIXTURES, LIGHT TRACK, AND OTHER ELECTRICAL ITEMS AS REQUIRED FOR THE NEW WORK. SOME ITEMS TO BE REUSED OR RELOCATED. SEE THE NEW DRAWINGS. 18.ELECTRICAL SYSTEM IS TO BE RETAINED AS SHOWN ON THE NEW DRAWINGS. MODIFY OR RELOCATE AS REQUIRED. 19.TEMPORARILY DISCONNECT THE SPRINKLERS AS REQUIRED BY THE NEW WORK. 20.THE EXISTING HVAC UNIT, DUCTWORK, CONTROLS AND RELATED EQUIPMENT ARE TO BE RETAINED AS SHOWN ON THE NEW DRAWINGS. MODIFY OR RELOCATE AS REQUIRED. 21.SEE DRAWINGS M.0.100 & M.0.200 FOR SCOPE OF MECHANICAL SYSTEMS. C.THIS CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE DUST PROTECTION FOR BARRICADE AND TEMPORARY PARTITIONING TO PROTECT THE PUBLIC, THE MALL, AND OTHER TENANTS DURING THE DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL PAY ANY CLEAN-UP CHARGES RESULTING FROM INADEQUATE DUST PROTECTION. DESIGN OF TEMPORARY DUST BARRICADE SHALL BE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. BLOCK OFF ALL OPENINGS TO HVAC EQUIPMENT OR TO MALL PLENUMS TO PREVENT DUST OR DEBRIS FROM INFILTRATING OTHER AREAS OR DAMAGING HVAC UNITS. D.THIS CONTRACTOR SHALL COORDINATE WITH THE MALL MANAGEMENT FOR THE PROPER AND EFFICIENT METHOD FOR REMOVAL OF ALL DEBRIS AND DELIVERY OF NEW MATERIALS. PROPER CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO MALL FLOORS, WALLS OR OTHER TENANTS. CONTRACTOR SHALL PAY FOR ANY CHARGES FOR DAMAGES RESULTING FROM THE MOVEMENT OF MATERIAL AND DEBRIS. E.THIS CONTRACTOR SHALL COORDINATE WITH THE MALL MANAGEMENT FOR PARKING OF CONSTRUCTION VEHICLES, TRAILERS, AND TRASH REMOVAL SERVICES. F.CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL, MECHANICAL, AND FIRE PROTECTION SUBCONTRACTORS FOR THE DISCONNECTION AND REMOVAL OF EXISTING LIGHT FIXTURES, WIRING, DUCTWORK, AND SPRINKLERS. ALL WORK ON THE SPRINKLER SYSTEM REQUIRING SHUTDOWN AND/OR DRAINING OF THE SYSTEM MUST BE COORDINATED WITH THE LANDLORD AND LOCAL AUTHORITIES. G.THROUGHOUT THE DEMOLITION WORK, CONSIDERATION SHALL BE GIVEN TO THE REQUIREMENTS OF THE NEW WORK. CERTAIN EQUIPMENT IS TO BE REMOVED AND SAFELY STORED FOR REUSE IN THE NEW WORK. REFER TO THE OTHER SPECIFICATIONS AND DRAWINGS. H.CONTRACTOR SHALL REMOVE OR CUT OFF ALL EXISTING ELECTRICAL AND PLUMBING NOT BEING REUSED. ALL OPEN CONNECTIONS SHALL BE CUT OFF AND PATCHED TO MATCH ADJACENT SURFACE AT WALLS OR CEILINGS OR BELOW FINISH FLOOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND REPAIRING RELATED TO SUCH ALTERATIONS. I.REMOVE EXISTING WOOD FLOORING. GENERAL DEMOLITION NOTESDEMOLITION KEY EXISTING TO REMAIN WALL TO BE DEMOLISHED DOOR TO BE DEMOLISHED EXISTING DOOR TO REMAIN NOTE: THE COMPOSITION OF ANY WALLS TO BE REMOVED (SHOWN DASHED) IS UNKNOWN. IT IS THE RESPONSIBILITY OF THE G.C. TO FIELD VERIFY ALL CONDITIONS RELATING TO DEMOLITION AND DEBRIS REMOVAL FROM PREMISE PRIOR TO BIDDING. NOTE: G.C. SHALL BE RESPONSIBLE FOR REMOVING ALL ABANDONED EQUIPMENT, DUCTWORK, WIRING, PIPING, ETC, INCLUDING BUT NOT LIMITED TO ITEMS SHOWN ON PLAN. G.C. SHALL MAKE A SITE VISIT TO VERIFY SCOPE OF WORK TO BE INCLUDED. REMOVAL SHALL BE BACK TO POINT OF ORIGIN AND PROPERLY TERMINATE. G.C. SHALL PATCH AND REPAIR ANY DISTURBED SURFACES AFFECTED BY THE REMOVAL OF SUCH ITEMS INCLUDING WALLS, FLOOR, CEILING AND ROOF ASSEMBLIES TO MATCH EXISTING. NOTE: G.C. SHALL REFERENCE PLAN SHEETS, FRAMING (A.0.100's), FINISH (A.0.120's), FIXTURE (A.0.140's), REFLECTED CEILING (A.0.200's) ELECTRICAL (E.0.100's & E.0.200's), MECHANICAL (M.0.100's) & PLUMBING (P.0.100's) TO VERIFY ALL ITEMS TO REMAIN NOTE: G.C. SHALL CAREFULLY REMOVE AND SALVAGE EXISTING WIRELESS ACCESS COMPONENTS FOR REINSTALLATION IN NEW CONSTRUCTION. LEAVE EXISTING WIRING IN PLACE, AND LABEL ACCORDINGLY IF NOT ALREADY DONE. (TYP. THROUGHOUT). NOTE: DEMOLITION CONTRACTOR SHALL CAREFULLY REMOVE AND SALVAGE AUDIO/VISUAL SYSTEM AND DELIVER ALL COMPONENTS TO TENANT'S STORE MANAGER FOR PROPER STORAGE. NOTE: G.C. TO ENSURE EXISTING TELEPHONE DISTRIBUTION EQUIPMENT REMAINS IN TACT. COORDINATE WITH TENANT FIELD REP. NOTE: EXISTING CONSTRUCTION (SHOWN GHOSTED) TO REMAIN. REFURBISH AS INDICATED/REQUIRED. NOTE: G.C. TO CONFIRM EXTENT BASE-BUILDING CONDITIONS ONCE DEMOLISHED. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 3 4 P M V 1 . 0 A.0.091 DE M O L I T I O N N O T E S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 FD BENCHMARK NO. #2 EDGE OF THE WALL. SCALE: 1/4" = 1'-0" [1:50] FRAMING PLAN 21'-1" [6426]35 8" [92] 1'-21 4" [362] 2'-0" [610] 2'-0" [610] 2'-0" [610] 358" [92] 2'-35 8" [702] 2'-0" [610] 9'-107 8" [3019]2'- 1 516 " [6 4 3 ] 2'-8" [813] 2'-0" [610] 2'-0" [610] 2'-0" [610] 6'- 2 34" [1 8 9 9 ] 358" [9 2 ] L OF PARTITION WALLS C 3' - 3 14" [9 9 7 ] 7'-2" [2184] EQ EQ EQ EQ 2'-6" [762] 2'-0" [610] 2'-6" [762] 2'-0" [610] 2'-35 8" [702] 2'-0" [610] 2'-8 5 16" [821] 2'-0" [610] 2'-0" [610] 2'-0" [610] 1'- 9 3 8" [5 4 3 ] 65 8" [168] 3'-0" [914] 3'-0" [914] 8'-10 716" [2704] 358" [92] 358" [92]8'-31116" [2532] 35 8" [92] 658" [168] 8'-3" [2515] 1'-27 16" [367] 3'-13 4" [959]1'- 3 12" [3 9 4 ] 1'- 3 12" [3 9 4 ] 8' - 6 1516 " [2 6 1 4 ] 358" [92] 358" [9 2 ] 6" [1 5 2 ] 1'-1" [330] 3'-0" [914] 3' - 0 " [9 1 4 ] 3' - 0 " [9 1 4 ] 358" [9 2 ] 9' - 5 316 " [2 8 7 5 ] 6" [1 5 2 ] 101 2" [267] 3'-0" [914] 6'- 0 316 " [1 8 3 4 ] 358" [9 3 ] 4' - 6 " [1 3 7 2 ] 2'- 8 38" [8 2 2 ] 4'-11 4" [1251] 212" [64] 4'-11 4" [1251] 212" [64] 4'-11 4" [1251] 212" [64] 4'-11 4" [1251] 212" [64] 4'-113 16" [1265] +/-5'-4 3 16" [1630] 358" [92] 5' - 0 5 8" [1 5 4 0 ] 4'- 0 " [1 2 1 9 ] 1'- 5 1 2" [4 4 4 ] 81 2" [216] +/- MI N R E Q ' D MIN REQ'D MI N R E Q ' D MIN REQ'D MI N R E Q ' D MIN REQ'D MI N R E Q ' D MIN REQ'D 5'-41 4" [1632] 212" [64] 158" [4 1 ] 9' - 1 1 " [3 0 2 3 ] 212" [6 4 ] 4'- 4 14" [1 3 2 7 ] 212" [6 4 ] 4' - 4 14" [1 3 2 7 ] 212" [6 4 ] 4' - 4 14" [1 3 2 7 ] 212" [6 4 ] 718" [1 8 1 ] 3'- 0 " [9 1 4 ] 1' - 6 34" [4 7 6 ] 3'- 0 " [9 1 4 ] 1' - 6 34" [4 7 6 ] 3' - 0 " [9 1 4 ] 1'- 6 1 4" [4 6 4 ] 3'- 0 " [9 1 4 ] 158" [4 1 ] 5'- 8 12" [1 7 4 0 ] 212" [6 4 ] 3'- 1 0 12" [1 1 8 1 ] 8'- 2 " [2 4 8 9 ] 3' - 1 0 12" [1 1 8 2 ] 212" [6 4 ] 7'- 1 14" [2 1 6 5 ] 358" [9 2 ] 215 16" [74] 212" [64] 9'-63 4" [2915] 358" [92] 1'-8 5 16" [515] 6'-0" [1829] 5'-0" [1524] 30'-65 8" [9312] 31'-318" [9528] 6'-0" [1828] 6'-21 8" [1883] 3'-0" [914] 71 8" [181] 1'-85 8" [523] 3'-11 2" [953] 35 8" [92] 4'-713 16" [1418] 21 2" [64] 4'-713 16" [1418] 21 2" [64] 4'-713 16" [1418] 21 2" [64] 5'-01116" [1541] 358" [92] 358" [92] 12'-934" [3905] 634" [171] 1'-315 16" [404] 358" [92] 3'-0" [914] 1'-105 16" [567]3'-47 8" [1038] 1'-10 5 16" [567] 3'-0" [914] 2'-3 3 16" [691] 3'-0" [914] 358" [92] 1' - 0 " [3 0 5 ] 12 ' - 1 13 16 " [3 7 0 4 ] 6'- 0 " [1 8 2 9 ] 3' - 3 1 8" [9 9 4 ] 6' - 0 " [ 1 8 2 9 ] (4 ) S T A N D A R D S SP A C E D 2 ' - 0 " O . C . 3'-1116" [941] 14'-0" [4267] (8) STANDARDS SPACED 2'-0" O.C. 14'-0" [4267] (8) STANDARDS SPACED 2'-0" O.C. 6'-0" [1829] 22'-0" [6706] (12) STANDARDS SPACED 2'-0" O.C. 14'-0" [4267] (8) STANDARDS SPACED 2'-0" O.C. 14'-0" [4267] (8) STANDARDS SPACED 2'-0" O.C. 14'-0" [4267] (8) STANDARDS SPACED 2'-0" O.C. 2'-15 8" [651] 6'-0" [1829] 6'-0" [1829] D3 D3 D3 D6 C3 C3 C3 C6 D3 D3 F1.1 C2.6C2.6C2.6 D3 C3.2 C3.2 C3 C3 C3 C3 D3 C3 C3 C3 C3 C3 C3 C3 C3 D3 D3 D3 C3 C3 C3 C6 C3 D3 C3 D3 D3 D3 F1.1 F1.1 F1.1 F1.1 A A AA AE SALES AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS AND A.0.140 FOR FIXTURE LOCATIONS AERIE SALES AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS AND A.0.140 FOR FIXTURE LOCATIONS OFFLINE SALES AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS AND A.0.140 FOR FIXTURE LOCATIONS AE FITTING ROOM & PASSAGE AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS AND A.0.140 FOR FIXTURE LOCATIONS AE SEATING AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS AND A.0.140 FOR FIXTURE LOCATIONS C3 C3 D3 D3 C3 F1.1 C3 C2 1 STOCKROOM SEE SHEET A.0.140 FOR SHELVING LAYOUT C3 C3 ALIGN (TYP) E E E E E F1.1 C3.4C3.4 AL I G N (T Y P ) AL I G N (T Y P ) AL I G N (T Y P ) AL I G N (T Y P ) AL I G N (T Y P ) AL I G N (T Y P ) AL I G N (T Y P ) AL I G N (T Y P ) 2' - 0 916 " [6 2 3 ] C3.4 3' - 4 15 16 " [1 0 3 9 ] 2' - 0 " [6 1 0 ] 2' - 0 " [6 1 0 ] 2' - 0 " [6 1 0 ] 1' - 8 " [5 0 8 ] 2' - 0 " [6 1 0 ] EXISTING ELECTRICAL PANELS F.Rm. #1F.Rm. #2F.Rm. #3F.Rm. #4F.Rm. #5 ACCESS. F.Rm. C3.4 E E F.Rm. #1 F.Rm. #2 F.Rm. #3 ACCESS. F.Rm. FITTING ROOM & PASSAGE AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS AND A.0.140 FOR FIXTURE LOCATIONS AERIE FITTING ROOM, PASSAGE & SEATING AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS AND A.0.140 FOR FIXTURE LOCATIONS D3 C2.8 C2.8 C2.8 C2.8 C2.8 C2.8 D3 C3 D3 C3 C2.8 C3 C2.8 C2.8 C2.8 C2.8 1e 1e C MI N R E Q ' D MIN REQ'D C 7f 7a 15e 4x 11 2e 33 2 ACCESSIBLE TOILET ROOM SEE DETAILS ON SHEET 'A.0.150' & DETAIL P/A.0.105 EGRESS PASSAGE BREAK ROOM SEE DETAILS ON SHEET A.0.151 ACCESSIBLE TOILET ROOM SEE DETAILS ON SHEET 'A.0.150' & DETAIL P/A.0.105 2 3 6a 6a 6a 6a 6a 8a 1a 9a8aA 8a 6f 6f 6f 6f 2f 658" [1 6 8 ] 3' - 0 " [9 1 4 ] MINIMAL WRAPPED COLUMN (A.2.710) 3e DASHED LINE REPRESENTS BLOCKING REQUIRED WITHIN WALL FOR MOUNTING OF MILLWORK AND/OR FIXTURES. G.C. SHALL COORDINATE WITH A.0.140 AND MILLWORK/FIXTURE DETAILS FOR EXACT MOUNTING LOCATIONS. (TYP) DASHED LINE REPRESENTS BLOCKING REQUIRED WITHIN WALL FOR MOUNTING OF MILLWORK AND/OR FIXTURES. G.C. SHALL COORDINATE WITH A.0.140 AND MILLWORK/FIXTURE DETAILS FOR EXACT MOUNTING LOCATIONS. (TYP) DASHED LINE REPRESENTS BLOCKING REQUIRED WITHIN WALL FOR MOUNTING OF MILLWORK AND/OR FIXTURES. G.C. SHALL COORDINATE WITH A.0.140 AND MILLWORK/FIXTURE DETAILS FOR EXACT MOUNTING LOCATIONS. (TYP) HO L D 10 ' - 2 34" [3 1 1 8 ] HO L D 358" [9 2 ] 27 ' - 8 12" [8 4 4 6 ] R. O . F O R S K A T E R A M P , R E F E R TO ( A . 1 . 7 8 0 - A . 1 . 7 8 2 ) U A.1.782 U A.1.782 G.C. TO TEMP BRACE WALLS UNTIL MILLOWORK IS INSTALLED. COORDINATE WITH MILLWORKER FOR EXACT SPECIFICATION. G.C. TO TEMP BRACE WALLS UNTIL MILLOWORK IS INSTALLED. COORDINATE WITH MILLWORKER FOR EXACT SPECIFICATION. 3e 3e 3e 3e 3e 3e 3a 3a 1a1a 1a 1a1a CLOSET BACK WRAP SURROUND. COORDINATE WITH DETAILS ON A.2.750 LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE BENCHMARK NO. #1 LEASE LINE BE N C H M A R K N O . # 3 F/ O D E M I S I N G W A L L ALIGN FINISHED SURFACE WITH EDGE OF EXISTING WALL ALIGN FINISHED SURFACE WITH EDGE OF EXISTING WALL ALIGN FINISHED SURFACE WITH EDGE OF EXISTING WALL ALIGN FINISHED SURFACE WITH EDGE OF EXISTING WALL LINE OF NEW MILLWORK SHOWN FOR REFERENCE. SEE A.0.120 FOR MORE INFO. LINE OF NEW MILLWORK SHOWN FOR REFERENCE. SEE A.0.120 FOR MORE INFO. 15 8" [41] 5'-117 8" [1825] 5'-814" [1733] 35 8" [92] 4'-8 5 16" [1430] 113 16" [47] 5'-1 316" [1554] 1'-078" [327] F1.1 D3 SEE A.4.400 FOR DIMENSIONS SEE A.1.400 FOR DIMENSIONS SEE A.2.400 FOR DIMENSIONS EXISTING TENANT DEMISING PARTITION TO REMAIN. G.C. TO PATCH AND REPAIR AS REQUIRED MAINTAINING EXISTING TENANT RATINGS E F.Rm. #1F.Rm. #2F.Rm. #3F.Rm. #4 G.C. SHALL INFILL OPENING AS INDICATED. MATCH ADJACENT FINISHES PER MALL STANDARDS. A B 1'-65 8" [473] AL I G N (T Y P ) B NOTE: SEE A.0.101 FOR FRAMING PLAN NOTES. 3'-6" [1067] 1f D3 5'- 0 " [1 5 2 4 ] BENCHMARK NO. #4 LEASE LINE 5'-10 7 16" [1789] 35 8" [92] 35 8" [92] 4'-35 8" [1311]35 8" [92] 2' - 1 1 8" [6 3 8 ] BE N C H M A R K N O . # 6 F/ O D E M I S I N G W A L L BE N C H M A R K N O . # 5 F/ O D E M I S I N G W A L L D3D3 F1.1 F1.1 F1.1 F1.1 D3 F1.1 F1.1 D3 D3 D3 D3 D3 D3ABOVE ABOVE D3ABOVE C2ACCESS. F.Rm. A3 358" [9 2 ] 358" [9 2 ] 1'-85 8" [523] 3'-112" [953] 1'-85 8" [523] 358" [92] C3 C3 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 2 9 : 5 4 P M V 2 . 0 A.0.100 FR A M I N G P L A N RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 PARTITION INDEX TYPE CORE MATERIAL FURN. BY STUD SPACING STUD HEIGHT GENERAL NOTES A C2 C2.6 C2.8 C3 C3.2 C3.4 C6 D3 D6 E F1.1 F7 METAL STUD (VIF) 250S125-30 METAL STUD 250S125-30 METAL STUD 250S125-30 METAL STUD 362S125-30 METAL STUD 362S125-30 METAL STUD 362S125-30 METAL STUD 600S125-30 METAL STUD 362S162-33 METAL STUD 600S162-33 METAL STUD EXISTING 162S125-30 METAL STUD 087F125-30 FURRING CHANNEL LANDLORD G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. EXISTING G.C. G.C. VIF 24" O.C. 24" O.C. 24" O.C. 24" O.C. 16" O.C. 24" O.C. 24" O.C. 16" O.C. 16" O.C. EXISTING 24" O.C. 24" O.C. VIF TO CEILING TO 8'-6" A.F.F. TO 8'-8" A.F.F. TO CEILING TO 11'-0" A.F.F. TO 10'-4" A.F.F. TO CEILING TO STRUCTURE TO STRUCTURE EXISTING TO 11'-0" A.F.F. TO CEILING SEE DETAIL A/A.0.105 SEE DETAIL C/A.0.105 SEE DETAIL C/A.0.105 SEE DETAIL C/A.0.105 SEE DETAIL C/A.0.105 SEE DETAIL C/A.0.105 SEE DETAIL C/A.0.105 SEE DETAIL C/A.0.105 SEE DETAIL D/A.0.105 SEE DETAIL D/A.0.105 SEE NOTES BELOW SEE DETAIL F/A.0.105 SEE DETAIL F/A.0.105 PARTITION GENERAL NOTES, SEE PARTITION DETAILS ON SHEET 'A.0.105' 1.G.C. SHALL TAPE, SPACKLE, SAND AND PRIME ALL DRYWALL. 2.SEE INTERIOR ELEVATIONS FOR WALL FINISHES 3.DRYWALL FINISH MATERIALS SHALL BE FURNISHED BY G.C., MDF FINISH MATERIALS SHALL BE FURNISHED BY TENANT. 4.G.C. SHALL INSTALL 5/8" TYPE 'X' DRYWALL ON BOTH SIDES OF DEMISING WALL. G.C. SHALL CONFIRM WITH AEO PROJECT MANAGER PRIOR TO BID 5.EXISTING FINISHES TO REMAIN. G.C. SHALL REPAIR FINISHES AS REQUIRED TO MAINTAIN ANY EXISTING FIRE RATING. 6.AS REQUIRED, G.C. SHALL SUBSTITUTE 362S162-33 METAL STUDS AT PLATFORM LOCATIONS ONLY (VERIFY WITH NEW PLANS). 7.ALL PARTITIONS NOTED TO CEILING SHALL BE 6" ABOVE CEILING AS DETAILED ON A.0.105, EXCEPT FOR AT PLATFORMS. 8.G.C. SHALL USE WATER RESISTANT GWB AT WET LOCATIONS. 9.G.C. SHALL PROVIDE 3 1/2" THICK BATT INSULATION FOR SOUND ATTENUATION IN NEW TOILET ROOM WALLS, STC OF 42 OR BETTER. 10.G.C. SHALL BRACE FURRING PARTITIONS ONLY TO DEMISING WALL @ 5'-0" A.F.F. (4'-0" O.C. MIN.). 11.G.C. SHALL PROVIDE BACK TO BACK METAL STUDS AT SLOTTED STANDARD LOCATIONS (WHERE APPLICABLE). **EXISTING STRUCTURE/DECK HEIGHT IS BELIEVED TO BE 17'-3" ABOVE SLAB. A3 362S162-33 METAL STUD G.C.16" O.C.TO STRUCTURE SEE DETAIL A/A.0.105 362S125-30 MATERIAL THICKNESS IN MILS (1/1000") (EX. 30 = .030") FLANGE WIDTH (1/100") (EX. 125 = 1.25" OR 114") STYLE S = STUD OR JOIST SECTION T = TRACK SECTION U = CHANNEL SECTION F = FURRING CHANNEL SECTION MEMBER WIDTH (1/100") (EX. 362 = 3.62" OR 358") REFERENCE GAUGE CHART MILS GAUGE NO. 18 27 30 33 43 54 68 97 25 22 20 - DRYWALL 20 - STRUCTURAL 18 16 14 12 STEEL STUD PRODUCT IDENTIFICATION PER SSMA STANDARDS A PARTITION TAG PARTITION SYMBOL LEGEND INTEGRAL STANDARDS (IF APPLICABLE) SURFACE MOUNTED STANDARDS (IF APPLICABLE) INTERIOR WALL STUD SCHEDULE MAXIMUM WALL HEIGHT STUD SIZE STUD SPACING COMPOSITE WALL BRACED @ 48" O.C.FULLY BRACED 362S125-30 12" O.C.18'-3"17'-1"17'-0" 16" O.C. 24" O.C. 16'-7" 14'-6" 15'-6" 13'-4" 15'-6" 13'-6" 362S125-33 12" O.C.19'-2"17'-8"17'-7" 16" O.C. 24" O.C. 17'-5" 15'-3" 16'-1" 14'-0" 16'-0" 14'-0" 362S125-43 12" O.C.N/A 19'-2"19'-2" 16" O.C. 24" O.C. N/A N/A 17'-5" 15'-3" 17'-5" 15'-3" 362S162-33 12" O.C.19'-4"N/A 19'-4" 16" O.C. 24" O.C. 17'-7" 15'-4" N/A N/A 17'-7" 15'-4" 362S162-43 12" O.C.21'-0"21'-0" 16" O.C. 24" O.C. 19'-1" 16'-8" 19'-1" 16'-8" N/A N/A N/A 600S125-30 12" O.C.18'-3"17'-1"17'-0" 16" O.C. 24" O.C. 16'-7" 14'-6" 15'-6" 13'-4" 15'-6" 13'-6" 600S125-33 12" O.C.28'-1"26'-5"26'-2" 16" O.C. 24" O.C. 25'-6" 22'-3" 23'-11" 20'-5" 23'-9" 20'-6" 600S125-43 12" O.C.22'-9"28'-9" 16" O.C. 24" O.C. 26'-2" 22'-10" 26'-2" 22'-10" N/A N/A N/A 600S162-33 12" O.C.28'-8"28'-8" 16" O.C. 24" O.C. 26'-0" 22'-9" 26'-1" 22'-9" N/A N/A N/A 600S162-43 12" O.C.31'-2" 16" O.C. 24" O.C. 28'-4" 24'-9" 31'-2" 28'-4" 24'-9" N/A N/A N/A 800S125-43 12" O.C.36'-1" 16" O.C. 24" O.C. 32'-9" 28'-8" 36'-6" 33'-1" 28'-4" N/A N/A N/A 800S162-43 12" O.C.39'-4" 16" O.C. 24" O.C. 35'-8" 31'-1" N/A N/A N/A N/A N/A N/A SCHEDULE NOTES: a.DEFLECTION IS LIMITED TO L/240 b.INTERIOR LATERAL LOAD IS LIMITED TO 5 psf SERVICE LOAD c.WALLS SHALL NOT BE LOAD BEARING d.COMPOSITE WALLS ARE FULLY SHEATHED ON BOTH SIDES WITH GYPSUM BOARD PER SCAFCO USING ICC-ES AC86-2012 AND ICC-ES ESR-3064P e.STUD BEARING LENGTH SHALL BE MINIMUM 1" f.NON-COMPOSITE BRACED WALLS SHALL BE BRACED IN ACCORDANCE WITH THE SCAFCO REQUIREMENTS g.ALL STEEL STUD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SCAFCO REQUIREMENTS h.THE VALUES ARE BASED ON THE 2016 EDITION OF THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, AISI S100-16(R2020) WITH SUPPLEMENT S3-22 AS REFERENCED BY 2-15 IBC NOTE: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND PROVIDING ALL MATERIALS REQUIRED FOR PERFORMING THEIR TRADE. G.C. SHALL BE RESPONSIBLE FOR ENSURING ALL SAID MATERIALS ARE INCLUDED IN EACH SUBCONTRACTORS BID. TENANT WILL NOT BE RESPONSIBLE FOR ANY "EXTRA" INCURRED AS A RESULT OF ABOVE. NOTE: G.C. SHALL COORDINATE WITH MIKE GIOSA 215-946-8118 REQUIREMENTS OF SENSORMATIC ANTI-THEFT SYSTEM. NOTE: G.C. MUST VERIFY ALL ACCESSIBLE FITTING ROOM DIMENSIONS NOTE: ENTIRE STORE IS BEING REPAINTED. IF PAINT COLOR IS NOT INDICATED ON PLANS / ELEVATIONS, SURFACES TO BE FINISHED PER BELOW. P-1e - MILLWORK P-1e - DRYWALL P-2e CEILING COORDINATE WITH TENANT REP. 1a AERIE KEY NOTES CONCEALED WALL STANDARD - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL G/A.2.700 & GG/A.2.700 AND ELEVATIONS ON SHEET A.2.600 FOR SIZE AND LOCATION. 3a SURFACE MOUNTED WALL STANDARD - PREFINISHED WHITE, 9'-6" [2896] LONG, MOUNTED @ 6" [1032] A.F.F., FURN. BY MILLWORKER, INST. BY G.C. G.C. TO PROVIDE BLOCKING WITHIN PARTITION AS REQUIRED (TYP) A B C STRUCTURAL COLUMN INDEX STRUCTURAL COLUMNS - IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, COVER WITH 5/8" TYPE 'X' DRYWALL OVER METAL STUD FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING. STRUCTURAL COLUMNS - IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, COVER WITH 5/8" TYPE 'X' DRYWALL OVER METAL STUD FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING. FOR COLUMN FINISHES, SEE SHEETS A.1.710, A.2.710 & A.4.700 STRUCTURAL COLUMNS - IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, COVER WITH 5/8" TYPE 'X' DRYWALL OVER METAL STUD FRAMING TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. IF EXISTING, REPAIR ANY DAMAGED FIRE PROOFING TO MAINTAIN FIRE RATING. FOR COLUMN FINISHES, SEE ELEVATIONS ON SHEETS A.1.300, A.2.300 & A.4.300 AND PLAN SECTIONS ON SHEETS A.1.400, A.2.400 & A.4.400 STOCKROOM - FURNISH AND INSTALL [B-1] THROUGHOUT. PAINT ALL DRYWALL PARTITIONS [P-1].1 TOILET ROOM(S) - CAULK AROUND FLOOR DRAIN AFTER VCT IS INSTALLED OVER WATERPROOF MEMBRANE, LATICRETE #9235. USE LATEX TYPE ADHESIVE. INSTALL PLATFORM ABOVE AS PER DETAIL P/A.0.105. 2 GENERAL KEY NOTES G.C. SHALL FIRST VERIFY PERIMETER SPACE DIMENSIONS AND STRUCTURAL COLUMN LOCATIONS PRIOR TO LAYOUT OF TENANT'S STORE. IF DISCREPANCY EXISTS, G.C. SHALL IMMEDIATELY CONTACT TENANT'S FIELD REPRESENTATIVE. IF SPACE DIMENSIONS AGREE WITH TENANT'S DRAWINGS, G.C. SHALL LAYOUT STORE FROM NUMBERED BENCHMARK'S AND/OR WORK POINTS PAYING SPECIAL ATTENTION TO DIRECTIONAL INDICATORS. ALL DIMENSIONS ARE TO BE HELD UNLESS OTHERWISE NOTED. DIMENSIONS LABELED AS EQUAL OR ± SHALL BE FIELD DETERMINED AND COORDINATED WITH TENANT FIELD REPRESENTATIVE. NOTE: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND PROVIDING ALL MATERIALS REQUIRED FOR PERFORMING THEIR TRADE. G.C. SHALL BE RESPONSIBLE FOR ENSURING ALL SAID MATERIALS ARE INCLUDED IN EACH SUBCONTRACTORS BID. TENANT WILL NOT BE RESPONSIBLE FOR ANY "EXTRA" INCURRED AS A RESULT OF ABOVE. NOTE REGARDING FIRE CAULKING: G.C. SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING FIRE CAULKING AT ALL RATED ASSEMBLY PENETRATIONS AND CONNECTIONS (NEW AND/OR EXISTING) AS REQUIRED BY THE BUILDING DEPARTMENT. STORE LAYOUT NOTE: NOTES: ·SEE FINISH & MATERIAL SCHEDULES ON SHEETS 'A.0.020'', 'A.0.021', 'A.0.022', & 'A.0.024' ·SEE SHEET 'A.0.120' FOR FLOOR FINISH CALLOUTS ·SEE SHEET 'A.0.140' FOR LOCATIONS OF TENANT SUPPLIED FIXTURES (FITTING ROOM BENCHES, MIRROR'S, COATHOOK'S, ETC.) ·SEE STOREFRONT PLAN SECTIONS ON SHEETS 'A.1.400', 'A.2.400', & 'A.4.400' FOR MORE DETAIL. ·G.C. SHALL COORDINATE CONSTRUCTION AREA OF STOREFRONT ENTRY WITH REQUIREMENTS OF ANTI-THEFT CONSULTANT'S DETECTION EQUIPMENT. ·SEE SHEET 'A.1.730', 'A.2.730', & 'A.4.730' FOR DOOR INFORMATION BE AWARE THAT DOOR DESIGNATIONS MAY NOT BE SEQUENTIAL, SOME DESIGNATIONS MAY BE SKIPPED INTENTIONALLY. ·DIMENSIONS AT NEW PARTITIONS ARE REFERENCED TO FACE OF STUDS. DIMENSIONS AT DEMISING PARTITIONS ARE REFERENCED TO FACE OF DRYWALL. DIMENSIONS AT DOORS, OPENINGS, & PREFAB. MILLWORK COMPONENTS ARE FINISHED DIMENSIONS. NOTE: EXISTING CONSTRUCTION (SHOWN GHOSTED) TO REMAIN. REFURBISH AS INDICATED/REQUIRED. CONCEALED WALL STANDARD WITH SMOOTH MDF PRIMED PANELS - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL 'D \ A.1.710' AND ELEVATIONS ON SHEET 'A.1.600' FOR SIZE AND LOCATION. 3e AE KEY NOTES WALL KEY EXISTING TO REMAIN NEW CONSTRUCTION PARTITION INDEX: -ADDED PARTITION TYPE A3 -REVISED GENERAL NOTE 4 NOTE: -THERMAL AND ACOUSTICAL INSULATION, OTHER THAN FOAM PLASTICS, MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25. THE ONLY EXCEPTION IS INSULATION PLACED BETWEEN TWO LAYERS OF NONCOMBUSTIBLE MATERIALS WITHOUT AN INTERVENING AIRSPACE SHALL BE ALLOWED TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 100. 6e 8a 15e 2e 3 4x 11 9a 6a 7a 1e DOOR DOOR SCHEDULE DETAIL PAGE A.1.730 A.1.731 A.2.730 A.2.730 A.2.731 A.1.731 A.2.731 A.2.731 A.2.731 A.1.731 A.1.731 DOOR TYPE HOLLOW WOOD HOLLOW METAL DOOR SIZE CASED OPENING CASED OPENING SOLID WOOD SOLID WOOD HOLLOW METAL HOLLOW METAL 6'-0" x 8'-3 3/4" QTY 2 3'-0" x 7'-0" 3'-0" x 6'-8" 3'-0" x 7'-0" 2'-8" x 7'-2" 3'-0" x 5'-8" 6'-0" x 9'-0" 4'-6" x 8'-8" 5'-4" x 6'-8" 3'-0" x 7'-0" 10'-6" x 4'-2" 1 1 1 2 1 5 5 1 3 1 FIRE RATED NON RATED 90 MINUTE NON RATED NON RATED NON RATED NON RATED NON RATED 90 MINUTE NON RATED 90 MINUTE FINISH NON RATED [P-9e] [P-3e] [P-3e] MATCH MALL STD. [WD-6a] [P-5e] [P-3a] [P-3a] [P-8a] [P-3e] [P-1e] HINGES 4 1/2" x 4 1/2" TA2714-26D NRP HINGE HEAVYWEIGHT BALL BEARING HINGE 4 1/2" x 4 1/2" - 26D STANDARD SATIN ALUMINUM HINGE 4 1/2" x 4 1/2" T2414P-26D PRIMECOAT NRP HINGE 3 1/2" x 3 1/2" BALL BEARING 5/8" RADUIS CORNER HINGE US15 SATIN BRASS FINISH (CENTER HINGE ONLY) 3 1/2" X 3 1/2" SPRING HINGES 5/8" RADIUS CORNER US15 SATIN BRASS FINISH (TOP & BOTTOM HINGES) NONE NONE NONE 4 1/2" x 4 1/2" BARREL HINGE OPENING MECHANISM CUSTOM PUSH PULLS, US4 SATIN BRASS #5965-26D 2 3/4" PASSAGE PUSH/PULL (HOSPITAL SET) #GP115BSN-26D PRIVACY 2 3/4" LEVER LOCKSET #AL700 PANIC ALARM BAR PDQ #GP176 MIA 2 3/4" LEVER STYLE LOCKSET US4 SATIN BRASS FINISH NONE AUTOMATIC CLOSURE DOR-O-MATIC SELF CLOSURE SC61 SERIES DESIGN 1 16 AL OVERHEAD CLOSURE TUBELITE P1460 OVERHEAD CLOSURE NONE NONE NONE NONE NONE NONE NONE NONE GLAZING 1" [25] INSULATED IMPACT GLASS [GL-1e] NONE NONE NONE NONE NONE NONE NONE MISCELLANEOUS HARDWARE AND NOTES THUMB TURN, TUBELITE P023 W/ THUMB TURN GUARD "KICK-DOWN" DOOR STOP SATIN ALUM. FINISH 36" NEOPRENE TYPE DOOR SWEEP & ALUM THRESHOLD HOLLOW METAL JAMB ASSEMBLY [P-3e] PEMKO S44W "SILLICONSEAL" "CRS" KICK PLATE [P-3e] PREHUNG & PREMACHINED UNDERCUT DOOR 3/4" #ULDV-200 FIRE DOOR VIEWER PEMKO S44W "SILICONSEAL" #P531 DOOR PULL #98V DKB 48" DOOR SWEEP NONE POPLAR JAMB AND TRIM [WD-2a] [P-3a] POPLAR JAMB AND TRIM [PR-1] [P-1e] POPLAR JAMB AND TRIM [WD-2a] [P-3a] PREHUNG AND PREMACHINED 6eA 1a 7f 8aA 1f 2f 6f NONE NONE NONE NONECASED OPENING POPLAR JAMB AND TRIM [WD-2a] [P-3a]NONE A.2.731 CASED OPENING 2'-6" x 8'-8" 1 NON RATED [P-3a]NONE NONENONE POPLAR JAMB AND TRIM [WD-2a] [P-3a]NONE HOLLOW WOOD NON RATED NONEDEADBOLT, KEYED ONE SIDE HOLLOW METAL HEAVYWEIGHT BALL BEARING HINGE 4 1/2" x 4 1/2" - 26D #5965-26D 2 3/4" PASSAGE PUSH/PULL (HOSPITAL SET) DESIGN 1 16 AL OVERHEAD CLOSURE HOLLOW METAL JAMB ASSEMBLY [P-3e] PEMKO S44W "SILLICONSEAL" "CRS" KICK PLATE [P-3e] NONE A.1.731 SOLID WOOD 3'-2" x 5'-8" 1 NON RATED [P-5e]NONE NONENONENONE NONE A.2.730 HOLLOW METAL 7'-0" x 9'-2 1/2" 1 NON RATED [P-3a]4 1/2" x 4 1/2" TA2714-26D NRP HINGE CUSTOM PUSH PULLS, US4 SATIN BRASS TUBELITE P1460 OVERHEAD CLOSURE 1" [25] INSULATED IMPACT GLASS [GL-1e] THUMB TURN, TUBELITE P023 W/ THUMB TURN GUARD "KICK-DOWN" DOOR STOP SATIN ALUM. FINISH 36" NEOPRENE TYPE DOOR SWEEP & ALUM THRESHOLD A.4.731 6'-0" x 8'-8" 1 NON RATED [P-2a]NONE NONENONE POPLAR JAMB AND TRIM [WD-11a] [P-2a]NONECASED OPENING A.4.730 ROLLING GRILLE 15'-0" x 11'-0" 1 NON RATED [P-3f]NONE NONEEMERGENCY PULL STATION KEY SWITCH, MOTOR CONTROLLED BOTTOM RAIL [P-3f]NONE A.4.730 SOLID CORE 3'-0" x 7'-0" 1 90 MINUTE [WD-1f]CAL-ROYAL BB31 US32D HEAVYWEIGHT BALL BEARING HINGE 4 1/2" x 4 1/2" - 26D #1562-630 2 3/4" PASSAGE PUSH/PULL (HOSPITAL SET) CR441 US32D OVERHEAD CLOSURE NONE CASING PRE-ROUTED TO ACCEPT JAMB ASSEMBLY [P-2] PEMKO S44W "SILLICONSEAL" DON-JO #90 8" X 34" 4BE X 630 STAINLESS STEEL KICKPLATE A.4.730 SOLID WOOD 3'-0" x 5'-8" 4 NON RATED [P-3f]NONE NONE 3 1/2" x 3 1/2" BALL BEARING 5/8" RADUIS CORNER HINGE US4 SATIN BRASS FINISH (CENTER HINGE ONLY) 3 1/2" X 3 1/2" SPRING HINGES 5/8" RADIUS CORNER US4 SATIN BRASS FINISH (TOP & BOTTOM HINGES) PDQ #GPP176 MIA - US4 STAIN BRASS PRIVACY 2 3/4"NONE DOOR SCHEDULE NOTES: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM. ALL OPERABLE PARTSS ON DOORS SHALL COMPLY WITH CBC SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THERE SURFACES SHALL BE WITHIN 116 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. -DOORS THAT DO NOT EXTEND TO WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH CBC SECTION 11B-404.2.10. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 0 : 0 0 P M V 2 . 0 A.0.101 FR A M I N G P L A N N O T E S & S C H E D U L E S NOTE: G.C. SHALL PATCH, PREP & FINISH ALL NEW AND EXISTING EXPOSED DRYWALL SURFACES TO ACCEPT PAINT FINISH, MINIMUM LEVEL 4 FINISH. RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL PARTIAL HEIGHT PARTITIONC A.0.105SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL DEMISING PARTITIONA A.0.105 BO T T O M SE C T I O N PL A N VI E W TO P SE C T I O N ATTACH METAL STUDS TO UNDERSIDE OF EXISTING DECK REFER TO DETAIL T1/A.0.105 DIAGONAL BRACING @ 4'-0" [1219] O.C. AS REQ'D (TYP) CONTINUOUS BOTTOM RUNNER TRACK ATTACHED TO FLOOR SLAB. REFER TO DETAIL T2/A.0.105 EXISTING DECK VARIES AD J A C E N T T E N A N T / MA L L C O R R I D O R VARIES BO T T O M SE C T I O N PL A N SE C T I O N TO P SE C T I O N CONTINUOUS BOTTOM RUNNER TRACK ATTACHED TO FLOOR SLAB. REFER TO DETAIL T2/A.0.105 REFER TO ARCHITECTURAL DRAWINGS FOR APPLIED FINISHES. (FINISHES MAY NOT OCCUR ON BOTH SIDES) UNDERSIDE OF EXISTING STRUCTURE - VARIES VARIES 6" [ 1 5 2 ] (A S R E Q ' D ) DIAGONAL BRACING @ 4'-0" [1219] O.C. AS REQ'D (TYP) SEE DETAIL T1/A.0.105 SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL MASONRY PARTITIONB A.0.105 HEIGHT VARIES - REFER TO PARTITION INDEX SCHEDULED CEILING (WHERE OCCURS) VARIES - REFER TO A.0.200 SERIES METAL STUD BY USG OR APPROVED EQUAL ICC# ESR-3064P, SEE PARTITION INDEX ON A.0.101 FOR STUD SIZE AND SPACING FINISHED SLAB 0'-0" [0] FINISHED SLAB 0'-0" [0] SCHEDULED CEILING (WHERE OCCURS) VARIES - REFER TO A.0.200 SERIES BO T T O M SE C T I O N PL A N VI E W TO P SE C T I O N EXISTING DECK VARIES ADJACENT TENANT/ MALL CORRIDOR VARIES FINISHED SLAB 0'-0" [0] TE N A N T S P A C E TENANT SPACE METAL STUD BY USG OR APPROVED EQUAL ICC# ESR-3064P, SEE PARTITION INDEX ON A.0.101 FOR STUD SIZE AND SPACING THERMAL INSULATION INFILL. FLAME SPREAD INDEX OF NOT MORE THAN 100 WHEN CLAD ON EACH SIDE BY NONCOMBUSTIBLE MATERIALS (FLAME SPREAD INDEX OF 25 OTHERWISE). 16 GA. CONT. BOTTOM TRACK (WIDTH VARIES) SECURE TO FLOOR W/ SHOT PINS 'HILTI' .157" [4] DIA. @ 16" [406] O.C. & 6" [152] FROM ENDS. REFER TO FINISH PLAN(S) FOR SCHEDULED WALL, BASE, & FLOOR FINISHES. SCALE: 3" = 1'-0" [1:4] TYPICAL FLOOR CONNECTION DETAILT3 A.0.105 (EXTERIOR PARTITIONS) 114" [ 3 2 ] SLIPTRACK SYSTEMS SLP-TRK BRAND SLOTTED TRACK 1/2" [13] DEFLECTION GAP 0.145" [4] x 1" [25] HILTI POWER ACTUATED FASTENER (2) @ 16" [406] O.C. (MAX.) ICC #ESR-1663 FLUTED METAL DECK WITH CONCRETE FILL MINERAL WOOL IN FLUTE CAVITY 12" [ 1 3 ] NOMINAL JOINT WIDTH 1/2" [13] MIN., 1 3/4" [44] MAX. NOTES: 1.CYCLICAL DESIGN - UL 2079 TEST STANDARD 2.DO NOT SCREW DRYWALL TO SLOTTED TRACK. 3.UL SYSTEM HW-D-OO44, BASED ON UL#465 (@ FIRE RATED WALLS ONLY) FIRE-RESISTIVE JOINT SPRAY 12" [13] STUD WALL WIDTH VARIES #8 WAFERHEAD FRAMING SCREWS (TYP.) METAL STUD (SIZE, SPACING & CONDITION VARIES, SEE PARTITION INDEX ON A.0.101) BY USG OR APPROVED EQUAL ICC# ESR-3064P 5/8" [16] TYPE 'X' GWB 4" [ 1 0 2 ] SCALE: 3" = 1'-0" [1:4] SLIP JOINT DETAILS1 A.0.105 EXISTING METAL DECK TO REMAIN (TYP.) ATTACH STUD BRACING W/ A MINIMUM OF (2) 12-14 TEK SCREWS (TYP.) 3 5/8" [92] x 20 GA. MTL. STUD BRACING @ 4'-0" [1219] O.C. SCREW TO WALL STUDS W/(2) 12-14 TEK SCREWS MINIMUM (TYP.) 3 5/8" [92] STUD INFILL BY G.C. ONLY WHERE NEEDED (TYP.) EXISTING STRUCTURE TO REMAIN (TYP.) (1) 12-14 TEX SCREW EACH SIDE OF EVERY STUD 16 GA. SLIP TRACK SECURE TO EXISTING STRUCTURE W/ A MINIMUM OF (2) TEK SCREWS @ 4'-0" [1219] O.C. MAX. DIAGONAL BRACING DETAIL ATTACHMENT TO UNDERSIDE OF STRUCTURE METAL STUD SECURE TO PARTITION W/ A MINIMUM OF (2) TEK SCREWS @ 4'-0" [1219] O.C. MAX. SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL CONNECTION DETAILST1 A.0.105 114" [ 3 2 ] SLIPTRACK SYSTEMS SLP-TRK BRAND SLOTTED TRACK 1/2" [13] DEFLECTION GAP 0.145" [4] x 1" [25] HILTI POWER ACTUATED FASTENER (2) @ 16" [406] O.C. (MAX.) ICC #ESR-1663 FLUTED METAL DECK WITH CONCRETE FILL MINERAL WOOL IN FLUTE CAVITY 1 2" [ 1 3 ] NOMINAL JOINT WIDTH 1/2" [13] MIN., 1 3/4" [44] MAX. NOTES: 1.CYCLICAL DESIGN - UL 2079 TEST STANDARD 2.DO NOT SCREW DRYWALL TO SLOTTED TRACK. 3.UL SYSTEM HW-D-OO44, BASED ON UL#465 (@ FIRE RATED WALLS ONLY) FIRE-RESISTIVE JOINT SPRAY 1" [25] MIN 2" [51] x 20 GA STEEL STRAPS OR Z-BARS @ 16" [406] O.C. (MAX.) CONT. PLATE NOT REQ'D. STUD WALL WIDTH VARIES #8 WAFERHEAD FRAMING SCREWS (TYP.) METAL STUD (SIZE, SPACING & CONDITION VARIES, SEE PARTITION INDEX ON A.0.101) BY USG OR APPROVED EQUAL ICC# ESR-3064P 5/8" [16] TYPE 'X' GWB 4" [ 1 0 2 ] SCALE: 3" = 1'-0" [1:4] SLIP JOINT DETAILS2 A.0.105 MINERAL WOOL 114" [ 3 2 ] SLIPTRACK SYSTEMS SLP-TRK BRAND SLOTTED TRACK 1/2" [13] DEFLECTION GAP 0.145" [4] x 1" [25] HILTI POWER ACTUATED FASTENER (2) @ 16" [406] O.C. (MAX.) ICC #ESR-1663 12" [ 1 3 ] NOMINAL JOINT WIDTH 1/2" [13] MIN., 1 3/4" [44] MAX. NOTES: 1.CYCLICAL DESIGN - UL 2079 TEST STANDARD 2.DO NOT SCREW DRYWALL TO SLOTTED TRACK. 3.UL SYSTEM HW-D-OO44, BASED ON UL#465 (@ FIRE RATED WALLS ONLY) FIRE-RESISTIVE JOINT SPRAY STUD WALL WIDTH VARIES #8 WAFERHEAD FRAMING SCREWS (TYP.) METAL STUD (SIZE, SPACING & CONDITION VARIES, SEE PARTITION INDEX ON A.0.101) BY USG OR APPROVED EQUAL ICC# ESR-3064P 5/8" [16] TYPE 'X' GWB 4" [ 1 0 2 ] SCALE: 3" = 1'-0" [1:4] SLIP JOINT DETAILS3 A.0.105 SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL FURRING PARTITIONF A.0.105SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL FULL HEIGHT PARTITIOND A.0.105 BO T T O M SE C T I O N PL A N SE C T I O N TO P SE C T I O N ATTACH METAL STUDS TO UNDERSIDE OF EXISTING STRUCTURE (NOT METAL DECK). REFER TO DETAIL T1/A.0.105 DIAGONAL BRACING @ 4'-0" [1219] O.C. AS REQ'D (TYP) CONTINUOUS BOTTOM RUNNER TRACK ATTACHED TO FLOOR SLAB. REFER TO DETAIL T2/A.0.105 UNDERSIDE OF EXISTING STRUCTURE - VARIES VARIES METAL STUD FASTENED TO PERIMETER "L" BRACKET ABOVE ICC #ESR 3064P BO T T O M SE C T I O N PL A N VI E W TO P SE C T I O N REFER TO ARCHITECTURAL DRAWINGS FOR APPLIED FINISHES. UNDERSIDE OF EXISTING STRUCTURE - VARIES FINISHED SLAB 0'-0" [0] FACE OF ADJACENT PARTITION (TYPE VARIES) VARIES 6" [ 1 5 2 ] (A S R E Q ' D ) 6" [ 1 5 2 ] (A S R E Q ' D ) METAL STUD BY USG OR APPROVED EQUAL ICC# ESR-3064P, SEE PARTITION INDEX ON A.0.101 FOR STUD SIZE AND SPACING HEIGHT VARIES - REFER TO PARTITION INDEX SCHEDULED CEILING (WHERE OCCURS) VARIES - REFER TO A.0.200 SERIES 15'-9" [4877] MIN. FINISHED SLAB 0'-0" [0] SCHEDULED CEILING (WHERE OCCURS) VARIES - REFER TO A.0.200 SERIES METAL STUD BY USG OR APPROVED EQUAL ICC# ESR-3064P, SEE PARTITION INDEX ON A.0.101 FOR STUD SIZE AND SPACING REFER TO ARCHITECTURAL DRAWINGS FOR APPLIED FINISHES ON BOTH SIDES OF WALL. STOCK SALES BO T T O M SE C T I O N PL A N VI E W TO P SE C T I O N VARIES NOTE: ALIGN JOISTS WITH STUDS BO T T O M SE C T I O N PL A N VI E W TO P SE C T I O N CONTINUOUS BOTTOM RUNNER TRACK ATTACHED TO FLOOR SLAB. REFER TO DETAIL T2/A.0.105 REFER TO ARCHITECTURAL DRAWING A.0.150 FOR APPLIED FINISHES ON BOTH SIDES OF WALL. TOP OF PLATFORM 8'-8" [2642] SCHEDULED CEILING 8'-0" [2438] FINISHED SLAB 0'-0" [0] VARIES 1 [25] x 4 [102] CLEAT AROUND PERIMETER OF PLATFORM (PAINT TO MATCH WALL) 3/4" [19] F.R.T. PLYWOOD OVER 5/8" [16] TYPE "X" GWB WITH #8 TEK SCREWS @ 12" [305] O.C. @ SUPPORTS AND EDGES 600S200-54 METAL STUDS SPACED @ 24" [610] O.C. MAX. PER ICC# ESR-3064P FACE OF ADJACENT PARTITION (TYPE VARIES) NOTE: ALIGN JOISTS WITH STUDS SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL PARTITION AT PLATFORMP A.0.105 20 GA. STRUCTURAL CONT. BOTTOM TRACK (WIDTH VARIES) SECURE TO FLOOR W/ SHOT PINS 'HILTI' .157" [4] DIA. @ 32" [813] O.C. & 6" [152] FROM ENDS. REFER TO FINISH PLAN(S) FOR SCHEDULED WALL, BASE, & FLOOR FINISHES. SCALE: 3" = 1'-0" [1:4] TYPICAL FLOOR CONNECTION DETAILT2 A.0.105 (INTERIOR PARTITIONS) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 4/ 1 1 / 2 0 2 5 3 : 3 0 : 0 2 P M V 1 . 0 NOTE: NOT ALL DETAILS SHOWN ON THIS SHEET ARE REQUIRED. COORDINATE WITH ARCHITECTURAL DRAWINGS. A.0.105 PA R T I T I O N S E C T I O N DE T A I L S RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 FD NOTE: SEE FINISH & MATERIAL SCHEDULES ON SHEET 'A.0.020', 'A.0.021', 'A.0.022' & 'A.0.024'SCALE: 1/4" = 1'-0" [1:50] MILLWORK & FLOOR FINISH PLAN 6' - 1 12" [1 8 6 7 ] EQ 8'-111 16" [2481]65 16" [160] 14'-3" [4343]65 16" [160] 8'-111 16" [2481] EQ 12'-71 2" [3848] 14'-3" [4343] 5'-1015 16" [1802] 14 ' - 1 7 16 " [4 3 0 4 ] 9' - 0 " [2 7 4 3 ] 8" [2 0 3 ] 10 ' - 1 1 2" [3 0 8 6 ] 8" [203] 12'-712" [3848] 6" [152]14'-3" [4343] 5'-101516" [1802] 8'-11116" [2481] 65 16" [160] 14'-3" [4343] 65 16" [160]8'-11116" [2481] 8" [2 0 3 ] 6' - 1 1 2" [1 8 6 7 ] 8" [203] 8'-5" [2565] 8" [2 0 3 ] 8" [203] 8" [2 0 3 ] 8" [203] 6' - 1 1 2" [1 8 6 7 ] 10 ' - 1 12" [3 0 8 6 ] 3" [7 6 ] 12'-114" [3689] 538" [137] 3'-0" [914] 538" [137] 12'-114" [3689] 2'-05 8" [625] 1138" [289] 12'-114" [3689] 538" [137] 3'-0" [914] 538" [137] 12'-114" [3689]7" [177] 2'-10" [864] 1'-53 4" [451] 2'-10" [864] 1'-53 4" [451] 2'-10" [863] 1'-53 4" [451] 2'-10" [864] 1'-53 4" [450] 2'-10" [863] 75 8" [193]3'- 2 " [9 6 5 ] 113 8" [289]12'-114" [3689] 578" [149] 3'-0" [914] 578" [149]12'-114" [3689] 1'-378" [403] 87 8" [225] 3'-0" [914] EQ10'-1114" [3334] EQ 3'-0" [914] 53 8" [137]12'-114" [3689] 1114" [286] AERIE SALES AREA [FC-1a] OFFLINE SALES AREA [FC-1f] 10 ' - 1 12" [3 0 8 6 ] ENTRY [FC-5e] ENTRY [FC-2f] ENTRY [FC-2f] PREFAB POLYCARB WALL ASSEMBLY (A.1.761) PREFAB POLYCARB WALL ASSEMBLY (A.1.761) [WD-2e] 8'' X 8'' PREFAB. OAK POST (N/A.1.710) [WD-2e] 8'' X 8'' PREFAB. OAK POST (N/A.1.710) 334" [95] 9'-101 4" [3004] [FC-2e] EGRESS PASSAGE [FC-2] EGRESS CORRIDOR [FC-2] ACCESS. F.Rm.F.Rm. #5 F.Rm. #4 F.Rm. #3 F.Rm. #2 F.Rm. #1 F.Rm. #1 F.Rm. #2 F.Rm. #3 ACCESS. F.Rm. F.Rm. #1F.Rm. #2F.Rm. #3F.Rm. #4 STOCKROOM [FC-2] AE FITTING ROOM AREA, SEATING AREA & PASSAGE [FC-1e] ACCESSIBLE TOILET ROOM [FC-3e] AE SALES AREA [FC-1e] [WD-2e] 8'' X 8'' PREFAB. OAK POST (N/A.1.710) BREAK ROOM [FC-3e] OFFLINE FITTING ROOM [FC-1f] LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE MINIMAL COLUMN WRAP (A.4.700) (TYP) MINIMAL COLUMN WRAP (A.4.700) (TYP) E A.0.125 E A.0.125AERIE FITTING ROOM [FC-1a] DISPLAY SCREEN DIVIDER (F.2.500) (TYP) DISPLAY SCREEN DIVIDER (F.2.500) (TYP) C 1'-0" [305] 1'-0" [305] L 4a G.C.TO PAINT SAFETY BLUE. COLOR: ANSI SAFETY BLUE, PMS 285C, MUNSELL 2.5PB 3.5/10, #004488 36" RED PAINTED CLEAR FLOOR SPACE IN FRONT OF ELECTRICAL PANELS COLOR: ANSI SAFETY RED, PMS 186C, MUNSELL 7.5R 4/14, #BD2024 SALES AREA (SKATEBOARD RAMP) [FC-2e] PREFAB DISPLAY WALL ASSEMBLY (A.4.740) PREFABRICATED EXPERIENCE MOMENT (A.4.745) (TYP) PREFAB DISPLAY WALL ASSEMBLY (A.4.740) PREFAB DISPLAY WALL ASSEMBLY (A.4.740) PREFABRICATED EXPERIENCE MOMENT (A.4.745) (TYP) PREFABRICATED PAVILION ASSEMBLY (A.4.750) PREFAB DISPLAY WALL ASSEMBLY (A.4.740)PREFABRICATED EXPERIENCE MOMENT (A.4.745) (TYP) PREFAB DISPLAY WALL ASSEMBLY (A.4.740) PREFAB DISPLAY WALL ASSEMBLY (A.4.740) PREFAB DISPLAY WALL ASSEMBLY (A.4.740) PREFABRICATED EXPERIENCE MOMENT (A.4.745) (TYP) PREFABRICATED EXPERIENCE MOMENT (A.4.745) (TYP) PREFABRICATED EXPERIENCE MOMENT (A.4.745) (TYP) [FC-1f] CRATE FIXTURE (A.1.764) FRAMING WALL (A.1.762) CRATE FIXTURE (A.1.764) CLOSET FIXTURE (A.1.768) STUD WALL (A.1.763) STUD WALL (A.1.763) CLOSET FIXTURE (A.1.768) CRATE FIXTURE (A.1.764) CRATE FIXTURE (A.1.764) FRAMING WALL (A.1.762) MINIMAL COLUMN WRAP (A.4.700) (TYP) 'SKATE RAMP' PORTAL ASSEMBLY - FURN. BY TENANT, INST. BY G.C. (A.1.780, A.1.781, A.1.782) 'SKATE RAMP' PORTAL ASSEMBLY - FURN. BY TENANT, INST. BY G.C. (A.1.780, A.1.781, A.1.782) F3 A.0.125 478" [1 2 4 ] E A.0.125 B A.0.125 B A.0.125 A A.0.125 MINIMAL COLUMN WRAP (A.2.700) (TYP) CLOSET [FC-1a] TILED "Hi!" LOGO IN FIELD TILE (F2/A.0.125) KEY NOTES: 4a 4'-6" [1372] SURFACE MOUNTED WALL STANDARD (PREFINISHED WHITE) MOUNTED @ 3'-4 5/8" [1032] A.F.F., FURNISHED BY MILLWORKER AND INSTALLED BY G.C. G.C. TO PROVIDE BLOCKING WITHIN PARTITION AS REQUIRED (TYP) 44" PAINTED EXIT AISLE BY G.C., COLOR: ANSI SAFETY YELLOW, PMS 109C, MUNSELL 5Y 8/12, #FFE100 EXISTING ELECTRICAL PANELS PASSAGE AREA [FC-1f] PASS-THRU TILE TRANSITION [FC-2f] [FC-3f], SEE DETAIL THIS SHEET [FC-2f] PREFAB POLYCARB WALL ASSEMBLY (A.1.761) PREFAB POLYCARB WALL ASSEMBLY (A.1.761) PREFAB POLYCARB WALL ASSEMBLY (A.1.761) PREFAB POLYCARB WALL ASSEMBLY (A.1.761) [WD-2e] 8'' X 8'' PREFAB. OAK POST (N/A.1.710) PREFAB. MODULAR FITTING ROOM WALLS FURN BY TENANT, INST BY G.C. (A.1.720 & A.1.721) (TYP) BACKWRAP WALL (A.1.770) AE SALES AREA [FC-1e] 5'- 1 7 8" [1 5 7 2 ] EQ EQ EQEQ 15e 4a ACCESS. F.Rm. ADA THRESHOLD (A.2.730) 738" [1 8 8 ] 878" [2 2 6 ] 6e6e6e6e6e 6eA AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 0 : 1 1 P M V 1 . 1 A.0.120 MI L L W O R K & F L O O R FI N I S H P L A N RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3" = 1'-0" [1:4] FLOOR TRANSITIONA A.0.125 CONCRETE FLOOR SLAB FASTENER 1/4" SCHLUTER STRIP. COORDINATE WITH A.1.400 PLAN SECTION FLOOR FINISH VARIES SEE A.0.120 (TYP) TOP OF CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB FASTENER PREFAB STAINLESS STEEL ADA COMPLIANT REDUCER STRIP. FURN. BY TENANT, INST. BY G.C. (TYP) FLOOR FINISH VARIES SEE A.0.120 (TYP) TOP OF CONCRETE FLOOR SLAB 3" [76] SCALE: 3" = 1'-0" [1:4] FLOOR TRANSITIONB A.0.125 MATTE BLACK HEX TILE [FC-3f] (TYP. ACCENT BORDER) MATTE WHITE HEX TILE [FC-2f] (TYP. FIELD TILE) 1/4" [6] THICK BRASS SCHLUTER-DECO TRANSITION STRIP (TYP.) VA R I E S (C O O R D . W / P L A N ) EQ U A L 2'- 0 " [ 6 1 0 ] EQ U A L ALIGN E/O TILE WITH E/O JAMB TRIM (TYP.) SA L E S A R E A FL O O R I N G SA L E S A R E A FL O O R I N G ±4 " [ 1 0 2 ] T Y P . AC C E N T O F F S E T ±4" [102] TYP. ACCENT OFFSET COORD. OPENING WIDTH WITH FLOOR PLAN SCALE: 1 1/2" = 1'-0" [1:8] PASS-THRU FLOOR TRANSITIONF3 A.0.125 CONCRETE FLOOR SLAB FASTENER TILE FLOORING MATTE TILE FLOORING 1/8" ALUMINUM TRANSITION STRIP, FURN. & INST. BY G.C. (FASTEN BASE TO SLAB) SCALE: 3" = 1'-0" [1:4] FLOOR TRANSITION AT STOREFRONTE A.0.125 DOOR JAMB (BEYOND) MATTE BLACK HEX TILE [FC-3f] (TYP) C OF ENTRY TILE AREAL MATTE WHITE HEX TILE [FC-2f] (TYP) C O F E N T R Y T I L E A R E A L SCALE: 3" = 1'-0" [1:4] TILE LOGO DETAIL (OFFLINE)F2 A.0.125 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 0 : 1 3 P M V 1 . 0 A.0.125 FL O O R F I N I S H D E T A I L S NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 [P - 5 e ] [P-5e] [P - 5 e ] [P-5e] [P - 3 e ] [P - 3 e ] [P-3e] [P-3e] [P-3e] [P-3e] [P-3e] [P-4e] [P-4e] [P-4e] [P-4e] [P-3e] [P - 3 e ] [P - 3 e ] [P - 4 e ] [P - 4 e ] [P - 4 e ] [P - 4 e ] [P - 3 e ] [P - 3 e ] [P - 3 e ] [P - 3 e ] [P - 3 e ] SALES AREA DRYWALL CEILING [P-2e] SCALE: 1/4" = 1'-0" [1:50] PAINT PLAN- WALL FINISHES STOCKROOM WALLS [P-1] CEILING [P-3] GENERAL NOTE: 1.ALL SURFACES PAINTED [P-2e] FOR WALLS AND [P-1e] FOR BASE UNLESS CALLED OUT OTHERWISE ON THIS PLAN AND IN THE INTERIOR ELEVATIONS 2.GC TO CONTACT AEO PM SHOULD ANY PAINT CALL-OUTS IN THE SET NOT ALIGN WITH THE INFORMATION PROVIDED ON THIS SHEET NOTE: G.C. SHALL PAINT ALL STOCKROOM WALLS [P-1] UP TO DECK. IF DECK IS OVER 16'-0" A.F.F. G.C. SHALL NOTIFY CONSTRUCTION COORDINATOR FOR FURTHER DIRECTION. [P-3e] EGRESS CORRIDOR WALLS [P-1] CEILING [P-3] BREAK ROOM WALLS [P-1] CEILING [P-3] ACCESSIBLE TOILET ROOM WALLS [P-1] CEILING [P-3] FITTING ROOMS CEILING [P-2e] WALLS:SEE INTERIOR ELEVATIONS (A.1.600 SHEETS + A.1.720 SHEETS) BE L O W 8 ' - 6 " BELOW 8'6" BELOW 8'6" BE L O W 8 ' 6 " [P - 3 e ] [P-1e] [P-1e] [P-3e] [P - 4 e ] [P - 4 e ] INTERIOR LINE OF THRESHOLD [P - 4 e ] SEE INTERIOR ELEVATION FOR PAINT SCOPE SEE INTERIOR ELEVATION FOR PAINT SCOPE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE [P - 5 e ] BE L O W 8 ' - 6 " [P - 5 e ] BE L O W 8 ' - 6 " [P - 5 e ] BE L O W 8 ' - 6 " [P - 5 e ] BE L O W 8 ' - 6 " [P - 5 e ] BE L O W 8 ' - 6 " [P-3e] [P - 3 e ] 4/ 1 1 / 2 0 2 5 3 : 3 0 : 1 8 P M V 1 . 1 A.0.126 PA I N T F I N I S H P L A N AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 FD 48"48"48" 48"48"48"48"48"48"48"48"48" MI C R O W A V E FRIDGE 48 " 48 " LM - 3 . 2 _ A LM - 3 . 2 _ B LM-2_2 LM-7_X 48"48" LM-7_X 48"48" LM-2_2 LM-4_C LM-2_2 LM-1_M 48"48" L-11_X LM-1_M 48"48" L-11_X LM-5_C MP O S U N I T L- 1 1 LM - 8 _ 2 RE T U R N L-1 0 _ A TR A S H L-1 0 _ B RE T U R N L- 1 0 _ A L- 1 2 . 1 L-1 2 . 2 L- 1 2 . 2 A- M I R R O R - 3 6 I N E- M I R R O R - 3 6 I N 48" LM-5_C 48" LM - 3 . 3 _ B LM - 3 . 3 _ A LM - 3 . 3 _ A LM - 3 . 3 _ B LM-2_2LM-4_C 4 - 4 - MC-3297 4 - 4 -A 10 B 10 A 10 B 10 STACKED HANGING STACKED HANGING 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC-3297 4 - 4 -E 10 G 10 E 10 G 10 BRAS UNDIES BRAS UNDIES 4 - 4 - MC-3297 4 - 4 -H 10 E 10 H 10 E 10 BRALETTE BRAS BRALETTE BRAS 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED (2 ) 4 8 " S H E L V E S MA N A G E R S D E S K EMPLOYEE LOCKERS 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC-3297 4 - 4 -A 10 B 10 A 10 B 10 STACKED HANGING STACKED HANGING 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -H 10 A 10 H 10 A 10 BRALETTE STACKED BRALETTE STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED MA R K E T I N G C A R T "A E " 48"48"48"48"48"48"48"48"48"48"48"48"48"48" 48"48"48"48"48"48"48"48"48"48"48"48" 48"48"48"48"48"48" 48"48"48" L-20.1 5'W B U T T O N L O G O L- 2 _ A L- 2 _ B L- 2 _ A L- 2 _ B LM-23 LM - 2 2 . 2 LM - 2 2 . 2 L- 1 4 . 1 - 4 1 " W HA N G B A R S T O R A G E B I N RECEIVING/PROCESSING AREA PR O C E S S I N G T A B L E TR A S H C A N RECEIVING BOXES 8'-0" [2438] 5'- 3 " [ 1 6 0 0 ] RE C E I V I N G BO X E S 4'- 0 " [ 1 2 1 9 ] 12'-3" [3734] 4U - 1 0 4V - 1 0 4W - 1 0 4X - 1 0 FI X T U R E FI X T U R E FI X T U R E FI X T U R E L- 5 _ C L-5_A 48 " 48 " 48"48"48"48" LM - 1 9 . 2 LM - 2 0 . 1 4 - 4 - MC - 3 2 4 9 A 10 A 10ST A C K E D ST A C K E D 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC - 3 2 4 9 B 10 B 10HA N G I N G HA N G I N G 4 - 4 - MC - 3 2 4 9 B 10 B 10HA N G I N G HA N G I N G 3A-10 STACKED 4A - 1 0 ST A C K E D 48 " 3D-10 BOXERS 3D-10 BOXERS FI X T U R E - 4Q 10 FI X T U R E - 4R 10 FI X T U R E - 4S 10 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 MO P H O L D E R 60"60" CHARGING STATION I.D. BADGE STATION 36" AERIE MARKETING CART SCALE: 1/4" = 1'-0" [1:50] FIXTURE PLAN OFFLINE SALES AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS 16" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) VIDEO DISPLAY (A.4.752)OFFLINE VIDEO MONITOR, FLOOR MOUNTED ACCESS. F.Rm. F.Rm. #1 F.Rm. #2 F.Rm. #3 CLOSET 3' MOBILE POS UNIT (F.2.800) 34" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) DISPLAY SCREEN DIVIDER (F.2.500) (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) DISPLAY SCREEN DIVIDER (F.2.500) (TYP) ℄OF ENCLOSURE & DISPLAY SCREEN ℄OF ENCLOSURE & DISPLAY SCREEN 36" LEANING MIRROR (B/F.2.401) (TYP) CASH & WRAP, FURN. BY TENANT, INST. BY G.C. (F.2.800) 3'- 0 " [9 1 4 ] 3'-1 516" [948] 3'-0" [914] 3'-0" [914] 3'-0" [914] 3'-0" [914] 20'-0" [6096] ℄OF MIRROR 2'-3 5 16" [693] ℄OF ENCLOSURE & DISPLAY SCREEN 3'-0" [914] 3'-0" [914] ℄OF ENCLOSURE & DISPLAY SCREEN 3'-0" [914] 1'-101 8" [562] 20'-0" [6096] AERIE SALES AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS DASHED LINE INDICATES A 22" OFFSET FROM OBSTRUCTION FOR USE BY TENANT'S VISUAL DEPT. FOR FIXTURE MAPPING 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) NOTE: PRIOR TO INSTALLATION OF STOCKROOM SHELVING & STOCKROOM ACCESSORY ITEMS, G.C. SHALL VERIFY THAT ALL STOCKROOM COMPONENTS CAN BE INSTALLED AS SHOWN ON THIS DRAWING. IF FIELD CONDITIONS PROHIBIT INSTALLATION AS SHOWN, OR PRESENT OPPORTUNITIES FOR EXPANSION, G.C. SHALL NOT CONTINUE WITH ANY INSTALLATION AND NOTIFY TENANT FIELD REP IMMEDIATELY. NOTE: SEE SHEET F.0.300 FOR DETAILS OF ALL MISC. STOCKROOM FIXTURES FURN. BY TENANT, INST. BY G.C. NOTE: SEE SHEET F.0.200 & F.0.201 FOR DETAILS OF ALL STOCKROOM SHELVING & SHELVING COMPONENTS. FURNISHED BY TENANT, INSTALLED BY G.C. MOBILE CARRIAGE NOM. CARRIAGE DIMENSIONS SHELVING HEIGHT CONFIGURATION SERIES CODE SHELVING LENGTH SHELVING/CARRIAGE KEY NOTE: COORDINATE WITH DETAILS ON SHEET 'F.0.200' MC-3237 4A-10 STACKED 4A-10 STACKED 4A-10STACKED 4A-10STACKED SHELVING END TREATMENT LEGEND NOTE: SALES AREA SHELVING SHOWN FOR SCHEMATIC PURPOSES ONLY. ACTUAL CONFIGURATION MAY VARY. PREFAB PUNCHED METAL BRACKETS WITH FOLDING SHELF. SEE DETAIL C/F.0.200 (TYP) PREFAB PUNCHED METAL BRACKETS (FULL HEIGHT). SEE DETAIL B/F.0.200 (TYP) PREFAB PUNCHED METAL BRACKETS (PARTIAL HEIGHT). SEE DETAIL A/F.0.200 (TYP) NOTE: SEE SHEETS F.1.400, F.2.400, & F.4.400 FOR DETAILS OF ALL MISC. SALES/FITTING ROOM FIXTURES FURN. BY TENANT, INST. BY G.C. DRAPERY & DRAPERY ROD (TYP) (A.0.220) DRAPERY & DRAPERY ROD (TYP) (A.0.220) DISPLAY SCREEN DIVIDER (F.2.500) (TYP) DRAPERY & DRAPERY ROD (TYP) (A.0.220) DISPLAY SCREEN DIVIDER (F.2.500) (TYP) DRAPERY & DRAPERY ROD (TYP) (A.0.220) DRAPERY & DRAPERY ROD (TYP) (A.0.220) FITTING ROOM ETEGERE (F.2.400) DRAPERY & DRAPERY ROD (TYP) (A.0.220) ℄ ℄ 4'- 7 " [1 3 9 7 ] 3' - 2 3 8" [9 7 4 ] STYLE BAR (E/F.2.400) BRASS LEDGE (F.2.400) GO BACK FLOATING SHELVES AND DRAWER (A/F.2.400) 72" DIAMETER HANGING MIRROR (W/F.2.400) CENTERED ON FITTING ROOM PASSAGE 18" SIDE TABLE, FURN. BY TENANT, PLACED BY G.C. ℄ OF M I R R O R EQ EQ F.Rm. #1F.Rm. #2F.Rm. #3F.Rm. #4 WATERFALL BENCH (A.2.720) (TYP) FITTING ROOM HANGBAR AND SHELFIE LEDGE ON DOOR (TYP) (A.2.720) FITTING ROOM GRAPHIC FRAME (TYP) (A /A.2.800) FITTING ROOM MIRROR (A.2.720) LEASE LINE SEATING AREA AERIE FITTING ROOM & PASSAGE AREA SEE A.0.120 FOR LOCATION OF PREFAB. FITTING ROOM WALLS LEASE LINE ℄OF MIRROR EQ EQ 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) WATER LOGIC WL7 FIREWALL WATER DISPENSER, SEE P.0.100 FOR VALVE LOCATION (G/F.4.400) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) HANGING CUBBIES, FURN. BY TENANT, PLACED BY G.C. (C/F.4.400) ℄OF CASH WRAP ASSEMBLY EQEQ HANGING CUBBIES, FURN. BY TENANT, PLACED BY G.C. (C/F.4.400) CASH & WRAP, FURN. BY TENANT, INST. BY G.C. (F.4.800) 3' - 0 " [9 1 4 ] DRAPERY & DRAPERY ROD (A.0.220) ℄ OF M I R R O R & BA L L E T B A R R E 612" [165] ℄ 2' - 3 " [6 8 6 ] 3'- 0 " [9 1 4 ] 4' - 6 " [1 3 7 2 ] 3'- 0 " [9 1 4 ] 1'-814" [514] 1'-814" [514] 1'-814" [514] 25 8" [66] DECORATIVE BALLET BARRE, FURN. BY TENANT, INST. BY G.C. (D/F.4.400) CONVENT SHELVING (E/F.4.400) 16" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 16" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) OFFLINE FITTING ROOM & PASSAGE AREA16" [406] ROUND STOOL, FURN. BY TENANT, PLACED BY G.C. (TYP) FITTING ROOM MIRROR (TYP) (A.4.720) PEGBOARD PANEL AT WALL (B1/F.0.300) (TYP) EXTENT OF PEGGED SURFACE PAINTED AREA ON FLOOR FOR RECEIVING BOXES, BY G.C. FITTING ROOM PEGS (TYP) (A.4.720) FRAMED FITTING ROOM QUOTE (TYP) (A.4.801) 5'-0" [1524]POLYCARBONATE WALL (A.1.761) FRAMING WALL (A.1.762) F.Rm. #1F.Rm. #2F.Rm. #3F.Rm. #4F.Rm. #5 ACCESS. F.Rm. CRATE' FIXTURE (A.1.764) CRATE' FIXTURE (A.1.764) POLYCARBONATE WALL (A.1.761) CRATE' FIXTURE (A.1.764) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) FRAMING WALL (A.1.762) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) CRATE' FIXTURE (A.1.764) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) [WD-2e] 8'' X 8'' PREFAB. OAK POST (N/A.1.710) 'SKATEBOARD' RAMP PORTAL FURN. BY TENANT, INST. BY G.C. (A.1.780, A.1.781 & A.1.782 ) [WD-2e] 8'' X 8'' PREFAB. OAK POST (N/A.1.710) POLYCARBONATE WALL (A.1.761) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP)CLOSET FIXTURE (A.1.768) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) POLYCARBONATE WALL (A.1.761) 24" [610] X 48" [1219] FITTING ROOM BENCH (A.4.721) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) FRAMING WALL (A.1.762) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) PREFAB. WHITE OAK POST (TYP) (A.1.710) 36" WALL MTD. MIRROR (A/F.1.400) POLYCARBONATE WALL (A.1.761) [WD-2e] 8'' X 8'' PREFAB. OAK POST (N/A.1.710) 'SKATEBOARD' RAMP PORTAL FURN. BY TENANT, INST. BY G.C. (A.1.780, A.1.781 & A.1.782 ) [WD-2e] 8'' X 8'' PREFAB. OAK POST (N/A.1.710) 18" WALL MTD. MIRROR (A/F.1.400) CLOSET FIXTURE (A.1.768) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) POLYCARBONATE WALL (A.1.761) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) PREFAB. WHITE OAK POST (TYP) (A.1.710) 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) FRAMING WALL (A.1.762) MDF WALL + RECESSED STANDARDS + ADAPT-A-STUDS PROVIDED BY MILLWORKER MDF WALL + RECESSED STANDARDS + ADAPT-A-STUDS PROVIDED BY MILLWORKER MDF WALL + RECESSED STANDARDS + ADAPT-A-STUDS PROVIDED BY MILLWORKER MDF WALL + RECESSED STANDARDS + ADAPT-A-STUDS PROVIDED BY MILLWORKER FITTING ROOM SIGN ABOVE (D/A.1.800) 'A' ANYONE MIRROR (B/F.1.400) MDF WALL + RECESSED STANDARDS + ADAPT-A-STUDS PROVIDED BY MILLWORKER 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 'E' EVERYONE MIRROR (B/F.1.400) ℄ OF M I R R O R 2' - 2 " [6 6 0 ] ℄ OF MI R R O R 2'- 2 " [6 6 0 ] CASH & WRAP - FURN. BY TENANT, INST. BY G.C SEE SHEET F.1.800 FOR DETAILS. BACKWRAP FIXTURE (A.1.770) 16 ' - 0 3 4" [4 8 9 5 ] VIDEO WALL MONITORS (F.1.500) ℄OF MIRROR 2'-512" [749] ℄ OF MI R R O R 3' - 4 11 16 " [1 0 3 3 ] AE SALES AREA SEE SHEET A.0.120 FOR LOCATION OF MILLWORK ITEMS 5'-0" [1524] GO BACK STATION 2' - 4 " [7 1 1 ] 71316 " [1 9 8 ] 2' - 4 " [7 1 1 ] 10 " [2 5 5 ] ℄ EQ EQ BUTTON LOGO (H/A.1.800) SQUARE SEATER SEMI CIRCULAR SEATER DENIM GUIDE (J / F.1.400) EGRESS PASSAGE F. RM MIRROR (C/F.1.401) (TYP) PREFAB PLYWOOD PEGBOARD PANEL [WD-2e] W/ iPAD FRAME (TYP) (B/F.1.401) F. RM STOOL (A.1.720) (TYP) ACCESSIBLE F. RM BENCH (A.1.722) BREAK ROOM SEE DETAILS ON SHEET 'A.0.151' EXISTING ELECTRICAL PANELS PAINTED AREA ON FLOOR FOR RECEIVING BOXES, BY G.C. EMPLOYEE LOCKERS (F.0.300) EG R E S S P A S S A G E AE FITTING ROOM & PASSAGE AREA SEE A.0.120 FOR LOCATION OF PREFAB. FITTING ROOM WALLS ACCESSIBLE TOILET ROOM SEE DETAILS ON SHEET 'A.0.150' & DETAIL P/A.0.105 ℄ OF MA N A G E R S D E S K 3'- 2 13 16 " [9 8 6 ] PEGBOARD PANEL AT WALL (B1/F.0.300) (TYP) EXTENT OF PEGGED SURFACE LEASE LINE 3' - 9 5 8" [1 1 5 9 ] 5'-7 9 16" [1717]3' - 9 58" [1 1 5 9 ] 4'-012" [1232] 2'-1178" [911] 11'-37 8" [3451] 23'-6" [7163] 26 ' - 0 " [7 9 2 5 ] ALIGN (TYP) ALIGN (TYP) STOCK SHELVING (MOBILE AND FIXED). SEE SHEET F.0.200 & F.0.201 FOR MORE INFORMATION (TYP) LEASE LINE R F.0.300 (TYP) LEASE LINE LEASE LINE EGRESS PASSAGE ℄℄2'-0" [610] 1'-11 8" [333]HIGH PEGBOARD PANEL AT WALL (B2/F.0.300) (TYP) DASHED LINE INDICATES A 22" OFFSET FROM OBSTRUCTION FOR USE BY TENANT'S VISUAL DEPT. FOR FIXTURE MAPPING DASHED LINE INDICATES A 22" OFFSET FROM OBSTRUCTION FOR USE BY TENANT'S VISUAL DEPT. FOR FIXTURE MAPPING PREFABRICATED EXPERIENCE MOMENT (A.4.745) (TYP) 42" X 36" GRAPHIC FRAME, (B/F.2.400) HALO BACK-LIT SIGN (D/A.2.801) ℄ 3'- 2 " [9 6 5 ] ℄ EQ EQ G.C TO SECURE CASHWRAP TO FLOOR ℄ 4'- 0 " [1 2 2 0 ] 3" [7 6 ] 26" LEANING MIRROR, (A/F.4.400) DRINKING FOUNTAINS SEE A.0.150 REVISED PER BD C O M M E N T S 101/17/25 1 ACCESS. F.Rm. 24" [610] X 48" [1219] FITTING ROOM BENCH (A.2.721) WATER HEATER ON SHELF ABOVE CEILING. SEE MECH AND PLUMBING AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 0 : 2 5 P M V 1 . 1 AREA ANALYSIS AREA m2 FT2 % AE SALES AREA 479.4 5,160 37% AE FITTING ROOMS 36.4 392 3% AERIE SALES AREA 221.2 2,381 17% AERIE FITTING ROOMS 54 581 4% OFFLINE SALES AREA 216.6 2332 17% OFFLINE FITTING ROOMS 31.9 343 2% STOCK ROOM 190.1 2046 15% TOILET ROOM(S)14 151 1% BREAK ROOM 11 118 1% EGRESS CORRIDOR 26.4 284 2% OTHER 0 0 0% TOTAL 1,280. 9 13,788100% A.0.140 FI X T U R E P L A N RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: ·FAUCET CONTROLS & FLUSH VALVE ON TOILET SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5LBF. ·BLOCKING REQUIRED FOR GRAB BAR, PAPER TOWEL HOLDER AND TOILET PAPER HOLDER ·PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING. ·FLUSH CONTROLS MUST BE MOUNTED ON THE WIDE SIDE OF THE TOILET. ·OBJECTS PROJECTING INTO ACCESSIBLE ROUTES WITH LEADING EDGES BETWEEN 27" AND 80" A.F.F. PROTRUDE NO MORE THAN 4" INTO ACCESSIBLE CIRCULATION SPACES. ·DISPENSERS MUST PERMIT CONTINUOUS PAPER FLOW, AND MUST NOT CONTROL DELIVERY ·WATERPROOF MEMBRANE AND FLOOR DRAIN REQUIRED IN ALL TOILET ROOMS AND ANY OTHER LOCATION WHERE WATER IS USED. EXTEND MINIMUM 6" UP WALLS ·DRINKING FOUNTAIN (WHERE OCCURS - IN NON-PUBLIC AREAS ONLY): G.C. SHALL FURN. & INST. WHITE FRP PANELS BEHIND AND ADJACENT TO FIXTURES @ 4'-0" A.F.F. AND 18" MIN. PAST FIXTURE. ·MOP BASIN (WHERE OCCURS): G.C. SHALL FURN. & INST. WHITE FRP PANELS BEHIND AND ADJACENT TO FIXTURE @ 4'-0" A.F.F. AND 18" MIN. PAST FIXTURE. NOTES: ·INSTALLATION COORDINATION BY G.C. ·SEE DRAWING P.0.100 FOR PLUMBING DIAGRAMS, NOTES, AND SPECS. FURNISHED EX I S T I N G DO E S N O T A P P L Y TE N A N T 06 IT E M S DESCRIPTION RESPONSIBILITY SCHEDULE REMARKS 08 09 10 03 23 24 19 18 01 12 02 11 13 14 04 16 17 WALL HUNG W/ 4" CENTER FAUCET HOLES G. C . HAND DRYER: VerdeDri #Q-974A MIRROR LAVATORY BOBRICK #B-6806.99x42 42" GRAB BAR BOBRICK #B-6977 TOILET PAPER DISPENSER TRASH CAN ELONGATED & ADA HEIGHT (1) PER TOILET ROOM OASIS #PG8EBF VERSACOOLER II W/ ELEC. BOTTLE FILLER AS REQ'D - (VERIFY WITH FLOOR PLAN) ZURN #Z1996-24 MOP SERVICE BASIN AS REQ'D - (VERIFY WITH FLOOR PLAN) ZURN #Z812B1XL3 CENTER SET LAVATORY 5-3/8 GOOSENECK OASIS #PG8EBFSL BI-LEVEL VERSACOOLER II W/ ELEC. BOTTLE FILLER AS REQ'D - (VERIFY WITH FLOOR PLAN) PROFLO #PF201WH TRAP WRAP CHRONOMITE SR30L/120V INSTANT FLOW WATER HEATER B/WLD6U31 WATER HEATER COMM Ele LDTY UTI 6 GAL. PROFLO #PFGD100 1-1/4X6 17GA GRID DRAIN CP 07 RE S T R O O M R E M O D E L S C O . 05 ASI #10-0796-4 TOOL HOLDER 21 BOBRICK #B-6806.99x24 24" GRAB BAR (WHERE OCCURS) 22 BOBRICK #B-4998.99 SWING UP GRAB BAR (WHERE OCCURS) 20 BOBRICK #B-5898.99 "L" SHAPED GRAB BAR PROFLO #PFXCAC32CLKL12 LAV SUPPLY KIT PROFLO #PF5514WH - ADA 20 X 18 WALL MOUNT LAVATORY ZURN #Z843M1-RC-5H Aqua Spec Service Faucet with #G63561 (#Z843M1-RC-5H SERVICE BASIN W/ 5' HOSE) - (#G63561 MALE SPRAY OUTLET - 1.0 GPM) 25 26 27 15 ZURN #Z5972-COMB WAX RING W/ BOLT KIT TOTO #CST744EL ELONGATED BOWL (COLOR: #01 COTTON) TOTO #SS114 SOFTCLOSE TOILET SEAT (COLOR: #01 COTTON) WATER CLOSET DRINKING FOUNTAIN BOBRICK #B-6806.99x18 18" GRAB BAR SERVICE BASIN ACCESSORIES GRAB BARS WATER HEATER (WHERE OCCURS) (WHERE OCCURS) (WHERE OCCURS) TOTO #ST743E TANK AND COVER (LEFT HAND FLUSH) (COLOR: #01 COTTON) TOTO #ST743ER TANK AND COVER (RIGHT HAND FLUSH) (COLOR: #01 COTTON)AS REQ'D - (VERIFY WITH FLOOR PLAN) AS REQ'D - (VERIFY WITH FLOOR PLAN) (WHERE OCCURS) (WHERE OCCURS) SCALE: 3/4" = 1'-0" [1:16] TOILET ROOM CLEARANCESE A.0.150 Ø60" 30" X 52" CLEAR FLOOR SPACE OUTSIDE SWING OF DOOR 56 " 60" 30" X 48" CLEAR FLOOR SPACE AT ADA COMPLIANT LAVATORY 60" TURNING RADIUS 30" 48 " 8'- 3 716 " [ 2 5 2 6 ] FI N I S H D I M E N S I O N 8'-134" [2483] FINISH DIMENSION 18" 60 " DOOR CLEARANCE A.0.150 D A.0.150 A A.0.150 B A.0.150 C SCALE: 3/4" = 1'-0" [1:16] TOILET ROOM ELEVATIONA A.0.150 SCALE: 3/4" = 1'-0" [1:16] TOILET ROOM ELEVATIONB A.0.150 SCALE: 3/4" = 1'-0" [1:16] TOILET ROOM ELEVATIONC A.0.150 SEMI RECESSED TOILET TISSUE DISPENSER ADA WATER CLOSET MIRROR W/ CHROME FRAME GRAB BAR(S) G.C. SHALL INSULATE HOT WATER & DRAIN PIPES, ENSURE THERE ARE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. 2'- 0 " [ 6 1 0 ] (1 5 " - 4 8 " ) 9" [229] (7"-9") GRAB BAR(S) ADA LAVATORY ADA FAUCET DRYWALL CEILING [P-3] 2'- 0 " [ 6 1 0 ] (1 5 " - 4 8 " ) WHITE FRP WAINSCOTING FURN. AND INST. BY G.C. (TYP) MIRROR W/ CHROME FRAME ADA LAVATORY ADA FAUCET 5/8" [16] DRYWALL [P-1] (TYP) ADA WATER CLOSET HAND DRYER [FC-3][B-1] (TYP) HAND DRYER 17" [432] MIN. 2'- 5 78" [ 7 5 9 ] (2 9 " M I N ) 27 " [ 6 8 6 ] M I N . 8" [203] MIN. 6" [152] MAX. 9" [ 2 2 9 ] M I N . 3'- 4 " [ 1 0 1 6 ] (4 0 " M A X ) T O R E F L E C T I V E S U R F A C E 2'- 1 0 " [ 8 6 4 ] (3 4 " M A X ) 6' - 3 38" [ 1 9 1 4 ] (7 4 " M I N ) T O T O P O F M I R R O R 2'-6" [762] 44 " [ 1 1 1 8 ] MA X . 3'- 0 " [ 9 1 4 ] T O G R I P P I N G S U R F A C E (3 3 " - 3 6 " ) 1'-6" [457] (17" - 18") 3'- 3 " [ 9 9 1 ] (3 9 " - 4 1 " ) 1' - 6 " [ 4 5 7 ] (1 8 " M I N ) 1'-0" [306] (12" MIN) 2'-6" [762] (24" MIN) 3'-6" [1068] (36" MIN) 4'-6" [1372] (54" MIN) 1'-0" [305] (12" MAX) 3'-6" [1067] (42" MIN) 3'-3" [991] (39" - 41") 1'- 5 5 8" [ 4 4 8 ] (1 7 " - 1 9 " ) 42" [1067] MIN. 2'- 5 7 8" [ 7 5 9 ] (2 9 " M I N ) 2'- 1 0 " [ 8 6 4 ] ( T O P O F L A V ) (3 4 " M A X ) 1'-6" [457] 1'- 5 58" [ 4 4 8 ] (1 7 " - 1 9 " ) 1'-4" [406] 3'- 0 " [ 9 1 5 ] EQ EQ 4'- 0 " [ 1 2 1 9 ] 4'- 0 " [ 1 2 1 9 ] 3' - 1 " [ 9 4 0 ] (F L O O R T O B O T T O M E D G E ) 4" [101] 6" [152] (6" MAX) [B-1][FC-3] VANITY FIXTURE, SEE A.0.200 VANITY FIXTURE, SEE A.0.200 DRYWALL CEILING [P-3]DRYWALL CEILING [P-3] 5/8" [16] DRYWALL [P-1] (TYP) 5/8" [16] DRYWALL [P-1] (TYP) WHITE FRP WAINSCOTING FURN. AND INST. BY G.C. (TYP) [FC-3][B-1] (TYP) SEMI RECESSED TOILET TISSUE DISPENSER 17" - 19" 36 " M A X . 27 " M I N . 8" [202] MIN.6" [152] MAX. 9" [ 2 2 9 ] M I N . 5" MAX. 15" MIN. 38 " - 4 3 " HI/LO DRINKING FOUNTAIN W/ BOTTLE FILLER STATION DRYWALL ALCOVE 30" X 48" CLEAR FLOOR SPACE AT ADA COMPLIANT DRINKING FOUNTAIN 1'-658" [473] (17"-19") 1'-3" [381] (24" MAX) 4'-0" [1219] 2' - 6 " [ 7 6 2 ] VA R I E S (4 8 " M I N ) 35 8" [92] (4" MAX) HI/LO DRINKING FOUNTAIN W/ BOTTLE FILLER STATION SCALE: 3/4" = 1'-0" [1:16] DRINKING FOUNTAIN CLEARANCESF A.0.150 SCALE: 3/4" = 1'-0" [1:16] DRINKING FOUNTAIN CLEARANCESG A.0.150 SCALE: 3/4" = 1'-0" [1:16] TOILET ROOM ELEVATIOND A.0.150 5/8" [16] DRYWALL [P-1] (TYP) 4' - 0 " [ 1 2 1 9 ] 4" [101] WHITE FRP WAINSCOTING FURN. AND INST. BY G.C. (TYP) HAND DRYER AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT.A.0.150 TO I L E T R O O M D E T A I L S 4/ 1 1 / 2 0 2 5 3 : 3 0 : 2 8 P M V 1 . 3 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] BREAK ROOM PLANE A.0.151 SCALE: 3/4" = 1'-0" [1:16] BREAK ROOM ELEVATIONB A.0.151 SCALE: 3/4" = 1'-0" [1:16] BREAK ROOM ELEVATIONC A.0.151 SCALE: 3/4" = 1'-0" [1:16] BREAK ROOM ELEVATIOND A.0.151 SCALE: 3/4" = 1'-0" [1:16] BREAK ROOM ELEVATIONA A.0.151 NOTE: ·SINK CONTROLS ON SINK SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. ·PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING. ·WATERPROOF MEMBRANE AND FLOOR DRAIN REQUIRED IN ALL TOILET ROOMS AND ANY OTHER LOCATION WHERE WATER IS USED. EXTEND MINIMUM 6" UP WALLS MI C R O W A V E FRIDGE WHITE 24" WIDE 10.1 CU.FT. FRIDGE/FREEZER. FURN. BY TENANT, PLACED BY G.C. 25" DEEP FORMICA "STONE GRAFIX #503" COUNTERTOP OR APPROVED EQ., FURN. BY MILLWORKER & INST. BY G.C. ZURN #Z812B1-XL-3 4" CENTERSET GOOSENECK FAUCET, FURN. BY TENANT, INST. BY G.C. ELKAY #GE125212 DAYTON 25" STAINLESS STEEL SINK, FURN. BY TENANT, INST. BY G.C. DRYWALL CEILING [P-3] MICROWAVE. FURN. BY TENANT, PLACED BY G.C. [FC-3] A & M HARDWARE, INC. STEEL HYBRID COUNTER BRACKET #HYB (1.5) 21, 21"x21"x1 1/2", FURN. & INSTALLED BY G.C. (TYP) 4'-0" [1220] SURFACE MOUNTED STANDARD (PREFINISHED WHITE), FURN. BY TENANT, INST. BY G.C. (TYP) 48" SHELVING, FURN. BY TENANT, INST. BY G.C. (TYP) [B-1] (TYP) A & M HARDWARE, INC. 23" STEEL ADA VANITY BRACKET, FURN. & INSTALLED BY G.C. FURRING STRIPS PROVIDED & INSTALLED BY G.C. (TYP) 5/8" [16] DRYWALL [P-1] (TYP) 2' - 9 3 4" [8 5 7 ] 12 ' - 4 1 4" [ 3 7 6 6 ] 8'-91316" [2688] 2' - 9 3 4" [ 8 5 7 ] 1'-6" [457] 2'-1" [635] 2'-1" [635]3'-0" [914]4" [ 1 0 2 ] 4" [ 1 0 2 ] 1'-3 116" [383] 1'-218" [359]2'- 9 34" [ 8 5 7 ] TO P O F C O U N T E R 3'- 6 " [1 0 6 7 ] 12'-414" [3765] 2'-0" [610]2'-0" [610] 1'- 1 0 " [ 5 5 9 ] 1' - 6 " [ 4 5 7 ] 2'-0" [610]1'-0" [305] 2'-0" [610]1'-0" [305] 738" [1 8 7 ] 1'-2" [355] 1'-2" [355] DRYWALL CEILING [P-3] 5/8" [16] DRYWALL [P-1] (TYP) 8'-91316" [2688] [FC-3][B-1] (TYP)A & M HARDWARE, INC. STEEL HYBRID COUNTER BRACKET #HYB (1.5) 21, 21"x21"x1 1/2", FURN. & INSTALLED BY G.C. (TYP) A & M HARDWARE, INC. 23" STEEL ADA VANITY BRACKET (TYP OF 2), FURN. & INSTALLED BY G.C. 48" SHELVING, FURN. BY TENANT, INST. BY G.C. (TYP) 25" DEEP FORMICA "STONE GRAFIX #503" COUNTERTOP OR APPROVED EQ., FURN. BY MILLWORKER & INST. BY G.C. A & M HARDWARE, INC. STEEL HYBRID COUNTER BRACKET #HYB (1.5) 21, 21"x21"x1 1/2", FURN. & INSTALLED BY G.C. WHITE 24" WIDE 10.1 CU.FT. FRIDGE/FREEZER. FURN. BY TENANT, PLACED BY G.C. [FC-3][B-1] (TYP)[FC-3][B-1] (TYP) 5/8" [16] DRYWALL [P-1] (TYP) 5/8" [16] DRYWALL [P-1] (TYP) 12'-414" [3765]8'-91316" [2688] DRYWALL CEILING [P-3] DRYWALL CEILING [P-3] A.0.151 D A.0.151 A A.0.151 B A.0.151 C MICROWAVE. FURN. BY TENANT, PLACED BY G.C. WHITE 24" WIDE 10.1 CU.FT. FRIDGE/FREEZER. FURN. BY TENANT, PLACED BY G.C. A & M HARDWARE, INC. 23" STEEL ADA VANITY BRACKET (TYP OF 2), FURN. & INSTALLED BY G.C. 25" DEEP FORMICA "STONE GRAFIX #503" COUNTERTOP OR APPROVED EQ., FURN. BY MILLWORKER & INST. BY G.C. A & M HARDWARE, INC. STEEL HYBRID COUNTER BRACKET #HYB (1.5) 21, 21"x21"x1 1/2", FURN. & INSTALLED BY G.C. (TYP) 30" X 48" CLEAR FLOOR SPACE (TYP) 2'-1" [635] DUPLEX RECEPT. (TYP) 2'-0" [610]2'-0" [610]2'-0" [610] 7'-77 8" [2334] MICROWAVE. FURN. BY TENANT, PLACED BY G.C. 30"x48" CLEAR SPACE 30"x48" CLEAR SPACE 60" SCALE: 1 1/2" = 1'-0" [1:8] BREAK ROOM SINK BRACKET SECTIONF A.0.151 112" [ 3 8 ] 4" [1 0 2 ] 2'- 3 34" [ 7 0 5 ] M I N 2'-1" [635] 2'- 9 34" [ 8 5 7 ] 2'- 8 14" [ 8 1 9 ] 412" [1 1 4 ] 6" [152] MAX. 11" MIN. 17"-25" 8" [203] MIN 9" [ 2 2 9 ] MA X . ACCESSIBILITY CLEARANCES SHOWN LIGHTLY DIMENSIONED, DASHED & SHADED FOR REFERENCE PLASTIC LAMINATE COUNTER TOP WITH 4" BACK AND SIDE SPLASHES - PROVIDE CUTOUT FOR SINK PLASTIC LAMINATE APRON SECURED TO BRACKET PLASTIC LAMINATE ANGLED SKIRT PANEL PROVIDED BY MILLWORK. G.C. SHALL INSTALL SPRING CLIPS INCLUDED WITH BRACKET ON SKIRT PANEL AS DETAILED NOTE: APRON AND SKIRT PANEL TO BE FURN. BY MILLWORKER & INST. BY G.C. A & M HARDWARE, INC. 23" STEEL ADA VANITY BRACKET (TYP OF 2) FURN. & INSTALLED BY G.C. SCALE: 3" = 1'-0" [1:4] SPRING CLIP MOUNTING DETAILF2 A.0.151 EDGE OF CLIPS ARE TO BE INSTALLED 1 5/8" FROM SIDE EDGE OF PANEL 158" [41] 3116 " [7 8 ] 1'- 0 1 4" [3 1 1 ] TOP OF BOTTOM CLIPS ARE TO BE INSTALLED 3 1/16" FROM BOTTOM EDGE OF PANEL TOP OF TOP CLIPS ARE TO BE INSTALLED 12 1/4" FROM TOP OF BOTTOM CLIPS OPPOSITE FOR OTHER SIDE OF PANEL BRACKET HOLD FACE PANEL WITH MOUNTED CLIPS AT SAME ANGLE AS BRACKET MOUNT. SLIP DOWN AND OVER BRACKET CLIP FITS OVER BRACKET AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT.A.0.151 BR E A K R O O M D E T A I L S 4/ 1 1 / 2 0 2 5 3 : 3 0 : 2 9 P M V 1 . 2 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 AMERICAN EAGLE OUTFITTERS/AERIE/OFFLINE SPACE #748-L 13,788 SQFT. FD 48"48"48" 48"48"48"48"48"48"48"48"48" MI C R O W A V E FRIDGE 48 " 48 " LM - 3 . 2 _ A LM - 3 . 2 _ B LM-2_2 LM-7_X 48"48" LM-7_X 48"48" LM-2_2 LM-4_C LM-2_2 LM-1_M 48"48" L-11_X LM-1_M 48"48" L-11_X LM-5_C MP O S U N I T L- 1 1 LM - 8 _ 2 RE T U R N L- 1 0 _ A TR A S H L- 1 0 _ B RE T U R N L- 1 0 _ A L- 1 2 . 1 L- 1 2 . 2 L- 1 2 . 2 A- M I R R O R - 3 6 I N E- M I R R O R - 3 6 I N 48" LM-5_C 48" LM - 3 . 3 _ B LM - 3 . 3 _ A LM - 3 . 3 _ A LM - 3 . 3 _ B LM-2_2LM-4_C 4 - 4 - MC-3297 4 - 4 -A 10 B 10 A 10 B 10 STACKED HANGING STACKED HANGING 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC-3297 4 - 4 -E 10 G 10 E 10 G 10 BRAS UNDIES BRAS UNDIES 4 - 4 - MC-3297 4 - 4 -H 10 E 10 H 10 E 10 BRALETTE BRAS BRALETTE BRAS 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED (2 ) 4 8 " S H E L V E S MA N A G E R S D E S K EMPLOYEE LOCKERS 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC-3297 4 - 4 -A 10 B 10 A 10 B 10 STACKED HANGING STACKED HANGING 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -H 10 A 10 H 10 A 10 BRALETTE STACKED BRALETTE STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED MA R K E T I N G C A R T "A E " 48"48"48"48"48"48"48"48"48"48"48"48"48"48" 48"48"48"48"48"48"48"48"48"48"48"48" 48"48"48"48"48"48" 48"48"48" L-20.1 5'W B U T T O N L O G O L- 2 _ A L- 2 _ B L- 2 _ A L- 2 _ B LM-23 LM - 2 2 . 2 LM - 2 2 . 2 L- 1 4 . 1 - 4 1 " W HA N G B A R S T O R A G E B I N RECEIVING/PROCESSING AREA PR O C E S S I N G T A B L E TR A S H C A N RECEIVING BOXES 8'-0" [2438] 5' - 3 " [ 1 6 0 0 ] RE C E I V I N G BO X E S 4'- 0 " [ 1 2 1 9 ] 12'-3" [3734] 4U - 1 0 4V - 1 0 4W - 1 0 4X - 1 0 FI X T U R E FI X T U R E FI X T U R E FI X T U R E L- 5 _ C L-5_A 48 " 48 " 48"48"48"48" LM - 1 9 . 2 LM - 2 0 . 1 4 - 4 - MC - 3 2 4 9 A 10 A 10ST A C K E D ST A C K E D 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC - 3 2 4 9 B 10 B 10HA N G I N G HA N G I N G 4 - 4 - MC - 3 2 4 9 B 10 B 10HA N G I N G HA N G I N G 3A-10 STACKED 4A - 1 0 ST A C K E D 48 " 3D-10 BOXERS 3D-10 BOXERS FI X T U R E - 4Q 10 FI X T U R E - 4R 10 FI X T U R E - 4S 10 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 MO P H O L D E R 60"60" CHARGING STATION I.D. BADGE STATION 36" AERIE MARKETING CART SCALE: 1/4" = 1'-0" [1:50] EMERGENCY EGRESS ACCESSIBILITY PLAN EN T R A N C E / E X I T # 1 EN T R A N C E / E X I T # 2 EN T R A N C E / E X I T # 3 RE A R E X I T # 4 A APPROXIMATE CENTER OF 'AE' SPACE A TO EXIT #1 - 59'-6" B APPROXIMATE CENTER OF 'OFFLINE' SPACE B TO EXIT #2 - 48'-7" C APPROXIMATE CENTER OF 'AERIE' SPACE D E F G H B TO EXIT #4 - 157'-10" A TO EXIT #4 - 101'-1" C TO EXIT #4 - 151'-8" F TO EXIT #3 - 137'-2" E T O E X I T # 2 - 1 3 3 ' - 5 " D TO EXIT #1 - 145'-5" G T O E X I T # 4 - 9 9 ' - 1 " H TO EXIT #4 - 91'-6" 'AERIE' FITTING ROOM ACCESSIBLE 'OFFLINE' FITTING ROOM ACCESSIBLE 'AE' FITTING ROOM FARTHEST POINT IN STOCK ROOM STOCK ROOM 12e 12a 12f EQUAL SIZE BLANK SIGN FOR OPPOSITE SIDE OF GLASS. BLANK TO MATCH COLOR OF SIGN 10a 3a 10a 3f 10f 10f 15 4 1f 1e 10e 3e 13e 10e13e J 13e G & G I I T O E X I T # 4 - 9 4 ' - 1 1 " C TO EXIT #3 - 56'-11" 11 10f 13f AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 0 : 3 8 P M V 2 . 0 A.0.170 EM E R G E N C Y E G R E S S AC C E S S I B I L I T Y P L A N RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 2 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 4'-0" [1219] A.F.F. TO BOTTOM OF BRAILLE 9" [229] GENERIC SIGN EDGE OF JAMB. COORDINATE WITH PLAN. SCALE: 3" = 1'-0" [1:4] SINGLE SIGNAGE DETAILA A.0.170 ℄ OF ADA SIGN EDGE OF JAMB. COORDINATE WITH PLAN. 4'-0" [1219] A.F.F. TO BOTTOM OF BRAILLE 9" [229] 5'-0" [1524] A.F.F. (MAX) TO BASELINE OF HIGHEST TEXT FIGURE (703.4.1) GENERIC SIGN GENERIC SIGN SCALE: 3" = 1'-0" [1:4] STACKED SIGNAGE DETAILB A.0.170 THIS VERSION IS FOR STACKED SCENARIOS ONLY. ℄ OF ADA SIGN 1'- 1 0 " TY P 1'-10" TYP 1'-10" TYP 1'- 1 0 " TY P THE LIGHT DASHED OUTLINE AROUND EACH FIXTURE IS 1'-10" AWAY FROM THAT FIXTURE. AS LONG AS NO 2 OUTLINES INTERSECT A COMPLYING 44" AISLE IS PROVIDED. TYPICAL FIXTURE NOTE: DISPLAY FIXTURES SHOWN ON THIS DRAWING ARE FOR SCHEMATIC PURPOSES ONLY - FINAL PLACEMENT SHALL BE COORDINATED ON-SITE WITH LOCAL AUTHORITIES (TYP) EXIT SUMMARY SINGLE LEVEL - ON GRADE OCCUPANCY LOAD: SALES:11,189 S.F. / 60 S.F. PER PERSON =187OCCUPANTS STOCK:2,599 S.F. / 300 S.F. PER PERSON = 9 OCCUPANTS TOTAL:13,788 S.F. =196 OCCUPANTS EXITS REQUIRED:TWO EXITS (OCCUPANT LOAD 1-500) EXITS PROVIDED:FOUR EXITS (ACCESSIBLE) MAX. COMMON PATH OF EGRESS TRAVEL (PER CODE):75' (SPRINKLERED) ACTUAL COMMON PATH OF EGRESS TRAVEL: 40'-11" (MAX. - FROM POINT 'D' TO POINT 'J') MAX. EXIT ACCESS TRAVEL DISTANCE (PER CODE): 250' (SPRINKLERED) ACTUAL EXIT ACCESS TRAVEL DISTANCE:157'-10" (MAX. - FROM POINT 'B' TO REAR TENANT EXIT) ACCESSIBLE PATH OF TRAVEL . ADA SIGNAGE SCHEDULE TAG STYLE DESCRIPTION REMARKS SIZE QTY 1e 1f 3a 3e 3f 4 10a 10e 10f 11 12a 12e 12f 13e 13f 15 ACCESSIBLEFITTING ROOM ACCESSIBLEFITTING ROOM FITTINGROOM FITTINGROOM FITTINGROOM ALL-GENDERRESTROOM EXITROUTE EXITROUTE EXITROUTE TOEXIT EXIT EXIT EXIT NOT ANEXIT NOT ANEXIT BREAKROOM "ACCESSIBLE FITTING ROOM" SIGN WHITE ON NAVY W/ BRAILLE PART #FRA6940AE "ACCESSIBLE FITTING ROOM" SIGN BLACK ON BRIGHT WHITE W/ BRAILLE PART #FRA6930AE "FITTING ROOM" SIGN BLACK ON ALMOND W/ BRAILLE PART #FR6620AE "FITTING ROOM" SIGN WHITE ON NAVY W/ BRAILLE PART #FR6640AE "FITTING ROOM" SIGN BLACK ON BRIGHT WHITE W/ BRAILLE PART #FR6630AE "ALL-GENDER RESTROOM" SIGN WHITE ON BLACK W/ BRAILLE PART #EP5334AE "EXIT ROUTE" SIGN BLACK ON ALMOND W/ BRAILLE PART #EP2062AE "EXIT ROUTE" SIGN WHITE ON NAVY W/ BRAILLE PART #EP4062AE "EXIT ROUTE" SIGN BLACK ON BRIGHT WHITE W/ BRAILLE PART #EP3062AE "TO EXIT" SIGN WHITE ON BLACK W/ BRAILLE PART #TO6653AE "EXIT" SIGN BLACK ON ALMOND W/ BRAILLE PART #EP2011AE "EXIT" SIGN WHITE ON NAVY W/ BRAILLE PART #EP4011AE "EXIT" SIGN BLACK ON BRIGHT WHITE W/ BRAILLE PART #EP3011AE "NOT AN EXIT" SIGN WHITE ON NAVY W/ BRAILLE PART #EP4063AE "NOT AN EXIT" SIGN BLACK ON BRIGHT WHITE W/ BRAILLE PART #EP3063AE "BREAK ROOM" SIGN WHITE ON BLACK W/ BRAILLE PART #BR6653AE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE 6" x 9" 6" x 9" 6" x 6" 6" x 6" 6" x 6" 6" x 9" 6" x 6" 6" x 6" 6" x 6" 6" x 6" 6" x 6" 6" x 6" 6" x 6" 6" x 6" 6" x 6" 6" x 6" 1 1 1 1 1 1 2 2 3 1 1 1 1 3 1 1 NOTE: G.C. SHALL NOT INSTALL ANYTHING DIRECTLY BELOW ADA SIGNAGE. GENERAL ADA SIGNAGE NOTES: 1.AEO ADA SIGNAGE TO BE WHITE RAISED LETTERS ON A NAVY BLUE BACKGROUND 2.AERIE ADA SIGNAGE TO BE BLACK RAISED LETTERS ON AN ALMOND BACKGROUND 3.OFFLINE ADA SIGNAGE TO BE BLACK RAISED LETTERS ON A WHITE BACKGROUND 4.MANUFACTURED BY ADA SIGN FACTORY. WWW.ADASIGNFACTORY.COM 5.FURNISHED BY TENANT, INSTALLED BY G.C. 6.ALL ADA SIGNAGE TO BE MOUNTED 48" TO THE BOTTOM OF BRAILLE, UNLESS OTHERWISE NOTED 7.ALL ADA SIGNAGE TO BE LOCATED 9" FROM EDGE OF JAMB, ON LATCH SIDE OF DOORS OR AS INDICATED AT CASED OPENINGS, TO CENTER OF SIGN 8.IF STACKED ADA SIGNAGE IS REQUIRED, LOWER ADA SIGN TO BE MOUNTED 48" TO THE BOTTOM OF BRAILLE AND UPPER ADA SIGN TO BE MOUNTED 1" MIN. ABOVE LOWER SIGN, BUT NO HIGHER THAN 60" TO TOP OF BRAILLE, SEE DETAIL THIS SHEET 9.AT STACKED SIGNS, SIGNAGE SHALL BE STACKED ACCORDING TO ORDER OF TAGS WITH BOTTOM TAG BEING THE LOWER ADA SIGN. MEANS OF EGRESS SIZING TOTAL OCCUPANT LOAD - 86 (HALF = 43) EXIT #EGRESS WIDTH OCCUPANT CAPACITY REMARKS 1 2 72" 166" 72"/0.2 = 360 166"/0.2 = 830 360 > 43 830 > 43 OK OK 3 84"84"/0.2 = 420 420 > 43 OK 4 36"36"/0.2 = 180 180 > 43 OK AREA ANALYSIS AREA m2 FT2 % AE SALES AREA 479.4 5,160 37% AE FITTING ROOMS 36.4 392 3% AERIE SALES AREA 221.2 2,381 17% AERIE FITTING ROOMS 54 581 4% OFFLINE SALES AREA 216.6 2332 17% OFFLINE FITTING ROOMS 31.9 343 2% STOCK ROOM 190.1 2046 15% TOILET ROOM(S)14 151 1% BREAK ROOM 11 118 1% EGRESS CORRIDOR 26.4 284 2% OTHER 0 0 0% TOTAL 1,280. 9 13,788100% 18" MIN. 60" MIN CLEAR FLOOR SPACE (TYP.) 6" MIN. STORE INTERIOR LEVEL LANDING MALL EXTERIOR LEVEL LANDING 60 " MI N SCALE: 1/4" = 1'-0" [1:50] REAR EXIT DETAILC A.0.170 STORE INTERIOR: LEVEL LANDING 76.75'' EXTERIOR SIDEWALK: LEVEL LANDING 60 " AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 0 : 4 0 P M V 2 . 0 A.0.171 EM E R G E N C Y E G R E S S AC C E S S I B I L I T Y N O T E S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 L- 1 4 _ X TwF2 HW f HW f TwF2 HW f HW f T1f T2f HW HW HWHW Pf Pf Pf Pf3 Pf3 Pf3 V V L-15_X TwF6 HW e HW e HW e HW e HW e HW e TwF6 HW e HW e HW e HW e HW e HW e L-15_X L-15_X L-15_X L-15_X L-15_X L-15_X L-15_X L-15_XL-15_X Pf 3 Pf 3We We We HW HW LS 9 6 LS 9 6 LS 9 6 LS48 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf LS 9 6 LS 4 8 LS 9 6 LS 4 8 LS 9 6 H2 H2 H2H3H3 ETw30 H3 H2H2 H3 H2H2 H2H2H2H3H3 ETw30 H3H2 H2H3H2H2 We2 We2 We2 H2 H2 H2H3H3 ETw21 H2 H2 H2H3H3 ETw28 H3 H2H2 H3 H2H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e TwF6 HW e HW e HW e HW e HW e HW e H2H2H2H3H3 ETw21 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2H2H2H3H3 ETw20 H3H2 H2 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 AE W H I T E G R I D AE W H I T E G R I D AE B L A C K G R I D AE B L A C K G R I D GT b e 2 GT b e 2 GT b e 2 HB DT b 8 HB HB HB HB HB HB HB AE B L A C K G R I D AE B L A C K G R I D GT b e 2 GT b e 2 GT b e 2 HB DT b 1 3 HB HB HB HB HB HB HB HB HB HB HB HB AE B L A C K G R I D Se7 Se7 Se7 Se7 Se7 Se7 Se7 We H2 Tw20 H2H2H2H2H2H2H2H2H2 H2 Tw 8 H2 H2 H2 H2 Tw 8 H2 H2 H2 We 2 We 2 We2We2We2 Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° O O O O O O O O O O O OOOOO O O O O O O O SLf-2 O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O O O SLf-1 L-14_X L-14_X HWHWHWHWHW T1a T8a T1a T8a T1a T8a T1a T8a Ra 3 0° Ra 3 0° Ra 3 0° Pa PaPa T6a T5a T4a T6 a T5 a T4 a Ra2 20° HS DT s 5 HS HS HS HS HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW STf3 STf3 STf3 STf9 ET w 2 1 TL - 1 L-14_X L-14_XL-14_X L-1 4 _ X L- 1 3 _ X L- 1 3 _ X L- 1 3 _ X L- 1 3 _ X L-14_X We 2 Ga - 1 GT w e 8 GT w e 8 LS 4 8 LS 4 8 Pe6 Pe6 Pe6Pe6Pe6Pe6 HW TAw7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw4 HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw5 HW HW HW TA w 7 HW HW HW Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ETw20 H2H2H2H2H2 H2 H2 H2 ETw20 H2H2H2H2 H2 H2 H2 H2 ETw20 H2 H2 H2 H2 H2H2H2H2H2 ETw20 H2 H2 H2 H2 H2H2H2H2 ETw20 H2H2H2H2H2H2H2 H2 ET w 3 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 ETw24 H2 H2 H2H2H2H2H2 H2 ETw24 H2 H2 H2 H2H2H2H2 H2 ETw24 H2H2H2H2 H2 H2 H2H2 ET w 1 6 H2 H2 H2 H2 H2 ET w 1 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 LS96 LS96LS96LS96 LS96LS96LS96 LS96 LS96 LS96 LS96 LS96 LS96LS96 LS96LS96 LS96 LS96 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 HWf HWf HWf HWf HWf HWf HWf HWf HWf HWf Pf3 Pf3 T1 T3 T1 T2 T1 T2 T1 T2 T1 T2 T1 T2 Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 Sa Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 Ra2 20° Ra2 20° SCALE: 1/4" = 1'-0" [1:50] REFLECTED CEILING PLAN IMPORTANT NOTE: ·E.C./G.C. SHALL NOTIFY TENANT FIELD REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES AND/OR CONFLICTS THAT PROHIBIT THE INSTALLATION OF ANY SYSTEM/COMPONENT/DEVICE OR FIXTURE IN THE EXACT LOCATION AND MOUNTING HEIGHT AS REPRESENTED HEREIN. ANY FAILURE TO PROPERLY NOTIFY TENANT FIELD REPRESENTATIVE OF ANY DISCREPANCIES AND/OR CONFLICTS, WILL RESULT IN THE IMPROPERLY INSTALLED SYSTEM/COMPONENT/DEVICE OR FIXTURE TO BE RECTIFIED BY THE E.C./G.C., AS INSTRUCTED BY THE TENANT, AT E.C./G.C.'S EXPENSE. GRAPHIC DISPLAY GRID SYSTEM FURNISHED BY TENANT, INSTALLED BY G.C. (TYP) SEE DETAIL C2/A.0.205 EQ 3'- 6 " [1 0 6 7 ] 3'- 6 " [1 0 6 7 ] 3'- 6 " [1 0 6 7 ] EQ EQEQ AL I G N AL I G N AL I G N AL I G N AL I G N AL I G N AL I G N AL I G N 51 2" [140] EQ (TYP. OF 8) 512" [140]EQ (TYP. OF 8) 512" [140]EQ (TYP. OF 8) 512" [140]EQ (TYP. OF 8) 512" [140]EQ (TYP. OF 8) 512" [140]EQ (TYP. OF 8) 512" [140]EQ (TYP. OF 8) 512" [140]EQ (TYP. OF 8) 512" [140] ℄ OF TRACK & BAY (TYP.) ℄ OF TRACK & BAY (TYP.) ℄ OF TRACK & BAY (TYP.) ℄ OF TRACK & BAY (TYP.) ℄ OF TRACK & BAY (TYP.) ℄ OF TRACK & BAY (TYP.) ℄ OF TRACK & BAY (TYP.) EQ EQ ℄ O F T R A C K (T Y P . ) ℄ O F T R A C K (T Y P . ) EQ EQ 1'- 2 " [3 5 6 ] ℄OF MIRROR SEATING AREA DRYWALL CEILING @ 11'-0" [3353] A.F.F. [P-2a] ℄ O F P A S S A G E , W A L L & L I G H T F I X T U R E S 1'- 7 " [4 8 3 ] 1'- 7 " [4 8 3 ] 1'-2" [356]EQ EQ 3'-0" [914] 10 " [2 5 4 ] 10 " [2 5 4 ] 2'-6" [762] ℄ O F S T Y L E B A R ℄ O F ET E G E R E 10 " [2 5 4 ] 10 " [2 5 4 ] 3'-0" [914] ℄ O F BR A S S LE D G E 2'-6" [762] ℄ OF MIRROR 1'-2" [356] (TYP) 1'-2" [355] (TYP) 1'- 2 " [3 5 6 ] CENTER 'Pa2' LIGHT FIXTURE ABOVE EACH FITTING ROOM (TYP. AT ALL FITTING ROOMS) ℄ OF MIRROR 1'-2" [356] (TYP) 1'-2" [355] (TYP) 1' - 2 " [3 5 6 ] 1a EQ EQ ℄ O F B L A D E SI G N BLADE SIGN AND BRACKET EQEQ ℄ O F B L A D E SI G N EQ 2'- 0 " [6 1 0 ] 2' - 0 " [6 1 0 ] EQ ACCESSIBLE TOILET ROOMS DRYWALL CEILING [P-3] @ 8'-0" [2438] A.F.F. EGRESS PASSAGE NO CEILING BREAK ROOM DRYWALL CEILING [P-3] @ 8'-0" [2438] A.F.F. 4STOCK ROOM NO CEILING/OPEN TO DECK 1'-6" [457] 1'-6" [457] ℄ O F B U T T O N LO G O & LI G H T FI X T U R E S 1' - 3 9 16 " [3 9 5 ] 1'- 3 " [3 8 1 ] DISCO BALL MOUNTED AT 100" [2540] A.F.F. TO BOTTOM 6" [152] 2' - 0 " [6 1 0 ] 2'- 0 " [6 1 0 ] 2'- 0 " [6 1 0 ] 2'- 0 " [6 1 0 ] 2'- 0 " [6 1 0 ] 2'- 0 " [6 1 0 ] EQ EQ CENTER 'Pf' LIGHT FIXTURE IN EACH BAY UNLESS NOTED OTHERWISE TRACK LIGHTING MOUNTED TO BOTTOM OF PAVILION FRAMING ℄ OF SALES AREA & TRACK ASSEMBLY ℄ O F S A L E S A R E A & TR A C K A S S E M B L Y OFFLINE SALES AREA NO CEILING/ OPEN TO DECK [P-2f] 4'- 6 3 4" [1 3 9 1 ] 2'- 7 1 2" [8 0 0 ] 6'- 9 " [2 0 5 7 ] 6' - 9 " [2 0 5 7 ] 4'- 1 0 12" [1 4 8 6 ] 1'- 0 " [3 0 5 ] EQEQ EQ EQ AL I G N AL I G N AL I G N 2" [51] x 2" [51] 6 GAUGE WIRE GRID, PRE-FINISHED WHITE (TYP) EQEQ OFFLINE FITTING ROOM NO CEILING/ OPEN TO DECK [P-2f] 2'- 6 " [7 6 2 ] 2' - 6 " [7 6 2 ] EQ EQ 6" [152] EQ3'-0" [914] EQ 3'-21 2" [978] 4'-6" [1372] 6' - 0 " [1 8 2 8 ] CEILING TRIM 'A' (TYP) (C/A.2.700) CLOSET DRYWALL SOFFIT @ 10'-2 1/2" [3112] A.F.F. [P-3a] (TYP) 5'- 0 " [1 5 2 4 ] DRAPERY ROD & BRACKET, FURN. BY TENANT, INST. BY G.C. (TYP) (A.0.220) DRAPERY ROD & BRACKET, FURN. BY TENANT, INST. BY G.C. (TYP) (A.0.220) DRAPERY ROD & BRACKET, FURN. BY TENANT, INST. BY G.C. (TYP) (A.0.220) 4'-0" [1219] 4'-0" [1219] 5'- 1 1 1 4" [1 8 1 0 ] 6" [1 5 2 ] 3'-0" [914] 3'-0" [914] EQ EQ TRIM @ BACKWRAP SURROUND (D2/A.2.700) 5'- 0 " [1 5 2 4 ] 4'-6" [1372] 4'-6" [1372] 4' - 6 " [1 3 7 2 ] 4' - 6 " [1 3 7 2 ] 3'-0" [914] 3'-0" [914] 2'-0" [610] 3'-0" [914] 3'-0" [914] 6' - 6 " [1 9 8 1 ] EQ 6'- 6 " [1 9 8 1 ] 6'- 6 " [1 9 8 1 ] 5'- 0 " [1 5 2 4 ] EQ 2' - 3 " [6 8 6 ] EQ EQ EQ EQ 6" [152] EQ EQ EQ EQ AL I G N AL I G N EQ EQ EQ EQ EQ EQ EQEQ EQ EQ B A.0.205 3'-27 8" [987] 3'-27 8" [987] 3'-27 8" [987] 3'-27 8" [987] 11'-9" [3581] 1' - 8 " [5 0 8 ] 1' - 8 " [5 0 8 ] 1' - 8 " [5 0 8 ] 1' - 8 " [5 0 8 ] 1' - 8 " [5 0 8 ] 1' - 8 " [5 0 8 ] 6" [152] 1'-0" [305] 1'-0" [305] 1'-0" [305] 1'-8" [508] EQ EQ ℄ O F G L A Z I N G & LI G H T T R A C K S ℄ O F E N T R Y & LI G H T FI X T U R E ℄ O F G L A Z I N G & LI G H T T R A C K S ℄ OF SALES AREA & LIGHT TRACKS EQ EQ 1e FITTING ROOMS & PASSAGE AREA DRYWALL CEILING @ 11'-0" [3353] A.F.F. 1e ℄ OF CLOSET FIXTURE & LIGHT BULBS ℄ OF CLOSET FIXTURE & LIGHT BULBS ℄ O F S A L E S AR E A & L I G H T TR A C K S 5'- 0 " [1 5 2 4 ] 6' - 6 " [1 9 8 1 ] 6' - 6 " [1 9 8 1 ] EQ EQ 6'- 6 " [1 9 8 1 ] 6'- 6 " [1 9 8 1 ] 5' - 0 " [1 5 2 4 ] 3'-0" [914] 3'-0" [914] 5'- 0 " [1 5 2 4 ] 6' - 6 " [1 9 8 1 ] 6' - 6 " [1 9 8 1 ] EQ EQ 6'- 6 " [1 9 8 1 ] 6'- 6 " [1 9 8 1 ] 5'- 0 " [1 5 2 4 ] 5'-0" [1524] 8" X 8" [WD-2e] OAK BEAM (Q/A.1.710) 8" X 8" [WD-2e] OAK BEAM (Q/A.1.710) 8" X 8" [WD-2e] OAK BEAM (Q/A.1.710) 8" X 8" [WD-2e] OAK BEAM (Q/A.1.710) 6 1/4" X 8" [WD-2e] TOP TRIM (I/A.1.710) 6 1/4" X 8" [WD-2e] TOP TRIM (I/A.1.710) [WD-2e] OAK TRIM (J/A.1.710) [WD-2e] OAK TRIM (J/A.1.710) 6 1/4" X 8" [WD-2e] TOP TRIM (I/A.1.710) [WD-2e] OAK TRIM (J/A.1.710) 6 1/4" X 8" [WD-2e] TOP TRIM (I/A.1.710) ℄ O F MI R R O R 6 1/4" X 8" [WD-2e] TOP TRIM (I/A.1.710) ℄ O F MI R R O R ℄ O F MI R R O R ℄ OF LIGHT TRACKS EQEQ EQEQ 2'-41 8" [714] ℄ OF LIGHT TRACKS EQ EQ FITTING ROOM(S) AND PASSAGE AREA DRYWALL CEILING @ 11'-0" [3353] A.F.F. [P-2a] 5 DRAPERY ROD & BRACKET, FURN. BY TENANT, INST. BY G.C. (TYP) (A.0.220) 5' - 0 " [1 5 2 4 ] DRYWALL BULKHEAD @ 11'-0" [3353] A.F.F. [P-3] 1f STOREFEONT SIGN PREFAB. ALUMINUM COVE LIGHTING (TYP) NOTE: SEE A.4.500 SERIES FOR COORDINATION OF STOREFRONT SOFFIT HEIGHTS. 'OFFLINE' SALES AREA NOTE: ·G.C. TO PAINT EVERYTHING ABOVE 11'-0" [P-2f] ·DO NOT PAINT EQUIPMENT INFORMATION TAGS!! 3e BLADE SIGN AND BRACKET WALL TRIM 'A' (TYP) (A.4.700) TRIM @ EXPERIENCE MOMENT (E/A.4.700) PREFAB. TRACK ASSEMBLY (C1/A.0.205) TRIM @ DISPLAY CASE (D/A.4.700) BULKHEAD 'A-f' (A.4.700) BULKHEAD 'B-f' (A.4.700) 3'-514" [1048] 218" [54] 6'-6" [1981] 218" [54] 6'-6" [1981] 218" [54] 6'-6" [1981] 218" [54] 7'-0" [2134] 218" [54] 7'-0" [2134] 218" [54] 6'-6" [1981] 218" [54] 6'-6" [1981] 218" [54] 6'-6" [1981] 218" [54] 6'-6" [1981] 218" [54] EQ 4'- 1 11 16 " [1 2 6 2 ] 218" [5 4 ] 6'- 7 3 16 " [2 0 1 1 ] 218" [5 4 ] 6'- 7 3 16 " [2 0 1 1 ] 218" [5 4 ] 6' - 7 3 16 " [2 0 1 1 ] 218" [5 4 ] EQ PREFINIESHED OAK PANELS ON DRYWALL BULKHEAD @10'- 0 3/4" [3067] AERIE SALES AREA DRYWALL CEILING @ 11'-0" [3353] A.F.F. [P-2a]5 NOTE: G.C. SHALL PROVIDE BLOCKING ABOVE CEILING TO SUPPORT DRAPERY ROD(S) WHERE OCCURS (TYP) NOTE: SEE A.2.500 SERIES FOR COORDINATION OF STOREFRONT SOFFIT HEIGHTS. 'OFFLINE' KEY NOTES: SIGN - FURN. BY SIGN CONSULTANT, INST. BY G.C., REFER TO SIGN SHOP DRAWINGS 'A.4.800', 'A.4.801' FOR MORE INFORMATION.1f 5 [PL-1a] SOFFIT @ 9'-10 3/4" [3016] A.F.F. [P-3a] (TYP) DRYWALL SOFFIT @ 10'-2 1/2" [3112] A.F.F. [P-3a] (TYP) NOTE: G.C. SHALL PROVIDE BLOCKING ABOVE CEILING TO SUPPORT DISPLAY SCREEN DIVIDER(S), WHERE OCCURS (TYP) NOTE: ·ALL SUPPORT TRACK AND RELATED COMPONENTS, REQUIRED TO SUPPORT TRACK LIGHTING FIXTURES ONLY, ARE TO BE FURNISHED BY TENANT & INSTALLED BY G.C. - G.C. SHALL ENSURE THAT ALL SUPPORT TRACK IS INSTALLED WITH FIRST CLASS WORKMANSHIP: LEVEL, STRAIGHT, & ALIGNED. ·ALL OTHER EQUIPMENT/COMPONENT SUPPORTS FURN. & INST. BY G.C. NOTE: SEE SHEET A.0.205 FOR LIGHTING FIXTURE AND TRACK SCHEDULES NOTE: ALL COMPONENTS REQUIRED TO SUPPORT AND INSTALL THE SUSPENDED CEILING SYSTEM (WHETHER DRYWALL AND/OR ACOUSTIC TILE), ARE TO BE FURNISHED AND INSTALLED BY G.C. - G.C. SHALL CONSULT WITH MALL/BUILDING DEPARTMENT TO DETERMINE REQUIRED METHODS FOR SUPPORTING CEILING FROM MALL STRUCTURE, PRIOR TO SUBMITTING BID. NOTE: EXISTING CONSTRUCTION (SHOWN GHOSTED) TO REMAIN. REFURBISH AS INDICATED/REQUIRED. KEY NOTES: STOCKROOM CEILING - NO CEILING UNLESS REQUIRED BY LANDLORD OR LOCAL BUILDING CODES [CT-1].4 DRYWALL CEILING - SHALL BE 5/8" TYPE 'X' DRYWALL OVER DRYWALL SUSPENSION SYSTEM AS MANUFACTURED BY USG INTERIORS, INC. OR APPROVED EQUAL - SEE DETAIL A/A.0.205. DRYWALL CEILING TO BE CONTINUOUS FROM STOREFRONT BULKHEAD TO SALES/STOCK PARTITION. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED FOR SUSPENDED CEILING ELEMENTS, IF ANY. G.C. SHALL FURNISH AND INSTALL ACCESS PANELS FOR ABOVE CEILING MAINTENANCE. SEE REFLECTED CEILING PLAN FOR LOCATIONS. FURNISH AND INSTALL ADDITIONAL ACCESS PANELS AS REQUIRED FOR ANY ADDITIONAL ABOVE CEILING MAINTENANCE POINTS THAT MAY BE EXISTING (G.C. TO VERIFY IN THE FIELD). PRIOR TO INSTALLATION OF ADDITIONAL ACCESS PANELS COORDINATE LOCATIONS WITH TENANT REPRESENTATIVE. 5 4 NOTE: G.C. TO COORDINATE HVAC WITH LIGHTING LOCATIONS. 'AE' KEY NOTES: SIGN - FURN. BY SIGN CONSULTANT, INST. BY G.C., REFER TO SIGN SHOP DRAWINGS 'A.1.800' FOR MORE INFORMATION. 1a 3e DRYWALL SOFFIT @12'-0'' [3658] A.F.F. [P-3e] DRYWALL SOFFIT @12'-0'' [3658] A.F.F. [P-3e] 1a STOREFRONT SIGN (A.1.800) DRYWALL SOFFIT @12'-0'' [3658] A.F.F. [P-3e] DRYWALL SOFFIT @12'-0'' [3658] A.F.F. [P-3e] GRAPHIC TRACKS (E.0.400) ℄ O F D E N I M G U I D E & L I G H T B U L B ℄ O F D E N I M G U I D E & L I G H T B U L B 'AE' SALES AREA NOTE: ·G.C. TO PAINT EVERYTHING ABOVE 11'-0" [P-1e] ·DO NOT PAINT EQUIPMENT INFORMATION TAGS!! 2'-6 1 16" [764]1'- 4 716 " [4 1 8 ] 2'-6 1 16" [764] 1'- 4 7 16 " [4 1 8 ] 6" [152] 1'-0" [305] 1'-0" [305] 1'-0" [305] EQ EQ 4 916 " [1 1 6 ] TRACK LIGHTING MOUNTED TO BOTTOM OF PAVILION FRAMING CENTER 'Pf' LIGHT FIXTURE IN EACH BAY SEATING AREA DRYWALL CEILING @ 11'-0" [3353] A.F.F. AE SALES AREA DRYWALL CEILING [P-2e] @ 11'-0" [3353] A.F.F. AE SALES AREA DRYWALL CEILING [P-2e] @ 11'-0" [3353] A.F.F. AE SALES AREA DRYWALL CEILING [P-2e] @ 11'-0" [3353] A.F.F. NOTE: SEE A.1.500 SERIES FOR COORDINATION OF STOREFRONT SOFFIT HEIGHTS. ℄ OF LIGHT FIXTURES & PASSAGE 2'-0" [610] DRAPERY ROD & BRACKET, FURN. BY TENANT, INST. BY G.C. (TYP) (A.0.220) [PL-1a] SOFFIT @ 11'-5 1/4" [3486] A.F.F. [P-1] SALES/FITTING ROOM CEILING - SHALL BE 5/8" TYPE 'X' DRYWALL [P-2e] OVER DRYWALL SUSPENSION SYSTEM AS MANUFACTURED BY USG INTERIORS, INC. OR APPROVED EQUAL - SEE DETAIL A/A.0.205. DRYWALL CEILING TO BE CONTINUOUS FROM STOREFRONT BULKHEAD TO SALES/STOCK PARTITION. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED TO INSTALL PREFAB. CEILING BEAMS. G.C. SHALL FURNISH AND INSTALL ACCESS PANELS [P-3e] FOR ABOVE CEILING MAINTENANCE. SEE REFLECTED CEILING PLAN FOR LOCATIONS. FURNISH AND INSTALL ADDITIONAL ACCESS PANELS AS REQUIRED FOR ANY ADDITIONAL ABOVE CEILING MAINTENANCE POINTS THAT MAY BE EXISTING (G.C. TO VERIFY IN THE FIELD). PRIOR TO INSTALLATION OF ADDITIONAL ACCESS PANELS COORDINATE LOCATIONS WITH TENANT REPRESENTATIVE. 1e AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 1 : 0 0 P M V 2 . 0 A.0.200 RE F L E C T E D C E I L I N G P L A N 1 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 1 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 LIGHTING SCHEDULE TYPE DESCRIPTION MOUNTING WATTS LAMPS QTY. FIXTURE DESCRIPTION TEMP.LUMENS QTY. LAMP H2 H3 HB HS HW HWe HWf We LS12 LS48 LS96 Pa Pa2 Pe5 Pe6 Pf Pf3 Ra2 Ra3 Rf2 Sa LS23e Se7 V We2 AMERLUX PARI-S SMALL TRACK PARIS-S-W.LOL-120-38-309-LE/TE (WHITE) (MERCHANDISE DISPLAY) JUNO TRAC MASTER WALL WASH MURH-31-WT-LT1-120-WW-309-LE/TE SALES FLOOR @ PERIMETER WALLS AMERLUX PARI-S SMALL TRACK PARIS-S-B.LOL-120-24-309-LE/TE (BLACK) (STOREFRONT DISPLAY WINDOW) LIGHTOLIER LYTESPAN TRACK LIGHTING #9030NAL (MERCHANDISE DISPLAY) LIGHTOLIER LYTESPAN TRACK LIGHTING #9030NWH (MERCHANDISE DISPLAY) LUMENTURE T50 TRACK HEAD T50-30H-1100-40-W-L (SKATE RAMP) LUMENTURE T50 TRACK HEAD T50-27H-1100-40-W-L (MERCHANDISE DISPLAY) PORCELAIN KEYLESS FIXTURE - WHITE NORA LIGHTING BRAVO FROST LED NUDTW-9812/W (SET COLOR TEMP TO 3K) (BACKLIGHTING FIXTURE) LINEAR LED STRIP 48" VISCOR LCOMN48-LED830K040LUNV (STOCKROOM) LINEAR LED STRIP 96" VISCOR LCOMN96-LED830K040LUNV (STOCKROOM) BOCK LIGHTING CUSTOM PENDANT MEZZO HALF PRISMATIC GLOBE (CASH WRAP) BOCK LIGHTING CUSTOM AS OPEN SPHERE PENDANT ASO8-EG53-IG1/MED5/630C-10FT-G53 (FITTING ROOMS) DJP1041NVY LARGE PENDANT 14" DIA x 13"H BLUE STEEL SHADE W/OPAL GLASS GLOBE DJP1041MWT LARGE PENDANT 14" DIA x 13"H MATTE WHITE STEEL SHADE W/OPAL GLASS GLOBE BOCK P74-PALLONE-PEN1 PENDANT ADJUSTABLE BRASS FINISH STEM W/ 12" SATIN WHITE SHADE (SALES AREA) BOCK WINNIE-11-PSB6983 PENDANT AGED WHITE-MED5-WHITE CLOTH CORD W/TRACK ADAPTER (FITTING ROOMS) JUNO 2" RECESSED WALL WASH 2LEDDRV-G2-6-MVOLT / 2LEDT-G2-A-9-27-N-WH / 2-NCMF (STOREFRONT, SALES AREA & PASSAGE) JUNO 2" RECESSED WALL WASH 2LEDDRV-G2-6-MVOLT / 2LEDT-G2-A-9-27-N-WH / 2-NCMF (SALES AREA & PASSAGE) JUNO 2" RECESSED WALL WASH 2LEDDRV-G2-6-MVOLT / 2LEDT-G2-A-9-27-N-WH / 2-NCMF (STOREFRONT) BOCK LIGHTING CUSTOM FIXTURE MONSTERS INC (SEATING AREA) LINEAR LED STRIP 23" L SAGEF-R2330K-D2 FROSTED ROUND LENS PORCELAIN KEYLESS FIXTURE PAINTED BY GC ON-SITE P9-e PROGRESS VANITY #3115-30 (TOILET ROOM) PORCELAIN KEYLESS FIXTURE - WHITE TRACK TRACK TRACK TRACK TRACK TRACK TRACK FITTING ROOM AREA WALL MOUNTED, DIRECTLY TO DRYWALL 8'-6" AFF SEE ELEVATIONS FOR EXACT LOCATION E.0.400 FOR DETAILS SURFACE SURFACE/SUSPENDED 12'-0" ABOVE SLAB 8'-0" ABOVE DECK SURFACE/SUSPENDED 12'-0" ABOVE SLAB 8'-0" ABOVE DECK PENDANT 6'-7" [2007] A.F.F. PENDANT 7'-5" [2261] A.F.F. PENDANT SEE SHEET E.0.400 FOR MOUNTING HEIGHTS PENDANT SEE SHEET E.0.400 FOR MOUNTING HEIGHTS PENDANT 10'-6" [3200] A.F.F. PENDANT 7'-0" A.F.F. RECESSED RECESSED RECESSED SURFACE SURFACE MOUNTED @ SKATE RAMP CEILING SURFACE MOUNTED @STOREFRONT MARQUEE WALL 7'-0" [2134] A.F.F. SALES FLOOR, WALL MOUNTED ON J-BOX WITH VERTICAL CONDUIT, 9'-11" AFF SEE ELEVATIONS FOR EXACT LOCATION AND E.0.400 FOR DETAILS 14.5 31 14.5 12 12 14 14 6 10 32 66 6 6 24 24 10 10 7.5 7.5 7.5 36 8 4.5 20 6 0 0 0 1 1 0 0 1 0 0 0 1 1 1 1 1 1 0 0 0 6 0 1 2 1 256 19 21 5 296 18 14 4 10 5 36 3 6 9 6 3 7 29 3 10 1 12 7 2 9 DEDICATED LED DEDICATED LED DEDICATED LED LED GE LED12DP30RS/827/25 LED GE LED 12DP30RA/927/25 LED LED STATCO S12421 - COATED A19 LED SILVER CROWN LED LED LED SATCO S21238 SATCO S21238 GREEN CREATIVE LED 24HID/830/277/E26/DIM GREEN CREATIVE LED 24HID/830/277/E26/DIM LED GE LED10DA19/827-120 LED GE LED10DA19/827-120 LED LED LED SATCO S21238 LED SATCO S9828 G25 LED SILVER CROWN GE LED10DA19/827 STATCO S12421 A19 LED SILVER CROWN COATED 3000K 3000K 3000K 2700K 2700K 3000k 2700k 2700k 3000K 3000K 3000K 2700K 2700K 3000K 3000K 2700K 2700K 2700K 2700K 2700K 2700K 3000K 2700K 2700K 2700k 1348 3203 1348 1000 1000 1100 1100 650 1700 4000 8000 500 500 3100 3100 800 800 600 600 600 500 705 450 800 650 0 0 0 5 296 0 0 4 0 0 0 3 6 9 6 3 7 0 0 0 6 0 7 4 9 NOTES: ·ALL FIXTURES AND LAMPS FURNISHED BY TENANT ·ALL MOUNTING HEIGHTS ARE TO LOWEST POINT ON FIXTURE ·SCONCE FIXTURES ARE TO CENTERLINE OF MOUNTING BOX ·RECESSED DIRECTIONAL FIXTURES ARE TO BE ADJUSTED AS INDICATED ON THE PLANS, /\ INDICATES DIRECTION, DEGREES ARE SHOWN ASSUMING 0° IS STRAIGHT DOWN. #2 AIRCRAFT CABLE WITH KWIK WIRE CLAMP AT VERTICAL SUPPORT (TYP) PREFABRICATED 1/8" THICK ALUMINUM TUBE "GRID" ASSEMBLY 1/2" SQ. SUPPORT TAB WELDED TO, OR PUNCHED FROM, TOP OF ALUMINUM TUBE. SPACED AT 48" O.C. WITH 1/4"Ø HOLE CENTERED FOR ATTACHMENT314" 218" #2 AIRRAFT CABLE AT 45° SKEW TO EXISTING STRUCTURE ABOVE FOR SEISMIC BRACING WHERE APPLICABLE MAX. 5LBS/LINEAR FT. 11'-0" [3353] A.F.F. SCALE: 3" = 1'-0" [1:4] PREFAB. TRACK ASSEMBLY DETAILC1 A.0.205 5/8" [16] TYPE "X" G.W.B. 1-1/2" [38] x 1-1/2" [38] FIRE RATED HEAVY DUTY CROSS TEES @ 16" [406] O.C. NOTE: SUSPENSION SYSTEM TO BE AS MANUFACTURED BY USG INTERIORS, INC. ANY ALTERNATE MUST BE APPROVED BY TENANT. ICC-ES # ER1994 1-1/2" [38] x 1-1/2" [38] FIRE RATED HEAVY DUTY MAIN TEES @ 4'-0" [1219] O.C. FIRE RATED C-CHANNEL AT PERIMETER 12 GA. VERTICAL HANGER WIRE TO STRUCTURE ABOVE @ 4'-0" [1219] O.C. SCALE: N.T.S. DRYWALL SUSPENSION SYSTEMA A.0.205 SCALE: 3" = 1'-0" [1:4] PAVILION STRING LIGHT INSTALLATIONC4 A.0.205 LIGHT TRACK SCHEDULE TYPE DESCRIPTION COLOR MOUNTING IMPERIAL METRIC LENGTH HEADS QTY. DTb8 DTb13 DTs5 ETw16 ETw20 ETw21 ETw24 ETw28 ETw30 ETw36 ETw38 TAw4 TAw5 TAw7 Tw5 Tw8 Tw16 Tw20 TwF2 TwF6 LIGHTOLIER LYTESPAN 6000BK SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000BK SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM BLACK BLACK ALUMINUM WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE 8'-0" 13'-0" 5'-0" 16'-0" 20'-0" 21'-0" 24'-0" 28'-0" 30'-0" 36'-0" 38'-0" 4'-0" 5'-0" 7'-0" 5'-0" 8'-0" 16'-0" 20'-0" 2'-0" 6'-0" 2438 3962 1524 4877 6096 6401 7315 8534 9144 10973 11582 1219 1524 2134 1524 2438 4877 6096 610 1829 8 13 5 0 0 0 0 0 0 0 0 2 3 4 3 4 8 10 2 6 1 1 1 2 6 3 3 1 2 2 4 1 1 28 34 2 5 1 2 3 NOTES: ·WHERE APPLIES - ADDITIONAL TRACK RUNS ARE REQUIRED FOR CEILING MOUNTED LIGHT BAR ASSEMBLIES. ·COORDINATE WITH DIMENSIONS SHOWN ON ARCHITECTURAL REFLECTED CEILING PLAN(S). ·ADD (1) AEO OUTLET COMPONENT TO DISPLAY WINDOW TRACK - (1) COMPONENT PER WINDOW ·ADD (3) OUTLET COMPONENT TO AERIE DISPLAY WINDOW TRACK - (3) COMPONENT PER WINDOW. NOTES: ·SEE DETAILS C4, DD, & EE ON SHEET E.0.400 OR E.0.401 FOR SUPPORT TRACK DETAILS. ·SUPPORT TRACKS SHALL BE HUNG WITH TENANT SUPPLIED ALL-THREAD @ 3'-0" O.C. ·ALL-THREADS CAN SHARE LOADS @ SUPPORT TRACK JOINT LOCATIONS. ·EXISTING STRUCTURE/DECK HEIGHT IS BELIEVED TO BE 17'-3" ABOVE SLAB. SUPPORT TRACK SCHEDULE TYPE DESCRIPTION COLOR MOUNTING IMPERIAL METRIC LENGTH QTY. STf3 STf9 SUPPORT TRACK FURINSHED BY TENANT, INSTALLED BY G.C. SUPPORT TRACK FURINSHED BY TENANT, INSTALLED BY G.C. PREFINISHED [P-2f] PREFINISHED [P-2f] PENDANT PENDANT 3'-0" 9'-0" 914 2743 3 1 GRID ASSEMBLY SCHEDULE TYPE DESCRIPTION COLOR MOUNTING IMPERIAL METRIC LENGTH QTY. G6.5 G7 2 1/8" GRID SECTION W/ 2 HANGING TABS 2 1/8" GRID SECTION W/ 2 HANGING TABS WHITE WHITE 11'-0" A.F.F. SEE C2/A.0.205 11'-0" A.F.F. SEE C2/A.0.205 6'-6" 7'-0" 1981 2134 28 24 NOTES: ·SEE C/E.0.400 FOR MOUNTING DETAIL ·LEAVE TWO (2) ADDITIONAL ADAPTERS WITH STORE MANAGER GRAPHIC TRACK SCHEDULE TYPE DESCRIPTION COLOR MOUNTING IMPERIAL METRIC LENGTH ADAPTERS QTY. GTbe8 GTwe8 GTbe13 NORA LIGHTING - NT 300 SERIES (NON-ELECTRIC) VARIOUS LENGTHS NORA LIGHTING - NT 300 SERIES (NON-ELECTRIC) VARIOUS LENGTHS NORA LIGHTING - NT 300 SERIES (NON-ELECTRIC) VARIOUS LENGTHS BLACK WHITE BLACK SURFACE SURFACE SURFACE 8'-0" 8'-0" 13'-0" 2438 2438 3962 5 5 9 3 2 3 STRING LIGHT SCHEDULE TYPE DESCRIPTION MOUNTING APPROX. CUT LENGTH WATTS FIXTURE DESCRIPTION TEMP.LUMENS WATTS QTY. LAMP SLf-2 SLf-1 SIVAL LIGHTING LIGHT STRING LSI15100WHF (PAVILION) SIVAL LIGHTING LIGHT STRING LSI15100WHF (PAVILION) SUSPENDED SUSPENDED 29'-11" 47'-11" 15 24 SATCO S9167 LED S11/CL/LED/E17/120V/CD SATCO S9167 LED S11/CL/LED/E17/120V/CD 2700 2700 28 28 1 1 15 24 NOTES: ·SEE SHEET A.2.751 FOR DETAILS ON HANGING AERIE STRING LIGHT FROM GREEN GROCER. ·SEE SHEET A.0.205 FOR DETAILS ON HANGING OFFLINE STRING LIGHT FROM PAVILION. TAPE LIGHT SCHEDULE TYPE DESCRIPTION MOUNTING CUT LENGTH WATTS TEMP.LUMENS QTY. TL-1 TAPE SURFACE MOUNTED GC TO PROVIDE 3M TAPE FOR INSTALLATION 41'-4"165 3000 13020 1 258" 5/8" DRYWALL OVER 5/8" FRT PLYWOOD [P-3] (TYP) 3" x 3" x 2-3/4 GAUGE McNICHOLS WIRE MESH PRE-FINISHED WHITE. SEE GRAPHIC HANG GRID KEY FOR SIZES. (TYP) EXTERNAL HEX HEAD DRILLING SCREW, #10 SCREW, 4 1/2" LONG 1" x 3/4" x 1/8" ALUMINUM ANGLE, PRE-FINISHED WHITE (MITERED CORNERS) COLORGRID SIZEGRID NO. NEW GRAPHIC HANG GRID KEY SEE DETAIL C2/A.0.205 FOR MOUNTING DETAILS. IF GRID EXCEEDS 4'-0" IN ANY DIRECTION ADD GRID SUPPORTS AT CENTER OF THE SPAN. WHITEGa-1 6'-3"x3'-0" SCALE: 3" = 1'-0" [1:4] DISPLAY GRID DETAILC2 A.0.205 2 1/2" ALUMINUM STANDOFF FOR #10 SCREW, PRE-FINISHED WHITE Tw F 6 HWe HWe HWe HWe HWe HWe Tw F 6 HWe HWe HWe HWe HWe HWe LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e LS 2 3 e Tw F 6 HWe HWe HWe HWe HWe HWe SCALE: 1/2" = 1'-0" [1:25] ENLARGED SKATE RAMP REFLECTED CEILING PLANB A.0.205 2' - 0 1 2" [ 6 2 2 ] 8' - 5 " [ 2 5 6 5 ] 2' - 2 " [ 6 6 0 ] 1'-8" [508]1'-8" [508]1'-8" [507]EQ 1'-8" [508]1'-8" [508]1'-8" [508]EQ EQ 1'-8" [508]1'-8" [508]1'-8" [508]EQ 1'-8" [508]1'-8" [508]1'-8" [508] 5'-0" [1523]EQ EQ 5'-0" [1523] 2'- 0 12" [ 6 2 2 ] 2' - 0 1 2" [ 6 2 2 ] 2' - 2 " [ 6 6 0 ] 2'- 0 12" [ 6 2 2 ] G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 1 : 3 7 P M V 2 . 0 A.0.205 RE F L E C T E D C E I L I N G P L A N DE T A I L S & S C H E D U L E S C OF GRID ASSEMBLYL C O F G R I D A S S E M B L Y L MAIN GRID CHANNEL (TYP) INTERMEDIATE GRID CHANNEL (TYP) CORNER BRACKET (TYP) TEE BRACKET (TYP) 4-WAY INTERSECTION BRACKET (TYP) SCALE: 3/8" = 1'-0" [1:30] OFFLINE DISPLAY GRID ASSEMBLYCC A.0.205 SKATEBOARD LED STICK (C5/E.0.400) Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1/4" = 1' - 0" DRAPERY & CARPET PLAN DRAPERY ROD BRACKET SCHEDULE TYPE QTY. TYPE 1 TYPE 4a TYPE 5a TYPE 6a TYPE 8 04 02 02 02 04 FD T1f T2f T1a T8a T1a T8a T1a T8a T1a T8a T6a T5a T4a T6 a T5 a T4 a T1 T3 T1 T2 T1 T2 T1 T2 T1 T2 T1 T2 LARGE FLOOR KIT, 8'x10' FURN. AND INST. BY TENANT SMALL FLOOR KIT, 2x3 TILE PATTERN, FURN. AND INST. BY TENANT SMALL FLOOR KIT, 2x7 TILE PATTERN, FURN. AND INST. BY TENANT LARGE FLOOR KIT, 6'x9' FURN. AND INST. BY TENANT CASED OPENING DRAPERY ROD @101", SEE C6/A.0.225 FOR DETAIL SHEER DRAPERY AT CASED OPENING, SEE D3/A.0.225 FOR DETAIL (TYP) CASED OPENING DRAPERY ROD @101", SEE C6/A.0.225 FOR DETAIL SHEER DRAPERY AT CASED OPENING, SEE D3/A.0.225 FOR DETAIL (TYP) ℄℄ 20'-0" [6096] 1'-10 1 8 " [562] 19'-113 4" [6090] 19'-013 16" [5811] ℄℄ SALES AREA SHEER DRAPERY, SEE D/A.0.225 FOR DETAIL (TYP) SALES AREA SHEER DRAPERY, SEE D/A.0.225 FOR DETAIL (TYP) SALES AREA DRAPERY ROD @ 129", SEE C/A.0.225 FOR DETAIL SALES AREA DRAPERY ROD @ 129", SEE C/A.0.225 FOR DETAIL PAVILION DRAPERY ROD @ 89 3/4", SEE C4/A.0.225 FOR DETAIL (TYP) PAVILION SHEER DRAPERY, SEE D4/A.0.225 FOR DETAIL OFFLINE DRAPERY ROD BRACKET SCHEDULE TYPE QTY. TYPE 1f TYPE 2f 01 01 ACCESSIBLE FITTING ROOM DRAPERY, SEE A.1.721 FOR DETAIL (TYP) FITTING ROOM DRAPERY, SEE A.1.720 FOR DETAIL (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.0.220 DR A P E R Y & C A R P E T P L A N 4/ 1 1 / 2 0 2 5 3 : 3 1 : 4 4 P M V 1 . 1 1 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: N.T.S. DRAPERY DETAILB A.0.225 1 1/4"Ø PRE-FINISHED WHITE CURTAIN ROD AND BRACKETS, FURN. BY TENANT, INST. BY G.C. DRAPERY, FURN. BY TENANT, HUNG BY G.C. NOTE: G.C. SHALL INSTALL ADEQUATE BLOCKING IN ALL WALLS AND CEILINGS FOR MOUNTING OF DRAPERY RODS END OF DRAPERY TO BE INSTALLED TO FACE TOWARD A WALL OR THE REAR OF THE SPACE FINISH FLOOR LINE SCALE: 3/4" = 1'-0" [1:16] DRAPERY DETAIL @ SALES AREAD A.0.225 SHEER DRAPERY BY OTHERS, INST. BY NSO 4" [102] HEM AT TOP GROMMET (TYP OF 14) 112" [ 3 8 ] G A P A T F L O O R 12 9 " [ 3 2 7 7 ] DR A P E R Y L E N G T H 118" [2997] 2 916" [65] EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 2 916" [65] 178" [ 4 8 ] 12 9 " [ 3 2 7 7 ] CE N T E R O F D R A P E R Y R O D A . F . F . 4" [ 1 0 2 ] 1" [25] 1" [25] 1" [ 2 5 ] 1" [25] HEM AT SIDES & BOTTOM 1 1/4" Ø PRE-FINISHED DRAPERY ROD & BRACKETS, FURN. BY TENANT, INST. BY G.C. 129" [3277] A.F.F. 132" [3353] A.F.F. SCALE: N.T.S. DRAPERY ROD @ SALES AREAC A.0.225 3" [7 6 ] TYPE 1a TYPE 8a 1 1/4"Ø [32] BRASS TONE CURTAIN ROD (TYP) TYPE 1 TYPE 2 ALL PARTS POWDER COATED AERIE WHITE. TYPE 3TYPE 4 TYPE 5 TYPE 6 TYPE 7 TYPE 8 SCALE: N.T.S. DRAPERY ROD BRACKETSA A.0.225 TYPE 7C FINISH FLOOR LINE SCALE: 3/4" = 1'-0" [1:16] DRAPERY DETAIL @ PAVILIOND4 A.0.225 SHEER DRAPERY BY OTHERS, INST. BY NSO 4" [102] HEM AT TOP GROMMET (TYP OF 14) 1" [ 2 5 ] G A P A T F L O O R 90 1 4" [ 2 2 9 2 ] DR A P E R Y L E N G T H 118" [2997] 29 16" [65] EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 2 9 16" [65] 178" [ 4 8 ] 89 34" [ 2 2 8 0 ] CE N T E R O F D R A P E R Y R O D A . F . F . 4" [ 1 0 2 ] 1" [25] 1" [25] 1" [ 2 5 ] 1" [25] HEM AT SIDES & BOTTOM 1 1/4" Ø PRE-FINISHED WHITE DRAPERY ROD & BRACKETS, FURN. BY TENANT, INST. BY G.C. SCALE: 3/4" = 1'-0" [1:16] DRAPERY DETAIL @ OPENINGD3 A.0.225 FINISH FLOOR LINE SHEER DRAPERY BY OTHERS, INST. BY NSO 4" [102] HEM AT TOP GROMMET (TYP OF 14) 112" [ 3 8 ] G A P A T F L O O R 10 1 " [ 2 5 6 5 ] DR A P E R Y L E N G T H 118" [2997] 2 916" [65] EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 2 916" [65] 178" [ 4 8 ] 10 1 " [ 2 5 6 5 ] CE N T E R O F D R A P E R Y R O D A . F . F . 4" [ 1 0 2 ] 1" [25] 1" [25] 1" [ 2 5 ] 1" [25] HEM AT SIDES & BOTTOM 1 1/4" Ø PRE-FINISHED WHITE DRAPERY ROD & BRACKETS, FURN. BY TENANT, INST. BY G.C. 117" [2972] A.F.F. 120" [3048] A.F.F. SCALE: N.T.S. DRAPERY ROD @ SALES AREAC6 A.0.225 3" [7 6 ] TYPE 1 TYPE 7C TYPE 2 (IF REQ'D) 3/8"Ø THREADED ROD (TYP) THREADED COUPLING TO ACCEPT 3/8"Ø THREADED ROD FOR OPEN CEILING MOUNTED CURTAIN ROD (TYP) 1 1/4"Ø [32] CURTAIN ROD POWDER COATED AERIE WHITE. (TYP) TYPE 1 BRACKET SHALL BE USED IF TYPE 7 BRACKETS ARE REQUIRED SCALE: N.T.S. DRAPERY ROD @ PAVILIONC4 A.0.225 89 3/4" [2280] A.F.F. 3" [7 6 ] 1 1/4"Ø [32] CURTAIN ROD POWDER COATED AERIE WHITE. (TYP) 92 3/4" [2356] A.F.F. TYPE 1f TYPE 2f TYPE 1f TYPE 2f ALL PARTS POWDER COATED AERIE WHITE. SCALE: N.T.S. OFFLINE DRAPERY ROD BRACKETSA1 A.0.225 SCALE: 3/4" = 1'-0" [1:16] AE FITTING ROOM PLANCC A.0.220 FITTING ROOM DRAPERY ROD @ 101", SEE ELEVATIONS ON A.2.720 (TYP) DRAPERY AT FITTING ROOM MIRROR, SEE F2/A.0.225 FOR DETAIL (TYP) BRACKET TYPE 2 BRACKET TYPE 1 SCALE: 3/4" = 1'-0" [1:16] AE ACCESSIBLE FITTING ROOM PLANDD A.0.220 4'-5" [1346] ACCESSIBLE FITTING ROOM DRAPERY ROD @ 101", SEE ELEVATION ON A.2.721 DRAPERY AT FITTING ROOM MIRROR, SEE F2/A.0.225 FOR DETAIL (TYP) BRACKET TYPE 5 ANY DRAPERY ROD WITH AN EXPOSED END SHALL BE SEALED (TYP) BRACKET TYPE 1 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.0.225 DR A P E R Y D E T A I L S 4/ 1 1 / 2 0 2 5 3 : 3 1 : 4 7 P M V 1 . 0 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1/2" = 1'-0" [1:25] OVERALL STOREFRONT ELEVATIONA A.0.300 29'-512" [8978]33'-658" [10226]44'-438" [13523] 107'-41 2" [32728] 16 ' - 0 " [ 4 8 7 7 ] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 1 : 5 1 P M SEE SHEET 'A.4.300' FOR MORE DETAILED STOREFRONT INFORMATION SEE SHEET 'A.2.300' FOR MORE DETAILED STOREFRONT INFORMATION A.0.300 OV E R A L L S T O R E F R O N T E L E V A T I O N SEE SHEET 'A.1.300' FOR MORE DETAILED STOREFRONT INFORMATION Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1/2" = 1'-0" [1:25] STOREFRONT ELEVATIONA A.1.300 44'-43 8" [13523] BULB PLATES FOR THE STAGGERED LIGHTBULBS SHOULD BE PAINTED [P-11e] ON SITE BY THE G.C. MA T C H L I N E EQEQ 13 ' - 6 " [4 1 1 5 ] B.O. BLADE SIGN BLADE SIGN - FURN. BY SIGN CONSULTANT, INST. BY G.C. 1e 1/2" [13] TEMP. PLATE GLASS [GL-1e] (TYP.) 2'- 0 " [ 6 1 0 ] (T Y P ) 2' - 0 " [ 6 1 0 ] (T Y P ) 3e 1/4" [6] BUTT JOINT (NO SILICON) (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1e] (TYP.) 2'- 0 " [ 6 1 0 ] (T Y P ) 2' - 0 " [ 6 1 0 ] (T Y P ) 3e 1/4" [6] BUTT JOINT (NO SILICON) (TYP) 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] HIGH DENSITY MDF [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] HIGH DENSITY MDF [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] A A.1.400 B A.1.500 A A.1.500 WOOD SLAT HEADER ASSEMBLY - [WD-2e] (A.1.800) EQ 4'-10" [1473]4'-10" [1473]4'-10" [1473]4'-10" [1473]4'-10" [1473]4'-10" [1473]4'-10" [1473]EQ LC OF ENTRY & SIGNAGE 1aSTOREFRONT SIGN EXISTING MALL BULKHEAD CONSTRUCTION TO REMAIN 23'-41 8" [7115] 1' - 6 " [ 4 5 7 ] EQ EQ ROUTED MDF PANEL [P-4e] (TYP.) ROUTED MDF PANEL [P-4e] (TYP.) 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] DEMISING PARTITION LEASE LINE 3 4" [19] 1'-2" [355] 14'-5 316" [4398] 1'-1012" [571] 13'-10" [4216] 1'-1012" [571] 9'-512" [2883] 1'-2" [356] 3 4" [19] 43'-95 8" [13352] CROWN MOLDING [P-4e] (8" x 3/4") 12 ' - 0 " [3 6 5 8 ] 8" [2 0 3 ] 3'- 3 " [9 9 1 ] 16 ' - 0 " [4 8 7 7 ] 6" [ 1 5 2 ] 6" [ 1 5 2 ] BLACK CONTINUOUS 3/4" REGLET BLACK CONTINUOUS 3/4" REGLET BLACK CONTINUOUS 3/4" REGLET STOREFRONT ENTRY DOOR SYSTEM (A.1.730) DEMISING WALL DRYWALL [P-3e] (TYP) BASE BELOW [B-2e] [P-3e] TYP. (B/A.1.710) [WD-2e] OAK TRIM (J/A.1.710) LEASE LINE 11'-0" [3353] A.F.F. 10'-4" [3150] A.F.F. EDGE-LIT EXIT SIGN FURN. BY TENANT. INST. BY E.C. 4' - 0 " [ 1 2 1 9 ] TO B . O . B R A I L L E 9" [229] ADA SIGNAGE, SEE A.0.171 FOR DETAILS HIGH DENSITY MDF [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] CRATE FIXTURE (TYP.) (A.1764) LINE OF BULKHEAD @10'-4'' [3150] A.F.F. [WD-2e] TOP TRIM (I/A.1.710) STOREFRONT ENTRY DOOR SYSTEM (A.1.730) HIGH DENSITY MDF [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] 1/2" [13] TEMP. PLATE GLASS [GL-1e] AT STOREFRONT BEYOND 1/2" [13] TEMP. PLATE GLASS [GL-1e] AT STOREFRONT BEYOND POLYCARBONATE WALL (A.1.761) POLYCARBONATE WALL (A.1.761) 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] LINE OF BULKHEAD @10'-4'' [3150] A.F.F. SALES AREA FINISHED FLOOR [WD-2e] OAK TRIM (J/A.1.710) ROUTED MDF PANEL [P-4e] (TYP.) ROUTED MDF PANEL [P-4e] (TYP.) ROUTED MDF PANEL [P-4e] (TYP.) ROUTED MDF PANEL [P-4e] (TYP.) SCALE: 1/2" = 1'-0" [1:25] STOREFRONT INTERIOR ELEVATIONB A.1.300 3 4" [1 9 ] 3' - 4 " [1 0 1 6 ] A A.1.501 4'-10" [1473] DEMISING WALL BASE BELOW [B-2e] [P-3e] TYP. (B/A.1.710) LEASE LINE CRATE FIXTURE (TYP.) (A.1764) DRYWALL [P-3e] (TYP) WALL MTD. MIRROR (A/F.1.400) 10 " [ 2 5 4 ] SUSPENDED CEILING SYSTEM 3e 1e NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. SIGN - FURN. BY SIGN CONSULTANT, INST. BY G.C. - SEE SHEET 'A.1.800' FOR MORE INFORMATION. GLASS CLAMPS - G.C. SHALL FURN. & INST. 180° CLEAR ACRYLIC GLASS CLAMPS, PART #GM-GC180R AS MANUFACTURED BY HI-TECH GLAZING SUPPLY. THIS CONTRACTOR SHALL CONTACT HI-TECH GLAZING SUPPLY AT 604-501-1212 FOR INFORMATION. KEY NOTES: . 1a AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 1 : 5 8 P M A.1.300 ST O R E F R O N T E L E V A T I O N S NOTE: SEE SHEET 'A.4.300' FOR CONTINUATION OF OFFLINE STOREFRONT ELEVATION NOTE: SEE SHEET 'A.4.300' FOR CONTINUATION OF OFFLINE INTERIOR STOREFRONT ELEVATION Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: SEE SHEET 'A.0.100' FOR LOCATION OF SALES AREA DISPLAY CASE ELEMENTS. NOTE: G.C. SHALL TREAT ALL EXPOSED TILE FLOOR FINISHES AT ENTRY WITH "ANTI-SLIP FLOOR & TUB TREATMENT," AS MANUFACTURED BY TRUSTY STEP INTERNATIONAL. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. LM-3_2_B [FC-1e] DISPLAY WINDOW AREA [FC-1e] MA T C H L I N E - E SALES AREA 4" [102] +/-4" [102] 1'-2" [355] 14'-514" [4398] 43'-1038" +/- [13371] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 3/4'' THK WOOD TRIM PANELING [P-4e] 1/2" QUARTER ROUND DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 3 5/8" METAL STUD FRAMING (TYP) 5/8 [16] DRYWALL [P-4e] (TYP) 1/2" QUARTER ROUND 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] ROUTED MDF PANEL [P-4e] LINE OF (2) 1000S162-43 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) LINE OF BULKHEAD ABOVE @ 12'-0" [3658] A.F.F. 1/4" [6] BUTT JOINT (NO SILICON) (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1e] (TYP.) 5/8 [16] DRYWALL [P-3e] (TYP) BASE BELOW [B-2e] [P-3e] TYP. (B/A.1.710) DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 3 5/8" METAL STUD FRAMING (TYP) 5/8 [16] DRYWALL [P-3e] (TYP) BASE BELOW [B-2e] [P-3e] TYP. (B/A.1.710) BASE BELOW [B-1e] [P-1e] TYP. (B/A.1.710) LINE OF WOOD SILL [P-4e] LINE OF (2) 1000S162-54 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) LINE OF DRYWALL BULKHEAD ABOVE @10'-4" [3150] A.F.F. EXISTING WALL [P-1e] (TYP) DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL ROUTED MDF PANEL [P-4e] 1/2" QUARTER ROUND BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] DEMISING WALL 638" [1 6 2 ] 338" [8 6 ] 212" [6 3 ] B A.1.500 LEASE LINE LEASE LINE 5'- 0 " [1 5 2 4 ] 1" [2 5 ] 'CRATE' FLOOR DISPLAY FIXTURE (A.1.764) LM - 2 _ X BLACK CONTINUOUS 34" REGLET 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) [WD-1f] (TYP) L-5_C WALL MTD. MIRROR (A/F.1.400) 3'-434" [1033]℄OF MIRROR ROUTED MDF PANEL [P-4e] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 3/4'' THK WOOD TRIM PANELING [P-4e] LINE OF (2) 1000S162-43 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) 3/4'' THK WOOD TRIM PANELING [P-4e] POLYCARB' WALL DISPLAY FIXTURE (A.1761) LEASE LINE MA T C H L I N E - D 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 5' - 1 1 12" [1 8 1 6 ] EXISTING STRUCTURAL COLUMN TYPICAL DOUBLE STUD POST DETAIL 16 GA. MT TRACK EACH SIDE #8 SCREWS @ 12" [305] O.C. EACH SIDE DOUBLE METAL STUD POST TO BE 3 5/8" [92] 16 GA. CC STUD A A.1.400 SCALE: 3" = 1'-0" [1:4] 4/ 1 1 / 2 0 2 5 3 : 3 2 : 0 1 P M A.1.400 ST O R E F R O N T P L A N S E C T I O N ENLARGED STOREFRONT PLAN SCALE: 1 1/2" = 1'-0" [1:4] A A.1.400 NOTE: SEE SHEET 'A.1.401' FOR CONTINUATION OF STOREFRONT PLAN AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: SEE SHEET 'A.4.401' FOR CONTINUATION OF STOREFRONT PLAN Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3" = 1' - 0" STOREFRONT SECTIONB A.1.401 SCALE: 3" = 1' - 0" STOREFRONT SECTIONC A.1.401 21 2" [63] 714" [184] 21 2" [63] 1" [25] 118" [ 2 8 ] 78" [ 2 2 ] 112" [ 3 8 ] 158" [ 4 1 ] DOUBLE 3 5/8" METAL STUD COLUMN WITH 5/8" DRYWALL WOOD CLADDING PER MILLWORKER, P-4e 714" [ 1 8 4 ] 5" [ 1 2 7 ] 7 8" [ 2 2 ] 78" [ 2 2 ] 314" [ 8 3 ] 21 2" [63] 1" [25] DOUBLE 3 5/8" METAL STUD COLUMN WITH 5/8" DRYWALL 5/8" DRYWALL DOOR JAMB [P-4e] WOOD TRIM [P-4e] 1/2" QUARTER ROUND [P-4e] 2" [51]2" [51] MA T C H L I N E - E [FC-1e] SALES AREA 43'-1038" +/- [13371] 1'-1012" [572] 4" [102] 4" [102] +/- 13'-10" [4216] 4" [102] 4" [102] +/- 1'-1012" [571] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 3/4'' THK WOOD TRIM PANELING [P-4e] 1/2" QUARTER ROUND 4" [1 0 2 ] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 3 5/8" METAL STUD FRAMING (TYP) 5/8 [16] DRYWALL [P-4e] (TYP) 1/2" QUARTER ROUND 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] ROUTED MDF PANEL [P-4e] 4" [102] 4" [102] +/- 1'-101 2" [572] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 1/2" QUARTER ROUND DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 1/2" QUARTER ROUND 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] 3 5/8" METAL STUD FRAMING (TYP) 5/8 [16] DRYWALL [P-4e](TYP) DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 1/2" QUARTER ROUND 3/4'' THK WOOD TRIM PANELING [P-4e] ROUTED MDF PANEL [P-4e] BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] 3/4'' THK WOOD TRIM PANELING [P-4e] 1/2" QUARTER ROUND 3 5/8" METAL STUD FRAMING (TYP) 5/8 [16] DRYWALL [P-4e](TYP) 4" [1 0 1 ] 4" [102] 4" [102] +/- 1'-101 2" [571] 4" [1 0 2 ] 4" [1 0 2 ] 4" [1 0 2 ] D A.1.401 DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 1/2" QUARTER ROUND DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 3/4'' THK WOOD TRIM PANELING [P-4e] 3 5/8" METAL STUD FRAMING (TYP) 5/8 [16] DRYWALL [P-4e](TYP) 1/2" QUARTER ROUND 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] ENTRY LINE OF DRYWALL BULKHEAD ABOVE @10'-4" [3150] A.F.F. LINE OF (2) 1000S162-54 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) LINE OF (2) 1000S162-43 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) A A.1.500 1/8" ALUMINUM TRANSITION STRIP FURN. & INST. BY G.C. 1/8" ALUMINUM TRANSITION STRIP FURN. & INST. BY G.C. LINE OF DRYWALL BULKHEAD ABOVE @12'-0" [3658] A.F.F.LEASE LINE 5' - 5 7 8" [1 6 7 3 ] 2" [5 1 ] BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] 3/4'' THK WOOD TRIM PANELING [P-4e] ENTRY CONCRETE TILE 12'' x 24'' [FC-5e] EQ 71 4" [184] 6'-738" [2016] [FC-1e][FC-1e] 2'- 1 1 34" [9 0 8 ] B A.1.401 C A.1.401 DOUBLE 3 5/8" METAL STUD COLUMN TO SUPPORT TRANSOM 1/8" ALUMINUM TRANSITION STRIP FURN. & INST. BY G.C. BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] ALIGN ALIGN CONCRETE TILE 12'' x 24'' [FC-5e] BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] ROUTED MDF PANEL [P-4e] ROUTED MDF PANEL [P-4e] BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL EQ 4" [1 0 2 ] EQ 638" [1 6 2 ] 338" [8 6 ] 212" [6 3 ] 1" [2 5 ] EQ 4" [1 0 2 ] EQ 638" [1 6 2 ] 338" [8 6 ] 212" [6 3 ] 1" [2 5 ] 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] "KICK-DOWN" DOOR STOP SATIN ALUM. FINISH (TYP.) "KICK-DOWN" DOOR STOP SATIN ALUM. FINISH (TYP.) MA T C H L I N E - F LINE OF (2) 1000S162-43 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e]3/4'' THK WOOD TRIM PANELING [P-4e] 714" [1 8 4 ] STOREFRONT ENTRY DOOR (A.1.730) EXISTING STRUCTURAL COLUMN SCALE: 3" = 1' - 0" STOREFRONT SECTIOND A.1.401 212" [ 6 3 ] 1 2" [ 1 3 ] 238" [ 6 0 ] 34" [ 1 9 ] WOOD TRIM, P-4e 1/2" THICK GLASS WOOD TRIM, [WD-25e , P-4e] WOOD TRIM, [WD-26e , P-4e] ROUTED WOOD PANEL [P-4e] 4" [102] 78" [22] 4/ 1 1 / 2 0 2 5 3 : 3 2 : 0 4 P M A.1.401 ST O R E F R O N T P L A N S E C T I O N NOTE: SEE SHEET 'A.1.400' FOR CONTINUATION OF STOREFRONT PLAN AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 ENLARGED STOREFRONT PLAN SCALE: 1 1/2" = 1'-0" [1:4] A A.1.401 NOTE: SEE SHEET 'A.1.400' FOR CONTINUATION OF STOREFRONT PLAN Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 LM-3_2_B [FC-1e] DISPLAY WINDOW AREA [FC-1e] SALES AREA 43'-1038" +/- [13371] 9'-512" [2883] 3 4" [19] 4" [102] +/-4" [102] 1'-2" [356] LINE OF DRYWALL BULKHEAD ABOVE @ 10'-4" [3150] A.F.F. LINE OF (2) 800S162-33 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) LINE OF (2) 600S162-33 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) LINE OF BULKHEAD ABOVE @ 12'-0" [3658] A.F.F. 1/4" [6] BUTT JOINT (NO SILICON) (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1e] (TYP.) 5/8 [16] DRYWALL [P-3e] (TYP) BASE BELOW [B-2e] [P-3e] TYP. (B/A.1.710) DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL LINE OF WOOD SILL [P-4e] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL DEMISING WALL BLACK CONTINUOUS 3/4" REGLET 1/2" QUARTER ROUND 3/4'' THK WOOD TRIM PANELING [P-4e] 5/8 [16] DRYWALL [P-3e] (TYP) 638" [1 6 2 ] 338" [8 6 ] 212" [6 3 ] ROUTED MDF PANEL [P-4e] LEASE LINE LEASE LINE 3 5/8" METAL STUD FRAMING (TYP)5'- 0 " [1 5 2 4 ] 'CRATE' FLOOR DISPLAY FIXTURE (A.1.764) LM - 2 _ X 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) BASE BELOW [B-2e] [P-3e] TYP. (B/A.1.710) EXISTING WALL [P-1e] (TYP) 6'-112" [1867] BASE BELOW [B-1e] [P-1e] TYP. (B/A.1.710) BASE BELOW [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] FRONT FACE TO BE CLADDED DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL A A.1.501 MA T C H L I N E - F LINE OF (2) 600S162-33 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) POLYCARB' WALL DISPLAY FIXTURE (A.1761) DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD TO SUPPORT HEADER ABOVE. SEE (B/A.1.400) FOR DETAIL 48" ADJUSTABLE SHELF SHOWN FOR REFERENCE (TYP) 5' - 1 1 1 2" [1 8 1 6 ] 4/ 1 1 / 2 0 2 5 3 : 3 2 : 0 5 P M A.1.402 ST O R E F R O N T P L A N S E C T I O N NOTE: SEE SHEET 'A.1.400' FOR CONTINUATION OF STOREFRONT PLAN AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 ENLARGED STOREFRONT PLAN SCALE: 1 1/2" = 1'-0" [1:4] A A.1.402 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 VARIES 1'-0" [305] GRAPHIC TRACK, SEE DETAIL E.0.400 (TYP) SURFACE MOUNTED LIGHT TRACK FIXTURE, FURN. BY TENANT INST. BY E.C. 1'-0" [305] 634" [1 7 1 ] 11 ' - 4 12" [3 4 6 7 ] 8" [2 0 3 ] 10 ' - 4 " [3 1 5 0 ] 8" [2 0 3 ] 3' - 3 14" [9 9 7 ] EQ U A L EQ U A L ℄ OF S I G N 1a STOREFRONT SIGN DRYWALL BEHIND SLAT HEADER - PAINT [P-1e] LED LIGHT TO RUN FULL LENGTH OF SLAT HEADER ASSEMBLY. (ACOLYTE-120V STATIC WHITE DIRECT AC RIBBONLYTE, 3000K) WOOD SLAT HEADER ASSEMBLY (A.1.800) PROVIDED BY TENANT INSTALLED BY GC MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 16'-0" [4877] A.F.F. [V.I.F.] 34" [1 9 ] 3 4" [ 1 9 ] CROWN MOLDING W/ PILASTER TRIM [P-4e] (8" x 3/4") WOOD TRIM [P-4e] 1/2" [13] TEMPERED PLATE GLASS 618" [156] 414" [1 0 8 ] 3' - 7 34" [1 1 1 1 ] 6" [1 5 2 ] 4" [1 0 2 ] WOOD TRIM MOULDING [P-4e] NOTE: LANDLORD'S BULKHEAD CONSTRUCTION INCLUDING BUT NOT LIMITED TO, SOFFIT, DUCTWORK, PIPING, LATERAL STRUCTURAL BRIDGING, ROOF DECK ETC. SHALL NOT BE USED TO SUPPORT TENANT'S STOREFRONT. G.C. SHALL DIAGONALLY BRACE STOREFRONT FRAMING TO BUILDING STRUCTURE WITH 362S162-54 METAL STUDS AT 48" O.C. NOTE: IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, G.C. SHALL FURNISH AND INSTALL 5/8" TYPE 'X' FIRECODE DRYWALL TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. SIGN FURNISHED BY SIGN CONSULTANT INSTALLED BY G.C. SEE SHEET 'A.1.800' FOR MORE INFORMATION. KEY NOTES: NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: CONFIRM STRUCTURAL SIZING WITH STRUCTURAL ENGINEER. PROVIDE CALCULATION. 1a SCALE: 1 1/2" = 1' - 0" STOREFRONT SECTIONA A.1.500 MALL INTERIORDISPLAY WINDOW AREA MALL FINISHED FLOOR SALES AREA DOUBLE 1000S162-54 METAL STUD HEADER STOREFRONT ENTRY DOOR (A.1.730) ENTRYSALES AREA TENANT FINISHED FLOORING [FC-1e] SCALE: 1 1/2" = 1' - 0" STOREFRONT SECTIONB A.1.500 8" [2 0 3 ] 3' - 3 1 4" [9 9 7 ] LED LIGHT TO RUN FULL LENGTH OF SLAT HEADER ASSEMBLY. (ACOLYTE-120V STATIC WHITE DIRECT AC RIBBONLYTE, 3000K) CROWN MOLDING W/ PILASTER TRIM [P-4e] (8" x 3/4") 9' - 4 1 8" [2 8 4 6 ] 1/8" [3] THICK ALUMINUM ANGLE TRANSITION STRIP. MALL FINISHED FLOOR TENANT FINISHED FLOOR [FC-5e] 618" [1 5 4 ] 112" [3 8 ] 1'- 9 34" [5 5 1 ] 214" [5 7 ] MALL INTERIOR WOOD TRIM [P-4e] 5/8" TYPE 'X' DRYWALL SOFFIT [P-3e] EXPOSED LIGHT BULB FIXTURE (TYP.) 1'-8" [509] EQ. 4" [102] EQ. 18 GA METAL STRAPPING (TYP) LEASE LINE DOUBLE 1000S162-43 METAL STUD HEADER DOUBLE 1000S162-43 METAL STUD HEADER A.1.501 D A.1.501 C A.1.501 E 11'-0" [3353] A.F.F. 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE. SEE DETAIL E/A.1.510 (SIM) 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE. SEE DETAIL E/A.1.510 (SIM) HIGH DENSITY MDF [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e]HIGH DENSITY MDF [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] 5/8" DRYWALL [P-4e] WOOD TRIM MOULDING [P-4e] 34" [1 9 ] 5/8" [16] DRYWALL [P-3e] 278" [73] 438" [1 1 1 ] 4'- 0 " [1 2 1 9 ] 16 ' - 0 " [4 8 7 7 ] 438" [1 1 1 ] 27 8" [73] 4'- 0 " [1 2 1 9 ] 3 8" [1 0 ] MILLWORK PIER BEYOND 21 4" [57] 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING DECK (TYP) G.C. SHALL PAINT EVERYTHING ABOVE 11'0" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 10'-4" [3150] A.F.F. LED LIGHT TO RUN FULL LENGTH OF SLAT HEADER ASSEMBLY. (ACOLYTE-120V STATIC WHITE DIRECT AC RIBBONLYTE, 3000K)EQ U A L EQ U A L ℄ OF S I G N VARIES 21 4" [57] 1a STOREFRONT SIGN DRYWALL BEHIND SLAT HEADER - PAINT [P-1e] WOOD SLAT HEADER ASSEMBLY (A.1.800) PROVIDED BY TENANT INSTALLED BY GC MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. LEASE LINE MILLWORK PIER BEYOND 16'-0" [4877] A.F.F. [V.I.F.] 5/8" DRYWALL [P-4e] 5/8" DRYWALL [P-4e]5/8" DRYWALL [P-4e] 5/8" DRYWALL [P-4e]5/8" DRYWALL [P-4e] 5/8" DRYWALL [P-4e]5/8" DRYWALL [P-4e] MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 6" [1 5 2 ] 11 ' - 5 1 4" [3 4 8 6 ] 34" [ 1 9 ] 12 ' - 0 " [3 6 5 8 ] 12 ' - 0 " [3 6 5 8 ] 16 ' - 0 " [4 8 7 7 ] DOUBLE 1000S162-54 METAL STUD HEADER [WD-2e] OAK BEAM (I | A.1.710) DOUBLE 1000S162-43 METAL STUD HEADER 11'-0" [3353] A.F.F. 5/8" [16] DRYWALL [P-3e] 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING DECK (TYP) G.C. SHALL PAINT EVERYTHING ABOVE 11'0" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 10'-4" [3150] A.F.F. 4" [102] 414" [1 0 8 ] 3' - 7 3 4" [1 1 1 1 ] 6" [1 5 2 ] 10 ' - 4 " [3 1 5 0 ] 8" [2 0 3 ] 2'-1134" [908] 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] 2'-1134" [908] 3/4'' THK WOOD TRIM PANELING [P-4e] 3/4'' THK WOOD TRIM PANELING [P-4e] TENANT FINISHED FLOORING [FC-1e] HIGH DENSITY MDF [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [MT-9e] 1'-0" [304] 6" [151] 5'-578" [1673] NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. LED LIGHT TO RUN FULL LENGTH OF SLAT HEADER ASSEMBLY. (ACOLYTE-120V STATIC WHITE DIRECT AC RIBBONLYTE, 3000K) 5/8" [16] DRYWALL [P-3e] 5/8" [16] DRYWALL [P-3e] 71 4" [184] DOUBLE 1000S162-43 METAL STUD HEADER BLACK CONTINUOUS 3/4" REGLET BLACK CONTINUOUS 3/4" REGLET 1/8" [3] THICK ALUMINUM ANGLE TRANSITION STRIP. 5'-57 8" [1673] SUSPENDED CEILING SYSTEM [WD-2e] OAK BEAM (I | A.1.710) SUSPENDED CEILING SYSTEM A.1.501 B A.1.501 C 5/8" [16] PLYWOOD SHEATHING [P-1e] (TYP) 5/8" [16] PLYWOOD SHEATHING [P-1e] (TYP) 4/ 1 1 / 2 0 2 5 3 : 3 2 : 0 9 P M A.1.500 ST O R E F R O N T S E C T I O N S AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 VARIES 1'-0" [305] 1'-0" [304] 6" [151] GRAPHIC TRACK, SEE DETAIL E.0.400 (TYP) SURFACE MOUNTED LIGHT TRACK FIXTURE, FURN. BY TENANT INST. BY E.C. 1'-0" [305] 634" [1 7 1 ] 11 ' - 4 12" [3 4 6 7 ] 8" [2 0 3 ] 10 ' - 4 " [3 1 5 0 ] 8" [2 0 3 ] 3'- 3 14" [9 9 7 ] DRYWALL BEHIND SLAT HEADER - PAINT [P-1e] LED LIGHT TO RUN FULL LENGTH OF SLAT HEADER ASSEMBLY. (ACOLYTE-120V STATIC WHITE DIRECT AC RIBBONLYTE, 3000K) WOOD SLAT HEADER ASSEMBLY (A.1.800) PROVIDED BY TENANT INSTALLED BY GC MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 16'-0" [4877] A.F.F. [V.I.F.] 34" [1 9 ] 34" [ 1 9 ] CROWN MOLDING W/ PILASTER TRIM [P-4e] (8" x 3/4") WOOD TRIM [P-4e] 1/2" [13] TEMPERED PLATE GLASS 618" [156] SCALE: 1 1/2" = 1' - 0" STOREFRONT SECTIONA A.1.501 MALL INTERIORDISPLAY WINDOW AREA MALL FINISHED FLOOR SALES AREA DOUBLE 800S162-33 METAL STUD HEADER TENANT FINISHED FLOORING [FC-1e] 18 GA METAL STRAPPING (TYP) LEASE LINE DOUBLE 600S162-33 METAL STUD HEADER DOUBLE 600S162-33 METAL STUD HEADER A.1.501 C A.1.501 B 11'-0" [3353] A.F.F. 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE. SEE DETAIL E/A.1.510 (SIM) BASE BELOW [B-2e] [P-3e] TYP. (B/A.1.710) 5/8" [16] DRYWALL [P-3e] 27 8" [73] 438" [1 1 1 ] 4' - 0 " [1 2 1 9 ] 16 ' - 0 " [4 8 7 7 ] MILLWORK PIER BEYOND 214" [57] 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING DECK (TYP) G.C. SHALL PAINT EVERYTHING ABOVE 11'0" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 10'-4" [3150] A.F.F. LED LIGHT TO RUN FULL LENGTH OF SLAT HEADER ASSEMBLY. (ACOLYTE-120V STATIC WHITE DIRECT AC RIBBONLYTE, 3000K) 5/8" DRYWALL [P-3e] 12 ' - 0 " [3 6 5 8 ] POLYCARB' WALL DISPLAY FIXTURE (A.1761) 5/8" [16] DRYWALL [P-3e] BLACK CONTINUOUS 34" REGLET [WD-2e] OAK BEAM (I | A.1.710) SUSPENDED CEILING SYSTEM 5/8" [16] PLYWOOD SHEATHING [P-1e] (TYP) NOTE: LANDLORD'S BULKHEAD CONSTRUCTION INCLUDING BUT NOT LIMITED TO, SOFFIT, DUCTWORK, PIPING, LATERAL STRUCTURAL BRIDGING, ROOF DECK ETC. SHALL NOT BE USED TO SUPPORT TENANT'S STOREFRONT. G.C. SHALL DIAGONALLY BRACE STOREFRONT FRAMING TO BUILDING STRUCTURE WITH 362S162-54 METAL STUDS AT 48" O.C. NOTE: IF REQUIRED BY LANDLORD OR BUILDING DEPARTMENT, G.C. SHALL FURNISH AND INSTALL 5/8" TYPE 'X' FIRECODE DRYWALL TO STRUCTURE ABOVE AND FIRE SEAL FOR A ONE HOUR RATING. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: CONFIRM STRUCTURAL SIZING WITH STRUCTURAL ENGINEER. PROVIDE CALCULATION. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 234" [ 7 0 ] 58" [ 1 6 ] 414" [ 1 0 8 ] 3 4" [ 1 9 ] 211 16" [68]31 8" [79] 1 2" [13] 618" [ 1 5 6 ] 714" [184] 112" [38]112" [38] 12" [13] 3 4" [ 1 9 ] 418" [ 1 0 5 ] 15 16 " [ 2 4 ] STOREFRONT GLASS 1/2" THICK WOOD SILL [P-4e] WOOD SLAT HEADER ASSEMBLY (A.1.800) CROWN MOLDING W/ PILASTER TRIM [P-4e] 2 12" STUD WITH 58" DRYWALL WOOD CLADDING PER MILLWORKER, [P-4e] WOOD BLOCKING [P-4e] STOREFRONT GLASS 14" THICK SCALE: 3" = 1' - 0" STOREFRONT SECTIONC A.1.501 SCALE: 3" = 1' - 0" STOREFRONT SECTIOND A.1.501 SCALE: 3" = 1' - 0" STOREFRONT SECTIONE A.1.501 [P-4e] CORNER [P-1e] 5/8" DRYWALL LED LIGHTING BLACK 3/4" REVEAL DOOR JAMB [P-4e] 1" [ 2 5 ] 112" [38]112" [38] WOOD BLOCKING [P-4e] STOREFRONT GLASS 12" THICK WOOD SILL [P-4e] HIGH DENSITY MDF [P-4e] WITH FRONT FACE TO BE CLADDED IN CHEMETAL SHEET [P-13e] 6" [ 1 5 2 ] 21 2" [64]31 8" [79] 12" [13] 3 4" [ 1 9 ] SCALE: 3" = 1' - 0" STOREFRONT SECTIONB A.1.501 1" [ 2 5 ] 112" [38]11 2" [38] WOOD BLOCKING [P-4e] 4/ 1 1 / 2 0 2 5 3 : 3 2 : 1 0 P M A.1.501 ST O R E F R O N T S E C T I O N S AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] DIAGONAL BRACE DETAILD A.1.510 DIAGONAL BRACE, LOCATE BRACE @ 20'-0" [6096] O.C. 2 DIAGONALS, AS SHOWN, MIN. PER LENGTH OF WALL (2) #8 SCREWS (TYP) SCALE: 1'-0" = 1'-0" [1:1] TYPICAL HEADER DETAILA A.1.510 #8 SCREWS @ 12" [305] O.C. EACH SIDE 362T125-43 METAL TRACK (TYP) DOUBLE METAL JOIST HEADER, COORDINATE WITH A.2.500 FOR SIZE SCALE: 3" = 1'-0" [1:4] HEADER/POST DETAILB A.1.510 (4) #8 SCREWS LOCATE DIAGONAL STUD BRACE AT EACH HEADER/ POST INTERSECTION (C/A.1.510) 3" [76] X 3" [76] X 2 1/2" [64] LONG CLIP ANGLE (1) 3/8" [10]Ø HILTI KWIK BOLT TZ IN EXISTING CONCRETE FLOOR W/ MIN. 2 1/2" [64] EMBED, 2 SIDES DOUBLE METAL JOIST HEADER, COPE FLANGES @ STUD POST (6) #8 SCREWS EACH SIDE DOUBLE 362S162-54 16 GA. METAL STUD POST (B/A.2.400) DOUBLE 362S162-54 16 GA. METAL STUD POST PLAN VIEW SECTION 358" [92] SCALE: 3" = 1'-0" [1:4] STOREFRONT FRAMING SECTION DETAILE A.1.510 EXISTING STRUCTURE ABOVE 362S162-33 METAL STUD FRAMING @16"[406] O.C. TYP. 362S162-33 METAL STUD FRAMING W/ TOP & BTM FLANGES COPED AND WEB MEMBER BENT 90° @16"[406] O.C. TYP. 362S150-33 METAL TRACK, TOP & BTM OF METAL STUD FRAMING (2)#10 x 2.5" TEK SCREWS EA SIDE OF STUD ((4)TOTAL) @ EA STUD (TOP & BTM OF METAL STUD FRAMING) (3)#10 x 2.5" TEK SCREWS TO EACH ADJACENT STUD (2)#10 x 2.5" TEK SCREWS @ EA STUD (TOP & BTM OF METAL STUD FRAMING) SCALE: 3" = 1'-0" [1:4] HEADER BRACE DETAILC A.1.510 METAL STUDS 1 MIN / 1 1/2 MAX 1 DOUBLE METAL JOIST HEADER (A/A.1.510) COPE FLANGES AND BEND WEB TO HEADER W/3 #8 SCREWS, MIN. HEAD Ø 5/16" [8] P1843 ADJUSTABLE BRACE W/ 1/2" [13] BOLT & WASHER 362S162-33 METAL STUD BRACE @ 4'-0" [1219] O.C. MAX. (UNLESS NOTED OTHERWISE) (12'-0" [3658] MAX. LENGTH) VERIFY SIZE AND LOCATION OF EXIST. STRUCTURE AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 4/ 1 1 / 2 0 2 5 3 : 3 2 : 1 1 P M A.1.510 ST O R E F R O N T D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 LM - 3 . 2 _ A LM - 3 . 2 _ B LM-2_2 LM-7_X 48"48" LM-7_X 48"48" LM-2_2 LM-4_C LM-2_2 LM-1_M 48"48" L-11_X LM-1_M 48"48" L-11_X LM-5_C MP O S U N I T L-1 1 LM - 8 _ 2 RE T U R N L-1 0 _ A TR A S H L-1 0 _ B RE T U R N L-1 0 _ A L-1 2 . 1 L-1 2 . 2 L-1 2 . 2 A-M I R R O R - 3 6 I N E-M I R R O R - 3 6 I N 48" LM-5_C 48" LM - 3 . 3 _ B LM - 3 . 3 _ A LM - 3 . 3 _ A LM - 3 . 3 _ B LM-2_2LM-4_C LM - 2 2 . 2 L-1 4 . 1 - 4 1 " W L-5 _ C L-5_A 48" 48" 48"48"48"48" 48 " 9'- 1 1 " [ 3 0 2 3 ] OPEN OPEN 11'-0" [3353] A.F.F. DRYWALL [P-3e] BASE [B-2e][P-3e] DRYWALL [P-1e] BASE [B-1e] [P-1e] DRYWALL [P-3e] BASE [B-2e][P-3e] DRYWALL [P-1e] BASE [B-1e] [P-1e] 11'-0" [3353] A.F.F. STUDWALL DISPLAY FIXTURE (A.1.763) PREFAB POST (A.1.710) CLOSET FIXTURE (TYP.) (A.1.768) [We2] EXPOSED BULB (E.0.400) PREFAB 'SKATE RAMP' SLAT ASSEMBLY FURN. BY TENANT INSTALLED BY G.C. (A.1.780, A.1.781, A.1.782) CRATE FIXTURE (A.1.764) CRATE FIXTURE (A.1.764) FRAMING WALL DISPLAY FIXTURE (A.1.762) 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) 11'-0" [3353] A.F.F. DRYWALL [P-1e] BASE [B-1e] [P-1e] DRYWALL [P-1e] BASE [B-1e] [P-1e] DRYWALL [P-3e] BASE [B-2e][P-3e] DRYWALL [P-3e] BASE [B-2e][P-3e 11'-0" [3353] A.F.F. CRATE FIXTURE (A.1.764) FRAMING WALL DISPLAY FIXTURE (A.1.762) 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) CRATE FIXTURE (A.1.764) PREFAB 'SKATE RAMP' SLAT ASSEMBLY FURN. BY TENANT INSTALLED BY G.C. (A.1.780, A.1.781, A.1.782) CLOSET FIXTURE (TYP.) (A.1.768) 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) FINISHED FLOOR STUDWALL DISPLAY FIXTURE (A.1.763) EQEQ PASS THROUGH SIGN1e [We2] EXPOSED BULB (E.0.400) A A.1.501 A A.1.500 [WD-2e] TOP TRIM, 8" H x 6.25" D 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) FINISHED FLOOR SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESA1 A.1.600 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) LEASE LINE DEMISING WALL [WD-2e] TOP TRIM, 8" H x 6.25" D LEASE LINE DEMISING WALL BASE (A.710)BASE (A.710) [WD-2e] TOP TRIM, 8" H x 6.25" D LEASE LINE DEMISING WALL FINISHED FLOOR 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.) 9'- 1 1 " [ 3 0 2 3 ] [WD-2e] TOP TRIM, 8" H x 6.25" D LEASE LINE DEMISING WALL SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FIXTUREA2 A.1.600 SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESB1 A.1.600 SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FIXTUREB2 A.1.600 3e 3e 3e 3e 3e 3e 3e EQEQ DRYWALL [P-3e] BASE [B-2e][P-3e] 8" x 6 1/4" WOOD TRIM (I/1.1.710) (TYP.)SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM PREFAB. WHITE OAK POST (A.1.710) PREFAB. WHITE OAK POST (A.1.710)12'-0" [3658] A.F.F. 12'-0" [3658] A.F.F. 12'-0" [3658] A.F.F. 12'-0" [3658] A.F.F. PREFAB. WHITE OAK POST (A.1.710) PREFAB. WHITE OAK POST (A.1.710) CONCEALED WALL STANDARD WITH SMOOTH MDF PRIMED WHITE PANELS - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL 'A.1.710' AND 'A.0.100' FOR SIZE AND LOCATION. SALES/FITTING ROOM CEILING - SHALL BE 5/8" TYPE 'X' DRYWALL [P-2e] OVER DRYWALL SUSPENSION SYSTEM AS MANUFACTURED BY USG INTERIORS, INC. OR APPROVED EQUAL - SEE DETAIL A/A.0.205. DRYWALL CEILING TO BE CONTINUOUS FROM STOREFRONT BULKHEAD TO SALES/STOCK PARTITION. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED TO INSTALL PREFAB. CEILING BEAMS. G.C. SHALL FURNISH AND INSTALL ACCESS PANELS [P-3e] FOR ABOVE CEILING MAINTENANCE. SEE REFLECTED CEILING PLAN FOR LOCATIONS. FURNISH AND INSTALL ADDITIONAL ACCESS PANELS AS REQUIRED FOR ANY ADDITIONAL ABOVE CEILING MAINTENANCE POINTS THAT MAY BE EXISTING (G.C. TO VERIFY IN THE FIELD). PRIOR TO INSTALLATION OF ADDITIONAL ACCESS PANELS COORDINATE LOCATIONS WITH TENANT REPRESENTATIVE. 3e 1e NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING KEY NOTES: . NOTE: ALL SURFACES TO BE FINISHED PER BELOW UNLESS OTHERWISE CALLED OUT ELEVATIONS/PLANS [P-1e] - MILLWORK [P-2e] - DRYWALL [P-3e] - DRYWALL CEILING 4/ 1 1 / 2 0 2 5 3 : 3 2 : 2 5 P M AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.1.600 IN T E R I O R E L E V A T I O N S NOT TO SCALE ELEVATION KEY B1/B2 A.1.600 A1/A2 A.1.600 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 48"48"48"48"48"48"48"48"48" LM - 3 . 2 _ A LM - 3 . 2 _ B LM-2_2 LM-7_X 48"48" LM-7_X 48"48" LM-2_2 LM-4_C LM-2_2 LM-1_M 48"48" L-11_X LM-1_M 48"48" L-11_X LM-5_C MP O S U N I T L-1 1 LM - 8 _ 2 RE T U R N L-1 0 _ A TR A S H L-1 0 _ B RE T U R N L-1 0 _ A L-1 2 . 1 L-1 2 . 2 L-1 2 . 2 A-M I R R O R - 3 6 I N E-M I R R O R - 3 6 I N 48" LM-5_C 48" LM - 3 . 3 _ B LM - 3 . 3 _ A LM - 3 . 3 _ A LM - 3 . 3 _ B LM-2_2LM-4_C 48"48"48" L-20.1 5'W B U T T O N L O G O L-2 _ A L-2 _ B L-2 _ A L-2 _ B LM-23 LM - 2 2 . 2 LM - 2 2 . 2 L-1 4 . 1 - 4 1 " W L-5 _ C L-5_A 48" 48" 48"48"48"48" LM - 1 9 . 2 LM - 2 0 . 1 48 " L-1_A LM - 2 0 . 1 LM-19.2L-1_A LM - 2 0 . 1 LM-19.2L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2L-1_A LM - 2 0 . 1 LM-19.2 60"60" T1 T3 T1 T2 T1 T2 T1 T2 T1 T2 T1 T2 11'-0" [3353] A.F.F. 11'-0" [3353] A.F.F. NEW FITTING ROOM SIGN FURNISHED BY SIGN CONSULTANT INSTALLED BY G.C. EQ EQ DRYWALL [P-3e] BASE [B-2e][P-3e] 11'-0" [3353] A.F.F. DRYWALL [P-1e] BASE [B-1e] [P-1e]BASE [B-1e] [P-1e]FINISHED FLOOR OPEN 11'-0" [3353] A.F.F. FINISHED FLOOR OPEN POLYCARB WALL DISPLAY FIXTURE (A.1.761) BASE (A.710)POLYCARB WALL DISPLAY FIXTURE (A.1.761) BASE (A.710) [WD-2e] TOP TRIM, 8" H x 6.25" D LEASE LINE DEMISING WALL LEASE LINE DEMISING WALL LEASE LINE DEMISING WALL [WD-2e] TOP TRIM, 8" H x 6.25" D LEASE LINE DEMISING WALL 'A' ANYONE MIRROR (B/F.1.400) 'E' EVERYONE MIRROR (B/F.1.400) VIDEO MONITOR WALL MOUNTED (F.1.500) SKATEBOARD BACKWRAP WALL (A.1.770) CASH & WRAP FURN. BY TENANT, INST. BY G.C (F.1.800) [We2] EXPOSED BULB (E.0.400) [We2] EXPOSED BULB (E.0.400) FINISHED FLOOR NEW FITTING ROOM SIGN FURNISHED BY SIGN CONSULTANT INSTALLED BY G.C. 1e 9' - 4 5 16 " [2 8 5 3 ] 9' - 1 1 " [3 0 2 2 ] 9' - 1 1 " [3 0 2 2 ] [WD-2e] TOP TRIM, 8" H x 6.25" D LEASE LINE DEMISING WALL LEASE LINE DEMISING WALL [WD-2e] TOP TRIM, 8" H x 6.25" D 8" x 8" WOOD TRIM (I/1.1.710) (TYP.) LEASE LINE DEMISING WALL SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESA1 A.1.601 SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FIXTUREA2 A.1.601 SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESB1 A.1.601 SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FIXTUREB2 A.1.601 8" x 6 1/2" WOOD TRIM (I/1.1.710) (TYP.) 3e SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM CASING P-1e SEE 15e ON DOOR SHEET A.1.731 DOOR+TRIM P-3e 8" x 8" WOOD TRIM (I/1.1.710) (TYP.) 8" x 8" WOOD TRIM (I/1.1.710) (TYP.) DRYWALL [P-1e] OPEN OPEN PREFAB. WHITE OAK POST (A.1.710) PREFAB. WHITE OAK POST (A.1.710) SUSPENDED CEILING SYSTEM 8" x 8" WOOD TRIM (I/1.1.710) (TYP.) PREFAB. WHITE OAK POST (A.1.710) PREFAB. WHITE OAK POST (A.1.710) CONCEALED WALL STANDARD WITH SMOOTH MDF PRIMED WHITE PANELS - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL 'A.1.710' AND 'A.0.100' FOR SIZE AND LOCATION. SALES/FITTING ROOM CEILING - SHALL BE 5/8" TYPE 'X' DRYWALL [P-2e] OVER DRYWALL SUSPENSION SYSTEM AS MANUFACTURED BY USG INTERIORS, INC. OR APPROVED EQUAL - SEE DETAIL A/A.0.205. DRYWALL CEILING TO BE CONTINUOUS FROM STOREFRONT BULKHEAD TO SALES/STOCK PARTITION. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED TO INSTALL PREFAB. CEILING BEAMS. G.C. SHALL FURNISH AND INSTALL ACCESS PANELS [P-3e] FOR ABOVE CEILING MAINTENANCE. SEE REFLECTED CEILING PLAN FOR LOCATIONS. FURNISH AND INSTALL ADDITIONAL ACCESS PANELS AS REQUIRED FOR ANY ADDITIONAL ABOVE CEILING MAINTENANCE POINTS THAT MAY BE EXISTING (G.C. TO VERIFY IN THE FIELD). PRIOR TO INSTALLATION OF ADDITIONAL ACCESS PANELS COORDINATE LOCATIONS WITH TENANT REPRESENTATIVE. 3e 1e NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING KEY NOTES: . NOTE: ALL SURFACES TO BE FINISHED PER BELOW UNLESS OTHERWISE CALLED OUT ELEVATIONS/PLANS [P-1e] - MILLWORK [P-2e] - DRYWALL [P-3e] - DRYWALL CEILING 4/ 1 1 / 2 0 2 5 3 : 3 2 : 3 0 P M AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.1.601 IN T E R I O R E L E V A T I O N S B1/B2 A.1.601A1/A2 A.1.601 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 CONCEALED WALL STANDARD WITH SMOOTH MDF PRIMED WHITE PANELS - INTEGRATED METAL STUD WITH SLOTTED STANDARD FURNISHED BY TENANT AND INSTALLED BY G.C. SEE DETAIL 'A.1.710' AND 'A.0.100' FOR SIZE AND LOCATION. SALES/FITTING ROOM CEILING - SHALL BE 5/8" TYPE 'X' DRYWALL [P-2e] OVER DRYWALL SUSPENSION SYSTEM AS MANUFACTURED BY USG INTERIORS, INC. OR APPROVED EQUAL - SEE DETAIL A/A.0.205. DRYWALL CEILING TO BE CONTINUOUS FROM STOREFRONT BULKHEAD TO SALES/STOCK PARTITION. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED TO INSTALL PREFAB. CEILING BEAMS. G.C. SHALL FURNISH AND INSTALL ACCESS PANELS [P-3e] FOR ABOVE CEILING MAINTENANCE. SEE REFLECTED CEILING PLAN FOR LOCATIONS. FURNISH AND INSTALL ADDITIONAL ACCESS PANELS AS REQUIRED FOR ANY ADDITIONAL ABOVE CEILING MAINTENANCE POINTS THAT MAY BE EXISTING (G.C. TO VERIFY IN THE FIELD). PRIOR TO INSTALLATION OF ADDITIONAL ACCESS PANELS COORDINATE LOCATIONS WITH TENANT REPRESENTATIVE. 3e 1e NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING KEY NOTES: . NOTE: ALL SURFACES TO BE FINISHED PER BELOW UNLESS OTHERWISE CALLED OUT ELEVATIONS/PLANS [P-1e] - MILLWORK [P-2e] - DRYWALL [P-3e] - DRYWALL CEILING L-20.1 5'W B U T T O N L O G O L- 2 _ A L- 2 _ B L- 2 _ A L- 2 _ B LM-23 LM - 2 2 . 2 LM - 2 2 . 2 L- 1 4 . 1 - 4 1 " W LM - 1 9 . 2 LM - 2 0 . 1 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 60"60" T1 T3 T1 T2 T1 T2 T1 T2 T1 T2 T1 T2 SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESA1 A.1.602 8'-6" [2591] A.F.F. TOILET ROOM / FITTING ROOM PARTITION LEASE LINE 8'-6" [2591] A.F.F. TOILET ROOM / FITTING ROOM PARTITION LEASE LINE DRYWALL [P-5e] BASE [B-2e][P-5E] SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESB1 A.1.602 SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FIXTURESB2 A.1.602 [P-5e] SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) [B-2e] [P-5e] (TYP)FINISHED FLOOR GO-BACK FIXTURE (A.1.775) 8'-6" [2591] A.F.F. TOILET ROOM / FITTING ROOM PARTITION LEASE LINE SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) 8'-6" [2591] A.F.F. TOILET ROOM / FITTING ROOM PARTITION LEASE LINE SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) DRYWALL [P-5e] BASE [B-2e][P-5E] SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESC1 A.1.602 DENIM GUIDE (TYP.) (J/F.1.400) SINGLE BULB SCONCE W/ EXPOSED CONDUIT (E.0.400) FINISHED FLOOR FINISHED FLOOR[B-2e] [P-5e] (TYP) FITTING ROOM (A.1.720) SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FIXTURESC2 A.1.602 8'-6" [2591] A.F.F. STOCKROOM / FITTING ROOM PARTITION LEASE LINE SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) BASE [B-2e][P-5E] FINISHED FLOOR DRYWALL [P-5e] SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESD1 A.1.602 8'-6" [2591] A.F.F. STOCK ROOM / FITTING ROOM PARTITION LEASE LINE SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) FINISHED FLOOR SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FIXTURESD2 A.1.602 EGRESS PASSAGE / FITTING ROOM PARTITION LEASE LINE EGRESS PASSAGE / FITTING ROOM PARTITION LEASE LINE [B-2e] [P-5e] (TYP) BUTTON LOGO (H/A.1.800) SINGLE BULB SCONCE W/ EXPOSED CONDUIT (E.0.400) 8'-6" [2591] A.F.F. SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) ACCESSIBLE FITTING ROOM (A.1.721) AE FITTING ROOM / BREAK ROOM PARTITION LEASE LINE [B-2e] [P-5e] (TYP)FINISHED FLOOR LEASE LINE AE FITTING ROOM / SALES AREA PARTITION SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FIXTURESA2 A.1.602 STEP IN PARTITION [P-5e] ACRYLIC NAME PLATE (TYP) CALL BUTTON (TYP) POLYCARB TRANSOM PANEL (F/A.1.720) 4' - 7 " [1 3 9 7 ] EQEQ 8' - 6 " [2 5 9 1 ] 5'-6" [1676] LEASE LINE [P-5e] DRYWALL [P-5e] BASE [B-2e][P-5E] SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESE1 A.1.602 LEASE LINE [P-5e] SCALE: 1/4" = 1'-0" [1:50] INTERIOR ELEVATION - FINISHESE2 A.1.602 4'- 0 " [ 1 2 1 9 ] TO B . O . B R A I L L E 9" [229] ADA SIGNAGE, SEE A.0.171 FOR DETAILS 11'-0" [3302] A.F.F. 11'-0" [3302] A.F.F. 11'-0" [3302] A.F.F.11'-0" [3302] A.F.F. 11'-0" [3302] A.F.F. 11'-0" [3302] A.F.F.11'-0" [3302] A.F.F. 11'-0" [3302] A.F.F. 11'-0" [3302] A.F.F. SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) 8'-6" [2591] A.F.F. 8'-6" [2591] A.F.F. CALL BUTTON (TYP) CALL BUTTON (TYP) OPEN OPEN 7'- 1 1 " [2 4 1 4 ] 8'-6" [2591] A.F.F. 11'-0" [3302] A.F.F. SUSPENDED CEILING SYSTEM G.C. SHALL PAINT EVERYTHING ABOVE 8'-6" [P-1e] (DO NOT PAINT EQUIPMENT TAGS) AE FITTING ROOM / BREAK ROOM PARTITION LEASE LINE LEASE LINE [P-5e] BASE [B-2e][P-5E] 6 2 3 41 5 2 3 41 5 DRYWALL [P-5e] AE / AERIE FITTING ROOM PARTITION WALL AE / AERIE FITTING ROOM PARTITION WALL FITTING ROOM NUMBERING APPLIED TO POLYCARB OPAL TRANSOM, TYP. (A.1.800) FITTING ROOM NUMBERING APPLIED TO POLYCARB OPAL TRANSOM, TYP. (A.1.800) 6 4/ 1 1 / 2 0 2 5 3 : 3 2 : 3 5 P M AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.1.602 IN T E R I O R E L E V A T I O N S NOT TO SCALE ELEVATION KEY A1/A2 A.1.602 B1/B2 A.1.602 C1/C2 A.1.602 D1/D2 A.1.602 E1/E2 A.1.602 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 3/4" X 3" WOOD TRIM, WD-2e 11'-0" [3353] A.F.F. 8" [2 0 3 ] 3 4" [19] WALL TRIM 'W3' BASE TRIMB A.1.700 SCALE 3" = 1'-0" [1:4] BASE TRIM 'B1e' [B-1e] [P-1e] - PRE-PRIMED WHITE 412" [ 1 1 4 ] 34" [19] BASE TRIM 'B2e' [B-1e] [P-3e] - PRE-PRIMED BLUE BY MILLWORKER 412" [ 1 1 4 ] 3 4" [19] BASE TRIM 'B3e' [B-1e] [P-5e] - PRE-PRIMED BLUE BY MILLWORKER 412" [ 1 1 4 ] 3 4" [19] NOTE: BASE ON P-1e WALLS = [P-1e] BASE BASE ON P-3e DARK BLUE WALLS = [B-2e, P-3e] BASE BASE ON P-5e MEDIUM BLUE WALLS = [B-2e, P-5e] BASE BASE TRIM 'B4e' [P-3e] - PRE-PRIMED BLUE BY MILLWORKER 6" [ 1 5 2 ] 34" [19] SCALE: 3" = 1' - 0" HORIZONTAL OAK BEAM 8" [ 2 0 3 ] POLYCARB WALL, LM-3 SUPPLIED BY MILLWORK 8" [203] [WD-2e] HORIZONTAL BEAM PROVIDED BY MILLWORKER 11'-0" [3353] A.F.F. 10'-4" [3353] A.F.F. Q A.1.710 SLOTTED INSERT L OF STANDARD D A.1.700 CONCEALED SLOTTED STANDARD DETAIL NOTE: G.C. SHALL INSURE THAT SLOTTED INSERTS ARE PLUMB AND LEVEL WITH ADJACENT INSERTS PRIOR TO FASTENING METAL INSERT ADAPTOR FASTENED TO METAL STUDS EVERY 24" [610] O.C. (MIN.) C SCALE 3" = 1'-0" [1:4] 11 4" [32] MIN WALL MATERIAL & FINISH VARIES. SEE ARCH. DRAWINGS VA R I E S NOTE - FOR DRYWALL MATERIAL: G.C. SHALL FURN. & INST. "TRIM-TEX" BRAND "TEAR AWAY L BEADS" #9012 ADJACENT TO WALL STANDARDS (TYP) [MT-1e] E A.1.700 SCALE 3" = 1'-0" [1:4] SLOTTED INSERT 358" [ 9 2 ] 11 4" [32] MIN METAL INSERT ADAPTOR FASTENED TO METAL STUDS EVERY 24" [610] O.C. (MIN.) L OF STANDARDL OF STANDARDCC WALL MATERIAL & FINISH VARIES. SEE ARCH. DRAWINGS NOTE: G.C. SHALL INSURE THAT SLOTTED INSERTS ARE PLUMB AND LEVEL WITH ADJACENT INSERTS PRIOR TO FASTENING NOTE - FOR DRYWALL MATERIAL: G.C. SHALL FURN. & INST. "TRIM-TEX" BRAND "TEAR AWAY L BEADS" #9012 ADJACENT TO WALL STANDARDS (TYP) [MT-1e] DUAL CONCEALED SLOTTED STANDARD DETAIL 8" [ 2 0 3 ] 61 4" [159] 3/4" CHARACTER GRADE WHITE OAK MITERFOLD BEAM (4)1 1/2" x 3 1/2" BLOCKING 11'-0" [3353] A.F.F. TOP TRIM DETAILI A.1.710 SCALE 3" = 1'-0" [1:4] 8" [ 2 0 3 ] 61 4" [159] WD-2e OAK TRIM APPLIED TO MILLWORK 11'-0" [3353] A.F.F. TOP TRIM DETAILJ A.1.710 SCALE 3" = 1'-0" [1:4] MILLWORK WALL 112" [ 3 8 ] BEAM DETAILL A.1.710 SCALE 3" = 1'-0" [1:4] 8" [ 2 0 3 ] 8" [203] 11'-0" [3353] A.F.F. 3/4" CHARACTER GRADE WHITE OAK MITERFOLD BEAM (4)1 1/2" x 3 1/2" BLOCKING OAK POST DETAIL - PLAN VIEW AT SKATEBOARD RAMPN A.1.710 SCALE 3" = 1'-0" [1:4] 8" [ 2 0 3 ] 8" [203] 58" DRYWALL [P-3e] BASE BELOW [P-3e] SKATEBOARD RAMP SIDE 478" [ 1 2 4 ] 58" DRYWALL [P-3e] BASE BELOW [P-3e] A.1.710 4/ 1 1 / 2 0 2 5 3 : 3 2 : 3 8 P M TR I M & M I S C E L L A N E O U S D E T A I L S NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONA A.1.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONB A.1.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONC A.1.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIOND A.1.720 6'- 1 0 " [2 0 8 3 ] 3'-014" [921] EQ 3'-0" [915] EQ 6'- 1 0 12" [2 0 9 6 ] EQUAL 3'- 4 " [ 1 0 1 6 ] 3'- 4 " [1 0 1 6 ] EQUAL 8" [2 0 3 ] 712" [1 9 0 ] 4" [102] 2'-0" [610] 4'- 0 " [1 2 1 9 ] 7' - 6 " [2 2 8 6 ] 4" [102] 8'-6" [2591] A.F.F. DRYWALL [P-1e] (TYP) 1" INSIDE DIAMETER GALVANIZED PIPE WITH GALVANIZED FITTINGS BENCH FURNISHED BY TENANT, INST. BY G.C. PREFAB PLYWOOD PEGBOARD PANEL [WD-2e] MOUNTED ON Z CHANNEL (F.1.401) DRYWALL [P-5e] (TYP) BACK-LIT MIRROR, FURN BY TENANT, INST. BY G.C. (F.1.401) PREFAB. FITTING ROOM PANEL (TYP) CALL BUTTON PREFAB. FITTING ROOM PANEL (TYP) DRYWALL [P-1e] (TYP) SUSPENDED CEILING DRYWALL [P-5e] (TYP) BASE [B-2e, P-5e] (TYP) 11'-0" [3356] A.F.F. OPEN DRYWALL [P-1e] (TYP) BACK-LIT MIRROR, FURN BY TENANT, INST. BY G.C. (F.1.401) DRYWALL [P-5e] (TYP) 8'-6" [2591] A.F.F. 11'-0" [3356] A.F.F. 8'-6" [2591] A.F.F. 11'-0" [3356] A.F.F. CRS FITTING ROOM DRAPERY HOOK FURN BY TENANT INST. BY G.C. (TYP) OPEN SUSPENDED CEILINGSUSPENDED CEILING PREFAB PLYWOOD PEGBOARD PANEL [WD-2e] MOUNTED ON Z CHANNEL (F.1.400) DRYWALL [P-5e] (TYP) DENIM FABRIC DRAPERY, FURN. BY OTHERS, INST. BY NSO (L/A.0.221) DENIM FABRIC DRAPERY, FURN. BY OTHERS, INST. BY NSO (L/A.0.221) 1" INSIDE DIAMETER GALVANIZED PIPE WITH GALVANIZED FITTINGS PREFAB. FITTING ROOM PANEL (TYP) BASE [B-2e, P-5e] (TYP) SUSPENDED CEILING OPEN OP E N OP E N POLYCARB TRANSOM PANEL 1" [25] CAP TRIM (TYP)1" [25] CAP TRIM (TYP)1" X 14" TRIM (TYP) POLYCARB TRANSOM PANEL (F/A.1.720) POLYCARB TRANSOM PANEL (F/A.1.720) OCCUPANCY SENSOR ℄ ℄ ℄ 8'-6" [2591] A.F.F. 11'-0" [3356] A.F.F. SCALE: 3" = 1'-0" [1:4] PASSAGE SIDE CALL BUTTON/NAME PLATEAA A.1.720 278" [73] 312" [89] 458" [117] FITTING ROOM CALL BUTTON ON PASSAGE SIDE L OF CALL BUTTON & KNOBC ACRYLIC NAME PLATE WOOD TRIM (A.1.710) (TYP) 5'-6" [1676] A.F.F. NOTE: LOCATE HOOK PER DETAIL WHENEVER POSSIBLE. IF FACED WITH AN ODD CONDITION, CONTACT TENANT FIELD REP FOR DIRECTION. 112" [3 8 ] SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM PLANE A.1.720 C A.1.720 B A.1.720 D A.1.720 A A.1.720 6" [152] 3'-0" [915] EQ U A L 3'- 6 1 2" [ 1 0 8 0 ] EQ U A L 4'-0" [1219] 2'-8" [813] 4" [102] SE E A . 0 . 1 4 0 F O R L A Y O U T 2'- 0 " [ 6 1 0 ] BENCH FURN. BY TENANT, PLACED BY G.C. PREFAB PLYWOOD PEGBOARD PANEL [WD-2e] MOUNTED ON Z CHANNEL (F.1.400) DRYWALL [P-5e] (TYP) 1" INSIDE DIAMETER GALVANIZED PIPE WITH GALVANIZED FITTINGS ABOVE DENIM FABRIC DRAPERY, FURN. BY OTHERS, INST. BY NSO (L/A.0.221) PREFAB. FITTING ROOM OPENING PANEL (18" OR 24" - REFER TO A.0.140 FOR LAYOUT) MIRROR, FURNISHED BY TENANT, INST. BY G.C. (B/F.1.400) CRS FITTING ROOM DRAPERY HOOK FURN BY TENANT INST. BY G.C. (TYP)2 1/2" METAL STUD CALL OUT BUTTON PREFAB PLYWOOD PANEL MOUNTED TO DRYWALL PARTITION PAINTED [P-5e] ℄ OCCUPANCY SENSOR + CALL BUTTON 6" [152] 312" [ 8 9 ] " 312" [89]" 2'-33 4" [705]" 8'- 9 14" [ 2 6 7 3 ] " 312" [ 8 9 ] " PRE-ASSEMBLE ALL EXTERIOR COMPONENTS. 1'- 0 12" [ 3 1 8 ] " 8'- 6 14" [ 2 5 9 7 ] " [WD-1e] [AC-2] PANEL SEND LEGS 3" LONGER TO SCRIBE IN FIELD SEND 3" LONGER TO SCRIBE IN FIELD SEND LEGS 3" LONGER TO SCRIBE IN FIELD. B B C C E E 8'- 9 14" [ 2 6 7 3 ] 8' - 5 34" [ 2 5 8 4 ] 312" [89]" SCALE: 1" = 1'-0" [1:12] FRONT ELEVATIONF A.1.720 SCALE: 1" = 1'-0" [1:12] SECTION B-BG A.1.720 SCALE: 1" = 1'-0" [1:12] JAMB LEG ELEVATIONH A.1.720 M A.1.720 31 2" [89]" 2'-33 4" [705]" 31 2" [89]" 34" [ 1 9 ] " 1" [25]"SEND CASING LOOSE THIS SIDE 2'-6" [762]" ROUGH OPENING V.I.F. SCALE: 1" = 1'-0" [1:12] SECTION C-CJ A.1.720 K A.1.720 3 8" [ 1 0 ] PO L Y C A R B P A N E L 7 16 " [ 1 1 ] D A D O 38" [10] 31 2" [89] 3 4" [ 1 9 ] 314" [ 8 3 ] 3 4" [ 1 9 ] SCALE: 6" = 1'-0" [1:2] DETAILK A.1.720 STOP DADO FOR POLYCARB PANEL. 38" [ 1 0 ] 716" [11] 31 4" [83] 1" [ 2 5 ] SCALE: 6" = 1'-0" [1:2] SECTION E-EL A.1.720 SEND CASING FOR INSIDE OF FITTING ROOM LOOSE. TO BE ATTACHED AFTER PRE-ASSEMBLED CASED OPENING HAS BEEN SHIMMED PLUMB AND LEVEL. PRE-ASSEMBLE CASED OPENING (JAMB, TRANSOM, AND EXTERIOR CASING) PRE-ASSEMBLE CASED OPENING (JAMB, TRANSOM, AND EXTERIOR CASING) SCALE: 6" = 1'-0" [1:2] DETAILM A.1.720 312" [ 8 9 ] 1" [ 2 5 ] 10 14" [ 2 6 0 ] 1" [ 2 5 ] 3 8" [10] POLYCARB PANEL 3 8" [ 1 0 ] 112" [ 3 8 ] 7 16" [11] DADO 4/ 1 1 / 2 0 2 5 3 : 3 2 : 4 2 P M NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. A.1.720 FI T T I N G R O O M E L E V A T I O N S & D E T A I L S AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 4' - 0 " [ 1 2 1 9 ] SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM PLANE A.1.721 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIOND A.1.721SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONC A.1.721SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONB A.1.721SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONA A.1.721 1'-0" [305] 4'-0" [1219] 2" [51] 3'-0" [914] 6" [152] 6'- 1 0 1 2" [2 0 9 6 ] 712" [1 9 0 ] 6" [152]6" [152] 2'-0" [610] 7'- 6 " [2 2 8 6 ] DRYWALL [P-1e] (TYP) PREFAB FITTING ROOM PANEL (A.1.720) PREFAB. FITTING POST 24" [610] X 48" [1219] PREFAB. ACCESSIBLE BENCH FURN. BY TENANT, INST. BY G.C. (TYP), (A.1.722) 1" [25] CAP TRIM (TYP) DRYWALL [P-5e] (TYP) DRYWALL [P-5e] (TYP) BASE [B-2e, P-5e] (TYP) OPEN 8'-6" [2591] A.F.F. 11'-0" [3200] A.F.F. SUSPENDED CEILING POLYCARB TRANSOM PANEL (A.1.720) DRYWALL [P-5e] (TYP) DRYWALL [P-5e] (TYP) 8'-6" [2591] A.F.F. DRYWALL [P-1e] (TYP) 11'-0" [3200] A.F.F. SUSPENDED CEILING PREFAB PLYWOOD PEGBOARD PANEL [WD-2e] MOUNTED ON Z CHANNEL, (F.1.401) BACKLIT MIRROR, FURNISHED BY TENANT, INST. BY G.C. (B/F.1.401) DRYWALL [P-1e] (TYP) DRYWALL [P-5e] (TYP) SUSPENDED CEILING BASE [B-2e, P-5e] (TYP) 1" [25] CAP TRIM (TYP)DRYWALL [P-1e] (TYP) PREFAB FITTING ROOM PANEL (A.1.720) 8'-6" [2591] A.F.F. 11'-0" [3200] A.F.F. OPEN POLYCARB TRANSOM PANEL (A.1.720) 18" CHAMPAGNE BRONZE FINISH GRAB BAR. G.C. SHALL PROVIDE BLOCKING AS REQUIRED. (TYP) ℄ ℄ OCCUPANCY SENSOR FITTING ROOM DOOR (A.1.731) CALL BUTTON 3'- 4 14" [1 0 2 2 ] 2'- 6 " [ 7 6 3 ] 9" [229]3'-014" [921] 6'- 1 0 1 2" [2 0 9 6 ] 8'-6" [2591] A.F.F. 11'-0" [3200] A.F.F. EQ U A L 3'- 6 12" [1 0 8 0 ] EQ U A L SE E A . 0 . 1 4 0 F O R L A Y O U T 1'-0" [306] 2' - 0 " [ 6 1 0 ] PREFAB. FITTING POST 'A' PANEL MIRROR, FURNISHED BY TENANT, INST. BY G.C. (B/F.1.400) CALL OUT BUTTON ℄ OCCUPANCY SENSOR PREFAB FITTING ROOM PANEL (A.1.720) - REFER TO A.0.140 FOR LAYOUT SEE A.0.140 FOR LAYOUT A.1.721 D A.1.721 B A.1.721 C A.1.721 A TUR N I N G T U R N I N G S P A C E P E R C O D E (60 " [ 1 5 2 4 ] D I A . OR 6 7 " [ 1 6 4 0 ] D I A . ) 2" [51] SEE A.0.140 FOR LAYOUT 5'-2" [1575] 1'-0" [305] DRYWALL PARTITION (TYP.) 24" [610] X 48" [1219] PREFAB. ACCESSIBLE BENCH FURN. BY TENANT, INST. BY G.C. (TYP), (A.1.722)CALL BUTTON ℄G.C. SHALL NOTCH BASE AS REQUIRED TO ACCOMMODATE MOUNTING BENCH FLUSH WITH WALL. PREFAB PLYWOOD PEGBOARD PANEL [WD-2e] MOUNTED ON Z CHANNEL (F.1.401) 4" [101] 4" [102] 3'-2" [965] 73 8" [188] +/- PREFAB. FITTING ROOM OPENING PANEL SEE A.0.140 FOR LAYOUT 31 2" [89] 1" INSIDE DIAMETER GALVANIZED PIPE WITH GALVANIZED FITTINGS ABOVE DENIM FABRIC DRAPERY, FURN. BY OTHERS, INST. BY NSO (L/A.0.221) CRS FITTING ROOM DRAPERY HOOK FURN BY TENANT INST. BY G.C. (TYP. EACH SIDE OF OPENING) 30" [762] CL E A R S I Z E P E R C O D E (4 8 " [ 1 2 1 9 ] O R 5 2 " [ 1 3 2 1 ] ) 4/ 1 1 / 2 0 2 5 3 : 3 2 : 4 3 P M A.1.721 AE A C C E S S I B L E F I T T I N G RO O M D E T A I L S AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SIDE SECTION @ PREFABRICATED ACCESSIBLE BENCH SCALE: 1 1/2" = 1'-0" [1:8] C A.1.722 F A.1.722 PLAN VIEW @ PREFAB ACCESSIBLE BENCH SCALE: 1 1/2" = 1'-0" [1:8] F A.1.722 4'-0" [1219] 1' - 1 0 " [5 5 9 ] MIN1'- 6 " [4 5 7 ] 34" [ 1 9 ] 1'-10" [559] 34" [19] 4" [ 1 0 2 ] NOTE: ACCESSIBLE BENCH SHALL BE BOLTED TO WALL SO THAT LONG SIDE OF BENCH IS TIGHT TO WALL. NO GAP! ACCESSIBLE 22"x48" BENCH FURN BY TENANT, INST. BY G.C. MOUNTING BRACKET FURN. BY TENANT, INST. BY G.C. DRYWALL PARTITION [PL-6e] [WD-1e] WHITE NYLON GLIDE BASE TRIM(A.1.710) (TYP.) MOUNTING BRACKET FURN. BY TENANT, INST. BY G.C. G.C.SHALL NOTCH BASE AS REQUIRED TO ACCOMMODATE MOUNTING BENCH FLUSH WITH WALL. AXON - REAR SCALE: 1 1/2" = 1'-0" [1:8] G A.1.722 FRONT AXON SCALE: 1 1/2" = 1'-0" [1:8] H A.1.722 MOUNTING BRACKET FURN. BY TENANT, INST. BY G.C. G.C.SHALL NOTCH BASE AS REQUIRED TO ACCOMMODATE MOUNTING BENCH FLUSH WITH WALL. 4/ 1 1 / 2 0 2 5 3 : 3 2 : 4 3 P M NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.1.722 FI T T I N G R O O M B E N C H DE T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 CUSTOM PULL, WHITE OAK HANDLE BRACKETS, AGED BRASS 13 8" 11 4" 11 2" 10 " 112" 114"3' - 7 3 8" 114" 3' - 7 3 8" 114" 112"8" 1 2" ENTRY DOORS PANEL, EDGE PAINTED TO MATCH PMS296, INTERIOR FACE PAINTED TO MATCH PMS296, EXTERIOR FACE WHITE OAK CLEAR MATTE FINISH DOOR PULL BRACKETS, AGED BRASS HARDWARE SPECIFICATION / FINISH DEADBOLT MS1850SN-410-313 Deadbolt, Ilco 1-1/8" US10B Mortise Thumbturn w/ Adams Rite Cam, DORMA 8616 FHP COV AWS, 695 SLIM COVER CLOSER W. FRICTION HOLD OPEN, FINISH: DURANODIC BRONZE PAINTED FINISH TOP FLUSH BOLT Ives FB41T Auto Flush Bolt Top Only US10B HINGE Cal-Royal BB545 US10B Ball Bearing Hinge 5" x 4.5" NRP FINISH: Oil Rubbed Bronze AWS THUMB TURN 1/4" [13] TEMP. PLATE GLASS [GL-1] (TYP), (4) GLASS PANES PER DOOR TRUE DIVIDED LITE 1/2" QUARTER ROUND 1/2" QUARTER ROUND ENTRY DOORS, EXTERIOR SIDE [WD-2e], INTERIOR SIDE [P-4e] CUSTOM PULL, OAK HANDLE, BRACKETS, AGED BRASS TOP FLUSH BOLT GLAZING SYSTEM W/ WOOD TRANSOM SECTION B (EXTERIOR) SECTION A (EXTERIOR) TRANSOM FRAME - EXPLODED AXON (EXTERIOR) ELEVATION (INTERIOR) 3"3"71 4"6'-03 8"3" 3' - 1 1 3 4" VA R I E S 934" 8" 4" VA R I E S 10 11 16 " 638" 112" VA R I E S STORE SIDE AGED BRASS METAL ASTRAGAL PRE-INSTALLED BY DOOR SUPPLIER (OPPOSITE FOR SHIPPING) G.C. SHALL REMOVE, REVERSE AND INSTALL CORRECTLY PER DETAIL ACTIVELEAF 1" 6" HOLD 214" DOOR POST DETAIL, REFER TO A/A.1.730 DOOR JAMB DETAIL, REFER TO B/A.1.730 FOR FINAL DOOR AND TRANSOM HEIGHTS -- REFER TO A.1.500 AND A.1.501 2 9 16" GLAZING SYSTEM W/ WOOD TRANSOM DOUBLE 3 5/8" METAL STUD COLUMN WITH 5 8" DRYWALL 5 8" G A P 1 8" G A P INTERIOR SIDE OF DOOR [P-4e] EXTERIOR SIDE OF DOOR [WD-2e] INTERIOR SIDE OF DOOR [P-4e] EXTERIOR SIDE OF DOOR [WD-2e] 6" HOLD DOOR CLOSER DOOR CLOSER HAGER 7000 SZ1 HEAVY DUTY SURFACE DOOR STOP FINISH: OIL RUBBED BRONZE 1 8"1 8" 1" 3'-0" DOOR1 8" 3'-0" DOOR 3"6'-03 8"3" 934" 8" 4" 1" 2 9 16" 1 8"1 8" 1" 3'-0" DOOR 1 8" 3'-0" DOOR 13'-10" SCALE: 3/4" = 1' - 0" DOOR DETAILS1E A.1.730 SCALE: 3/4" = 1' - 0" TRANSOME DETAILS2E A.1.730 SCALE: 3" = 1' - 0" DOOR POST DETAILA A.1.730 212" [63]714" [184]212" [64]1" [25] 118" [ 2 8 ] 78" [ 2 2 ] 112" [ 3 8 ] 158" [ 4 1 ] DOUBLE 3 5/8" METAL STUD COLUMN WITH 58" DRYWALL WOOD CLADDING PER MILLWORKER, [P-4e] MILLWORK TRIM AND QUARTER ROUND [P-4e] 3 4" [19] 2" [51] 34" [ 1 9 ] 134" [45] 21 2" [63] 12" [13] 18" SCALE: 3" = 1' - 0" DOOR JAMB DETAILB A.1.730 714" [ 1 8 4 ] 5" [ 1 2 7 ] 7 8" [ 2 2 ] 7 8" [ 2 2 ] 314" [ 8 3 ] 212" [63] 1" [25] DOUBLE 3 5/8" METAL STUD COLUMN WITH 5/8" DRYWALL 5/8" DRYWALL [5/8"] DOOR JAMB [P-4e] 1" [25] 3" [76] 4/ 1 1 / 2 0 2 5 3 : 3 2 : 4 7 P M A.1.730 MM DO O R E L E V A T I O N S & D E T A I L S AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 FIRE RATED DOOR (PREHUNG) HOLLOW METAL, PRE-PRIMED, FIELD PAINTED BY GC S-LABEL SMOKE SEAL (MIN. 20 MINUTE SMOKE RATING) PEMKO S44W "SILICONSEAL" #5965-26D 2 3/4" PASSAGE PUSH/PULL (HOSPITAL SET- PADDLE TO FACE DOWN) DESIGN 116 AL CLOSURE (MOUNT ON INTERIOR OF DOOR USING PARALLEL ARM MOUNT & SEX BOLTS FURN. BY TENANT) DESIGN 4 1/2" [114] X 4 1/2" [114]-26D NRP BALL BEARING HINGE BEYOND (TYP OF 3) HOLLOW METAL JAMB ASSEMBLY 3'-0" [914] DOOR DETAILS SCALE: AS SHOWN2e ELEVATION N.T.S. (SALES/PASSAGE/ VESTIBULE SIDE) 8" X 34"-32D KICK PLATE AGED BRASS, (TYP BOTH SIDES) 3'- 4 " [ 1 0 1 6 ] 7'- 0 " [ 2 1 3 4 ] STOCK ROOM/ EGRESS CORRIDOR JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] STOCK ROOM DOOR, PRE-PRIMED, FIELD PAINTED BY GC FITTING ROOM PASSAGE 5/8" [16] DRYWALL (TYP) HOLLOW METAL JAMB, PRE-PRIMED, FIELD PAINTED BY GC S-LABEL SMOKE SEALS (MIN. 20 MINUTE SMOKE RATING) PEMKO S44W "SILICONSEAL" 2e SALES AREA 5/8" [16] DRYWALL [P-5e] FITTING ROOM 5/8" [16] DRYWALL [P-1e] OR [P-3e] (TYP) JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] WHITE POPLAR [PR-1][P-1e] METAL STUD NAILER FURN. BY TENANT, INST.BY G.C. 114" [32] BASE BELOW TO MATCH WALL ABOVE 478" [1 2 4 ] BASE TO MATCH WALL ABOVE1 4" [6] 15e ELEVATION N.T.S. (SALES SIDE) 10 ' - 4 " [ 3 1 5 0 ] 4'-2" [1270] OPEN DRYWALL [P-1e] OR [P-3e], VERIFY ON ELEVATIONS DOOR DETAILS SCALE: AS SHOWN15e BASE WHITE POPLAR [PR-1][P-1e] 8" [ 2 0 3 ] [WD-2e] OAK BEAM2" [ 5 1 ] 1" [25]1" [25] 10 ' - 6 " [ 3 2 0 0 ] 3' - 4 " [ 1 0 1 6 ] 7' - 0 " [ 2 1 3 4 ] 3'-0" [914] 8" X 34"-32D KICK PLATE (TYP BOTH SIDES) S-LABEL SMOKE SEAL (MIN. 20 MINUTE SMOKE RATING) PEMKO S44W "SILICONSEAL" DESIGN 116 AL DOOR CLOSER (MOUNT ON INTERIOR OF DOOR USING PARALLEL ARM MOUNT & SEX BOLTS FURN. BY TENANT) #5965-26D 2 3/4" PASSAGE PUSH/PULL (HOSPITAL SET) DESIGN 4 1/2" [114] X 4 1/2" [114]-26D NRP BALL BEARING HINGE BEYOND (TYP OF 3) 90 MINUTE FIRE RATED DOOR (PREHUNG) HOLLOW A40 GALVANIZED STEEL DOOR UNPRIMED FURN BY DOOR VENDOR 90 MINUTE FIRE RATED HOLLOW METAL, A40 GALVANIZED STEEL UNPRIMED, JAMB FURN. BY DOOR VENDOR DOOR DETAILS SCALE: 1/2" = 1'-0" [1:25] ELEVATION (STOCK ROOM SIDES) 11 STOCK ROOM EGRESS CORRIDOR DOOR EGRESS CORRIDOR 5/8" [16] DRYWALL [P-2e] (TYP) HOLLOW METAL JAMB S-LABEL SMOKE SEALS (MIN. 20 MINUTE SMOKE RATING) PEMKO S44W "SILICONSEAL" JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8]11 6e 6eA FITTING ROOM PASSAGE [WD-1e] BELOW (TYP) 5/8" [16] DRYWALL [P-5e] 312" [89] [WD-1e] BELOW (TYP) OPEN OPENING FRAME TRIM [WD-1e] (TYP) 8' - 6 " [ 2 5 9 1 ] 2'-6" [762] FITTING ROOM TOP TRIM [P-5e] (TYP) ELEVATION (PASSAGE SIDE) 34" [ 1 9 ] JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] WOOD CASING[WD-1e] WOOD TRIM [WD-1e] 412" [ 1 1 4 ] 7' - 1 0 " [ 2 3 8 8 ] 312" [ 8 9 ] 6eA 3'-0" [914] (N.T.S.) 6e [P-5e] OPEN 5/8" DRYWALL [P-5e] (TYP.) OPENING FRAME TRIM [WD-1e] (TYP) 8' - 6 " [ 2 5 9 1 ] 2'-6" [762] FITTING ROOM TOP TRIM [P-5e] (TYP) ELEVATION (FITTING ROOM SIDE) 412" [ 1 1 4 ] 7' - 1 0 " [ 2 3 8 8 ] 312" [ 8 9 ] 6eA 3'-0" [914] (N.T.S.) 6e 6e 6eA DOOR DETAILS SCALE: AS SHOWN DOOR HEAD DETAIL SCALE: 1 1/2" = 1'-0" [1:8] 312" [8 9 ] 1" [2 5 ] 8'-3" [2515] A.F.F. FITTING ROOMPASSAGE FITTING ROOM TOP TRIM [WD-1e] (TYP) 5/8" [16]DRYWALL OPENING FRAMETRIM [WD-1e] BB 5/8" DRYWALL [P-5e] (TYP.) 5/8" [16] DRYWALL [P-5e] B [WD-1e][WD-1e] [P-5e] 112" [3 8 ] 34" [19] 10 14" [2 6 0 ] 1"[2 5 ] 6eB 2'-6" [762] (N.T.S.) 2'-6" [762] (N.T.S.)6eB 6eA FITTING ROOM PASSAGE [WD-1e] BELOW (TYP) 5/8" [16] DRYWALL [P-5e] 312" [89] [WD-1e] BELOW (TYP) 34" [ 1 9 ] JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] WOOD CASING[WD-1e] WOOD TRIM [WD-1e] 6e 5/8" [16] DRYWALL [P-5e] 34" [19] 4/ 1 1 / 2 0 2 5 3 : 3 2 : 4 8 P M A.1.731 MM DO O R E L E V A T I O N S & D E T A I L S AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 PANELS EQ. STANDARDS FLUSH TO TOP OF CENTER STUDS 10 ' - 4 " [ 3 1 5 0 ] " 1'- 1 1 12" [ 5 9 7 ] " 10'-112" [3086]" 112" [ 3 8 ] " 9'- 1 1 12" [ 3 0 3 5 ] " 412" [ 1 1 4 ] " 10 ' - 4 " [ 3 1 5 0 ] " 31 2" [89]" TAP IN TIGHT FITTING WEDGE TO FILL GAP. TOP ONLY. STANDARDS 1-SIDE 412" [ 1 1 4 ] " B B A A SCALE: 1 1/2" = 1'-0" [1:8] FRONT ELEVATIONB A.1.761 SCALE: 1 1/2" = 1'-0" [1:8] SECTION A-AA A.1.761 SCALE: 1 1/2" = 1'-0" [1:8] SIDE ELEVATIONC A.1.761 10'-11 2" [3086] I A.1.761 31 2" [89]" SCALE: 1 1/2" = 1'-0" [1:8] SECTION B-BD A.1.761 N A.1.761 [AC-2] PANEL TYP. [MT-1e] STANDARDS W. BRASS SCREWS THIS SIDE ONLY [B-1e] BASE, [P-1e] - PROVIDED BY MILLWORKER PRIMED, PAINTED BY G.C [MT-2] SPACER BAR [WD-1e] [WD-1e] SCALE: 1 1/2" = 1'-0" [1:8] ISOMETRIC VIEW E A.1.761 [B-1e] BASE, [P-1e] - PROVIDED BY MILLWORKER PRIMED, PAINTED BY G.C CONNECTING BOLTS INTO THREADED INSERTS THROUGH HOLES FOR MOUNTING TO FLOOR/CEILING END TRIM CUT FROM LOOSE BASE AND APPLIED ON-SITE IF ENDS DO NOT ABUT WALLS 638" [162]558" [143]558" [143]638" [162] 34" [19] SCALE: 3" = 1'-0" [1:4] DETAILI A.1.761 10 MM OPAL POLY CARB PANEL SHIM SPACE. FILL WITH SOLID SHIM AND TAPCON TO FLOOR 12" [ 1 3 ] 412" [ 1 1 4 ] 1" [ 2 5 ] 1" [ 2 5 ] SCALE: 6" = 1'-0" [1:2] DETAILN A.1.761 4/ 1 1 / 2 0 2 5 3 : 3 2 : 5 3 P M A.1.761 AM K I T P O L Y W A L L S T D D E T A I L S - LM - 3 . 2 , L M - 3 . 3 , L M - 3 . 4 , NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 6" [ 1 5 2 ] " CUT TO LEGTH ON SITE CUT TO LEGTH ON SITE <GRAIN> <GRAIN> 112" [38]" 1178" [301]"4'-0" [1219]"4'-0" [1219]"4'-0" [1219]"1178" [301]" 112" [38]" WIRE-WAY HOLE 14'-211 16" [4336]" 2'-0" [610]"2'-0" [610]"2'-0" [610]"2'-0" [610]"2'-0" [610]" 112" [38]" 6'-117 8" [2130]"6'-117 8" [2130]" 112" [38]" 912" [ 2 4 1 ] " 11 ' - 0 " [ 3 3 5 3 ] " 14'-211 16" [4336]" B B A A CUT TO LEGTH ON SITECUT TO LEGTH ON SITE <GRAIN><GRAIN> <GRAIN> <G R A I N > <G R A I N > <G R A I N > <G R A I N > <G R A I N > <GRAIN> SCALE: 1 1/2" = 1'-0" [1:8] FRONT ELEVATIONB A.1.762 SCALE: 1 1/2" = 1'-0" [1:8] SECTION A-AA A.1.762 G A.1.762 H A.1.762 SCALE: 1 1/2" = 1'-0" [1:8] SECTION B-BD A.1.762 SCALE: 3/4" = 1'-0" [1:16] ISOMETRIC VIEW E A.1.762 [WD-2e] OAK BEAM [WD-2e] TRIM [B-1e], [P-1e] BASE 11 2" [38] 512" [140] 912" [ 2 4 1 ] SCALE: 6" = 1'-0" [1:2] DETAILG A.1.762 8" [ 2 0 3 ] [WD-2e] - PROVIDED BY MILLWORKER, INSTALLED BY G.C LEVELING BOLT THREADS INTO FRAME. TO BE INSTALLED AT FACTORY. 58" [16] 6" [ 1 5 2 ] 112" [38] SCALE: 6" = 1'-0" [1:2] DETAILH A.1.762 34" [19] 412" [ 1 1 4 ] [B-1e] BASE, [P-1e] - PROVIDED BY MILLWORKER PRIMED, PAINTED BY G.C 4/ 1 1 / 2 0 2 5 3 : 3 2 : 5 4 P M A.1.762 AM K I T F R A M I N G W A L L R A K E D DE T A I L S NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 912" [ 2 4 1 ] " 4'-117 8" [1520]"4'-1178" [1520]" 4'-1178" [1520]"4'-1178" [1520]" 112" [38]"112" [38]" 112" [38]"112" [38]" 11 ' - 0 " [ 3 3 5 3 ] " 512" [140]" 11 ' - 0 " [ 3 3 5 3 ] " 9' - 8 1 2" [ 2 9 6 0 ] " ST A N D A R D S CUT TO LEGTH ON SITECUT TO LEGTH ON SITE <GRAIN><GRAIN> <GRAIN><GRAIN> CUT TO LEGTH ON SITECUT TO LEGTH ON SITE SCALE: 1 1/2" = 1'-0" [1:8] FRONT ELEVATIONB A.1.763 SCALE: 1 1/2" = 1'-0" [1:8] SIDE ELEVATIONC A.1.763 A A 512" [ 1 4 0 ] " 10'-21116" [3116]" WIRE CHASE 112" [38]" 117 8" [301]"4'-0" [1219]"4'-0" [1219]"117 8" [301]" 112" [38]" 1'-115 8" [600]"1'-115 8" [600]"1'-115 8" [600]"1'-115 8" [600]"1'-115 8" [600]" EQ PANELS SCALE: 1 1/2" = 1'-0" [1:8] SECTION A-AA A.1.763 SCALE: 1" = 1'-0" [1:12] ISOMETRIC VIEW F A.1.763 [WD-2e] HEADER [WD-1e] [WD-2e] TRIM [B-1e] BASE, [P-1e] - PROVIDED BY MILLWORKER PRIMED, PAINTED BY G.C [WD-1e] BASE 4/ 1 1 / 2 0 2 5 3 : 3 2 : 5 6 P M A.1.763 AM K I T S T U D W A L L D E T A I L S - L M - 5 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 <GRAIN> <GRAIN> 11 ' - 0 " [ 3 3 5 3 ] " 412" [ 1 1 4 ] " 4'-13 4" [1264]" CUT TRIM TO LENGTH ON-SITE. CUT TRIM TO LENGTH ON-SITE <G R A I N > 11 ' - 0 " [ 3 3 5 3 ] " A SCALE: 1 1/2" = 1'-0" [1:8] FRONT ELEVATIONB A.1.764 SCALE: 1 1/2" = 1'-0" [1:8] SIDE ELEVATIONC A.1.764 SCALE: 1 1/2" = 1'-0" [1:8] SECTION A-AD A.1.764 11 ' - 0 " [ 3 3 5 3 ] " 412" [ 1 1 4 ] <GRAIN><GRAIN><GRAIN> <G R A I N > <G R A I N > <G R A I N > [WD-2e] TRIM [WD-2e] TRIM 8" [ 2 0 3 ] [WD-1e] [P-1e], [B-1e] BASE LEVELING BLOCK PANELS HANG FROM Z-CLIPS SCALE: 1" = 1'-0" [1:12] ISOMETRIC VIEWE A.1.764 [WD-2e] HEADER [WD-1e] [WD-2e] TRIM [WD-1e] [P-1e], [B-1e] BASE 4/ 1 1 / 2 0 2 5 3 : 3 2 : 5 7 P M A.1.764 AM K I T W A L L C R A T E D E T A I L S - L M - 2 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 11 2" [38]" 4'-01 4" [1226]" 11 2" [38]" 4'-01 4" [1226]" 11 2" [38]" 4" [ 1 0 2 ] " 112" [38]" 4'-01 4" [1226]" 112" [38]" 4'-01 4" [1226]" 112" [38]" 8' - 0 " [ 2 4 3 8 ] " 512" [140]" 512" [ 1 4 0 ] " METAL FLOOR PLATE ATTACHES LEGS TOGETHER AND TO FLOOR. SSLEEVE NUT AND M6X32mm CONNECT UPRIGHTS. HOLES PREDRILLED. 2'- 0 " [ 6 1 0 ] " <GRAIN> <G R A I N > 11 ' - 0 " [ 3 3 5 3 ] " 2'-0" [610]" 512" [ 1 4 0 ] " R 1 0 " [ R 2 5 4 ] R41 2" [R11 4 ] A A SCALE: 1 1/2" = 1'-0" [1:8] SECTION A-AA A.1.768 SCALE: 1 1/2" = 1'-0" [1:8] FRONT ELEVATIONB A.1.768 SCALE: 1 1/2" = 1'-0" [1:8] SIDE ELEVATIONC A.1.768 [MT-2] [MT-2] [WD-1e] [WD-1e] [MT-2] SCALE: 1 1/2" = 1'-0" [1:8] ISOMETRIC VIEW D A.1.768 <GRAIN><GRAIN><GRAIN><GRAIN><GRAIN> <G R A I N > <G R A I N > <G R A I N > [B-1e] BASE, [P-1e]- PROVIDED BY MILLWORKER PRIMED, PAINTED BY G.C 4/ 1 1 / 2 0 2 5 3 : 3 2 : 5 8 P M A.1.768 AM K I T C L O S E T - 2 4 I N D . H E A D E R DE T A I L S L M - 1 _ J , L M - 1 _ K NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 EXISTING BULKHEAD FOR REFERENCE ONLY SCALE: 1" = 1'-0" [1:12] ISOMETRIC VIEW D A.1.770 EXISTING BULKHEAD FOR REFERENCE ONLY FINISHED END WD-2e TRIM IS NOT ALWAYS INSTALLED. G.C TO REFER TO A.1.600 FOR FINAL CONFIGURATION SCALE: 1" = 1'-0" [1:12] ISOMETRIC VIEW D A.1.770 10 ' - 1 1 " [ 3 3 2 7 ] " 10'-1" [3073]" SLAT GRAIN RUNS HORIZONTAL FINISHED END 4'-0" [1219]" 8" [ 2 0 3 ] " SCALE: 1 1/2" = 1'-0" [1:8] ELEVATIONB A.1.770 A A G.C TO PROVIDE ADDITIONAL BLOCKING TO SUPPORT MONITOR WEIGHT FINISHED END WD-2e TRIM IS NOT ALWAYS INSTALLED. G.C TO REFER TO A.1.600 FOR FINAL CONFIGURATION 10'-1" [3073]" 512" [ 1 4 0 ] " 34" [ 1 9 ] " SCALE: 1 1/2" = 1'-0" [1:8] PLANA A.1.770 LEAVE SLATS IN FRONT OF MOUNTING CLEATS LOOSE FOR INSTALLATION. LEAVE SLAT LOOSE MENDING PLATE 2' - 1 1 78" [ 9 1 1 ] " 7'- 1 1 1 8" [ 2 4 1 6 ] " SCALE: 1 1/2" = 1'-0" [1:8] SECTION A-AC A.1.770 LEAVE SLAT LOOSE LEAVE SLAT LOOSE LEAVE LOOSE G.C TO PROVIDE ADDITIONAL BLOCKING TO SUPPORT MONITOR WEIGHT WD-2e TRIM IS NOT ALWAYS INSTALLED. G.C TO REFER TO A.1.600 FOR FINAL CONFIGURATION 4/ 1 1 / 2 0 2 5 3 : 3 3 : 0 0 P M A.1.770 AM K I T S K A T E B O A R D W A L L B W DE T A I L S - L M - 8 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 8' - 6 " [ 2 5 9 1 ] " 4" [ 1 0 2 ] " 4" [ 1 0 2 ] " 1' - 8 1 2" [ 5 2 1 ] " 1' - 8 1 2" [ 5 2 1 ] " 1' - 8 1 2" [ 5 2 1 ] " VA R I E S VARIES -- REFER TO INTERIOR ELEVATIONS 2'-0" [610]" 2" [ 5 1 ] " 8' - 4 " [ 2 5 4 0 ] " ST A N D A R D S SCALE: 1" = 1'-0" [1:12] FRONT ELEVATIONA A.1.775 SCALE: 1" = 1'-0" [1:12] SIDE ELEVATIONB A.1.775 SCALE: 1" = 1'-0" [1:12] AXONC A.1.775 PRE-PRIMED WOOD COMPONENTS SENT LOOSE. GC TO CUT DOWN AS NEEDED AND PAINTED [P-5e] ON STIE UPRIGHT STANDARDS [MT-9] 412" [ 1 1 4 ] 8' - 6 " [ 2 5 9 1 ] - - V A R I E S R E F E R T O I N T E R I O R E L E V A T I O N S BASE [P-12e] 4/ 1 1 / 2 0 2 5 3 : 3 3 : 0 1 P M A.1.775 GO B A C K W A L L - L M - 2 3 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 CASSETTE BOX CAN FLOAT IN & OUT TO ALLOW FOR FITMENT TO WALL ROUGH OPENING SHOWN WITH FACE SCRIBE SHOWN WITH CEILING COVER (FINISHED SIDE FACING DOWN TOWARDS FLOOR) HEAVY DUTY STANDARD 1" SLOT, 2" O.C.SCALE: 1 1/2" = 1'-0" [1:8] ISOMETRIC VIEW A A.1.780 MATERIALS AND FINISHES FINISH CODE DESCRIPTION WD-3e Minwax Denim blue MW1070 solid sealer hp ww cv flat mc 127021 NOTE: ALL BEAMS & POSTS WILL BE FINISHED TO MATCH [WD-3e] NOTE: REFER TO MILLWORK INSTALL DIAGRAM FOR MORE DETAILS FACE SCRIBE STANDARNDS 4/ 1 1 / 2 0 2 5 3 : 3 3 : 0 2 P M A.1.780 AM K I T S K A T E B O A R D R A M P 8 ' W - LM - 7 _ X NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 10 ' - 4 1 4" [ 3 1 5 6 ] " 23'-23 4" [7080] W/ (7) CEILING SECTIONS 28' MAX WITH EXTRA CEILING SECTIONS 10 ' - 6 " [ 3 2 0 0 ] " 512" [ 1 4 0 ] " 24'-51 4" [7449]" 2'- 3 1 2" [ 6 9 9 ] " 1'- 8 1 2" [ 5 2 1 ] " 2' - 3 1 2" [ 6 9 9 ] " 10 ' - 1 1 1 2" [ 3 3 4 0 ] " LSL BEAM 3.5X5.5 3'-11" [1194]"3'-11" [1194]"3'-11" [1194]"3'-11" [1194]"3'-11" [1194]" 8'-4" [2540]" 3' - 1 1 " [ 1 1 9 4 ] " 3' - 1 1 " [ 1 1 9 4 ] " 4" [ 1 0 2 ] " 2'-31 2" [699]"1'-81 2" [521]"2'-31 2" [699]" 1" [ 2 5 ] " 12-1/4''3/2'' 5- 1 / 2 ' ' 1'' 3/ 4 ' ' 2'-0" [610]"2'-0" [610]"2'-0" [610]" 1x1 ALUM. TUBING POST (MADE FROM A 3.5X5.5 LSL BEAM) CASSETTE BOX CAN FLOAT IN & OUT TO ALLOW FOR FITMENT TO WALLS 2'-614" [768]" TYP. CEILING SECTION "+/- ADJUSTMENT BASED ON WALL ROUGH OPENING " 3 " M I N . OV E R L A P 1'-10" [559]" 1' - 1 0 " [ 5 5 9 ] " 3/4" PLYWOOD GUSSET #10 X 2.5" SCREW @ 3" O.C. TYP. SCREW ALUMINUM FRAME TO POST W/ SDS25312 SCREWS BETWEEN THE SLATS @ 11" O.C. TYP. DTT2Z W/ EPOXYED ANCHOR BOLT WITH MIN 3.5" EMBEDMENT INTO CONC 1'-812" [521]"1'-812" [521]" 1' ' G A P T Y P . 1- 3 / 4 ' ' " S L A T W I D T H TY P . 3/4'' 6' - 8 34" [ 2 0 5 1 ] " 5" [ 1 2 7 ] " ALIGN CASSETTE W/ TOP OF BEAM SURFACE MOUNTED STANDARDS, TYP. SCREW ALUMINUM FRAME TO POST W/ SDS25312 SCREWS BETWEEN THE SLATS @ 12" O.C. TYP. CASSETTE FLOATS IN & OUT BASED ON WALL FITMENT MOUNT STANDARDS USING 1/4" X 2" LG. THREAD CUTTING FLAT HEAD SCREW SCALE: 1" = 1'-0" [1:12] PLAN VIEWA A.1.781 SCALE: 1" = 1'-0" [1:12] FRONT ELEVATIONB A.1.781 A A SCALE: 1" = 1'-0" [1:12] FRONT ELEVATIONC A.1.781 B B SCALE: 1" = 1'-0" [1:12] PLAN SECTION B-BD A.1.781 SCREW CASSETTES TO STUD IN WALL W/ BLUE STANDARD TEK SCREW 14 X 2" SPACED @ MAX 16'' O.C. PROVED BY MILLWORKER 4/ 1 1 / 2 0 2 5 3 : 3 3 : 0 3 P M A.1.781 AM K I T S K A T E B O A R D R A M P 8 ' W - LM - 7 _ X NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 8'-4" [2540]" 312" [89]"312" [89]" 2' - 6 14" [ 7 6 8 ] " 2' - 6 14" [ 7 6 8 ] " 2'- 6 14" [ 7 6 8 ] " 1'-812" [521]"1'-812" [521]"2'-312" [699]" 10 ' - 1 1 1 2" [ 3 3 4 0 ] " 1'-014" [311]"1x1 ALUM. TUBING BASE TRIM SENT LOOSE 5" [ 1 2 7 ] " 6'- 8 3 4" [ 2 0 5 1 ] " SCREW ALUMINUM FRAME TO POST W/ SDS25312 SCREWS BETWEEN THE SLATS @ 12" O.C. TYP. ALIGN CASSETTE W/ TOP OF BEAM MOUNT STANDARDS USING #14 X 1-1/2" LG. SELF THREADING FLAT HEAD SCREW SURFACE MOUNTED STANDARD, TYP. SCALE: 1 1/2" = 1'-0" [1:8] SECTION A-AB A.1.782 SCALE: 1 1/2" = 1'-0" [1:8] C3.2 PLAN SECTION @ SKATEBOARD WALLU A.1.782 7'-2" [2184] 101 4" [260]101 4" [260] OAK POST LSL POST (TYP) STRUCTURAL CASSETTE (TYP) STRUCTURAL CASSETTE TO (2) METAL STUDS (TYP) 3-5/8'' METAL STUD FRAMING 12'' O.C. L OF WALL AND LAYOUT POINT OF FRAMING AND CASSETTES C OAK POST 1'-4" [406] 11" [279] HOLD 1'-4" [406]1'-4" [406]1'-4" [406] SCREW CASSETTES TO STUD IN WALL W/ BLUE STANDARD TEK SCREW 14 X 2" SPACED @ MAX 16'' O.C. PROVED BY MILLWORKER 1'-81 2" [521]" 512" [140]" 3'- 1 1 " [ 1 1 9 4 ] " 4" [ 1 0 2 ] " 1'- 5 1 2" [ 4 4 4 ] " 4" [ 1 0 2 ] " 1' - 5 1 2" [ 4 4 4 ] " 4" [ 1 0 2 ] " 4" [102]" 1'-012" [317]"4" [102]" 4" [101]" 112" [ 3 8 ] " 1'-512" [444]" 112" [38]"112" [38]" GLUE & SCREW 3/4" PLYWOOD TO 1-1/2"X4" PINE STUD FRAMING @ 6" O.C. TYP. SCALE: 1 1/2" = 1'-0" [1:8] CASSETTE BOX ISOMETRIC VIEW C A.1.782 4/ 1 1 / 2 0 2 5 3 : 3 3 : 0 5 P M A.1.782 AM K I T S K A T E B O A R D R A M P 8 ' W - LM - 7 _ X NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NEW POLYCARBONATE WALL (A.1.761) 8" X 8" BEAM (L/A.1.710) UPRIGHT TUBE, PROVIDED AND INSTALLED BY GC, PAINTED WHITE 8" X8" [WD-2e] POST 3'- 0 " [ 9 1 4 ] UNISTRUT, PROVIDED AND INSTALLED BY GC, PAINTED WHITE SCALE: 1" = 1'-0" [1:12] FRONT ELEVATIONA A.1.786 V. I . F LOOSE CLEAT (G.C. TO DECIDE BEST MOUNTING HARDWARE ON-SITE) METAL TUBE TO BE SLOTTED INTO BEAM. BEAM SUPPORT GUSSETS TO HAVE CUT-OUTS TO RECEIVE POST METAL TUBE TO BE SECURED TO UNISTRUT WITH CLAP SCALE: 1 1/2" = 1'-0" [1:8] DETAIL SECTIONB A.1.786 3' - 0 " [ 9 1 4 ] UPRIGHT TUBE. PAINTED WHITE BY GC. 158" [ 4 1 ] VARIES AS NEEDED UNINSTRUT BEAM CLAMP EXISTING I-BEAM (REPRESENTATIONAL) 158" [ 4 1 ] BEAM CLAMP UPRIGHT TUBE UNINSTRUT EXISTING I-BEAM (REPRESENTATIONAL) EXISTING I-BEAM (REPRESENTATIONAL) SCALE: 3" = 1'-0" [1:4] UNISTRUT ATTACHMENT DETAILSC A.1.786 SECTION VIEW PLAN VIEW 4/ 1 1 / 2 0 2 5 3 : 3 3 : 0 6 P M A.1.786 ME T A L S U P P O R T D E T A I L NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. NOTE: THIS SHEET IS FOR REFERENCE ONLY AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 SCALE: 1" = 1'-0" [1:12] STOREFRONT SIGN DETAIL1a A.1.800 REMOTE WIRED, INDIVIDUAL, SURFACE APPLIED LETTERS. INTERNALLY LIT, WITH BRUSHED STAINLESS SIDES & SOLID FROSTED WHITE ACRYLIC FACE. B A.1.800 VARIES - VERIFY FINAL DIMENSION ON SHEET A.1.300 VA R I E S SCALE: 3" = 1'-0" [1:4] SECTION VIEWB A.1.800 WALL SECTION (OR TENANT PANEL FRAME) PRIMARY ELECTRICAL FEED NOTE: LED LIGHTING SHALL BE "WARM WHITE" REMOTE WIRED, INDIVIDUAL, SURFACE APPLIED LETTERS. INTERNALLY LIT, WITH BRUSHED STAINLESS SIDES & SOLID FROSTED WHITE ACRYLIC FACE. ALL MINI WHITE LED MODULES CLEAR POLY-CARBONATE BACK PANEL 1" SPACER PAINTED TO MATCH STORE FRONT 2" [51] SIGNAGE TO BE TIGHT TO WALL OR WOOD SLATS VA R I E S VE R I F Y F I N A L D I M E N S I O N O N S H E E T A . 1 . 3 0 0 3'-5" [1042] 134" [45] SCALE: 3" = 1'-0" [1:4] LIT FITTING ROOM SIGND A.1.801 5" [1 2 7 ] NOTE: SIGNAGE PROVIDED BY TENANT VENDOR, INSTALLED BY G.C. [MT-1e] TUBE 120V PRIMARY PROVIDED BY OTHERS WHITE OAK VENEER ELECTRICAL BOX ABOVE CEILING. G.C. TO PROVIDE ACCESS WHITE TRANSLUCENT ACRYLIC EXISTING DRYWALL BOARD CEILING SCALE: 1 1/2" = 1'-0" [1:8] 'BUTTON' LOGO SIGNH A.1.800 VARIES - 36", 47.5", 59" REFER TO A.1.600 FOR CORRECT SIZE [P-3 OR P-5e] 1/4” MDF BACKER, PAINTED SEAL EDGES TO SMOOTH FINISH PRIOR TO PAINTING NOTE: PRODUCT NOT IN SIGN INSTALLATION SCOPE. ASSEMBLY TO BE SHIPPED DIRECTLY TO SITE. GC TO PERFORM INSTALL. PIN NAIL TO WALL 1/4” WHITE OPAQUE ACRYLIC MIRROR SECURED TO WALL BY G.C. WITH Z-CLIPS. GC TO INSTALL BLOCKING AS REQUIRED SCALE: 3" = 1'-0" [1:4] SOLID WALL MOUNTING DETAILJ A.1.800 .500 EXISTING WALL SURFACE EXISTING METAL WALL STUDS EXISTING WOOD BLOCKING BUTTON LOGO SIGNAGE Z-CLIPS SCALE: 1" = 1'-0" [1:12] ARTWORK AT FITTING ROOM POLYCARBC A.1.801 WHITE VINYL NUMBER, ADHERED TO FITTING ROOM POLYCARB. FONT: 7.5" H, AVENIR HEAVY PRE-INSTALLED ON POLYCARBONATE PANEL BY MW VENDOR. 712" [ 1 9 1 ] 11 2" [38] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 SI G N S H O P D R A W I N G NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 4/ 1 1 / 2 0 2 5 3 : 3 3 : 1 1 P M A.1.800 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 WOOD TRIM [P-5e] (TYP) [P-1e] [P-6e] WHITE DOOR WITH BLUE VINYL NUMBER. BLUE VINYL TO MATCH [P-5e] PAINT [P-5e] (TYP) SCALE: 1" = 1'-0" [1:12] ARTWORK AT FITTING ROOM DOORC A.1.801 2'- 4 " [ 7 1 1 ] MOUNTING SURFACE SEE ARCH. DWGS. GC SHALL PROVIDE CONCEALED F.R.T. WOOD BLOCKING AT MOUNTING BRACKET 1/4" [6] THICK STEEL MOUNTING PLATE PREFINISHED [P-13e] METAL SPACER PREFINISHED [P-13e] SCALE: 1 1/2" = 1'-0" [1:8] LIT BLADE SIGN & BRACKETE A.1.800 ELEVATION 1'- 1 0 " [ 5 5 9 ] 2'-0" [609] 958" [ 2 4 5 ] 1'-534" [450]1/4" [6] THICK CONTINUOUS STEEL FRAME [MT-9e] METAL FACE [P-13e] (TYP 2 SIDES) WHITE ACRYLIC PUSH THROUGH FACE (TYP 2 SIDES) NOTE: LED LIGHTING SHALL BE "WARM WHITE" EQ EQ EQ EQ F A.1.800 G A.1.800 1" [ 2 5 ] 1" [ 2 5 ] 9'-6" A.F.F. SCALE: 1 1/2" = 1'-0" [1:8] PASS-THROUGH SIGN DETAILD A.2.800 1/2" ACRYLIC LETTERS TO MATCH PMS 426C 6" [ 1 5 3 ] 31116 " [9 4 ] 212" [ 6 3 ] 1'-914" [539] 6'-713 16" [2028] 1/4" ACRYLIC LETTERS TO MATCH PMS 426C CO O R D I N A T E W I T H E L E V A T I O N D E T A I L A / A . 1 . 8 0 1 CO O R D I N A T E W I T H E L E V A T I O N D E T A I L A / A . 1 . 8 0 1 WHITE ACRYLIC PUSH THROUGH FACE (TYP 2 SIDES) LED LIGHTING (TYP 2 SIDES) SCALE: 6" = 1'-0" [1:2] SECTION - BLADE SIGN & BRACKETF A.1.800 SCALE: 6" = 1'-0" [1:2] SECTION - BLADE SIGN WIRE CHASEG A.1.800 STAINLESS STEEL 1/2"Ø [13] CUP WASHERS (TYP) 1" [2 5 ] 1 4" [ 6 ] 14" [6] 31 2" [89] 1 4" [6] 4" [102] 3" [76] 12" [13] 3" [76] 12" [13] 4" [102] 12" [13]12" [13] WIRE CHASE METAL FACE [P-13e] 2 SIDES) 1/4" [6] THICK CONTINUOUS STEEL FRAME [MT-9e] 1/4" [6] THICK STEEL MOUNTING PLATE BEYOND [MT-9e] 1/4" [6] THICK STEEL MOUNTING PLATE [MT-9e] METAL SPACER PREFINISHED [MT-9e] 14" [ 6 ] 1" [2 5 ] 1/4" [6] THICK CONTINUOUS STEEL FRAME [MT-9e] EXTENT OF BLADE SIGN (SHOWN DASHED FOR CLARITY) EXTEND MOUNTING BRACKET BEYOND EXTENT OF SIGN AS INDICATED (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 SI G N S H O P D R A W I N G NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 4/ 1 1 / 2 0 2 5 3 : 3 3 : 1 2 P M A.1.801 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 1a SCALE: 1/2" = 1'-0" [1:25] PREFAB. ARCH ASSEMBLY INSTALLATIONAA A.2.300 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. KEY NOTES: SIGN - FURNISHED BY SIGN CONSULTANT, INSTALLED BY G.C. - SEE SHEET 'A.2.800' FOR MORE INFORMATION. 1/2" [13] TEMP. PLATE GLASS [GL-1a] G.C. SHALL PROVIDE & INSTALL BLOCKING AS REQUIRED TO ALLOW PREFAB ARCH TO CLOSELY ALIGN WITH STOREFRONT ARCH PREFAB ARCH ASSEMBLY FRAME TO BE SECURED TO FRAMING, USING SHIMS AS REQUIRED TO ALIGN WITH STROREFRONT FRAMED ARCH AS CLOSE AS POSSIBLE. G.C. SHALL FIELD CUT EDGE AS NEEDED G.C. SHALL FIELD CUT THIS EDGE AS NEEDED G.C. SHALL LIFT DECORATIVE PANEL UP AND ON TO ARCH ASSEMBLY USING PRE-INSTALLED KNAPP DUO 30 PANEL HOOK CONNECTORS OR APPROVED EQUAL [M-2a] SCHLUTER (TYP) SCHLUTER CORNER PIN (TYP)SCHLUTER OUTSIDE CORNER EV/J60BW (TYP) DRYWALL SUBSTRATE (TYP)NO CORNER BEAD AT OUTSIDE CORNERS UNDER TILE FINISH FRONT FACE SIDE FACE SCALE: 1 1/2" = 1'-0" [1:8] DETAIL AT POP-OUT CONDITIONC A.2.300 1/2" [13] TEMP. PLATE GLASS [GL-1] (TYP) NEUTRAL PIER [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) LEASE LINE AEO REP TO COORDINATE WITH MALL CRITERIA FOR NEUTRAL PIER CONDITIONS NOTE: SEE SHEET A.4.300 FOR CONTINUATION OF STOREFRONT 1' - 7 1 2" [4 9 5 ] 3 4" [ 1 9 ] [B-4a] PREFINISHED WHITE (TYP) ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) 11 ' - 3 3 8" [3 4 3 9 ] 6" [1 5 2 ] [T-1a] TOP TRIM (TYP) [M-2a] SCHLUTER (TYP) 1a STOREFRONT SIGN 29'-2" [8889] 3'-6 316" [1072]7'-738" [2321] [GL-4a] GLASS BLOCK WALL 8' - 1 1 3 4" [2 7 3 7 ] [PL-1a] OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) MS ALUMINUM SERIES 400 MEDIUM STILE ENTRY DOOR(OR APPROVED EQUAL) PREFINISHED, FUR. AND INST. BY G.C. G.C SHALL PROVIDE SHOP DRAWINGS TO TENANT FOR APPROVAL. 1/4" [13] TEMP. PLATE GLASS [GL-1a] BEYOND (TYP) DOOR PULLS T.B.D, FINISH BRUSHED BRASS T.B.D. (TYP) [B-4a] PREFINISHED WHITE (TYP) A A.2.400 A A.2.501 A A.2.500 B A.2.501 B A.2.500 1'-91 4" [540] US ALUMINIUM SERIES FF451 FLUSH FRONT ALUMINIUM GLAZING SYSTEM PREFINISHED WHITE, FURN. & INST BY G.C. 16 ' - 0 " [ 4 8 7 7 ] L O F S I G N & G L A S S B L O C K C EQ EQ MA T C H L I N E 9'- 1 0 5 8" [3 0 1 3 ] SCALE: 1/2" = 1'-0" [1:25] INTERIOR STOREFRONT ELEVATIONC A.2.300 ADA SIGN. (A.0.171) SUSPENDED CEILING SYSTEM EDGE-LIT EXIT SIGN SALES AREA FINISHED FLOOR 4' - 0 " [ 1 2 1 9 ] TO B . O . B R A I L L E 9" [229] CEILING TRIM 'A' (A.2.700) (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) BASE TRIM 'A' (TYP) (A.2.700) 1/4" [6] TEMP. PLATE GLASS [GL-1a] (TYP) 3/8" [9] TEMP. PLATE GLASS [GL-1a] BEYOND PREFAB ARCH ASSEMBLY FURN BY TENANT, INST. BY G.C. [P-8a] (A.2.301) ALUMINUM NARROW STILE ENTRY DOOR SYSTEM FURN. BY TENANT, INST. BY G.C. 5/8" [16] DRYWALL [P-1a] (TYP) 11 ' - 0 " [ 3 3 5 3 ] DEMISING WALL US ALUMINIUM SERIES 451SF CENTER GLAZED ALUMINIUM GLAZING SYSTEM PREFINISHED WHITE, FURN. & INST BY G.C. DOOR PULLS T.B.D, FINISH BRUSHED BRASS T.B.D. (TYP) AERIE/ OFFLINE SALES PARTITION TRIM @ DISPLAY CASE (A.2.700) PREFABRICATED BARN RAIL DOOR WITH TOP MOUNT BARN STYLE SLIDING DOOR TRACK AND HARDWARE (A.2.731) CEILING TRIM 'A' (A.2.700) (TYP) CEILING TRIM 'A' (A.2.700) (TYP) TRIM @ DISPLAY CASE(A.2.700) LEASE LINE 5/8" [16] DRYWALL [P-1a] (TYP) NOTE: SEE SHEET A.4.300 FOR CONTINUATION OF INTERIOR STOREFRONT 25'-107 16" [7886] 13 ' - 6 " [ 4 1 1 5 ] 7'-0" [2134]3'-6316" [1072] [V . I . F . ] MA T C H L I N E [M-1] SCHLUTER (TYP) BLACK CONTINUOUS 3/4" REGLET EQ EQ AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 1 9 P M V 1 . 0 A.2.300 ST O R E F R O N T E L E V A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] PREFAB ARCH ASSEMBLY FRAMEA A.2.301 4'- 6 58" [ 1 3 8 7 ] 5'-558" [1667] 11" [279] R4'- 6 " [ R 1 3 7 2 ] 58" [16] 58" [ 1 6 ] 4" [102] PREFAB MDF ARCH ASSEMBLY FRAME, FURN. BY TENANT, INST. BY G.C. (TYP OF 2) END VIEW SCALE: 1 1/2" = 1'-0" [1:8] PREFAB ARCH BOTTOM PANELB A.2.301 7'-03 4" [2153] 5'- 4 34" [ 1 6 4 5 ] 10 3 4" [ 2 7 3 ] R4'- 6 " [ R 1 3 7 2 ] 1'-034" [324] 1'-6" [457] PREFAB MDF ARCH ASSEMBLY (SHOWN HIDDEN) 5/8" MDF BOTTOM ARCH FINISH PANEL PREFINISHED TO MATCH [P-8a] ANY SEAMS IN PANEL TO BE JOINED BY MILLWORKER AND FINISHED SMOOTH SCALE: 1 1/2" = 1'-0" [1:8] PREFAB ARCH TOP PANELC A.2.301 7'-03 4" [2153] 4' - 9 3 4" [ 1 4 6 7 ] 334" [9 5 ] 1'-6" [457] 1'-03 4" [324] R4'-6 " [ R 1 3 7 2 ] PREFAB MDF ARCH ASSEMBLY (SHOWN HIDDEN) 5/8" MDF BOTTOM ARCH FINISH PANEL PREFINISHED TO MATCH [P-8a] SCALE: 1 1/2" = 1'-0" [1:8] ARCH ASSEMBLY FRAME AT GLASS BLOCKD A.2.301 6'-0" [1829] TREATED WOOD ARCH ASSEMBLY FRAME. (TYP OF 2) R4'-5 7 8" [R1 3 6 8 ] E/O [ P L - 1 a ] F I N . O P N ' G 8' - 1 1 3 4" [ 2 7 3 7 ] 214" [ 5 7 ] [ P L - 1 a ] F I N I S H PL U S S H E A T H I N G 214" [ 5 7 ] [ P L - 1 a ] F I N I S H PL U S S H E A T H I N G TREATED WOOD ARCH ASSEMBLY FRAME. (TYP OF 2) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 2 0 P M V 1 . 0 A.2.301 PR E F A B . S T O R E F R O N T AR C H A S S E M B L Y Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 BOPIS CLOSET [FC-1a] [GL-4a] GLASS BLOCK WALL LED STRIP LIGHTING, COORDINATE WITH A.0.200 AREA BEHIND GLASS BLOCK SHALL ALL BE PAINTED [P-6a] ACCESS DOOR (9a) (A.2.731) [WC-1a] BASE TRIM 'A' BELOW (A.2.700) (TYP) BASE TRIM 'A' BELOW (A.2.700)(TYP) 3 5/8" METAL STUD FRAMING (TYP) [WC-1a]LINE OF DRYWALL OPENING ABOVE @ 7'-8" [2337]BASE TRIM 'A' BELOW (A.2.700) (TYP) LINE OF (2) 1200S162-54 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP)LEASE LINE[PL-1a] OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) PREFABRICATED METAL ARCH FRAME SECURED TO METAL STUD FRAMING (TYP) WHITE SURFACE MOUNTED STANDARD, 9'-6" LENGTH INSTALLED 6" A.F.F. (TYP) DEMISING PARTITION DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) [WC-1a] LEASE LINE 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) [B-4a] PREFINISHED WHITE BELOW (TYP)1/4" [6] THICK BRASS SCHLUTER-DECO TRANSITION STRIP [M-3a] ALUMINUM NARROW STILE ENTRY DOOR SYSTEM FURN. BY TENANT, INST. BY G.C. LINE OF (2) 1200S162-54 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) [FC-2a] ENTRY TILE ALUMINUM NARROW STILE ENTRY DOOR SYSTEM FURN. BY TENANT, INST. BY G.C. LINE OF (2) 800S162-54 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) 1/4" [6] THICK BRASS SCHLUTER-DECO TRANSITION STRIP [M-3a] US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) LINE OF BULKHEAD @ 9'-10 5/8" [3013] LINE OF BULKHEAD @ 9'-10 5/8" [3013] SALES AREA LEASE LINE A.2.401 A A A.2.500 A A.2.501 B A.2.501 [FC-4a] 2'- 0 " [6 1 0 ] EQ EQ 2' - 0 " [6 1 0 ] EQ EQ 5' - 5 1516 " [ 1 6 7 5 ] 814" [ 2 1 0 ] 412" [ 1 1 4 ] 4" [1 0 1 ] 1'- 0 11 16 " [3 2 2 ] 5' - 5 1316 " [1 6 7 2 ] 478" [1 2 4 ] 2" [51] 2" [51] 2" [51] 6'- 2 1116 " [1 8 9 7 ] 7'-8" [2337] 4" [1 0 1 ] 14'-01 4" [4274]29'-31 4" [8921] 6'-41 2" [1943] GLASS BLOCK ROUGH OPENING 3'-6 316" [1072] 7'-0" [2134] DOOR OPENING 2'-478" [733] 2'-634" [781] 2'-6" [762] MA T C H L I N E - A NOTE: SEE SHEET 'A2/A.2.400' FOR CONTINUATION OF STOREFRONT PLAN 5'- 9 15 16 " [1 7 7 6 ] BASE TRIM 'A' BELOW (A.2.700) (TYP) 1 58" METAL STUD FRAMING LINE OF (2) 600S162-33 METAL STUD HEADER ABOVE 3 58" METAL STUD FRAMING 2 12" METAL STUD FRAMING DOUBLE 3 58" [92] 16GA. (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE. (TYP) DOUBLE 3 5 8" [92] 16GA. (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE. (TYP) SCALE: 1'-0" = 1'-0" [1:1] DOUBLE STUD POST DETAILB A.2.400 #8 SCREWS @ 12" [305] O.C. EACH SIDE 362T125-54 METAL TRACK (TYP) DOUBLE 362S162-54 16 GA. METAL STUD POST US ALUMINUM SERIES 451SF CENTER GLAZED 4 1/2" X 4 1/2" ALUMINUM GLAZING SYSTEM CORNER POST, FURN. BY TENANT INST. BY G.C. (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) US ALUMINUM SERIES 451SF CENTER GLAZED 4 1/2" X 4 1/2" ALUMINUM GLAZING SYSTEM CORNER POST, FURN. BY TENANT INST. BY G.C. (TYP) [B-4a] PREFINISHED WHITE BELOW (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) [PL-1a] OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP ON FACE) US ALUMINUM SERIES FF451 FLUSH FRONT ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) PREFABRICATED METAL ARCH FRAME SECURED TO METAL STUD FRAMING (TYP) LINE OF (2) 800S162-54 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) LINE OF (2) 1200S162-54 STRUCTURAL METAL JOIST HEADERS ABOVE (TYP) SALES AREA LINE OF DRYWALL BULKHEAD [P-6a] ABOVE @ 10'-2 1/2" [3111] A.F.F. 3 58" METAL STUD FRAMING (TYP) 3 5/8" METAL STUD FRAMING (TYP) MA T C H L I N E - B 2 1/2" METAL STUD FRAMING (TYP) REVEAL [M-1] (TYP) [PL-1a] OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) BASE TRIM 'A' BELOW (A.2.700) (TYP) B A.2.500 NOTE: SEE SHEET 'A.4.400 FOR CONTINUATION OF STOREFRONT PLAN 412" [114] 7'-614" [2292]34" [19] 3'-6316" [1072] [FC-1a] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) MA T C H L I N E - A NOTE: SEE SHEET 'A/A.2.400 FOR CONTINUATION OF STOREFRONT PLAN 6'- 2 11 16 " [1 8 9 7 ] DOUBLE 3 58" [92] 16GA. (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE. (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 2 3 P M V 1 . 0 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT PLANA A.2.400 A.2.400 ST O R E F R O N T P L A N SE C T I O N SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT PLANA2 A.2.400 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: N.T.S. GLASS BLOCK INSTALLATION A A.2.401 CUSTOM GLASS BLOCK ANCHOR BRACKET SECURED TO METAL STUD FRAMING SEVES UNIVERSAL WALL ANCHOR FASTENED TO CUSTOM MOUNTING BRACKET ROUND HEAD DRILLING SCREW, 5/8" MAX. LENGTH (TYP) SEVES HORIZONTAL SPACER (TYP) SEVES GLASS BLOCK (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) G.C. TO GLUE DRYWALL TO BRACKET SCALE: 1 1/2" = 1'-0" [1:8] GLASS BLOCK BRACKETB2 A.2.401 0.125" THICK SHEET METAL PRE DRILLED HOLES FOR #10 SCREWS. (TYP) GUSSET PLATE WELDED TO BRACKET (TYP) SECURE BOTTOM OF BRACKET TO FLOOR SLAB 734" [197] 4" [102] 10 ' - 2 1 2" [ 3 1 1 2 ] 1' - 4 " [ 4 0 6 ] 1' - 4 " [ 4 0 6 ] 1' - 4 " [ 4 0 6 ] 1' - 4 " [ 4 0 6 ] 1' - 4 " [ 4 0 6 ] 1' - 4 " [ 4 0 6 ] 1' - 4 " [ 4 0 6 ] 78" [22] 134" [44] EQ 8" [ 2 0 3 ] EQ 10 ' - 2 1 2" [ 3 1 1 2 ] 378" [98] SCALE: 6" = 1'-0" [1:2] GLASS BLOCK BRACKETB A.2.401 45° 0.125" THICK SHEET METAL GUSSET PLATE WELDED TO BRACKET (TYP) 4" [102] 734" [ 1 9 6 ] 37 8" [98] 1 8" [3] 1 8" [ 3 ] 378" [ 9 8 ] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 2 3 P M V 1 . 0 A.2.401 ST O R E F R O N T D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 43 4" [121] 4" [102] 1a SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONA A.2.500 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONB A.2.500 B A.2.502 A A.2.502 [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) CEILING TRIM 'A' (A.2.700) 18 GA METAL STRAPPING (TYP) NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. KEY NOTES: SIGN FURNISHED BY SIGN CONSULTANT, INSTALLED BY G.C. SEE SHEET A.2.800 FOR DETAILS MALLINTERIOR MALL FINISHED FLOOR [GL-4a] GLASS BLOCK WALL LEASE LINE RECESSED LIGHT FIXTURE FURN BY TENANT INST. BY E.C. SEE SHEET 'A.0.200' FOR MOUNTING LOCATIONS. DOUBLE 1200S162-54 METAL STUD HEADER [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) TENANT FINISHED FLOORING [FC-1a] 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE. SEE DETAIL C/A.2.510 (SIM) 11'-0" [3353] A.F.F. SUSPENDED CEILING SYSTEM CEILING TRIM 'A' (A.2.700) 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING DECK (TYP) DIAGONAL WALL BRACE SEE DETAIL D/A.2.510 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 3 #8 SCREWS (TYP) 11'-0" [3353] A.F.F. SUSPENDED CEILING SYSTEM 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING DECK (TYP) DIAGONAL WALL BRACE SEE DETAIL D/A.2.510 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 3 #8 SCREWS (TYP) 9'-10 5/8" [3013] A.F.F.9'-10 5/8" [3013] A.F.F. MALL INTERIOR [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [B-4a] PREFINISHED WHITE (TYP) 600S162-33 METAL STUD FRAMING (TYP) DOUBLE DOOR (9a) 5/8" [16] DRYWALL PAINTED TO MATCH ADJACENT ARCH COLOR (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) 5/8" [16] DRYWALL [P-8a] 5/8" [16] PLYWOOD SHEATHING [P-6a] (TYP) MALL FINISHED FLOOR LEASE LINE DOUBLE 1200S162-54 METAL STUD HEADER TENANT FINISHED FLOORING [FC-1a] 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE. SEE DETAIL C/A.2.510 (SIM) 3 #8 SCREWS (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [B-4a] PREFINISHED WHITE (TYP) 362S162-33 METAL STUD FRAMING (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) PREFAB ARCH ASSEMBLY FURN BY TENANT, INST. BY G.C. (A.2.301) SURFACE MOUNTED LIGHT TRACK FIXTURE, FURNISHED BY TENANT INSTALLED BY E.C. DOUBLE 800S162-54 METAL STUD HEADER PREFAB. GRAPHIC DISPLAY GRID, PRE-FINISHED TO MATCH [P-8a] (TYP) (A.0.205) DOOR STOP ALONG EDGES TO PREVENT LIGHT BLEED [P-6a] US ALUMINUM SERIES FF451 FLUSH FRONT ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) BASE TRIM 'A' (TYP) (A.2.700) ENTIRE AREA BEHIND GLASS BLOCK SHALL ALL BE PAINTED [P-6a] [Wc-1a] BOPIS CLOSET DISPLAY WINDOW US ALUMINUM SERIES FF451 FLUSH FRONT ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) 250T200-33 METAL TRACK FRAMING BLOCKING AS REQUIRED [P-6a] (TYP) WHITE SURFACE MOUNTED STANDARD, 9'-6" LENGTH INSTALLED 6" A.F.F. (TYP)362S162-33 METAL STUD FRAMING (TYP) PREFABRICATED BULKHEAD PANEL INSTALLED AFTER GLASS BLOCK IS INSTALLED, SEE DETAIL ON A.2.502 PREFABRICATED BASE PANEL INSTALLED AFTER GLASS BLOCK IS INSTALLED, SEE DETAIL ON A.2.502 BASE TRIM 'A' (TYP) (A.2.700) DOUBLE 600S162-33 METAL STUD HEADER [M-1a] SCHLUTER (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) 16'-0" [4877] A.M.F. MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 16'-0" [4877] A.M.F. MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 5/8" [16] DRYWALL [P-8a] 10 78" [ 2 7 6 ] 5'-913 16" [1773] 1316" [20] 212" [64] 6" [152] 8'- 1 1 34" [ 2 7 3 7 ] 1'- 7 12" [ 4 9 6 ] 4" [101] 318" [79] 838" [2 1 3 ] 378" [9 8 ] 47 8" [124] 10 3 4" [ 2 7 3 ] 8'- 1 1 7 8" [ 2 7 4 0 ] 6'-211 16" [1897] 1316" [20] 212" [64] 35 8" [92] 778" [2 0 0 ] 334" [9 5 ] 6" [152] 3'-0" [914] EQ 6" [1 5 2 ] EQ EQ 9'- 6 58" [ 2 9 1 1 ] GL A S S B L O C K R O U G H O P E N I N G 1'- 8 1 4" [5 1 4 ] 1'- 8 1 4" [5 1 4 ] 91 2" [241] 6" [1 5 2 ] EQ2'-6" [762] EQ ± 34" [ 1 9 ] ± EQ BLACK CONTINUOUS 3/4" REGLET BLACK CONTINUOUS 3/4" REGLET EQ EQ 3 4" [ 1 9 ] 1'- 3 3 16 " [ 3 8 6 ] 1'- 7 12" [ 4 9 5 ] 1' - 3 3 16 " [ 3 8 6 ] [T-1a] [T-1a] 4'- 1 7 8" [ 1 2 6 6 ] 4'- 1 78" [ 1 2 6 7 ] [M-1a] SCHLUTER (TYP) [M-1a] SCHLUTER (TYP) [M-1a] SCHLUTER (TYP) 362S162-33 METAL STUD FRAMING @ 16" O.C. 250T200-33 METAL TRACK FRAMING 362S162-33 METAL STUD FRAMING @ 16" O.C. 362T150-33 TRACK @ JOIST & STUD ENDS W/ #8 SCREWS (TYP) 362T150-33 TRACK @ JOIST & STUD ENDS W/ #8 SCREWS (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 2 8 P M V 1 . 0 A.2.500 ST O R E F R O N T S E C T I O N S 2 2 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONA A.2.501 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONB A.2.501 878" [ 2 2 5 ] 2" [ 5 1 ] BASE TRIM 'A' (TYP) (A.2.700) 5/8" [16] DRYWALL [P-1a] (TYP) 11'-0" [3353] A.F.F. SUSPENDED CEILING SYSTEM 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING DECK (TYP) DIAGONAL WALL BRACE SEE DETAIL D/A.2.510 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 3 #8 SCREWS (TYP) 11'-0" [3353] A.F.F. SUSPENDED CEILING SYSTEM 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING DECK (TYP) DIAGONAL WALL BRACE SEE DETAIL D/A.2.510 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 3 #8 SCREWS (TYP) ALUMINUM ENTRY DOOR SYSTEM (A.2.730) MALL INTERIOR MALL FINISHED FLOOR LEASE LINE DOUBLE 1200S162-54 METAL STUD HEADER TENANT FINISHED FLOORING [FC-1a] 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE. SEE DETAIL C/A.2.510 (SIM) CEILING TRIM 'A' (A.2.700) 3 #8 SCREWS (TYP) 9'-10 5/8" [3013] A.F.F. [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [B-4a] PREFINISHED WHITE (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) DOUBLE 800S162-54 METAL STUD HEADER [M-3a] SCHLUTER (TYP) 9'-10 5/8" [3013] A.F.F. MALLINTERIOR MALL FINISHED FLOOR LEASE LINE DOUBLE 1200S162-54 METAL STUD HEADER TENANT FINISHED FLOORING [FC-1a] CEILING TRIM 'A' (A.2.700) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [B-4a] PREFINISHED WHITE (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) RECESSED LIGHT FIXTURE FURN BY TENANT INST. BY E.C. SEE SHEET 'A.0.200' FOR MOUNTING LOCATIONS. 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE. SEE DETAIL C/A.2.510 (SIM) 3 #8 SCREWS (TYP) RECESSED LIGHT FIXTURE FURN BY TENANT INST. BY E.C. SEE SHEET 'A.0.200' FOR MOUNTING LOCATIONS. 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) MAXIMUM 1/16" KERF BETWEEN MATERIAL FINISHES (TYP) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) ENTRY VESTIBULE [FC-2a] ENTRY TILE [FC-2a] ENTRY TILE [M-3a] SCHLUTER (TYP) US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) 16'-0" [4877] A.M.F. MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 16'-0" [4877] A.M.F. MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 9'- 1 0 5 8" [ 3 0 1 3 ] 6" [1 5 2 ] 9'- 8 38" [2 9 5 6 ] 2" [ 5 1 ] 3 8" [ 1 0 ] EQEQ 5'-91516" [1776]412" [114] 6'-21116" [1897] 10 34" [ 2 7 3 ] 8' - 1 1 78" [ 2 7 4 0 ] 6'-21116" [1897] EQEQ 458" [117] 41 2" [114] 5'-1 5 16" [1557] 35 8" [92] 6' - 9 18" [ 2 0 6 1 ] 2" [ 5 1 ] ± 2" [ 5 1 ] 3 8" [ 1 0 ] S E A L A N T [M-1a] SCHLUTER (TYP) 3 4" [ 1 9 ] ± BLACK CONTINUOUS 3/4" REGLET 1' - 3 3 16 " [ 3 8 6 ] 1' - 7 1 2" [ 4 9 5 ] 1'- 3 3 16 " [ 3 8 6 ] [T-1a] 4'- 1 78" [ 1 2 6 7 ] [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) 1'- 7 12" [ 4 9 6 ] ± BLACK CONTINUOUS 3/4" REGLET EQ EQ 3 4" [ 1 9 ] [T-1a] 4' - 1 7 8" [ 1 2 6 6 ] [M-1a] SCHLUTER (TYP) [M-1a] SCHLUTER (TYP) [M-1a] SCHLUTER (TYP) 362S162-33 METAL STUD FRAMING @ 16" O.C. 362S162-33 METAL STUD FRAMING @ 16" O.C. DOUBLE 800S162-54 METAL STUD HEADER [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) 362T150-33 TRACK @ JOIST & STUD ENDS W/ #8 SCREWS (TYP) 362T150-33 TRACK @ JOIST & STUD ENDS W/ #8 SCREWS (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 3 0 P M V 1 . 0 A.2.501 ST O R E F R O N T S E C T I O N S 2 2 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONA A.2.502 5/8" [16] DRYWALL SOFFIT (TYP) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) ENTRY 362S162-33 METAL STUD FRAMED CURB BEYOND 5/8" [16] DRYWALL (TYP) 3/8" [10] SHIM SPACE (TYP) 362S162-33 METAL STUD JOIST FRAMING @ 16" [406] O.C. (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) PREFAB ARCH ASSEMBLY BEYOND GLAZING SYSTEM (SHOWN HIDDEN) ENTRY TILE [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) MAXIMUM 1/16" KERF BETWEEN MATERIAL FINISHES (TYP) [GL-4a] GLASS BLOCK WALL PREFABRICATED BASE / BULKHEAD PANEL INSTALLED AFTER GLASS BLOCK IS INSTALLED (TYP) PREFABRICATED BASE / BULKHEAD PANEL INSTALLED AFTER GLASS BLOCK IS INSTALLED (TYP) 35 8" [92] 10 78" [ 2 7 6 ] 838" [ 2 1 3 ] 878" [ 2 2 5 ] 6' - 9 18" [ 2 0 6 1 ] 2" [ 5 1 ] ± 2" [ 5 1 ] 38" [ 1 0 ] S E A L A N T 2" [ 5 1 ] SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONB A.2.502 DISPLAY 5/8" [16] DRYWALL SOFFIT (TYP) ENTRY TILE 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL (TYP) ENTRY 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 5/8" [16] DRYWALL (TYP) 3/8" [10] SHIM SPACE (TYP) 3/8" [10] SHIM SPACE (TYP) 362S162-33 METAL STUD JOIST FRAMING @ 16" [406] O.C. (TYP) [PL-1a] PLASTER FINISH OVER 5/8" [16] ABUSE RESISTANT DRYWALL [P-3a] (TYP) PREFAB ARCH ASSEMBLY BEYOND GLAZING SYSTEM (SHOWN HIDDEN) 1/2" [13] TEMP. PLATE GLASS [GL-1a] (TYP) US ALUMINUM SERIES FF451 FLUSH FRONT ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) US ALUMINUM SERIES 451SF CENTER GLAZED 4 1/2" X 4 1/2" ALUMINUM GLAZING SYSTEM CORNER POST, FURN. BY TENANT INST. BY G.C. (TYP) US ALUMINUM SERIES FF451 FLUSH FRONT ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) 35 8" [92] 778" [ 1 9 9 ] 2" [ 5 1 ] 9'- 2 3 8" [ 2 8 0 4 ] 2" [ 5 1 ] 3 8" [ 1 0 ] S E A L A N T 118" [ 2 9 ] 112" [ 3 7 ] 15 8" [41] 38" [ 1 0 ] S E A L A N T 412" [114] 2" [51] 5'-612" [1689] 2" [51] 3 8" [10] SEALANT SCALE: 1" = 1'-0" [1:12] PREFABRICATED BULKHEAD/BASEA3 A.2.502 33 4" [95] 1'- 8 14" [5 1 4 ] 6'-0" [182 9 ] 1'- 7 5 8" [4 9 8 ] 6'-0" [182 9 ] PREFAB. DECORATIVE PANEL PIN NAILED TO FRAME [P-7a] PREFAB. FRAME ASSEMBLY SECURED IN PLACE AFTER GLASS BLOCK WALL IS INSTALLED [P-6a] SCALE: 3" = 1'-0" [1:4] PREFABRICATED BULKHEAD/BASEA2 A.2.502 PREFAB. DECORATIVE PANEL PIN NAILED TO FRAME [P-7a] PREFAB. FRAME ASSEMBLY SECURED IN PLACE AFTER GLASS BLOCK WALL IS INSTALLED [P-6a] 1'- 7 58" [ 4 9 8 ] 5 8" [16] 33 4" [95] 1' - 8 14" [ 5 1 4 ] 212" [64] 58" [ 1 6 ] 5 8" [16] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 3 1 P M V 1 . 0 A.2.502 ST O R E F R O N T S E C T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] DIAGONAL BRACE DETAILD A.2.510 DIAGONAL BRACE, LOCATE BRACE @ 20'-0" [6096] O.C. 2 DIAGONALS, AS SHOWN, MIN. PER LENGTH OF WALL (2) #8 SCREWS (TYP) SCALE: 1'-0" = 1'-0" [1:1] TYPICAL HEADER DETAILA A.2.510 #8 SCREWS @ 12" [305] O.C. EACH SIDE 362T125-43 METAL TRACK (TYP) DOUBLE METAL JOIST HEADER, COORDINATE WITH A.2.500 FOR SIZE SCALE: 3" = 1'-0" [1:4] HEADER/POST DETAILB A.2.510 (4) #8 SCREWS LOCATE DIAGONAL STUD BRACE AT EACH HEADER/ POST INTERSECTION (C/A.2.510) 3" [76] X 3" [76] X 2 1/2" [64] LONG CLIP ANGLE (1) 3/8" [10]Ø HILTI KWIK BOLT TZ IN EXISTING CONCRETE FLOOR W/ MIN. 2 1/2" [64] EMBED, 2 SIDES DOUBLE METAL JOIST HEADER, COPE FLANGES @ STUD POST (6) #8 SCREWS EACH SIDE DOUBLE 362S162-54 16 GA. METAL STUD POST (B/A.2.400) DOUBLE 362S162-54 16 GA. METAL STUD POST PLAN VIEW SECTION 358" [92] SCALE: 3" = 1'-0" [1:4] HEADER BRACE DETAILC A.2.510 METAL STUDS 1 MIN / 1 1/2 MAX 1 DOUBLE METAL JOIST HEADER (A/A.2.510) COPE FLANGES AND BEND WEB TO HEADER W/3 #8 SCREWS, MIN. HEAD Ø 5/16" [8] P1843 ADJUSTABLE BRACE W/ 1/2" [13] BOLT & WASHER 362S162-33 METAL STUD BRACE @ 4'-0" [1219] O.C. MAX. (UNLESS NOTED OTHERWISE) (12'-0" [3658] MAX. LENGTH) VERIFY SIZE AND LOCATION OF EXIST. STRUCTURE AIR & WATER-RESISTIVE BARRIER (SHOWN AS HEAVY DASHED LINE) OVER SHEATHING SCALE: 3" = 1'-0" [1:4] GLASS BLOCK HEAD & SILL DETAILFF A.2.510 BACKER ROD & SEALANT W/ WEEPS AT THRU-WALL FLASHING AT T/O BASE MALL SIDEWALK OR FLOORING [PL-1a] PLASTER FINISH OVER RIGID INSUL. (R7.5) (TYP) [B-4a] PREFINISHED WHITE OVER SHEATHING BACKING PER MANUF. (TYP) 600S162-33 METAL STUD FRAMING (TYP) 5/8" [16] PLYWOOD SHEATHING [P-6a] 5/8" [16] EXTERIOR SHEATHING (TYP) ENSURE 1:24 MIN. SLOPE AT SILL CONDITION BACKER ROD & SEALANT BATT INSULATION (R13) TYP. AT EXTERIOR FACES BLOCKING AS REQ'D [P-6a] (TYP) [GL-4a] GLASS BLOCK LIGHT FIXTURE FURN BY TENANT INST. BY E.C. SEE SHEET ELEC. DWGS. (TYP.) [PL-1a] PLASTER FINISH OVER RIGID INSUL. (R7.5) (TYP) AIR & WATER-RESISTIVE BARRIER (SHOWN AS HEAVY DASHED LINE) OVER SHEATHING 5/8" [16] EXTERIOR SHEATHING (TYP) BACKER ROD & SEALANT EXTERIOR INTERIOR AIR & WATER-RESISTIVE BARRIER (SHOWN AS HEAVY DASHED LINE) OVER SHEATHING BACKER ROD & SEALANT W/ WEEPS AT THRU FLASHING AT T/O BASE MALL SIDEWALK OR FLOORING [PL-1a] PLASTER FINISH OVER RIGID INSUL. (R7.5) (TYP) [B-4a] PREFINISHED WHITE OVER SHEATHING BACKING PER MANUF. (TYP) ENSURE 1:24 MIN. SLOPE AT SILL CONDITION [PL-1a] PLASTER FINISH OVER RIGID INSUL. (R7.5) (TYP) AIR & WATER-RESISTIVE BARRIER (SHOWN AS HEAVY DASHED LINE) OVER SHEATHING 5/8" [16] EXTERIOR SHEATHING (TYP) EXTERIOR 600S162-33 METAL STUD FRAMING (TYP) 1" [25] INSULATED GLASS [GL-1a] (TYP) BACKER ROD & SEALANT BATT INSULATION (R13) TYP. AT EXTERIOR FACES BLOCKING AS REQ'D (TYP) TENANT FINISHED FLOORING [FC-4a] 250S162-33 METAL STUD FRAMING (TYP) BASE TRIM 'A' (TYP) (A.2.700) 5/8" [16] EXTERIOR SHEATHING (TYP) 5/8" [16] DRYWALL [P-8a] (TYP) US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM FURN. BY TENANT INST. BY G.C. (TYP) ??????????????????? INTERIOR PROVIDE DRIP EDGE & DRAINAGE WEEPS PER PLASTER MANUF. PROVIDE DRIP EDGE & DRAINAGE WEEPS PER PLASTER MANUF. SCALE: 3" = 1'-0" [1:4] GLASS BLOCK HEAD & SILL DETAILEE A.2.510 CUSTOM SILL FLASHING UNDER GLASS BLOCK OVER SILL ASSEMBLY & THRU WALL ABOVE BASE BATT INSULATION (R13) TYP. AT EXTERIOR FACES 5/8" [16] DRYWALL [P-8a] (TYP) 1' - 1 7 8" [3 5 2 ] 11 3 8" [2 8 9 ] 9" [2 2 9 ] 478" [1 2 4 ] 112" [38]5 8" [16] 6" [152]11 2" [38] 5 8" [16] 6" [152] 118" [29] 21 2" [64] 5 8" [16] 1'- 1 78" [3 5 2 ] 9" [2 2 9 ] 478" [1 2 4 ] 334" [ 9 5 ] 334" [9 5 ] RE F E R T O E L E V S . & V E R T , S E C T I O N S RE F E R T O E L E V S . & V E R T , S E C T I O N S 4" [102]41 2" [114]4" [102] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 3 3 P M V 1 . 0 A.2.510 ST O R E F R O N T D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 1a 2a SIGN - FURNISHED BY SIGN CONSULTANT, INST. BY G.C., SEE SHEET A.2.800 FOR MORE INFO KEY NOTES: NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING WALL STENCIL - FURNISHED AND INSTALLED BY SIGN CONSULTANT, SEE SHEET A.2.801 FOR MORE INFO [WD-5a] [P-1a][WD-5a] [P-1a] PREFAB DISPLAY SCREEN ASSEMBLY (TYP) (F.2.500)11'-0" [3353] A.F.F. WALL TRIM 'B' (TYP) (A.2.700) DRYWALL [P-14a] (TYP) DRYWALL [P-1a] BASE TRIM 'E' (A.2.700) [WD-6a] (TYP) SUSPENDED CEILING (TYP) SUSPENDED CEILING (TYP) TRIM @ DISPLAY CASE (TYP) (A.2.700) TRIM @ DISPLAY CASE (TYP) (A.2.700) DRYWALL [P-1a] (TYP) DRYWALL [P-1a] (TYP) DRYWALL [P-1a] (TYP) DRYWALL [P-1a] (TYP) FINISHED FLOOR BASE TRIM 'A' (A.2.700) TRIM @ DISPLAY CASE (TYP) (A.2.700) [WD-5a] [P-1a][WD-5a] [P-1a][WD-5a] [P-1a] OPEN PREFAB DISPLAY SCREEN ASSEMBLY (TYP) (F.2.500) PREFAB DISPLAY SCREEN ASSEMBLY (TYP) (F.2.500)11'-0" [3353] A.F.F. WALL TRIM 'B' (TYP) (A.2.700) DRYWALL [P-14a] (TYP) OPEN CEILING TRIM 'A' (TYP) (A.2.700) SUSPENDED CEILING (TYP) SUSPENDED CEILING (TYP) 1a PASS-THRU SIGN T.B.D.TRIM @ DISPLAY CASE (TYP) (A.2.700) TRIM @ DISPLAY CASE (TYP) (A.2.700) DRYWALL [P-1a] (TYP) DRYWALL [P-1a] (TYP) DRYWALL [P-1a] (TYP) DRYWALL [P-1a] (TYP) FINISHED FLOOR [WD-5a] [P-1a] PREFAB DISPLAY SCREEN ASSEMBLY (TYP) (F.2.500) TRIM @ DISPLAY CASE (TYP) (A.2.700) 36" LEANING MIRROR (F.2.401)CASH & WRAP, FURN. BY TENANT, INST. BY G.C. (F.2.800) BACK WRAP SURROUND (A.2.750) 11'-0" [3353] A.F.F. BACK WRAP SURROUND (A.2.750) OPEN [WD-5a] [P-1a] SUSPENDED CEILING (TYP) TRIM @ DISPLAY CASE (TYP) (A.2.700) CEILING TRIM 'A' (TYP) (A.2.700) DRYWALL [P-1a] (TYP)FINISHED FLOOR BASE TRIM 'A' (A.2.700) AERIE/ AE SALES AREA PARTITION WALL 11'-0" [3353] A.F.F. 72" DIAMETER MIRROR (F.2.400) FITTING ROOM ETEGERE (F.2.400) FINISHED FLOOR BASE TRIM 'E' (A.2.700) FITTING ROOM PARTITION WALL DRYWALL [P-14a] (TYP) FITTING ROOM A.2.720 WALL TRIM 'B' (TYP) (A.2.700) SUSPENDED CEILING (TYP)DRYWALL [P-14a] (TYP) 11'-0" [3353] A.F.F. FINISHED FLOOR BASE TRIM 'E' (A.2.700) FITTING ROOM PARTITION WALL DRYWALL [P-14a] (TYP) ACCESSIBLE FITTING ROOM WALL TRIM 'B' (TYP) (A.2.700) SUSPENDED CEILING (TYP) OPEN 5'- 5 " [ 1 6 5 1 ] 5'- 1 1 " [ 1 8 0 4 ] BRASS LEDGE (TYP) (F.2.400) STYLE BAR (F.2.400) DEMISING PARTITION DEMISING PARTITION DEMISING PARTITION FITTING ROOM PARTITION WALL 11'-0" [3353] A.F.F. FINISHED FLOOR BASE TRIM 'E' (A.2.700) WALL TRIM 'B' (TYP) (A.2.700) SUSPENDED CEILING (TYP) DRYWALL [P-14a] (TYP) GO BACK FLOATING SHELVES AND DRAWER (A/F.2.400) SCALE: 1/4" = 1'-0" [1:50] ELEVATIONA A.2.600 SCALE: 1/4" = 1'-0" [1:50] ELEVATIONB A.2.600 SCALE: 1/4" = 1'-0" [1:50] ELEVATIONC A.2.600 SCALE: 1/4" = 1'-0" [1:50] ELEVATIOND A.2.600 SCALE: 1/4" = 1'-0" [1:50] ELEVATIONE A.2.600 SCALE: 1/4" = 1'-0" [1:50] ELEVATIONG A.2.600 FITTING AREA/ SALES AREA APRTITION WALL CEILING TRIM 'A' (TYP) (A.2.700) DRAPERY & DRAPERY ROD BY OTHERS (A.0.220) DRAPERY & DRAPERY ROD BY OTHERS (A.0.220) DRAPERY & DRAPERY ROD BY OTHERS (A.0.220) FITTING ROOM A.2.720 ADA SIGNAGE, SEE SHEET A.0.170 FOR TYPE & EXACT LOCATION ADA SIGNAGE, SEE SHEET A.0.170 FOR TYPE & EXACT LOCATION SEE A/A.2.500 FOR STOREFRONT SECTION DETAIL SEE A/A.2.500 FOR STOREFRONT SECTION DETAIL HALO-LIT CIRCLE SIGN (TYP) (A.2.800) SEE E/A.2.721 FOR STOREFRONT SECTION DETAIL 48"48"48" MC-3297 4 - 4 -A10 B10 STACKED HANGING 4A-10 STACKED 4A-10 STACKED MC-3297 4 - 4 -E10 G10 BRAS UNDIES MC-3297 4 - 4 -H10 E10 BRALETTE BRAS MC-3297 4 - 4 -A10 A10 STACKED STACKED MC-3297 4 - 4 -A10 A10 STACKED STACKED MC-3297 4 - 4 -A10 A10 STACKED STACKED MC-3297 4 - 4 -A10 A10 STACKED STACKED MC-3297 4 - 4 -A10 A10 STACKED STACKED 48"48"48"48"48"48"48"48"48"48"48"48"48"48" 48"48"48"48"48"48"48"48"48"48"48"48" 48"48"48"48"48"48" PR O C E S S I N G T A B L E TRA S H C A N CHARGINGSTATION I.D. BADGESTATION 36" AERIEMARKETING CART AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 4 2 P M V 1 . 0 A.2.600 IN T E R I O R E L E V A T I O N S A A.2.600 C A.2.600 G A.2.600 NO SCALE ELEVATION KEY NOTE: G.C. SHALL PATCH, PREP & FINISH ALL NEW AND EXISTING EXPOSED DRYWALL SURFACES TO ACCEPT PAINT FINISH, MINIMUM LEVEL 4 FINISH. B A.2.600 D A.2.600 E A.2.600 RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3" = 1'-0" [1:4] WALL TRIM 'B'A2 A.2.700 112" [ 3 8 ] 34" [19] SUSPENDED CEILING SYSTEM PRE-PRIMED WOOD TRIM [WD-1a] [P-14a] [B-1a] PRE-PRIMED [P-3a] 312" [ 8 9 ] 34" [19] NOTE: G.C. SHALL PAINT ALL EXPOSED BASE MITERS [P-3a] SCALE: 3" = 1'-0" [1:4] BASE TRIM 'A'B A.2.700 SCALE: 3" = 1'-0" [1:4] TRIM @ DISPLAY CASED A.2.700 FACE OF PREFAB DISPLAY CASE OR FURRED-OUT PARTITION 11'-0" [3353] A.F.F. 2" [5 1 ] 412" [1 1 4 ] 14" [6] 1" [25] CONTINUOUS ALUMINUM 'J' TRIM PRE-FINISHED WHITE, SECURED WITH COUNTERSUNK SCREWS. G.C. TO PROVIDE BLOCKING AS REQUIRED (TYP) SUSPENDED CEILING SYSTEM 1" SPACERS AT SCREW LOCATIONS (TYP) F A.2.700 SCALE: 1 1/2" = 1'-0" [1:8] DRYWALL COLUMN ENCLOSUREE A.2.700 EXISTING STRUCTURAL COLUMN, CONFIGURATION MAY VARY (V.I.F.) BASE [B-1a] BELOW (A.2.700) (TYP) METAL STUD FRAMING AS REQ'D. MAY VARY (V.I.F.) MINIMAL WRAP MIN REQ'D EQUAL MI N R E Q ' D EQ U A L 5/8" [16] DRYWALL [P-1a] SCALE: 1 1/2" = 1'-0" [1:8] DRYWALL COLUMN ENCLOSUREF A.2.700 MIN REQ'D FINISHED FLOOR BASE TRIM 'A' (A.2.700) (TYP) SUSPENDED CEILING SYSTEM 5/8" [16] DRYWALL [P-1a] (TYP) WALL TRIM 'A' (A.2.700) 11'-0' [3353] A.F.F. SLOTTED INSERT NOTE: G.C. SHALL INSURE THAT SLOTTED INSERTS ARE PLUMB AND LEVEL WITH ADJACENT INSERTS PRIOR TO FASTENING METAL INSERT ADAPTOR FASTENED TO METAL STUDS EVERY 24" [610] O.C. (MIN.)114" [32] MIN. WALL MATERIAL & FINISH VARIES, SEE ARCH. DRAWINGS VA R I E S NOTE - FOR DRYWALL MATERIAL: G.C. SHALL FURN. & INST. "TRIM-TEX" BRAND "TEAR AWAY L BEADS" #9012 ADJACENT TO WALL STANDARDS (TYP) SCALE: 3" = 1'-0" [1:4] SLOTTED STANDARD DETAILH A.2.700 STEP #1: ATTACH METAL STUDS TO EXISTING WALL SURFACE. STEP #2: ATTACH "RECESSED STANDARDS" TO METAL STUDS. STEP #3: ATTACH WALL FINISH MATERIAL TO "RECESSED STANDARDS". NOTE: THIS VIEW IS FOR SCHEMATIC PURPOSES ONLY. SEE DETAIL 'H/A.2.700' FOR MORE SPECIFIC INFORMATION. NO SCALE SLOTTED STANDARD INSTALLATION DETAILHH A.2.700 SCALE: 3" = 1'-0" [1:4] CEILING TRIM 'A'C A.2.700 34" [ 1 9 ] SUSPENDED CEILING SYSTEM 51 2" [140] PRE-FINISHED [WD-2a] 312" [ 8 9 ] 3 4" [19] SCALE: 3" = 1'-0" [1:4] BASE TRIM 'E'B5 A.2.700 [B-1a] PRE-PRIMED [P-14a] SCALE: 3" = 1'-0" [1:4] BASE TRIM 'D'B4 A.2.700 112" [3 8 ] 1 4" [6] [B-7a] PRE-FINISHED 112" [3 8 ] 1 4" [6] SCALE: 3" = 1'-0" [1:4] BASE TRIM 'C'B3 A.2.700 [B-6a] PRE-PRIMED [P-3a] SCALE: 3" = 1'-0" [1:4] TRIM @ BACK WRAP SURROUNDD2 A.2.700 FACE OF BACK WRAP SURROUND (A.2.750) 11'-0" [3353] A.F.F. 2" [5 1 ] 412" [1 1 4 ] 14" [6] 7 8" [22] CONTINUOUS ALUMINUM 'L' TRIM PRE-FINISHED WHITE, SECURED WITH COUNTERSUNK SCREWS. G.C. TO PROVIDE BLOCKING AS REQUIRED (TYP) SUSPENDED CEILING SYSTEM SPACERS AT SCREW LOCATIONS (TYP) 3 4" [19] [WD-2a] (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 4 4 P M V 1 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING NOTE: IF ALLOWED BY LOCAL CODES FIRE RETADANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. A.2.700 TR I M , C O L U M N , & MI S C E L L A N E O U S D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONA A.2.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONB A.2.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONC A.2.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIOND A.2.720 OPEN L OF ROOM & MIRROR C TOP TRIM ASSEMBLY (A.2.720) (TYP) MIRROR, FURNISHED BY TENANT, INST. BY G.C. CALL BUTTON (TYP) MIRROR, FURNISHED BY TENANT, INST. BY G.C. 8" [203] 3'- 4 1 4" [ 1 0 2 2 ] OPEN TOP TRIM ASSEMBLY (A.2.720) (TYP) 8'-8" [2642] A.F.F.8'-8" [2642] A.F.F.8'-8" [2642] A.F.F.8'-8" [2642] A.F.F. BASE TRIM 'A' (A.2.700) WALL TRIM 'A' (A.2.700)WALL TRIM 'A' (A.2.700) SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM 5/8" [16] DRYWALL [P-1a] (TYP) 11'-0" [3353] A.F.F.11'-0" [3353] A.F.F. 5/8" [16] DRYWALL [P-1a] (TYP) BASE TRIM 'A' (A.2.700) 5/8" [16] DRYWALL [P-1a] (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) 5' - 0 " [ 1 5 2 4 ] WATERFALL BENCH. FURN. BY TENANT, PLACED BY G.C. 24" BRASS HANG BAR AND LEDGE FURN. BY TENANT, INST. BY G.C., G.C. SHALL PROVIDE BLOCKING AS REQUIRED. (TYP) 4" [ 1 0 2 ] 4'- 0 " [ 1 2 1 9 ] FRAMED FITTING ROOM QUOTE, SEE A.2.801 FOR DETAIL 11'-0" A.F.F.11'-0" A.F.F. L OF ROOM AND HANG BAR C L OF ROOM AND FRAME C SCALE: 3" = 1'-0" [1:4] WALL MOUNTED MIRROR PLAN AA A.2.720 BB A.2.720 1/2" [13] BACKER BOARD (TYP) 1/4" [6] GLASS MIRROR [GL-2a] BY G.C. (TYP) G.C. SHALL INSTALL 1/4" [6] WHITE TRIM (SHIPPED LOOSE) ON THE SIDE OF THE H.C. FITTING ROOM MIRROR THAT IS VISIBLE FROM DOORWAY OPENING. FAUX BRASS FINISH FRAME DIMMABLE LED BACK LIGHTING (TYP) MOUNTING SURFACE 2" [5 1 ] 1 5 16 " [3 3 ] 1" [25] 312" [89]31 2" [89] 2'-118" [638] 38" [10] 2'-2" [660] 1 16" [2]38" [10]116" [2] SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM PLANE A.2.720 C A.2.720 B A.2.720 D A.2.720 A A.2.720 MIRROR, FURNISHED BY TENANT, INST. BY G.C. BASE TRIM 'A' BELOW (A.2.700) (TYP) G.C. TO PROVIDE ADEQUATE BLOCKING BEHIND DRYWALL FOR MIRROR 8" [2 0 3 ] CALL BUTTON (TYP) WATERFALL BENCH. FURN. BY TENANT, PLACED BY G.C.24" BRASS HANG BAR AND LEDGE FURN. BY TENANT, INST. BY G.C. (TYP) SCALE: 6" = 1'-0" [1:2] TOP TRIM ASSEMBLYF A.2.720 8'-8" [2642] A.F.F. FINISH VARIES (TYP) PRE-PRIMED WOOD TRIM [P-3a] (TYP) 914" [2 3 5 ] 34" [19] SCALE: 3" = 1'-0" [1:4] CALL BUTTON / I.D. KNOB DETAILCC A.2.720 FITTING ROOM CALL BUTTON ON PASSAGE SIDE L OF CALL BUTTONC DOOR CASING (TYP) 5'-6" [1676] A.F.F. 3" [76] LATCH SIDE OF DOOR, COORDINATE WITH A.0.140 PASSAGE SIDE [WD-6a] (TYP) SCALE: 3" = 1'-0" [1:4] WALL MOUNTED MIRROR SECTIONBB A.2.720 AA A.2.720 1' - 9 " [ 5 3 3 ] 5'- 1 1 18" [ 1 8 0 7 ] 6' - 0 " [ 1 8 2 9 ] 1' - 6 " [ 4 5 7 ] DIMMABLE LED BACK LIGHTING (TYP) 1/2" [13] BACKER BOARD (TYP) 1/4" [6] GLASS MIRROR [GL-2a] BY G.C. (TYP) 12" [305] A.F.F. DIMMABLE LED BACK LIGHTING (TYP) MOUNTING SURFACE WOOD CLEAT PRE-INSTALLED BY MILLWORK VENDOR (TYP) 814" [ 2 1 0 ] 2" [51] 1 5 16" [33] 38" [ 1 0 ] 6" [ 1 5 2 ] 1" [ 2 5 ] 1" [ 2 5 ] 3 8" [ 1 0 ] 116 " [ 2 ] 1 16 " [ 2 ] 6" [ 1 5 2 ] 212" [64] 1' - 9 " [ 5 3 3 ] FAUX BRASS FINISH FRAME 4/ 1 1 / 2 0 2 5 3 : 3 3 : 4 8 P M V 1 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFAB. COMPONENTS SHOWN ON THIS SHEET ARE FURNISHED BY TENANT MILLWORKER AND INSTALLED BY G.C. NOTE: THESE ELEVATIONS ARE FOR SCHEMATIC PURPOSES ONLY. PLEASE REFER TO THE A.0.140 FOR ACTUAL LOCATION OF INTERIOR FITTING ROOM COMPONENTS.A.2.720 FI T T I N G R O O M D E T A I L S & EL E V A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONA A.2.721 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONB A.2.721 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONC A.2.721 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIOND A.2.721 CALL BUTTON (TYP) 24" [610] X 48" [1219] PREFAB. H.C. FITTING ROOM BENCH FURN. BY TENANT, INST. BY G.C. L OF BENCH & MIRROR C MIRROR, FURNISHED BY TENANT, INST. BY G.C. MIRROR, FURNISHED BY TENANT, INST. BY G.C. 1' - 7 " [ 4 8 3 ] 2'-2" [661] 1' - 7 " [ 4 8 3 ] OPEN 11'-0" [3353] A.F.F. TOP TRIM ASSEMBLY (A.2.720) (TYP) TOP TRIM ASSEMBLY (A.2.720) (TYP) 8'-8" [2642] A.F.F.8'-8" [2642] A.F.F.8'-8" [2642] A.F.F. 18" WHITE PREFINISHED GRAB BAR, FURN. BY TENANT, INST. BY G.C., G.C. SHALL PROVIDE BLOCKING AS REQUIRED. (TYP) SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM SUSPENDED CEILING SYSTEM OPEN 11'-0" [3353] A.F.F. WALL TRIM 'A' (A.2.700) WALL TRIM 'A' (A.2.700) BASE TRIM 'A' (A.2.700) BASE TRIM 'A' (A.2.700) BASE TRIM 'A' (A.2.700) 5/8" [16] DRYWALL [P-1a] (TYP) 5/8" [16] DRYWALL [P-1a] (TYP)5/8" [16] DRYWALL [P-1a] (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) 24" BRASS HANG BAR AND LEDGE FURN. BY TENANT, INST. BY G.C., G.C. SHALL PROVIDE BLOCKING AS REQUIRED. (TYP) 2' - 6 " [ 7 6 2 ] 2'-0" [610] 6" [152] 1'-0" [304] 3'- 4 " [ 1 0 1 6 ] 6" [152] 2' - 6 " [ 7 6 2 ] 1'-4" [406] 3' - 2 " [ 9 6 5 ] 4" [ 1 0 1 ] B A.2.721 D A.2.721 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM PLANF A.2.721 A A.2.721 C A.2.721 E A.2.721 L OF BENCH & MIRROR C 24" [610] X 48" [1219] PREFAB. H.C. FITTING ROOM BENCH FURN. BY TENANT, INST. BY G.C. (TBD) ACCESSIBLE T-SHAPED TURNING SPACE PER 2017 1CC A117.1 MIRROR, FURNISHED BY TENANT, INST. BY G.C. 4'-0" [1220] 2' - 0 " [ 6 1 0 ] 2'-0" [610] 6" [ 1 5 2 ] 6" [152] 18" WHITE PREFINISHED GRAB BAR, FURN. BY TENANT, INST. BY G.C., G.C. SHALL PROVIDE BLOCKING AS REQUIRED. (TYP) BASE TRIM 'A' BELOW (A.2.700) (TYP) 24" BRASS HANG BAR AND LEDGE FURN. BY TENANT, INST. BY G.C. (TYP) 1' - 4 " [ 4 0 6 ] TUR N I N G T U R N I N G S P A C E P E R C O D E (60 " [ 1 5 2 4 ] D I A . OR 6 7 " [ 1 6 4 0 ] D I A . ) 30" [762] CL E A R S I Z E P E R C O D E (4 8 " [ 1 2 1 9 ] O R 5 2 " [ 1 3 2 1 ] ) SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONE A.2.721 8'-8" [2642] A.F.F. ACCESSIBLEFITTING ROOM ADA SIGNAGE (A.0.170) FITTING ROOM CALL BUTTON 1'-3" [381] 5'-6" [1676] A.F.F. DRYWALL [P-1a] (TYP) OPENBASE TRIM 'A' (A.2.700) OPEN 1'- 0 " [ 3 0 5 ] 5' - 8 " [ 1 7 2 7 ] [WD-6a] (TYP) TOP TRIM ASSEMBLY (A.2.720) (TYP) SUSPENDED CEILING SYSTEM 11'-0" [3353] A.F.F. WALL TRIM 'A' (A.2.700) SCALE: 1 1/2" = 1'-0" [1:8] SCHEMATIC ISOMETRIC @ ACCESSIBLE BENCHG A.2.721 TENANT PROVIDED Z-CLIP SCREWED TO WALL THROUGH BLOCKING INSTALLED BY G.C. H.C. ACCESSIBLE BENCH INSTALLATION INSTRUCTIONS (1.) G.C. SHALL SCREW PROVIDED Z-CLIP TO THE WALL THRU THE PREDRILLED MOUNTING HOLES INTO BLOCKING PROVIDED BY G.C. (2.) G.C. SHALL SLIDE Z-CLIP ATTACHED TO BENCH OVER CLIP SECURED TO WALL. ENSURE THAT LONG SIDE OF BENCH IS TIGHT TO WALL. NO GAP! 4/ 1 1 / 2 0 2 5 3 : 3 3 : 4 9 P M V 1 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFAB. COMPONENTS SHOWN ON THIS SHEET ARE FURNISHED BY TENANT MILLWORKER AND INSTALLED BY G.C. NOTE: THESE ELEVATIONS ARE FOR SCHEMATIC PURPOSES ONLY. PLEASE REFER TO THE A.0.140 FOR ACTUAL LOCATION OF INTERIOR FITTING ROOM COMPONENTS.A.2.721 AC C E S S I B L E F I T T I N G R O O M DE T A I L S & E L E V A T I O N S RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: ·EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. ·DOOR, FRAME AND HARDWARE FURN. BY TENANT, INST. BY G.C. ·ROCKWOOD #409-26D WALL BUMPER TO BE INSTALLED ON PERPENDICULAR WALL ADJACENT TO HINGES. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING. NOTE: DOOR DETAILS SHOWN ARE FOR SCHEMATIC PURPOSES ONLY. CHECK FLOOR PLAN FOR ALL SIZES AND SWINGS. 7'-0" [2134] 9'- 8 1 2" [ 2 9 5 9 ] 1a DOOR DETAILS SCALE: 1/2" = 1'-0" [1:25] ELEVATION (EXTERIOR) SERIES 250 NARROW STILE ALUMINUM DOOR SYSTEM, PREFINISHED WHITE (TYP) DOOR PULLS T.B.D, FINISH US4 SATIN BRASS T.B.D. (TYP) 11 16 " [ 1 7 ] 912" [ 2 4 2 ] 6'- 9 13 16 " [ 2 0 7 8 ] 2" [ 5 1 ] ± 3 316 " [ 8 1 ] 18" [ 3 ] A.2.730 A A.2.730 B A.2.730 C 3'- 4 " [ 1 0 1 6 ] US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM WITH OHCC, FURN. BY TENANT INST. BY G.C. (TYP) STOCK ROOM BREAK ROOM/TOILET ROOM DOOR TOILET ROOM 5/8" [16] DRYWALL (TYP) HOLLOW METAL, A40 GALVANIZED JAMB JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8]3 3 DOOR DETAILS SCALE: 1/2" = 1'-0" [1:25] HOLLOW METAL, A40 GALVANIZED STEEL UNPRIMED, JAMB FURN. BY DOOR VENDOR 3'-0" [914] 6' - 8 " [ 2 0 3 2 ] #GP115BSN-26D PRIVACY 2 3/4" LEVER LOCKSET (G.C. MUST INSTALL W/ 2 3/8" BACKSET USING #V21900 722-26D LATCH) 3' - 6 " [ 1 0 6 7 ] UNDERCUT DOOR 3/4" [19] STANDARD SATIN ALUMINUM HINGE (TYP OF 3) HOLLOW METAL (PREHUNG & PRE- MACHINED) DOOR ELEVATION (STOCK ROOM SIDE) STOCK ROOM/ EGRESS CORRIDOR SERVICE DOOR EXTERIOR/MALL CORRIDOR 5/8" [16] DRYWALL (TYP) HOLLOW METAL JAMB S-LABEL SMOKE SEALS (MIN. 20 MINUTE SMOKE RATING) PEMKO S44W "SILICONSEAL" JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8]4x 4x NOTE: EXISTING DOOR AND FRAME TO REMAIN - UPGRADE HARDWARE AS REQUIRED #P531 DOOR PULL EXIT SIGN FURN. BY TENANT INSTALLED BY G.C. #98V DKB 48" DOOR SWEEP S-LABEL SMOKE SEAL (MIN. 20 MINUTE SMOKE RATING) PEMKO S44W "SILICONSEAL" 3'-0" [914] 3'- 4 " [ 1 0 1 6 ] DESIGN 116 AL DOOR CLOSER (MOUNT ON INTERIOR OF DOOR USING PARALLEL ARM MOUNT & SEX BOLTS FURN. BY TENANT) DOOR SCOPE SILVER DS2000 DOOR VIEWER. 4'- 6 " [ 1 3 7 2 ] 5'- 0 " [ 1 5 2 4 ] 7' - 0 " [ 2 1 3 4 ] 3'-0" [914] 5'- 0 " [ 1 5 2 4 ] 4 1/2" X 4 1/2" T2414P-26D PRIMECOAT NRP HINGE BEYOND (TYP OF 3) PUSH BUTTON FURN. BY TENANT INSTALLED BY E.C. G.C. SHALL FURN & INST. SIGN OR STENCIL "AMERICAN EAGLE OUTFITTERS SPACE NO. ___" PER LANDLORD REQUIREMENTS. #DJPDF-161PC HOLE FILLER #DJEF-161PC EDGE FILLER (NOT SHOWN) #DJFS-260PC FRAME FILLER (NOT SHOWN) S-LABEL SMOKE SEAL (MIN. 20 MINUTE SMOKE RATING) PEMKO S44W "SILICONSEAL" DOOR DETAILS SCALE: AS SHOWN 90 MINUTE FIRE RATED DOOR (PREHUNG) HOLLOW A40 GALVANIZED STEEL DOOR UNPRIMED FURN BY DOOR VENDOR 90 MINUTE FIRE RATED HOLLOW METAL, A40 GALVANIZED STEEL UNPRIMED, JAMB FURN. BY DOOR VENDOR 90 MINUTE FIRE RATED DOOR (PREHUNG) HOLLOW A40 GALVANIZED STEEL DOOR UNPRIMED FURN BY DOOR VENDOR (PAINT TO MATCH MALL STANDARD ON MALL SIDE ONLY, IF REQ'D.) 90 MINUTE FIRE RATED HOLLOW METAL, A40 GALVANIZED STEEL UNPRIMED, JAMB FURN. BY DOOR VENDOR (PAINT TO MATCH MALL STANDARD ON MALL SIDE ONLY, IF REQ'D.) 3'- 4 " [ 1 0 1 6 ] 7'- 0 " [ 2 1 3 4 ] #AL700 PANIC ALARM BAR 6" [152] ELEVATION (STOCK ROOM/ EGRESS CORRIDOR SIDE) ELEVATION (EXTERIOR/ MALL CORRIDOR SIDE) SCALE: 3" = 1'-0" [1:4] DOOR SECTIONA A.2.730 3 316 " [ 8 1 ] ± 2" [ 5 1 ] 6' - 9 1316 " [ 2 0 7 8 ] N. T . S . 912" [ 2 4 1 ] 2" [5 1 ] US ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM WITH OHCC, FURN. BY TENANT INST. BY G.C. (TYP) ADA BOTTOM RAIL US ALUMINUM SERIES 250 NARROW STILE OFFSET ENTRY DOOR PREFINISHED WHITE ADA THRESHOLD 1/2" TEMPERED SAFETY GLASS 12" [ 1 3 ] 3 16 " [ 5 ] SCALE: 3" = 1'-0" [1:4] ASTRAGAL DETAILB A.2.730 ADJUSTABLE ASTRAGAL US ALUMINUM SERIES 250 NARROW STILE OFFSET ENTRY DOOR PREFINISHED WHITE1/2" [13] TEMPERED SAFETY GLASS (TYP) SCALE: 3" = 1'-0" [1:4] JAMB DETAILC A.2.730 ALUMINUM ADA THRESHOLD BELOW WEATHERSTRIPPINGUS ALUMINUM SERIES 451SF CENTER GLAZED ALUMINUM GLAZING SYSTEM WITH OHCC, FURN. BY TENANT INST. BY G.C. (TYP) US ALUMINUM SERIES 250 NARROW STILE OFFSET ENTRY DOOR PREFINISHED WHITE 1/2" [13] TEMPERED SAFETY GLASS (TYP) ADA DOOR THRESHOLD DETAIL D/A.2.730 SCALE: 1'-0" = 1'-0" [1:1] ADA DOOR THRESHOLD DETAILD A.2.730 ADA THRESHOLD 1 2" [ 1 3 ] 3 16 " [ 5 ] RAISED THRESHOLDS GREATER THAN 14" AT DOORS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL OVER TWO UNITS HORIZONTAL PER CBC 11B.404.2.5 12 SLOP E 2 5 SL O P E AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 5 2 P M V 1 . 0 A.2.730 DO O R E L E V A T I O N S & DE T A I L S RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 8a OPEN WOOD CASING [P-3a] FINISHED FLOOR 8'- 8 " [ 2 6 4 2 ] 4'-6" [1372] 312" [89]312" [89] OPENING DETAILS SCALE: 1/2" = 1'-0" [1:25] ELEVATION (TYP BOTH SIDES) JAMB CORBEL SHIPPED LOOSE, FURN. BY TENANT, INST. BY G.C. R6" [ R 1 5 2 ] OPEN WOOD CASING [P-3a] FINISHED FLOOR 8'- 8 " [ 2 6 4 2 ] 2'-6" [762] 312" [89]312" [89] JAMB CORBEL SHIPPED LOOSE, FURN. BY TENANT, INST. BY G.C. R6" [ R 1 5 2 ] 8aA OPENING DETAILS SCALE: 1/2" = 1'-0" [1:25] ELEVATION (TYP BOTH SIDES) 8a 312" [89] JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] 34" [ 1 9 ] WOOD CASING [P-3a] (TYP) WOOD JAMB [P-3a] PASSAGE PASSAGE 14" [6] 5/8" [16] DRYWALL (TYP) BASE TRIM BELOW 8aA SCALE: 1/2" = 1'-0" [1:25] ROUGH OPENING DETAILAA A.2.731 WO O D J A M B R . O . = F I N I S H E D D O O R H E I G H T + 2 " ME T A L J A M B R . O . = F I N I S H E D D O O R H E I G H T + 1 " R.O. = FINISHED DOOR WIDTH + 2" NOTE: FOR ENTRY DOORS PLEASE REFER TO DRAWINGS A.2.400 & A.2.500. 9a GLASS BLOCK WALL 312" [89] 38" [10] JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] 3 4" [ 1 9 ] 414" [1 0 8 ] BASE TRIM 'A' BELOWWOOD CASING [P-8a] ACCESS DOOR [P-8a] 5/8" [16] DRYWALL (TYP) WOOD JAMB [P-6a] DOOR STOP [P-6a] ACCESS DOOR [P-6a] BLOCKING AS REQUIRED TO CENTER DOOR IN RO ELEVATION FINISHED FLOOR 5'-4" [1626] ASTRAGAL ON INACTIVE LEAF TO PREVENT LIGHT BLEED 9a DOOR DETAILS SCALE: 1/2" = 1'-0" [1:25] 6' - 8 " [ 2 0 3 2 ] WOOD CASING [P-8a] HOLLOW CORE WOOD DOUBLE DOOR PRE-PRIMED (PREHUNG & PREMACHINED) DEADBOLT, KEYED ONE SIDE 7a SALES AREA 31 2" [89] JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] PREFINISHED WOOD CASING [WD-2a] ACOLYTE FLEXIBLE LED LIGHTING 3 4" [ 1 9 ] VA R I E S SE E F L O O R P L A N 5/8" [16] DRYWALL (TYP) SALES AREA / SEATING AREA BASE TRIM BELOWINTERIOR FACES TO BE PAINTED [P-3a] 212" [ 6 3 ] OPEN PREFINISHED SOLID WOOD CASING [WD-2a] (TYP)9'- 0 " [2 7 4 3 ] 6'-0" [1829] 6'- 0 " [1 8 2 9 ] 4" [102] 6'- 8 " [2 0 3 2 ] ELEVATION (TYP BOTH SIDES) 7a OPENING DETAILS SCALE: 1/2" = 1'-0" [1:25] R 3 ' - 0 " [ R 9 1 4 ] ACOLYTE FLEXIBLE LED LIGHTING (TYP OF 2) E.C. TO ROUTE LOW VOLTAGE RUN TO DRIVERS LOCATED ABOVE CEILING 6a DOOR DETAILS SCALE: 1/2" = 1'-0" [1:25] ELEVATION (PASSAGE SIDE) OPEN FITTING ROOM TOP TRIM (A.2.720) 7' - 1 0 12" [ 2 4 0 0 ] 8'- 8 " [ 2 6 4 2 ] 3'-0" [914]3'-0" [914] 5' - 8 " [ 1 7 2 7 ] 6' - 8 " [ 2 0 3 2 ] 1'- 0 " [3 0 5 ] 3'- 4 " [1 0 1 6 ] PDQ #GP176 MIA - US4 SATIN BRASS PRIVACY 2 3/4" [70] LEVER LOCKSET 3/4" [19] x 3" [76] WOOD DOOR CASING PREFINISHED [P-3a] (TYP) 3 1/2" [89] X 3 1/2" [89] STANDARD HINGE, US4 SATIN BRASS FINISH (MIDDLE HINGE ONLY) 3 1/2" [89] X 3 1/2" [89] SPRING HINGES #RC1252, US4 SATIN BRASS FINISH (TYP AT TOP AND BOTTOM HINGES) 3/4" [19] x 3" [76] WOOD DOOR CASING PREFINISHED [P-3a] (TYP) SOLID WOOD DOOR WITH MILLED 'TAMBOUR' FINISH (ONE SIDE) PREFINISHED (PREHUNG & PREMACHINED) ELEVATION (FITTING ROOM SIDE) OPEN OPEN OPEN 4'- 1 0 " [1 4 7 3 ] FITTING ROOM TOP TRIM (A.2.720) JAMB CORBEL SHIPPED LOOSE, FURN. BY TENANT, INST. BY G.C. 6a FITTING ROOM PASSAGE BASE TRIM BELOW 3" [76] 14" [6] JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] WOOD CASING [P-3a] WOOD JAMB [P-3a] FITTING ROOM DOOR PREFINISHED DOOR STOP (ONLY AT DOOR LOCATION) [P-3a] 3 4" [ 1 9 ] 5/8" [16] DRYWALL (TYP) 6a JAMB CORBEL DETAIL SCALE: 1 1/2" = 1'-0" [1:8] 6" [152] 6" [ 1 5 2 ] R6" [R 1 5 2 ] TO MATCH WIDTH OF DOOR JAMB WOOD JAMB CORBEL [P-3a] 6a DOOR TAMBOUR PROFILE SCALE: N.T.S. 34" [19] SOLID WOOD DOOR WITH 1/8" RADIUS TAMBOUR "SLATS" MILLED INTO PANEL PASSAGE SIDE FITTING ROOM AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 5 4 P M V 1 . 0 A.2.731 DO O R E L E V A T I O N S & DE T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] SLAT PANEL DISPLY WALLA A.2.740 SUSPENDED CEILING SYSTEMCEILING TRIM 'A', WHERE OCCURS BASE TRIM 'D' (PARTIALLY SHOWN) SHIM SPACE FOR LEVELING SHIM SPACE FOR LEVELING BASE TRIM 'D' (PARTIALLY SHOWN) 13/32" X 13/32" NARROW SURFACE MOUNTED STANDARD, RECESSED CENTERED INTO 1 1/4" X 4" SLAT (FRONT SIDE ONLY) 4" [102] 1'-1138" [594] 2'-0" [610] 2'-0" [610] 2'-0" [610] 1'-113 8" [594]4" [102] DECORATIVE END POST 12" STARTER SLAT PANEL 12" END SLAT PANEL 24" CENTER SLAT PANEL (TYP)FINISH FLOOR PANELS TO BE REVERSIBLE FOR APPLICATIONS WHERE SLOTTED STANDARDS ARE NOT REQUIRED 10 ' - 1 1 " [ 3 3 2 7 ] P O S T H E I G H T 10 ' - 1 0 1 2" [ 3 3 1 5 ] P A N E L H E I G H T 112" [ 3 8 ] 3' - 3 12" [ 1 0 0 3 ] 114" [ 3 2 ] 3' - 1 0 " [ 1 1 6 8 ] 114" [ 3 2 ] 3' - 3 12" [ 1 0 0 3 ] 112" [ 3 8 ] DECORATIVE END POST SCALE: N.T.S. SLAT PANEL ISOMETRICAA A.2.740 24" CENTER PANEL FRONT 24" CENTER PANEL BACK 12" END PANEL FRONT 12" STARTER PANEL BACK 12" END PANEL BACK 12" STARTER PANEL FRONT SCALE: 3" = 1'-0" [1:4] 12" STARTER PANELC A.2.740 1 1/4" X 4" [WD-3a] SPACERS 4" [1 0 2 ] 11 4" [32] (TYP) 23 4" [70] (TYP)1 1/4" X 4" [WD-3a] SLATS (TYP) G.C. TO SECURE PANEL TO WALL. PROVIDE BLOCKING AS REQUIRED 1'-0" [305] 2" [5 1 ] 2" [5 1 ] METHOD OF BLIND FASTENING TO ADJACENT PANEL 12" STARTER PANEL TO BE REVERSIBLE TO 12" END PANEL FOR "NO STANDARDS" APPLICATION 13/32" X 13/32" NARROW SURFACE MOUNTED STANDARD, RECESSED CENTERED INTO 1 1/4" X 4" SLAT (TYP. BOTH SIDES) G.C. TO SECURE PANEL TO WALL. PROVIDE BLOCKING AS REQUIRED 11 4" [32] (TYP) 23 4" [70] (TYP)1 1/4" X 4" [WD-3a] SLATS (TYP) 1 1/4" X 4" [WD-3a] SPACERS 4" [1 0 2 ] 2" [5 1 ] 2" [5 1 ] 2" [5 1 ] 2" [5 1 ] 2'-0" [610] METHOD OF BLIND FASTENING TO ADJACENT PANEL SCALE: 3" = 1'-0" [1:4] 24" CENTER PANELD A.2.740 24" CENTER PANEL TO BE REVERSIBLE FOR "NO STANDARDS" APPLICATION 11 4" [32] (TYP) 23 4" [70] (TYP) 2" [5 1 ] 2" [5 1 ] 103 4" [273] 1 1/4" X 4" [WD-3a] SPACERS 1 1/4" X 4" [WD-3a] SLATS (TYP) METHOD OF BLIND FASTENING TO ADJACENT PANEL SCALE: 3" = 1'-0" [1:4] 12" END PANELE A.2.740 12" END PANEL TO BE REVERSIBLE TO 12" STARTER PANEL FOR "NO STANDARDS" APPLICATION SCALE: 3" = 1'-0" [1:4] DECORATIVE CORNER POSTF A.2.740 FACE OF PARTITION 12" STARTER/END PANEL AS REQUIRED (TYP) 4" [102] 4" [1 0 2 ] 4" X 4" [WD-2a] POST ASSEMBLY (TYP) METHOD OF BLIND FASTENING POST TO ADJACENT PANEL (TYP) SCALE: 3" = 1'-0" [1:4] DECORATIVE END POSTB A.2.740 FACE OF PARTITION 12" STARTER/END PANEL AS REQUIRED 4" [1 0 2 ] 4" [102] 4" X 4" [WD-2a] POST ASSEMBLY (TYP) WALL CLEAT METHOD OF BLIND FASTENING POST TO ADJACENT PANEL SCALE: 3/4" = 1'-0" [1:16] SLAT PANEL DISPLY WALL (NO STANDARDS)A2 A.2.740 SUSPENDED CEILING SYSTEMCEILING TRIM 'A', WHERE OCCURS BASE TRIM 'D' (PARTIALLY SHOWN) SHIM SPACE FOR LEVELING SHIM SPACE FOR LEVELING BASE TRIM 'D' (PARTIALLY SHOWN) 4" [102] DECORATIVE END POST 12" END SLAT PANEL REVERSED 12" STARTER SLAT PANEL REVERSED 24" CENTER SLAT PANEL REVERSED (TYP) FINISH FLOOR PANELS TO BE REVERSIBLE FOR APPLICATIONS WHERE SLOTTED STANDARDS ARE NOT REQUIRED 10 ' - 1 1 " [ 3 3 2 7 ] P O S T H E I G H T 10 ' - 1 0 12" [ 3 3 1 5 ] P A N E L H E I G H T 112" [ 3 8 ] 3' - 3 1 2" [ 1 0 0 3 ] 114" [ 3 2 ] 3' - 1 0 " [ 1 1 6 8 ] 114" [ 3 2 ] 3' - 3 1 2" [ 1 0 0 3 ] 112" [ 3 8 ] DECORATIVE END POST CONTINUOUS LOOKING HORIZONTAL SLAT WHEN PANELS ARE REVERSED (TYP) 4" [102] 7'-1034" [2407] VARIES ± 2'-0" INCREMENTS AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 5 7 P M V 1 . 0 A.2.740 SL A T D I S P L A Y W A L L AS S E M B L Y D E T A I L S NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETADANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] BACK WRAP SURROUND ELEVATIONA A.2.750 C A.2.750 E A.2.750 R3 ' - 0 " [ R 9 1 4 ] LINE OF BACK WRAP (F.2.800) PREFABRICATED METAL ARCH FRAME SECURED TO METAL STUD FRAMING BEYOND (TYP) 11 ' - 0 " [ 3 3 5 3 ] 14'-1" [4293] 8" [203] 6'-9" [2057]8" [203] 9' - 4 " [ 2 8 4 5 ] TRIM-TEX 3/8" ARCHITECTURAL Z SHADOW BEAD (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) TRIM-TEX 3/8" ARCHITECTURAL Z SHADOW BEAD (TYP) 3'- 0 " [ 9 1 4 ] MIRROR TILES (T.B.D.) BASE TRIM 'B' (A.2.700) (TYP)BASE TRIM 'B' (A.2.700) (TYP) MIRROR FINISH TO EXTEND BELOW LINE OF BACK WRAP 5/8" [16] DRYWALL [P-1a] (TYP BEHIND BACK WRAP) BASE TRIM 'C' (A.2.700) (TYP BEHIND BACK WRAP) MINIMAL QUARTER ROUND TRIM TO CONCEAL ANY GAPS IN MIRROR AND DRYWALL SURROUND [P-1a] (TYP) TRIM AT BACK WRAP SURROUND (A.2.700) 3'-0" [914]3'-0" [914] SCALE: 3" = 1'-0" [1:4] SECTION DETAILC A.2.750 D A.2.750 8" [203] METAL STUD FRAMING AS REQUIRED (TYP) TRIM-TEX SHARP PROFILE CORNER BEAD (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) DEMISING OR FURRED OUT PARTITION (TYP) 1'- 0 " [ 3 0 4 ] DOUBLE 3 5/8" [92] 16 GA. (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) MIRROR (T.B.D.) MINIMAL QUARTER ROUND [P-1a] (WHERE OCCURS) SCALE: 3" = 1'-0" [1:4] REVEAL DETAILD A.2.750 TRIM-TEX 3/8" ARCHITECTURAL Z SHADOW BEAD (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) METAL STUD FRAMING AS REQUIRED (TYP) FINISH FLOOR LINE 312" [ 8 9 ] 38" [ 1 0 ] BASE TRIM 'B' (A.2.700) (TYP) SCALE: 3" = 1'-0" [1:4] SECTION DETAILE A.2.750 DEMISING OR FURRED OUT PARTITION (TYP) TRIM-TEX 3/8" ARCHITECTURAL Z SHADOW BEAD (TYP) 2" [5 1 ] 3 8" [ 1 0 ] METAL STUD FRAMING AS REQUIRED (TYP) 5/8" [16] DRYWALL [P-1a] (TYP) TRIM-TEX SHARP PROFILE CORNER BEAD (TYP) TOP TRIM [WD-2a] (TYP) DOUBLE 600S162-54 METAL STUD HEADER RECESSED LIGHT FIXTURE CENTERED AS CLOSE AS POSSIBLE. COORDINATE WITH A.0.200 6" [153]6" [152] MIRROR (T.B.D.) MINIMAL QUARTER ROUND [P-1a] (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 3 : 5 9 P M V 1 . 0 A.2.750 BA C K W R A P S U R R O U N D AS S E M B L Y D E T A I L S NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-FINISHED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETADANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 7'-0" [2134] 2'- 1 0 18" [8 6 7 ] BB A.2.800 SCALE: 1 1/2" = 1'-0" [1:8] NON-ILLUMINATED STOREFRONT SIGNAA A.2.800 DESCRIPTION: NON-ILLUMINATED CLEAR ACRYLIC, CUT AND POLISHED, SIGN WITH PRINTED GREEN BACK PANEL MOUNTED VERTICALLY ON STOREFRONT SCALE: 3" = 1'-0" [1:4] SECTIONBB A.2.800 GLASS BLOCK WALL 1" CLEAR ACRYLIC SIGN WITH PRINTED GREEN BACKER (TYP) SIGN SECURED TO GLASS BLOCK WITH STRUCTURAL ADHESIVE SCALE: 1 1/2" = 1'-0" [1:8] FITTING ROOM FRAMEA A.2.801 R2" [ R 5 1 ] 1'-7" [482] 2' - 1 " [ 6 3 5 ] 12" [ 1 3 ] CUSTOM BIRCH FRAME 18" X 24" GTAPHIC PREINSTALLED (T.B.D.) SCALE: 1 1/2" = 1'-0" [1:8] FITTING ROOM FRAME SECTIONE A.2.801 11 2" [38] 1 2" [ 1 3 ] ROUTED LUMBER FRAME 3MM WHITE ACM W/ DIGTALLY PRINTED GRAPHIC TBD CONTINUOUS SLOT FOR CAPTURING GRAPHIC SUBSTRATE CONCEALED Z-CLIP INSTALLATION SYSTEM 2" [ 5 1 ] TRADEMARK TO BE APPLIED AS MATTE BLACK VINYL. ALL OTHER LETTERS 1/4” ACRYLIC. SCALE: 1 1/2" = 1'-0" [1:8] HALO LIT CIRCLE SIGND A.2.801 DD A.2.801 L O F S I G N C 5' - 0 " [ 1 5 2 4 ] 6' - 6 " [ 1 9 8 1 ] FINISH FLOOR SCALE: 1 1/2" = 1'-0" [1:8] HALO LIT CIRCLE SIGN SECTIONDD A.2.801 2" [51] 112" [38] ALUMINUM FRAME WARM WHITE 3000K LED INTERNAL LOW VOLT POWER SUPPLY WITH PLUG ALUMINUM FACE 0.1875” FROSTED CLEAR ACRYLIC BACK TOGGLE BOLTS 0.25” ACRYLIC LETTERS EXISTING WALL SCALE: 1 1/2" = 1'-0" [1:8] PASS-THROUGH SIGN DETAILD A.2.800 1/2" ACRYLIC LETTERS TO MATCH PMS 426C 6" [ 1 5 3 ] 31116 " [9 4 ] 212" [ 6 3 ] 1'-914" [539] 6'-713 16" [2028] 1/4" ACRYLIC LETTERS TO MATCH PMS 426C AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 0 5 P M V 1 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. A.2.800 SI G N S H O P D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 1f SCALE: 1/2" = 1'-0" [1:25] PARTIAL FRAMING DETAILAA A.4.300 SCALE: 1/2" = 1'-0" [1:25] PREFAB. ARCH ASSEMBLYBB A.4.300 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. KEY NOTES: SIGN - FURN. BY SIGN CONSULTANT, INST. BY G.C. - SEE SHEET 'A.4.800' FOR MORE INFORMATION. [P-3f] APPLICATION NOTE: ·CLEAN SURFACE. ·LOCATE STRIPE PER DRAWING / DIMENSIONS. ·PREP SURFACE BY CAREFULLY MASKING**, AND SANDING STRIPE AREA ONLY. DO NOT SAND THE PRE-FINISHED SURFACE BEYOND THE OUTLINE OF THE STRIPE. ·APPLY [PR-6f]. ··IF [PR-6f] IS NOT AVAILABLE, THEN USE [PR-7f] ·APPLY [P-3f] AS INDICATED ON 'A.0.024' ** FROG TAPE BRAND MASKING TAPE MUST BE USED TO OUTLINE STRIPE AREA TO DELIVER SHARP LINES AND ELIMINATE PAINT BLEED. NO SUBSTITUTIONS ARE ALLOWED NOTE: PIN NAILING OF [WD-1f] IS PERMITTED WITH MINIMAL HEAD PIN NAILS. LARGE HEAD NAILS AND/OR SCREWS ARE NOT PERMITTED. ANY FILLING OF NAIL HOLES SHALL BE DONE PROFESSIONALLY OR NOT AT ALL. ANY DAMAGE TO OAK BOARDS DUE TO IMPROPER FILLING AND SANDING OF NAIL HOLES SHALL BE REPLACED BY G.C. AT G.C. EXPENSE. NOTE: G.C. SHALL CONTACT TENANT FIELD REPRESETATIVE IMMEDIATELY IF THE INSPECTOR REQUIRES ANY CHANGES TO THE LOCATION OF THE ADA SIGNAGE. 8'- 1 3 8" [ 2 4 7 3 ] 23 4" [70] 3' - 3 1 2" [1004] 15 8" [41] PREFAB. ARCH FRAMING ASSEMBLY (TYP OF 4, (2) FOR INNER ARCH AND (2) FOR OUTER ARCH) R8' - 1 3 8" [ R 2 4 7 3 ] DOUBLE 362S162-54 (MIN) METAL STUD POST DOUBLE 600S162-33 METAL STUD HEADER 3 5/8" METAL STUD FRAMING (TYP) DOUBLE 362S162-54 (MIN) METAL STUD POST LINE OF OAK PANELS OVER 5/8" DRYWALL PREFAB. ARCH FRAMING ASSEMBLY (TYP OF 4) PROVIDED BY TENANT, INST. BY G.C. ISOMETRIC VIEW PREFAB. ARCH ASSEMBLIES NEST TOGETHER TO FORM THE QUARTER ARCH AT THE STOREFRONT MA T C H L I N E MA T C H L I N E STOREFRONT BLADE SIGN G.C. SHALL PROVIDE ADEQUATE BLOCKING AT MOUNTING BRACKET LOCATION 1f REVEAL [M-1] (TYP) 9' - 0 " [2 7 4 3 ] [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET [WD-1f] (TYP) EQEQ 5'- 0 " [ 1 5 2 4 ] C O F ' B U R S T ' L O G O L [T-2f] TILE FINISH OVER 5/8" [16] DRYWALL (TYP) ROLLING GRILLE BEYOND 6'- 8 " [ 2 0 3 2 ] (M I N . H E A D C L E A R A N C E ) B A.4.500 13'-10" [4217]2'-0" [609] 2'-5" [737] 1'-6" [458] PREFAB. VIDEO ENCLOSURE, FURN. BY SIGN VENDOR, INST. BY G.C. PRE-FINISHED CASING PROVIDED BY TENANT, INSTALLED BY G.C. (TYP)[T-1f] OVER 5/8" [16] DRYWALL (TYP) MALL BULKHEAD ABOVE 10 ' - 0 " [ 3 0 4 8 ] 9'- 1 0 " [ 2 9 9 7 ] 2'-57 8" [758] A A.4.500 4' - 1 1116 " [ 1 2 6 2 ] C OF SIGN AND 'BURST' LOGOL[B-1f] 1f STOREFRONT SIGN [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET [WD-1f] (TYP) ILLUMINATED 'BURST' LOGO 1f [M-1f] SCHLUTER (TYP TOP & BOTTOM) SCALE: 1/2" = 1'-0" [1:25] STOREFRONT ELEVATIONA A.4.300 16 ' - 0 " [ 4 8 7 7 ] 11 ' - 9 916 " [ 3 5 9 6 ] EQ 3 4" [ 1 9 ] REVEAL [M-1] (TYP) ± (SEE A.4.401 FOR ACTUAL DIMENSIONS) EQ EQ 111 4" [286] LINE OF ANGLE CHANGE LINE OF ANGLE CHANGE 3 4" [19] A A.4.501 [B-1f] [V . I . F . ] 3 4" [19] NOTE: SEE SHEET 'A.2.400' FOR CONTINUATION OF 'AERIE' STOREFRONT NOTE: SEE SHEET 'A.1.400' FOR CONTINUATION OF 'AE' STOREFRONT SCALE: 1/2" = 1'-0" [1:25] INTERIOR STOREFRONT ELEVATIONB A.4.300 4'- 0 " [ 1 2 1 9 ] TO B . O . B R A I L L E EQEQ EDGE-LIT EXIT SIGN SALES AREA FINISHED FLOOR G.C. TO PAINT EVERYTHING ABOVE 11'-0" [3353] [P-2f] PREFAB. DISPLAY WALL, (A.4.740) BULKHEAD/TRIM 'B-f' (A.4.700) ROLLING GRILLE EMERGENCY MANUAL RELEASE SYSTEM KEY OPERATED SWITCH FURN & INST BY OTHERS. 4'- 0 " [ 1 2 1 9 ] 11 ' - 0 " [ 3 3 5 3 ] PRE-FINISHED CASING PROVIDED BY TENANT, INSTALLED BY G.C. (TYP) 1'-6" [458] ADA SIGN. SEE SHEET A.0.170 FOR DETAILS. 6'- 8 " [ 2 0 3 2 ] (M I N . H E A D C L E A R A N C E ) 1fINTERIOR 'BURST' LOGO BEYOND [B-1f] ROLLING GRILLE [T-2f] TILE FINISH OVER 5/8" [16] DRYWALL (TYP) [WD-1f] (TYP) [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET [WD-1f] (TYP) PREFAB. VIDEO ENCLOSURE, FURN. BY SIGN VENDOR, INST. BY G.C. OFFLINE/ AERIE PARTITION WALL 1'- 0 " [3 0 5 ] [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET 6' - 3 " [ 1 9 0 5 ] 3" [ 7 6 ] NOTE: SEE SHEET 'A.1.300' FOR CONTINUATION OF 'AE' INTERIOR STOREFRONT NOTE: SEE SHEET 'A.2.300' FOR CONTINUATION OF 'AERIE' INTERIOR STOREFRONT [WD-1f] (TYP) TRIM @ DISPLAY WALL (A.4.700) TRIM @ DISPLAY WALL (A.4.700) 11'-0" [3353] A.F.F. OFFLINE/ AE PARTITION WALL COLUMN SHOWN DASHED FOR CLARITY 9" [229] A A.4.400 LEASE LINE BASE TRIM 'A-F' (A.4.700) (TYP) BASE TRIM 'A-F' (A.4.700) (TYP) BLACK CONTINUOUS 3/4" REGLET 1' - 7 12" [ 4 9 5 ] EQ 6' - 3 " [1 9 0 5 ] 3" [7 6 ] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 1 1 P M V 2 . 0 A.4.300 ST O R E F R O N T E L E V A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1'-0" = 1'-0" [1:1] DOUBLE STUD POST DETAILB A.4.400 #8 SCREWS @12" [305] O.C. EACH SIDE 362T125-54 METAL TRACK (TYP) DOUBLE 362S162-54 16 GA. METAL STUD POST B A.4.500 ROLLING GRILLE GUIDE, BY OTHERS LINE OF OPENING ABOVE FOR GRILLE 4" x 4" TUBE STEEL SUPPORT FOR ROLLING GRILLE BY OTHERS KEY OPERATED SWITCH FURN. AND INST. BY OTHERS (TYP) ROLLING GRILLE EMERGENCY MANUAL RELEASE SYSTEM & KEY OPERATED SWITCH BELOW, FURN. & INST. BY OTHERS 9" [229] 3" [ 7 6 ] [M-2f] TRANSITION STRIP 1'-6" [457] LINE OF LOW HEAD CLEARANCE ABOVE 314" [8 3 ] 314" [8 3 ] 2'-5" [737] 2'- 6 " [ 7 6 2 ] L "Hi!" ARTWORK [FC-3f] INSTALLED INTO [FC-2f] SEE DETAIL ON 'A.0.120' LEASE LINE LINE OF DOUBLE 600S162-33 METAL JOIST HEADERS ABOVE, COORDINATE WITH SECTIONS ON A.4.500 (TYP) REVEAL [M-1] (TYP) 13'-103 4" [4235]1'-111 4" [591]2'-57 8" [758] 34" [19] 15'-0" [4572] 11 " [ 2 7 9 ] 3' - 0 " [ 9 1 4 ] 1'- 1 " [ 3 3 0 ] 5'- 0 " [ 1 5 2 4 ] 1'-11 4" [337] LINE OF DOUBLE 600S162-33 METAL JOIST HEADERS ABOVE, COORDINATE WITH SECTIONS ON A.4.500 (TYP) ± DOUBLE 362S162-54 (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) DOUBLE 362S162-54 (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) 1'- 2 " [ 3 5 5 ] 2'- 6 " [ 7 6 2 ] 1' - 0 5 16 " [ 3 1 3 ] PRE-FINISHED CASING PROVIDED BY TENANT, INSTALLED BY G.C. (TYP) 14" [6] [T-2f] TILE FINISH OVER 5/8" [16] DRYWALL (TYP) PREFAB. ALUMINUM CHANNEL POWDER COATED WHITE WITH INTEGRAL COLOR CHANGING LED LIGHTING (TYP) 4" [ 1 0 2 ] 13 4" [44] [M-2f] TRANSITION STRIP [T-2f] TILE FINISH OVER 5/8" [16] DRYWALL (TYP) [WD-1f] (TYP) PREFAB. VIDEO ENCLOSURE, FURN. BY SIGN VENDOR, INST. BY G.C. 4'-117 8" [1522] MA T C H L I N E - C MA T C H L I N E - B OFFLINE/ AERIE PARTITION WALL LEASE LINE PREFAB DISPLAY WALL ASSEMBLY (A.4.740) BASE TRIM 'A-F' (A.4.700) (TYP) BELOW BASE TRIM 'A-F' (A.4.700) (TYP) BELOW [WD-1f] (TYP) DOUBLE 362S162-54 (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) [WD-1f] (TYP) LINE OF BULKHEAD ABOVE @ 11'-5 1/4" [3486] A.M.F. BRASS FINGER PULL SET FLUSH L O F R O L L I N G GR I L L E C 3" [ 7 6 ] 3" [ 7 6 ] TENANT FINISHED FLOORING [FC-2f] C C O F "H i ! " AR T W O R K L C OF "Hi!" ARTWORKL SEE A.4.600 FOR FINISHES LINE OF BULKHEAD ABOVE @ 11'-0" [3353] A.M.F. TENANT FINISHED FLOORING [FC-1f] SALES AREA A A.4.500 LINE OF DRYWALL BULKHEAD @10'- 0 3/4" [3067] [P-3f] LINE OF DRYWALL BULKHEAD @10'- 0 3/4" [3067] [P-3f] 3 58" METAL STUD FRAMING 3 5 8" METAL STUD FRAMING 3 58" METAL STUD FRAMING 3 58" METAL STUD FRAMING DOUBLE 362S162-54 (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) 2'- 6 " [ 7 6 2 ] 2'-6" [ 7 6 2 ] SCALE: N.T.S. PREFAB. VIDEO ENCLOSUREA A.4.400 PREFAB. DUAL 55" VIDEO ENCLOSURE, FURN. BY SIGN VENDOR, INST. BY G.C. 55" VIDEO MONITOR (TYP OF 2) FURN. BY TENANT, INST. BY G.C. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 1 3 P M V 2 . 0 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT PLANA A.4.400 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: SEE SHEET 'A.4.401' FOR CONTINUATION OF STOREFRONT PLAN A.4.400 ST O R E F R O N T P L A N S E C T I O N NOTE: SEE SHEET 'A.2.401' FOR CONTINUATION OF STOREFRONT PLAN RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 A A.4.501 ROLLING GRILLE GUIDE, BY OTHERS 4' - 3 12" [ 1 3 0 8 ] 3" [ 7 6 ] 3" [ 7 6 ] 4" x 4" TUBE STEEL SUPPORT FOR ROLLING GRILLE BY OTHERS L O F R O L L I N G G R I L L E C DOUBLE 6'' (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) 3 5/8" METAL STUD FRAMING (TYP) DOUBLE 362S162-54 (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) 5/8" [16] DRYWALL (TYP) 6" METAL STUD FRAMING (TYP) 5/8" [16] DRYWALL (TYP) 5/8" [16] DRYWALL (TYP) DOUBLE 6'' (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) 2'-71516" [811]±1'-8" [509] LINE OF DOUBLE 600S162-33 METAL JOIST HEADERS ABOVE, COORDINATE WITH SECTIONS ON A.4.500 (TYP) DOUBLE 362S162-54 (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) TENANT FINISHED FLOORING [FC-1f] 3 5/8" METAL STUD FRAMING (TYP) [WD-1f] (TYP) [WD-1f] (TYP) [WD-1f] (TYP) MA T C H L I N E - D MA T C H L I N E - C ILLUMINATED 'BURST' LOGO C 1f L OF OAK, BURST LOGO & SIGN ABOVE 'BURST' LOGO1f CL OF OAK, BURST LOGO & SIGN ABOVE OFFLINE/ AE PARTITION WALL PREFAB DISPLAY WALL ASSEMBLY (A.4.740) BASE TRIM 'A-F' (A.4.700) (TYP) BELOW BLACK CONTINUOUS 34" REGLET 111 4" [286] 16' - 9 3 16" [5 1 1 1 ] + / - 3 4" [ 1 9 ] DOUBLE 362S162-54 (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) [WD-1f] (TYP) 3 58" METAL STUD FRAMING (TYP) [WD-1f] (TYP)3 5/8" METAL STUD FRAMING (TYP) 5/8" [16] DRYWALL (TYP) SEE A.4.600 FOR FINISHES [WD-1f] (TYP) [WD-1f] (TYP) LEASE LINE LEASE LINE 3 5/8" METAL STUD FRAMING (TYP) 5/8" [16] DRYWALL (TYP) LINE OF BULKHEAD ABOVE @ 11'-0" [3658] A.M.F. TENANT FINISHED FLOORING [FC-1f] SALES AREA AE SALES AREA EXISTING COLUMN [V.I.F.] MINIMAL COLUMN WRAP (A.4.700) LINE OF BULKHEAD ABOVE @ 12'-0" [3658] A.M.F. 4'-117 8" [1522] LINE OF BULKHEAD ABOVE @ 11'-0" [3353] A.M.F. 4'- 5 " [ 1 3 4 6 ] DOUBLE 362S162-54 (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE (TYP) LINE OF DOUBLE 600S162-33 METAL JOIST HEADERS ABOVE, COORDINATE WITH SECTIONS ON A.4.500 (TYP) 3 5/8" METAL STUD FRAMING (TYP) DOUBLE 3 58" [92] 16GA. (MIN) METAL STUD POST TO SUPPORT HEADER ABOVE. (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 1 4 P M V 2 . 0 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT PLANA A.4.401 NOTE: SEE SHEET 'A.4.400' FOR CONTINUATION OF STOREFRONT PLAN NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. A.4.401 ST O R E F R O N T P L A N S E C T I O N NOTE: SEE SHEET 'A.1.400' FOR CONTINUATION OF STOREFRONT PLAN RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONA A.4.500 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONB A.4.500 1f FREE STANDING VIDEO MONITOR ASSEMBLY RECESSED LIGHT FIXTURE FURN BY TENANT INST. BY E.C. (A.0.200) 11'-0" [3353] A.F.F. MALLINTERIOR 5/8" [16] DRYWALL [P-1] 5/8" [16] DRYWALL PAINTED [P-2f] ROLLING GRILLE GUIDE PREFAB. ALUMINUM CHANNEL POWDER COATED WHITE WITH INTEGRAL COLOR CHANGING LED LIGHTING (TYP) MALL FINISHED FLOOR [B-1f] (TYP) ENTRY TILE [FC-2f] BLACK METAL REVEAL [M-1] KEY OPERATED SWITCH FURN & INST BY OTHERS. [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET C OF ROLLING GRILLEL LEASE LINE 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 3 #8 SCREWS (TYP) 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING STRUCTURAL MEMBER (TYP) HORIZ. 7/8" METAL HAT CHANNEL @ 16" [406] O.C. (TYP) TENANT FINISHED FLOORING [FC-1f] [M-2f] TRANSITION STRIP 12'-3" [3734] A.M.F. PRE-FINISHED [WD-1f] 1/2" [13] OAK PANELS (TYP) PRE-FINISHED1/2" [13] OAK PANELS (TYP) PRE-FINISHED CASING PROVIDED BY TENANT, INSTALLED BY G.C. (TYP) 5/8" [16] DRYWALL [P-1] [M-1f] SCHLUTER (TYP TOP & BOTTOM) DOUBLE 600S162-33 METAL STUD HEADER DOUBLE 600S162-33 METAL STUD HEADER DOUBLE 600S162-33 METAL STUD HEADER RECESSED LIGHT FIXTURE FURN BY TENANT INST. BY E.C. (A.0.200) 11'-0" [3353] A.F.F. MALL INTERIOR 5/8" [16] DRYWALL [P-1] 5/8" [16] DRYWALL PAINTED [P-2f] ROLLING GRILLE GUIDE PREFAB. ALUMINUM CHANNEL POWDER COATED WHITE WITH INTEGRAL COLOR CHANGING LED LIGHTING (TYP) MALL FINISHED FLOOR BLACK METAL REVEAL [M-1] [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET C OF ROLLING GRILLEL LEASE LINE 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 3 #8 SCREWS (TYP) 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING STRUCTURAL MEMBER (TYP) HORIZ. 7/8" METAL HAT CHANNEL @ 16" [406] O.C. (TYP) TENANT FINISHED FLOORING [FC-1f] 12'-3" [3734] A.M.F. PRE-FINISHED1/2" [13] OAK PANELS (TYP) PRE-FINISHED1/2" [13] OAK PANELS (TYP) PRE-FINISHED CASING PROVIDED BY TENANT, INSTALLED BY G.C. (TYP) 5/8" [16] DRYWALL [P-1] DOUBLE 600S162-33 METAL STUD HEADER DOUBLE 600S162-33 METAL STUD HEADER DOUBLE 600S162-33 METAL STUD HEADER STOREFRONT SIGN BEYOND ILLUMINATED STOREFRONT 'BURST' LOGO BEYOND [M-2f] TRANSITION STRIP [T-1f] OVER 5/8" [16] DRYWALL [T-2f] TILE FINISH OVER 5/8" [16] DRYWALL (TYP) [T-2f] TILE FINISH OVER 5/8" [16] DRYWALL (TYP) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) 1 5/8'' METAL STUD FRAMING (TYP) [T-2f] TILE FINISH OVER 5/8" [16] DRYWALL (TYP) [M-2f] TRANSITION STRIP 1 5/8'' METAL STUD FRAMING (TYP) [T-2f] TILE FINISH OVER 5/8" [16] DRYWALL (TYP) ENTRY TILE [FC-2f] [M-2f] TRANSITION STRIP [B-1f] (TYP) 16 ' - 0 " [ 4 8 7 7 ] 10 ' - 0 34" [ 3 0 6 7 ] 4'-11" [1499] 1" [25] 6'- 3 " [ 1 9 0 5 ] 1'- 4 12" [ 4 1 9 ] 3" [7 6 ] ±6" [153] 112" [38] 4'-31 2" [1308] 1' - 0 " [ 3 0 5 ] ± 34" [ 1 9 ] 11 ' - 0 " [ 3 3 5 3 ] 10" [254] 3'-0" [914] 1'-1" [330]1" [25] 5'-0" [1524] 16 ' - 0 " [ 4 8 7 7 ] 10 ' - 0 34" [ 3 0 6 7 ] 4'-11" [1499] 1" [25] 6'- 3 " [ 1 9 0 5 ] 1'- 4 12" [ 4 1 9 ] 3" [7 6 ] ±6" [153] 112" [38] 4'-31 2" [1308] ± 34" [ 1 9 ] 11 ' - 0 " [ 3 3 5 3 ] 10" [254] 3'-0" [914] 1'-1" [330]1" [25] 5'-0" [1524] 3 316" [81] 4" [102]134" [ 4 4 ] 4" [102] 16'-0" [4877] A.M.F.16'-0" [4877] A.M.F. 11'-5 1/4" [3486] A.F.F.11'-5 1/4" [3486] A.F.F. MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. 9'-0" [2743] A.M.F. 134" [ 4 4 ] 1f STOREFRONT SIGN BEYOND 1'- 7 12" [ 4 9 5 ] EQ EQ 1'- 7 12" [ 4 9 5 ] EQ EQ [M-1f] SCHLUTER (TYP TOP & BOTTOM) [T-1f] OVER 5/8" [16] DRYWALL [M-1f] SCHLUTER (TYP TOP & BOTTOM) [M-1f] SCHLUTER (TYP TOP & BOTTOM) 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE, SEE DETAIL C/A.4.510 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE, SEE DETAIL C/A.4.510 DOUBLE 600S162-33 METAL STUD HEADER DOUBLE 600S162-33 METAL STUD HEADER 362T150-33 TRACK @ JOIST & STUD ENDS W/ #8 SCREWS (TYP) 362T150-33 TRACK @ JOIST & STUD ENDS W/ #8 SCREWS (TYP) 1f [P-3f] APPLICATION NOTE: ·CLEAN SURFACE. ·LOCATE STRIPE PER DRAWING / DIMENSIONS. ·PREP SURFACE BY CAREFULLY MASKING**, AND SANDING STRIPE AREA ONLY. DO NOT SAND THE PRE-FINISHED SURFACE BEYOND THE OUTLINE OF THE STRIPE. ·APPLY [PR-1f]. ··IF [PR-1f] IS NOT AVAILABLE, THEN USE [PR-2f] ·APPLY [P-3f] AS INDICATED ON 'A.0.024' ** FROG TAPE BRAND MASKING TAPE MUST BE USED TO OUTLINE STRIPE AREA TO DELIVER SHARP LINES AND ELIMINATE PAINT BLEED. NO SUBSTITUTIONS ARE ALLOWED KEY NOTES: SIGN - FURN. BY SIGN CONSULTANT, INST. BY G.C. - SEE SHEET 'A.4.800' FOR MORE INFORMATION. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 2 0 P M V 2 . 0 A.4.500 ST O R E F R O N T V E R T I C A L SE C T I O N S RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 2 2 RE V I S E D P E R B D C O M M E N T S 2 03 / 1 1 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SECTIONA A.4.501 1f 362T125-33 METAL TRACK SECURELY FASTENED TO EXISTING STRUCTURAL MEMBER (TYP) 11'-0" [3353] A.F.F. 5/8" [16] DRYWALL PAINTED [P-2f] 362S162-33 METAL STUD FRAMING @ 16" [406] O.C. (TYP) HORIZ. 7/8" METAL HAT CHANNEL @ 16" [406] O.C. (TYP) INTERIOR TENANT FINISHED FLOORING [FC-1f] BULKHEAD 'B-f' (A.4.700) [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET MALL MALL FINISHED FLOOR [B-1f] (TYP) LEASE LINE STOREFRONT SIGN [M-1f] SCHLUTER (TYP TOP & BOTTOM) ILLUMINATED STOREFRONT 'BURST' LOGO PREFINISHED1/2" [13] OAK BOARDS (TYP) RECESSED LIGHT FIXTURE FURN BY TENANT INST. BY E.C. (A.0.200) C O F B U R S T L O G O L BLACK METAL REVEAL [M-1] DOUBLE 600S162-33 METAL STUD HEADER 1 5/8'' METAL STUD FRAMING (TYP) 712" [ 1 9 1 ] 10 ' - 4 1 2" [ 3 1 6 2 ] 2" [51] 6" [152] 6'- 3 " [ 1 9 0 5 ] 3" [7 6 ] 6" [152] 16 ' - 0 " [ 4 8 7 7 ] 11 ' - 5 14" [ 3 4 8 6 ] ± 3 4" [ 1 9 ] 4'-5" [1346] 6" [1 5 2 ] 16'-0" [4877] A.M.F. INTERIOR 'BURST' LOGO VARIES 5'- 0 " [ 1 5 2 4 ] 5/8" [16] DRYWALL PAINTED [P-2f] 9'-10" [2997] A.M.F. [WD-1f] (TYP) MALL BULKHEAD/SOFFIT SHOWN IS FOR SCHEMATIC PURPOSES ONLY. ALWAYS BUILD STOREFRONT CONSTRUCTION TO ACTUAL LEASE LINE. VERIFY WITH MALL MANAGEMENT PRIOR TO START OF ANY WORK. DOUBLE 600S162-33 METAL STUD HEADER [B-1f] (TYP) 1'- 7 12" [ 4 9 5 ] EQ EQ [M-1f] SCHLUTER (TYP TOP & BOTTOM) [T-1f] OVER 5/8" [16] DRYWALL [M-1f] SCHLUTER (TYP TOP & BOTTOM) 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" [1219] O.C. ATTACH BRACE TO STRUCTURE ABOVE, SEE DETAIL C/A.4.510 362T150-33 TRACK @ JOIST & STUD ENDS W/ #8 SCREWS (TYP) 1f [P-3f] APPLICATION NOTE: ·CLEAN SURFACE. ·LOCATE STRIPE PER DRAWING / DIMENSIONS. ·PREP SURFACE BY CAREFULLY MASKING**, AND SANDING STRIPE AREA ONLY. DO NOT SAND THE PRE-FINISHED SURFACE BEYOND THE OUTLINE OF THE STRIPE. ·APPLY [PR-1f]. ··IF [PR-1f] IS NOT AVAILABLE, THEN USE [PR-2f] ·APPLY [P-3f] AS INDICATED ON 'A.0.024' ** FROG TAPE BRAND MASKING TAPE MUST BE USED TO OUTLINE STRIPE AREA TO DELIVER SHARP LINES AND ELIMINATE PAINT BLEED. NO SUBSTITUTIONS ARE ALLOWED KEY NOTES: SIGN - FURN. BY SIGN CONSULTANT, INST. BY G.C. - SEE SHEET 'A.4.800' FOR MORE INFORMATION. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 2 3 P M V 2 . 0 A.4.501 ST O R E F R O N T V E R T I C A L SE C T I O N S 2 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] DIAGONAL BRACE DETAILD A.4.510 DIAGONAL BRACE, LOCATE BRACE @ 20'-0" [6096] O.C. 2 DIAGONALS, AS SHOWN, MIN. PER LENGTH OF WALL (2) #8 SCREWS (TYP) SCALE: 1'-0" = 1'-0" [1:1] TYPICAL HEADER DETAILA A.4.510 #8 SCREWS @ 12" [305] O.C. EACH SIDE 362T125-43 METAL TRACK (TYP) DOUBLE METAL JOIST HEADER, COORDINATE WITH A.4.500 FOR SIZE SCALE: 3" = 1'-0" [1:4] HEADER/POST DETAILB A.4.510 SCALE: 3" = 1'-0" [1:4] HEADER BRACE DETAILC A.4.510 (4) #8 SCREWS METAL STUDS 1 MIN / 1 1/2 MAX 1 LOCATE DIAGONAL STUD BRACE AT EACH HEADER/ POST INTERSECTION (C/A.4.510) 3" [76] X 3" [76] X 2 1/2" [64] LONG CLIP ANGLE (1) 3/8" [10]Ø HILTI KWIK BOLT TZ IN EXISTING CONCRETE FLOOR W/ MIN. 2 1/2" [64] EMBED, 2 SIDES DOUBLE METAL JOIST HEADER, COPE FLANGES @ STUD POST DOUBLE METAL JOIST HEADER (A/A.4.510) COPE FLANGES AND BEND WEB TO HEADER W/3 #8 SCREWS, MIN. HEAD Ø 5/16" [8] P1843 ADJUSTABLE BRACE W/ 1/2" [13] BOLT & WASHER 362S162-33 METAL STUD BRACE @ 4'-0" [1219] O.C. MAX. (UNLESS NOTED OTHERWISE) (12'-0" [3658] MAX. LENGTH) VERIFY SIZE AND LOCATION OF EXIST. STRUCTURE (6) #8 SCREWS EACH SIDE DOUBLE 362S162-54 16 GA. METAL STUD POST (B/A.2.400) DOUBLE 362S162-54 16 GA. METAL STUD POST PLAN VIEW SECTION 358" [92] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 2 4 P M V 2 . 0 A.4.510 ST O R E F R O N T D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 11'-0" [3353] A.F.F. P2 M3 T2 F6 M1 T4 M2 T5 M1 T4 OPEN EQEQ CL EQUALEQUAL S5 M1 T4 F5 T5 M1 T4 A.4.721 C S2 P1 P1P1 M1 T4 F4 M1 T4 S4 T5 3'- 4 " [ 1 0 1 6 ] F1 P4 F2 S3 T5 M1 T4 M3 P1 P1 OPEN OPEN 11'-0" [3353] A.F.F. FITTING ROOM EXISTING WALL EQ.EQ. CL OF SIGN S2 S1 M3 P1P2 FINISHED FLOOR T1 T2 SALES PARTITION SCALE: 1/4" = 1'-0" [1:50] ELEVATIONC A.4.600 AV1 S1 T1 A.4.720 E P2T2 11'-0" [3353] A.F.F. 8'-8" [2642] A.F.F. P1 OFFLINE SALES / AE SALES EXISTING WALL OFFLINE SALES / AERIE SALES PARTITION WALL 11'-0" [3353] A.F.F.D1 OPEN L OF MIRROR & BALLET BARRE C 4'-6" [1372] 3'-0" [914] 3'-0" [914] M4 F7 M4 M4 F6 FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FITTING ROOM EXISTING WALL OFFLINE SALES / AERIE SALES PARTITION WALL T2 T2 11'-0" [3353] A.F.F. P1 T1 T1 T1 SCALE: 1/4" = 1'-0" [1:50] ELEVATIONA A.4.600 SCALE: 1/4" = 1'-0" [1:50] ELEVATIONB A.4.600 SCALE: 1/4" = 1'-0" [1:50] ELEVATIOND A.4.600 SCALE: 1/4" = 1'-0" [1:50] ELEVATIONE A.4.600 M2 A A.4.501 P1 P1 P1 P1 T1 T1 T1 T1 P1 P1M2 T5 T1 T1 T1F4F4 M2 M2 P2 T2P1 M3 48"48"48" 48"48"48"48"48"48"48"48"48" LM-2_2 LM-4_C LM-2_2 LM-1_M 48"48"48" LM-5_C 48" 48"48"48"48"48"48"48"48"48"48"48"48"48"48" 48"48"48"48"48"48" 48"48"48" L-20.1 L- 2 _ A L-2 _ B L- 2 _ A L-2 _ B LM - 2 2 . 2 LM - 2 2 . 2 L-1 4 . 1 - 4 1 " W HA N G B A R S T O R A G E B I N RECEIVING/PROCESSING AREA PR O C E S S I N G T A B L E TR A S H C A N RE C E I V I N G 12'-3" [3734] L-5 _ C L-5_A STACKED 4A-10 STACKED L-1_A LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 I.D. BADGE STATION KEY NOTES TAG DESCRIPTION SHEET QTY AV1 D1 F1 F2 F4 F5 F6 F7 M1 M2 M3 M4 P1 P2 P4 S1 S2 S3 S4 S5 T1 T2 T4 T5 VIDEO SCREEN PANEL FURNISHED BY TENANT, INST. BY G.C. DRAPERY ROD & DRAPERY FURNISHED BY TENANT, INST. BY G.C. CASH & WRAP FURNISHED BY TENANT, INST. BY G.C. PEGBOARD PANELS FURNISHED BY TENANT, INST. BY G.C. 26" LEANING MIRROR FURNISHED BY TENANT, INST. BY G.C. 'H2O' WATER STATION FURNISHED BY TENANT, INST. BY G.C. CONVENT SHELVING ASSEMBLY FURNISHED BY TENANT, INST. BY G.C. PREFABRICATED BALLET BARRE FURNISHED BY TENANT, INST. BY G.C. PREFABRICATED DISPLAY WALL FURNISHED BY MILLWORK SUPPLIER, INST. BY G.C. PREFABRICATED EXPERIENCE MOMENT FURNISHED BY MILLWORK SUPPLIER, INST. BY G.C. PREFABRICATED PAVILION ASSEMBLY FURNISHED BY MILLWORK SUPPLIER, INST. BY G.C. MIRROR FRAMES PREFINISHED BY MILLWORK SUPPLIER MIRROR GLASS [GL-4] FURNISHED & INSTALLED BY G.C. 5/8" [16] DRYWALL [P-1], BY G.C. G.C. SHALL PAINT EVERYTHING ABOVE 11'-0" [3353] A.F.F. [P-2f] (DO NOT PAINT EQUIPMENT TAGS) 5/8" [16] DRYWALL [P-4f], BY G.C. ADA SIGNAGE FURNISHED BY OTHERS, INST. BY G.C. SEE A.0.170 FOR TYPE & QUANTITY "#GOINGOFFLINE" PAVILION SIGN FURNISHED BY SIGN VENDOR, INST. BY G.C. PEGBOARD CASH WRAP SIGN FURNISHED BY SIGN VENDOR, INST. BY G.C. "#AerieREAL" PASSTHROUGH SIGN FURNISHED BY SIGN VENDOR, INST. BY G.C. "#AEJeans" PASSTHROUGH SIGN FURNISHED BY SIGN VENDOR, INST. BY G.C. BASE TRIM 'A-f' PRE-PRIMED BY MILLWORK SUPPLIER, INST. BY G.C. WALL TRIM 'A-f' PRE-PRIMED BY MILLWORK SUPPLIER, INST. BY G.C. TRIM @ DISPLAY CASE BY MILLWORK SUPPLIER, INSTALLED BY G.C. TRIM @ EXPERIENCE MOMENT BY MILLWORK SUPPLIER, INSTALLED BY G.C. A.4.752 A.0.225 F.4.800 F.4.400 F.4.400 F.4.400 F.4.400 F.4.400 A.4.740 A.4.745 A.4.750 A.4.751 A.0.024 A.0.024 A.0.024 A.0.170 A.4.801 A.4.801 A.4.801 A.4.801 A.4.700 A.4.700 A.4.700 A.4.700 1 1 1 1 3 1 1 1 7 5 1 3 0 0 0 0 1 1 1 1 0 0 0 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 3 4 P M V 2 . 0 A.4.600 IN T E R I O R E L E V A T I O N S A A.4.600 B A.4.600 C F.4.400 D A.4.600 E A.4.600 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING NOTE: G.C. SHALL PATCH, PREP & FINISH ALL NEW AND EXISTING EXPOSED DRYWALL SURFACES TO ACCEPT PAINT FINISH, MINIMUM LEVEL 4 FINISH. NO SCALE ELEVATION KEY RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3" = 1'-0" [1:4] BASE TRIM DETAILSB A.4.700 [WD-1] [P-1] PRE-PRIMED WHITE NOTE: G.C. SHALL PAINT ALL EXPOSED BASE CUTS [P-1] STOREFRONT BULKHEAD PRE-FINISHED OAK BULKHEAD ASSEMBLY [WD-3] CLEAT SECURED TO STOREFRONT BULKHEAD SCALE: 3" = 1'-0" [1:4] BULKHEAD DETAILSA A.4.700 FACE OF DEMISING WALL OR FURRED-OUT PARTITION WALL TRIM 'A-f' (A.4.700) WALL CLEAT, SHIPPED LOOSE CONTINUOUS 1/4" [6] THICK STEEL BARN DOOR RAIL HARDWARE PRE-FINISHED WHITE, WITH 1" [25] STAND-OFFS SCALE: 3" = 1'-0" [1:4] TRIM @ DISPLAY CASED A.4.700 PREFAB DISPLAY WALL (A.4.740) 11'-0" [3353] A.F.F. SCALE: 3" = 1'-0" [1:4] TRIM @ EXPERIENCE MOMENTE A.4.700 PREFAB. EXPERIENCE MOMENT (A.4.745) FACE OF DEMISING WALL OR FURRED-OUT PARTITION CONTINUOUS 1/4" [6] THICK STEEL BARN DOOR RAIL HARDWARE PRE-FINISHED WHITE, WITH 1" [25] STAND-OFFS 11'-0" [3353] A.F.F.11'-0" [3353] A.F.F.11'-0" [3353] A.F.F. PREFAB. BULKHEAD ASSEMBLY [P-1] FACE OF DEMISING WALL OR FURRED-OUT PARTITION 11'-0" [3353] A.F.F. [WD-2] [P-1] PRE-PRIMED WHITE [WD-1] [P-5f] PRE-PRIMED BLACK NOTE: G.C. SHALL PAINT ALL EXPOSED BASE CUTS [P-5f] FACE OF FITTING ROOM PARTITION 8'-8" [2642] A.F.F. WALL TRIM 'A-f' (A.4.700) [WD-2] [P-1] PRE-PRIMED WHITE BASE TRIM 'A-f'BASE TRIM 'B-f' SCALE: 3" = 1'-0" [1:4] WALL TRIM DETAILSC A.4.700 WALL TRIM 'A-f'WALL TRIM 'B-f' 312" [ 8 9 ] 38" [10] 6" [152]2" [51] 712" [ 1 9 1 ] 6" [152] 3" [ 7 6 ] 412" [ 1 1 4 ] 4" [102] 1 4" [6]1" [25] 43 4" [121] 14" [6] 1" [25] 3" [ 7 6 ] 412" [ 1 1 4 ] 43 4" [121] 14" [6] 1" [25] 712" [ 1 9 0 ] 34" [19] 712" [1 9 1 ] 34" [19] 312" [ 8 9 ] 38" [10] 312" [8 9 ] 3 4" [19] CONTINUOUS 1/4" [6] THICK STEEL BARN DOOR RAIL HARDWARE PRE-FINISHED WHITE, WITH 1" [25] STAND-OFFS WALL TRIM 'A-f' (A.4.700) 3" [ 7 6 ] 412" [ 1 1 4 ] FACE OF DEMISING WALL OR FURRED-OUT PARTITION BULKHEAD 'A-f' BULKHEAD 'B-f' SCALE: 1 1/2" = 1'-0" [1:8] DECORATIVE COLUMN ENCLOSUREF A.4.700 SCALE: 1 1/2" = 1'-0" [1:8] DECORATIVE COLUMN ENCLOSURE ELEVATIONG A.4.700 FINISHED FLOOR BASE TRIM 'A-f' (A.4.700) EXISTING STRUCTURAL COLUMN, CONFIGURATION MAY VARY (V.I.F.) BASE TRIM 'A-f' (A.4.700) (TYP) METAL STUD FRAMING, COORDINATE WITH A.0.100 11'-0' [3353] A.F.F. 5/8" [16] DRYWALL ABOVE 11'-0" [3353] [P-2f] 5/8" [16] DRYWALL (TYP) [WD-1f] (TYP) [WD-1f] (TYP) 6'-3' [1905] A.F.F. G A.4.700 [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET MIN REQ'D MI N R E Q ' D 3" [7 6 ] MIN REQ'D AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 3 6 P M V 2 . 0 A.4.700 TR I M , C O L U M N A N D MI S C E L L A N E O U S D E T A I L S NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. 3.THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. [P-3f] APPLICATION NOTE: ·CLEAN SURFACE. ·LOCATE STRIPE PER DRAWING / DIMENSIONS. ·PREP SURFACE BY CAREFULLY MASKING**, AND SANDING STRIPE AREA ONLY. DO NOT SAND THE PRE-FINISHED SURFACE BEYOND THE OUTLINE OF THE STRIPE. ·APPLY [PR-1f]. ··IF [PR-1f] IS NOT AVAILABLE, THEN USE [PR-2f] ·APPLY [P-3f] AS INDICATED ON 'A.0.024' ** FROG TAPE BRAND MASKING TAPE MUST BE USED TO OUTLINE STRIPE AREA TO DELIVER SHARP LINES AND ELIMINATE PAINT BLEED. NO SUBSTITUTIONS ARE ALLOWED NOTE: ALL PREFAB. COMPONENTS SHOWN ON THIS SHEET ARE FURNISHED PRE-PRIMED BY TENANT MILLWORK SUPPLIER, INSTALLED AND FIELD PAINTED BY G.C., UNLESS NOTED OTHERWISE. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONA A.4.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONB A.4.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONC A.4.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIOND A.4.720 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM ELEVATIONE A.4.720 L OF ROOM, PENDANT & MIRROR C LINE OF BLOCKING WITHIN PARTITION (SHOWN HIDDEN) (TYP) OPEN WALL TRIM 'B-f' (A.4.700) (TYP) 8'-8" [2642] A.F.F.8'-8" [2642] A.F.F.8'-8" [2642] A.F.F. BASE TRIM 'A-f' (A.4.700) WALL TRIM 'A-f' (A.4.700) WALL TRIM 'A-f' (A.4.700) FITTING ROOM PEG ASSEMBLY (A.4.720) (TYP) 5/8" [16] DRYWALL [P-1] (TYP) 5/8" [16] DRYWALL [P-2f] ABOVE 11'-0" [3353] A.F.F. (TYP) DOOR BUMPER, FURN. BY TENANT, INST. BY G.C. PREFAB. FRAMED FITTING ROOM QUOTE (A.4.801) BASE TRIM 'A-f' (A.4.700) OPEN OPEN CALL BUTTON & I.D. KNOB (A.4.720) 5/8" [16] DRYWALL [P-1] (TYP) WALL TRIM 'B-f' (A.4.700) (TYP) WALL TRIM 'B-f' (A.4.700) (TYP) WALL TRIM 'A-f' (A.4.700) 5/8" [16] DRYWALL [P-1] BEYOND (TYP) 5/8" [16] DRYWALL [P-1] (TYP) [WD-1f] 5/8" [16] DRYWALL [P-1] (TYP) BASE TRIM 'A-f' (A.4.700) PREFINISHED OAK DOOR PREFINISHED OAK DOOR FITTING ROOM PEG ASSEMBLY (A.4.720) 4' - 0 " [ 1 2 1 9 ] 3" [ 7 6 ] [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET IF NOT PREFINISHED FROM VENDOR 5' - 0 " [ 1 5 2 4 ] 8" [203] 3' - 4 " [ 1 0 1 6 ] 4' - 0 " [ 1 2 1 9 ] 5/8" [16] DRYWALL [P-2f] ABOVE 11'-0" [3353] A.F.F. (TYP)5/8" [16] DRYWALL [P-2f] ABOVE 11'-0" [3353] A.F.F. (TYP) WALL MOUNTED MIRROR (A.4.720) FURN. BY MILLWORK SUPPLIER, INST. BY G.C. WALL MOUNTED MIRROR (A.4.720) FURN. BY MILLWORK SUPPLIER, INST. BY G.C. CALL BUTTON BY OTHERS (TYP) 5/8" [16] DRYWALL [P-1] (TYP) OPEN 8'-8" [2642] A.F.F. 11'-0" [3353] A.F.F.11'-0" [3353] A.F.F.11'-0" [3353] A.F.F.11'-0" [3353] A.F.F. 8'-8" [2642] A.F.F. 11'-0" [3353] A.F.F. CL OF ROOM, PENDANT AND PEG ASSEMBLY CL OF ROOM, PENDANT AND FRAME SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM PLANF A.4.720 A A.4.720 B A.4.720 D A.4.720 C A.4.720 E A.4.720 8" [2 0 3 ] 16" [406] ROUND STOOL, FURNI. BY TENANT, PLACED BY G.C. G.C. TO PROVIDE BLOCKING WITHIN PARTITION FOR MOUNTING OF FITTING ROOM FIXTURES (TYP) WALL MOUNTED MIRROR (A.4.720) FURN. BY MILLWORK SUPPLIER, INST. BY G.C. BASE TRIM 'A-f' BELOW (A.4.700) (TYP) CALL BUTTON BY OTHERS (TYP) PREFAB. FRAMED FITTING ROOM QUOTE (A.4.801) FITTING ROOM PEG ASSEMBLY (A.4.720) 4" [102] [WD-1f] AT BACK WALL 5/8" [16] DRYWALL [P-1] (TYP) 5/8" [16] DRYWALL [P-1] (TYP) SCALE: 3" = 1'-0" [1:4] WALL MOUNTED MIRROR PLAN AA A.4.720 BB A.4.720 1/2" [13] BACKER BOARD (TYP) 1/4" [6] GLASS MIRROR [GL-4] BY G.C. (TYP) G.C. SHALL INSTALL 1/4" [6] WHITE TRIM (SHIPPED LOOSE) ON THE SIDE OF THE H.C. FITTING ROOM MIRROR THAT IS VISIBLE FROM DOORWAY OPENING. WHITE POWDER COATED ALUMINUM FRAME DIMMABLE LED BACK LIGHTING (TYP) MOUNTING SURFACE 2" [5 1 ] 1516 " [3 3 ] 34" [19] 31 2" [89]312" [89] 2'-0" [610] 1 8" [3]2'-03 8" [619]116" [2]1 8" [3]1 16" [2] AA A.4.720 5'- 1 1 58" [ 1 8 1 9 ] 6' - 0 " [ 1 8 2 9 ] 1' - 6 " [ 4 5 7 ] SCALE: 3" = 1'-0" [1:4] WALL MOUNTED MIRROR SECTIONBB A.4.720 DIMMABLE LED BACK LIGHTING (TYP) 1/2" [13] BACKER BOARD (TYP) 1/4" [6] GLASS MIRROR [GL-4] BY G.C. (TYP) 5 1/2" [140] A.F.F. MOUNTING SURFACE 3 4" [ 1 9 ] 18" [ 3 ] 116 " [ 2 ] 6" [ 1 5 2 ] 1'- 9 " [ 5 3 3 ] WHITE POWDER COATED ALUMINUM FRAME DIMMABLE LED BACK LIGHTING (TYP) WOOD CLEAT PRE-INSTALLED BY MILLWORK VENDOR (TYP) 1'- 9 " [ 5 3 3 ] 814" [ 2 1 0 ] 2" [51] 1 5 16" [33]18" [ 3 ] 6" [ 1 5 2 ] 3 4" [ 1 9 ] 1 16 " [ 2 ] 212" [64] SCALE: 6" = 1'-0" [1:2] COAT PEG DETAILG A.4.720 PREFAB. OAK FITTING ROOM PEG ON WHITE MOUNTING PLATE, FURN. BY MILLWORK, INST. BY G.C. (TYP) BLOCKING BEHIND DRYWALL FURN & INST. BY G.C. METAL STUD AND DRYWALL PARTITION PREFINISHED OAK MOUNTING BOARD FURN. BY MILLWORK, INST. BY G.C. SCALE: 3" = 1'-0" [1:4] CALL BUTTON / I.D. KNOB DETAILCC A.4.720 FITTING ROOM CALL BUTTON ON PASSAGE SIDE L OF CALL BUTTON & KNOB C KNOB FOR CUSTOMER I.D. (TBD), FURN BY TENANT, INST BY G.C. EDGE OF DOOR JAMB ASSEMBLY FITTING ROOM DOOR LATCH SIDE PASSAGE SIDE CALL BUTTON LOGO BY SIGN VENDOR (A.4.801) 4" [ 1 0 2 ] 4" [102]5'- 0 " [ 1 5 2 4 ] A. F . F . NOTE: THIS DETAIL FOR STANDARD FITTING ROOMS ONLY. SEE A.4.721 FOR CALL BUTTON DETAIL AT ACCESS. FITTING ROOM SCALE: 1 1/2" = 1'-0" [1:8] ACCESS. FITTING ROOM PEG ASSEMBLYH2 A.4.720 PREFINISHED 3/4" [19] x 8" [203] x 24 1/2" [622] OAK MOUNTING BOARD, FURN. BY MILLWORK, INST. BY G.C. (TYP)G.C. SHALL INSTALL WITH 2" FLATHEAD SCREWS AT PREDRILLED COUNTER SUNK HOLES. (TYP) 2'-012" [622] PEG SCREWS WHITE POWDER COATED PHILIPS HEAD, 3/4" LONG, BY MILLWORK (TYP) OFFLINE FITTING ROOM PEG, FURN. BY MILLWORK, INSTALLED BY G.C. 8" [2 0 3 ] EQ 10" [254] 10" [254] EQ 112" [ 3 8 ] 5" [1 2 7 ] 112" [ 3 8 ] 1" [ 2 5 ] 6" [1 5 2 ] 1" [ 2 5 ] 1" [25] 1114" [286] 1114" [286]1" [25] SCALE: 1 1/2" = 1'-0" [1:8] FITTING ROOM PEG ASSEMBLYH A.4.720 PREFINISHED 3/4" [19] x 8" [203] x 34 1/2" [876] OAK MOUNTING BOARD, FURN. BY MILLWORK, INST. BY G.C. (TYP)G.C. SHALL INSTALL WITH 2" FLATHEAD SCREWS AT PREDRILLED COUNTER SUNK HOLES. (TYP) 2'-1012" [876] PEG SCREWS WHITE POWDER COATED PHILIPS HEAD, 3/4" LONG, BY MILLWORK (TYP) OFFLINE FITTING ROOM PEG, FURN. BY MILLWORK, INSTALLED BY G.C. 8" [2 0 3 ] EQ 10" [254] EQ 112" [ 3 8 ] 5" [1 2 7 ] 112" [ 3 8 ] 1" [ 2 5 ] 6" [1 5 2 ] 1" [ 2 5 ] 1" [25] 1'-41 4" [413] 1'-41 4" [413]1" [25] 10" [254] 10" [254] 4/ 1 1 / 2 0 2 5 3 : 3 4 : 4 2 P M V 2 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.4.720 FI T T I N G R O O M D E T A I L S & E L E V A T I O N S [P-3f] APPLICATION NOTE: ·CLEAN SURFACE. ·LOCATE STRIPE PER DRAWING / DIMENSIONS. ·PREP SURFACE BY CAREFULLY MASKING **, AND SANDING STRIPE AREA ONLY. DO NOT SAND THE PRE-FINISHED SURFACE BEYOND THE OUTLINE OF THE STRIPE. ·APPLY [PR-1f]. ··IF [PR-1f] IS NOT AVAILABLE, THEN USE [PR-2f] ·APPLY [P-3f] AS INDICATED ON 'A.0.024' ** FROG TAPE BRAND MASKING TAPE MUST BE USED TO OUTLINE STRIPE AREA TO DELIVER SHARP LINES AND ELIMINATE PAINT BLEED. NO SUBSTITUTIONS ARE ALLOWED NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. 3.THESE ELEVATIONS ARE FOR SCHEMATIC PURPOSES ONLY. PLEASE REFER TO THE A.0.140 FOR ACTUAL LOCATION OF INTERIOR FITTING ROOM COMPONENTS. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM PLANF A.4.721 C A.4.720 B A.4.720 D A.4.720 A A.4.720 E A.4.721 L OF BENCH & MIRROR C ACCESS. FITTING ROOM BENCH (A.4.721), FURN. BY TENANT, INST. BY G.C. 30" [762] X 48" [1321] CLEAR FLOOR SPACE PREFAB. FRAMED ACCESS. FITTING ROOM QUOTE (A.4.801) ADA SIGNAGE (A.0.170) 4'-0" [1220] 2' - 0 " [ 6 1 0 ] 2'-0" [610] 1'-0" [305] 6" [152] 6" [ 1 5 2 ] BASE TRIM 'A-f' BELOW (A.4.700) (TYP) 1'- 4 " [ 4 0 6 ] 18" WHITE GRAB BAR, FURN. BY TENANT, INST. BY G.C. (TYP) CALL BUTTON BY OTHERS (TYP) CALL BUTTON BY OTHERS (TYP) WALL MOUNTED MIRROR (A.4.720) FURN. BY MILLWORK SUPPLIER, INST. BY G.C. G.C. TO PROVIDE BLOCKING WITHIN PARTITION FOR MOUNTING OF FITTING ROOM FIXTURES (TYP)9" [229] FITTING ROOM PEG ASSEMBLY (A.4.720) (TYP) 60" SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONA A.4.721 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONB A.4.721 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONC A.4.721 SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIOND A.4.721 G A.4.721 H A.4.721 ACCESSIBLE FITTING ROOM BENCH (A.4.721) L OF BENCH & MIRROR C 5/8" [16] DRYWALL [P-1] (TYP) 1' - 5 " [ 4 3 2 ] 2'-0" [610] OPEN WALL TRIM 'A-f' (A.4.700) OPEN 8'-8" [2642] A.F.F. 18" WHITE GRAB BAR, FURN. BY TENANT, INST. BY G.C. (TYP) 2'- 6 " [ 7 6 2 ] 5/8" [16] DRYWALL [P-1] (TYP) BASE TRIM 'A-f' (A.4.700) G.C. SHALL SECURE BENCH TO WALL THRU PREDRILLED MOUNTING HOLES IN BACK OF BENCH FITTING ROOM PEG ASSEMBLY (A.4.720) (TYP) 4'-0" [1219] 2'-0" [610] 6" [152] 1'-4" [406] 3'- 2 " [ 9 6 5 ] 3'- 2 " [ 9 6 5 ] EQEQ 1'-0" [304] 3'- 4 " [ 1 0 1 6 ] 6" [152] 2'- 6 " [ 7 6 2 ] 5/8" [16] DRYWALL [P-1] (TYP) WALL TRIM 'B-f' (A.4.700) (TYP) BASE TRIM 'A-f' (A.4.700) WALL TRIM 'B-f' (A.4.700) (TYP) PREFAB. FRAMED ACCESS. FITTING ROOM QUOTE (A.4.801) 5/8" [16] DRYWALL [P-1] (TYP) WALL TRIM 'A-f' (A.4.700) FITTING ROOM PEG ASSEMBLY (A.4.720) (TYP) WALL TRIM 'A-f' (A.4.700) 5/8" [16] DRYWALL [P-1] (TYP) 5/8" [16] DRYWALL [P-2f] ABOVE 11'-0" [3353] A.F.F. (TYP)5/8" [16] DRYWALL [P-2f] ABOVE 11'-0" [3353] A.F.F. (TYP) 4'- 0 " [ 1 2 2 0 ] [WD-1f] PREFINISHED OAK DOOR LINE OF BLOCKING WITHIN PARTITION (SHOWN HIDDEN) (TYP) WALL MOUNTED MIRROR (A.4.720) FURN. BY MILLWORK SUPPLIER, INST. BY G.C. CALL BUTTON BY OTHERS (TYP) 11'-0" [3353] A.F.F. 8'-8" [2642] A.F.F. 11'-0" [3353] A.F.F. 8'-8" [2642] A.F.F. 11'-0" [3353] A.F.F. 8'-8" [2642] A.F.F. 11'-0" [3353] A.F.F. CL SCALE: 1 1/2" = 1'-0" [1:8] ACCESSIBLE BENCH ELEVATIONG A.4.721SCALE: 1 1/2" = 1'-0" [1:8] ACCESSIBLE BENCH SECTIONH A.4.721 FITTING ROOM PARTITION PREFAB. ACCESSIBLE BENCH PREDRILLED MOUNTING HOLES (TYP OF 3) G.C. SHALL BOLT/SCREW ACCESSIBLE BENCH TO THE WALL USING PREDRILLED MOUNTING HOLES, SECURED INTO BLOCKING PROVIDED BY G.C. ENSURE THAT LONG SIDE OF BENCH IS TIGHT TO WALL. 2'-0" [610] 1'- 5 " [ 4 3 2 ] 1'- 5 " [ 4 3 2 ] BLOCKING AS REQUIRED BY G.C. SCALE: 1 1/2" = 1'-0" [1:8] SCHEMATIC ISOMETRIC @ ACCESSIBLE BENCHJ A.4.721 PREDRILLED MOUNTING HOLES (TYP OF 3) H.C. ACCESSIBLE BENCH INSTALLATION INSTRUCTIONS (1.) G.C. SHALL BOLT/SCREW ACCESSIBLE BENCH FRAME TO THE WALL THRU THE PREDRILLED MOUNTING HOLES INTO BLOCKING PROVIDED BY G.C. ENSURE THAT LONG SIDE OF BENCH IS TIGHT TO WALL. NO GAP! (2.) G.C. SHALL SCREW BENCH TOP (NOT SHOWN) ONTO FRAME. SCALE: 3/4" = 1'-0" [1:16] ACCESSIBLE FITTING ROOM ELEVATIONE A.4.721 OPEN OPEN 8'-8" [2642] A.F.F. ACCESSIBLEFITTING ROOM ADA SIGNAGE (A.0.171) ACCESS. FITTING ROOM CALL BUTTON I.D. KNOB EQEQ 5'-0" [1676] A.F.F.4" [ 1 0 2 ] 5/8" [16] DRYWALL [P-1] (TYP) WALL TRIM 'B-f' (A.4.700) (TYP) PREFINISHED OAK DOOR 4'- 0 " [ 1 2 1 9 ] 3" [ 7 6 ] [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET IF NOT PREFINISHED FROM VENDOR BASE TRIM 'A-f' (A.4.700) 4/ 1 1 / 2 0 2 5 3 : 3 4 : 4 4 P M V 2 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 A.4.721 AC C E S S . F I T T I N G R O O M DE T A I L S & E L E V A T I O N S NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. 3.THESE ELEVATIONS ARE FOR SCHEMATIC PURPOSES ONLY. PLEASE REFER TO THE A.0.140 FOR ACTUAL LOCATION OF INTERIOR FITTING ROOM COMPONENTS. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. [P-3f] APPLICATION NOTE: ·CLEAN SURFACE. ·LOCATE STRIPE PER DRAWING / DIMENSIONS. ·PREP SURFACE BY CAREFULLY MASKING**, AND SANDING STRIPE AREA ONLY. DO NOT SAND THE PRE-FINISHED SURFACE BEYOND THE OUTLINE OF THE STRIPE. ·APPLY [PR-1f]. ··IF [PR-1f] IS NOT AVAILABLE, THEN USE [PR-2f] ·APPLY [P-3f] AS INDICATED ON 'A.0.024' ** FROG TAPE BRAND MASKING TAPE MUST BE USED TO OUTLINE STRIPE AREA TO DELIVER SHARP LINES AND ELIMINATE PAINT BLEED. NO SUBSTITUTIONS ARE ALLOWED Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1/2" = 1'-0" [1:25] ROLLING GRILLE DETAILS1f MOTOR OPERATOR MOTORIZED METAL ROLLING GRILLE WITH EMERGENCY PULL STATION. BOTTOM RAIL & GUIDES TO BE PREFINISHED WHITE BY GRILLE PROVIDER NOTE: ROLLING GRILLE MOTOR MUST BE SET TO CONSTANT PRESSURE FOR KEY SWITCH OPERATOR. +/ - CO O R D I N A T E W I T H ' A . 4 . 5 0 0 ' S E R I E S O F D R A W I N G S 15'-0" [4572] CLEAR OPENING BETWEEN GUIDES ELEVATION (MALL SIDE) NOTE: COORDINATE WITH A.0.200 AND LOCATION OF ACCESS PANEL TO DETERMINE MOTOR LOCATION SCALE: 1/2" = 1'-0" [1:25] ROUGH OPENING DETAILAA A.4.730 WO O D J A M B R . O . = F I N I S H E D D O O R H E I G H T + 2 " ME T A L J A M B R . O . = F I N I S H E D D O O R H E I G H T + 1 " R.O. = FINISHED DOOR WIDTH + 2" SCALE: 1/2" = 1'-0" [1:25] DOOR DETAILS2f S-LABEL SMOKE SEAL (MIN. 20 MINUTE SMOKE RATING) PEMKO S44W "SILICONSEAL" TRIMCO 1562-630 SATIN STAINLESS STEEL FINISH 2 3/4" [70] PASSAGE PUSH/PULL (HOSPITAL SET, PADDLE FACES UP ON SALES AREA SIDE & DOWN ON STOCK SIDE) CR441 US32D SATIN STAINLESS STEEL DOOR CLOSURE (MOUNT ON SALES SIDE OF DOOR) CAL-ROYAL BB31 US32D 4 1/2" [114] X 4 1/2" [114] NRP BALL BEARING HINGE BEYOND (TYP OF 3) DON-JO #90 8" [203] x 34" [864] 4BE x 630 SATIN STAINLESS STEEL KICK PLATE 3'-0" [914] 7'- 0 " [2 1 3 4 ] 1" [ 2 5 ] 8" [ 2 0 3 ] 1" [25] 2'-10" [864] 1" [25] 3'- 4 " [ 1 0 1 6 ] NOTE: G.C. SHALL ADJUST CLOSURE TO LIMIT OPENING FORCE TO (5) FIVE POUNDS. ELEVATION (SALES AREA OR SEATING SIDE) SOLID CORE FIRE RATED WOOD DOOR. APPLIED CHARACTER GRADE OAK VENEER, NATURAL FINISH (SALES SIDE) CASING PRE-ROUTED TO ACCEPT METAL JAMB ASSEMBLY [P-2] WHITE BURST LOGO BY SIGN VENDOR (A.4.801) 5' - 0 " [1 5 2 4 ] PUSH PULL HANDLE EXTENSION AS MANUFACTURED BY ABH MANUFACTURING INC. (X SERIES) 1" [ 2 5 ] 8" [ 2 0 3 ] SCALE: 1 1/2" = 1'-0" [1:8] JAMB DETAIL2f S-LABEL SMOKE SEAL (MIN. 20 MINUTE SMOKE RATING) - PEMKO S44W "SILICONSEAL" METAL STUD NAILER FURN. BY TENANT, INST. BY G.C. 5/8" [16] DRYWALL 1 1/2" [38] X 6 1/4" [159] PREFABRICATED METAL JAMB ASSEMBLY [P-2] 1/2" [13] X 1" [25] METAL STOP PAINTED TO MATCH JAMB STOCK ROOM OR CORRIDOR SALES OR SEATING AREA PRE-PRIMED 3/4" x 3" WOOD CASING [WD-1] ROUTED TO ACCEPT HOLLOW METAL JAMB G.C. TO FIELD PAINT [P-2] STOCK ROOM DOOR [P-2] STOCK SIDE, SALES SIDE PREFINISHED 5/8" [16] DRYWALL 1 4" [6] 3" [76] ELEVATION (PASSAGE SIDE) OPEN 8'- 4 12" [ 2 5 5 3 ] 8'- 8 " [ 2 6 4 2 ] 3'-0" [914]3'-0" [914] 5'- 8 " [ 1 7 2 7 ] 6'- 8 " [ 2 0 3 2 ] 1' - 0 " [3 0 5 ] 3'- 4 " [1 0 1 6 ] PRE-PRIMED 3/4" [19] x 3" [76] WOOD DOOR CASING [WD-1] [P-1] (TYP) ELEVATION (FITTING ROOM SIDE) OPEN FITTING ROOM WALL TRIM FITTING ROOM WALL TRIM PREFINISHED CHARACTER GRADE SOLID OAK DOOR (PREHUNG & PREMACHINED) 3 1/2" [89] X 3 1/2" [89] STANDARD HINGE, US4 SATIN BRASS FINISH (MIDDLE HINGE ONLY) 3 1/2" [89] X 3 1/2" [89] SPRING HINGES #RC1252, US4 SATIN BRASS FINISH (TYP AT TOP AND BOTTOM HINGES) [P-3f] PAINTED STRIPE, SEE APPLICATION NOTES THIS SHEET, COORDINATE WITH ELEVATIONS ON A.4.720 & A.4.721 PDQ #GP176 MIA - US4 SATIN BRASS PRIVACY 2 3/4" [70] LEVER LOCKSET (T.B.D.) SCALE: 1/2" = 1'-0" [1:25] DOOR DETAILS6f PRE-PRIMED 3/4" [19] x 3" [76] WOOD DOOR CASING [WD-1] [P-1] (TYP) FITTING ROOM PASSAGE 3" [76] 1 4" [6] FITTING ROOM DOOR 3 4" [ 1 9 ] 5/8" [16] DRYWALL (TYP) BASE BELOW (TYP) SCALE: 1 1/2" = 1'-0" [1:8] JAMB DETAIL6f PRE-PRIMED WOOD CASING [WD-1] [P-1] PRE-PRIMED WOOD JAMB [WD-1] [P-1] PRE-PRIMED DOOR STOP [WD-1] [P-1] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 4 7 P M V 2 . 0 A.4.730 INITIALS DO O R E L E V A T I O N S & DE T A I L S NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING. NOTE: DOOR DETAILS SHOWN ARE FOR SCHEMATIC PURPOSES ONLY. CHECK FLOOR PLAN FOR ALL SIZES AND SWINGS. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR, FRAME AND HARDWARE FURN. BY TENANT, INST. BY G.C. ROCKWOOD #409-26D WALL BUMPER TO BE INSTALLED ON PERPENDICULAR WALL ADJACENT TO HINGES. [P-3f] APPLICATION NOTE: ·CLEAN SURFACE. ·LOCATE STRIPE PER DRAWING / DIMENSIONS. ·PREP SURFACE BY CAREFULLY MASKING **, AND SANDING STRIPE AREA ONLY. DO NOT SAND THE PRE-FINISHED SURFACE BEYOND THE OUTLINE OF THE STRIPE. ·APPLY [PR-1f]. ··IF [PR-1f] IS NOT AVAILABLE, THEN USE [PR-2f] ·APPLY [P-3f] AS INDICATED ON 'A.0.024' ** FROG TAPE BRAND MASKING TAPE MUST BE USED TO OUTLINE STRIPE AREA TO DELIVER SHARP LINES AND ELIMINATE PAINT BLEED. NO SUBSTITUTIONS ARE ALLOWED Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 OPENING DETAILS SCALE: AS SHOWN7f ℄ OF OPENING & SIGN ELEVATION OPEN N.T.S. (OFFLINE SIDE) FINISHED FLOOR ELEVATION N.T.S. (AERIE SIDE) OPEN FINISHED FLOOR DRYWALL BELOW 3'-6" [1067] SHALL BE [P-1a] (TYP) DRYWALL [P-1] ABOVE 3'-6" A.F.F. (TYP) 8'- 8 " [ 2 6 4 2 ] 8'- 8 " [ 2 6 4 2 ] G.C. SHALL PAINT EVERYTHING ABOVE 11'-0" A.F.F. [P-2e] (DO NOT PAINT EQUIPMENT TAGS)11'-0" [3353] A.F.F. WALL TRIM 'A' [P-2a], (TYP) (A.2.700) ℄ OF OPENING & SIGN ACRYLIC LETTERS (A.2.800) ACRYLIC LETTERS (A.4.801) E WOOD JAMB ASSEMBLY [WD-11a] [P-2a] WOOD JAMB ASSEMBLY [WD-11a] [P-2a] 6'-0" [1829] E ℄ O F SI G N EQ EQ EQ EQ ℄ O F SI G N BULKHEAD/TRIM ASSEMBLY (TYP), SEE A/A.4.700 FOR DETAIL 6'-0" [1829] EE DRYWALL [P-1f] (TYP) BASE TRIM 'A' BELOW 31 2" [89] 14" [6] JAMB DETAIL SCALE: 1 1/2" = 1'-0" [1:8] PREFINISHED WOOD CASING [P-1] PREFINISHED WOOD TRIM [P-1] 3 4" [ 1 9 ] VA R I E S SE E F L O O R P L A N 5/8" [16] DRYWALL FINISH VARIES (TYP) 7f OFFLINE SALES AREA AE SALES AREA NOTE: IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM & WALL PRIOR TO PAINTING. NOTE: DOOR DETAILS SHOWN ARE FOR SCHEMATIC PURPOSES ONLY. CHECK FLOOR PLAN FOR ALL SIZES AND SWINGS. NOTE: EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR, FRAME AND HARDWARE FURN. BY TENANT, INST. BY G.C. ROCKWOOD #409-26D WALL BUMPER TO BE INSTALLED ON PERPENDICULAR WALL ADJACENT TO HINGES. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 4 8 P M V 2 . 0 A.4.731 INITIALS DO O R E L E V A T I O N S & DE T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] ELEVATION DETAILA A.4.740 10 ' - 4 1 2" [ 3 1 6 2 ] 312" [8 9 ] C A.4.740 SCALE: 1 1/2" = 1'-0" [1:8] PLAN SECTIONB A.4.740 SCALE: 1 1/2" = 1'-0" [1:8] SECTION DETAILC A.4.740 312" [8 9 ] B A.4.740 FINISHED FLOOR LINE 10 ' - 4 1 2" [ 3 1 6 2 ] 10'-1" [3073] LONG CONCEALED SLOTTED INSERT, PRE-INST. BY MILLWORK SUPPLIER (TYP) 4" [102] FACE OF DEMISING WALL OR FURRED-OUT PARTITION 3" [7 6 ] 412" [1 1 4 ] 11 ' - 0 " [ 3 3 5 3 ] 2" [51] 3" [7 6 ] 412" [1 1 4 ] 11 ' - 0 " [ 3 3 5 3 ] TRIM @ DISPLAY CASE (A.4.700) 10'-1" [3073] LONG CONCEALED SLOTTED INSERT, PRE-INST. BY MILLWORK SUPPLIER (TYP) TRIM @ DISPLAY CASE (A.4.700) 434" [121] BASE TRIM 'A-f' (A.4.700) (TYP) 4" [1 0 2 ] PREFAB DISPLAY WALL PANEL, PRE-PRIMED BY MILLWORK SUPPLIER, G.C. TO FIELD PAINT [P-1] (TYP) 4'-0" [1219] FRAME 4'-0" [1219] FRAME 4'-0" [1219] FRAME (IF REQUIRED) 8'-114" [2470], 12'-114" [3689], 16'-114" [4909] COORDINATE WITH SHEET 'A.0.103' 1'-0 716" [316] END PANEL 1'-115 8" [600] CENTER PANEL 1'-115 8" [600] CENTER PANEL 1'-115 8" [600] CENTER PANEL 1'-115 8" [600] CENTER PANEL (IF REQUIRED) 1'-115 8" [600] CENTER PANEL (IF REQUIRED) 1'-0716" [316] END PANEL PREFAB DISPLAY WALL PANEL, PRE-PRIMED BY MILLWORK SUPPLIER, G.C. TO FIELD PAINT [P-1] (TYP) Z-CLIP BRACKETS PRE-INSTALLED BY MILLWORK SUPPLIER (TYP) PREFAB DISPLAY WALL PANEL, PRE-PRIMED BY MILLWORK SUPPLIER, G.C. TO FIELD PAINT [P-1] (TYP)38" [10] 2'-0" [610]2'-0" [610]2'-0" [610]EQ 3 8" [10] EQ2'-0" [610]2'-0" [610] 8'-11 4" [2470], 12'-11 4" [3689], 16'-11 4" [4909] COORDINATE WITH SHEET 'A.0.103' 1'-0 716" [316] END PANEL 1'-1158" [600] CENTER PANEL 1'-1158" [600] CENTER PANEL 1'-1158" [600] CENTER PANEL 1'-1158" [600] CENTER PANEL (IF REQUIRED) 1'-1158" [600] CENTER PANEL (IF REQUIRED) 1'-0716" [316] END PANEL LOCATION OF DUPLEX OUTLET EQ EQ CO O R D I N A T E W/ E . 0 . 2 0 0 C A.4.740 BARN DOOR RAIL CONNECTOR, WHERE OCCURS BARN DOOR RAIL MOUNTING HARDWARE 2'-0" [610] TYP C OF STANDARDL C OF STANDARDL C OF STANDARDL C OF STANDARDL C OF STANDARDL C OF STANDARDL ALUMINUM CASE FRAME ALUMINUM CASE FRAME 1'-115 8" [600] CENTER PANEL LEVELER (TYP) BASE TRIM 'A-f' BELOW (A.4.700) (TYP) BASE TRIM 'A-f' (A.4.700) (TYP) SCALE: N.T.S. ASSEMBLY ISOMETRICD A.4.740 TRIM PIN NAILED TO DISPLAY CASE (TYP) BASE TRIM 'A-f' BELOW (A.4.700), FIELD CUT AND PIN NAILED TO DISPLAY CASE (TYP) 4'-0" DISPLAY CASE ALUMINUM FRAME SECTIONS TO BE SECURED TO EXISTING WALLS, LEVELED & PLUMBED (TYP) PREPRIMED DISPLAY CASE PANELS TO BE ATTACHED TO MOUNTED FRAME WITH PRE-ATTACHED Z-CLIPS (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 5 0 P M V 2 . 0 A.4.740 INITIALS PR E F A B . D I S P L A Y W A L L DE T A I L S NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. 3.THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. NOTE: ALL PREFAB. COMPONENTS SHOWN ON THIS SHEET ARE FURNISHED PRE-PRIMED BY TENANT MILLWORK SUPPLIER, INSTALLED AND FIELD PAINTED BY G.C., UNLESS NOTED OTHERWISE. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] SECTION DETAILC A.4.745 SCALE: 1 1/2" = 1'-0" [1:8] PLAN SECTIONB A.4.745 SCALE: 1 1/2" = 1'-0" [1:8] ELEVATION DETAILA A.4.745 C A.4.745 B A.4.745 4" [102] FACE OF DEMISING WALL OR FURRED-OUT PARTITION 3" [7 6 ] 412" [1 1 4 ] 11 ' - 0 " [ 3 3 5 3 ] 2" [51] 10 ' - 4 12" [ 3 1 6 2 ] TRIM @ EXPERIENCE MOMENT (A.4.700) 3'-0" [914] 34" [19] 2'-1012" [876] 34" [19] 4" [1 0 2 ] PREFINISHED SIDE TRIM [WD-3] (TYP) PANEL FRAME[WC-1f] INSTALLED OVER 5/8" [16] PRIMED DRYWALL, INST. BY G.C. (TYP) 43 4" [121] 21316 " [ 7 1 ] CASE FRAME PRE-PRIMED TOP TRIM [P-1] (TYP) 312" [8 9 ] BASE TRIM 'A-f' BELOW (A.4.700) (TYP) NOTE: G.C. SHALL FURN. & INST. "TRIM-TEX" BRAND "TEAR AWAY L BEADS" #9012 ADJACENT TO PREFINISHED SIDE TRIM (TYP) 3'-0" [914] 10 ' - 4 12" [ 3 1 6 2 ] 3" [7 6 ] 412" [1 1 4 ] 11 ' - 0 " [ 3 3 5 3 ] 3 4" [19] 2'-1012" [876] 3 4" [19] PREFINISHED SIDE TRIM [WD-3] (TYP) 53 8" [137] 53 8" [137] 3'-103 4" [1187] BARN DOOR RAIL MOUNTING HARDWARE EDGE OF ADJACENT PREFAB DISPLAY WALL (A.4.740) (TYP) EQ.EQ. TRIM @ EXPERIENCE MOMENT (A.4.700) 1' - 0 " [ 3 0 5 ] BASE TRIM 'A-f' (A.4.700) (TYP) LOCATION OF 1/4" [6] CHROME SHUT OFF VALVE FOR WATER DISPENSER, COORD. LOCATION OF DISPENSER WITH FIXTURE PLAN A.0.140. SEE PLUMBING DRAWINGS FOR ADDITIONAL DETAIL [WC-1f] APPLIED OVER PRIMED DRYWALL (TYP) [WC-1f] INSTALLED OVER 5/8" [16] PRIMED DRYWALL, INST. BY G.C. (TYP) BASE TRIM 'A-f' (A.4.700) (TYP) SCALE: N.T.S. ASSEMBLY ISOMETRICD A.4.745 5/8" [16] DRYWALL TO BE INSTALLED WITHIN FRAME BY G.C. PREFAB EXPERIENCE FRAME TO BE SECURED TO EXISTING WALLS, LEVELED & PLUMBED (TYP) SIDES OF FRAME SUPPLIED LONG AND FIELD CUT TO LENGTH PRIOR TO INSTALLATION (TYP) ADJACENT PREFAB DISPLAY WALL (TYP) [WC-1f] APPLIED OVER PRIMED DRYWALL (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 4 : 5 2 P M V 2 . 0 A.4.745 INITIALS PR E F A B . E X P E R I E N C E MO M E N T D E T A I L S NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. 3.THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. NOTE: ALL PREFAB. COMPONENTS SHOWN ON THIS SHEET ARE FURNISHED PRE-PRIMED BY TENANT MILLWORK SUPPLIER, INSTALLED AND FIELD PAINTED BY G.C., UNLESS NOTED OTHERWISE. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 6" = 1'-0" [1:2] UPPER FRAME SECTIONC A.4.750 412" [114] HEADER IS SCREWED TO THE POST TOP WITH 6" [152] COUNTERSUNK SCREWS (TYP) 1" [25] CONTINUOUS METAL 'U' CHANNEL WITH PREDRILLED HOLES, G.C. SHALL SECURE TO HEADER RECESS WITH COUNTERSUNK SCREWS ALONG ENTIRE LENGTH OF RECESS 312" [89] 1" [25] CLR. 6" [ 1 5 2 ] 7'-8 3/4" [2356] (T/O PREFAB. TRELLIS DISPLAY PANEL) 1" [ 2 5 ] FRONT SCALE: N.T.S. PAVILION ASSEMBLY/INSTALLATION ISOMETRICAA A.4.750 17 116"TY P . INSTALL FLOOR CLEATS ALL PALLETS JOINED WITH JOINT CONNECTOR BOLTS SHIM WALLS TO BE EVEN WITH THE TOP OF THE POSTS POWER FOR TV IS PULLED THRU BEAM AND ROUTED TO THRU HOLE IN SUPPORT BRACKET INSTALL METAL SUPPORT BRACKET FOR TV MOUNT TWO (2) MACHINE SCREWS THREAD INTO INSERTS LOCATED ON BEAM SCREW HOLE TO SECURE DECORATIVE RAFTER METAL DECORATIVE RAFTER HANGER POWDER COATED WHITE DECORATIVE RAFTER CENTER ALIGNS WITH THE 18" PALLET WALL SEAMS SOLID POPLAR DECORATIVE RAFTER WITH RABBETS FOR GRIDS HALF RAFTER IS PART OF THE SIDE BEAM CONSTRUCTION INSTALL DECORATIVE WOOD RAFTERS INSTALL GRIDS (ALL GRIDS ARE THE SAME SIZE) INSTALL TV MOUNT AND TV ISOMETRIC - STEP 1 ISOMETRIC - STEP 2 ISOMETRIC - STEP 3 ISOMETRIC - STEP 4 ISOMETRIC - STEP 5 ISOMETRIC - STEP 6 INSTALL MIRROR FRAMES TO PALLETS THROUGH PREDRILLED HOLES. INSTALL MIRROR GLASS (SEE A.0.140 FOR EXACT DIMENSIONS) OUTLET WORKBOX TO BE MOUNTED TO INSIDE BOTTOM OF BEAM INSTALL 1/2" MDF PANEL (SEE A.0.140 FOR EXACT AREA) METAL BASE IS SECURED TO THE FLOOR, THEN THE POST SLIDES INTO THE BASE. SCREW THRU THE BASE INTO THE POST. E.C. SHALL ROUT ALL CORDS WITHIN BEAM SO NO POWER OR DATA LINES ARE VISIBLE. A A.4.751 SCALE: 3/4" = 1'-0" [1:16] PAVILION ASSEMBLY PLANA A.4.750 C A.4.751 B A.4.751 SCALE: 3/4" = 1'-0" [1:16] PAVILION ASSEMBLY REFLECTED PLANB A.4.750 AA A.4.751 D A.4.751 C A.4.750 AA A.4.751 E A.4.751 E A.4.751 D A.4.751 412" [114] 1'-6" [457] 41 2" [114] 5'-3" [1600] 412" [114] 1'-6" [457] 412" [114]412" [114] 412" [ 1 1 4 ] 6' - 0 " [ 1 8 2 9 ] 412" [ 1 1 4 ] 412" [114] 1'-6" [457] 41 2" [114]412" [114] 4'-112" [1257] 412" [114] 4'-6" [1372] 412" [114] 1'-6" [457] 41 2" [114] 412" [ 1 1 4 ] 6' - 0 " [ 1 8 2 9 ] 412" [ 1 1 4 ] PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP) PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) 412" [ 1 1 4 ] 6' - 0 " [ 1 8 2 9 ] 412" [ 1 1 4 ] 1'- 6 " [ 4 5 7 ] 1'- 6 " [ 4 5 7 ] 1'- 6 " [ 4 5 7 ] 1'- 6 " [ 4 5 7 ] VIDEO SCREEN PANEL (A.4.752) CUSTOM SHELVING SHOWN HIDDEN (TYP) MIRROR PANEL (A.4.751) COORDINATE WITH A.0.140 FOR ACTUAL DIMENSIONS 1/2'' ROUTED MDF FILLER PANEL, PREFINISHED WHITE. COORDINATE WITH A.0.140 6' - 9 " [ 2 0 5 7 ] 412" [ 1 1 4 ] 6' - 0 " [ 1 8 2 9 ] 412" [ 1 1 4 ] 114" [32] (TYP.) 1'-434" [425] (TYP.) 114" [32] (TYP.) 1'-434" [425] (TYP.) 114" [32] (TYP.)58" [16] (TYP.) 1'-434" [425] (TYP.) 12" [ 1 3 ] 1 2" [ 1 3 ] 1" [23] CONTINUOUS METAL 'U' CHANNEL ALONG ENTIRE LENGTH OF RECESS NOTE: PREFAB. PAVILION ASSEMBLY TO BE PREFINISHED BY MILLWORK SUPPLIER [P-1] OPP. OPP. OPP. PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP)PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP) PREFINISHED DECORATIVE WOOD RAFTER (TYP)PREFINISHED 4 1/2" [114] X 6" [152] HEADER (TYP) 2" [51] x 2" [51] WIRE GRID, PREFINISHED WHITE (TYP) PREFINISHED 4 1/2" [114] X 6" [152] HEADER (TYP) 8'' [203] METAL SEAM PLATE TO BE SCREWED WITHIN HEADER RECESS TO SECURE THE FRONT HEADER SEAM (WHERE OCCURS) 18'-0" [5486] (N.T.S.) 14'-3" [4343] (N.T.S.) 28'-112" [8573] (N.T.S.) 28'-112" [8573] (N.T.S.) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 5 : 1 0 P M V 2 . 0 A.4.750 PR E F A B . P A V I L I O N AS S E M B L Y D E T A I L S NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. 3.THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1/2" = 1'-0" [1:25] PAVILION ASSEMBLY FRONT ELEVATIONA A.4.751 SCALE: 1/2" = 1'-0" [1:25] PAVILION ASSEMBLY SECTIONB A.4.751 SCALE: 1/2" = 1'-0" [1:25] PAVILION ASSEMBLY SECTIONC A.4.751 SCALE: 1/2" = 1'-0" [1:25] PAVILION ASSEMBLY SECTIOND A.4.751SCALE: 1/2" = 1'-0" [1:25] PAVILION ASSEMBLY SECTIONE A.4.751 412" [114] 4'-112" [1257] 412" [114] 4'-6" [1372] 412" [114] 1'-6" [457] 412" [114]41 2" [114]41 2" [114] PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP) PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) OPEN PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP) PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) PREFINISHED 4 1/2" [114] X 6" [152] HEADER (TYP) 6" [ 1 5 2 ] 7'- 8 34" [ 2 3 5 6 ] 41 2" [114] 4'-112" [1257] 41 2" [114] 4'-6" [1372] 412" [114] 1'-6" [457]412" [114]412" [114]412" [114] 8'- 2 34" [ 2 5 0 8 ] OPEN REAR OF VIDEO SCREEN PANEL (A.4.752) PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) OPEN PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP) PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP) PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) PREFINISHED DECORATIVE WOOD RAFTER (TYP) 6" [ 1 5 2 ] 7'- 8 34" [ 2 3 5 6 ] 41 2" [114]412" [114] PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP) OPEN PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) 8'- 2 34" [ 2 5 0 8 ] 41 2" [114] 9'-0" [2743] 1'-6" [457] PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) 1'-6" [457] VIDEO SCREEN PANEL (A.4.752) 1'-6" [457] 8'- 2 34" [ 2 5 0 8 ] 41 2" [114] 6'-0" [1829] 41 2" [114] PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) PREFINISHED 4 1/2" [114] x 4 1/2" [114] WOOD POST (TYP)8'- 2 3 4" [ 2 5 0 8 ] 41 2" [114] 6'-0" [1829] 41 2" [114] PREFAB. TRELLIS DISPLAY PANEL (A.4.751) (TYP) 6" [ 1 5 2 ] 7'- 8 34" [ 2 3 5 6 ] 8'- 2 34" [ 2 5 0 8 ] ADA SIGNAGE. COORDINATE WITH A.0.170 8'' [203] METAL SEAM PLATE TO BE SCREWED WITHIN HEADER RECESS TO SECURE THE FRONT HEADER SEAM (WHERE OCCURS) PREFINISHED 4 1/2" [114] X 6" [152] HEADER (TYP) 2" [51] x 2" [51] WIRE GRID, PREFINISHED WHITE (TYP) PREFINISHED 4 1/2" [114] X 6" [152] HEADER (TYP) 2" [51] x 2" [51] WIRE GRID, PREFINISHED WHITE (TYP) PREFINISHED DECORATIVE WOOD RAFTER (TYP) PREFINISHED 4 1/2" [114] X 6" [152] HEADER (TYP) 2" [51] x 2" [51] WIRE GRID, PREFINISHED WHITE (TYP) 14'-3" [4343] (N.T.S.) 14'-3" [4343] (N.T.S.) 18'-0" [5486] (N.T.S.) SCALE: 3" = 1'-0" [1:4] PAVILION ASSEMBLY PARTIAL SECTIONAA A.4.751 6" [ 1 5 2 ] 1'-43 4" [425]412" [114] 114" [32]5 8" [16] 1'-43 4" [425] 114" [32] 1'-43 4" [425] 11 4" [32] 3" [76]1" [ 2 5 ] 112" [ 3 8 ] 112" [ 3 8 ] 2" [ 5 1 ] 2" [51] x 2" [51] WIRE GRID, PREFINISHED WHITE (TYP) PREFINISHED DECORATIVE WOOD RAFTER (TYP) PREFINISHED 4 1/2" [114] X 6" [152] HEADER (TYP) METAL DECORATIVE RAFTER HANGER POWDER COATED WHITE HALF RAFTER IS PART OF THE SIDE HEADER CONSTRUCTION SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL SECTIONH A.4.751 H A.4.751 SCALE: 1 1/2" = 1'-0" [1:8] TRELLIS DISPLAY PANEL PLANGG A.4.751 SCALE: 1 1/2" = 1'-0" [1:8] TRELLIS DISPLAY PANELG A.4.751 H A.4.751 GG A.4.751 FINISHED FLOOR LINE PREFINISHED 3/4" [19] X 2 1/4" [57] WOOD TRELLIS SLATS (TYP)PREFINISHED 3/4" [19] x 2" [51] WOOD SIDES (TYP) 1'-6" [457] 34" [19]34" [19] 3 4" [ 1 9 ] 2" [5 1 ] 1'-412" [419] (T Y P ) (T Y P ) PREFINISHED 3/4" [19] x 2" [51] WOOD SIDES PREFINISHED 3/4" [19] X 2 1/4" [57] WOOD TRELLIS SLATS (TYP) EXPOSED STAINLESS STEEL SQUARE DRIVE FASTENERS (TYP) 1'-6" [457] 34" [19] 1'-41 2" [419] 3 4" [19] 7' - 8 3 4" [ 2 3 5 6 ] 12" [ 1 3 ] 7' - 8 14" [ 2 3 4 3 ] 214" [ 5 7 ] 214" [ 5 7 ] 1 2" [ 1 3 ] 7' - 8 14" [ 2 3 4 3 ] (T Y P ) (T Y P ) 214" [ 5 7 ] 214" [ 5 7 ] PREFINISHED 3/4" [19] x 2" [51] WOOD BOTTOM 12" [ 1 3 ] POST WHERE APPLICABLE PREFINISHED FLOOR CLEAT SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL MIRROR DETAILF A.4.751 FF A.4.751 SCALE: 1 1/2" = 1'-0" [1:8] TYPICAL MIRROR PLANFF A.4.751 FINISHED FLOOR LINE 1/4" [6] MIRROR 3/4" [19] X 1 1/2" [38] MIRROR FRAME [WD-3] 1'-6" [457], 3'-0" [914], 4'-6" 1372] COORDINATE WITH SHEET 'A.0.106' 112" [38] 1'-3" [381], 2'-9" [838], 4'-3" [1295] 112" [38] 7'- 8 34" [ 2 3 5 6 ] 112" [ 3 8 ] 7' - 5 14" [ 2 2 6 7 ] 112" [ 3 8 ] TYPICAL TRELLIS DISPLAY PANEL 1/4" [6] MIRROR3/4" [19] X 1 1/2" [38] MIRROR FRAME [WD-3] 11 2" [38] 1'-3" [381], 2'-9" [838], 4'-3" [1295] N.T.S. 11 2" [38] 34" [ 1 9 ] 12" [ 1 3 ] 234" [7 0 ] 1 2" [ 1 3 ] 12" [ 1 3 ] 1/2" [13] MDF BACKER PREFINISHED WHITE ON SIDE FACING TRELLIS (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 5 : 1 3 P M V 2 . 0 A.4.751 PR E F A B . P A V I L I O N AS S E M B L Y D E T A I L S NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. 3.THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. NOTE: PREFAB. PAVILION ASSEMBLY TO BE PREFINISHED BY MILLWORK SUPPLIER [P-1] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] VIDEO SCREEN PANEL PLANAA A.4.752 SCALE: 1 1/2" = 1'-0" [1:8] VIDEO SCREEN PANEL ELEVATIONA A.4.752 SCALE: 1 1/2" = 1'-0" [1:8] VIDEO SCREEN PANEL ELEVATIONB A.4.752 SCALE: 1 1/2" = 1'-0" [1:8] SECTIONC A.4.752 C A.4.752 FINISHED FLOOR LINE PREFINISHED 3/4" [19] x 3 1/4" [83] WOOD TOP FINISHED FLOOR LINE PREFINISHED 3/4" [19] x 3 1/4" [83] WOOD TOP PREFINISHED 3/4" [19] x 3 1/4" [83] WOOD SIDES FLOOR CLEAT LG 75UH5E VIDEO SCREEN LG 86UH5E VIDEO SCREEN CUSTOM BRACKET BEYOND INSTALLED CENTERED WITHIN FRAME PREFINISHED 3/4" [19] X 2 1/4" [57] WOOD TRELLIS SLATS (TYP) RUBBER BUMPER SUPPLIED AND INSTALLED TO PREVENT SCREEN FROM SAGGING 4'-112" [1257] 34" [19] 4'-0" [1219] 34" [19] 7'- 8 3 4" [ 2 3 5 6 ] 12" [ 1 3 ] 7'- 5 1 4" [ 2 2 6 7 ] 3 4" [ 1 9 ] 4'-112" [1257] 7'- 8 3 4" [ 2 3 5 6 ] 12" [ 1 3 ] 7' - 8 14" [ 2 3 4 3 ] EQ EQ FINISHED FLOOR LINE 12" [ 1 3 ] 7' - 8 1 4" [ 2 3 4 3 ] 7'- 8 3 4" [ 2 3 5 6 ] 31 4" [83]34" [19] EQ EQ 214" [ 5 7 ] EQ PREFINISHED 3/4" [19] X 2 1/4" [57] WOOD TRELLIS SLATS (TYP) EQ 2'-414" [718] 234" [70] 1'-612" [470] HEX HEAD SCREW TO SECURE MOUNTING BRACKET TO POST (TYP) VIDEO MOUNTING BRACKET, SEE DETAIL THIS SHEET 412" [1 1 4 ] 4'-112" [1257] 34" [19]34" [19] 4'-0" [1219] LG 86UH5E VIDEO SCREEN LOW PROFILE FLAT PORTRAIT MOUNT #P4263FP BY PREMIER MOUNTS PREFINISHED 2 1/4" [57] WOOD TRELLIS SLATS (TYP) BACKSIDE OF CUSTOM BRACKET INSTALLED 2 3/4" [70] FROM FACE OF FRAME 234" [ 7 0 ] PREFINISHED 3/4" [19] x 2" [51] WOOD SIDES PREFINISHED 3/4" [19] x 2" [51] WOOD SIDES C A.4.752 AA A.4.752 SCALE: 3/4" = 1'-0" [1:16] VIDEO SCREEN ISOMETRICD A.4.752 E.C. SHALL ROUT POWER AND DATA TO VIDEO SCREEN FROM PAVILION FRAME ABOVE AND THRU POST TO HOLE IN BRACKET. STEEL HEX HEAD SCREW, 1/4" SIZE, 3" LONG, McMASTER-CARR #95452A106 OR APPROVED EQUAL (TYP OF 4 EACH SIDE) G.C. TO PAINT HEADS WHITE LOW PROFILE FLAT PORTRAIT MOUNT #P4263FP BY PREMIER MOUNTS, SECURED TO STUDS ON CUSTOM MOUNTING BRACKET WITH 5/16"-18 THREAD SIZE NUTS AND WASHERS LG 86UH5E VIDEO SCREEN CUSTOM MOUNTING BRACKET (A.4.752) SECURED TO WOOD POSTS PREFINISHED 3/4" [19] X 2 1/4" [57] WOOD TRELLIS SLATS (TYP) SCALE: 3" = 1'-0" [1:4] VIDEO MOUNTING BRACKETE A.4.752 BLACK-OXIDE STEEL HEX HEAD SCREW, 5/16"-18 THREAD SIZE, 1" LENGTH, McMASTER-CARR #92965A583 OR APPROVED EQUAL WELDED TO BRACKET (TYP) 5/16" [8] THRU HOLE FOR MOUNTING BRACKET TO WOOD POSTS (TYP)3/16" [5] THICK STEEL MOUNTING BRACKET, FINISHED WHITE 3/16" [5] THICK STEEL MOUNTING BRACKET, FINISHED WHITE 1' - 0 " [ 3 0 5 ] 4'-0" [1219] 2" [51] EQ 2" [51] EQ 2" [51] EQ 2" [51] 312" [8 9 ] 5" [1 2 7 ] 312" [8 9 ] 4316 " [1 0 6 ] 358" [9 2 ] 71316 " [ 1 9 8 ] 8" [203]8" [203] 2 316 " [5 6 ] 4'-0" [1219] 3 16" [5] 8" [204]8" [202] 3 16" [5] 1' - 0 " [ 3 0 5 ] 3 16" [5] 2" [51] 1" [ 2 5 ] EQ EQ EQ 1" [ 2 5 ] 1" [25]1" [25] 1 1/2" [38] DIAMETER HOLE FOR POWER & DATA ROUTING AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 5 : 1 6 P M V 2 . 0 A.4.752 PR E F A B . V I D E O S C R E E N PA N E L D E T A I L S NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER, INSTALLED BY G.C. 3.THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. NOTE: PREFAB. PAVILION ASSEMBLY TO BE PREFINISHED BY MILLWORK SUPPLIER [P-1] Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 1' - 0 " [ 3 0 5 ] 7'-1178" [2436] 61316 " [1 7 3 ] 712" [ 1 9 0 ] 3'-478" [1039] AA A.4.800 REMOTE WIRED, INDIVIDUAL, SURFACE APPLIED LETTERS. INTERNALLY LIT, WITH FROSTED ACRYLIC SIDES. 1/8" [3] METAL FACE PRE-FINISHED WHITE. RETURNS SHALL INTERNALLY ILLUMINATE VIA COLOR ADJUSTABLE LED'S, SOLID FROSTED WHITE ACRYLIC. DIMENSIONAL LETTERS PRE-FINISHED TO MATCH PMS 426C SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT SIGN DETAILA A.4.800 REMOTE WIRED, INDIVIDUAL, SURFACE APPLIED LETTERS. INTERNALLY LIT, WITH FROSTED ACRYLIC SIDES. 1/8" [3] METAL FACE PRE-FINISHED WHITE. RETURNS SHALL INTERNALLY ILLUMINATE VIA COLOR ADJUSTABLE LED'S, SOLID FROSTED WHITE ACRYLIC. ALL MINI LED MODULES WALL SECTION THROUGH BOLTS W/ BLOCKING AS REQUIRED. FASTENERS SUPPLIED BY INSTALLER. PRIMARY ELECTRICAL FEED 2" [51] DIMENSIONAL LETTERS PRE-FINISHED TO MATCH PMS 426C 3 4" [19] SCALE: 3" = 1'-0" [1:4] SECTION VIEWAA A.4.800 SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT ILLUMINATED BURST DETAILB A.4.800 21.18° EQ 2' - 1 5 8" [ 6 5 1 ] 2'-0 5 16" [617] 134" [45] 1'-1" [ 3 3 0 ] 75 8" [1 9 4 ] 1'- 1 " [ 3 3 0 ] 1'-13 16" [335] 1'- 9 " [ 5 3 3 ] 1' - 2 1 5 1 6 " [ 3 7 9 ] 1' - 9 " [ 5 3 3 ] 81516 " [ 2 2 7 ] 1'-1 11 16 " [3 4 7 ] 2'-3 7 8" [7 0 8 ] 7 716" [189] 1'-9" [533] 81 8" [2 0 6 ] 2' - 0 1 8" [ 6 1 3 ] 1' - 1 1 51 6 " [ 3 5 3 ] REMOTE WIRED, INDIVIDUAL, SURFACE APPLIED LETTERS. INTERNALLY LIT, WITH FROSTED ACRYLIC SIDES. 1/8" [3] METAL FACE PRE-FINISHED WHITE. RETURNS SHALL INTERNALLY ILLUMINATE VIA COLOR ADJUSTABLE LED'S, SOLID FROSTED WHITE ACRYLIC. (TYP OF 17) R9" [R22 9 ] SCALE: 1 1/2" = 1'-0" [1:8] INTERIOR STOREFRONT APPLIQUEB2 A.4.800 21.18° EQ 2' - 1 5 8" [ 6 5 1 ] 2'-0 5 16" [617] 134" [45] 1'-1" [ 3 3 0 ] 75 8" [1 9 4 ] 1'- 1 " [ 3 3 0 ] 1'-13 16" [335] 1'- 9 " [ 5 3 3 ] 1' - 2 1 5 1 6 " [ 3 7 9 ] 1' - 9 " [ 5 3 3 ] 81516 " [ 2 2 7 ] 1'-1 11 16 " [3 4 7 ] 2'-3 7 8" [7 0 8 ] 7 716" [189] 1'-9" [533] 81 8" [2 0 6 ] 2' - 0 1 8" [ 6 1 3 ] 1' - 1 1 51 6 " [ 3 5 3 ] R9" [R22 9 ] .063" THICK ALUMINUM WITH VHB BACKING PRE-FINISHED WHITE SCALE: 1 1/2" = 1'-0" [1:8] STOREFRONT BLADE SIGNC A.4.800 CC A.4.800 ELEVATION 2'-6" [762] 1'- 6 " [ 4 5 7 ] 1" [25] 12" [ 1 3 ] 0.5" WHITE 2447 TRANSLUCENT ACRYLIC FACES PREFINISHED WITH TRANSLUCENT OFFLINE 'ECRU' C=0, M=2.4, Y=16.3, K=0 @ 25% TINT PAINT STREAK PRE-FINISHED TO MATCH PMS 372C 9'-0" [2743] ABOVE MALL FLOOR MOUNTING SURFACE SEE ARCH. DWGS. GC SHALL PROVIDE CONCEALED F.R.T. WOOD BLOCKING AT MOUNTING BRACKET MOUNTING BRACKET PRE-FINISHED OFFLINE 'ECRU' C=0, M=2.4, Y=16.3, K=0 @ 25% TINT 1/4" OPAQUE BLACK ACRYLIC LOGO & LETTERS (TYP 2 SIDES) "BY AERIE" TO MATCH PMS 426C SCALE: 6" = 1'-0" [1:2] BLADE SIGN SECTIONCC A.4.800 LOW VOLTAGE WARM WHITE LED LIGHTING (TYP) 1/4" OPAQUE BLACK ACRYLIC LOGO & LETTERS (TYP 2 SIDES) ALUMINUM FRAME FINISHED OFFLINE 'ECRU' 1'- 6 " [ 4 5 7 ] 14" [6]14" [6] 3" [76] 1/2" WHITE 2447 TRANSLUCENT ACRYLIC FACES WITH TRANSLUCENT PRINT (TYP 2 SIDES) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 5 : 2 2 P M V 2 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. A.4.800 INITIALS SI G N S H O P D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 1 1/2" = 1'-0" [1:8] PEGBOARD CASH WRAP SIGNC A.4.801 2'-7" [787] 3'- 9 3 4" [ 1 1 6 2 ] DIGITALLY PRINTED & DIE CUT OPAQUE VINYL TO MATCH PMS 372C MATTE BLACK VINYL 1/4" CLEAR ACRYLIC BACKER 2'-1" [635] 3'- 3 34" [ 1 0 1 0 ] 3" [7 6 ] 3" [7 6 ] 3" [76] 3" [76] 1.0313" DIAMETER MOUNTING HOLE (TYP) SCALE: 3" = 1'-0" [1:4] DOOR BURST LOGOD A.4.801 21.18° EQ 958" [ 2 4 5 ] 918" [232] 478" [12 4 ]27 8" [7 3 ] 47 8" [ 1 2 4 ] 415 16" [126] 77 8" [ 2 0 0 ] 55 8" [ 1 4 2 ] 778" [ 2 0 0 ] 338" [ 8 5 ] 51 8" [ 1 3 0 ] 10 1 2" [2 6 6 ] 21316" [71] 77 8" [200] 31 16" [7 7 ] 9 1 1 6 " [ 2 3 0 ] 514" [ 1 3 3 ] 58" [ 1 6 ] .040" THICK ALUMINUM WITH ADHESIVE BACKING PRE-FINISHED WHITE 5'-0" [1524] A.F.F. SCALE: 1 1/2" = 1'-0" [1:8] PASS-THROUGH SIGN DETAILB A.4.801 1'- 5 58" [ 4 4 8 ] 9'-3916" [2834] 378" [ 9 9 ] 11 5 8" [ 2 9 6 ] 1/8" THICK ACRYLIC WITH VHB BACKING 1/2" THICK ACRYLIC WITH VHB BACKING SCALE: 1 1/2" = 1'-0" [1:8] FITTING ROOM #1 QUOTEF A.4.801 SCALE: 1 1/2" = 1'-0" [1:8] ACCESSIBLE FITTING ROOM QUOTEK A.4.801SCALE: 1 1/2" = 1'-0" [1:8] FITTING ROOM #2 QUOTEG A.4.801 SCALE: 1 1/2" = 1'-0" [1:8] FITTING ROOM #3 QUOTEH A.4.801 SCALE: 1 1/2" = 1'-0" [1:8] FITTING ROOM #4 QUOTEJ A.4.801 1'-71 2" [495] 2' - 1 12" [ 6 4 8 ] 1 1/2" X 1" ALUMINUM ANGLE FRAME, PRE-FINISHED TO MATCH PMS 426 (TYP) 3'-6" [1067] 3'- 0 " [ 9 1 4 ] BACKER PRE-FINISHED C=0, M=2.4, Y=16.3, K=0 @ 25% TINT STREAK PRE-FINISHED TO MATCH PMS 372 TEXT QUOTE PRE-FINISHED TO MATCH PMS 426 BACKER PRE-FINISHED C=0, M=2.4, Y=16.3, K=0 @ 25% TINT STREAK PRE-FINISHED TO MATCH PMS 372 TEXT QUOTE PRE-FINISHED TO MATCH PMS 426BACKER PRE-FINISHED C=0, M=2.4, Y=16.3, K=0 @ 25% TINT STREAK PRE-FINISHED TO MATCH PMS 372 TEXT QUOTE PRE-FINISHED TO MATCH PMS 426 BACKER PRE-FINISHED C=0, M=2.4, Y=16.3, K=0 @ 25% TINT STREAK PRE-FINISHED TO MATCH PMS 372 TEXT QUOTE PRE-FINISHED TO MATCH PMS 426 BACKER PRE-FINISHED C=0, M=2.4, Y=16.3, K=0 @ 25% TINT STREAK PRE-FINISHED TO MATCH PMS 372 TEXT QUOTE PRE-FINISHED TO MATCH PMS 426 1'-712" [495] 2'- 1 1 2" [ 6 4 8 ] 1'-712" [495] 2'- 1 12" [ 6 4 8 ] 1'-712" [495] 2'- 1 12" [ 6 4 8 ] 1 1/2" X 1" ALUMINUM ANGLE FRAME, PRE-FINISHED TO MATCH PMS 426 (TYP) 1 1/2" X 1" ALUMINUM ANGLE FRAME, PRE-FINISHED TO MATCH PMS 426 (TYP) 1 1/2" X 1" ALUMINUM ANGLE FRAME, PRE-FINISHED TO MATCH PMS 426 (TYP) 1 1/2" X 1" ALUMINUM ANGLE FRAME, PRE-FINISHED TO MATCH PMS 426 (TYP) 4'-0" [1219] A.F.F. BOTTOM OF FRAME 4'-0" [1219] A.F.F. BOTTOM OF FRAME 4'-0" [1219] A.F.F. BOTTOM OF FRAME 4'-0" [1219] A.F.F. BOTTOM OF FRAME 4'-0" [1219] A.F.F. BOTTOM OF FRAME FF A.4.801 SCALE: 3" = 1'-0" [1:4] TYP. FRAME SECTIONFF A.4.801 112" [38] 1" [ 2 5 ] VA R I E S CO O R D I N A T E W I T H E L E V A T I O N D E T A I L S COUNTER-SUNK FLAT HEAD SCREW, FINISHED TO MATCH INTERNAL INSTALLATION FRAME, 1" X 1" ANGLE SECURE INTERNAL FRAME TO MOUNTING SURFACE MOUNTING SURFACE PREFINISHED 1 1/2" X 1" ALUMINUM ANGLE FRAME. SEE ELEVATIONS FOR FINISH SCALE: 1'-0" = 1'-0" [1:1] CALL BUTTON BURST LOGOE A.4.801 CALL BUTTON BY OTHERS 0.63 BLACK ACRYLIC BURST LOGO WITH VHB BACKING 21.18° EQ 2" [ 5 1 ] 178" [48] 1" [26 ] 5 8" [1 5 ] 1" [ 2 6 ] 1" [26] 15 8" [ 4 1 ] 1 31 6 " [ 2 9 ] 158" [ 4 1 ] 11 16 " [ 1 8 ] 11 16 " [ 2 7 ] 2 3 16" [5 5 ] 916" [15] 15 8" [41] 5 8" [1 6 ] 1 7 8" [ 4 8 ] 1 11 6 " [ 2 7 ] 18" [ 3 ] AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 5 : 2 4 P M V 2 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. A.4.801 INITIALS SI G N S H O P D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 GENERAL NOTES: ·SEE SHEET 'A.0.140' FOR SHELVING LAYOUT ·SEE SHEET 'F.0.201' FOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND OTHER GENERAL NOTES AND INSTALLATION REQUIREMENTS ·INSTALL TRACK PER MANUFACTURER'S INSTRUCTIONS. TRACK MUST BE LEVEL (USING SHIMS AS REQ'D.) TO INSURE PROPER OPERATION. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN EDGE OF TRACK AND WALL. (SEE SHELVING DETAIL C/F.0.201) ·INSTALL SHELF UNITS ON MOBILE CARRIAGE. SHELF UNIT MUST BE SECURED TO UNDER CARRIAGE USING ONE TEK SCREW IN EACH CHANNEL ENDPLATE. (SEE SHELVING DETAIL G/F.0.201) ·INSTALL BRAKES ON ALL MOVEABLE CARRIAGES PER MANUFACTURER'S INSTRUCTIONS. (SEE SHELVING DETAIL D/F.0.201) ·INSTALL TWO BUMPERS BETWEEN EACH MOBILE UNIT 71 1/2" FROM BOTTOM IN PREDRILLED HOLES. (SEE SHELVING DETAIL H/F.0.201) ·DOUBLE X BRACES ARE REQUIRED ON MOBILE UNITS ONLY. FIXED UNITS REQUIRE SINGLE X BRACE. (SEE SHELVING DETAIL F/F.0.201) ·TOP AND BOTTOM SHELVES TO BE PERMANENTLY FASTENED IN PLACE USING TWO TEK SCREWS AT EACH END THRU SPANNER BEAM. (SEE SHELVING DETAIL G/F.0.201) ·ALL BACK TO BACK SHELF UNITS MUST BE FASTENED TOGETHER USING AT LEAST FOUR TEK SCREWS PER VERTICAL UPRIGHT. (SEE SHELVING DETAIL F/F.0.201) ·ATTACH HANDLE 44" A.F.F. +/- TO CENTER ON MOBILE UNITS ONLY. ·USE 2 1/2" LEAD DRIVE PINS ON MOBILE TRACK WITH CHAIN (SEE SHELVING DETAIL E/F.0.201) ·USE HILTI TZ ANCHOR ON TRACK WITH ANTI-TIP "I" TAB. (SEE SHELVING DETAIL - F/F.0.201) ·ALL BACK TO BACK SHELF UNITS WILL HAVE PLASTIC MESH SECURED ON THE BACK OF ONE UNIT (WITH METAL STRIPS AT THE TOP AND BOTTOM AND "ZIP TIED" EVERY 16" THROUGH THE CUT OUT) BEFORE UNITS ARE JOINED. ·CONTRACTOR TO CONSULT TENANT ONSITE CONSTRUCTION REPRESENTATIVE REGARDING PLACEMENT OF WARNING PLACARDS. HANG BAR (TYP) NOTCH 1 NOTCH 34 NOTCH 36 NOTCH 58 NOTCH 60 NOTCH 12 B SERIES (APPAREL - HANGING) 10 ' - 0 " [3 0 4 8 ] RUBBER BUMPER (TYP) SHELF (TYP) 10 ' - 0 " [3 0 4 8 ] NOTCH 21 NOTCH 31 NOTCH 44 NOTCH 1 NOTCH 51 NOTCH 16 NOTCH 6 SHELF (TYP) NOTCH 60 NOTCH 11 NOTCH 36 NOTCH 26 D SERIES (APPAREL - BOXERS) RUBBER BUMPER (TYP) 10 ' - 0 " [3 0 4 8 ] NOTCH 22 NOTCH 32 NOTCH 42 NOTCH 1 NOTCH 54 NOTCH 17 NOTCH 9 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 60NOTCH 60 NOTCH 48 NOTCH 27 U SERIES (HARDWARE) NOTCH 37 V SERIES (HARDWARE) 10 ' - 0 " [3 0 4 8 ] NOTCH 1 NOTCH 9 NOTCH 14 NOTCH 19 NOTCH 24 NOTCH 34 NOTCH 39 NOTCH 44 NOTCH 60 NOTCH 48 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 54 NOTCH 29 W SERIES (HARDWARE) 10 ' - 0 " [3 0 4 8 ] NOTCH 1 NOTCH 26 NOTCH 42 NOTCH 60 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 50 X SERIES (HARDWARE) 10 ' - 0 " [3 0 4 8 ] NOTCH 1 NOTCH 26 NOTCH 39 NOTCH 60 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 52 Y SERIES (HARDWARE) 10 ' - 0 " [3 0 4 8 ] NOTCH 1 NOTCH 28 NOTCH 60 NOTCH 48 RUBBER BUMPER (TYP) SHELF (TYP) Z SERIES (HARDWARE) 10 ' - 0 " [3 0 4 8 ] NOTCH 1 NOTCH 31 NOTCH 60 NOTCH 51 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 41 NOTCH 21 NOTCH 11 10 ' - 0 " [3 0 4 8 ] NOTCH 25 NOTCH 31 NOTCH 43 NOTCH 55 NOTCH 1 NOTCH 49 NOTCH 19 NOTCH 7 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 60 NOTCH 13 NOTCH 37 A SERIES (APPAREL - STACKED) NOTCH 58 NOTCH 60 NOTCH 20 NOTCH 39 10 ' - 0 " [3 0 4 8 ] NOTCH 50 NOTCH 1 C SERIES (APPAREL - HANGING) RUBBER BUMPER (TYP) HANG BAR (TYP) SHELF (TYP) NOTCH 54 NOTCH 7 NOTCH 1 E SERIES (BRA'S - HANGING) NOTCH 41 NOTCH 60 10 ' - 0 " [3 0 4 8 ] NOTCH 48 NOTCH 46 NOTCH 36 NOTCH 31 NOTCH 26 NOTCH 21 NOTCH 16 HANG BAR (TYP) RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 45 NOTCH 25 NOTCH 21 NOTCH 5 NOTCH 1 RUBBER BUMPER (TYP) SHELF (TYP) 10 ' - 0 " [3 0 4 8 ] NOTCH 60 G SERIES (Aerie - undies) NOTCH 9 NOTCH 37 NOTCH 41 NOTCH 13 NOTCH 17 NOTCH 29 NOTCH 33 NOTCH 50 NOTCH 55 NOTCH 55 NOTCH 49 NOTCH 33 NOTCH 25 NOTCH 9 NOTCH 1 RUBBER BUMPER (TYP) HANG BAR (TYP) 10 ' - 0 " [3 0 4 8 ] NOTCH 60 H SERIES (BRALETTE - HANGING) NOTCH 17 NOTCH 41 NOTCH 50 SHELF (TYP) 10 ' - 0 " [3 0 4 8 ] NOTCH 25 NOTCH 35 NOTCH 45 NOTCH 1 NOTCH 55 NOTCH 20 NOTCH 8 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 60NOTCH 60 NOTCH 50 NOTCH 30 Q SERIES (HARDWARE - AERIE) NOTCH 40 NOTCH 15 R SERIES (HARDWARE - AERIE) 10 ' - 0 " [3 0 4 8 ] NOTCH 1 NOTCH 26 NOTCH 40 NOTCH 60 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 50 S SERIES (HARDWARE - AERIE) 10 ' - 0 " [3 0 4 8 ] NOTCH 1 NOTCH 21 NOTCH 36 NOTCH 60 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 50 T SERIES (HARDWARE - AERIE) 10 ' - 0 " [3 0 4 8 ] NOTCH 1 NOTCH 30 NOTCH 60 NOTCH 54 RUBBER BUMPER (TYP) SHELF (TYP) NOTCH 42 NOTCH 24 NOTCH 36 NOTCH 48 NOTCH 1 NOTCH 20 NOTCH 39 NOTCH 58 RUBBER BUMPER (TYP) 10 ' - 0 " [3 0 4 8 ] NOTCH 60 F SERIES (CLEARANCE - HANGING) HANG BAR (TYP) NOTE: INDIVIDUAL SHELVES OMITTED FROM THESE END CAP VIEWS FOR CLARITY. PREFAB PUNCHED METAL BRACKET MOUNTING DETAIL SCALE: 1/2"=1'-0" A F.0.200 PREFAB PUNCHED METAL BRACKET MOUNTING DETAIL SCALE: 1/2"=1'-0" B F.0.200 (FULL HEIGHT) NOTCH 44 NOTCH 49 NOTCH 54 NOTCH 59 10 ' - 0 " [3 0 4 8 ] DRY ERASE BOARD NOTCH 29/30 NOTCH 34/35 (PARTIAL HEIGHT) NOTCH 44 NOTCH 49 NOTCH 54 NOTCH 59 10 ' - 0 " [3 0 4 8 ] DRY ERASE BOARD NOTCH 29/30 NOTCH 34/35 PREFAB PUNCHED METAL BRACKET MOUNTING DETAIL SCALE: 1/2"=1'-0" C F.0.200 (W/ FOLDING SHELF) NOTCH 12 NOTCH 17 NOTCH 44 NOTCH 49 NOTCH 54 NOTCH 59 DRY ERASE BOARD FOLDING SHELF (WHERE OCCURS) NOTCH 29/30 NOTCH 34/35 NOTCH 44 NOTCH 49 NOTCH 54 NOTCH 59 10 ' - 0 " [3 0 4 8 ] DRY ERASE BOARD NOTCH 29/30 NOTCH 34/35 NOTCH 14 NOTCH 19 PUNCHED METAL BRACKET PUNCHED METAL BRACKET PUNCHED METAL BRACKET NOTE: G.C. SHALL INSTALL DRY ERASE BOARDS WITH FABRIC (VELCRO) CABLE TIES - NOT SCREWS. FURN. BY TENANT INST. BY G.C. (TYP) MOBILE CARRIAGE SHELVING HEIGHT CONFIGURATION SERIES CODE SHELVING LENGTH FIXED SHELVING UNIT MOBILE SHELVING UNIT 3'-0"/4'-0" 3'-0"/4'-0" 1' - 4 " (T Y P . ) SHELVING/CARRIAGE KEY 1'- 4 " (T Y P . ) NOMINAL CARRIAGE DIMENSIONS 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 5 : 2 8 P M V 1 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ·NOT ALL COMPONENTS SHOWN ON THIS SHEET MAY BE REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR COMPONENTS USED. ·REQUIRED COMPONENTS MAY ARRIVE ON DIFFERENT SHIPMENTS AS NEEDED. F.0.200 ST O C K R O O M S H E L V I N G DE T A I L S TH I S S H E E T I S F O R R E F E R E N C E O N L Y Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: ANCHOR ALL FIXED UNITS WITH SCREWS AT EACH UPRIGHT TO WALL MOUNTED HORIZONTAL FURRING STRIP LOCATED AT TOP OF FIXED UNITS. ATTACH STEEL ANGLE AT BOTTOM OF EACH UPRIGHT PARTS DESCRIPTION STEP #1 CONFIRM PARTS TO PACKING LIST CONFIRM TRACK IS PARALLEL TO THE WALL. USE THE HILTI DRILL BIT ( 14" DIA.) FOR SECURING TRACK. THE TRACK HAS BEEN PREDRILLED. START BY SECURING ALL THE 96" PIECES OF ALUMINUM FOLLOWED BY ANY 73" PIECES ENDING WITH A MISCELLANEOUS PIECE.THEN PLACE THE STEEL IN THE ALUMINUM STARTING WITH 1 - 48" OF STEEL, FOLLOWED BY ALL 96" PIECES THEN THE 73" PIECES ENDING WITH 1 PIECE WITH A NON-COUNTERSUNK HOLE AT THE END. BE SURE THE HOLES IN THE STEEL INSERT AND THE HOLES IN THE ALUMINUM TRACK LINE UP. USING THE TRACK AS A GUIDE, DRILL THROUGH THE STEEL AND ALUMINUM INTO THE FLOOR. CAREFULLY CLEAN OUT THE HOLE. HAMMER IN THE HILTI 14" X 2" SLEEVE ANCHORS AND TIGHTEN TO THE SPECIFIED TORQUE (2.2 FT-LBS MAX). ALIGN REMAINING TRACK PARALLEL TO FIRST TRACK USING WHEEL CENTERS. ENSURE WHEEL IS CENTERED IN THE CHANNEL. ANCHOR ON END OF THE TRACK. TEST PARALLELISM BY ROLLING SEVERAL CARRIAGES ALONG THE TRACK RUN USING FULL BODY WEIGHT. TO CONFIRM PARALLELISM MAKE SEVERAL TRACK TO TRACK MEASUREMENTS ALONG EACH RUN. -CARRIAGES SHOULD ROLL FREELY WITH MINIMUM LATERAL WHEEL MOVEMENT. -THE TRACK ENDS SHOULD BE SQUARE AND ALIGNED. CONFIRM TRACK JOINTS ARE FULLY SEATED. ANCHOR END STOPS THROUGH TRACK WITH END STOP FASTENERS AS ABOVE. ANCHOR MID-TRACK FASTENERS. MO B I L E S H E L V I N G U N I T MOBIL E AISLE STA T I O N A R Y S H E L V I N G U N I T MO B I L E S H E L V I N G U N I T MO B I L E S H E L V I N G U N I T MOB I L E S H E L V I N G U N I T WALL TYPICAL "2 TRACK" MOBILE SYSTEM STA T I O N A R Y WALL SHE L V I N G U N I T TYPICAL "3 TRACK" MOBILE SYSTEM MO B I L E SHEL V I N G U N I T MOBI L E AISLE PIPP STANDARD PC FLAT TRACK IN-TRACK ANTI-TIP TRACK REF E/F.0.201 POSITIVE CARRIAGE LOCK ADD-ON TRACK IN-TRACK ANTI-TIP TRACK POSITIVE CARRIAGE LOCK ADD-ON TRACK IN-TRACK ANTI-TIP TRACK EXISTING WALL 2" CARRIAGE SPACERS ANY OR ALL OF THE FOLLOWING PARTS MAY BE INCLUDED IN YOUR SYSTEM. CONFIRM ALL PARTS AND QUANTITIES TO THE PACKING LIST BEFORE BEGINNING INSTALLATION. STEP #3 INSTALL TRACK (STAGGER JOINTS) MO B I L E SHE L V I N G U N I T MO B I L E SHE L V I N G U N I T MO B I L E SHE L V I N G U N I T STANDARD PC FLAT TRACK IN-TRACK ANTI-TIP TRACK REF E/F.0.201 2966 WILSON, SW WALKER, MI 49544-7564 PH: (800) 234-7477 FAX: (616) 791-9916 EMAIL: CUSTOMERSERV@PIPPMOBILE.COM HTTP://WWW.PIPPMOBILE.COM MOBILE STORAGE SYSTEMS, INC 1. INSTALL STATIONARY SHELVING AT ONE END (WHERE APPLICABLE). 2. START BOTTOM SHELF AT 3" OFF FINISHED FLOOR. 3. FASTEN TOP AND BOTTOM SHELVES PERMANENTLY TO STANDARDS. 4. FASTEN ALL STATIONARY SHELVING TO WALL WITH #10 TEK SCREWS AT EACH WALL STUD PER DETAIL J/ F.0.201. 5. FASTEN UPRIGHTS WITH 16-GAUGE FLOOR ANCHOR CLIP USING BOTTOM TAB PER DETAIL I/F.0.201. USE 1/4" NUT AND 1/4" FLAT WASHER & 1/4" HILTI TZ2 ANCHOR BOLT W/ MIN. 2.5" EMBED AT EACH POST. BOLT MIN. 6" FROM CRACK OR CONTROL JOINT. STATIONARY SHELVING EXISTING WALL 10 ' 36" o r 4 8 " 16" SEE NOTE 3 SEE NOTE 4 STEP #2 INSTALL STATIONARY SHELVING STEP #5 IN-TRACK ANTI-TIP 3/16" STEEL RIVETS FASTEN 34" x 16 GA. FLAT STAMP X-BRACES WITH #14 TEK SCREWS THROUGH EACH END TO POST. FOR BACK-TO-BACK SHELVING UNITS: FASTEN SHELVES BACK TO BACK W/ (4) #14 TEK SCREWS PER X-BRACE, SANDWICHING X-BRACE STRAPS BETWEEN UNITS FOR STAND ALONE SHELVING UNITS: FASTEN X-BRACE STRAPS TO BACK OF SINGLE SHELVING UNIT W/ (4) #14 TEK SCREWS NOTE: EACH END OF THE X-BRACES SHALL BE LOCATED EQUAL-DISTANCE FROM TOP & BOTTOM OF THE SHELVING UNITS. INSTALLATION INSTRUCTION PREPARED FOR: For technical assistance during business hours (8am - 5pm EST) 1-800-234-7477 ext 4076 Jim Raper 1-800-234-7477 ext 4064 Andrew Austin 1-800-234-7477 ext 4087 Greg Wesorick All Pipp carriages are equipped with the toll free number for urgent installation or repair matters. PC FLAT TRACK MOBILE CARRIAGE 3/8" X 3" HILTI TZ ANCHOR HEAVY DUTY ENDSTOP (ATTACH WITHHILTI II) 3/16" MASONRY DRILL BIT FOR CONCRETE SCREWS 3/16"X1-3/4" CONCRETE SCREW PC FLAT IN-TRACK ANTI-TIP TRACK POSI-LOCK ADDON TRACK ALUMINUM HANDLE #14 SELF DRILLING SCREW TYP. CROSS BRACING DETAIL Ø 1.5" SHELF ISOMETRIC UPRIGHT 2" Spacing From Wall Track placed touchingstationary shelving Track Track END STOP STEEL INSERT WASHER EACH END TYP, ALL TRACK BOLT-1/4-20 X 3/4 HILTI SLEEVE ANCHOR 1/4" X 2" 1/4 x 5/8 STEEL INSERT ALUM TRACK NOTE: STAGGARD SPLIT JOINTS ALIGN STEEL TO ALUMINUM TRACK USE 3/16" HILTI DRILL DRILL 1 3/4 MIN DEPTH IN FLOOR FLOOR Caution: Steel track insert and Aluminum track splices must stagger. Note: Track has been pre-assembled and match drilled for ease of assembly. TRACK: POSITION POSI-LOCK TRACK ON THE AISLE SIDE OF THE MOBILE SYSTEM. POSITION CHAIN SLOT TO THE AISLE. NOTE: THE PART OF THE TRACK THE CHAIN RUNS IN IS A SEPARATE PIECE FROM THE TRACK THE CARRIAGES RUN ON. THE CHAIN IS APPROXIMATLEY 4 INCHES SHORTER THAN THE TRACK. IT HAS BEEN PRE-ASSEMBLED WITH ONE FIXED END AND ONE ADJUSTABLE END. DETERMINE WHAT SIDE OF THE SYSTEM SIDE THERE IS ACCESS WITH AN ALLEN WRENCH FOR ADJUSTMENT. YOU WILL FEED THE CHAIN THROUGH THE OPPOSITE END. AFTER THE TRACK HAS BEEN STAGED FOR INSTALLATION (BEFORE USING THE ANCHORS) FEED THE CHAIN THROUGH THE TEE SLOT. WITH THE CHAIN THROUGH THE TRACK, SECURE THE TRACK WITH ANCHORS PROVIDED (14" NAIL-IN ANCHORS). BE SURE TO VERIFY THE BRAKE SEATS PROPERLY INTO THE TRACK PRIOR TO ANCHORING TO THE FLOOR. SEAT THE NON-ADJUSTING TEE IN THE CHAIN SLOT. PULL THE CHAIN TOWARDS THE ADJUSTING END. INSTALL ADJUSTER TEE NUT AND 1/4-20 ALLEN SCREW. TURN ALLEN SCREW UNTIL TENSION IS EXHIBITED ON THE CHAIN. NOTE: DO NOT OVER TIGHTEN THE CHAIN IN TRACK. CHAIN MUST BE ABLE TO MOVE EASILY SIDE TO SIDE WITHIN THE CHAIN POCKET IN THE TRACK. ADJUSTABLE STUD PAN HEAD ADJUSTING SCREW MASTER LINK CHAIN ADJUSTING END TEE NON-ADJUSTABLE TEE CHAIN MASTER LINK STEP #4 POSITIVE LOCKING BRAKE MECHANISM THE PIPP IN-TRACK ANTI-TIP SHOWN ABOVE WILL BE SHIPPED WITH THE STANDARD PC FLAT TRACK SHOWN TO THE RIGHT. ANCHOR THE STANDARD PC FLAT TRACK TO THE FLOOR WITH THE 3/16X1-3/4" CONCRETE SCREWS. IN-TRACK ANTI-TIP TRACK TO BE SECURED WITH 3/8X3" HILTI TZ2 ANCHORS (22.5" MAXIMUM SPACING). NOTE: MUST BE A MIN OF 6" FROM CRACK OR CONTROL JOINT THE GUIDE IS DESIGNED TO BE INSERTED INTO THE TRACK AFTER THE TRACK IS IN THE APPROXIMATE LOCATION, BUT PRIOR TO COMPLETELY SECURING IT TO THE FLOOR. THE SYSTEM IS SHIPPED COMPLETELY ASSEMBLED, HOWEVER, IF THE MOUNT ASSEMBLY CANNOT BE INSERTED INTO THE TRACK, IT IS POSSIBLE TO REMOVE AND RE-INSTALL THE MOUNT ASSEMBLY. THE MOUNT ASSEMBLY MUST BE PLACED IN THE ORIGINAL FACTORY LOCATION. THE SYSTEM WILL NOT WORK IF THE MOUNT ASSEMBLY IS NOT PLACED PROPERLY. SECURE THE SHELVING TO THE CARRIAGES WITH INSTALLER SUPPLIED HARDWARE. PIPP IN-TRACK ANTI-TIP Standard PC Flat Track EXISTING WALL PC Flat ITAT Track FLOOR ANCHOR CLIP FITS INTO LOWEST UPRIGHT TAB 16 GA. FLOOR ANCHOR PLATE UPRIGHT STRINGER FLOOR ANCHOR INSTALLATION PIPP RETAIL SHELVING G.C. TO MOUNT 1" X 6" F.R.T. WOOD FURRING STRIP TO EVERY WALL STUD W/ (3) #12 STEEL 2 1/2" LONG TEK COUNTERSINK HEAD SCREW FLUSH WITH BUT NOT LOWER THAN SURFACE OF FURRING. INSTALL WASHERS WHERE FURRING IS SOFT. NOTE: DRYWALL SCREW ARE NOT ACCEPTABLE ATTACH SHELVING UPRIGHT POST LOCATED AGAINST THE WALL TO 1" X 6" F.R.T. FURRING W/ (2) TAMPER PROOF TORX SCREWS PER UPRIGHT POST. THROUGH THE STEEL OF THE UPRIGHTS. * USE 14" DRILL. PRE-DRILL UPRIGHTS BEFORE USING SCREWS. ** #12 X 2" HEX HEAD S/M SCREW MAY BE USED IN PLACE OF TAMPER PROOF TORX SCREWS NOTE: WHEN WALL IS CONCRETE BLOCK, ATTACH FURRING TO CONCETE W/ HILTI HIT HY20 1/2" DIA. X 6" EMBEDMENT AT 16" O.C. STAGGERED. 12 " 96" OR 120" HIGH FIXED SHELVING UNITS 16 GA. FLOOR ANCHOR PLATE 1/4" x 3" ANCHOR 1/4" FLAT WASHER 1/4" NUT ATTACH UPRIGHT THROUGH HOLE IN CORNER AND PLATES WITH #12 TEK SCREWS. STEP #6 SHELVING BACK-TO-BACK AND X-BRACE ASSEMBLY #12 TEKSCREW VA R I E S RE F E R E N C E E L E V A T I O N S O N F. 0 . 2 0 0 20 Ga. SPANNER BEAM UPRIGHT POST: 3/4"X 1-9/16"X 16 GA ATTACH UPRIGHT THROUGH HOLE IN CORNER AND INTERMEDIATE PLATES WITH #12 TEK SCREWS. 14" X 3" HILTI TZ ANCHOR 38" MASONRY DRILL BIT FOR HILTI TZ ANCHORS #14 TEK SCREW UPRIGHTS UPRIGHTS NOTE: ANCHORS MUST BE A MIN OF 6" FROM CRACK OR CONTROL JOINT NOTE: ANCHORS MUST BE A MIN OF 6" FROM CRACK OR CONTROL JOINT PIPP STANDARD PC FLAT TRACK NOTE FOR SEISMIC AREAS: IN SEISMIC AREAS A 3/8" Ø HILITI TZ2 ANCHOR IS REQUIRED 12 " INSTALLATION INSTRUCTION PREPARED FOR: 3/16" STEEL RIVETS CROSS BRACE NON-STRUCTURAL (SEISMIC) USE 14"Ø X 2" LONG HILTI SLEEVE ANCHORS @ 19" O.C. POSI LOCK ADD-ON TRACK STANDARD PC FLAT TRACK POSI LOCK ADD-ON TRACK NON-STRUCTURAL (SEISMIC) USE 14"Ø X 2" LONG HILTI SLEEVE ANCHORS @ 19" O.C. STANDARD PC FLAT TRACK 20 Ga. SPANNER BEAM UPRIGHT POST: 3/4"X 1-9/16"X 16 GA FLEX RACK ASSEMBLY ATTACHED TO WALL FURRING 1.SECURE CONTINIOUS 1" X 6" WHITE PINE WOOD FURRING (#2 MINIMUM, KNOTS ARE TO BE NO CLOSER THAN 18" APART) TO EVERY WALL STUD TO ENSURE LATERAL STABILITY OF FULLY STOCKED WALL SHELVING. 2.ATTACH EVERY UPRIGHT POST LOCATED AGAINST THE WALL PER INSTRUCTIONS ABOVE. NO SCALE I F.0.201 PARTS LIST NO SCALE A F.0.201 TRACK DETAIL NO SCALE C F.0.201 "2 TRACK" CARRIAGE DETAIL NO SCALE G F.0.201 "3 TRACK" CARRIAGE DETAIL NO SCALE H F.0.201 SEE NOTE 5 FIXED SHELVING DETAIL NO SCALE B F.0.201 ANTI-TIP DETAIL NO SCALE E F.0.201 SHELVING DETAIL NO SCALE F F.0.201 BRAKE DETAIL NO SCALE D F.0.201 1/4" x 3" ANCHOR 1/4" FLAT WASHER 1/4" NUT NO SCALE J F.0.201 FIXED SHELVING FLOOR CLIP DETAIL FIXED SHELVING WALL MOUNT DETAIL AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 5 : 3 0 P M V 1 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT.F.0.201 ST O C K R O O M S H E L V I N G DE T A I L S TH I S S H E E T I S F O R R E F E R E N C E O N L Y Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 2'- 0 " 1'- 0 " 10" 6" 1'- 0 " PL A N H O L D E R F F.0.300 D F.0.300 C F.0.300 PREFAB. LOCKERS WITH CLEAR ACRYLIC DOORS FURN. BY TENANT AND INST. BY G.C. SEE A.0.140 FOR LOCATIONS NOTE: G.C. SHALL SECURE LOCKERS TO WALL. SEE T/F.0.300 FOR ACCESSIBILITY DETAILS NO SCALE PROCESSING TABLE (AS REQ'D) M1 F.0.300NO SCALE FILE CABINET NO SCALE E F.0.300 H F.0.300 G.C. SHALL SECURELY FASTEN STORAGE BIN TO WALL. SEE A.0.140 & FOR PLACEMENT. J F.0.300 46" [1168] X 16" [406] X 84" 2134] UPRIGHT METAL CABINET PERMANENTLY ATTACHED TO FLOOR. SEE A.0.140 FOR LOCATIONS METAL CABINET NO SCALE EMPLOYEE LOCKERS NO SCALE HANG BAR STORAGE BIN NO SCALE MARKETING CART MARKETING CART BY OTHERS. SEE A.0.140 FOR PLACEMENT METAL FILE CABINET BY OTHERS. SEE A.0.140 FOR PLACEMENT NO SCALE M2 F.0.300 PROCESSING TABLE (AS REQ'D) F.0.300 B2 PEGBOARD PANELS FURNISHED BY MILLWORK SUPPLIER INSTALLED BY G.C. SEE FLOOR PLAN FOR LOCATIONS SURFACE MOUNTED 1" [25] X 3" [76] FURRING STRIPS. FURN. BY MILLWORKER, INST. BY G.C. CONTINUOUS @ TOP, MIDDLE, BOTTOM, AND SIDES OF PEGBOARD. (ELEVATION)SCALE: 1/4"=1' [1:50] HIGH PEGBOARD DETAIL EXISTING WALL SURFACE FLOOR 7'- 0 " [ 2 1 3 4 ] 4'- 0 " [ 1 2 1 9 ] FU L L S H E E T NO SCALE CHARGING STATION DETAILP F.0.300 1' - 1 0 " [5 5 9 ] 3'- 2 " [9 6 5 ] 1'- 6 " [4 5 7 ] 2'-0" [610] X 3'-6" [914], 3/4" [19] NON-COM PLYWOOD BACKER BOARD PRIMED AND PAINTED [P-2e] BY MILLWORK COMPANY. MCMASTER-CARR #11845A11 HOOK (TYP OF 2) WHITE PAINTED SHELF ATTACHED TO BACKER BOARD. 6 OUTLET SURGE PROTECTOR E.C. SHALL INSTALL DUPLEX RECEPT. @ 1'-6" [457] ABOVE CONCRETE SLAB. NOTE: PLYWOOD WILL COME FROM MILLWORK COMPANY WITH HOOKS PRE-ATTACHED AND THE SCREWS INSTALLED FOR MOUNTING CHARGING UNITS. G.C. SHALL MOUNT UNIT TO WALL AND INSTALL CHARGING UNITS AND SURGE PROTECTOR AS INDICATED. 2'-0" [610] MOTOROLA #56531 6 UNIT CHARGING STATION 5' - 0 " [1 5 2 4 ] NO SCALE CORNER GUARD DETAILR F.0.300 2 1/4" [57] x 2 1/4" [57] 18 GAUGE GALVANIZED CORNER GAURD FURN. BY TENANT INST. BY G.C. G.C. SHALL INSTALL WITH GLUE AND SCREWS. EXISTING OUTSIDE 90 DEGREE DRYWALL CORNER FINISHED CONCRETE SLAB F.0.300 B1 PEGBOARD PANELS FURNISHED BY MILLWORK SUPPLIER INSTALLED BY G.C. SEE FLOOR PLAN FOR LOCATIONS SURFACE MOUNTED 1" [25] x 3" [76] FURRING STRIPS. FURN. BY MILLWORKER, INST. BY G.C. CONTINUOUS @ TOP, MIDDLE, BOTTOM, AND SIDES OF PEGBOARD. (ELEVATION)SCALE: 1/4"=1' [1:50] PEGBOARD DETAIL EXISTING WALL SURFACE FLOOR 10 ' - 0 " [ 3 0 4 8 ] FU L L S H E E T FU L L S H E E T HA L F SH E E T 1'- 0 " [ 3 0 5 ] 2'- 0 " [6 1 0 ] 3'- 0 " [9 1 4 ] NO SCALE EMPLOYEE I.D. BADGE STORAGE DETAILS F.0.300 2'-0" [610] X 3'-6" [914], 3/4" [19] NON-COM PLYWOOD OR PARTICLE BOARD BACKER PRIMED AND PAINTED [P-2e] BY MILLWORK COMPANY. 2'-0" [610]STEEL PANEL FURN. & INST. BY MILLWORK COMPANY. NOTE: PLYWOOD WILL COME FROM MILLWORK COMPANY WITH HOOKS AND METAL PANEL PRE-INSTALLED. G.C. SHALL MOUNT TO WALL AS SHOWN. INTERIORDESIGN 6 HOOK STEEL GARMENT RAIL. LOWES ITEM# 45850 FURN. & INST. BY MILLWORK COMPANY. 1'- 0 " [3 0 5 ] NOTE: PEGBOARD PANELS TO BE MOUNTED WITH FURRING STRIPS ON ALL 4 SIDES (TYP). PLAN HOLDER NO SCALE PREFAB. PLAN HOLDER ASSEMBLY: ·ALL BY MILLWORK SUPPLIER. ·6"Ø [152] x 24" [610] PVC TUBE WITH PRE-ATTACHED BOTTOM CAP. ·12" [13] x 10" [254] x 24" [610] PLYWOOD BACKER. ·TUBE TO BE PRE-ATTACHED TO PLYWOOD BACKER. ·"PLAN HOLDER" TO BE CLEARLY STENCILED ON SIDE OF TUBE. G.C. TO INSTALL PLAN HOLDER NEAR ELECTRICAL PANELS AS INDICATED (VIF) N.T.S. EQUIPMENT WALLA2 F.0.300 TRIPP-LITE SMART RACK ENCLOSURE MOUNTED 6'-3" [1905] ABOVE CONCRETE SLAB TO BOTTOM OF RACK. (REAR HINGE ON LEFT SIDE) FURN BY TENANT, INST BY G.C. (3) DATA OUTLET AND (1) RJ-11 PHONE JACK BOX BY E.C. @ 3'-0" [914] ABOVE CONCRETE SLAB. STORAGEE CABINET (LOCATE UNDER DESK) FURN BY TENANT, PLACED BY G.C. (1) 4'-0" [1219] X 8'-0" [2438] & (1) 2'-0" [609.5] X 8'-0" [2438] 3/4" [19] NON-COM PLYWOOD BACKER BOARD FURN & INST BY G.C. PRINTER FURN & INST BY TENANT.1'-0" [305] 1'-0" [305] 4'-0" [1219] SHELVING FURN BY TENANT, INST BY G.C. (TYP) IP PHONE FURN & INST BY TENANT. COMPUTER MONITOR & KEYBOARD FURN & INST BY TENANT. MANAGER'S DESK FURN BY TENANT, ASSEMBLED AND PLACED BY G.C. 6" [152] E.C. SHALL INSTALL QUAD RECEPT. @ 3'-0" [914] ABOVE CONCRETE SLAB. 18" WHITE WALL STANDARD FURN BY TENANT, INST BY G.C. (TYP OF 2) NOTE: COMWORKS TO LABEL ALL WIRES/DATA LINES. WIRE CHASE FURN & INST BY TENANT (TYP) C OF EXISTING A/V RACKL 2' - 6 " [7 6 2 ] 5' - 3 " [1 6 0 0 ] 4' - 1 12" [1 2 5 7 ] NEW AUDIO/VISUAL SYSTEM, FURN & INST BY VENDOR. TO BE INSTALLED AT 9'-0" [2743] ABOVE CONCRETE SLAB. E.C. SHALL INSTALL NEW DUPLEX RECEPT. TO 10'-0" [3048] ABOVE CONCRETE SLAB FOR A/V EQUIP. SCOPE: E.C. SHALL FURNISH AND INSTALL ALL MATERIALS TO PROVIDE ELECTRICAL SERVICE TO RECEPTACLES FOR I.T EQUIPMENT AT THE LOCATION SHOWN ON THE DRAWINGS, INCLUDING ALL WIRING TO PANEL BOARD TO MAKE SYSTEM OPERATIONAL. FURNISH AND INSTALL CONDUIT, BOXES AND CABLE (LOW VOLTAGE CAT 6 CABLE FURN. BY TENANT) FOR PHONE AND DATA RECEPTACLES. WHERE PERMITTED, ALL PHONE, DATA AND ELECTRICAL RECEPTACLES SHALL BE RECESSED. NEW WALL MOUNTED SERVER RACK, FURN & INST BY VENDOR. TO BE INSTALLED AT 9'-0" [2743] ABOVE CONCRETE SLAB. 1'-3" [381] 1'-3" [381] ORANGE IG QUAD RECEPT. BY E.C. @ 8'-8" [2565] ABOVE CONCRETE SLAB FOR I.T. RACK 1'-6" [457] 1'-4" [407] ORANGE IG QUAD RECEPT. BY E.C. @ 10'-0" [2565] ABOVE CONCRETE SLAB FOR SERVER RACK NO SCALE DIGITAL COMMUNICATION CENTERQ F.0.300 (2) CAT 6 RUNS TO ISP CABINET BY E.C. & CONNECTION BY OTHERS MONITOR MOUNTING BRACKET BY OTHERS iPAD MOUNTING BRACKET BY OTHERS LINE OF iPAD & CASE BY OTHERS TOP CENTER HOLE CL OF BRACKETS FRT PLYWOOD BLOCKING IN WALL BEYOND BY G.C. 2" [51] TYP TOP CENTER HOLE 3' - 9 " [ 1 1 4 3 ] 5' - 6 " [ 1 6 7 6 ] CL CL 5' - 8 " [ 1 7 2 7 ] CL 15 AMP DECORATOR USB CHARGING ELECTRICAL DUPLEX OUTLET. BY E.C. LINE OF 32" MONITOR NOTE: ·ALL REQUIRED TECH EQUIPMENT TO BE FURNISHED BY TENANT AND INSTALLED BY TENANT'S VENDOR. ·IF LOCATED ON A DEMISING WALL, G.C. SHALL SURFACE MOUNT PLYWOOD AND AND EC TO SURFACE MOUNT OUTLETS SCALE: 1/2" = 1'-0" [1:25] LOCKER ACCESSIBILITY DETAILT F.0.300 6'- 6 " [1 9 8 1 ] 15 " - 4 8 " F O R W A R D RE A C H A C C E S S I B L E LO C K E R O P E R A B L E A R E A 1'- 6 " [4 5 7 ] LOCKER ELEVATION LOCKER PLAN 30" [762] CL E A R S I Z E P E R C O D E (4 8 " [ 1 2 1 9 ] O R 5 2 " [ 1 3 2 1 ] ) 10 " [2 5 4 ] PREFAB. LOCKERS WITH CLEAR ACRYLIC DOORS FURN. BY TENANT AND INST. BY G.C. SEE A.0.140 FOR LOCATIONS NOTE: G.C. SHALL SECURE LOCKERS TO WALL. SEE F/F.0.300 FOR AXON DETAIL. LOCKERS TO BE IN COMPLIANCE WITH CBC 11B-225.2.1 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 4/ 1 1 / 2 0 2 5 3 : 3 5 : 3 4 P M V 1 . 3 NOTE: ·NOT ALL COMPONENTS SHOWN ON THIS SHEET MAY BE REQUIRED. COMPONENTS SHOWN GHOSTED ARE BELIEVED TO EXIST. NOTIFY FIELD REP IMMEDIATELY WITH DISCREPANCIES. SEE ARCHITECTURAL DRAWINGS FOR COMPONENTS USED. ·REQUIRED COMPONENTS MAY ARRIVE ON DIFFERENT SHIPMENTS AS NEEDED. F.0.300 ST O C K R O O M F I X T U R E DE T A I L S RE V I S E D P E R B D C O M M E N T S 1 01 / 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 DETAIL 'F' GALVANIZED w/VISIBLE WELDS FRAME BACK LIT LOGO IN MIRROR ARTWORK TO BE SUPPLIED 1/4" MIRROR FRAME SECURED ONTO BACKER WITH #8 WOOD SCREWS, TYP. VARIES 34" / 36" VA R I E S 84 " / 9 6 " VARIES 34" / 36" VA R I E S 84 " / 9 6 " GALVANIZED w/VISIBLE WELDS FRAME BACK LIT LOGO IN MIRROR ARTWORK TO BE SUPPLIED 1/4" MIRROR FRAME SECURED ONTO BACKER WITH #8 WOOD SCREWS, TYP. 258" [67] VA R I E S MOUNTED TO WALL ON FRENCH CLEATS EF.1.400 E F.1.400 MIRROR HUNG ON WALL WITH FRENCH CLEATS. GC TO ENSURE BLOCKING IS INSTALLED AS REQUIRED. MIRROR HUNG ON WALL WITH FRENCH CLEATS. GC TO ENSURE BLOCKING IS INSTALLED AS REQUIRED. 9" [ 2 2 9 ] 6'- 2 1 4" [ 1 8 8 6 ] 9" [ 2 2 9 ] 9" [ 2 2 9 ] 6'- 2 1 4" [ 1 8 8 6 ] 9" [ 2 2 9 ] B F.1.400 SCALE: 3/4" = 1'-0" [1:16] A + E MIRROR SCALE: 3/4" = 1'-0" [1:16] FRONT ELEVATION AXON FRONT ELEVATION AXON SIDE SECTION LM-22.2 DEMIM GUIDE PANEL - FRONT ELEVATIONJ F.1.400 SCALE: 3/4" = 1'-0" [1:16] 7'- 1 1 " [ 2 4 1 4 ] 4' - 0 14" [ 1 2 2 6 ] 2'-4" [711] 3' - 1 0 34" [1 1 8 7 ] [MT-1e] BAR 2'-01 4" [616] WD-1e FINISH FLOOR LINE PANELS SECURED TO WALL BY G.C. WITH (3) Z-CLIPS SENT LOOSE. GC TO INSTALL BLOCKING AS REQUIRED 7'- 1 " [ 2 1 5 9 ] VARIES 18" / 30" / 36" A F.1.400 SCALE: 3/4" = 1'-0" [1:16] MIRROR DETAIL - L-5 SCALE: 3/4" = 1'-0" [1:16] FRONT ELEVATION SIDE ELEVATION PLAN VARIES 18" / 30" / 36" 7'- 1 " [ 2 1 5 9 ] FRENCH CLEAT LOCATION. GC TO ENSURE BLOCKING IS INSTALLED AS REQUIRED. 1/4" [6] POLISHED PLATE GLASS MIRROR, [MT-9] FRAME PREFABRICATED MIRROR W/ FRAME FURN. BY TENANT INST. BY G.C. EXISTING PARTITION 10 " [ 2 5 4 ] 258" [ 6 7 ] 9" [ 2 2 8 ] FRENCH CLEAT LOCATION. GC TO ENSURE BLOCKING IS INSTALLED AS REQUIRED. 10 " [ 2 5 4 ] 7'- 1 1 " [ 2 4 1 3 ] FINISHED FLOOR 1' - 1 0 1 2" [ 5 7 2 ] 4'- 1 1 3 4" [ 1 5 1 7 ] 4/ 1 1 / 2 0 2 5 3 : 3 5 : 3 6 P M AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 F.1.400 XSCAD SA L E S / F I T T I N G A R E A F I X T U R E DE T A I L S TH I S S H E E T I S F O R R E F E R E N C E O N L Y Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 1 316" [30] 4" [ 1 0 2 ] 3'-01 4" [921] 6'- 1 0 12" [ 2 0 9 6 ] 3'-014" [921] 1 316 " [ 3 0 ] 2'-81 4" [819]2" [51] 3'- 0 " [ 9 1 4 ] 3'- 0 " [ 9 1 4 ] (3) LOOSE Z-CLIPS TO BE SENT WITH MILLWORK PANEL. GC TO INSTALL CLIPS ONTO PANEL. GC TO ENSURE BLOCKING IS INSTALLED AS REQUIRED. WD-1e PEGBOARD (3) LOOSE Z-CLIPS TO BE SENT WITH MILLWORK PANEL. GC TO INSTALL CLIPS ONTO PANEL. GC TO ENSURE BLOCKING IS INSTALLED AS REQUIRED. 7'- 6 " [ 2 2 8 6 ] 712" [ 1 9 0 ] FINISH FLOOR LINE 4' - 6 " [ 1 3 7 2 ] 11x14 FITTING ROOM FRAME PEGBOARD SIGN INSTALLED BY STORE TEAM / OTHERS. SEE B1/F.1.401 FOR MORE DETAILS. 1' - 2 " [ 3 5 5 ] B F.1.401 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM PEGBOARD - LM-20.1 SCALE: 3/4" = 1'-0" [1:16] FRONT ELEVATION SIDE ELEVATION PLAN ACRYLIC LIT EDGE 138" [35] 6'- 1 0 12" [ 2 0 9 6 ] 3'-0" [914] 7'- 6 " [ 2 2 8 6 ] 712" [ 1 9 0 ] FINISH FLOOR LINE MIRROR ACRYLIC TOUCH BUTTON MIRROR SECURED TO WALL BY G.C. WITH (2) Z-CLIPS SENT LOOSE. GC TO INSTALL BLOCKING AS REQUIRED ELECTRICAL BOX 5'- 6 58" [ 1 6 9 2 ] DUPLEX RECEPTACLE MOUNTED HORIZONTALLY 1' - 9 38" [ 5 4 2 ] 5' - 2 34" [ 1 5 9 3 ] MIRROR SECURED TO WALL BY G.C. WITH (2) Z-CLIPS SENT LOOSE. GC TO INSTALL BLOCKING AS REQUIRED C F.1.401 SCALE: 3/4" = 1'-0" [1:16] FITTING ROOM MIRROR - LM-19.2 SCALE: 3/4" = 1'-0" [1:16] FRONT ELEVATION REAR ELEVATION SIDE ELEVATION 1'- 2 12" [3 6 8 ] MT-1 FRAME INNER PLATE 11" X 14" SIGN 11x14 FITTING ROOM FRAMEB1 F.1.401 SCALE: 3" = 1'-0" [1:8] HEX-NUT EXPANSION PLUG WITH PANHEAD SCREW 4/ 1 1 / 2 0 2 5 3 : 3 5 : 3 7 P M AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 F.1.401 XSCAD SA L E S / F I T T I N G A R E A F I X T U R E DE T A I L S TH I S S H E E T I S F O R R E F E R E N C E O N L Y Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 VIDEO MONITOR ELEVATION SCALE: 3" = 1'-0" [1:4] A F.1.500 VIDEO MONITOR SIDE ELEVATION SCALE: 3" = 1'-0" [1:4] B F.1.500 86" UH5F-H - VIDEO MONITOR. FURNISHED BY TENANT, INSTALLED BY G.C./A.V. CONSULTANT. COORDINATE WITH FIELD REP. 9'-4" [2844] A.F.F. 7'-11" A.F.F. 3'-0" [914] 3'- 7 3 16 " [ 1 0 9 7 ] 1-5/8" UNISTRUT (36"W) PROVIDED AND INSTALLED BY GC. GC TO ENSURE THERE IS ADEQUATE BLOCKING INTEGRATED IN WALLTO SUPPORT MONITOR WEIGHT UNISTRUT MENU BOARD BRACKETS. FURNISHED BY TENANT, INSTALLED BY G.C./A.V. CONSULTANT. COORDINATE WITH FIELD REP. 6'-313 16" [1926] EXISTING WALL FINISH VARIES G.C. TO INSTALL 3/4" [19] FRT PLYWOOD BLOCKING FOR VIDEO BRACKET SUPPORT LC 3" [76]3" [76] 15 AMP DUPLEX FOR MONITOR PROVIDED BY G.C. 2 1/8" [54] DIAMETER HOLE BY G.C. FOR AUDIO/VISUAL CONSULTANT USE. BLOCKING PROVIDED AND INSTALLED BY GC [P-3e] 3" [76] 4" [ 1 0 2 ] 8" [ 2 0 3 ] 4" [ 1 0 2 ] 7'-6" A.F.F. BLOCKING PROVIDED AND INSTALLED BY GC [P-9e] 18° 4/ 1 1 / 2 0 2 5 3 : 3 5 : 3 9 P M AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 F.1.500 VI D E O M O N I T O R D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 FRONT WRAP TOP PLAN F.1.800 A SCALE: 3/4" = 1'-0" [1:16] FRONT WRAP EXTERIOR ELEVATION F.1.800 B SCALE: 3/4" = 1'-0" [1:16] FRONT WRAP INTERIOR F.1.800 F SCALE: 3/4" = 1'-0" [1:16] FRONT WRAP EXTERIOR F.1.800 G SCALE: 3/4" = 1'-0" [1:16] FRONT WRAP SIDE ELEVATION F.1.800 D SCALE: 3/4" = 1'-0" [1:16] 2'-61 16" 112" [38] 2'-4 916" 2' - 9 12" [ 8 5 1 ] 1 1/2" X 1 1/2" SOLID PINE TRIM 1 1/2" X 1 1/2" SOLID PINE TRIM FRONT WRAP SECTION F.1.800 E SCALE: 3/4" = 1'-0" [1:16] FRONT WRAP INTERIOR ELEVATION F.1.800 C SCALE: 3/4" = 1'-0" [1:16] NOTE: PRIOR TO FABRICATION, CASH/WRAP VENDOR SHALL COORDINATE WITH ALL ARCHITECTURAL FLOOR PLAN SHEETS, TO ENSURE PROPER CASH/WRAP DETAILS ARE SHOWN ON THIS SHEET. COORDINATE ANY DISCREPANCIES WITH TENANT REP. PRIOR TO ANY FABRICATION. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: CASH REGISTER DESIGNATIONS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH TENANT REP. FOR ACTUAL NUMBER & CONFIGURATION. NOTE: E.C. SHALL VERIFY ALL CASH/WRAP CIRCUITS ON SITE. CIRCUIT NUMBERS SHOWN ON THIS DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. TRENCHING OF SLAB ONLY IN SLAB ON GRADE SCENARIO. ALL OTHER LEVELS CORE DRILL NOTE: PRIOR TO STARTING ANY CASH/WRAP ELECTRICAL WORK, E.C. SHALL VERIFY WITH TENANT FIELD REP. THE FINAL PLACEMENT OF CASH/WRAP ELECTRICAL CONDUIT STUB-INS. RADIATA PINE EXTERIOR AND EDGES, PAINT PMS296 GALVANNEAL FORMED METAL TOP RADIATA PINE EXTERIOR AND EDGES, PAINT PMS296 TAG HOLE LOCATIONS (TYP) PIN HOLE LOCATION (TYP) GALVANNEAL FORMED METAL TOP BLUE GLOSS TBD INTERIOR LEDGE 1/4" ACYLIC INSERT 2'-7" [788] 4" [102]RADIATA PINE EXTERIOR AND EDGES, PAINT PMS296 3 4" [19] 5'-3" [1601] 3 4" [18] 1'-758" [499] 1'-7" [483] 712" [1 9 1 ] 2'- 6 116 " [7 6 4 ] B F.1.800 C F.1.800 D F.1.800 34" [19] 5'-0" [1524] 3 4" [19] 2' - 9 12" [8 5 1 ] DE-TAGGER INSTALLED BY SHOWBEST, PROVIDED BY OTHERS RADIATA PINE DOOR, PAINT PMS296 RADIATA PINE FINISHED END, PAINT PMS296 GALVANNEAL FORMED METAL TOP (2) LOCKING CASTERS (2) NON-LOCKING CASTERS LOCKEDDRAWER BAGS BAGS BAGS HANGER BIN BEHIND DOOR TRASH CAN BEHIND DOOR HANGER BIN BEHIND DOOR F.1.800 E RADIATA PINE FINISHED END, PAINT PMS296 5'-11 2" [1562] 5'-41 2" [1638] 2'- 2 1 2" [6 7 3 ] 12" [1 3 ] 61116 " [1 7 0 ] 14" [6 ] 2' - 9 1 2" [8 5 1 ] 1'-615 16" [481] 1'-75 8" [499] RADIATA PINE EXTERIOR AND EDGES, PAINT PMS296 BLUE GLOSS TBD INTERIOR LEDGE 2'-6 116" [764] 2' - 9 12" [ 8 5 1 ] 4/ 1 1 / 2 0 2 5 3 : 3 5 : 4 1 P M F.1.800 AE M O B I L E C A S H W R A P D E T A I L S AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 2'- 9 15 16 " [ 8 6 2 ] FLEXIBLE MOBILE POS W/ REGISTER, CASH DRAWER AND FLIP UP COUNTER 3'-0" [914] (2) LOCKING CASTERS (2) NON-LOCKING CASTERS PULLOUT BAG SHELVES PLAN F.1.801 A SCALE: 3/4" = 1'-0" [1:16] EXTERIOR ELEVATION F.1.801 B SCALE: 3/4" = 1'-0" [1:16] INTERIOR ELEVATION W/ DOORS F.1.801 C SCALE: 3/4" = 1'-0" [1:16] F.1.801 E SCALE: 3/4" = 1'-0" [1:16] SIDE ELEVATION F.1.801 D SCALE: 3/4" = 1'-0" [1:16] SECTION INTERIOR F.1.801 G SCALE: 3/4" = 1'-0" [1:16] EXTERIOR F.1.801 H SCALE: 3/4" = 1'-0" [1:16] NOTE: PRIOR TO FABRICATION, CASH/WRAP VENDOR SHALL COORDINATE WITH ALL ARCHITECTURAL FLOOR PLAN SHEETS, TO ENSURE PROPER CASH/WRAP DETAILS ARE SHOWN ON THIS SHEET. COORDINATE ANY DISCREPANCIES WITH TENANT REP. PRIOR TO ANY FABRICATION. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: CASH REGISTER DESIGNATIONS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH TENANT REP. FOR ACTUAL NUMBER & CONFIGURATION. NOTE: E.C. SHALL VERIFY ALL CASH/WRAP CIRCUITS ON SITE. CIRCUIT NUMBERS SHOWN ON THIS DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. TRENCHING OF SLAB ONLY IN SLAB ON GRADE SCENARIO. ALL OTHER LEVELS CORE DRILL G.C. SHALL SUPPLY BARRIER FREE SIGNAGE @ CASHWRAP AS REQUIRED GALVANNEAL FORMED METAL TOP RADIATA PINE EXTERIOR/INTERIOR, PAINT PMS296 RADIATA PINE FINISHED END, PAINT PMS296 C F.1.802 B F.1.801 D F.1.801 RADIATA PINE FINISHED END, PAINT PMS296 GALVANNEAL FORMED METAL TOP RETURN POLICY PLEX INSERT TAG HOLE LOCATIONS (TYP) PIN HOLE LOCATION (TYP) 34" [19] 3'-01 2" [927] 34" [19] 3'-2" [966] 3'- 0 " [ 9 1 4 ] 61 2" [166] 6" [152] 2'-01 4" [616] RADIATA PINE FINISHED END, PAINT PMS296 2' - 9 15 16 " [ 8 6 2 ] 3'-2" [966] 3'-2" [966] 2' - 9 15 16 " [ 8 6 2 ] F.1.802 E BLACK PLASTIC WASTE CAN & HANGER BIN BEYOND (2) LOCKING CASTERS (2) NON-LOCKING CASTERS DE-TAGGER INSTALLED BY SHOWBEST. PROVIDED BY OTHERS RADIATA PINE EXTERIOR/INTERIOR, PAINT PMS296 GALVANNEAL FORMED METAL TOP RADIATA PINE FINISHED END, PAINT PMS296 RADIATA PINE DOOR, PAINT PMS296 CASHTAGS 3'-0" [914] 2' - 9 15 16 " [ 8 6 2 ] (2) LOCKING CASTERS (2) NON-LOCKING CASTERS RADIATA PINE FLIP PANEL, PAINT PMS296 RADIATA PINE FINISHED END, PAINT PMS296 4/ 1 1 / 2 0 2 5 3 : 3 5 : 4 2 P M F.1.801 AE M O B I L E C A S H W R A P D E T A I L S AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] GO BACK ELEVATIONA2 F.2.400 FINISHED FLOOR LINE 3' - 0 " [ 9 1 4 ] 2' - 1 1 " [ 8 8 9 ] GO BACK SHELF, SEE A/F.2.400 FOR DETAIL (TYP) L OF WALLC 3" [76]3" [76] 3" [76] GO BACK SHELF W/ DRAWERS, SEE A1/F.2.400 FOR DETAIL (TYP) (IF REQUIRED)NO SCALE GO BACK SHELFA F.2.400 (IF REQUIRED)NO SCALE GO BACK SHELF W/ DRAWERSA1 F.2.400 PREFINISHED 18" X 32" BIRCH SHELF W/ DRAWERS PREFINISHED 14" X 32" BIRCH SHELF WALL BRACKET PREFINISHED BRASS HANG BAR BIRCH FRAME 1/4" HARDWOOD BACKER SECURE TO WALL W/ SUPPLIED Z-CIPS (TYP) SCALE: 3/4" = 1'-0" [1:16] 36" x 42" GRAPHIC FRAMEB F.2.400 MID TONE BIRCH BACK BOARD KNOBS MOUNTED TO FACE OF BOARD BIRCH FRONT BOARD SCALE: 3/4" = 1'-0" [1:16] STYLE BARC F.2.400 CL OF WALL 5'- 1 1 " [ 1 8 0 4 ] SCALE: 3/4" = 1'-0" [1:16] STYLE BAR ELEVATIONC1 F.2.400 STYLE BAR (C/ F.2.400) 1' - 0 " [ 3 0 3 ] BRASS LEDGE 5' - 4 " [ 1 6 2 6 ] 2" [ 5 1 ] NO SCALE BRASS LEDGED F.2.400 2'-0" [610] 4'-0" [1211] NO SCALE BRASS LEDGE ELEVATIOND1 F.2.400 NO SCALE 72" CIRCLE MIRRORF F.2.400 72" DIAMETER ILLUMINATED MIRROR NO SCALE BRASS HANG BARE F.2.400 BRASS HANGBAR 2'-0" [609] 5' - 0 " [ 1 5 2 4 ] NO SCALE BRASS HANG BAR ELEVATIONE1 F.2.400 NO SCALE SOFAG F.2.400 NO SCALE BENCHH F.2.400 NO SCALE END TABLESI F.2.400 NO SCALE RESIN CHAIRJ F.2.400 NO SCALE COFFEE TABLEK F.2.400 NO SCALE ETEGEREL F.2.400 4/ 1 1 / 2 0 2 5 3 : 3 5 : 4 5 P M V 1 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 F.2.400 AE R I E S A L E S / F I T T I N G A R E A FI X T U R E D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 MIRROR WALL BRACKET FURN. BY TENANT, INST. BY G.C. SEE DET. D/F.2.401 PREFABRICATED SAFTEY BACKED MIRROR W/ FRAME FURNISHED BY TENANT INST. BY G.C. STANDARD FLOOR BRACKET, SEE PART #MIR-BRKT-FLR 1/2" [13] x 1 1/2" [38] CROSS BAR (SHOWN DASHED) 1/4" [6] POLISHED PLATE GLASS MIRROR [GL-2a] W/ PREFINISHED BACK PRE-INSTALLED BY OTHERS. PREFABRICATED SAFTEY BACKED MIRROR W/ BRASS FRAME FURNISHED BY TENANT INST. BY G.C. STANDARD FLOOR BRACKET (SHOWN DASHED) 1/2" [13] x 1 1/2" [38] CROSS BAR (SHOWN DASHED) PREFABRICATED SAFTEY BACKED MIRROR W/ BRASS FRAME FURNISHED BY TENANT INST. BY G.C. STANDARD FLOOR BRACKET (SHOWN DASHED) 1/4" [6] POLISHED PLATE GLASS MIRROR [GL-2a] W/ PREFINISHED BACK PRE-INSTALLED BY OTHERS. SCALE: 3/4" = 1'-0" [1:16] 36" LEANING MIRRORB F.2.401SCALE: 3/4" = 1'-0" [1:16] 20" LEANING MIRRORA F.2.400 SCALE: 3/4" = 1'-0" [1:16] LEANING MIRROR SECTIONC F.2.401 7'- 4 " [2 2 3 5 ] C E N T E R L I N E O F B R A C K E T 3'-0" [914] 8' - 0 " [ 2 4 3 8 ] 1'-8" [508] 8' - 0 " [ 2 4 3 8 ] CL DRILL THRU AND COUNTERSINK FOR #8 FH SCREW 1/8" CRS, EASE ALL EDGES FINISH: M9 SECTION ISOMETRIC MOUNT DIRECTLY TO STUD SCALE: 6" = 1'-0" [1:2] MIRROR WALL BRACKETD F.2.401 18" [3] 1316" [21] 18" [3] 112" [ 3 8 ] 112" [ 3 8 ] 3" [ 7 6 ] 118" [28] 1316 " [2 1 ] 3° 2 316 " [ 5 5 ] 3° MID TONE BIRCH BACK BOARD KNOBS MOUNTED TO FACE OF BOARD BIRCH FRONT BOARD SCALE: 3/4" = 1'-0" [1:16] STYLE BARE F.2.401 CL OF WALL 5'- 1 1 " [ 1 8 0 4 ] SCALE: 3/4" = 1'-0" [1:16] STYLE BAR ELEVATIONE1 F.2.401 STYLE BAR (C/ F.2.400) 1'- 0 " [ 3 0 3 ] 4'-0" [1211] 4/ 1 1 / 2 0 2 5 3 : 3 5 : 4 5 P M V 1 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 F.2.401 AE R I E S A L E S / F I T T I N G A R E A FI X T U R E D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3" = 1'-0" [1:4] CEILING MOUNTING DETAILB F.2.500 PROVIDE 600S162-43 METAL STUD BLOCKING BETWEEN CEILING FRAMING (MAX. 4'-0" LONG); FASTEN TO FRAMING WITH MIN. 16-GAUGE FRAMING CLIP AND MIN. (2) #10 SCREWS TO BLOCKING AND FRAMING CEILING 1 3/4" O.D. X .095" WALL STEEL TUBE SLEEVE WITH SET SCREW WELDED TO 1/4" X 4 1/2" DIA. MOUNTING PLATE, PREFINISHED WHITE #10 X 1 3/4" LONG, SELF TAPPING SCREWS (TYP OF 4) 112" [3 8 ] 1 1/2" O.D. X .083" WALL STEEL TUBE WELDED TO CHANNEL FRAME, PREFINISHED WHITE. 1 1/4" X 4" [WD-3a] SLATS (TYP) 1 1/2" DEEP X 4" INSIDE WIDTH X 1/8" THICK CHANNEL FRAME PREFINISHED WHITE SCALE: 1 1/2" = 1'-0" [1:8] ELEVATION DETAILA F.2.500 B F.2.500 C F.2.500 D F.2.500 FINISHED FLOOR PROVIDE 600S162-43 METAL STUD BLOCKING (MAX. 4'-0" LONG) BETWEEN CEILING FRAMING AT PIPE CONNECTION; FASTEN TO FRAMING WITH MIN. 16-GAUGE FRAMING CLIP AND MIN. (2) #10 SCREWS TO BLOCKING AND FRAMING 6" [1 5 2 ] 10 ' - 0 " [ 3 0 4 8 ] 6" [ 1 5 2 ] EXISTING CONCRETE SLAB SUSPENDED CEILING SYSTEM 112" [ 3 8 ] 2'- 1 0 1 4" [ 8 7 0 ] 114" [ 3 2 ] 3' - 1 0 " [ 1 1 6 8 ] 114" [ 3 2 ] 2' - 1 0 1 4" [ 8 7 0 ] 112" [ 3 8 ] 718" [181] 3'-4" [1016]718" [181] 2'-0" [610] 13/32" X 13/32" NARROW SURFACE MOUNTED STANDARD, RECESSED CENTERED INTO 1 1/4" X 4" SLAT (TYP. BOTH SIDES) 1 1/4" X 4" SLAT SCREEN ASSEMBLY, [WD-3a] FINISH T.B.D. 1 1/4" X 4" [WD-3a] SPACERS PIN NAILED IN PLACE FLOOR MOUNT POST CEILING MOUNT POST 11 4" [32] (TYP) 23 4" [70] (TYP) 112" [38] 4'-61 4" [1378] 112" [38] 1 1/2" DEEP X 4" INSIDE WIDTH X 1/8" THICK CHANNEL FRAME PREFINISHED WHITE R2 ' - 4 5 8" [ R 7 2 7 ] SCALE: 3" = 1'-0" [1:4] PARTIAL SECTIOND F.2.500 13/32" X 13/32" NARROW SURFACE MOUNTED STANDARD, RECESSED CENTERED INTO 1 1/4" X 4" SLAT (TYP. BOTH SIDES) 1 1/4" X 4" [WD-3a] SPACERS PIN NAILED IN PLACE 4" [1 0 2 ] 11 4" [32] (TYP) 234" [70] (TYP) 1 1/4" X 4" [WD-3a] SLATS (TYP) 1 1/2" DEEP X 4" INSIDE WIDTH X 1/8" THICK CHANNEL FRAME PREFINISHED WHITE SCALE: 3" = 1'-0" [1:4] FLOOR MOUNTING DETAILC F.2.500 1/4" X 4 1/2" DIA. MOUNTING PLATE, PREFINISHED WHITE. 1 1/2" O.D. X .083" WALL STEEL TUBE WELDED TO CHANNEL FRAME, PREFINISHED WHITE. 1/4" X 3 3/4" TAPCON (OR EQUAL) (MIN. 1" EMBEDMENT INTO CONC. SLAB) (TYP OF 4) FINISH FLOOR THREADED ROD, 3/4"-16 THREAD SIZE, 2" LONG, WELDED TO MOUNTING PLATE 3/4"-16 THREAD SIZE NUT WELDED INSIDE OF 1 1/2" DIAMETER STEEL TUBE 1 1/4" X 4" [WD-3a] SLATS (TYP) 1 1/2" DEEP X 4" INSIDE WIDTH X 1/8" THICK CHANNEL FRAME PREFINISHED WHITE EXISTING CONCRETE SLAB 112" [ 3 8 ] 4" [102] SCALE: N.T.S. ASSEMBLY ISOMETRICAA A.2.740 TOP TUBING SUPPORT TO BE FIELD CUT IF REQUIRED. TOP MOUNTING PLATE TO BE SLID OVER TUBING AND SECURED THROUGH BLOCKING ABOVE CEILING (TYP) BOTTOM MOUNTING PLATE TO BE SCREWED TO BOTTOM SUPPORT TUBING. BOTTOM PLATES SHALL BE USED TO LEVEL SCREEN ASSEMBLY (TYP) PREFAB. DISPLAY SCREEN ASSEMBLY (TYP) SLOT IN TOP OF ASSEMBLY TO INSTALL WOOD SLATS (TYP) AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 4/ 1 1 / 2 0 2 5 3 : 3 5 : 5 1 P M V 1 . 0 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. NOTE: ALL PREFABRICATED COMPONENTS ARE PRE-PRIMED AND FURNISHED BY MILLWORK SUPPLIER, TO BE INSTALLED AND FINISHED BY G.C. NOTE: IF ALLOWED BY LOCAL CODES FIRE RETADANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING NOTE: THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. F.2.500 PR E F A B . D I S P L A Y S C R E E N AS S E M B L Y D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 SCALE: 3/4" = 1'-0" [1:16] 26" LEANING MIRRORA F.4.400 9'- 0 " [ 2 7 4 3 ] 2'-2" [660] 1/2" [13]T x 1 1/2" [38] CROSS BAR (SHOWN DASHED) PREFABRICATED SAFTEY BACKED MIRROR W/ PREFINISHED WHITE FRAME FURNISHED BY TENANT INST. BY G.C. STANDARD FLOOR BRACKET (SHOWN DASHED) 1/4" [6] POLISHED PLATE GLASS MIRROR [GL-4] W/ PREFINISHED BACK PRE-INSTALLED BY OTHERS. CL DRILL THRU AND COUNTERSINK FOR #8 FH SCREW 1/8" CRS, EASE ALL EDGES FINISH: M9 SECTION ISOMETRIC MOUNT DIRECTLY TO STUD SCALE: 6" = 1'-0" [1:2] MIRROR WALL BRACKETB F.4.400 1 8" [3] 13 16" [21] 18" [3] 112" [ 3 8 ] 112" [ 3 8 ] 3" [ 7 6 ] 118" [28] 1316 " [2 1 ] 3° 2 316 " [ 5 5 ] 3° WHITE PRE-FINISHED METAL HANGERS (TYP) SOLID WHITE OAK SHELF BOX FRAME (TYP) SOLID WHITE OAK AJUSTABLE SHELVES (TYP) WHITE PRE-FINISHED 1/2" X 1/2" METAL MESH BACK PANEL (TYP) NO SCALE HANGING CUBBIESC F.4.400 SCALE: 3/4" = 1'-0" [1:16] OFFLINE TENNIS BALL SELFIE MOMENTF F.4.400 8'- 0 1 4" [ 2 4 4 5 ] 8'-01 4" [2445] 3'-113 8" [1203] PANEL 'A' 3'-113 8" [1203] PANEL 'B' 212" [64] 1' - 0 " [ 3 0 5 ] PLAN VIEW SIDE VIEW 2 PANELS; 3/4" WHITE PAINTED FINISH PLYWOOD FRONT PANELS ON 2X2 BACK SKELETON AND WHITE MELAMINE EDGE BANDING - PANELS 'A' AND 'B' SCREWED TOGETHER - PANELS HUNG TO WALL WITH PROVIDED Z-CLIP BRACKETS 1444 HALF CUSTOM COLORED TENNIS BALLS ATTACHED VIA EPOXY WELD BURST LOGO ATTACHED TO PANELS WITH CLEAR STAND- OFFS 2 PANELS; 3/4" WHITE PAINTED FINISH PLYWOOD FRONT PANELS ON 2X2 BACK SKELETON AND WHITE MELAMINE EDGE BANDING - PANELS 'A' AND 'B' SCREWED TOGETHER - PANELS HUNG TO WALL WITH PROVIDED Z-CLIP BRACKETS 1444 HALF CUSTOM COLORED TENNIS BALLS ATTACHED VIA EPOXY WELD BURST LOGO ATTACHED TO PANELS WITH CLEAR STAND- OFFS FINISHED FLOORFINISHED FLOOR 3 4" [19]3 4" [19] 3 4" [ 1 9 ] 7' - 1 0 34" [ 2 4 0 7 ] 3 4" [ 1 9 ] 1" x 3" PRE-FINISHED OAK FRAME 1" x 3" PRE-FINISHED OAK FRAME G.C. SHALL PROVIDE BLOCKING AT MOUNTING LOCATIONS AS REQUIRED NO SCALE BALLET BARRED F.4.400 WHITE OAK BARRE WHITE FINISHED UPRIGHTS (TYP) 1/4" [6] x 3 1/4" [83] L HILTI KWIK BOLT CONCRETE EXPANSION BOLT (TYP) 6"[1 5 2 ] FACE OF MIRROR OR WALL WHITE FINISHED BARRE BRACKET (TYP) G.C. SHALL SECURE BRACKET TO MIRROR FRAME OR WALL (TYP) G.C. SHALL SCREW BRACKET TO CENTER OF BARRE WITH SUPPLIED SCREWS (TYP) SCALE: 3/4" = 1'-0" [1:16] CONVENT SHELVING ELEVATIONE F.4.400 G.C. SHALL PROVIDE BLOCKING AT MOUNTING LOCATIONS AS REQUIRED MESH BIN MOUNTING SCREW HEADS SHALL BE PAINTED WHITE (TYP) 1'-81 4" [514] 31 2" [89] 1'-81 4" [514] 1'- 0 " [3 0 5 ] 31 2" [89] 1'-81 4" [514] 4'- 3 " [ 1 2 9 5 ] 8" [2 0 3 ] 2" [ 5 1 ] 8" [2 0 3 ] 2" [ 5 1 ] 8" [2 0 3 ] SKATEBOARD MARKETING ELEMENT. FURN BY TENANT INST. BY G.C. (TYP). FINISHED FLOOR SCALE: 3/4" = 1'-0" [1:16] SKATEBOARD DETAILH F.4.400 G.C. SHALL PROVIDE BLOCKING AT MOUNTING LOCATIONS AS REQUIRED COORDINATE INSTALLATION WITH VENDOR SUPPLIED TEMPLATE 5' - 6 1 4" [ 1 6 8 3 ] 10'-1114" [3334] 3'-734" [1111] PANEL 'A' 3'-734" [1111] PANEL 'B' 3'- 4 " [ 1 0 1 6 ] PREFINISHED PEG BOARD PANEL (TYP) FINISHED FLOOR SCALE: 3/4" = 1'-0" [1:16] PEGBOARD PANELK F.4.400 CLEATS PRE-INSTALLED ON PEGBOARD PANEL PREFINISHED PEG BOARD PANEL (TYP) FINISHED FLOOR CLEATS SECURED TO WALL G.C. SHALL PROVIDE BLOCKING AT MOUNTING LOCATIONS AS REQUIRED 3'-734" [1111] PANEL 'C' PREFABRICATED 'H20' WATER STATION WATERLOGIC WL7 FIREWALL WATER DISPENSER WATER BOTTLES BY OTHERS (TYP) NO SCALE 'H20' WATER STATIONG F.4.400 4/ 1 1 / 2 0 2 5 3 : 3 5 : 5 6 P M V 2 . 0 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 F.4.400 OF F L I N E S A L E S / F I T T I N G AR E A F I X T U R E D E T A I L S NOTE: 1.DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 2.ALL PREFABRICATED COMPONENTS FURN. BY MILLWORK SUPPLIER/VENDOR, INSTALLED BY G.C. 3.THESE DETAILS ARE FOR SCHEMATIC PURPOSES ONLY. COORDINATE WITH MILLWORK ASSEMBLY INSTRUCTIONS AND FLOOR PLAN FOR CONFIGURATION. 4.PAINTING CONTRACTOR SHALL CAULK ALL INSIDE WOOD CORNERS AND JOINTS BETWEEN TRIM AND WALL PRIOR TO PAINTING. 5.IF ALLOWED BY LOCAL CODES FIRE RETARDANT TREATED WOOD CAN BE SUBSTITUTED FOR NAILERS & BLOCKING. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: The Electrical Trades Specification is divided into two parts: 1.SUPPLEMENTAL ELECTRICAL TRADES SPECIFICATIONS defining the scope of work and the special requirements and equipment for this project; 2.GENERAL ELECTRICAL TRADES SPECIFICATIONS defining the standard requirements and materials. If the Supplemental Specification is not attached, contact the Tenant immediately. G8.STRUCTURAL AND MECHANICAL DIFFICULTIES (a)Should any structural or mechanical difficulties prevent the setting of cabinets, running conduits, installing outlets, etc., at points shown on the plans, or specified, the necessary minor deviation therefrom, as determined by Tenant's Construction Department. will be permitted and must be made without additional cost. The Contractor shall check the location of all outlets and equipment with Tenant's Representative and the final Architectural, Mechanical and Structural Drawings against interferences with other trades, before installing same. All discrepancies shall be called to the attention of Tenant's Representative before proceeding with the work. G7.MANUFACTURER'S DRAWINGS (a)After the contract is awarded, this Contractor shall submit six prints of all equipment and six brochures of lighting fixtures to Tenant's Construction department for its approval before any equipment is purchased. (b)Approval of manufacturer's drawings, however, shall cover design only, and shall not be construed as a check upon the same. Such approval shall neither relieve the Contractor from his responsibility for proper construction or accuracy of measurements, nor from the necessity of furnishing the labor and materials required by the original drawings or specifications but not shown on said manufacturer's drawings when approved. (c)Upon completion of the job, this Contractor shall deliver to Tenant's construction Department a complete set of approved manufacturer's shop drawings and fixture brochures. G6.DAMAGE TO OTHER WORK (a)This Contractor will be held responsible for damage to other work caused by his work or through neglect on this part of his workmen. All patching repairing of damaged work will be done by the Contractor who installed the work, as directed by Tenant's Construction Department, but the cost of same shall be paid by the Contractor. G5.CUTTING AND PATCHING (a)All cutting and patching that may be necessary for the installation of the system specified shall be done and repaired by the Contractor under the direction and to the satisfaction of Tenant's Construction Department. (b)No cutting of structural work shall be done without consent of Tenant's Construction Department being previously obtained in each case and all such work shall be done in accordance with Tenant's Construction Department's direction and under its supervision. G4.EXPANSION JOINTS (a)Install expansion conduit fittings at building steel or concrete expansion joints where shown on the drawings and/or where required, complete with bonding jumpers. When installed in concrete, one loop of the bonding jumper shall be in the mastic joint. G3.CHASES, RECESSES, SLEEVES AND INSERTS (a)All chases and recesses for conduits in new walls as required by this Contractor for the accommodations of this work will be provided by the General Contractor, but this Contractor shall be responsible for the accurate location of same. Provide all sleeves and openings in walls and floors as required. Inserts shall be of the tapered nut type with lead or non-corrosive alloy expansive retainer sleeve. Single units may be used for small work, but multi or compound plug-in units shall be used for large work. The use of wooden plugs is not permitted. G2.EXAMINATION OF PREMISES, FIELD MEASUREMENTS (a)Before submitting proposals for the work, each bidder shall be held to have examined the premises and satisfied himself as to the existing conditions under which he will be obliged to operate in performing his part of the work. The Contractor shall field verify all existing conditions prior to bidding and make all field measurements necessary for his work and shall be responsible for their accuracy. (b)The drawings provided are generally indicative of the work to be installed. Existing conditions have been examined in the field by the tenants representative and are believed to be depicted in a accurate manner as they exist. Should a bidder find discrepancies in or omissions from the drawings or specifications, or should he be in doubt as to their meaning, he should immediately notify the Tenant representative. If these instructions are ignored by the Contractor, he will be responsible for furnishing the proper or workable equipment as necessary. (c)The Contractor is required to perform a pre-bid site inspection visit prior to submission of their bid. No extras will be allowed the Contractor on account of his failure to make the above examination or neglect to include all labor and materials required to complete the work. G1.GENERAL (a)All work included under this heading is to be subject to the Instructions to Bidders and General Conditions herein before written or referred to for the entire work. (b)This shall include all wiring, conduit, electrical service, and distribution equipment, lighting, and miscellaneous equipment detailed on the drawings, or required for a complete and operable installation. (Note: See drawings for items furnished and/or installed by others. All final connections by this Contractor.) (c)This Contractor shall furnish all labor and materials and install all equipment as called for in these specifications, and shown on the plans, or as may be reasonably implied by either, for the nstallation of the complete electrical system. (d)All work shall be in strict compliance codes, including but not limited to: CEC, BOCA, UBC, ADA, SBCCI, federal codes, state codes, local codes, OSHA, NFPA, Life Safety codes, etc. all of current issue. All work shall meet the requirements and regulations of Underwriter's Laboratories, and local utility companies. All equipment shall be approved and labeled by appropriate industry testing agencies, including but not limited to ; Underwriters Laboratories, Factory Mutual, AGA, etc. All work and equipment shall be sized and installed in accordance with appropriate industry standards and regulations organizations but not limited to: CEC, U.L., Factory Mutual, ASHRAE, NFPA, ANSI, ASME, AGA, ADA. (e)This Contractor shall, at his own expense, obtain all necessary permits, inspections and licenses, and comply with all local, state, and federal ordinances and the rules and regulations of the Underwriters' Laboratories, Inc., N.F.P.A., C.E.C., and the Local Utility Company, anything herein specified or shown on the plans to the contrary notwithstanding. (f)All work shall comply with the requirements of the Landlord. (g)All fixtures, equipment, panels, etc., shall be installed in strict accordance with the manufacturer's instructions and/or recommendations and good industry standards. If there is a conflict with codes or above mentioned requirements, contact the Tenant's Construction Department immediately. (h)Should any change in the plans and specifications be required to confirm to these rules or ordinances and requirements, the Company shall notify Tenants Construction Department before the time of submitting his bid. After the contract is awarded, the Contractor will be held to complete all work necessary to meet all requirements without extra expense to the Tenant. G14.MATERIALS (a) All materials shall be U.L. Approved, new and the best of their respective kinds, shall conform to all standards or requirements governing the same, and shall be approved by Tenant's Construction Department before being installed. (b)Where a specific manufacturer or trade name is mentioned in the specification, it is to establish a standard of quality. Substitution of other makes that may be judged equal by Tenant's Construction Department may be made only by its authority in writing, and must be made prior to time of bid. (c) Tenant reserves the right to require this Contractor to submit samples of any of all articles or materials to be used under these specifications. (d)All materials shall be in accordance with Code requirements and as follows: G13.CHARACTER OF INSTALLATION (a)All wiring shall be conduit and in accordance with Code requirements. (b)All conduits in finished portions of the building shall be connected in walls, floors or ceilings. Conduits in the service portions of the building may be run exposed. (c)All conduits shall be properly supported throughout.No horizontal cross runs of conduits in partitions will be allowed except by special permission of Tenant's Construction Department. (d)All conduits shall be put up watertight, and must not come into contact with, or be fastened to other pipes or ducts in the building. (e)Wiring for exit lights and emergency lights shall be in separate conduits as required by the C.E.C. (f)The wiring and numbering of the branch circuits shall be exactly as indicated on the drawings and panel schedules. Each circuit shall be connected to the lights or outlets and circuit breaker number exactly as shown. If changes are required for load balancing purposes, contact Tenant's Construction Department. Branch circuits shall be sized as to allow not more than a two percent voltage drop from panel to extreme outlet. G11.FUSES (a)In addition to fuses blown during construction and testing, provide a complete set of fuses for all fuse holders in panels, switches, starters, etc. (b)All fuses shall be "Fusetron" as manufactured by the Bussman Mfg. Co., or low peak dual element fuses. Fuses for use in motor branch circuits shall be sized for 125% of full load current of the motor. G9.SUPPORTS AND MISCELLANEOUS IRON (a)Provide all galvanized miscellaneous iron, supports, framing and braces required for the installation of conduit, panels, fixtures, outlets, pullboxes, etc. G12. SYMBOLS, CIRCUITS, AND OUTLET (a)The drawings are intended to show the design and arrangement of the installation. Outlets are numbered and lettered thus:"B-1", "A", "A-3", "C". A letter and number designates the lighting panel and circuit number, and the separate letter indicates the lighting fixture. In the case of multiple switching, a lower case letter "a", "b", "c" adjacent to the switch, outlet or circuit indicates which items are controlled by that switch. (b)The wattage of each outlet is marked on the panel schedule to conform to the State and Local Code requirements. The circuit numbers are included to indicate which outlets are to be connected to the same circuit. G16.TEMPORARY POWER AND LIGHTING (a)Provide and maintain 120/208 volt, three phase, 4-wire service lines in Store Area in locations as required, as construction progresses, including weatherproof sockets and receptacles on approximately 30' 0" centers, one for power and one for lighting. The service lines shall be sized to accommodate a 15 HP, 208 V, three phase motor in addition to the required lighting and receptacles for small motors. (b)Make the necessary arrangements with the Landlord for temporary service and pay all their charges. Provide safety switch, metering, lamps and polarized grounding receptacles. Charges for electric energy consumed will be paid by the General Trades Contractor. G17.DRY TYPE TRANSFORMER (a)Dry type transformer to be size as indicated, 480 volts, 3 phase, Primary, 208/120 volts, 3 phase, Secondary, and have six 1-1/2% taps, 2 above and 4 below rated primary voltage, class H insulation, 45 db maximum sound level. Transformer to be UL listed under the requirements of Standard 506 and meet the requirements of ANSI C89.2 and NEMA ST-20. Unit to be enclosed in drip proof metal enclosure with natural draft ventilation. Core and coil assembly to be mounted on rubber isolation pads to reduce noise. Transformer to be floor mounted. Transformer shall be similar to Eaton/Cutler-Hammer type DT-3, or approved equal by General Electric or Square D. F.P.E. is not an acceptable manufacturer. (b)Transformer grounding shall be in accordance with California Electrical Code requirements. G18.LIGHTING AND POWER PANELS (a)Lighting panels shall be of panel board construction, factory assembled, with main breaker or main lugs only, as indicated on the plan, designed for120/208 volt, 3 phase, 4 wire, or 277/480 volt, 3 phase, 4 wire systems as shown on the plans. Branch circuit breakers shall be positive make and quick break, thermal magnetic, trip free and of sizes and number of poles as indicated on the plans. Branch breakers shall be bolt-on type, Eaton 'BAB' or 'GHB' series, or equivalent if higher interrupting capacities are required. Panels shall be Eaton 'Pow-R-Line 1' for120/208 volts and 'Pow-R-Line 2' for 277/480 volts. Panels, main breakers and branch breakers shall be of interrupting capacities as required by the utility company, landlord and drawings. Panels, main breakers, and branch breakers shall be of the same manufacturer. Equipment equivalent to the above as manufactured by General Electric, Square D or Siemens-ITE are acceptable, provided catalog cuts are submitted prior to bids. No other manufacturers will be considered. (b)Cabinets shall be of Code gauge steel, with flush hinged door and flush lock and key. (c)Breakers feeding lighting circuits shall start at the top of the panel, and those feeding receptacle, motor and other loads shall start at the bottom of the panel. Two and three pole breakers shall be common trip type. (d)Breakers feeding motor circuits, night light, emergency lights, exit lights, time switch circuits, etc., shall be equipped with locking devices. (e)Provide in each panel a neat typewritten card, in card holder, identifying the panel and each circuit, immediately upon completion of the wiring. G19.LIGHT AND POWER FEEDERS AND BRANCH WIRING (a)From the respective fuse and breaker branches of the switch-rack and lighting panels, furnish and install feeders as indicated on the wiring diagram on the plans. (b)Conductor size shall be as dictated by the circuit length to account and allow for voltage drop. G20.WATT-HOUR/DEMAND METER (c)Meter and socket shall meet the requirements of local utility company and/or Landlord. G21.ELECTRICAL WORK (a)The General Contractor and/or his supplier shall furnish and install all starters, push button stations, relays and control wiring pertinent to the operation of the HVAC equipment. This Contractor shall furnish and install all power wiring and disconnect switches. The General Contractor shall at the time of ordering his equipment, also provide this Contractor with copies of the necessary diagrams for his use. (b)This Contractor shall provide any miscellaneous starters, relays and disconnects that may be required for the rolling grille, sign toilet exhaust fan, etc. (c)All motors 1/3 HP and small shall be single phase, 1/2 HP and larger shall be three phase except as otherwise specified. Thermal overload protection for all motors shall be provided. Magnetic starters shall be provided for all three phase motors. Thermal overload relays shall be sized for 125% of full load motor current. Switch and fuse units will not be acceptable unless specifically indicated. The installation of all motors, starters, and other electrical work shall conform with the C.E.C. (d)All electrical equipment such as starters, panels, disconnect switches, etc. shall be permanently labeled using engraved bakelite name plates. G22.EXIT AND EMERGENCY LIGHTS (a)Exit lights and emergency lights shall have self-contained battery units and shall be connected to the emergency system as called for on the drawings, and in strict accordance with the local, state and national building Codes, using separate conduits from other systems. (b)Exit and emergency light units shall be furnished by Tenant and installed by this Contractor, except as noted on the plans, or when local codes and/or the Landlord have special requirements. Coordinate with Tenant's Construction Department. (c)All exit lights (except pendant mounted) shall be mounted with the bottom of the light flush with the top of the door jam. Verify heights and locations with Tenant's Construction Department. G23.LIGHTING FIXTURES, LAMPS AND BALLASTS (a)Refer to plans for lighting fixtures, if any, furnished by this Contractor, All lighting fixtures shown on plans shall be installed by this Contractor. (b)Installation of the lighting fixtures shall be in accordance with the manufacturer's requirements. All fixtures shall bear the Underwriters label. Some fixtures and light track require wiring and/or assembly in the field. This work shall be performed by this Contractor, at no additional cost. Contact Tenant's Construction Department prior to bidding for further' information. (c)Recessed fixtures shall have sufficient 'tail' for removal. Support with hanger wires and/or bar hangers as required by code and as required to prevent sagging of ceiling. (d)All incandescent lamps shall be furnished by Tenant and installed by this Contractor. (e)Ballasts shall be included with the light fixtures and shall be CBM, ETL and U.L. approved and of the HPF type, Class P, Energy Saving Type. They shall be sound rated 'A'. (f)Surface-Mounted LED fixture installation shall conform to C.E.C. Section 410.136. Check architectural plans for ceiling types. (g)The finished floor to fixture mounting heights are given to the bottom of the fixture and must be maintained. The Electrical Contractor must cut all pendants provided (if required) in order to do so. (h)On remodeling projects, all fixtures (new, existing, and reused), shall be relamped with the lamps (furnished by Tenant) indicated on the 'Fixture Schedule'. All old lamps shall become the property of this Contractor and shall be removed from the site. The lamps in the storefront sign shall also be replaced. All existing light fixtures and light tract not reused (except fluorescent strips) shall be carefully removed, packed, and returned to Tenant. G24.SIGNAL SYSTEM (a)Install a low voltage signal bell system (furnished by Tenant) with bell in location as indicated on plans. This Contractor to provide all wiring in conduit, outlet boxes, etc. Tenant to furnish bell, button and transformer. (b)Bell shall be mounted above ceiling. (c)Push button shall be flush type, mounted 4' 0" above the floor. G25.AUDIO OR AUDIO/VISUAL SYSTEM (a)Audio or Audio/Visual system shall be furnished and installed by Tenant's Audio/Visual Consultant. G26. ROLLING GRILLE (a)Motorized rolling grille, (if applicable), will be controlled by a key station(s), push button station and electric interlocks, all to be furnished by the Rolling Grille manufacturer and wired by this Contractor.This Contractor to provide non-fused disconnect switch. Final adjustment of the limit switches shall be made by this Contractor after the flooring at the storefront is complete. G27.PAINTING (a)All required painting and touch-up of lighting fixtures, pendants, brackets, conduit, plates, equipment, etc., shall be accomplished by the painters employed by the General Contractor at the expense of this Contractor. Cooperation between the trades in this matter is essential to provide a satisfactory installation. (b)Certain lighting fixtures, detailed in the Finish Schedule, require painting or touch-up at the site. (Verify with Tenant's Construction Coordinator the fixture 'types' and finishes). This Contractor shall arrange for and supply these fixtures to the General Trades painter at a mutually satisfactory time, prior to the installation. This Contractor shall not relinquish control of these lighting fixtures and shall retain responsibility for their safety and function ability. (c)Refer to the Supplemental Electrical Trades Specification, drawings and Finish Schedule for light fixtures, light track, etc., which requires painting of 'touch-up'. (d)All exterior conduits, fittings, cabinets, boxes etc., shall be painted two coats of lead and oil paint of color as directed. (e)Electrical equipment in prime coat finish shall be painted two coats of lead and oil paint of color as directed. Repaint or touch-up factory painted equipment damaged during shipping or prior to final acceptance, to match the original factory finish. (f)Before painting, all surfaces shall be thoroughly cleaned free from rust, oil, cement, plaster or other foreign material. Nameplates of equipment shall not be painted. Do not paint the interior (reflective surfaces) of light fixtures. G28.TESTING (a)On completion of the work, the installation shall be entirely free from grounds and short circuits. All circuits shall be tested and ticketed. All motor circuits, control circuits, signal systems, interlocking and electric heat circuits shall be tested for proper operation. G29.AS-BUILT DRAWINGS (a)Within 20 days of completion of the job, this Contractor shall mark on a set of contract prints all the changes made during construction due to field conditions, Addenda, Bulletins, field orders, etc. Same shall be delivered to Tenant's Construction Department prior to final payment. G30.GUARANTEE (a) The Contractor shall give the Owner a written guarantee that he will make good, at his own expense, any defects in materials or workmanship which may develop in one year from the final acceptance of the work. NOTE: The Electrical Trades Specification is divided into two parts: 1.SUPPLEMENTAL ELECTRICAL TRADES SPECIFICATION defining the scope of work and the special requirements and materials for this project. 2.GENERAL ELECTRICAL TRADES SPECIFICATION defining standard requirements and materials.If the General Electrical Specification is not attached, contact Tenant immediately. In the event that conflict exists between the General Electrical Specifications and the Supplemental Electrical Specifications, the Supplemental shall take precedence. S1.BID BREAKDOWN (a)This Contractor shall indicate as a separate item in his bid the cost of material and labor for the installation of incoming service wiring, meters, disconnects, switch gear, transformers, panel boards, etc. This portion of the bid shall be indicated as ''Electrical Service''. (b)All material and labor for the installation of branch circuits, lighting, HVAC equipment, etc. shall be listed separately as ''Branch Wiring''. S2.DRAWINGS (a)The Electrical Drawings, the Electrical Symbol Sheet, the General Electrical Trades Specification, the Architectural and Mechanical plans and specifications form a part of this specification. S4.TELEPHONE SYSTEM (a)Contractor to coordinate with the Landlord the installation of conduit system to the telephone backboard location as shown on the drawings. Installation of all telephone equipment to meet requirements of this specification, Landlord require-ments, and the requirements of the Telephone Company. S5.SYSTEM CURRENT CHARACTERISTICS (a)Incoming Service: 480 volt, 3 phase,4 wire Lighting: 120 volt, single phase Receptacles and Miscellaneous:120 volt, single phase HVAC: 480 volt, 3 phase Electric Unit Heater: 208 volt, 1 phase S6.SERVICE CONNECTION (a)The existing Electrical Service for the space is 277/480 volt, three phase, four wire, shall remain as is at location shown. (b)Existing panels, transformers, disconnect switches, etc., may be reused if in good condition and of proper size, capacity, etc. Note: New or used FPE equipment is not an acceptable manufacturer. S7.SERVICE CONNECTION (a)The Electrical Service for the space is ___/___ volt, three phase, four wire, located as shown. (b)This Contractor shall extend conductors from the Landlord's distribution equipment through the existing conduit to the service panels for this space as shown on the drawing. S8.SERVICE CONNECTION (a)The Electrical Service for the space is ___/___ volt, three phase, four wire, located as shown. (b)This Contractor shall extend conductors and conduit from the Landlord's distribution equipment or meter to the service panels for this space as shown on the drawing. S9.EXISTING CONDITIONS (a)This project is being installed in a previously occupied space. Demolition for this space has been covered, in general, under separate specification. (b)This work shall include any incidental demolition required to provide a first-class project. (c)Certain electrical equipment (lighting fixtures, outlets, service equipment, etc.) shall be relocated and/or reused as indicated on the plans. This Contractor shall verify the condition of such equipment and include in his base bid a price for replacing such equipment not deemed adequate by Tenant's Represen-tative. It shall be the responsibility of this Contractor to inform Tenant of equipment in questionable condition. S10.SERVICE EQUIPMENT (a) All equipment shall be installed in strict accordance with the manufacturers' instructions and/or recommendations, and good industry standards. If there is a conflict, contact Tenant's representative immediately. S11.FIRE AND SMOKE DETECTION SYSTEM (a)If required by the Landlord or local building codes, this Contractor shall cooperate with the M.C. to furnish and install a fire and smoke detection system, including but not limited to, smoke detectors, smoke exhaust fans, visual and audible alarms, tamper and flow switches, etc. All equipment must be fully operable and meet Landlord and local building code requirements. Contact the Tenant's representative with any discrepancies or misunderstandings. S12.ALTERATIONS (a)Disconnect, remove or relocate present equipment, outlets, fixtures, etc., as indicated on the plans, herein specified or as required to conform to the mechani-cal, electrical or architectural plans. In general, the majority of existing equipment has previously been removed. (b)Existing receptacles, switches, and conduit may be reused only if in ''like new'' condition. This Contractor shall guarantee all reused items the same as if new. Removed conduit, wire, switches, receptacles, etc., not reused shall become the property of this Contractor and must be removed from the premises. (c)Where rewiring or recircuiting is required, this Contractor shall guarantee all reused wiring the same as if new. The condition, size and capacity of existing wire shall be verified. (d)Existing fixtures removed and not reused shall become the property of this Contractor and shall be removed from the premises. (e)All existing light fixtures which are reused on this project shall be relamped by this Contractor, using lamps furnished by Tenant. All old lamps shall become the property of this Contractor and shall be removed from the premises. (f)This Contractor shall verify all existing loads and circuits being reused, and verify wire, circuit breaker, disconnect, transformer, etc., capacities to handle these loads when combined with new loads. Replace any inadequate equipment with appropriat-ely sized equipment. Conduits: Conduits 2" and over in size, all outdoor conduits and all conduits in floor slabs shall be heavy wall steel hot dipped galvanized conduit. All conduit in contact with the earth shall be heavy wall steel hot dipped galvanized conduit. All other conduit, except as otherwise indicated on plans, shall be galvanized thin wall or aluminum. All conduits must bear the U.L. Label. Minimum size for conduits shall be 3/4". Underground runs or runs in floor slabs shall be 3/4" minimum size unless otherwise shown on plans. Wires for service panel feeders and three phase power branch wiring shall be Type THW or THHN. All circuit branch wiring shall be Type THW, minimum size #12 unless otherwise specified or shown on the drawings. All wire shall bear the U.L. Label and shall be copper. All splices shall be made with insulated solderless type connectors. Weather Tight Box and Weather Resistant Receptacle: Located at rooftop HVAC equipment shall be Hubbell #GFR5362SG with a weatherproof in use cast aluminum lift cover Hubbell #WP826. Box shall be waterproof and weather tight. Wall switches shall be 20 amp.,120/277 volt, toggle type Single pole - Hubbell #HBL1221 or Arrow Hart #AH1221B; double pole - Hubbell #HBL1222 or Arrow Hart #AH1222B; three-way Hubbell #HBL1223 or Arrow Hart #AH1223B; four-way-Hubbell #HBL1224 or Arrow Hart #AH1224B; indicating with pilot light - Hubbell #HBL1221-PL or Arrow Hart #AH1221PL. Ceiling outlet boxes: shall be Code gauge 4" octagonal galvanized steel with 3/8" standard fixture support secured with bolts and nuts. Wall outlet boxes in unplastered masonry shall be Code gauge galvanized steel, 4" square, 2" or 2-1/2" deep as required. Boxes in plastered or paneled walls shall be galvanized 4" square,1-5/8" deep with 5/8" high single or two gang cover. Outlets in exposed work shall be 'FS' or 'FD' type condulets. 'Built-up' outlet boxes are not acceptable. Pull and junction boxes shall be Code gauge galvanized and without K.O.'s which shall be cut in the field as required. Receptacles: Duplex receptacles shall be Hubbell #5362 or Arrow Hart #5362B; single receptacles shall be Hubbell #HBL5361or Arrow Hart #5361B; Isolated ground duplex receptacles shall be Hubbell #CR5362IG or Arrow Hart #IG5362RN; gfci receptacles shall be Hubbell #GF20LA or Arrow Hart #VGF20LA. (d-1) (d-2) (d-3) (d-4) (d-5) (d-6) (d-7) Wall toggle switches shall be 48" to centerline of box above floor. Convenience outlets and junction boxes shall be 18" to centerline of box above floor, or as indicated on plans. Telephone outlets and junction boxes shall where indicated on the plans. Thermostat (by others) shall be 48" above floor. All other devices shall be located as directed in the field or as shown on the plans. (d-8) (d-9) (d-10) Disconnect switches shall be heavy duty, for voltage and of size as indicated on plans, fused or non-fused as required, single throw, externally operated, quick-make and quick-break, Eaton, ITE/Siemens, Square D or General Electric, with interlocked covers. Manual starters shall be 2-pole with overload protection, Allen-Bradley Bulletin 600. Starters in finished areas shall be flush mounted with flush stainless steel plates. Starters in unfinished areas shall be in NEMA 1 enclosure. Starters for HVAC equipment to be furnished and installed by General Contractor. Verify exact locations in field. Magnetic starters shall be across-the line, combination fusible, or non-combination as shown on the drawings, with NEMA type 1 coils and 3-overload relays. Combination starters shall be Allen-Bradley Bulletin 709. Starters shall be as manufactured by Allen-Bradley, as listed above, Clark Controller, Eaton/Cutler-Hammer, General Electric, Square D or approved equal. Check type of motor with General Contractor, so that starter will match the motor characteristics. Starters for HVAC equipment to be furnished and installed by General Contractor. Verify exact locations in field. G10.GROUNDING (a)All outlets shall be centered with regard to beams, paneling, furring, trim, etc., and the Contractor shall consult with Tenant's Construction Department in regard to furring walls, or ceilings before fixing the location of the outlets. (b)The Contractor shall check all door swings and the required heights of all wall outlets with Tenant's Construction Department prior to the installation of outlets and wall switches. (c)Any outlet which is improperly located on account of failure to take account of the above conditions shall be relocated at the Contractor's expense. (d)The outlets shall be located as follows or as indicated on the plans, unless otherwise directed by the Tenant's Construction Department on the job: (d-1) (d-2) (d-3) (d-4) (d-5) S3. SCOPE OF WORK (a)The scope of work shall include, but not be limited to, the following areas and miscellaneous work. Installation/relocation/modification of all electrical distribution, lighting and miscellaneous equipment detailed on the electrical drawings, or required to provide a complete and operative installation. Installation and/or modification of telephone distribution equipment. Installation of security/anti-theft raceway system, where hard ceiling is to be installed. If required by Landlord or local building codes, installation of a fire and smoke detection system. Coordination of all work with Landlord, other contractors, Utility Company, and any agency having jurisdiction over any area of the installation. Connection to electric duct heater(s). Connection to electric wall mounted heater(s). Connection to electric unit heater(s).(a-_) (a-1) (a-2) (a-3) (a-4) (a-5) (a-6) (a-_) G10.GROUNDING (a)Transformers, panels conduit systems and other equipment which is a part of this installation shall be securely grounded, both electrically and mechanically, in accordance with the California Electrical Code, State and Local Inspection Bureaus and Power Company. GENERAL ELECTRICAL TRADES SPECIFICATION SUPPLEMENTAL ELECTRICAL TRADES SPECIFICATION ELECTRICAL SPECIFICATIONS OMITTED OMITTED OMITTED OMITTED NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 3/ 5 / 2 0 2 5 3 : 3 0 : 2 1 P M V 2 . 0 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T NOTE: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND PROVIDING ALL MATERIALS REQUIRED FOR PERFORMING THEIR TRADE. G.C. SHALL BE RESPONSIBLE FOR ENSURING ALL SAID MATERIALS ARE INCLUDED IN EACH SUBCONTRACTORS BID. TENANT WILL NOT BE RESPONSIBLE FOR ANY "EXTRA" INCURRED AS A RESULT OF ABOVE.E.0.010 GIB EL E C T R I C A L SP E C I F I C A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 L- 1 4 _ X HWf HWf HWf HWf HWf HWf HWf HWf HWf HWf TwF2 HW f HW f TwF2 HW f HW f T1f T2f HW HW HWHW Pf Pf Pf Pf3 Pf3 Pf3 V V L-15_X TwF6 HW e HW e HW e HW e HW e HW e TwF6 HW e HW e HW e HW e HW e HW e L-15_X L-15_X L-15_X L-15_X L-15_X L-15_X L-15_X L-15_XL-15_X Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 Pf 3 Pf 3We We We HW HW LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS96 LS96LS96LS96 LS96LS96LS96 LS96 LS96 LS48 LS96 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf LS96 LS96 LS 9 6 LS 4 8 LS96LS96 LS 9 6 LS 4 8 LS96LS96 LS96 LS 9 6 H2 H2 H2H3H3 ETw30 H3 H2H2 H3 H2H2 H2H2H2H3H3 ETw30 H3H2 H2H3H2H2 We2 We2 We2 H2 H2 H2H3H3 ETw21 H2 H2 H2H3H3 ETw28 H3 H2H2 H3 H2H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e TwF6 HW e HW e HW e HW e HW e HW e H2H2H2H3H3 ETw21 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2H2H2H3H3 ETw20 H3H2 H2 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 AE W H I T E G R I D AE W H I T E G R I D AE B L A C K G R I D AE B L A C K G R I D GT b e 2 GT b e 2 GT b e 2 HB DT b 8 HB HB HB HB HB HB HB AE B L A C K G R I D AE B L A C K G R I D GT b e 2 GT b e 2 GT b e 2 HB DT b 1 3 HB HB HB HB HB HB HB HB HB HB HB HB AE B L A C K G R I D Se7 Se7 Se7 Se7 Se7 Se7 Se7 We H2 Tw20 H2H2H2H2H2H2H2H2H2 H2 Tw 8 H2 H2 H2 H2 Tw 8 H2 H2 H2 We 2 We 2 We2We2We2 Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° SLf-2 SLf-1 L-14_X L-14_X Sa Ra2 20° Ra2 20° Pa2 HWHWHWHWHW T1a T8a T1a T8a T1a T8a T1a T8a Ra 3 0° Ra 3 0° Ra 3 0° Pa PaPa Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 T6a T5a T4a T6 a T5 a T4 a Ra2 20°LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 HS DT s 5 HS HS HS HS HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW STf3 STf3 STf3 STf9 ET w 2 1 LS96 TL - 1 L-14_X L-14_XL-14_X L- 1 4 _ X L- 1 3 _ X L- 1 3 _ X L- 1 3 _ X L- 1 3 _ X L-14_X We 2 Ga - 1 GT w e 8 GT w e 8 LS 4 8 LS 4 8 Pe6 Pe6 Pe6Pe6Pe6Pe6 HW TAw7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw4 HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw5 HW HW HW TA w 7 HW HW HW Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra2 20° Ra2 20° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ETw20 H2H2H2H2H2 H2 H2 H2 ETw20 H2H2H2H2 H2 H2 H2 H2 ETw20 H2 H2 H2 H2 H2H2H2H2H2 ETw20 H2 H2 H2 H2 H2H2H2H2 ETw20 H2H2H2H2H2H2H2 H2 ET w 3 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 ETw24 H2 H2 H2H2H2H2H2 H2 ETw24 H2 H2 H2 H2H2H2H2 H2 ETw24 H2H2H2H2 H2 H2 H2H2 ET w 1 6 H2 H2 H2 H2 H2 ET w 1 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 SCALE: 1/4" = 1'-0" [1:50] ELECTRICAL REFLECTED CEILING PLAN AE SALES AREA AE FITTING ROOMS (TYP) AERIE FITTING ROOMS (TYP) OFFLINE FITTING ROOMS (TYP) NOTE: SEE SHEET E.0.101 FOR NOTES FOR THIS DRAWING. A-1A A-1A VIA LCP A-1A A-3C A-3C VIA LCP A-5A A-5A A-5A VIA LCP A-3C A-5A A-7C VIA LCP A-7C A-7C A-7C A-9B VIA LCP A-9B A-9B A-11B VIA LCP A-11B A-11B A-11B A-11B A-11B A-11B A-3C A-1A A-1A A-1A A-11B A-11BA-11BA-11B A-17D VIA LCP A-19D A-19D VIA LCP 10 A-13F A-13F A-13A A-13F A-13F A-13F A-13F A-13FA-13FA-13FA-13F A-13F A-13F A-13F A-13F A-13F A-13F A-13F A-13F A-13F A-13F A-13F A-13F A-13FA-13FA-13F A-13F A-13 VIA LCP os os osa a a 7 7 7 B-40 6PPa B-42b B-42c B-42c B-42c B-42 os b 7 6PPb os b 7 os c 7 os c 7 6PPc B-42c B-42a s 2P c,d s 4 5 EF s 2P a,b 4 s 5EF B-42d B-42b A-9B A-9B A-9B A-9B A-9B E B-42 EB-42 STOCKROOM STOCKROOM H.C. TOILET ROOM s e 9 B-42e E A-42 AERIE SALES AREA OFFLINE SALES AREA A-15C VIA LCP A-19D A-19D A-19D A-19D A-19D A-10A A-10A A-10A A-10A A-10A A-10A A-10A A-10A A-10A A-12A A-10A A-10A A-10A A-10A A-10A J 19 A-10A VIA LCP A-12 VIA LCP A-12G A-12A A-12G A-12G A-12G A-12G A-12G A-14C A-14C A-14C A-14C VIA LCP A-14C A-14C A-14C E2 A-12 A-12 12 A-16C VIA LCP A-18B A-18B A-20B A-20B A-22B A-22B A-24B A-24B A-26B A-18B A-18B A-20B A-20B A-22B A-22B A-24B A-24B A-26B A-18B A-18B A-20B A-20B A-22B A-22B A-24B A-24B A-26B A-18B A-18B A-20B A-20B A-22B A-22B A-24B A-24B A-26B A-18B VIA LCP A-20B VIA LCP A-22B VIA LCP A-24B VIA LCP A-26B VIA LCP 18 17 16 A-8D A-8D A-8D A-8D A-8D A-8D VIA LCP A-25D VIA LCP A-25D A-27D VIA LCP 2 2 A-27D A-27D S J 13 A-2D VIA LCP 2#8,1#10 GR 3/4"C A-29C VIA LCP A-31C VIA LCP A-31C A-33C VIA LCP A-33C A-35C VIA LCP A-33C A-23A A-23A A-37B VIA LCP A-37B A-37B A-23A A-28B VIA LCP A-30B VIA LCP A-30B A-30B A-32B VIA LCP A-23A A-34B VIA LCP A-23A A-36A VIA LCP A-38A VIA LCP A-38A A-38A A-40A VIA LCP A-23A VIA LCP A-42A VIA LCP A-23A A-23A A-23AA-23A A-23A A-23A A-23A A-23A A-23A A-23A A-39E A-39EA-41A A-41A A-41A A-41E A-41E A-39E VIA LCP A-41 VIA LCP A-41E J J 11 S J 15 B-40a B-40aB-40aB-40aB-40a B-40aB-40aB-40aB-40a B-40a B-40aB-40aB-40aB-40a B-40a B-40a B-40a B-40a B-40a B-40a B-42b B-42b B-42b B-42b B-42b B-42b B-42b B-42b B-42b B-42b B-42b B-42b B-42b B-42b A-8D A-8D A-8D A-8D S J3 1 E2 B-2 E2 E2 E2 E2E2 B-2 B-2 B-2 B-2 B-2B-2 E2 B-2 E2 B-2 B-2 B-2 B-42 AE SALES AREA E2 B-2 E2 B-26 E2B-26 E2 B-26 E2 B-26 E2 B-26 E2 B-26 B-26 B-28 E2 B-28 E2 B-28 E2 B-28 E2 B-28 E2 B-28 E2 B-28 E2 B-28 E2 B-28 E2 A-13 E2 A-13 A-13 S J 8 B-37 X4 E2 E2 B-42 E2 B-40 E2 B-40 E2 B-42 B-42 X4 B-42 X4 B-40X4 B-40 X4 E2 B-42 E2 B-40 A-41E A-41E A-41 X A-41E A-41E X1 A-23A A-36A A-40A A-42A A-23A A-23A A-34B A-28B A-23A A-23A A-32B B-2 X1 X1 A-29C A-27D A-27D A-27D A-27D A-27D A-27D A-23AA-23A A-23AA-23A A-23A A-23AA-23AA-23A A-35C A-23A A-26B A-26B A-26B X1 12 A-16C X X X2 13 A-27D 13 A-27D X A-12 B-26 X1 B-28 X2 2 A-47C VIA LCP B-42c B-42c B-42 DTw3 DTw3 DTw3 DTw9 TwF13 E2 B-2 s 22 D A-4D VIA LCP 2#10,1#10 GR 3/4"C A-6D VIA LCP 2#8,1#10 GR 3/4"C Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: ·NO WIRING SHALL EXTEND FROM SUPPORT TRACK TO ANY OTHER SUPPORT TRACK, WALL, OR PERIMETER CONSTRUCTION. ALL WIRING RUNS SHALL BE STRAIGHT HORIZONTAL OR VERTICAL. STRAP AND SECURE AS REQUIRED TO MAINTAIN ORGANIZED LOOK. ·ALL WIRING AT PERIMETER WALLS SHALL BE STRAPPED NEATLY HORIZONTAL OR VERTICAL AS REQUIRED. ·ALL VALANCE OR PERIMETER WIRING SHALL BE STRAPPED TIGHTLY TO THE TOP OF VALANCE CASE TO ELIMINATE VIEW FROM SALES FLOOR. ·ALL ELECTRICAL BOXES SHOULD BE HELD TIGHT TO WALLS. NOTE: SECURE ALL LIGHTING TRACK TO CEILING WITH TOGGLE BOLTS WHERE OCCURS NOTE: ALL EMERGENCY LIGHTING SHALL BE WIRED "HOT" UN-SWITCHED. NOTE: SEE SHEET 'A.0.200' FOR FIXTURE LOCATING DIMENSIONS AND CEILING HEIGHTS NOTE: SEE SHEET E.0.400 AND/OR E.0.401 FOR ELECTRICAL INSTALLATION DETAILS. AE NOTE: ·G.C. TO PAINT EVERYTHING ABOVE 11'-0" [P-5e] ·DO NOT PAINT EQUIPMENT INFORMATION TAGS!! NOTE: ·ALL SUPPORT TRACK AND RELATED COMPONENTS, REQUIRED TO SUPPORT TRACK LIGHTING FIXTURES ONLY, ARE TO BE FURNISHED BY TENANT & INSTALLED BY G.C. - G.C. SHALL ENSURE THAT ALL SUPPORT TRACK IS INSTALLED WITH FIRST CLASS WORKMANSHIP: LEVEL, STRAIGHT, & ALIGNED. ·ALL OTHER EQUIPMENT/COMPONENT SUPPORTS (UNISTRUT, CLAMPS, NUTS, BOLTS, WASHERS, ETC.) FURN. & INST. BY G.C. NOTE: SEE SHEET E.0.101 FOR LIGHTING FIXTURE AND TRACK SCHEDULES NOTE: REFER TO SHEET E.0.500 FOR ALL CEILING MOUNTED LOW VOLTAGE DEVICES. REFER TO SHEET E.0.501 FOR INSTALLATION OF LOW VOLTAGE DEVICES. AERIE NOTE: ·G.C. TO PAINT EVERYTHING ABOVE 11'-0" [P-15a] ·DO NOT PAINT EQUIPMENT INFORMATION TAGS!! OFFLINE NOTE: ·G.C. TO PAINT EVERYTHING ABOVE 11'-0" [P-3f] ·DO NOT PAINT EQUIPMENT INFORMATION TAGS!! 1 2 3 KEY NOTES: PROVIDE CONNECTION TO SIGN AS REQUIRED. WHITE DUPLEX RECEPTACLE IN CEILING CENTERED BETWEEN GRAPHIC TRACK AS SHOWN. PROVIDE 120 VOLT POWER WITH DISCONNECT SWITCH ABOVE CEILING, NEAR ACCESS PANEL, FOR STOREFRONT LED SIGN LIGHTING POWER CONVERTER. VERIFY EXACT LOCATIONS OF CONNECTION POINTS AND WIRING REQUIREMENTS WITH TENANT AND SIGN MANUFACTURER PRIOR TO ROUGH-IN. WALL SWITCH SENSOR WITH MINIMUM FAN RUN TIME, LINE VOLTAGE, 2-POLE, "WATT STOPPER WS-250-W" OR APPROVED EQUAL MOUNTED @ 44" ABOVE FINISHED FLOOR. RESTROOM EXHAUST FAN WITH DISCONNECT SWITCH, 120V, 1Ø, BY G.C. CEILING MOUNTED POWER PACK FOR LOW VOLTAGE SENSOR SYSTEM, WATT STOPPER BZ-50 OR APPROVED EQUAL MOUNTED @ 12' ABOVE FINISHED FLOOR, FURN. BY TENANT INST. BY G.C. POWER PACK SHALL BE PROVIDED WITH 1/2" KNOCKOUT FOR J-BOX MOUNTING. SEE DETAIL H/E.0.400 OR H/E.0.401 FOR WIRING DIAGRAM. CEILING MOUNTED LOW VOLTAGE OCCUPANCY SENSOR, DUAL TECHNOLOGY, WATT STOPPER DT-305 OR APPROVED EQUAL MOUNTED @ 12' ABOVE FINISHED FLOOR, FURN. BY TENANT INST. BY G.C. SENSOR SHALL BE PROVIDED WITH 1/2" KNOCKOUT FOR J-BOX MOUNTING. SEE DETAIL H/E.0.400 OR H/E.0.401 FOR WIRING DIAGRAM (TYP). J-BOX WITH DISCONNECT SWITCH MOUNTED ABOVE CEILING FOR WATER HEATER, 120V, 1.5KW. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. WALL SWITCH SENSOR, LINE VOLTAGE, "WATT STOPPER WS SERIES" OR APPROVED EQUAL MOUNTED @ 44" ABOVE FINISHED FLOOR. GRAY DUPLEX RECEPTACLE W/ GRAY COVER PLATE IN CEILING CENTERED BETWEEN GRAPHIC TRACK AS SHOWN. J-BOXES FOR "LS12" BACKLIGHTING FIXTURES. PROVIDE A JUNCTION BOX AT TOP OF WALL AND ONE AT BOTTOM OF WALL PER RUN. FIELD VERIFY EXACT HEIGHT & LOCATION WITH TENANTS FIELD REPRESENTATIVE AND ELECTRICAL CONNECTION REQUIREMENTS WITH MANUFACTURERS INSTRUCTIONS PRIOR TO ROUGH-IN. CEILING MOUNTED DUPLEX RECEPTACLE FOR STRING LIGHITNG SYSTEM. COORDINATE EXACT LOCATION WITH TENANTS FIELD REPRESENTATIVE. WHITE DUPLEX RECEPTACLE IN SALES AREA CEILING. MOUNT NEAR END OF GRAPHIC TRACKS - CENTERED BETWEEN TRACKS AS SHOWN (TYP). NOT USED. PROVIDE 120 VOLT POWER WITH DISCONNECT SWITCH ABOVE CEILING, NEAR ACCESS PANEL, FOR STOREFRONT LED SIGN, SUNBURST FIXTURE, AND ARCHWAY LIGHTING. VERIFY EXACT LOCATIONS OF CONNECTION POINTS AND WIRING REQUIREMENTS WITH TENANT AND SIGN MANUFACTURER PRIOR TO ROUGH-IN. LYTESPAN "X" CONNECTOR. PROVIDE FIELD WIRING AS REQUIRED AT ALL ENERGIZED INTERSECTIONS AND DEAD "X" CONNECTORS AS REQUIRED TO MAKE CONTINUOUS TRACK RUNS. PROVIDE ARLINGTON 38A 3/8" CONNECTOR AT ALL POWER FEED LOCATIONS (TYPICAL). LYTESPAN "T" CONNECTOR. PROVIDE FIELD WIRING AS REQUIRED AT ALL ENERGIZED INTERSECTIONS. PROVIDE ARLINGTON 38A 3/8" CONNECTOR AT ALL POWER FEED LOCATIONS (TYPICAL). LYTESPAN "L" CONNECTOR. PROVIDE FIELD WIRING AS REQUIRED AT ALL ENERGIZED INTERSECTIONS. PROVIDE ARLINGTON 38A 3/8" CONNECTOR AT ALL POWER FEED LOCATIONS (TYPICAL). PROVIDE J-BOX FOR 120V POWER AT CEILING FOR "DISCO BALL" POWER. VERIFY EXACT LOCATION AND WIRING REQUIREMENTS WITH TENANT AND FIXTURE MANUFACTURER PRIOR TO ROUGH-IN. J-BOX WITH DISCONNECT SWITCH MOUNTED ABOVE CEILING FOR WATER HEATER, 120V, 1.5KW. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. PROVIDE RECEPTACLE FOR FITTING ROOM SIGN. SEE DETAIL D/A.1.800. CONTRACTOR TO INSTALL DIMMER SWITCH AT 44" TO CONTROL ALL TRACK LIGHTING. 4 5 6 7 8 9 17 18 910 11 12 13 14 15 16 1819 NOTE: ·PROVIDE SEISMIC BRACING FOR ALL ELECRITCAL FIXTURES AND EQUIPMENT PER INTERNATIONAL BUILDING CODE SEISMIC CATERGORY D 21 20 22 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T E.0.101 GIB EL E C T R I C A L L I G H T I N G NO T E S 1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 LIGHTING SCHEDULE TYPE DESCRIPTION MOUNTING WATTS LAMPS QTY. FIXTURE DESCRIPTION TEMP.LUMENS QTY. LAMP H2 H3 HB HS HW HWe HWf We LS12 LS48 LS96 Pa2 Pa Pe6 Pe5 Pf Pf3 Ra2 Ra3 Rf2 Sa LS23e Se7 V We2 AMERLUX PARI-S SMALL TRACK PARIS-S-W.LOL-120-38-309-LE/TE (WHITE) (MERCHANDISE DISPLAY) JUNO TRAC MASTER WALL WASH MURH-31-WT-LT1-120-WW-309-LE/TE SALES FLOOR @ PERIMETER WALLS AMERLUX PARI-S SMALL TRACK PARIS-S-B.LOL-120-24-309-LE/TE (BLACK) (STOREFRONT DISPLAY WINDOW) LIGHTOLIER LYTESPAN TRACK LIGHTING #9030NAL (MERCHANDISE DISPLAY) LIGHTOLIER LYTESPAN TRACK LIGHTING #9030NWH (MERCHANDISE DISPLAY) LUMENTURE T50 TRACK HEAD T50-30H-1100-40-W-L (SKATE RAMP) LUMENTURE T50 TRACK HEAD T50-27H-1100-40-W-L (MERCHANDISE DISPLAY) PORCELAIN KEYLESS FIXTURE - WHITE NORA LIGHTING BRAVO FROST LED NUDTW-9812/W (SET COLOR TEMP TO 3K) (BACKLIGHTING FIXTURE) LINEAR LED STRIP 48" VISCOR LCOMN48-LED830K040LUNV (STOCKROOM) LINEAR LED STRIP 96" VISCOR LCOMN96-LED830K040LUNV (STOCKROOM) BOCK LIGHTING CUSTOM AS OPEN SPHERE PENDANT ASO8-EG53-IG1/MED5/630C-10FT-G53 (FITTING ROOMS) BOCK LIGHTING CUSTOM PENDANT MEZZO HALF PRISMATIC GLOBE (CASH WRAP) DJP1041MWT LARGE PENDANT 14" DIA x 13"H MATTE WHITE STEEL SHADE W/OPAL GLASS GLOBE DJP1041NVY LARGE PENDANT 14" DIA x 13"H BLUE STEEL SHADE W/OPAL GLASS GLOBE BOCK P74-PALLONE-PEN1 PENDANT ADJUSTABLE BRASS FINISH STEM W/ 12" SATIN WHITE SHADE (SALES AREA) BOCK WINNIE-11-PSB6983 PENDANT AGED WHITE-MED5-WHITE CLOTH CORD W/TRACK ADAPTER (FITTING ROOMS) JUNO 2" RECESSED WALL WASH 2LEDDRV-G2-6-MVOLT / 2LEDT-G2-A-9-27-N-WH / 2-NCMF (STOREFRONT, SALES AREA & PASSAGE) JUNO 2" RECESSED WALL WASH 2LEDDRV-G2-6-MVOLT / 2LEDT-G2-A-9-27-N-WH / 2-NCMF (SALES AREA & PASSAGE) JUNO 2" RECESSED WALL WASH 2LEDDRV-G2-6-MVOLT / 2LEDT-G2-A-9-27-N-WH / 2-NCMF (STOREFRONT) BOCK LIGHTING CUSTOM FIXTURE MONSTERS INC (SEATING AREA) LINEAR LED STRIP 23" L SAGEF-R2330K-D2 FROSTED ROUND LENS PORCELAIN KEYLESS FIXTURE PAINTED BY GC ON-SITE P9-e PROGRESS VANITY #3115-30 (TOILET ROOM) PORCELAIN KEYLESS FIXTURE - WHITE TRACK TRACK TRACK TRACK TRACK TRACK TRACK FITTING ROOM AREA WALL MOUNTED, DIRECTLY TO DRYWALL 8'-6" AFF SEE ELEVATIONS FOR EXACT LOCATION E.0.400 FOR DETAILS SURFACE SURFACE/SUSPENDED 12'-0" ABOVE SLAB 8'-0" ABOVE DECK SURFACE/SUSPENDED 12'-0" ABOVE SLAB 8'-0" ABOVE DECK PENDANT 7'-5" [2261] A.F.F. PENDANT 6'-7" [2007] A.F.F. PENDANT SEE SHEET E.0.400 FOR MOUNTING HEIGHTS PENDANT SEE SHEET E.0.400 FOR MOUNTING HEIGHTS PENDANT 10'-6" [3200] A.F.F. PENDANT 7'-0" A.F.F. RECESSED RECESSED RECESSED SURFACE SURFACE MOUNTED @ SKATE RAMP CEILING SURFACE MOUNTED @STOREFRONT MARQUEE WALL 7'-0" [2134] A.F.F. SALES FLOOR, WALL MOUNTED ON J-BOX WITH VERTICAL CONDUIT, 9'-11" AFF SEE ELEVATIONS FOR EXACT LOCATION AND E.0.400 FOR DETAILS 14.5 31 14.5 12 12 14 14 6 10 30.5 29.4 6 6 24 24 10 10 7.5 7.5 7.5 36 8 4.5 20 6 0 0 0 1 1 0 0 1 0 0 0 1 1 1 1 1 1 0 0 0 6 0 1 2 1 256 19 21 5 296 18 14 4 10 5 36 6 3 6 9 17 5 27 3 10 1 12 7 2 9 DEDICATED LED DEDICATED LED DEDICATED LED LED GE LED12DP30RS/827/25 LED GE LED 12DP30RA/927/25 LED LED STATCO S12421 - COATED A19 LED SILVER CROWN LED LED LED SATCO S21238 SATCO S21238 GREEN CREATIVE LED 24HID/830/277/E26/DIM GREEN CREATIVE LED 24HID/830/277/E26/DIM LED GE LED10DA19/827-120 LED GE LED10DA19/827-120 LED LED LED SATCO S21238 LED SATCO S9828 G25 LED SILVER CROWN GE LED10DA19/827 STATCO S12421 A19 LED SILVER CROWN COATED 3000K 3000K 3000K 2700K 2700K 3000k 2700k 2700k 3000K 3000K 3000K 2700K 2700K 3000K 3000K 2700K 2700K 2700K 2700K 2700K 2700K 3000K 2700K 2700K 2700k 1348 3203 1348 1000 1000 1100 1100 650 1700 4000 8000 500 500 3100 3100 800 800 600 600 600 500 705 450 800 650 0 0 0 5 296 0 0 4 0 0 0 6 3 6 9 3 5 0 0 0 6 0 7 4 9 LIGHT TRACK SCHEDULE TYPE DESCRIPTION COLOR MOUNTING IMPERIAL METRIC LENGTH HEADS QTY. DTb8 DTb13 DTs5 ETw16 ETw20 ETw21 ETw24 ETw28 ETw30 ETw36 ETw38 TAw4 TAw5 TAw7 Tw5 Tw8 Tw16 Tw20 TwF2 TwF6 LIGHTOLIER LYTESPAN 6000BK SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000BK SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000NAL SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM LIGHTOLIER LYTESPAN 6000WH SINGLE-CIRCUIT TRACK SYSTEM BLACK BLACK ALUMINUM WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE SURFACE 8'-0" 13'-0" 5'-0" 16'-0" 20'-0" 21'-0" 24'-0" 28'-0" 30'-0" 36'-0" 38'-0" 4'-0" 5'-0" 7'-0" 5'-0" 8'-0" 16'-0" 20'-0" 2'-0" 6'-0" 2438 3962 1524 4877 6096 6401 7315 8534 9144 10973 11582 1219 1524 2134 1524 2438 4877 6096 610 1829 8 13 5 0 0 0 0 0 0 0 0 2 3 4 3 4 8 10 2 6 1 1 1 2 6 3 3 1 2 2 4 1 1 28 66 2 5 1 2 3 NOTES: ·SEE C/E.0.400 FOR MOUNTING DETAIL ·LEAVE TWO (2) ADDITIONAL ADAPTERS WITH STORE MANAGER NOTES: ·WHERE APPLIES - ADDITIONAL TRACK RUNS ARE REQUIRED FOR CEILING MOUNTED LIGHT BAR ASSEMBLIES. ·COORDINATE WITH DIMENSIONS SHOWN ON ARCHITECTURAL REFLECTED CEILING PLAN(S). ·ADD (1) AEO OUTLET COMPONENT TO DISPLAY WINDOW TRACK - (1) COMPONENT PER WINDOW ·ADD (3) OUTLET COMPONENT TO AERIE DISPLAY WINDOW TRACK - (3) COMPONENT PER WINDOW. GRAPHIC TRACK SCHEDULE TYPE DESCRIPTION COLOR MOUNTING IMPERIAL METRIC LENGTH ADAPTERS QTY. GTbe96/12 GTwe96/12 GTbe156/12 NORA LIGHTING - NT 300 SERIES (NON-ELECTRIC) VARIOUS LENGTHS NORA LIGHTING - NT 300 SERIES (NON-ELECTRIC) VARIOUS LENGTHS NORA LIGHTING - NT 300 SERIES (NON-ELECTRIC) VARIOUS LENGTHS BLACK WHITE BLACK SURFACE SURFACE SURFACE 8'-0" 8'-0" 13'-0" 96*25.4 96*25.4 156*25.4 96/18 96/18 156/18 3 2 3 NOTES: ·ALL FIXTURES AND LAMPS FURNISHED BY TENANT ·ALL MOUNTING HEIGHTS ARE TO LOWEST POINT ON FIXTURE ·SCONCE FIXTURES ARE TO CENTERLINE OF MOUNTING BOX ·RECESSED DIRECTIONAL FIXTURES ARE TO BE ADJUSTED AS INDICATED ON THE PLANS, /\ INDICATES DIRECTION, DEGREES ARE SHOWN ASSUMING 0° IS STRAIGHT DOWN. STRING LIGHT SCHEDULE TYPE DESCRIPTION MOUNTING APPROX. CUT LENGTH WATTS FIXTURE DESCRIPTION TEMP.LUMENS WATTS QTY. LAMP SLf-2 SLf-1 SIVAL LIGHTING LIGHT STRING LSI15100WHF (PAVILION) SIVAL LIGHTING LIGHT STRING LSI15100WHF (PAVILION) SUSPENDED SUSPENDED 29'-11" 47'-11" (359*.5)/12 *1 (575*.5)/12 *1 SATCO S9167 LED S11/CL/LED/E17/120V/CD SATCO S9167 LED S11/CL/LED/E17/120V/CD 2700 2700 28 28 1 1 (359*.5)/12 (575*.5)/12NOTES: ·SEE SHEET A.2.751 FOR DETAILS ON HANGING AERIE STRING LIGHT FROM GREEN GROCER. ·SEE SHEET A.0.205 FOR DETAILS ON HANGING OFFLINE STRING LIGHT FROM PAVILION. TAPE LIGHT SCHEDULE TYPE DESCRIPTION MOUNTING CUT LENGTH WATTS TEMP.LUMENS QTY. TL-1 TAPE SURFACE MOUNTED GC TO PROVIDE 3M TAPE FOR INSTALLATION 41'-4"(496/12)*4 3000 (496/12)*315 1 EMERGENCY FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING WATTS LAMPS QTY. FIXTURE DESCRIPTION QTY. LAMP E E2 LED EMERGENCY LIGHT - BOLT LEDR-1W (90 MINUTE BATTERY BACKUP POWER) RECESSED EMERGENCY LIGHT - DUAL LITE EV4R W/ SQUARE TRIM PLATE (90 MINUTE BATTERY BACKUP POWER) WALL / CEILING RECESSED 1.8 4 0 0 3 33 LED LED 00 00 X LED EXIT LIGHT - BEST EZXTEU2RWEM (90 MINUTE BATTERY BACKUP POWER) WALL/ CEILING 3.2 0 4 LED 00 X4 LED EXIT/EMERGENCY LIGHT COMBO - LITHONIA LHQM S W 3 R 120/277 (90 MINUTE BATTERY BACKUP POWER) WALL 3.3 2 5 INCANDESCENT GE 939 00 X1 LED EXIT LIGHT - BOLT ELXTE1 RM-A-EM-LED EDGELIT SINGLE FACE W/ MIRROR BACK. (90 MINUTE BATTERY BACKUP POWER) WALL / CEILING 2.3 0 5 LED 00 X2 LED EXIT LIGHT - LITHONIA LRP 1 RC 120/277 EL N (90 MINUTE BATTERY BACKUP POWER) WALL/ CEILING 2.3 0 2 LED 00 3/ 5 / 2 0 2 5 3 : 4 9 : 0 1 P M V 2 . 0 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T E.0.102 GIB EL E C T R I C A L S C H E D U L E S 1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 3A-124A-123A-63A-84A-64A-104A-8 STACKEDBRAS 3E-123E-103E-83E-63F-12 CLEARANCE 3F-103F-83F-63G-12 UNDIES 3G-103G-83G-63H-12 BRALETTE 3H-103H-83H-64E-12 BRAS 4E-104E-84E-64F-12 CLEARANCE 4F-104F-84F-64G-12 UNDIES 4G-104G-84G-64H-12 BRALETTE 4H-104H-84H-6 3A-123A-63A-8 T7 T7 T7 T7 T7 T2 T7 T7 T7 T7 T7 T2 T7 T7 T7 T7 T7 T2 T7 T7 T7 T7 T7 T2 E2 E2 E2 E2 E2E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 X4 E2 E2 E2 E2 E2 X4 X4 X4 X4 E2 E2 X X1 X1 X1 X2 RECEIVING/PROCESSING AREA E2 E2 5.6 2.0 1.6 5.3 0.9 0.6 0.3 0.3 0.4 0.6 0.4 0.3 0.4 0.4 0.4 0.4 0.5 0.6 1.4 2.1 2.6 2.4 1.5 0.8 0.5 0.3 0.5 1.3 2.9 1.4 0.9 1.0 0.8 0.8 1.2 1.6 1.1 0.6 0.4 0.3 0.6 1.7 3.5 3.0 1.2 0.5 0.4 0.3 0.3 0.4 0.5 0.4 1.1 0.6 0.3 0.3 0.5 1.1 2.0 1.9 1.0 1.0 0.8 0.4 0.4 1.4 2.1 1.1 1.1 2.3 1.4 0.9 0.8 0.6 0.3 1.8 1.8 0.7 1.8 1.1 0.7 0.3 0.6 1.5 0.8 1.1 1.4 0.8 0.4 0.2 0.2 1.3 0.4 0.3 0.2 0.7 0.7 0.5 0.3 0.3 2.0 0.9 0.3 0.2 2.2 1.3 0.3 1.9 0.3 0.2 0.2 0.5 1.7 1.3 4.9 1.0 2.9 2.2 3.3 1.6 2.3 3.2 3.8 3.4 1.0 0.3 1.8 0.8 2.2 2.0 3.0 3.6 1.8 1.7 3.0 4.9 1.9 0.4 3.7 1.7 1.0 2.9 2.0 1.4 0.3 0.2 0.5 0.9 0.4 0.7 2.0 3.5 6.2 3.0 0.8 0.4 0.4 1.5 3.8 1.0 1.0 0.6 2.0 0.4 0.4 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.5 2.3 1.4 0.6 0.4 0.3 0.9 1.8 1.0 3.2 0.4 0.5 0.2 0.2 1.0 3.1 1.5 0.4 0.4 2.1 4.9 3.6 0.6 0.7 2.9 0.2 0.5 0.4 0.2 0.2 0.5 0.9 0.8 0.3 0.3 1.2 3.5 2.3 0.5 0.3 0.4 1.7 1.5 1.2 5.0 5.3 1.1 0.8 1.3 1.5 1.2 0.6 1.2 1.5 0.4 0.2 0.3 0.3 2.4 1.3 0.4 0.2 0.4 1.3 3.6 1.1 0.2 0.2 0.2 3.3 4.1 0.2 0.2 3.4 1.0 0.7 0.8 3.7 0.4 2.3 4.4 0.4 0.8 0.6 1.8 3.8 6.7 2.8 0.5 0.3 0.6 1.9 2.8 3.0 2.3 6.0 0.3 0.2 1.6 3.5 1.1 1.7 1.1 0.3 0.7 0.6 0.3 0.7 2.5 0.5 0.5 0.3 0.3 2.1 2.9 0.7 0.4 2.1 4.5 0.6 1.4 4.7 1.8 4.3 1.7 0.3 0.2 0.5 0.5 0.2 1.7 4.6 3.4 2.5 EGRESS EMERG PATH 1 EGRESS EMERG PATH 2 EGRESS EMERG PATH 2 Luminaire Schedule Symbol Tag Qty Description LLF Luminaire Watts Total Watts X4 12 LITHONIA LED EXIT/EMERG LIGHT COMBO - LHQM LED 0.880 1.5 18 E2 68 DUAL LITE - EV4R 0.880 0 0 Calculation Summary Label Avg Max Min Avg/Min Max/Min Emerg Egress Path 1 1.04 5.6 0.2 5.20 28.00 Emerg Egress Path 2 1.56 6.7 0.2 7.80 33.50 3/ 5 / 2 0 2 5 3 : 3 7 : 0 5 P M V 2 . 0 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T NOTE: NOTIFY TENANT FIELD REPRESENTATIVE OF ANY DISCREPANCIES AND/OR CONFLICTS THAT PROHIBIT THE INSTALLATION OF ANY SYSTEM/COMPONENT/DEVICE IN THE LOCATION AS REPRESENTED HEREIN. E.0.103 TPS EM E R G E N C Y L I G H T I N G PH O T O M E T R I C P L A N 1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 EGRESS PASSAGE SCALE: 1/4" = 1'-0" [1:50] ELECTRICAL FLOOR PLAN AE SALES AREA AE FITTING ROOMS (TYP) AERIE FITTING ROOMS (TYP) NOTE: SEE SHEET E.0.201 FOR NOTES FOR THIS DRAWING. 8 8 8888 8 B-4A B-6A B-6A B-6A 28 B-6A VIA LCP 8 8 B-8A 8 B-8A 8 B-8A 28 B-8A VIA LCP 35 B-133 32 B-1 7'-4" 29 B-10E 29 B-10E VIA LCP 8 22 8 B-3 B-3 B-3 8 8 BREAK ROOM 17 15 16 B-7 B-5 B-11 AERIE SALES AREA OFFLINE SALES AREA 8 B-14A 8 B-16A VIA LCP 8 B-16A 8 B-16A 88B-14A VIA LCP 35 35 6'- 6 " A-44 23 B-18G 26 B-18G 26 B-18G 26 B-18G VIA LCP 26 19 12 B-20A 888 8 B-22A 8 B-22A 8 B-22A VIA LCP 3434 B-15 36 24 8 B-39B-39 B-15 B-15 363610101010 10 10 B-24F VIA LCP B-24F B-24F B-24F B-24F B-24F 17 B-11 1 B-19 3 B-19 18 13 B-21 B-23 5 B-25 20"13" 22 B-25 B-27B-27 JJ99 H.C. TOILET ROOM B-31B-29 B-3 11 14 EXISTING 75kva XFMR 37 OFFLINE FITTING ROOMS (TYP) 19'-3" 4'-3"5'-7" 6'- 2 " 2'- 1 " 8 B-30 B-30 B-30 8 8 B-32 B-32 B-32 8 8 8 B-34 8 8 8 B-34 B-34 NEW PANEL A EMS PANEL EXISTING PANEL B EXISTING SWITCH GEAR EXISTING PANEL B DISCONNECT 38 8 7 4 B-36 B-38 GFI GFI GFI GFI GFI GFI A-44 B-20AB-20AB-20AB-20A 8 B-20A VIA LCP B-14AB-14A B-4AB-4A B-15B-15 21 B-41C 35 B-1 5'- 7 " 25 ' - 7 " 21 B-41C VIA LCP 8 B-8A 8 B-4A VIA LCP B-4A 29 B-10E 29 B-10E 29 B-10E 29 B-10E 39 EXISTING PANEL HA FA C P EXISTING FIRE ALARM PANEL STOCKROOM 30 HA-13,15,17 B-33 B-33 31 20 A-43 (GFCI) B-39 27 B-39 27 B-39 27 B-39 27 5'-1" 19 19 A-44 A-44 H.C TOILET ROOM 2' - 9 " 1'-10" B-8A VIA LCP A-45 VIA LCP 3/ 5 / 2 0 2 5 3 : 3 7 : 4 6 P M V 2 . 0 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T NOTE: NOTIFY TENANT FIELD REPRESENTATIVE OF ANY DISCREPANCIES AND/OR CONFLICTS THAT PROHIBIT THE INSTALLATION OF ANY SYSTEM/COMPONENT/DEVICE IN THE LOCATION AS REPRESENTED HEREIN. E.0.200 GIB EL E C T R I C A L F L O O R P L A N Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: SEE SHEET E.0.400 FOR ELECTRICAL INSTALLATION DETAILS. NOTE: SEE SHEET 'A.0.140' FOR FIXTURE LOCATING DIMENSIONS. RECEPTACLE AND SWITCH CLARIFICATION NOTE: 1.RECEPTACLES AND SWITCHES IN WHITE PAINTED SURFACES SHALL BE WHITE PLASTIC. COVER PLATES SHALL ALSO BE WHITE PLASTIC. 2.RECEPTACLES AND SWITCHES IN STAINED WOOD SURFACES SHALL BE GRAY PLASTIC. COVER PLATE SHALL BE BRUSHED ALUMINUM. 3.RECEPTACLES AND SWITCHES IN WHITE PAINTED WOOD SURFACES SHALL BE WHITE PLASTIC. COVER PLATE SHALL ALSO BE WHITE PLASTIC. 4.RECEPTACLES AND SWITCHES IN GRAY PAINTED SURFACES SHALL BE GRAY PLASTIC. COVER PLATE SHALL ALSO BE GRAY PLASTIC. NOTE: G.C.TO PROVIDE AND INSTALL ALL CATEGORY 6 CABLE LOCATIONS INCLUDE BUT ARE NOT LIMITED TO ALL WIRELESS ACCESS POINTS, CASH & WRAP, COMPUTER STATION, SECURITY CAMERAS AND SHOPPER TRAK. COORDINATE ALL LOCATIONS WITH TENANTS FIELD REPRESENTATIVE. HUBBLE SYSTEMONE FLUSH 4 INCH CORE THROUGH FLOOR FITTING WITH ALUMINUM FINISH.IF SPACE BELOW IS NOT ACCESSBILE, PROVIDE LEGRAND WIREMOLD MODULINK 880MP SERIES DOUBLE GANG FLOOR BOX FOR L-520 TWIST LOCK RECEPTACLE AND DATA OUTLET. DUPLEX RECEPTACLE FOR MOBILE POS STATIONS MOUNTED @18" A.F.F. EXISTING 480V/277 PANELBOARD LA TO BE RENAMED TO HA. REMOVE EXISTING 200 AMP DISCONNECT. EC TO VERIFY TRANSFORMER SIZE. IF INCORRECT, THE CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED TO CONFORM WITH THIS DRAWING. KEY NOTES: G.C SHALL INSTALL DUPLEX RECEPTACLE @ 7'-3" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX (CENTERED ON PLYWOOD BACKBOARD) FOR AUDIO/VISUAL CONCULTANT USE. SEE DETAIL A2/F.O.300. NOT USED. (2)ORANGE ISOLATED GROUND DOUBLE DUPLEX RECEPTACLE. SEE DETAIL A2/F.0.300 FOR MOUNTING LOCATIONS. G.C. SHALL INSTALL DOUBLE DUPLEX RECEPTACLE FOR ALARM PANEL @ 36" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. 24" x 48" x 3/4" PLYWOOD BACKBOARD FOR TELEPHONE SERVICE. NOT USED. G.C.SHALL INSTALL A DUPLEX RECEPTACLE FOR PAGING SYSTEM CONTROL PANEL @ 5' ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. DUPLEX RECEPTACLE MOUNTED VERTICALLY @ 18" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. HAND DRYER, 120 VOLTS, 950 WATTS. VERIFY EXACT ELECTRICAL CONNECTION POINT WITH MANUFACTURERS INSTRUCTIONS AND OWNER PRIOR TO ROUGH-IN. HAND DRYER FURNISHED BY TENANT AND INSTALLED BY G.C. PROVIDE DUPLEX RECEPTACLE MOUNTED HORIZONTALLY IN WALL BEHIND MIRROR @ 7'-4" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX FOR INTEGRAL MIRROR LIGHTING. COORDINATE EXACT LOCATION WITH TENANT FIELD REPRESENTATIVE. PROVIDE WHITE OUTLET AND FACEPLATE. G.C. SHALL INSTALL A DUPLEX RECEPTACLE FOR CHARGING STATION @ 18" A.F.F. TO CENTERLINE OF BOX. SEE DETAIL P/F.0.300 FOR MOUNTING LOCATIONS. DUPLEX RECEPTACLE MOUNTED HORIZONTALLY @ 9" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. G.C. SHALL INSTALL DUPLEX RECEPTACLE @ 2'-0" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX FOR DVR SYSTEM. SEE DETAIL A2/F.0.300 FOR MOUNTING LOCATION. ALARM SYSTEM KEYPAD MOUNTED ON WALL. PROVIDE 3/4" CONDUIT WITH PULL WIRE FROM KEYPAD TO ALARM PANEL LOCATED NEAR ELECTRICAL PANELS. FIELD VERIFY EXACT LOCATIONS WITH TENANTS FIELD REPRESENTATIVE PRIOR TO ROUGH-IN. G.C.SHALL INSTALL A DUPLEX RECEPTACLE FOR MICROWAVE @ 3'-6" A.F.F. TO CENTERLINE OF BOX. SEE DETAIL A/A.0.151 FOR MOUNTING LOCATIONS. G.C.SHALL INSTALL A DUPLEX RECEPTACLE FOR REFRIGERATOR @ 18" A.F.F. TO CENTERLINE OF BOX. SEE DETAIL B/A.0.151 FOR MOUNTING LOCATIONS. G.C. SHALL INSTALL A DUPLEX RECEPTACLE AT BREAK TABLE @ 3'-6" A.F.F. TO CENTERLINE OF BOX. SEE DETAIL A/A.0.151 FOR MOUNTING LOCATIONS. G.C.SHALL INSTALL DOUBLE DUPLEX RECEPTACLE FOR NEDAP CONTROL PANEL AT MANAGER'S DESK. VERIFY EXACT MOUNTING LOCATION PRIOR TO ROUGH-IN. DUPLEX RECEPTACLE MOUNTED VERTICALLY @ 18" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX CENTERED ON CONVENT SHELVING. REFER TO DRAWING A.0.140 FOR EXACT LOCATION. ELECTRIC WATER DISPENSER, 120 VOLTS. VERIFY EXACT ELECTRICAL CONNECTION POINT AND LCOATION WITH MANUFACTURERS INSTRUCTIONS AND TENANTS FIELD REPRESENTATIVE PRIOR TO ROUGH-IN. PROVIDE DUPLEX RECEPTACLE FOR ANYONE/EVERYONE/SIGNAGE. VERIFY EXACT MOUNTING LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. DUPLEX RECEPTACLE FOR ELECTRIC WATER COOLER, 120 VOLTS. VERIFY EXACT ELECTRICAL CONNECTION POINT AND LOCATION WITH MANUFACTURERS INSTRUCTIONS. GFCI BREAKER REQUIRED FOR THIS CIRCUIT. DUPLEX RECEPTACLE FOR VIDEO ASSEMBLY. REFER TO SHEET A.4.752 FOR EXACT MOUNTING LOCATION AND REQUIREMENTS. PROVIDE FLOOR MOUNTED RECEPTACLE FOR DISPLAY WINDOW VIDEO SCREENS. COORDINATE EXACT LOCATION AND DEVICE COLOR WITH TENANT FIELD REPRESENTATIVE. NOT USED. PROVIDE DUPLEX RECEPTACLE MOUNTED HORIZONTALLY IN WALL BEHIND MIRROR @ 5'-6" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX FOR INTEGRAL MIRROR LIGHTING. COORDINATE EXACT LOCATION WITH TENANT FIELD REPRESENTATIVE. PROVIDE WHITE OUTLET AND FACEPLATE. DUPLEX RECEPTACLE FOR MOBILE POS STATION. RECEPTACLE TO BE SURFACE MOUNTED @18" A.F.F, CENTERED BETWEEN TILE PANEL AND DISPLAY CASE AS INDICATED ON PLANS. CONDUIT TO BE PAINTED TO MATCH THE COLOR OF THE WALL. PROVIDE WHITE COVER PLATE WITH DEVICE. DUPLEX RECEPTACLE MOUNTED VERTICALLY @ 12" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX. PROVIDE DUPLEX RECEPTACLE MOUNTED HORIZONTALLY IN WALL BEHIND MIRROR @ 7'-10 1/2" ABOVE CONCRETE SLAB TO CENTERLINE OF BOX FOR INTEGRAL MIRROR LIGHTING. PROVIDE WHITE OUTLET AND FACEPLATE. 7.5 KW UNIT HEATER 480V, 3Ø FURNISHED, INSTALLED AND WIRED BY G.C. @ 96" ABOVE CONCRETE SLAB TO BOTTOM OF UNIT. REFER TO DRAWING M.0.100 FOR EXACT THERMOSTAT LOCATION. G.C SHALL PROVIDE AND INSTALL A 15 AMP, DECORATOR USB CHARGING ELECTRICAL DUPLEX RECEPTACLE FOR DIGITAL COMMUNICATION CENTER @ 5'-6" A.F.F. TO CENTERLINE OF BOX AND 2" TO LEFT OF TV BRACKET. SEE DETAIL Q/F.0.300 PRIOR TO ROUGH-IN. 2 1 8" DIAMETER HOLE BY G.C FOR AUDIO/VISUAL CONSULTANT USE. SEE SHEET A.1.601 FOR DETAILS. G.C SHALL INSTALL DUPLEX RECEPTACLE MOUNTED HORIZONTALLY @ 5'-8" A.F.F WITH COVER PLATE FOR AUDIO/VISUAL CONSULTANT USE. SEE SHEET 'A.1.601' FOR DETAILS. HUBBLE SYSTEMONE FLUSH 4 INCH CORE THROUGH FLOOR FITTING WITH BRASS FINISH. IF SPACE BELOW IS NOT ACCESSBILE, PROVIDE LEGRAND WIREMOLD MODULINK 880MP SERIES DOUBLE GANG FLOOR BOX FOR L-520 TWIST LOCK RECEPTACLE AND DATA OUTLET. 28 8 33 29 32 17 16 15 36 23 26 19 12 34 37 10 1 2 3 4 5 6 7 9 11 13 14 18 20 21 22 27 24 25 30 31 38 39 35 NOTE: ·PROVIDE SEISMIC BRACING FOR ALL ELECRITCAL FIXTURES AND EQUIPMENT PER INTERNATIONAL BUILDING CODE SEISMIC CATERGORY D Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T E.0.201 GIB EL E C T R I C A L F L O O R P L A N Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 a NOTE: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE CEC AND ANY LOCAL AUTHORITY HAVING JURISDICTION. VERIFY LANDLORD'S SERVICE ARRANGEMENT IN FIELD. M ROOF LINE NOTE: THE INTERRUPTING RATING OF THE TENANTS BREAKERS SHALL NOT BE LESS THAN THE FAULT LEVEL AS DETERMINED BY THE LANDLORD'S ENGINEERS, AND IN NO CASE SHALL BE LESS THAN 14,000 A.I.C. FOR 277/480 VOLT PANELS OR 10,000 A.I.C. FOR 208Y/120 VOLT PANELS. VERIFY EXACT FAULT CURRENT RATINGS WITH LANDLORD. EXISTING CONDUIT & FEEDER EXHAUST FANEF ELECTRIC UNIT HEATEREUH ELECTRIC DUCT HEATEREDH EBB ELECTRIC BASEBOARD HEATER GROUND FAULT INTERRUPTERGFI WEATHER PROOFWP ELECTRIC WATER COOLEREWC AFF ABOVE FINISHED FLOOR EM EMERGENCY LIGHT NL NIGHT LIGHT BRANCH CIRCUIT HOME RUN DISCONNECT SWITCH KEY OPERATED SWITCH 3-WAY SWITCH SINGLE POLE SWITCH PUSH BUTTON SIGNAL BELL AND TRANSFORMER JUNCTION BOX TELEPHONE OUTLET FLOOR MTD. DUPLEX CONVENIENCE OUTLET DOUBLE DUPLEX CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET SURFACE MTD. EMERGENCY LIGHT AND FIXTURE TYPE FLUORESCENT STRIP LIGHT FIXTURE AND FIXTURE TYPE RECESSED LIGHT FIXTURE AND FIXTURE TYPE TRACK FIXTURE AND FIXTURE TYPE WALL MOUNTED LIGHT FIXTURE AND FIXTURE TYPE RECESSED LIGHT FIXTURE AND FIXTURE TYPE TO CONTROLLED CIRCUITS ELECTRICAL RESPONSIBILITY SCHEDULE A E.0.300 NOTE REGARDING ELECTRICAL DISTRIBUTION SYSTEM: THE ELECTRICAL RISER DIAGRAM INDICATED HAS BEEN PROPERLY DESIGNED TO ACCOMMODATE TENANT'S POWER REQUIREMENTS AND MEETS ALL APPLICABLE BUILDING CODES. IT IS THE RESPONSIBILITY OF THE G.C. TO VERIFY ALL EXISTING CONDITIONS AND DETERMINE IF ANY EXISTING EQUIPMENT AND WIRING IS SUITABLE FOR REUSE IN THE SYSTEM PRIOR TO BIDDING. G.C. SHALL PERFORM ALL WORK NECESSARY TO RESULT IN A COMPLETE AND LEGAL INSTALLATION INCLUDING THE UPGRADING AND/OR MODIFICATION OF THE EXISTING SERVICE FEEDERS, CONDUITS AND TAP-INS EXTENDED TO PROPER POINT OF ORIGIN AS COORDINATED WITH THE LANDLORD. DATA OUTLET ISOLATED GROUNDIG TAMPER RESISTANTTR DUPLEX CONVENIENCE OUTLET ON CONTROLLED CIRCUIT EXISTING PANEL "B" EXISTING PANEL "HA" 5 10 8 7 4 3 6 A-21 EXISTING RTU-1 TENANTS STOCKROOM Re We He Re Se X4 EXIT SIGN WITH EMERGENCY HEADS, ARROWS AS INDICATED AND FIXTURE TYPE EXIT SIGN, ARROWS AS INDICATED AND FIXTURE TYPEX1 RECESSED EMERGENCY LIGHT AND FIXTURE TYPEE2 EF E J TB s 3a s sk EXHAUST FAN T THERMOSTAT NOTE REGARDING EXAMINATION OF PREMISES/FIELD CONDITIONS: PRIOR TO SUBMITTING PROPOSALS FOR THE WORK, EACH BIDDER IS REQUIRED TO HAVE EXAMINED THE PREMISES AND VERIFY THE EXISTING FIELD CONDITIONS. THE EXISTING CONDITIONS HAVE BEEN EXAMINED IN THE FIELD BY TENANT REPRESENTATIVE'S AND ARE BELIEVED TO BE DEPICTED IN A ACCURATE MANNER AS THEY EXIST. IF THE BIDDER FINDS THAT THAT THERE ARE DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE INFORMATION SHOWN ON THESE DRAWINGS, THEY SHOULD NOTIFY THE TENANT'S REPRESENTATIVE OF THOSE DISCREPANCIES. IF THESE INSTRUCTIONS ARE IGNORED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL THE EQUIPMENT REQUIRED FOR A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM AT NO ADDITIONAL COST TO TENANT. F3 F5F4 NOTE: SEE SHEET 'E.0.400 FOR ELECTRICAL DETAILS & ELECTRICAL SCHEMATIC DETAILS WALL SWITCH SENSOR WITH MINIMUM FAN RUN TIME, LINE VOLTAGE, 2-POLE, DUAL TECHNOLOGY SENSOR SWITCH #WSD PDT 2P FAN OR APPROVED EQUAL MTD @ 44" ABOVE FINISHED FLOOR. s2P NEW PANEL "A" NOTE: G.C. SHALL FURNISH AND INSTALL FRT PLYWOOD BEHIND ALL ELECTRICAL PANELS. EMS CNTRL PANEL CLP N.T.S. B E.0.300 ISOLATED GROUND BUS ISOLATED GROUND BUS "STANDOFFS" ~ ISOLATED GROUND BRANCH CIRCUIT CONDUCTOR. AØ BØ CØ TO SERVICE GROUNDING POINT RISER EQUIPMENT KEY NOT USED. EXISTING CONDUIT & CONDUCTORS INTO TENANT'S EQUIPMENT SHALL REMAIN AS IS. PANEL "HA", IN STOCKROOM, 277/480V, 3Ø, 4W, 225A MLO. CONFIGURE CIRCUITRY AS SHOWN ON DWG. & BALANCE LOADS ON ALL PHASES TO WITHIN 10%. EXISTING PANEL "B", IN STOCKROOM, 120/208V, 3Ø, 4W, 225A MLO. CONFIGURE CIRCUITRY AS SHOWN ON DWG. & BALANCE LOADS ON ALL PHASES TO WITHIN 10%. GROUND PER NEC. NEW PANEL "A", IN STOCKROOM, 120/208V, 3Ø, 4W, 100A MCB, PROVIDED BY TENANT VENDOR AND INSTALLED BY G.C. CONFIGURE CIRCUITRY AS SHOWN ON DWG. & BALANCE LOADS ON ALL PHASES TO WITHIN 10%. GROUND PER NEC. EXISTING FLOOR MOUNTED TRANSFORMER CONDUIT AND CONDUCTORS AS REQUIRED FOR ALL CONTROLLED CIRCUITS. CUSTOM EMS CONTROL SYSTEM WITH INTEGRAL RELAYS AND CURRENT LIMITER, LOCATED IN STOCKROOM. REFER TO EMS DRAWINGS. EXISTING 200A DISCONNECT TO BE REMOVED. EXISTING BREAKER TO BE RENAMED TO "SPARE". REMOVE FEEDER ASSOCIATED WITH BREAKER. EXISTING 90A BREAKER TO BE REPLACED WITH NEW 150A. REMOVE EXISTING FEEDER AND REPLACE WITH NEW FEEDER AS SHOWN ON RISER DIAGRAM. EXISTING 100A BREAKER TO BE REPLACED WITH NEW 150A. REMOVE EXISTING FEEDER AND REPLACE WITH NEW FEEDER AS SHOWN ON RISER DIAGRAM. EXISTING 400A BREAKER TO REMAIN. EXISTING PULL BOX TO BE REMOVED. EXISTING CONDUIT AND FEEDER TO BE REMOVED. FIELD CONDITION KEY NOT USED. NOT USED. EXISTING PANEL "LA" TO BE RENAMED TO "HA". BELIEVED TO BE AS NOTED IN RISER EQUIPMENT KEY NOTE #3 BASED ON FIELD SURVEYS PERFORMED BY THE TENANT REPRESENTATIVES. IF INCORRECT THIS CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED TO CONFORM WITH THIS DRAWING. EXISTING PANEL "B" BELIEVED TO BE AS NOTED IN RISER EQUIPMENT KEY NOTE #4 BASED ON FIELD SURVEYS PERFORMED BY THE TENANT REPRESENTATIVES. IF INCORRECT THIS CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED TO CONFORM WITH THIS DRAWING. EXISTING TRANSFORMER BELIEVED TO BE AS NOTED IN RISER EQUIPMENT KEY NOTE #6 BASED ON FIELD SURVEYS PERFORMED BY THE TENANT REPRESENTATIVES. IF INCORRECT THE CONTRACTOR SHALL PROVIDE NEW EQUIPMENT AS REQUIRED TO CONFORM WITH THIS DRAWING. EC TO CONFIRM THAT DISCONNECT CONTAINS 200A FUSES. F11 2 3 4 5 7 8 6 F2 F3 F4 F5 NOTE: REFER TO GENERAL ELECTRICAL NOTE #7 FOR CIRCUITS IN WHICH G.C. IS TO PROVIDE #12 ISOLATED GRD. 1.PROVIDE LOCKOUT BREAKERS AS INDICATED ON THE PANEL SCHEDULE. 2.COVER PLATES AND DEVICES SHALL BE PER RECEPTACLE AND SWITCH CLARIFICATION NOTE THIS SHEET. 3.THIS CONTRACTOR SHALL VERIFY ALL ROUTING OF CONDUIT OUTSIDE THIS SPACE. 4.PAINTING OF LIGHT FIXTURES IS TO BE BY THE CONTRACTOR FOR THE ARCHITECTURAL TRADES AT THIS CONTRACTOR'S EXPENSE. SEE SPECS AND FINISH SCHEDULE. 5.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING THE LOADS BETWEEN PHASE LEGS OF PANELS, REGARDLESS OF THE CIRCUIT NUMBERS SHOWN. 6.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND PROPER STORAGE OF ALL ITEMS FURNISHED BY THE TENANT. ALL SHIPMENTS SHALL BE CAREFULLY CHECKED FOR DAMAGE AND SHORTAGES. ANY DAMAGE OR SHORTAGES SHALL BE NOTED ON THE TRUCKER'S FREIGHT BILL AND THE TENANT SHALL BE NOTIFIED IMMEDIATELY. 7.THE CIRCUIT DESIGNATED AS " B-23 " ON THIS DRAWING SHALL BE RUN IN ITS OWN CONDUIT AND SHALL HAVE AN ISOLATED GROUND BACK TO THE POINT OF ORIGIN OF THE ISOLATED GROUND BUS. 8.ALL WORK IS TO BE PERFORMED IN A SAFE AND LAWFUL MANNER AND SHALL COMPLY WITH ALL APPLICABLE CODES. 9.ALL WALL MOUNTED EXIT LIGHTS SHALL BE MOUNTED WITH THE BOTTOM OF FIXTURE FLUSH WITH THE TOP OF THE DOOR FRAME. 10.RECESSED CEILING SPEAKERS AND SPEAKER WIRE FURNISHED & INSTALLED BY AUDIO CONSULTANT. 11.COORDINATE ALL ELECTRICAL WORK IN CASH AND WRAP AREA WITH THE FLOORING CONTRACTOR, AS REQUIRED. 12.ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS AND/OR RECOMMENDATIONS, AND GOOD INDUSTRY STANDARDS. IF THERE IS A CONFLICT, CONTACT A TENANT REPRESENTATIVE IMMEDIATELY. 13.ALL CONDUCTORS SHALL BE COPPER AND SHALL BE COLOR CODED TO CORRESPOND WITH THE LANDLORDS ELECTRICAL INSTALLATION. 14.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY HVAC ELECTRICAL CONNECTIONS. COORDINATE WIRING OF FAN, DAMPERS, HEAT COILS, AND CONTROLS. 15.THIS CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY ASSEMBLY OF LIGHT FIXTURES AND TRACK. ASSEMBLY SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 16.IF REQUIRED BY THE LANDLORD OR LOCAL BUILDING CODES, THIS CONTRACTOR SHALL COOPERATE WITH THE M.C. TO FURNISH AND INSTALL A FIRE AND SMOKE DETECTION SYSTEM, INCLUDING BUT NOT LIMITED TO, SMOKE DETECTORS, SMOKE EXHAUST FANS, VISUAL AND AUDIBLE ALARMS, ETC. ALL EQUIPMENT MUST BE FULLY OPERABLE AND MEET LANDLORD AND LOCAL BUILDING CODE REQUIREMENTS. CONTACT THE TENANT REPRESENTATIVE WITH ANY DISCREPANCIES OR MISUNDERSTANDINGS. 17.THIS STORE IS BEING INSTALLED IN A PREVIOUSLY OCCUPIED SPACE. ALL CONTRACTORS SHALL VERIFY THAT THE USE OF THE DIMENSIONS AND DETAILS SHOWN ON THESE DRAWINGS WILL BE COMPATIBLE WITH THE EXISTING CONDITIONS. NOTIFY THE TENANTS CONSTRUCTION DEPARTMENT IMMEDIATELY WITH ANY CONFLICTS. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY INCIDENTAL DEMOLITION OF NEW WORK REQUIRED BY THE EXISTING CONDITIONS. SEE SPECS. 18.THIS CONTRACTOR SHALL VERIFY THE SIZE OF ANY EXISTING LOADS BEING REUSED (I.E., HVAC LOADS), THE SUITABILITY FOR THE DISCONNECTS, CONDUIT, WIRING, ETC. REVISE OR REPLACE AS REQUIRED. 19.THIS CONTRACTOR SHALL THOROUGHLY INSPECT ANY EXISTING ELECTRICAL SERVICE AND PANELS, AND SHALL DETERMINE THE SUITABILITY OF ANY ITEM FOR THE NEW STORE. THIS WILL INCLUDE VERIFYING ACCEPTABLE CIRCUIT LOADS, BREAKER SIZES, DISCONNECT SIZES, WIRE SIZES, ETC. AND SHALL CONSIDER BOTH NEW AND EXISTING LOADS. 20.THE CIRCUITING INDICATED ON THIS DRAWING IS TO SHOW LOAD GROUPINGS ONLY. THIS DRAWING SHOWS THE CIRCUITING AND 'HOME RUNS' FOR NEW ITEMS ONLY. EXISTING CIRCUITING MAY REMAIN IF SUITABLE. 21.THIS STORE IS BEING INSTALLED IN EXISTING SPACE. ALL CONTRACTORS SHALL VERIFY THAT THE USE OF THE DIMENSIONS AND DETAILS SHOWN ON THESE DRAWINGS WILL BE COMPATIBLE WITH THE EXISTING CONDITIONS. NOTIFY THE TENANT'S CONSTRUCTION DEPARTMENT IMMEDIATELY WITH ANY CONFLICTS. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY INCIDENTAL DEMOLITION OR NEW WORK REQUIRED BY THE EXISTING CONDITIONS. SEE SPECS. 22.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HVAC ELECTRICAL REQUIREMENTS, INCLUDING INSTALLATION OF 115 VOLT POWER WIRING AND CONDUIT FROM THE ELECTRICAL PANEL TO THE VARIABLE AIR VOLUME TERMINAL. 23.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THERMOSTAT, ANY WIRING AND 115/24 VOLT TRANSFORMER TO THE VARIABLE AIR VOLUME TERMINAL. 24.THIS CONTRACTOR SHALL RE-LAMP ALL EXISTING LIGHT FIXTURES WITH LAMPS FURNISHED BY THE TENANT. USE THE LAMPS INDICATED ON THE FIXTURE SCHEDULE. 25.BRANCH BREAKERS SHALL BE BOLT-ON TYPE, EATON 'BAB' OR 'GHB' SERIES OR EQUIVALENT. PANELS SHALL BE EATON/CUTLER-HAMMER 'POW-R-LINE 1' FOR 120/208 VOLTS AND 'POW-R-LINE 2' FOR 277/480 VOLTS. SEE SPECS. MAIN OVERCURRENT DEVICE IN STOCK ROOM SERVICE ENTRANCE CONDUIT TO LEASE SPACE SERVICE ENTRANCE FEEDERS TO LEASE SPACE METER REQUIREMENTS LIGHT FIXTURES AND LAMPS OUTLETS AND SWITCHES GENERAL CONDUIT AND WIRING MAIN TELEPHONE CONDUIT TO THE SPACE TELEPHONE CABLING TELEPHONE EQUIPMENT SPEAKERS P.O.S. DATA CONDUIT P.O.S. DATA CABLING TRANSFORMER TENANT ELECTRICAL PANELS EMS SYSTEM FLOOR BOX ULTRASONIC AND PIR WALL SWITCH SENSOR ENTRANCE GATE STORERFONT SIGN BLADE SIGNBLADE SIGN DELIVERY BUZZER SYSTEM AT SERVICE DOOR BUZZER LOW VOLTAGE WIRING SERVICE DOOR ALARM LOCK (DETEX) SECURITY AND ANTI-THEFT SYSTEM AIR CURTAIN - CONECTIONS/WIRING ALL EMS WIRING INCLUDING TO HVAC EQUIPMENT EMS COMMISSIONING - LIGHTING COMPONENT COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY COORDINATE WITH LANDLORD AND/OR POWER COMPANY DESCRIPTION REMARKS FURNISHED INSTALLED ELECTRICAL SYMBOLS ELECTRICAL RISER DIAGRAM EX I S T I N G TE N A N T LA N D L O R D G. C . OT H E R TE N A N T LA N D L O R D G. C . OT H E R 480-120/208V 75KVA XFMR PANELBOARD ISOLATED GROUND DETAIL N.T.S. GENERAL ELECTRICAL NOTES EXISTING FIRE ALARM EXISTING 200A PANEL "B" DISCONNECT EXISTING 200A DISCONNECT EXISTING RTU-2 EXISTING RTU-3 EXISTING RTU-4 EXISTING GROUND 10 12 10 13 14 9 9 10 11 12 11 13 14 (4) #3 THHN CU. & (1) #8 GR. IN 1 1/4" C. (3) #1/0 THHN CU. & (1) #6 GR. IN 1 1/2" C. (4) #3 THHN CU. & (1) #8 GR. IN 1 1/4" C. N/A N/A N/A N/A F6 F6 TO UPSTREAM EQUIPMENT2 11 11 (4) #3/0 THHN CU. & (1) #6 GR. IN 2" C. 16 15 15 16 16 15 16 16 EXISTING MAIN OMITTED OMITTED OMITTED N/A N/A Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 3/ 5 / 2 0 2 5 3 : 3 7 : 5 2 P M V 2 . 0 E.0.300 GIB EL E C T R I C A L N O T E S & S C H E D U L E S 1 CI T Y C O M M E N T S 1 1/ 3 0 / 2 5 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: 1)NEW CIRCUIT BREAKERS SHALL BE LISTED FOR USE IN AND SHALL BE COMPATIBLE WITH EXISTING CIRCUIT BREAKERS AND PANELBOARDS. NEW CIRCUIT BREAKERS MUST WITHSTAND SHORT CIRCUIT AIC RATINGS. 2)EXISTING LOADS TO REMAIN ARE SHOWN IN LOWER CASE LETTERS. NEW, RELOCATED OR MODIFIED LOADS ARE SHOWN IN UPPER CASE LETTER, TYP. NOTE: ALL EXISTING PANEL SCHEDULE INFORMATION HAS BEEN OBTAINED FROM EXISTING PANEL SCHEDULES ON SITE AND AS-BUILT DRAWINGS. CONTRACTOR SHALL VERIFY ACCURACY PRIOR TO STARTING CONSTRUCTION, NOTIFY ENGINEER OR DISCREPANCIES. PROVIDE UPDATE PANEL SCHEDULES AT END OF PROJECT. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 3 : 4 9 : 4 8 P M V 2 . 0 E.0.301 GIB EL E C T R I C A L N O T E S & S C H E D U L E S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 EMS PANEL CAT 6 TO ISP CAB 3'-6" 4 CAT 6 TO ISP CAB 2 2 CAT 6 CABLE CAT 6 TO ISP CAB./NEDAP CONTROL PANEL 7 IS P C A B SCALE: 1/4" = 1'-0" [1:50] LOW VOLTAGE FLOOR PLAN 1 1 AE SALES AREA AE FITTING ROOMS (TYP) 1 1 OFFLINE SALES AREA OFFLINE FITTING ROOMS (TYP) 2 2 2 CAT 6 TO BACK DOOR READER LOCATED ABOVE REAR DOOR. 2 2 CAT 6 CABLE CAT 6 TO BACK DOOR READER LOCATED ABOVE REAR DOOR. 3 3 3 3 3 4 CAT 6 TO ISP CAB 4 CAT 6 TO ISP CAB 3'-6" 4 CAT 6 TO ISP CAB 3'-6" 5 6 6 6 6 6 6 6 6 1111 11 6 (READER 1) 8 8 26 14 9 30 28 16 17 16 17 16 17 16 17 17 16 17 16 16 17 16 17 16 17 16 17 11 J JCAT 6 CABLE 18 19 J 20 SP 21 SP 21 SP 21 SP 21 SP 21 SP 21SP21SP21 SP 21SP21 SP 21 SP 21 SP 21 SP 21 SW22 SW22SW22 SW22 SW22 SP 21 SP 21 SP 21 SP 24 SP 24 SP 24 SP 24 SP 24SP24SP24 SW25 SW25 SW25 SP 23 SP 23 SP 23 SP 23 SP 23 SP 23 10 "RF-3"10 "RF-6" 10 "RF-1" 10 "RF-4" 10 "RF-9" 10 "RF-12" 10 "RF-10" 10 "RF-7" 10 "RF-15" 3 10 "RF-16" 10 "RF-13" 10 "RF-14" 10 "RF-8" 10 "RF-11" 10 "RF-5" 10 "RF-2" 1 EGRESS PASSAGE BREAK ROOM H.C. TOILET ROOM H.C TOILET ROOM 10 "RF-17" 27 29 31 IM 10 "RF-19" 10 "RF-18" 10 "RF-22" STOCK ROOM 1 AERIE FITTING ROOMS (TYP) 10 "RF-26" 1 AERIE SALES AREA 10 "RF-25" 6 10 "RF-24" 10 "RF-20" 10 "RF-23" CAT 6 CABLE 12 3/ 5 / 2 0 2 5 3 : 3 8 : 1 9 P M V 2 . 0 NOTE: ALL CAT 6 WIRING SHALL BE FURNISHED BY AMERICAN EAGLE AND INSTALLED AND LABELED AT EACH END BY G.C.Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T NOTE: NOTIFY TENANT FIELD REPRESENTATIVE OF ANY DISCREPANCIES AND/OR CONFLICTS THAT PROHIBIT THE INSTALLATION OF ANY SYSTEM/COMPONENT/DEVICE IN THE LOCATION AS REPRESENTED HEREIN. E.0.500 INITIALS LO W V O L T A G E F L O O R P L A N Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: ·ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL AN APPROVED FIRE ALARM/DETECTION SYSTEM COMPATIBLE WITH LANDLORD'S BASE SYSTEM AND IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. DEVICES SHOWN ARE REPRESENTATIVE OF THE SYSTEM ONLY AND EXACT LOCATIONS AND QUANTITIES OF DEVICES SHALL BE DETERMINED PRIOR TO INSTALLATION. ·G.C. TO CONTACT AND COORDINATE WITH LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR FOR DEVICE INSTALLATION AND CONNECTION TO LANDLORD'S BASE SYSTEM. ·IF THE STORE IS TO HAVE A STANDALONE FIRE ALARM SYSTEM, PROVIDE A NON PROPRIETARY SYSTEM EITHER FIRELITE OR SILENT KNIGHT BRANDS. ·IF THE SYSTEM IS TO BE MONITORED COMMERCIAL FIRE IS AMERICAN EAGLE'S VENDOR FOR MONITORING SERVICE. PLEASE CONTACT ED GREER WITH COMMERCIAL FIRE AT 1-800-241-1277 EXT. 148 OR monitoring@commercialfire.com TO COORDINATE SET UP OF THE ACCOUNT SYSTEM. ·TENANT'S MUSIC SYSTEM AND DISCO BALL SHALL BE SHUT DOWN UPON ACTIVATION OF FIRE ALARM SIGNAL BY INTELLIGENT MODULE. SEE PLAN FOR LOCATION. COORDINATE WITH FIRE ALARM VENDOR. FIRE ALARM SYMBOLS FIRE ALARM CONTROL PANELFACP FIRE ALARM SYSTEM NOTES 1.FIRE ALARM SYSTEM EXISTING. SUPPLY, INSTALL AND RELOCATE ALL EQUIPMENT AS INDICATED ON THE DRAWING. REVISE FIRE ALARM CONTROL PANEL, ADD RELAYS AND DEVICES TO PROVIDE OPERATION SPECIFIED. EQUIPMENT AND ACCESSORIES SHALL BE TO MATCH EXISTING. COMPLETE INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE ULC S524 M91 "STANDARD FOR THE INSTALLATION OF FIRE ALARM SYSTEMS" 2.EMPLOY AND PAY FOR THE LANDLORD'S FIRE ALARM CONTRACTOR FOR ALL WORK INVOLVED HEREIN. 3.VERIFICATION AND CERTIFICATION OF FIRE ALARM EQUIPMENT. THE MANUFACTURER SHALL MAKE AN INSPECTION OF THE FIRE ALARM EQUIPMENT, INCLUDING THOSE COMPONENTS NECESSARY TO THE DIRECT OPERATION OF THE SYSTEM SUCH AS MANUAL STATIONS, THERMAL DETECTORS AND CONTROLS, WHETHER OR NOT MANUFACTURED BY THE MANUFACTURER. THE INSPECTION SHALL COMPRISE AN EXAMINATION OF SUCH EQUIPMENT FOR THE FOLLOWING: 4.THE VERIFICATION MUST MEET ULC STANDARD S537. ON COMPLETION OF THE INSPECTION AND WHEN DEFICIENCIES HAVE BEEN CORRECTED, THE MANUFACTURER SHALL ISSUE TO THE ENGINEER: 5.THAT THE TYPE OF EQUIPMENT INSTALLED IS THE SAME MANUFACTURER AS EXISTING MALL EQUIPMENT. 6.THAT THE WIRING CONNECTIONS TO ALL EQUIPMENT COMPONENTS SHOW THAT THE INSTALLER UNDERTOOK TO HAVE OBSERVED ULC AND CSA REQUIREMENTS. 7.THAT EQUIPMENT OF THE MANUFACTURER'S MANUFACTURE HAS BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, AND THAT ALL SIGNALLING DEVICES OF WHATEVER MANUFACTURER HAVE BEEN OPERATED OR TESTED TO VERIFY THEIR OPERATION; AND 8.THAT THE SUPERVISORY WIRING OF THOSE ITEMS OF EQUIPMENT CONNECTED TO A SUPERVISED CIRCUIT IS OPERATING AND THAT THE GOVERNMENTAL REGULATIONS, IF ANY, CONCERNING SUCH SUPERVISORY WIRING, HAVE BEEN MET TO THE SATISFACTION OF INSPECTING OFFICIALS. 9.A COPY OF THE INSPECTING TECHNICIAN'S REPORT SHOWING LOCATION OF EACH DEVICE AND CERTIFYING THE TEST RESULTS OF EACH DEVICE. 10.A CERTIFICATE OF VERIFICATION CONFIRMING THAT THE INSPECTION HAS BEEN COMPLETED AND SHOWING THE CONDITIONS UPON WHICH SUCH INSPECTION AND CERTIFICATION HAVE BEEN RENDERED. 11.PROOF OF LIABILITY INSURANCE FOR THE INSPECTION. ALL COSTS INVOLVED IN THIS INSPECTION SHALL BE INCLUDED IN THE TENDER PRICE. IM INTELLIGENT MODULE 1 2 3 4 5 6 7 KEY NOTES: WIRELESS ACCESS POINT BY OTHERS. E.C. SHALL RUN DEDICATED BLUE CAT 6 CABLE PER ACCESS POINT BACK TO ISP CABINET PER DETAIL C/E.0.502 AND/OR H/E.0.502. NEDAP SENSOR LOCATED AT CEILING. COORDINATE EXACT LOCATION OF DEVICES WITH MANUFACTURES REPRESENTATIVE AND TENANTS FIELD REPRESENTATIVE. INSTALLER WILL PROVIDE FINAL POSITIONING OF DEVICE. DATA OUTLET WITH (3) CAT 6 CABLE FOR MOBILE CASH AND WRAP. OUTLET TO BE LOCATED IN THE SAME BOX AS TWIST LOCK RECEPTACLE. REFER TO E.0.200 FOR TWIST LOCK LOCATIONS. RETAIL NEXT (AURORA PEOPLE COUNTER) SYSTEM. SEE DETAIL "B" ON SHEET E.0.502. G.C TO PAINT PLASTIC COVER TO MATCH ADJACENT CEILING. REFER TO A.0.200 AND FINISH SCHEDULE FOR EXACT COLOR. PAGING SYSTEM CONTROL PANEL LOCATED AT TELEPHONE BOARD. REFER TO DETAILS ON DRAWING E.0.502. SUSPENDED CCTV CAMERA. PROVIDE CAT 6 CABLE BACK TO ISP CABINET. FIELD VERIFY EXACT LOCATIONS WITH TENANTS FIELD REPRESENTATIVE PRIOR TO ROUGH-IN. J-BOX SHALL BE 3" ROUND OR SQUARE TYPE. SEE DETAIL B/E.0.502. NEDAP SENSOR MOUNTED ON 40" X 36" X 5/8" MINIMUM PLYWOOD BACKERBOARD CENTERED ON WALL ABOVE REAR DOOR OPENING. COORDINATE EXACT LOCATION OF DEVICES WITH MANUFACTURES REPRESENTATIVE. INSTALLER WILL PROVIDE FINAL POSITIONING OF DEVICE. 360° MOTION DETECTOR. AE TO PROVIDE CAT 6 CABLE FROM SECURITY SYSTEM PANEL TO MOTION DETECTOR LOCATION(S) AND J-BOX FOR DETECTOR MOUNTING. CONDUIT CENTERED ON DOOR(S) NO CLOSER THAN 25' FROM DOOR OPENING. J-BOX SHOULD BE NO LOWER THAN TRACK LIGHTING FIXTURES OR HIGHER THAN 25' A.F.F. PROVIDE DATA OUTLET WITH (2) CAT 6 CABLE FOR TV MONITOR. COORDINATE EXACT LOCATION WITH TENANTS FIELD REPRESENTATIVE AND VIDEO WALL MANUFACTURER. PROVIDE CAT 6 FROM THE RADAR EQUIPMENT RACK TO THE APPROVIMATE LOCATION SHOWN. LEAVE A 15' WHIP AT EACH APPROXIMATE LOCATION FOR INSTALLATION ADJUSTMENTS. CEILING MOUNTED CCTV CAMERA. PROVIDE CAT 6 BACK TO ISP CABINET. FIELD VERIFY EXACT LOCATIONS WITH TENANTS REPRESENTATIVE PRIOR TO ROUGH-IN. J-BOX SHALL BE 3" ROUND OR SQUARE TYPE. PROVIDE (2) CAT 6 CABLE MOUNTED AT 5'-6" A.F.F. TO CENTER OF BOX AND 2" TO RIGHT OF TV BRACKET FOR DIGITAL COMMUNICATION CENTER. SEE DETAIL Q/F.0.300 PRIOR TO ROUGH-IN. NOT USED. ALARM SYSTEM KEYPAD MOUNTED ON COLUMN. AE TO PROVIDE CAT 6 CABLE FROM KEYPAD TO ALARM PANEL LOCATED NEAR ELECTRICAL PANELS. FIELD VERIFY EXACT LOCATIONS WITH TENANTS FIELD REPRESENTATIVE PRIOR TO ROUGH-IN. NOT USED. CAT 6 HOMERUN TO PAGING PANEL. SEE DETAILS ON DRAWING A.2.720 FOR AERIE AND DRAWING A.4.720 FOR OFFLINE. COORDINATE EXACT LOCATION WITH TENANTS FIELD REPRESENTATIVE. CAT 6 JUMPER CABLE FROM CALL BUTTON IN FITTING ROOM TO RESET BUTTON ON PASSAGE SIDE. SEE DETAILS ON DRAWING A.2.720 FOR AERIE AND DRAWING A.4.720 FOR OFFLINE PRIOR TO INSTALLATION. COORDINATE EXACT LOCATION WITH TENANTS FIELD REPRESENTATIVE. PROVIDE JUNCTION BOX WITH (2) CAT6 CABLES FOR SALES AREA VOLUME CONTROL KNOB IN STOCKROOM. VERIFY EXACT MOUNTING LOCATION WITH TENANTS FIELD REPRESENTATIVE PRIOR TO INSTALLATION. PROVIDE JUNCTION BOX WITH (2) CAT6 CABLES FOR FITTING ROOM VOLUME CONTROL KNOB IN STOCKROOM. VERIFY EXACT MOUNTING LOCATION WITH TENANT'S FIELD REPRESENTATIVE PRIOR TO INSTALLATION. PROVIDE JUNCTION BOX CENTERED @ 18" A.F.F FOR AUDIO INPUT USED BY A/V CONSULTANT. COORDINATE EXACT MOUNTING LOCATION WITH TENANTS FIELD REPRESENTATIVE PRIOR TO INSTALLATION. IF SURFACE MOUNTING IS REQUIRED, CONDUIT TO BE PAINTED TO MATCH THE COLOR OF THE WALL. PENDANT MOUNTED SPEAKER. G.C. SHALL COORDINATE INSTALLATION WITH AUDIO CONSULTANT PRIOR TO INSTALLATION. PENDANT MOUNTED SUBWOOFER. G.C. SHALL COORDINATE INSTALLATION WITH AUDIO CONSULTANT PRIOR TO INSTALLATION. SURFACE MOUNTED SPEAKER. G.C. SHALL COORDINATE INSTALLATION WITH AUDIO CONSULTANT PRIOR TO INSTALLATION. CEILING MOUNTED SPEAKER. G.C. SHALL COORDINATE INSTALLATION WITH AUDIO CONSULTANT PRIOR TO INSTALLATION. CEILING MOUNTED SUBWOOFER. G.C. SHALL COORDINATE INSTALLATION WITH AUDIO CONSULTANT PRIOR TO INSTALLATION. CEILING MOUNTED 360° MOTION DETECTOR. AE TO PROVIDE CAT 6 CABLE FROM SECURITY SYSTEM PANEL TO MOTION DETECTOR LOCATION(S) AND J-BOX FOR DETECTOR MOUNTING. MOUNT J-BOX CENTERED ON DOOR(S) NO CLOSER THAN 25' FROM DOOR OPENING. INSIDE CALL BUTTON. OUTSIDE CANCEL BUTTON. OCCUPANCY SENSOR. CAT 6 HOMERUN TO PAGING PANEL. SEE DETAILS ON E.0.501. COORDINATE EXACT LOCATION WITH TENANTS FIELD REPRESENTATIVE. REFER TO SHEET E.0.501 FOR FITTING ROOM CALL BUTTON LAYOUT. TYPICAL FOR ALL FITTING ROOMS IN A.E. REFER TO SHEET A.1.720 AND/OR A.2.720 FOR OCCUPANCY SENSOR LOCATION. COORDINATE EXACT LOCATION WITH TENANTS FIELD REPRESENTATIVE. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3/ 5 / 2 0 2 5 3 : 3 8 : 2 0 P M V 2 . 0 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T NOTE: ALL DETAILS LOCATED ON THIS SHEET MAY NOT BE REQUIRED COMPONENTS. FIELD VERIFY CONDITIONS AND USE APPROPRIATE DETAILS AS NEEDED.E.0.501 GIB LO W V O L T A G E N O T E S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 AERIE/OFFLINE VOICE/DATA CABLE SCHEMATIC SALES AREASTOCKROOM RJ-11 PHONE JACK BY DATA CONSULTANT FOR OFFICE PHONE (IF REQ'D) RJ-11 PHONE JACK BY DATA CONSULTANT FOR ISP COMPUTER (1) CAT 6 CABLE (IF REQ'D) LABEL END "OFFICE VOICE" (1) CAT 6 CABLE (IF REQ'D) LABEL END "OFFICE DATA"(1) CAT 6 CABLE, LABEL END "ISP DATA T1" OFFICE (IF REQ'D) ISP CABINET PHONE PANEL CAT 6 CABLE, LABEL ENDS "C/W DATA" CAT 6 CABLE, LABEL ENDS "RETAIL NEXT" CASH/WRAP COUNTER G2 E.0.502 CAT 6 CABLE AS REQ'D, LABEL ENDS "WIRELESS ACCESS POINT (1,2,3...)" SINGLE GANG PLASTER RING BY E.C. IN LOCATIONS INDICATED ON SHEET E.0.100 AND E.0.500. QUANTITY OF DEDICATED RUNS PER CEILING PLAN. E.C. SHALL CLEARLY LABEL EACH ACCESS POINT AT ORIGIN AND TERMINATION POINT. A/V RACK (1) CAT 6 CABLE, LABEL END "A/V RACK" (1) CAT 6 CABLE, LABEL END "ISP DATA T1 SPARE" EMS PANEL (1) CAT 6 CABLE, LABEL END "EMS PANEL" CAT 6 CABLE, LABEL ENDS "C/W DATA SPARE" CAT 6 CABLE AS REQ'D, LABEL ENDS "CCTV CAMERA (1,2,3...)" (1) CAT 6 CABLE, LABEL END "NEDAP" CAT 6 CABLE, LABEL ENDS "NEDAP" G.C. SHALL LEAVE 20'-0" WIRE WHIP AT EACH ENTRY ABOVE CEILING FOR HOOK-UP BY OTHERS NOTE: G.C. SHALL INSTALL PLENUM RATED TELEPHONE/DATA CAT 6 CABLE, AND LABLE ENDS AS INDICATED, FURNISHED BY TENANT. G.C. SHALL LEAVE 15'-0" WHIP AT LOCATIONS FOR FINAL HOOK-UP BY OTHERS. G.C. SHALL LEAVE 20'-0" WIRE WHIP AT EACH ENTRY ABOVE CEILING FOR HOOK-UP BY OTHERS. REFER TO E.0.500 FOR EXACT LOCATIONS. SERVICE DOOR MAIN ENTRANCE DIGITAL COMM. CENTER (2) CAT 6 CABLE, LABEL END "COMM. CENTER" FOR MOBILE POS REFER TO PLANS FOR LOCATIONS. (3) CAT 6 CABLE, LABEL ENDS "MOBILE CW" AE VOICE/DATA CABLE SCHEMATIC SALES AREA NOT TO SCALE STOCKROOM NOTE: G.C. SHALL INSTALL PLENUM RATED TELEPHONE/DATA CAT 6 CABLE, AND LABLE ENDS AS INDICATED, FURNISHED BY TENANT. G.C. SHALL LEAVE 15'-0" WHIP AT LOCATIONS FOR FINAL HOOK-UP BY OTHERS. RJ-11 PHONE JACK BY DATA CONSULTANT FOR OFFICE PHONE (IF REQ'D) (1) CAT 6 CABLE (IF REQ'D) LABEL END "OFFICE VOICE" (1) CAT 6 CABLE (IF REQ'D) LABEL END "OFFICE DATA"(1) CAT 6 CABLE, LABEL END "ISP DATA T1" OFFICE (IF REQ'D) ISP CABINET PHONE PANEL CAT 6 CABLE, LABEL ENDS "C/W DATA" CAT 6 CABLE, LABEL ENDS "RETAIL NEXT" CASH/WRAP COUNTER G.C. SHALL LEAVE 20'-0" WIRE WHIP AT EACH ENTRY ABOVE CEILING FOR HOOK-UP BY OTHERS. REFER TO E.0.500 FOR EXACT LOCATIONS. G1 E.0.502 CAT 6 CABLE AS REQ'D, LABEL ENDS "WIRELESS ACCESS POINT (1,2,3...)" SINGLE GANG PLASTER RING BY E.C. IN LOCATIONS INDICATED ON SHEET E.0.100 AND E.0.500. QUANTITY OF DEDICATED RUNS PER CEILING PLAN. E.C. SHALL CLEARLY LABEL EACH ACCESS POINT AT ORIGIN AND TERMINATION POINT. A/V RACK (1) CAT 6 CABLE, LABEL END "A/V RACK" (1) CAT 6 CABLE, LABEL END "ISP DATA T1 SPARE" EMS PANEL (1) CAT 6 CABLE, LABEL END "EMS PANEL" CAT 6 CABLE, LABEL ENDS "C/W DATA SPARE" CAT 6 CABLE AS REQ'D, LABEL ENDS "CCTV CAMERA (1,2,3...)" (1) CAT 6 CABLE, LABEL END "NEDAP" G.C. SHALL LEAVE 20'-0" WIRE WHIP AT EACH ENTRY ABOVE CEILING FOR HOOK-UP BY OTHERS (2)CAT 6 CABLE JUMPERS FROM BACK WRAP TO FRONT WRAP (IF REQUIRED) CAT 6 CABLE, LABEL ENDS "NEDAP" MAIN ENTRANCE SERVICE DOOR DIGITAL COMM. CENTER (2) CAT 6 CABLE, LABEL END "COMM. CENTER" RJ-11 PHONE JACK BY DATA CONSULTANT FOR ISP COMPUTER FOR MOBILE POS REFER TO PLANS FOR LOCATIONS. (3) CAT 6 CABLE, LABEL ENDS "MOBILE CW" NOT TO SCALE RADAR CABINET CAT 6 CABLE, LEAVE 15' WHIP @ EACH DEVICE "RF-X" NUMBER EACH DEVICE PER DRAWING ON E.0.500 B2 E.0.502 4" ELECTRICAL BOX BY G.C. 9'-2"± A.F.F TOP OF CCTV ASSEMBLY BOTTOM OF RAFTER AT PALLET DISPLAY CCTV BY OTHERS, MOUNTED TO J-BOX CCTV @ PALLET DISPLAY SCALE: 3" = 1'-0" METAL CONDUIT SUPPORTS BY G.C. RAFTER (WHERE OCCURS) B E.0.502 4" ELECTRICAL BOX BY G.C. 11'-0"± A.F.F TOP OF CCTV ASSEMBLY CCTV BY OTHERS, MOUNTED TO J-BOX CCTV @ OPEN CEILING SCALE: 3" = 1'-0" METAL CONDUIT SUPPORTS BY G.C. A E.0.502 ELECTRICAL BOX BY G.C. 11'-0"± A.F.F TOP OF DEVICE ASSEMBLY DEVICE BY OTHERS, MOUNTED TO J-BOX RETAIL NEXT (AURORA) NOT TO SCALE METAL CONDUIT SUPPORTS BY G.C. H E.0.502 ELECTRICAL BOX BY G.C. 11'-0"± A.F.F TOP OF CCTV ASSEMBLY WIRELESS ACCESS POINT BY OTHERS, MOUNTED TO J-BOX WAP @ SUSPENDED CEILING SCALE: 3" = 1'-0" SUSPENDED CEILING C E.0.502 ELECTRICAL BOX BY G.C. 11'-0"± A.F.F TOP OF CCTV ASSEMBLY WIRELESS ACCESS POINT BY OTHERS, MOUNTED TO J-BOX WAP @ OPEN CEILING SCALE: 3" = 1'-0" METAL CONDUIT SUPPORTS BY G.C. NOTE: PAINT CONDUIT AND BOX TO MATCH CEILING COLOR IN OPEN CEILINGS ONLY D E.0.502 ELECTRICAL BOX BY G.C. 11'-0"± A.F.F TOP OF DEVICE ASSEMBLY DEVICE BY OTHERS, MOUNTED TO J-BOX RETAIL NEXT (AURORA) NOT TO SCALE SUSPENDED CEILING NEDAP SECURITY DEVICE BY OTHERS. (TYP) ELECTRICAL BOX BY G.C. METAL CONDUIT SUPPORTS BY G.C. 9'-0"± A.F.F TOP OF NEDAP ASSEMBLY K E.0.502 NEDAP PENDANT MTD (STOCKROOM) NOT TO SCALE J E.0.502 4" ELECTRICAL BOX BY G.C. 11'-0"± A.F.F TOP OF CCTV ASSEMBLY CCTV BY OTHERS, MOUNTED TO J-BOX CCTV @ SUSPENDED CEILING SCALE: 3" = 1'-0" SUSPENDED CEILING ELECTRICAL BOX BY G.C. VARIES - SEE A.0.200 SUSPENDED CEILING L E.0.502 NEDAP SURFACE MTD (SALES AREA) NOT TO SCALE NEDAP SECURITY DEVICE BY OTHERS. (TYP) L2 E.0.502 NEDAP PENDANT MTD (SALES AREA) NOT TO SCALE NEDAP SECURITY DEVICE BY OTHERS. (TYP) METAL CONDUIT SUPPORTS BY G.C. 10'-6" A.F.F TOP OF NEDAP ASSEMBLY FITTING ROOM WALL CAVITY ALERT TECH WALL MOUNT SENSOR ALERT TECH CALL BUTTON ALERT TECH CANCEL BUTTON TO DOOR CONTACT TO CONTROL PANEL ROOM SIDE PASSAGE SIDE M E.0.501 FITTING ROOM CALL BUTTON DETAIL N.T.S.Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T E.0.502 GIB LO W V O L T A G E D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 Good Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 3 : 3 7 : 1 3 P M V 2 . 0 T24.001 INITIALS TI T L E 2 4 C A L C U L A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 3 : 3 7 : 1 5 P M V 2 . 0 T24.002 INITIALS TI T L E 2 4 C A L C U L A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 5 : 4 2 A M V 2 . 0 T24.003 MTG TI T L E 2 4 C A L C U L A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 5 : 4 7 A M V 2 . 0 T24.004 MTG TI T L E 2 4 C A L C U L A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 5 : 5 1 A M V 2 . 0 T24.005 MTG TI T L E 2 4 C A L C U L A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 MECHANICAL SPECIFICATIONS FOR HEATING, VENTILATING, AIR CONDITIONING, AND FIRE PROTECTION NOTE: The Mechanical Trades Specification is divided into two parts: 1.SUPPLEMENTAL MECHANICAL TRADES SPECIFICATION defining the scope of work and the special requirements and equipment for this project; 2.GENERAL MECHANICAL TRADES SPECIFICATION defining the standard requirements and materials. If the Supplemental Specification is not attached, contact Tenant's immediately. G1. GENERAL (a)All work included under this heading is to be subject to the Instructions to Bidders and General and Special Conditions herein before written or referred to for the entire work. (b)G.C. shall furnish all labor and materials, and install all equipment as called for in these specifications, the Supplemental Specifications, and shown on the plans, or as may be reasonably implied by either, for the installation of the complete heating, ventilating, air conditioning, plumbing, and fire protection systems. Refer to the Supplemental Mechanical Specification for the scope of this project. (c)G.C. shall, at there own expense, obtain all necessary permits and licenses and perform all work in strict compliance with applicable codes, including but not limited to: BOCA, UBC, UMC, UPC, SBCCI, federal codes, state codes, local codes, ADA, ATBCB, OSHA, NFPA, and Life Safety Code, all of current issue. All work shall meet the requirements of local utility companies. (d)All equipment shall be approved and labeled by appropriate industry testing agencies, including but not limited to: Underwriters Laboratories, AGA, Factory Mutual, etc. (e)All work and equipment shall be sized and installed in accordance with appropriate industry standards organizations including but not limited to: ASHRAE, SMACNA, NSF, AFI, NEC, AABC, AEE, ANSI, ARI ect. (f)All work shall comply with the requirements of the Landlord. (g)Should any change in the plans and specifications be required to conform to these ordinances and requirements, the G.C. shall notify the Tenant at the time of submitting the bid. After entering into contract, the G.C. will be held to complete all work necessary to meet all requirements without extra expense to the Owner. (h)All equipment shall be installed in strict accordance with the manufacturers' instructions and/or recommendations, and good industry standards. If there is a conflict, contact the Tenant's representative immediately. G2.EXAMINATION OF PREMISES (a)Before submitting proposals for the work, each bidder shall be held to have examined the premises and satisfied himself as to the existing conditions under which he will be obliged to operate in performing their part of the work. (b)No extras will be allowed by the G.C. on account of there failure to make the above examination or neglect to include all labor and materials required to complete the work. G3.CHASES AND RECESSES (a)All chases and recesses for pipes in new walls as shown on the plans or as required by the G.C. for the accommodation of their work will be provided by the Architectural Trades Contractor, but this Contractor shall be responsible for the accurate location of same. G4.CUTTING AND PATCHING (a)All cutting and patching that may be necessary for the installation of the systems specified shall be done and repaired by the G.C. under the direction and to the satisfaction of Tenant's Construction Department. (b)No cutting of structural work shall be done without the written consent of the Tenant being previously obtained in each case, and all such work shall be done in accordance with Tenant's Construction Department's direction and under its supervision. G5.EXCAVATING AND BACKFILLING (a)The G.C. shall do all necessary excavating and backfilling in connection with his work. In backfilling,the earth must be tamped in layers of no more than 6" or flushed solidly in place.Where pipes pass over column footings or are laid in filled ground, or in other cases where found necessary, they shall be supported by brick piers or other supports placed under the pipes and carried down to a firm bearing. (b)All backfilling shall be with sand fill, tamped as above. (c)All shall meet with the approval of Tenant's Construction Department. G6.DAMAGE TO OTHER WORK (a)The G.C. will be held responsible for all damage to other work caused by his work or through neglect on the part of his workmen. All patching and repairing of damaged work will be done by the G.C., as directed by Tenant's Construction Department, but the cost of same shall be paid by the G.C. G7.SHOP DRAWINGS (a)After the contract is awarded, the G.C. shall submit to Tenant's Construction Department six prints or six folders of all plumbing fixtures, all HVAC equipment, sprinkler shop drawings, and cuts on miscellaneous equipment. (b)Approval of the shop drawings or folders shall cover design or detail only, and shall not be construed as a check upon the same. Such approval shall neither relieve the G.C. from this responsibility for proper construction and accuracy of measurements nor from the necessity of furnishing the labor and the materials required by the original specifications and drawings but not shown on said shop drawings or folders when approved. (c)Upon completion of the job, the G.C. shall deliver to Tenant's Construction Department a complete set of approved shop drawings and Landlord approved sprinkler drawings. G8.ACCESS PANELS (a)The G.C. shall provide access panels as required for access to dampers, fire dampers, valves, controls, heating components, actuators, cleanouts, etc., and installed above ceilings or furred in spaces. The access panels shall be of sufficient size so that all equipment will be completely serviceable. The access panels shall have the same fire rating as the ceilings in which they are installed. (b)Access panels are not required in lay-in type ceilings. G9. MATERIALS (a)All materials shall be new and the best of their respective kinds, and shall conform to all standards or requirements governing the same, and shall be approved by Tenant's Construction Department before being installed. (b)Where specific manufacturer or trade name is mentioned in the specifications, it is to establish a standard of quality. Substitution of other makes that may be judged equal by Tenant's Construction Department may be made only by its authority in writing, and must be made prior to time of bid. (c)All materials shall be in accordance with code requirements and as follows: G10.DAMPERS AND FIRE DAMPERS (a)Furnish and install dampers or splitters at all branch take-off and opposed blade volume dampers at all mains and sub-mains and where called for on the drawings. (b)All dampers or splitters shall be sufficiently stiffened to prevent noise or vibration and in no case shall be lighter than #18 gauge iron and shall be fitted with an accessible adjuster, by Young Regulator Co., Parker Ceylon Corp., or approved equal. (c)Furnish and install weighted fire dampers in ducts held open by fusible links in locations as indicated on plans and require by code. Dampers shall be labeled by Underwriter's Laboratories. (d)Provide slide access door adjacent to all dampers or splitters and adjacent to all fusible lines except where they are located in ceiling diffusers with removable cores. G13.PAINTING (a)Existing rooftop equipment shall be completely repainted. All dirt, rust and grease shall be removed prior to painting. Apply rustproof primer to finish paint. Finish paint shall match the existing in color. (b)No painting is required for new rooftop equipment, except for labeling as indicated in Paragraph 'c' below. (c)All rooftop equipment shall be neatly stenciled or lettered with the store name and space number in letters 2" high. G14.EQUIPMENT LOCKS (a)This G.C. shall furnish and install hasps for padlocks on all access panels of all rooftop equipment. (b)Padlocks will be furnished by Tenant at a later date. G15.COMPLETE OPERABLE SYSTEMS (a)The G.C. shall be responsible for providing Complete Operable Systems for HVAC, plumbing, sprinklers, smoke exhaust, etc. This shall include any work not shown on the drawings or specified elsewhere work not shown on the drawings or specified elsewhere that may be required to make a system fully operable in a first class manner. (For example this might include, but not be limited to; providing power wiring for motorized dampers on a landlord installed VAV box, control wiring connections, repair of existing economizer damper linkages, sealing connections, repair of existing economizer damper linkages, sealing existing ductwork or upgrading/repairing/replacing existing chilled water control valves, etc. Refer to other appropriate sections of the Mechanical Specifications). (b)Portions of some systems (i.e. HVAC, plumbing, sprinklers, etc.) May be existing or be provided by the landlord. The G.C. shall determine the extent of such partial systems and the condition of existing equipment when preparing his bid, and include all necessary work for a complete operable system. Thorough examination and testing of existing portions of systems is required. (c)The G.C. shall coordinate all work with the Landlord and Tenant's Construction Representative. Advise Tenant of any necessary work not detailed or specified. G16.TEST FOR ACCEPTANCE (a)When the heating ventilating and air conditioning systems are completed, the G.C. shall run the apparatus when directed by Tenant's Construction Department for the purpose of testing the systems. (b)All equipment, fans and motors shall run at their required speeds, without slowing undue vibration, objectionable noise, or sparking. No bearing or journal or any part of the motor shall heat to a temperature of 50 F above the surrounding air. (c)The G.C. shall adjust the delivery of air at all openings through the building according to the amounts shown on the plans, or as required (±5%). (d)All labor and materials and all instruments required for adjustment and testing shall be furnished by the G.C. (e)All equipment shall fulfill the capacity requirements specified. (f)The drainage system shall be tested in accordance with the rules and regulations of the local Board of Health. (g)When the plumbing system is completed, a test shall be made in the presence and to the satisfaction of Tenant's Construction Department. This test shall include the operation of the entire system. All valves shall be tested open and closed and shall be free from leakage at the packing. All fixtures shall be operated and tested for supply and waste. (h) Any defects made manifest by these tests shall be rectified by the G.C. G18.OPERATING INSTRUCTIONS (a)Upon completion of the HVAC system, the G.C. shall provide simplified and clear operating instructions of the entire HVAC system for the use of the store manager. These instructions shall include, but not be limited to, simple instruction of how to set the thermostat on 'auto', 'fan', 'heat', 'cool', etc., and operation of 'Night Setback'. Consideration should be made to mall energy management systems. (b)These instructions shall be on a neat, typewritten card, mounted in acetate, and mounted above the light switches in the stockroom. A copy of these instructions shall be mailed to American Eagle Outfitters, Construction Department. (c)These simplified instructions are not the same as the manufacturer's catalog cuts called for elsewhere in this specification G17.AIR BALANCING REPORT (a)The G.C. shall obtain the services of an independent test and balance agency with technicians certified in air balance work by AABC, AEE, or SMACNA to test the entire HVAC system. This agency shall submit, directly to Tenant's Construction Department, a certified report verifying that the system operation is in accordance with the plans and specifications, including the proper operation of various dampers on the 'economizer', day, night, heating, and cooling cycles. This report shall also indicate the quantity of outside air entering the system with the damper on the minimum and maximum positions, and the quantity of air delivered to the space at each supply diffuser or register. G19.CLEANING AND FINISHING (a)After all tests have been made and the systems pronounced tight and satisfactory, the G.C. shall go over all his work and clean the ducts inside and out, equipment, fixtures, piping, etc., and leave them in clean and complete working order at the final completion of the store. (b)After dust producing construction phases are complete, and immediately prior to turning the project over to the Tenant, the G.C. shall furnish and install a complete set of new filters in all HVAC equipment. G20.WIRING FOR MOTORS (a)All motors shall be furnished and installed by the G.C. (b)The G.C. shall furnish and install all starters, push button stations, relays and control wiring pertinent to the operation of the HVAC equipment. The G.C. shall also furnish and install all power wiring and non-integral disconnect switches. (c)The G.C. shall furnish all necessary diagrams for there use, at the time of ordering equipment (d)All motors 1/3 HP and small shall be single phase, 1/2 HP and larger shall be three phase except as otherwise specified. Thermal overload protection for all motors shall be provided. Magnetic starters shall be provided for all three phase motors. Thermal overload relays shall be sized for 125% of full load motor current. Switch and fuse units will not be acceptable. The installation of all motors, starters, and other electrical work shall conform with the National Electrical Code. G22.GUARANTEE (a)The G.C. shall give to the Owner a written guarantee that they will make good, at there own expense, any defects in material or workmanship which may develop in one year from the final acceptance of the work. (b)All compressors for HVAC units shall have a five year no-prorated factory guarantee. A written copy of the guarantee shall be furnished to Tenant's Construction Department at projection completion. (c-1)Return air grilles shall be as specified on the grille, register and diffuser schedule on sheet 'M.0.200 ' (or approved equal). (c-2)Return Air and exhaust registers shall be same as return air grilles but shall include a loose key lock type opposed blade damper. (c-3)Supply registers shall be as specified on the grille, register and diffuser schedule on sheet ' M.0.200 ' (or approved equal). (c-4)Ceiling supply diffusers shall be as specified on the grille, register and diffuser schedule on sheet' M.0.200 ' (or approved equal). The diffuser will also feature an opposed blade radial volume control damper, straightening grid and separate extractor. Finish shall be white enamel (c-5)Flexible connections shall be provided between all fan openings and the sheet metal work. Connection material shall be weatherproof and fire resistant and shall weigh approximately 18 oz. per sq. yd., by Ventfab, or approved equal. G12.DUCT AND PIPE INSULATION (a)Low pressure Ductwork Insulation: All low pressure supply and return air ductwork shall be insulated with fiberglass duct wrap, installed in a first class manner and according to the standards of the National Insulation Manufacturer's Association and NFPA 90 Note that duct dimension shown on the drawings are clear inside dimensions. (a-1)Supply Air Ducts shall be insulated with 1 1/2" fiberglass duct wrap with an installed R value of 6.0 or greater. (a-2)Return Air Ducts shall be insulated with 1-1/2" fiberglass duct wrap with an installed R value of 6.0 or greater. (a-3)Duct wrap shall be Owens-Corning Fiberglass All - Service faced duct wrap, Type 75, 1-1/2" thick or approved equal by CertainTeed or Manville, The fiberglass blanket shall be factory laminated to a reinforced foil/kraft (FRK) vapor barrier facing. (a-4)The ductwork shall be clean and dry and all joints tightly sealed prior to installing the duct wrap. The duct wrap shall be installed with the facing/vapor barrier outside and utilizing overlapping 2" wide stapling/taping flaps. Seams shall be stapled every 6" and sealed with pressure sensitive FRK tape. Do no overly compress wrap on corners of rectangular duct. Where ducts are 24" wide or more, duct wrap shall be additionally secured to the bottom of the duct with mechanical fastener 18" o.c. to prevent sagging. Seal all tears, punctures or penetrations with tape. (b)Medium Pressure Ductwork Insulation: Wrap all medium pressure air conditioning supply ductwork with 2" fiberglass blanket insulation with vapor barrier. Installed insulation shall have an R value Of 5.0. See paragraph a-3 and a-4 for additional requirements. (c)Outdoor Air Intake Ductwork Insulation: Outdoor air intake ductwork insulation shall be 1" thick, 6.0#/cu.ft. Fiberglass insulation board with factory applied Foil Scrim. The board insulation shall be preformed, lat, rectangular, rigid material. Maximum K value shall be 0.22 at 75 mean temperature. All insulation shall be applied with edges tightly butted and fastened with mechanical fasteners spaced on 12" to 18" centers or as required to hold insulation firmly against the duct surface. Insulation shall be secured in place with washers firmly embedded in the insulation. (d)All domestic cold and hot water lines shall be covered with 1" thick Fiberglass sectional pipe covering, with factory-applied jacket, or 3/5" thick Armaflex. Hot water supply and drain pipes under lavatories shall be similarly insulated. (e)Valve bodies and fitting the above covered lines shall be covered with 1" thick molded glass fiber insulation wrapped firmly under compression 2:1 withcopper class wire. Finish with 8 oz. canvas jacket smoothly pasted on. Provide vapor barrier for lines. (f)Repair damage to present insulation where new connections have been made, in conformity with the above specifications. (g)All refrigerant piping shall be covered with 3/4" thick Armaflex Insulation piping shall be thoroughly cleaned and tested before insulating. Weatherproof all insulation exposed to the weather. (h)All insulation shall be Owens-Corning, Certaintee, Manville or approved equal. GENERAL MECHANICAL TRADES SPECIFICATION (d-4)All round medium and high pressure duct shall be constructed in accordance with SMACNA standards for medium and high pressure duct. Medium and high pressure round ductwork shall be manufactured product by a firm regularly engaged in such work, with a catalog listing construction, weight, specifications and pressure losses. Round duct shall be in accordance with Landlord's requirements and the following table: Spiral Diameter Long Seam Duct Seam Duct Fittings 0" - 12" 28 ga. 26 ga. 26 ga. 13" - 18"26 ga. 24 ga. 24 ga. 19" - 28" 24 ga. 22 ga. 22 ga. 29" - 36" 22 ga. 20 ga. 20 ga. 37" - 52" 20 ga.18 ga. 18 ga. (d-5)Medium and high pressure ductwork shall have all joints and laps sealed with mastic equal to 'Hardcast' DT-5300 to ensure a completely airtight duct system. (d-6)Medium pressure flexible air ducts shall have an inner core composed of trilaminate of aluminum foil, fiberglass, and aluminized polyester, with1-1/2" fiberglass insulation with a seamless vapor-proof jacket of metalized mylar. Provide a reinforced hanger strip designed to support the duct. (d-6-1)Flexible air ducts shall be UL 181 listed, Class 1,shall comply with NFPA 90 A, shall meet all local codes. Pressure rating shall be for 2" negative to 10" positive at 4,000 FPM. (d-6-2)Adjustable stainless steel or nylon straps shall be used to secure duct fittings and equipment. A second band shall be applied over the jacket to maintain the vapor barrier. (d-6-3)Fitting to connect the flex duct to the trunk duct shall be designed to twist into the trunk duct and shall have a butterfly-type volume damper. Fitting shall extend into the duct to provide some air scoop device for the airflow. d-6-4)Flexible pre-insulated air ducts shall be the product of an established manufacturer of such products and equivalent to Type 3M as manufactured by Flexmaster Co. Or approved equal. (e)All ductwork shall be air tight, smooth inside and true to the dimensions shown on the plans, which are finish inside dimensions. All joints shall be constructed to be air tight and smooth and true to size, following the above referenced manuals. Joint spacing shall also be per the SMACNA manual. Standard seams shall be used on all traverse joints wherever possible. Longitudinal seams shall be lock seams. Duct panels over 20" shall be crossbroken or otherwise stiffened. Duct tape shall not be used to seal joints, to make transitions or for any reason except the outside of wrapped insulation. (f)Doors, coils, dampers, registers, grilles, diffusers, turning vanes, air volume extractors and other accessories shall be installed as required by the SMACNA manual with sufficient reinforcement and support and shall be such as to keep friction at a minimum. The number of elbows and turns shall be kept at a minimum. (f-1)Curved elbows shall have a throat radius equal to the duct width. Provide splitter vanes in radius elbows where indicated on the drawings. (f-2)Square elbows shall have double-thickness turning vanes. (f-3)Transitions in ductwork shall be made with a slope not exceeding 1to 5, preferably 1 to 7. (f-4)Supply duct splits shall be provided with splitter dampers and adjustable locking quadrant. Splitter blade shall be 1.5 time the smaller split width. (f-5)Supply duct takeoffs shall include adjustable air-turning device equal to Titus AG-225, or integral at diffuser in hard ceiling installation (see the plans) (f-6)All ducts shall be adequately supported from construction above by means of strap iron hangers spaced at not more than 6 foot intervals. Stiffeners shall be placed at not more than 6 foot intervals. (f-7)All joints between sheet metal sections may be made with prefabricated joining systems such as Ductmate Industries System. System shall consist of side rails complete with mastic sealer for the ends of a cleat to join the side rails, and the corner pieces. The side angles and cleats shall be made with not lighter than 20 ga. Galvanized steel, corner pieces shall be fabricated of not lighter than 12 ga. Galvanized steel. Completed assembly shall result in a zero percent leakage of air. f-8)Flexible connections shall consist of a thickness of fabric fastened to both the air handling equipment and the duct in an air tight manner. Flexible connections shall provide no less than 2" clearance between sheet metal. Flexible connections shall be UL approved, neoprene coated, 30 oz. Glass fiber fabric. Fabric shall be Ventglas made by Ventfabrics, Inc., or approved equal. (g)Flexible duct shall be limited in length to that necessary to make connections between ducts and terminal units. The length shall not exceed 5 ft. (g-1)All flexible duct shall be fully stretched out to reduce resistance. (g-2)Connections to fittings or terminals shall be made with stainless steel or nylon bands, designed for that service. The inner liner shall be clamped tight with the band, then the insulation and jacket pulled up tight against the ductor terminal. Install a second band around the outside of the jacket. Installation shall be as recommended by the duct manufacturer. (g-3)Support the flexible duct by the hanger strip with support wires on 30" intervals to relieve strain on any fitting. Unnecessary bends, sags, twists, turns, etc., will not be allowed. (h)All ductwork (if any) exposed to the weather shall have all joints, laps, edges, etc., sealed and coated with Hardcast DT-5300 and applied with FTO-20 adhesive or approved equals. Clean all dirt and dust from duct before applying sealer. Duct shall be dry when sealer is applied. Apply sealer per manufacturer's instructions. (i)At the completion of the duct systems they shall be usually inspected to verify proper installation and that they have sustained no physical damage. Check the duct system to ensure that there are no leaks at joint, taps, dampers, doors, reinforcement locations, ect. (j)See the Supplemental Mechanical Specifications for alternate relative to re-using existing ductwork. G11.SHEET METAL DUCT AND FLEXIBLE DUCT (a)All sheet metal ductwork shall be constructed and installed in accordance with the latest standards of ASHRAE, SMACNA Standards, NFPA 90 A, NFPA 90B, and all other applicable codes. See 'SMACNA HVAC Duct Construction Standards' applicable tables. (b)Except where noted for VAV systems, all ductwork for air conditioning systems, toilet exhaust systems, ventilation systems and exhaust systems shall be of galvanized steel and for low pressure duct construction. (c)Low Pressure Ductwork (c-1)All rectangular low pressure ductwork shall be constructed of galvanized sheet steel or iron in accordance with SMACNA standards and the following table: Width of Panel Sheet Thickness 0" - 26" 24 ga. 27" - 40" 22 ga. 41" - 90 20 ga. (c-2)Ducts shall be adequately braced in accordance with the following: Width of Panel Size of Angle - Inches 0" - 18"Standing Seams 19" - 36"1" x 1" x 1/8" 37" - 54"1-1/4" x 1-1/4" x 1/8" 55" and over 1-1/2" x 1-1/2" x 3/6" (c-3)All round low pressure ductwork shall be constructed of galvanized sheet steel accordance with the SMACNA standards and the table below. Low pressure round ductwork may be shop fabricated, following SMACNA standard and good industry practice. Spiral Diameter Long Seam Duct Seam Duct Fittings 0" - 12" 28 ga. 26 ga. 26 ga. 13" - 18"26 ga. 24 ga. 24 ga. 19" - 28" 24 ga. 22 ga. 22 ga. 29" - 36" 22 ga. 20 ga. 20 ga. 37" - 52"20 ga.18 ga. 18 ga. (c-4)All low pressure flexible air ducts shall have impervious inner core with wire reinforcement. The inner duct shall be covered with 1.5" fiberglass insulation with polyethylene vapor-proof jacket. Flexible air ducts shall be UL 181 listed, Class 1, and shall meet all local codes. (c-4-1)Adjustable stainless steel or nylon straps shall be used to secure duct fittings and equipment. A second band shall be applied over the jacket to maintain the vapor barrier. (c-4-2)Fitting to connect the flex duct to the trunk duct shall be designed to twist into the trunk duct and shall have a butterfly-type volume damper. Fitting shall extend into the duct to provide some air scoop devise for airflow. (c-4-3)Flexible air ducts shall be the product of an established manufacturer of such products and equivalent to Flexmaster 3M type. (d)Medium and High Pressure Ductwork (d-1)The G.C. shall pay special attention to the requirements of VAV systems (when applicable), particularly the taps into the Landlord's supply duct and the duct between the taps an the VAV boxes. These items must be manufactured and installed according to ASHRAE and SMACNA standards for medium to high pressure duct. They must also be in strict accordance with the landlord's requirements. Taps, ducts, etc. shall be air tight at the maximum pressures and velocity, shall be designed to minimize friction and shall not vibrate, rattle, etc. (d-2)All rectangular medium and high pressure ductwork shall be constructed of galvanized sheet steel in accordance with SMACNA Standards (tables 1-3 through (1-13) and the following table: Width of Panel Sheet Thickness 0" - 26" 24 ga. 27" - 40" 22 ga. 41" - 90 20 ga. (d-3)Ducts shall be adequately braced in accordance with the following: Width of Panel Size of Angle - Inches 0" - 18"Standing Seams 19" - 36"1" x 1" x 1/8" 37" - 54"1-1/4" x 1-1/4" x 1/8" G21.HYDRONIC BALANCING REPORT (a)The G.C. shall obtain the services of an independent test and balance agency with technicians certified in hydronic balance work by NEBB or AABC to test the entire HVAC hydronic system. This agency shall submit, directly to Tenant's Construction Department, a certified report verifying that the system operation is in accordance with the plans and specifications. The following procedures must be followed: (a-1)Examine the contract documents to become familiar with the project requirements and conditions for proper TAB of hydronic system(s). (a-2)Examine the HVAC hydronic system(s) and equipment installation to verify at indicated balancing devices, such as test ports, gage cocks, thermometer wells, flow controls devices, balancing valves, fittings, and manual valves are properly installed and that their locations are accessible and appropriate for effective balancing and operation. (a-3)Examine strainers for clean screens and proper perforations. (a-4)Examine two or three way valves for proper installation for their intended function of diverting or mixing fluid flows. (a-5)Examine heat transfer coils for correct piping connections and for clean and straight fins. (a-6)Examine equipment for installation and for properly operating safety interlocks and controls. (a-7)Examine automatic temperature system components to verify the following: 1.Dampers, valves, and other controlled devices are operated by the intended controller. 2.Dampers and valves are in the position indicated by the controller. 3.Automatic modulating valves are properly connected. 4.Sensors are located to sense only the intended conditions. 5.Sequence of operation for control modes is according to contract documents. 6.Controller set points are set at indicated values. 7.Interlocked systems are operating. 8.Change-over from heating to cooling mode occurs according to design. (a)Check system resistance. With all valves open, read pressure differential across the entire coil assembly. (b)Adjust all specified flows as specified. (c)Perform the following balancing operations in addition to the above if hydronic pumps are included in the design: 1.Verify impeller size by operating the pump with the discharge valve closed. Read pressure differential across the pump. Convert pressure to head and correct for differences in gage heights. Note the point on manufacturer's pump curve at zero flow and verify that the pump has the intended impeller size. 2.Check system resistance. With all valves open, read pressure differential across the pump and mark pump manufacturer's head-capacity curve. Adjust pump discharge valve until indicate water flow in achieved. 3.Verify pump motor brake horsepower. Calculate the intended brake horsepower for the system based on pump manufacturer's performance data. Compare calculated brake horsepower with nameplate data on the pump motor. Report conditions where actual amperage exceeds motor nameplate amperage. (e)Report all hydronic balancing parameters to American Eagle Outfitters including: 1.All hydronic water flow rates in gallons per minute. 2.All hydronic water pressure drops in psi and head. 3.All flows through calibrated flow valves. 4.All pump data (if applicable) including flows and brake horsepowers. 5.Water temperatures entering and leaving coils and mixing valves. OMITTED NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 5 : 5 2 A M V 2 . 0 M.0.010 MTG GE N E R A L M E C H A N I C A L SP E C I F I C A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 MECHANICAL SPECIFICATIONS NOTE: The Mechanical Trades Specification is divided into two parts: 1.SUPPLEMENTAL MECHANICAL TRADES SPECIFICATION defining the scope of work and the special requirements and materials for this project. 2.GENERAL MECHANICAL TRADES SPECIFICATION defining standard requirements and materials. If the General Mechanical Trades Specification is not attached, contact Tenant immediately. In the event that conflict exists between the General Mechanical Trades Specification and the Supplemental Mechanical Trades Specification, the Supplemental shall take precedence. S1.DRAWINGS (a)The Mechanical Drawings, the General Mechanical Trades Specification, the Architectural and Electrical plans and specifications form a part of this specification. S3.SPRINKLER SYSTEM (a)The Landlord will install (at Tenant's cost) a complete sprinkler system prior to store construction. (b)Any alterations to the sprinkler system to conform to Tenant requirements are to be performed by the Landlord's sprinkler contractor at Tenants' cost. Alterations shall be submitted to the Landlord for approval prior to any modifications to the system. S4.SPRINKLER SYSTEM (Modify) (a)The G.C. shall obtain the services of a sprinkler contractor for this area to modify the sprinkler system as required by drawings. (b)Sprinkler installation must conform to all the requirements and regulations of the Landlord's Underwriters and all sprinkler contractors are required to submit shop drawings to this organization for approval. (c)Piping shall be Schedule 40, ASTM A-120, black steel piping with threaded end, 175 psi class, UL Approved cast iron fittings. Schedule 10 high alloy pipe is also acceptable. Victaulic type fittings are acceptable. (d)The G.C. shall secure the Landlord's Underwriter's approval prior to connection to Landlord's system. (e)The existing space is believed to be fully sprinklered, but the exact head layout is unknown. The drawings indicate a typical "ordinary hazard" layout, which may be used. However, it is recommended that the G.C. inspects the space, determine the existing head locations, and develop a new layout, which would utilize as many existing head locations as possible. This new layout must meet all applicable codes and Landlord requirements. Certain heads noted on the drawings must be installed where indicated (these are noted as "new"). Note that the sales area and stock area (if applicable) ceiling is being installed at 11'-0". Sprinkler lines and heads must be must be adjusted accordingly. (f)The G.C. shall submit six copies of the sprinkler shop drawings to the Landlord's Fire Underwriter for approval. They shall then submit two copies of the drawings bearing the Underwriter's approval to the Landlord and two copies to Tenant. Submit other copies as required. Verify requirements with the Landlord. S5.SPRINKLER SYSTEM (New) (a)The G.C. shall obtain the services of a sprinkler contractor for this area to install the sprinkler system as required by drawings. (b)Sprinkler installation must conform to al the requirements and regulations of Landlord's Underwriters, and all applicable codes, and all sprinkler contractors are required to submit working drawings to this organization for approval. (c)The G.C. shall submit six copies of the sprinkler shop drawings to the Landlord's Fire Underwriter for approval. They shall then submit two copies of the drawings bearing the Underwriter's approval to the Landlord and two copies to Tenant Submit other copies as required. Verify requirements with the Landlord. (d)When installation is approved by Landlord and Tenant, the sprinkler contractor will activate the system. (e)The piping sizing shall be based on "ordinary hazard", hydraulically calculated. Submit calculations to Tenant. (f)Piping shall be Schedule 40, ASTM A-120, black steel piping with threaded end, 175 psi class, UL Approved, cast iron fittings. (g)Piping system shall satisfy Landlord's pressure test. Upon completion of the sprinkler system, the sprinkler contractor shall hydrostatically test all piping at 200 psi for two hours. (h)The G.C. shall secure the Landlord's Underwriter's approval prior to connection to Landlord's system. S6.INSULATION (a)All ductwork shall be insulated in accordance with Section G12. of the General Mechanical Trades Specification. Dimensions on drawings are clear inside dimensions. Outside duct dimensions shall be adjusted accordingly. (b)All new and existing chilled/hot water piping shall be insulated with 1" thick glass fiber pipe insulation with factory applied vapor barrier and white kraft paper covering end flaps. Flaps shall be neatly pasted in place. All joints shall be sealed with a vapor barrier cement. Fittings and valves shall be covered with pre-formed or mitered segments of the pipe insulation and sealed with two coats of vapor barrier cement reinforced with glass cloth tape between coats. Insulation shall be made by Owens Corning Fiberglas Corp. or approved equal. (if applicable) (c)Repair insulation on existing chilled/hot piping. (if applicable) (d)Repair all insulation on existing ductwork. (if applicable) (e)Insulate all refrigerant lines. (if applicable) S7.EXHAUST FANS S8.TEST & BALANCE REPORT (a)The Air Balance Report specified in Section G17. of the General Mechanical Specification shall be submitted to the Landlord as well as to Tenant. S9.VENTILATORS (a)Refurbish or replace existing roof mounted ventilators for outdoor air intake and relief air discharge. Ventilators shall be aluminum construction with a pre-fab curb. Throat size of both ventilators is disconnect. Fan shall be Penn Ventilator Domex _______ or approved to be 11 Sq. Ft. minimum. (b)Ventilators shall be Airette by Penn Ventilator Inc. or approved S10.SMOKE EXHAUST FAN (a)The G.C. shall furnish and install a smoke evacuation fan where located on the drawing. Fan shall exhaust ___ CFM at ____" S.P., and shall be complete with backdraft damper and point of use equal. Fan voltage shall be ______. Provide roof curb that matches fan to the Landlord's roofing contractor for mounting at this contractor's expense. S11.ROOF WORK (a)Provide pre-fabricated curbs, flashing and counter flashings for all roof openings to the Landlord's roofing contractor, who shall perform all roof work. Pre-fab curbs to be as manufactured by Pate Curbs, Inc. (b)All roof work shall be by the Landlord's Contractor at the expense of the G.C. All work shall be strictly according to Landlord's criteria. S12.EXISTING CONDITIONS (a)This project is being installed in a previously occupied space. Demolition for this space has been covered, in general, under separate specification. (b)This work shall include any incidental demolition or other work required to provide a complete, first-class project. All systems and equipment shall be fully operable at the project completion. (c)Certain equipment (HVAC unit, etc.) shall be reused as indicated on the plans. (d)The G.C. shall verify the condition of existing equipment and include in the base bid a price for replacing equipment not deemed adequate by Tenant The G.C. shall inform Tenant of any equipment that is in questionable condition. S13.ALTERNATE NO. 1 (a)The G.C. may re-use some or all of the existing ductwork if it is in good condition, the proper size for the new system has specified dampers, splitters, turning vanes, etc., and is insulated in accordance with the new specification. (b)The G.C. shall employ a qualified engineer to determine the adequacy of the existing ductwork. This engineer shall submit to Tenant, a letter certifying that the system will function as specified. (c)Revised ductwork must handle the air quantities shown, at a velocity not to exceed 1200 FPM. Repair missing or damaged insulation. Cap all unused openings with sheet metal, screws, and caulk airtight. Check for air leads and seal. Provide Tenant with a drawing showing rating sizes and diffuser locations. (d)The G.C. shall indicate in the bid the amount to be deducted from the base bid if this alternate is accepted. Note: Unless this alternate is proposed to and accepted by Tenant, no existing ductwork shall be accepted S14.FIRE AND SMOKE DETECTION SYSTEM (a)If required by the Landlord or local building codes, the G.C. shall coordinate with all trades to furnish and install a fire and smoke detection system including but not limited to, smoke detectors, smoke exhaust fans, visual and audible alarms, tamper and flow switches, etc. All equipment must be fully operable and meet Landlord and local building code requirements. Contact the Tenant representative with any discrepancies or misunderstandings. S15.GAS PIPING (a)Gas piping shall be ASTM A-120, Schedule 40, black steel piping with 150 psi, malleable iron, threaded fittings. (b)Gas piping on the roof shall be supported 10' on center with 6"x6"x12" treated wood blocks. Support also at tees and elbows. S17.GAGES (a)Gages shall be installed on the pump suction and discharge. Gages shall be the bourdon tube type with phosphor bronze tubes and brazed joints. Case shall be plastic with threaded ring. Case shall have flange for surface mounting. Ranges shall be 0-60 psi. furnish gage cock. (b)Gages shall be made by H.O. Trerice or approved equal. S18.THERMOMETERS - PIPELINE (a)Thermometers in water lines shall be mercury filled, red reading, column type. Column shall be mounted in bronze or stainless steel case with glass front. Thermometers shall be immersion type and shall be furnished with separable brass wells. Scale length shall be not less than 6". Bulb shall have sufficient length to properly sense water temperature when installed win piping. Scale range shall be not less than 0 to 200 F, with not more than 2 degree divisions. Wells shall be installed in such a position that they do not restrict the flow of water in the piping. (b)Thermometers shall be the Industrial Model made by H.O. Trerice. S19.INSTRUMENTS - P/T PLUGS (a)Provide, where shown, pressure and temperature test plugs. Plug body shall be brass, threaded end with gasketed cap. Plug shall have dual Nordel, self-closing internal valves rated at 275 F and 1000 psi. (b)Furnish a separate test kit with 0 - 200 F thermometer, 0-220 F thermometer, adapters and carrying case. S20.TWO / THREE-WAY MIXING VALVE (a)Install where shown a two or three-way mixing water valve and appropriate actuator. Valves shall be furnished by the G.C. and installed by the G.C. (b)Valve shall be mounted in an upright position and such that the actuator can be easily removed, and replaced. Valve must be piped so that the valve seats against the flow. S21.CIRCULATING PUMP (a)G.C. shall furnish and install an in-line, pipe supported, quiet operating circulating pump for use with chilled/hot water @ ________ F. Furnish with drip proof, resillent mounted, sleeve bearing motor. Pump to be iron on bronze construction with a working pressure of 125 P.S.I.G. Equip with integral thrust collar, oil lubricated bronze sleeve bearings and water tight mechanical seal. (b)Circulating pump shall be Bell & Gosset Series 60 with _____HP motor for 120-1-60 operation. (c)Set pump for _____ GPM at __' head pressure. S22.FLOW CONTORL VALVE (a)Flow control valves shall be self-contained, automatic volume regulating valves complete with body, piston, spring and orifices. Valves shall be pressure compensated to maintain set flow at varied pressures. Valves shall be factory pre-set for the flow rates indicated in the drawings or specifications. (b)Valves shall be brass body with brass or stainless steel internal parts. Ends shall be threaded or soldered to match adjoining pipe. Valves shall be Circuit Setter by Bell & Gossett or approved equal by Griswald or Johnson. (c)Valves 2-1/2" and larger shall be iron body, flanged or victaulic end with brass or stainless steel internal parts. Furnish with pressure taps. S23.ELECTRIC DUCT HEATERS (OPEN COIL) (a)Electric duct heater shall have coil elements mounted in a rigid frame. Furnish built-in low voltage control relay, air flow switch, high limit protection, door interlock disconnect switch, and contactor. All terminals shall be in a compartment separated from the air stream. Heaters shall be ___KW capacity, __-stage operation,___volt, ___phase 60 Hz, type QUA made by Indecco, Brasch or approved equal. S24.ELECTRIC DUCT HEATERS (ENCLOSED COIL) (a)Electric Duct Heating Coils shall be flanged or slip-mounted and be of open coil design with automatic primary thermal cutout, fusible link heat limiters in each phase leg for secondary thermal cutout, main disconnect switch, control transformer, door interlock disconnect switch, and mounted electric step controller for staging. To ensure removal, all contactors, over-current protection, relays and related items shall be mounted in a built-in UL labeled control panel at the coil(s). An air flow pressure differential operated switch shall be interlocked with the coils. Coils shall be arranged for step capacity control as indicated on drawings (maximum of 7 F. rise per step). (b)Coils shall not be open wire type, but shall be sheathed type. (c)Electric duct heater shall be __.__KW, __volt, 3 phase for __-stage operation, Series TFQU as manufactured by Indeeco or approved equal. S2.SCOPE OF WORK (a)The scope of this work shall include, but not be limited to, the following areas and related miscellaneous work. (a-)Inspection, reconditioning, and readjustment of a (a-)Installation of a ___________________________________. (a-)Modification and/or installation of an air distribution system. (a-)Installation of an air distribution system. (a-)Installation of electric duct heaters. (a-)Modification of a sprinkler system. (a-)Installation of a sprinkler system. (a-)Inspection, reconditioning and modification of an existing plumbing system. (a-)Installation of a complete plumbing system. (a-)Inspection and reconditioning of a toilet exhaust system. (a-)Installation of a toilet exhaust system. (a-)Installation of gas piping. (a-)If required by Landlord or local building codes, installation of fire and smoke detection system. ·Chilled-Hot Water Air Handler ·Chilled Water Air Handler ·RTU with Electrical Heating Section ·RTU with Gas Fired Heating Section ·VAV Boxes and Control ·Fan Powered VAV Boxes and Control ·Split Type HVAC System S16.CHILLED WATER PIPING & FITTINGS (a)Service: Chilled water, 2" and smaller Pipe Material:Steel, Schedule 40; seamless per ASTM A106, Grad A or B, or ASTM A53, Grade A or B Fittings: Malleable Iron Pressure Rating: 300 psi swp (b)Service: Condensate Pipe Material: PVC, Schedule 40 Fittings: PVC Pressure Rating: 125 psi swp (c)Hangers and Supports:Piping shall be supported at least every ten feet. (d)Chilled Water Manual Isolation Valves: (d-1)Shall be all bronze ball valves for lines 2" and smaller by Jenkins, Conbraco Industries or approved equal. Valves shall be rated for 250 psi system operation pressure. SUPPLEMENTAL MECHANICAL TRADES SPECIFICATION (a) The Tenant shall provide and G.C. shall install exhaust fans for the Toilet Room(s) and Fitting Rooms where shown on drawings. Fans shall exhaust CFM as scheduled, and be complete with backdraft damper. Fans shall be as manufactured by Cook or approved equal. 120-1-60 volt. (b) The existing ceiling exhaust fan in the toilet rooms shall be reused if in satisfactory condition. Notify Tenant if not suitable. (c) G.C. shall thoroughly inspect, clean, lubricate and otherwise place fan, ducts and grilles, in first-class condition. Backdraft dampers must be completely operable. OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED NOTE: TENANT MUST SUBMIT A COMPLETE SET OF AS-BUILT DRAWINGS TO THE LANDLORD UPON PROJECT COMPLETION. OMITTED OMITTEDOMITTED OMITTED NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 5 : 5 2 A M V 2 . 0 M.0.011 MTG GE N E R A L M E C H A N I C A L SP E C I F I C A T I O N S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 AE SALES AREA AE FITTING ROOMS& PASSAGE AREA ACCESSIBLE TOILET ROOM SEE ENLARGED TOILET ROOM PLUMBING PLAN AND PIPING DIAGRAMS ON DRAWING P.0.100 FIELD VERIFY BELIEVED TO BE EXISTING TIE-IN LOCATION AND CONDITIONS. SEE NOTES AND SPECS. STOCKROOM 1 2 3 4 5 L- 1 4 _ X FD 34" 34" 48"48"48" 48"48"48" HWf HWf HWf HWf HWf HWf HWf HWf HWf HWf 48"48"48"48"48"48" TwF2 HW f HW f TwF2 HW f HW f T1f T2f HW HW HWHW Pf Pf Pf Pf3 Pf3 Pf3 V V MIC R O W A V E FRIDGE 48 " 48 " LM - 3 . 2 _ A LM - 3 . 2 _ B LM-2_2 L-15_X LM-7_X 48"48" LM-7_X 48"48" TwF6 HW e HW e HW e HW e HW e HW e TwF6 HW e HW e HW e HW e HW e HW e LM-2_2 L-15_X LM-4_C L-15_X LM-2_2 L-15_X LM-1_M L-15_X 48"48" L-11_X LM-1_M L-15_X48"48" L-11_X LM-5_C L-15_X MP O S U N I T L- 1 1 LM - 8 _ 2 RE T U R N L- 1 0 _ A TR A S H L- 1 0 _ B RE T U R N L-1 0 _ A L- 1 2 . 1 L- 1 2 . 2 L- 1 2 . 2 A- M I R R O R - 3 6 I N E- M I R R O R - 3 6 I N 48" LM-5_C L-15_X 48" LM - 3 . 3 _ B LM - 3 . 3 _ A LM - 3 . 3 _ A LM - 3 . 3 _ B LM-2_2 L-15_X LM-4_C L-15_X 4 - 4 - MC-3297 4 - 4 -A 10 B 10 A 10 B 10 STACKED HANGING STACKED HANGING 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC-3297 4 - 4 -E 10 G 10 E 10 G 10 BRAS UNDIES BRAS UNDIES 4 - 4 - MC-3297 4 - 4 -H 10 E 10 H 10 E 10 BRALETTE BRAS BRALETTE BRAS 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED (2 ) 4 8 " S H E L V E S MA N A G E R S D E S K CHARGING STATION I.D. BADGE STATION EMPLOYEE LOCKERS 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4A - 1 0 ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC - 3 2 9 7 4 - 4 - A 10 A 10 A 10 A 10 ST A C K E D ST A C K E D ST A C K E D ST A C K E D 4 - 4 - MC-3297 4 - 4 -A 10 B 10 A 10 B 10 STACKED HANGING STACKED HANGING 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -H 10 A 10 H 10 A 10 BRALETTE STACKED BRALETTE STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED 4 - 4 - MC-3297 4 - 4 -A 10 A 10 A 10 A 10 STACKED STACKED STACKED STACKED Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 Pf 3 Pf 3 MA R K E T I N G C A R T "A E " 48"48"48"48"48"48"48"48"48"48"48"48"48"48" 48"48"48"48"48"48"48"48"48"48"48"48" 48 " 48 " 48"48"48"48"48"48" 48"48"48" L-20.1 5'W B U T T O N L O G O L- 2 _ A L- 2 _ B L- 2 _ A L- 2 _ B LM-23 LM - 2 2 . 2 LM - 2 2 . 2 We We L- 1 4 . 1 - 4 1 " W We HA N G B A R S T O R A G E B I N RECEIVING/PROCESSING AREA PR O C E S S I N G T A B L E TR A S H C A N RECEIVING BOXES RE C E I V I N G BO X E S 4U - 1 0 4V - 1 0 4W - 1 0 4X - 1 0 FI X T U R E FI X T U R E FI X T U R E FI X T U R E L- 5 _ C L-5_A 48 " 48 " 48"48"48"48" LM - 1 9 . 2 LM - 2 0 . 1 HW HW 4 - 4 - MC - 3 2 4 9 A 10 A 10ST A C K E D ST A C K E D 4A-10 STACKED 4A-10 STACKED 4A-10 STACKED 4 - 4 - MC - 3 2 4 9 B 10 B 10HA N G I N G HA N G I N G 4 - 4 - MC - 3 2 4 9 B 10 B 10HA N G I N G HA N G I N G 3A-10 STACKED 4A - 1 0 ST A C K E D 48 " LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS 9 6 LS96 LS96LS96LS96 LS96LS96LS96 LS96 LS96 LS48 LS96 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G6.5 G7 G7 G6.5 G6.5 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G7 G6.5 G7 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 G6.5 Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf Pf LS96 LS96 LS 9 6 LS 4 8 LS96LS96 LS 9 6 LS 4 8 LS96LS96 LS96 LS 9 6 H2 H2 H2H3H3 ETw30 H3 H2H2 H3 H2H2 H2H2H2H3H3 ETw30 H3H2 H2H3H2H2 We2 We2 We2 H2 H2 H2H3H3 ETw21 H2 H2 H2H3H3 ETw28 H3 H2H2 H3 H2H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e LS23e TwF6 HW e HW e HW e HW e HW e HW e H2H2H2H3H3 ETw21 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2 Tw16 H2 H2 H2 H2 H2 H2 H2 H2H2H2H3H3 ETw20 H3H2 H2 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 Pe5 AE W H I T E G R I D AE W H I T E G R I D AE B L A C K G R I D AE B L A C K G R I D GT b e 2 GT b e 2 GT b e 2 HB DT b 8 HB HB HB HB HB HB HB AE B L A C K G R I D AE B L A C K G R I D GT b e 2 GT b e 2 GT b e 2 HB DT b 1 3 HB HB HB HB HB HB HB HB HB HB HB HB AE B L A C K G R I D Se7 Se7 Se7 Se7 Se7 Se7 Se7 We H2 Tw20 H2H2H2H2H2H2H2H2H2 H2 Tw 8 H2 H2 H2 H2 Tw 8 H2 H2 H2 We 2 We 2 We2We2We2 Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° Rf20° O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O O SLf-2 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O SLf-1 L-14_X L-14_X Sa Ra2 20° Ra2 20° Pa2 HWHWHWHWHW T1a T8a T1a T8a T1a T8a T1a T8a Ra 3 0° Ra 3 0° Ra 3 0° Pa PaPa Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 Ra2 20° Ra2 20° Pa2 T6a T5a T4a T6 a T5 a T4 a Ra2 20°LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 LS12 HS DT s 5 HS HS HS HS HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW Tw 5 HW HW HW Tw 5 HW HW STf3 STf3 STf3 STf9 ET w 2 1 LS96 TL - 1 L-14_X L-14_XL-14_X L-1 4 _ X L- 1 3 _ X L- 1 3 _ X L- 1 3 _ X L- 1 3 _ X L-14_X We 2 3D-10 BOXERS 3D-10 BOXERS FI X T U R E - 4Q 10 FI X T U R E - 4R 10 FI X T U R E - 4S 10 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 L-1_A LM - 2 0 . 1 LM-19.2 Ga - 1 GT w e 8 GT w e 8 MO P H O L D E R LS 4 8 LS 4 8 Pe6 Pe6 Pe6Pe6Pe6Pe6 HW TAw7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw7 HWHWHW HW TA w 7 HW HW HW HW TAw4 HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw7 HW HW HW HW TA w 7 HW HW HW HW TAw5 HW HW HW TA w 7 HW HW HW Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra2 20° Ra2 20° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° Ra 2 20 ° H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 8 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ETw20 H2H2H2H2H2 H2 H2 H2 ETw20 H2H2H2H2 H2 H2 H2 H2 ETw20 H2 H2 H2 H2 H2H2H2H2H2 ETw20 H2 H2 H2 H2 H2H2H2H2 ETw20 H2H2H2H2H2H2H2 H2 ET w 3 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 ET w 3 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 ETw24 H2 H2 H2H2H2H2H2 H2 ETw24 H2 H2 H2 H2H2H2H2 H2 ETw24 H2H2H2H2 H2 H2 H2H2 ET w 1 6 H2 H2 H2 H2 H2 ET w 1 6 H2 H2 H2 H2 H2 H2 H2 H2 H2 BREAKROOM SCALE: 1/4" = 1'-0" [1:50] MECHANICAL PLAN SD-1 8Ø 10x6 SD-1 8Ø 10x6 SD-1 8Ø 10x6 SD-1 8Ø 8Ø 8Ø 10 x 6 SD-1 8Ø 8Ø 8Ø 10 x 6 SD-1 8Ø 8Ø 8Ø 10 x 6 18x16 SD-1 8Ø 8Ø 8Ø 10 x 8 10 x 6 16x12 12x10 SD-1 8Ø 8Ø 8Ø 10 x 8 10 x 6 12x10 12x10 16 x 1 2 20 x 2 0 SD-2 10Ø 10Ø SD-2 10Ø 10x8 SD-2 10Ø 16 x 1 0 SD-2 10Ø SD-2 10Ø SD-2 SD-2 SD-2 SD-2 SD-2 SD-2 SD-2 SD-410Ø SD-410Ø SD-3 10Ø SD-310Ø SD-3 8Ø SD-3 10Ø SD-3 10Ø SD-310Ø SD-38Ø SD-38Ø 10 x 8 14x10 14x10 10x8 10x814x10 10Ø 10Ø 10x814x10 10Ø10Ø 10Ø 10Ø 16x1218x12 16x1210x8 T SD-59 10 10 x 8 16 x 1 2 14 x 1 0 10 x 6 16 x 1 2 14 x 1 0 10Ø NOTE: SEE SHEET M.0.101 FOR NOTES & DETAILS FOR THIS DRAWING. AERIE SALES AREA FITTING ROOMS & PASSAGE AREA AERIE FITTING ROOMS PASSAGE & SEATING AREA CEILING EXHAUST FAN EF-1 SEE NOTES, CHART, AND SPECS. EXTEND 6" DIA DUCT. LANDLORD'S TOILET EXHAUST CONNECTION IS BELIEVED TO BE EXISTING. EXTEND EXHAUST DUCT FROM TOILET ROOM(S) TO THE EXISTING CONNECTION POINT. EF-1 EF-1 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10910 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 10Ø 10Ø 10Ø 10Ø 10Ø 10Ø 10Ø 8Ø 10Ø 10Ø 10Ø 10Ø 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 THERMOSTAT/SENSOR MOUNTED 4'-0" A.F.F. SEE NOTES AND SPECS. EXTEND TO RTU-2.T 23 EGRESS PASSAGE OFFLINE SALES AREA CLOSET 14x10 24 x 2 2 20 x 1 6 10x8 14x10 25 RA 25 RA 25 25 RA (E)RTU-2 ON ROOF 11 13 14 15 18 19 21 22 (E)RTU-4 ON ROOF 11 13 14 15 18 19 21 22 (E)RTU-1 ON ROOF 11 13 14 15 18 19 21 22 (E)RTU-3 ON ROOF 11 13 14 15 18 19 21 22 24 x 2 2 18x12 14x10 10x8 18 x 1 2 9 10910910910 18x12 10Ø 10 x 8 14 x 1 0 16 x 1 2 14 x 1 0 10 x 8 20 x 1 4 14x10 12x8 10x6 14x10 12x8 10x6 SD-1 SD-1SD-1 24 x 2 2 SD-5 SD-5 SD-5 SD-5 SD-5 SD-5 SD-5 SD-5 SD-5SD-5 SD-5 SD-5 T THERMOSTAT/SENSOR MOUNTED 4'-0" AFF. SEE NOTES AND SPECS. EXTEND TO (E)RTU-3. T THERMOSTAT/SENSOR MOUNTED 4'-0" AFF. SEE NOTES AND SPECS. EXTEND TO (E)RTU-4. T THERMOSTAT/SENSOR MOUNTED 4'-0" AFF. SEE NOTES AND SPECS. EXTEND TO (E)RTU-1. T THERMOSTAT/SENSOR MOUNTED 4'-0" AFF. SEE NOTES AND SPECS. EXTEND TO (E)RTU-2. 22x18 18x12 RG-1 26 262425 RG-1 NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 5 : 5 6 A M V 2 . 0 M.0.100 MTG ME C H A N I C A L P L A N Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 NOTE: SEE SHEET M.0.030 FOR FIRE DAMPER @ RATED WALL OR CEILING PENETRATIONS, FIRE RATED DIFFUSER & FIRE RATED GRILL DETAILS. B M.0.101 SUPPLY AIR DIFFUSER - G.C. SHALL ENSURE THAT ALL DIFFUSERS ARE MOUNTED AT THE SAME HEIGHT (DO NOT PAINT). 12'-0" A.F.F. ROUND SUPPLY DUCTWORK (TYP) NOTE: G.C. SHALL FURNISH AND INSTALL ACCESS PANELS FOR ABOVE CEILING MAINTENANCE. ACCESS PANELS SHALL BE 24"x24" AS MANUFACTURED BY WIND-LOCK, STEALTH PANEL #TR-AP024 [P-3e] (TYP). G.C. SHALL FURNISH AND INSTALL ACCESS PANELS FOR ALL NEW AND EXISTING ABOVE CEILING COMPONENTS REQUIRING MAINTENANCE ACCESS (e.g. HVAC UNIT CONTROLS, SHUT OFF VALVES, DAMPER CONTROLS, J-BOXES, ETC. -LANDLORD AND/OR TENANT PROVIDED - G.C. TO VERIFY IN THE FIELD). COORDINATE ALL LOCATIONS WITH TENANT FIELD REPRESENTATIVE. S 16x10 ELBOW WITH TURNING VANES RETURN / EXHAUST DUCT TURNED DOWN RETURN / EXHAUST DUCT TURNED UP SUPPLY DUCT TURNED DOWN SUPPLY DUCT TURNED UP INSIDE DUCT DIMENSION (IN INCHES, FIRST DIM. IS AS VIEWED) RETURN / EXHAUST REGISTER OR GRILLE SUPPLY AIR DIFFUSER (BLACK INDICATES BLANK-OFF) VOLUME DAMPER (MANUAL) FLEXIBLE DUCT (NOT TO EXCEED 5'-0") LOW LOSS SHOE TAP WITH VOLUME DAMPER DENOTES CONNECT TO EXISTING NEW DUCTWORK EXISTING DUCTWORK TO REMAIN SMOKE DETECTOR SUPPLY AIR DIFFUSER (LINEAR) E-- A M.0.101 SUPPLY AIR DIFFUSER - G.C. SHALL ENSURE THAT ALL DIFFUSERS ARE MOUNTED AT THE SAME HEIGHT (DO NOT PAINT). 12'-0" A.F.F. ROUND SUPPLY DUCTWORK (TYP) SQUARE SUPPLY DUCT (TYP) NOTE: G.C. SHALL REMOVE ANY ABANDONED EQUIPMENT SERVICING THE TENANT'S SPACE PER BUILDING DEPT. AND LANDLORD REQUIREMENTS. VERIFY IN FIELD. NOTE: G.C. SHALL BE AWARE THAT 3'-0" CLEARANCE IS NEEDED ON ALL SIDES OF AHU'S FOR FUTURE SERVICE AND MAINTENANCE DIFFUSER MOUNTING @ OPEN CEILINGDIFFUSER MOUNTING @ OPEN CEILING SCALE: N.T.S.SCALE: N.T.S. NOTE REGARDING HVAC DUCTWORK: ·G.C. SHALL BE RESPONSIBLE FOR RAISING ALL EXISTING HVAC EQUIPMENT AND DUCTWORK AND INSTALLING NEW HVAC EQUIPMENT AND DUCTWORK AS REQUIRED TO ACCOMMODATE THE INDICATING CEILING HEIGHTS ON SHEET A.0.200. ·IF SPACE DESIGN INCORPORATES AN "OPEN CEILING" (NO CEILING, OPEN TO STRUCTURE ABOVE), G.C. SHALL BE RESPONSIBLE FOR RAISING ALL EXISTING HVAC EQUIPMENT AND DUCTWORK AND INSTALLING NEW HVAC EQUIPMENT AND DUCTWORK AS REQUIRED TO ACCOMMODATE THE LIGHT FIXTURE HEIGHTS DETAILED ON SHEET 'E.0.400 AND/OR E.0.401'. MECHANICAL LEGEND 25 24 23 22 5 21 20 19 18 17 16 15 14 13 12 11 10 9 4 8 7 6 2 1 26 ALL BRANCH TAKE-OFFS TO HAVE LOW LOSS 'SHOE TAP' FITTING. ALL BRANCH TAKE-OFFS TO HAVE A MANUAL DAMPER. INSTALL FLEXIBLE CONNECTION BELOW ROOF LINE. PROVIDE FIRE DAMPERS WHERE DUCTS PENETRATE RATED CEILINGS OR WALLS. BELLMOUTH RETURN DUCT. COVER W/1"x1" STEEL MESH SECURITY SCREEN. KEY NOTES: TRAP AND SPILL HVAC CONDENSATE ON AN 18"x18"x2" CONCRETE SPLASH BLOCK IF PERMITTED BY LANDLORD. IF NOT, RUN 1-1/4" CONDENSATE DRAIN, ABOVE CEILING, AND TERMINATE INDIRECTLY OVER MOP BASIN. THE G.C. MAY REUSE SOME OR ALL OF THE EXISTING DUCTWORK, IF IT IS IN SUITABLE CONDITION AND WILL HANDLE THE AIR QUANTITIES SHOWN AT A VELOCITY NOT TO EXCEED 1200 F.P.M. REPAIR MISSING OR DAMAGED INSULATION. CAP ALL UNUSED OPENINGS WITH SHEET METAL SCREWS AND CAULK AIR TIGHT. PROVIDE TENANT WITH A DRAWING SHOWING ROUTING, SIZES, AND DIFFUSER LOCATIONS. SEE SPECS. CLEAN AND RECONDITION EXISTING PLUMBING FIXTURES. RETURN TO 'LIKE NEW' CONDITION. SEE SPECS. THE GENERAL CONTRACTOR SHALL CAULK AROUND ALL SINKS AS PER THE HEALTH DEPARTMENT CODES. USE SILICONE SEALANT ONLY. G.C. SHALL COORDINATE TO PROVIDE NECESSARY CUTTING AND PATCHING FOR SANITARY LINES, DRAINS, CLEANOUTS, ETC. SEAL WATER-TIGHT. ROD OUT AND CAMERA SCOPE ENTIRE PLUMBING SYSTEM BACK TO LANDLORD'S MAIN. LANDLORD'S SANITARY 4" CAPPED WYE. CONNECTION IS BELIEVED TO BE EXISTING AND IN DEMISE. VERIFY LOCATION AND CONNECTION POINT WITH LANDLORD. VERIFY THE EXACT ROUTING TO THE ROOF REQUIRED WITH THE LANDLORD AND THE CONDITIONS IN THE FIELD. STENCIL STORE NAME "AMERICAN EAGLE OUTFITTERS", AND "SPACE ___", ON TWO SIDES OF NEW OR REUSED ROOFTOP HVAC UNIT WITH 2" HIGH LETTERS. RETURN AIR GRILLES SHALL BE PLACED 6" AWAY FROM AN ADJACENT PARTITION, TO ENSURE THAT THE GRILLE TRIM AND CEILING TRIM DO NOT INTERFERE WITH EACH OTHER. NOTE: NOTIFY TENANT FIELD REPRESENTATIVE OF ANY DISCREPANCIES AND / OR CONFLICTS THAT PROHIBIT THE INSTALLATION OF ANY SYSTEM / COMPONENT / DEVICE IN THE LOCATION AS REPRESENTED HEREIN. NOTE: EXPOSED DUCTWORK SHALL BE INSTALLED AS DESIGNED AND SHOWN ON THE PLAN. DUCTWORK MUST BE ROUTED TO AVOID CONFLICTS WITH PENDANT MOUNTED LIGHT FIXTURES. IF DISCREPANCIES ARISE DUE TO FIELD CONDITIONS, CONTRACTOR TO NOTIFY TENANT REP IMMEDIATELY FOR CLARIFICATION. 3 NOTE: EXPOSED RECTANGULAR DUCTWORK TO HAVE LINED INSULATION AND ALL EXPOSED ROUND DUCTWORK TO BE DOUBLE WALL INSULATED SPIRAL. NO EXPOSED DUCTWORK WITHIN SALES AND FITTING AREAS ARE PERMITTED TO BE EXTERNALLY WRAPPED WITH INSULATION. DUCTWORK LOCATED WITHIN EXPOSED STOCK AREAS ARE PERMITTED TO BE WRAPPED. NOTE: PROVIDE FIRE OR COMBINATION FIRE/SMOKE DAMPERS AS REQUIRED TO MAINTAIN WALL RATINGS. NOT USED. NOT USED. C M.0.101 SUPPLY AIR DIFFUSER - REF TO SCHEDULE FOR FINISH / COLOR. CEILING HEIGHT, REF. TO ARCH PLANS FOR EXACT HEIGHT ROUND SUPPLY DUCTWORK (TYP) SQUARE SUPPLY DUCT (TYP) DIFFUSER MOUNTING @ OPEN CEILING SCALE: N.T.S. WALL MOUNTED 7.5 KW ELECTRIC UNIT HEATER. PROVIDED BY TENANT, INSTALLED BY G.C. PROVIDE WALL BRACKET AND ALL CONTROLS. Q-MARK MUH-07 @ 480-3-60 OR APPROVED EQUAL. MOUNT UNIT @ 96" A.F.F. TO BOTTOM OF UNIT. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 5 : 5 7 A M V 2 . 0 M.0.101 MTG ME C H A N I C A L P L A N Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 MECHANICAL RESPONSIBILITY SCHEDULE COOK GEMINI GC-142 CEILING EXHAUST FAN 120-1-60, 60 WATTS MECHANICAL NOTES EXHAUST FAN SCHEDULE MARK EF-1 DESCRIPTION CAPACITY 85 CFM @ 0.25" SP SERVES TOILET ROOM GRILLE, REGISTER & DIFFUSER SCHEDULE MARK SD-1 SD-2 SD-3 SD-4 SD-5 TYPE SUPPLY DIFFUSER SUPPLY DIFFUSER SUPPLY DIFFUSER SUPPLY DIFFUSER SUPPLY DIFFUSER NECK SIZE 8Ø 10Ø 10Ø 10Ø 10Ø 24x24 24x24 FACE SIZE CFM 220 330 400 400 305 A4 A4 PATTERN MANUFACTURER PRICE MODEL COLOR WHITE WHITE WHITE WHITE WHITE LOCATION SALES SALES/FITTING SALES FITTING STOCK NOTES W/ O.B.D. W/ O.B.D. W/ O.B.D. W/ O.B.D. W/ O.B.D. DO E S N O T A P P L Y EX I S T I N G TE N A N T LA N D L O R D G. C . OT H E R TE N A N T LA N D L O R D G. C . OT H E R REMARKS FURNISHED INSTALLED DESCRIPTION VAV BOX(ES) SUPPORT(S) FOR VAV BOX(ES) AHU MIXING BOX, MOTORIZED DAMPERS AHU MIXING BOX MOTORIZED DAMPER ACTUATORS CONDENSING UNITS CURB / STR. SUPPORTS FOR COND. UNITS ROOF TOP UNITS ROOF CURB / CURB ADAPTER AS REQ'D STRUCTURAL SUPPORT FOR RTU AS REQ'D CHILLED WATER AHU'S SPLIT DX AHU'S DIFFUSERS AND GRILLES FIRE DAMPERS WALL FIRE / SMOKE DAMPERS LOW PRESSURE DUCTWORK HIGH / MEDIUM PRESSURE DUCTWORK TEMPERATURE CONTROL SYSTEM, WIRING RELIEF AIR / MAKE UP AIR MOTORIZED DAMPERS RA / MUA MOTORIZED DAMPER ACTUATORS SMOKE DETECTOR(S) IN RETURN AIR DUCT ZONE DAMPERS DUCT HEATER(S) UNIT HEATERS RETURN AIR FAN OUTSIDE AIR INTAKE RELIEF AIR FAN OR HOOD TOILET EXHAUST FAN(S) TOILET EXHAUST DUCTWORK FITTING ROOM EXHAUST FAN(S) FITTING ROOM EXHAUST DUCTWORK AIR BALANCE REPORT SPRINKLER PIPING / MODIFICATIONS SPRINKLER HEADS AND ESCUTCHEONS PLUMBING FIXTURES SAN, CW, HW, PIPING AND WATER METER WATER HEATER ROUGH-IN AND FINAL CONNECTION AIR CURTAIN(S) EMS HVAC CONTROLS & SENSORS EMS COMMISSIONING - HVAC COMPONENTS ROOF PENETRATIONS 3.THIS STORE IS BEING CONSTRUCTED IN A PREVIOUSLY OCCUPIED SPACE. THE G.C. SHALL VERIFY THAT THE USE OF THE DIMENSIONS AND DETAILS SHOWN ON THESE DRAWINGS WILL BE COMPATIBLE WITH THE EXISTING CONDITIONS. THE G.C. SHALL VERIFY THE ACCURACY OF ALL DETAILS AND DIMENSIONS SHOWN ON THE DRAWINGS AS 'EXISTING'. NOTIFY AMERICAN EAGLE OUTFITTERS' CONSTRUCTION DEPARTMENT WITH ANY CONFLICTS. THE G.C. SHALL BE RESPONSIBLE FOR ANY INCIDENTAL DEMOLITION OR NEW WORK REQUIRED BY THE EXISTING CONDITIONS. SEE SPECS. 2.THIS STORE IS BEING CONSTRUCTED IN A NEW SPACE WITHIN AN EXISTING BUILDING. THE G.C. SHALL INSPECT THE SITE AND MEET WITH THE LANDLORD'S REPRESENTATIVE TO DETERMINE THE EXACT FIELD CONDITIONS, SCOPE, AND PROJECT REQUIREMENTS. 1.THIS STORE IS BEING CONSTRUCTED IN A NEW BUILDING BEING CONSTRUCTED BY THE LANDLORD. THE G.C. SHALL INSPECT THE SITE AND MEET WITH THE LANDLORD'S REPRESENTATIVE TO DETERMINE THE EXACT FIELD CONDITIONS, SCOPE, AND PROJECT REQUIREMENTS. 4.THE G.C. SHALL COORDINATE WITH ALL TRADES AND/OR LANDLORD FOR THE MOVEMENT OF MATERIALS, TRASH REMOVAL, ROOF WORK, TEMPORARY DISCONNECTION OF THE SPRINKLER SYSTEM. 5.THE LANDLORD SHALL FURNISH AND INSTALL A SPRINKLER MAIN. GRID PIPING, DROPS, AND HEADS SHALL BE INSTALLED BY THE G.C. THE DRAWINGS SHOW AN 'ORDINARY HAZARD LAYOUT'. THE G.C. SHALL PREPARE SHOP DRAWINGS FOR A HYDRAULICALLY CALCULATED SYSTEM, IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS, AND ALL APPLICABLE CODES. SUBMIT SIX COPIES OF THE SHOP DRAWINGS TO THE LANDLORD'S INSURANCE UNDERWRITER FOR APPROVAL. SUBMIT TWO COPIES BEARING THE APPROVAL STAMP TO THE LANDLORD AND TWO COPIES TO AMERICAN EAGLE OUTFITTERS. 6.THE EXISTING SPACE IS BELIEVED TO BE FULLY SPRINKLERED, BUT THE HEAD LAYOUT IS UNKNOWN. THIS DRAWING SHOWS AN ORDINARY HAZARD LAYOUT. HOWEVER, THIS G.C. SHOULD INSPECT THE SPACE, DETERMINE THE EXISTING HEAD LOCATIONS AND DEVELOP A NEW LAYOUT WHICH WOULD UTILIZE AS MANY EXISTING HEAD LOCATIONS AS POSSIBLE. THE G.C.'S LAYOUT MUST COMPLY WITH ALL APPLICABLE CODES AND THE LANDLORD'S REQUIREMENTS. (HEADS NOTED ON THIS DRAWING AS 'NEW' MUST BE INSTALLED WHERE SHOWN.) SUBMIT SIX COPIES OF THE DRAWINGS TO THE LANDLORD'S INSURANCE UNDERWRITER FOR APPROVAL. SUBMIT TWO COPIES OF THE APPROVED DRAWINGS TO THE LANDLORD AND TWO COPIES TO AMERICAN EAGLE OUTFITTERS. 7.ALL SPRINKLER WORK TO BE PERFORMED BY THE LANDLORD. THE EXISTING SPACE IS BELIEVED TO BE FULLY SPRINKLERED, BUT THE HEAD LAYOUT IS UNKNOWN. THIS DRAWING SHOWS AN ORDINARY HAZARD LAYOUT. HOWEVER, THE LANDLORD'S CONTRACTOR SHOULD INSPECT THE SPACE, DETERMINE THE EXISTING HEAD LOCATIONS AND DEVELOP A NEW LAYOUT WHICH WOULD UTILIZE AS MAY EXISTING HEAD LOCATIONS AS POSSIBLE. THIS LAYOUT MUST COMPLY WITH ALL APPLICABLE CODES AND THE LANDLORD'S REQUIREMENTS. (HEADS NOTED ON THIS DRAWING AS 'NEW' MUST BE INSTALLED WHERE SHOWN.) SUBMIT TWO COPIES OF THE APPROVED DRAWINGS TO AMERICAN EAGLE OUTFITTERS. 8.THE LANDLORD WILL INSTALL A COMPLETE SPRINKLER SYSTEM AT AMERICAN EAGLE OUTFITTERS EXPENSE. THIS SYSTEM WILL BE ENGINEERED BY THE LANDLORD AND APPROVED BY ALL GOVERNING INSURANCE RATING BOARDS OR BUREAUS, FABRICATED AND INSTALLED PRIOR TO STORE CONSTRUCTION. ANY ALTERATIONS TO SYSTEM TO CONFORM TO TENANT'S REQUIREMENTS WILL BE BY THE LANDLORD'S SPRINKLER CONTRACTOR AT TENANT'S EXPENSE. 9.THE EXISTING CHILLED/__ WATER AIR HANDLER SYSTEM SHALL BE REUSED. THE G.C. SHALL VERIFY THE CONDITION, CAPACITY, AND SUITABILITY OF ALL HVAC ITEMS AND REPORT ANY DEFICIENCIES TO AMERICAN EAGLE OUTFITTERS (THE COIL(S) SHALL BE REPLACED) SEE SPECS. ADJUST UNIT TO DELIVER SCHEDULED CFM AND COOLING CAPACITY. NOTIFY AMERICAN EAGLE OUTFITTERS IMMEDIATELY IF THE EXISTING EQUIPMENT CANNOT PROVIDE ADEQUATE, EVEN, RELIABLE COOLING AT THE CONDITIONS NOTED ON THE CHART. 10.TENANT SHALL PROVIDE FOR THE G.C. TO INSTALL A NEW AIR HANDLING UNIT WITH CHILLED/__ WATER COIL(S) OF SUFFICIENT SIZE TO ADEQUATELY CONDITION THE SPACE. UNIT SHALL BE MOUNTED IN ACCORDANCE WITH SPECS AND THE LANDLORD REQUIREMENTS. PROVIDE NECESSARY STRUCTURAL REINFORCING. SEE THE SPECS AND CHART ON THIS DRAWING. 11.THE G.C. SHALL EXTEND THE EXISTING CHILLED/__ WATER SUPPLY AND RETURN LINES AS REQUIRED. PIPING AND INSULATION TO BE IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS AND SPECIFICATIONS. 12.THE EXISTING SPLIT TYPE HVAC SYSTEM SHALL BE REUSED. THE G.C SHALL VERIFY THE CONDITION, CAPACITY, AND SUITABILITY OF ALL HVAC ITEMS AND REPORT ANY DEFICIENCIES TO AMERICAN EAGLE OUTFITTERS. SEE SPECS. ADJUST UNIT TO DELIVER SCHEDULED CFM. 13.AMERICAN EAGLE OUTFITTERS SHALL PROVIDE FOR THE G.C. TO INSTALL A NEW SPLIT HVAC SYSTEM WITH ROOFTOP CONDENSING UNIT AND ROOM MOUNTED AIR HANDLER OF SUFFICIENT SIZE TO ADEQUATELY CONDITION THE SPACE. UNITS SHALL BE MOUNTED IN ACCORDANCE WITH LANDLORD REQUIREMENTS. PROVIDE NECESSARY STRUCTURAL REINFORCING AND PREFAB ROOF CURB. SEE THE SPECS AND CHART ON THIS DRAWING. 16.THE G.C. SHALL INSTALL A LOW AMBIENT CONTROLLER ON THE EXISTING CONDENSING UNIT. 15.THE G.C. SHALL VERIFY ROUTING OF REFRIGERANT LINES WITH LANDLORD. ALL REFRIGERANT LINES TO BE INSULATED & PROVIDED NEW. 14.EXTEND LANDLORD'S FRESH AIR DUCT TO AIR HANDLER AS SHOWN. 17.THE G.C. SHALL INSPECT THE EXISTING VAV BOX(ES), ETC. AND SHALL ADVISE AMERICAN EAGLE OUTFITTERS IN WRITING OF THE MANUFACTURER, MODEL NO., CFM RANGE, CAPACITY, ETC. THE G.C. SHALL FURNISH AND INSTALL ALL DUCTWORK SHOWN OR REQUIRED DOWN STREAM OF THESE VAV BOXES. IF THE G.C. FEELS THAT THE EQUIPMENT CANNOT PROVIDE ADEQUATE COOLING, THEY SHALL NOTIFY AMERICAN EAGLE OUTFITTERS IMMEDIATELY. 18.THE LANDLORD WILL FURNISH AND INSTALL THE VAV BOXES AT THE APPROXIMATE LOCATIONS SHOWN. (VERIFY THAT THE EXISTING BOXES ARE SUITABLE FOR SCHEDULED CFM EACH.) THE G.C. SHALL FURNISH AND INSTALL ALL DUCTWORK SHOWN OR REQUIRED DOWNSTREAM OF THESE VAV BOXES. COORDINATE ALL WORK WITH THE LANDLORD. 19.TENANT SHALL PROVIDE FOR THE G.C. TO INSTALL - NEW VAV BOXES AT THE APPROXIMATE LOCATIONS SHOWN. THE G.C. SHALL FURNISH AND INSTALL ALL DUCTWORK SHOWN OR REQUIRED FROM THE MALL SUPPLY AIR DUCT TO THE VAV BOXES, AND DOWNSTREAM OF THE VAV BOXES. 20.TENANT SHALL PURCHASE NEW VAV BOXES FROM THE LANDLORD, AND THE G.C. SHALL INSTALL THEM AT THE APPROXIMATE LOCATIONS SHOWN. THE G.C. SHALL FURNISH AND INSTALL ALL DUCTWORK SHOWN OR REQUIRED FROM THE MALL SUPPLY AIR DUCT TO THE VAV BOXES, AND DOWNSTREAM OF THE VAV BOXES. 21.THE EXISTING ROOFTOP HVAC SYSTEM MAY BE REUSED. THE G.C. SHALL VERIFY THE CONDITION, CAPACITY, AND SUITABILITY OF ALL HVAC ITEMS AND REPORT ANY DEFICIENCIES TO AMERICAN EAGLE OUTFITTERS. SEE SPECS. ADJUST UNIT TO DELIVER CFM AND BTUH COOLING AS SCHEDULED. NOTIFY AMERICAN EAGLE OUTFITTERS IMMEDIATELY IF THE EXISTING EQUIPMENT CANNOT PROVIDE ADEQUATE, EVEN, RELIABLE COOLING AT THE CONDITIONS NOTED ON THE CHART. 22.THE G.C. SHALL INSPECT THE EXISTING HVAC SYSTEM SERVING THIS SPACE AND DETERMINE IF IT PRESENTLY IS EQUIPPED WITH AN ECONOMIZER. IF NOT EQUIPPED, INCLUDE IN THE BASE BID AS ALTERNATE NO. 1. AMOUNT TO BE ADDED TO THE BASE BID FOR FURNISHING AND INSTALLING AN ECONOMIZER. 23.TENANT SHALL PROVIDE AND THE G.C. SHALL INSTALL A NEW ROOFTOP AIR CONDITIONING UNIT OF SUFFICIENT SIZE TO ADEQUATELY CONDITION THE SPACE. UNIT SHALL BE MOUNTED IN ACCORDANCE WITH THE LANDLORD REQUIREMENTS. G.C. SHALL PROVIDE NECESSARY STRUCTURAL REINFORCING AND INSTALL TENANT SUPPLIED PREFAB ROOF CURB. SEE SPECS AND CHART ON THIS DRAWING. 42. THE EXISTING SPLIT SYSTEM SHALL BE RECONDITIONED AS FOLLOWS: ·CHEMICALLY CLEAN, CONDENSER AND EVAPORATOR COILS. ·PRESSURE CLEAN FAN SCROLLS, BLOWER ASSEMBLY, AND HOUSING. ·CHECK ENTIRE UNIT ASSEMBLY AND RESECURE SHEET METAL PANELS AND FRAMEWORK WITH NEW FASTENERS OR TACK WELD AS NECESSARY. ·CHECK CONDENSATE PAN AND INSULATION LININGS-REPLACE AS NEEDED. ·CHECK CONDENSATE DRAIN AND PIPING FOR PROPER DRAINAGE AND LEAKS. REPAIR OR REPLACE AS NECESSARY TO PROVIDE LEAK FREE OPERATION. ·REPLACE FILTERS WITH NEW FARR 30/30 DISPOSABLES OR REPLACE MEDIA ON UNITS EQUIPPED WITH FILTER FRAME RACKS. ·CHECK BLOWER SHAFT AND BEARING-LUBRICATE AND/OR REPLACE IF NECESSARY. ·REPLACE ALL BELTS. ·ADJUST BLOWER RPM AS REQUIRED. ·CLEAN INSIDE AND OUTSIDE OF UNIT, SAND, TOUCH-UP PAINT ANY BARE OR RUSTED AREAS. CHECK AND VERIFY PROPER OPERATION OF MODULATOR DAMPER MOTORS DAMPERS, AND LINKAGES. ·CHECK COMPRESSOR OPERATION-INCLUDE AMPERAGE AND MEG READINGS. ·VERIFY THAT REFRIGERATION PRESSURES ARE WITHIN MANUFACTURERS SPECIFICATION FOR EFFICIENT OPERATION. ·CHECK OIL FOR ACID USING APPROVED OIL TEST KIT-NOTIFY AMERICAN EAGLE OUTFITTERS IF ACID TEST INDICATES UNACCEPTABLE CONTAMINATION. ·CHECK ALL CONTROLS AND SAFETY DEVICES. VERIFY PROPER OPERATION WHICH INCLUDES ALL THERMOSTATS, HIGH AND LOW PRESSURE SAFETIES ETC. ·VERIFY AMPERAGE DRAW IS WITHIN PLATE DATA ON ALL MOTORS. ·INSPECT AND TIGHTEN ALL CONTROL AND LINE VOLTAGE CONNECTIONS AND WIRING, REPLACE WIRING AS NEEDED. ·CHECK SHEAVES AND PULLEYS FOR UNUSUAL WEAR AND ALIGNMENT ·CHECK ELECTRIC HEATERS, CONTROLS AND SAFETY DEVICES (IF APPLICABLE) REPLACE OR ADJUST AS NEEDED. ·PROVIDE WRITTEN REPORT TO AMERICAN EAGLE OUTFITTERS ON ALL WORK PERFORMED, NOTE MAKE, MODEL, CFM SETTING, AMPERAGE AND REFRIGERANT READINGS; PROVIDE RESULTS OF OIL ACID TESTING AND NOTE ANY UNUSUAL CONDITIONS OR FINDINGS. 43.THE EXISTING ROOFTOP UNIT SHALL BE RECONDITIONED AS FOLLOWS: ·CHEMICALLY CLEAN, CONDENSER AND EVAPORATOR COILS. ·PRESSURE CLEAN FAN SCROLLS, BLOWER ASSEMBLY, AND HOUSING. ·CHECK ENTIRE UNIT ASSEMBLY AND RESECURE SHEET METAL PANELS AND FRAMEWORK WITH NEW FASTENERS OR TACK WELD AS NECESSARY. ·CHECK CONDENSATE PAN AND INSULATION LININGS-REPLACE AS NEEDED. ·CHECK CONDENSATE DRAIN AND PIPING FOR PROPER DRAINAGE AND LEAKS. REPAIR OR REPLACE AS NECESSARY TO PROVIDE LEAK FREE OPERATION. ·REPLACE FILTERS WITH NEW FARR 30/30 DISPOSABLES OR REPLACE MEDIA ON UNITS EQUIPPED WITH FILTER FRAME RACKS. ·CHECK BLOWER SHAFT AND BEARING-LUBRICATE AND/OR REPLACE IF NECESSARY. ·REPLACE ALL BELTS. ·ADJUST BLOWER RPM AS REQUIRED. ·CLEAN INSIDE AND OUTSIDE OF UNIT, SAND, TOUCH-UP PAINT ANY BARE OR RUSTED AREAS. ·CHECK AND VERIFY PROPER OPERATION OF MODULATOR DAMPER MOTORS DAMPERS, AND LINKAGES. ·CHECK COMPRESSOR OPERATION; INCLUDE AMPERAGE AND MEG READINGS. ·VERIFY THAT REFRIGERATION PRESSURES ARE WITHIN MANUFACTURERS SPECIFICATION FOR EFFICIENT OPERATION. ·CHECK OIL FOR ACID USING APPROVED OIL TEST KIT. NOTIFY AMERICAN EAGLE OUTFITTERS IF ACID TEST INDICATES UNACCEPTABLE CONTAMINATION. CHECK ALL CONTROLS AND SAFETY DEVICES; VERIFY PROPER OPERATION. THIS INCLUDES ALL THERMOSTATS, HIGH AND LOW PRESSURE SAFETIES ETC. VERIFY AMPERAGE DRAW IS WITHIN PLATE DATA ON ALL MOTORS. ·INSPECT AND TIGHTEN ALL CONTROL AND LINE VOLTAGE CONNECTIONS AND WIRING-REPLACE WIRING AS NEEDED. ·CHECK SHEAVES AND PULLEYS FOR UNUSUAL WEAR AND ALIGNMENT. REPLACE OR ADJUST AS NEEDED. ·CHECK ELECTRIC HEATERS, CONTROLS AND SAFETY DEVICES (IF APPLICABLE). CHECK: GAS CONTROLS, HEAT EXCHANGERS, BURNERS, PILOT, IGNITION VALVES, AND SAFETY CONTROLS (IF APPLICABLE). ·PROVIDE WRITTEN REPORT TO AMERICAN EAGLE OUTFITTERS ON ALL WORK PERFORMED, NOTE MAKE, MODEL, CFM SETTING, AMPERAGE AND REFRIGERANT READINGS; PROVIDE RESULTS OF OIL ACID TESTING AND NOTE ANY UNUSUAL CONDITIONS OR FINDING. 41.THE G.C. SHALL COORDINATE WITH THE LANDLORD FOR THE PROVISION OF OPENINGS IN THE DEMISING WALLS FOR RETURN AIR.VERIFY NUMBER, SIZE, AND LOCATION REQUIRED. ALL OPENINGS TO HAVE 1"x1" MESH SECURITY SCREENS. 40.THE G.C. SHALL FIELD VERIFY EQUIPMENT LOCATIONS AND COORDINATE DUCTWORK INSTALLATION WITH EXISTING MECHANICAL LINES. 39.THE G.C SHALL VERIFY WITH THE LANDLORD THE EXACT LOCATION FOR SANITARY TAP IN LOCATION WHICH IS BELIEVED TO BE EXISTING. PATCH ALL CONCRETE INSIDE AND OUTSIDE THE SPACE AS REQUIRED BY THE NEW SANITARY SYSTEM. 38.THE EXISTING PLUMBING SYSTEM SHALL BE REUSED AS MUCH AS POSSIBLE. THE G.C. SHALL VERIFY THAT ALL PIPING, DRAINS, FIXTURES, AND WATER HEATERS ARE IN GOOD WORKING ORDER. NOTIFY AMERICAN EAGLE OUTFITTERS' REPRESENTATIVES OF ANY ITEMS WHICH ARE IN QUESTIONABLE CONDITION. REPLACE AS DIRECTED. 37.THE EXISTING PLUMBING SYSTEM FOR THE TOILET ROOM SHALL BE REUSED. THE G.C. SHALL VERIFY THAT ALL PIPING, DRAINS, FIXTURES, AND WATER HEATERS ARE IN GOOD WORKING ORDER. NOTIFY AMERICAN EAGLE OUTFITTERS' REPRESENTATIVE OF ANY ITEMS WHICH ARE IN QUESTIONABLE CONDITION. REPLACE AS DIRECTED. 36.EXISTING EQUIPMENT NOT USED FOR THIS PROJECT SHALL BE DISCONNECTED AND REMOVED. CAP AND SEAL DUCTS, PIPES, AND ROOF OPENINGS AS REQUIRED. 35.LANDLORD'S TOILET EXHAUST CONNECTION IS BELIEVED TO BE EXISTING. EXTEND EXHAUST DUCT FROM TOILET ROOM(S) TO THE EXISTING CONNECTION POINT. CONNECTION BY G.C. INCLUDING CONNECTION TO LANDLORD'S DUCT. 34.THE EXISTING TOILET EXHAUST SYSTEM BEING REUSED SHALL BE COMPLETELY CLEANED, INSPECTED, AND LUBRICATED. REPLACE ALL FAN BELTS, ADJUST AND BALANCE. 33.ALL BRANCH TAKE-OFFS TO HAVE A MANUAL DAMPER. 32.THE TENANT SHALL FURNISH AND G.C. SHALL INSTALL A NEW TOILET EXHAUST FAN(S) / SYSTEM AS SHOWN ON THE DRAWINGS AND CALLED FOR IN THE SPECS. 31.ALL DIFFUSERS AND GRILLES SHALL MATCH THE CEILING AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 30.ALL NEW DUCT INSULATION SHALL BE USED IN ACCORDANCE WITH THE SPECIFICATIONS AND OTHER NOTES ON THE DRAWING. REPAIR ANY DAMAGED INSULATION AND INSULATE ANY NEW DUCTS. EXISTING DUCTWORK INSIDE THE SPACE MAY BE REUSED IF IN GOOD CONDITION, THE PROPER SIZE, AND PROPERLY INSULATED. SEE SPECS. 29.ALL DUCTWORK SHALL BE INSULATED PER THE SPECIFICATIONS. 28.THE G.C. SHALL COOPERATE AND COORDINATE WORK WITH THE LANDLORD AND OTHER TRADES AS REQUIRED TO PROVIDE A FULLY OPERABLE COOLING AND HEATING SYSTEM. THIS CONTRACTOR SHALL PROVIDE ANY ADDITIONAL WORK OR MATERIAL REQUIRED. 27.THE G.C. SHALL OBTAIN THE THERMOSTAT(S) / SENSOR(S) FROM THE LANDLORD AND SHALL INSTALL WHERE SHOWN N THE DRAWING. EXTEND WIRING FROM THERMOSTAT(S) / SENSOR(S) TO SYSTEM AND MAKE NECESSARY CONNECTIONS. PROVIDE ALL POWER WIRING AND CONNECTIONS. 26.THE G.C. SHALL RELOCATE THE THERMOSTAT(S) / SENSOR(S) WHERE SHOWN ON THE DRAWING, AND ALL CONTROL WIRING. 25.THE G.C. SHALL INSTALL THE THERMOSTAT(S) / SENSOR(S) WHERE SHOWN ON THE DRAWING, AND ALL CONTROL WIRING. 24.THE LANDLORD WILL FURNISH AND INSTALL A ROOFTOP HVAC UNIT AT THE APPROXIMATE LOCATION SHOWN. THE G.C. SHALL FURNISH AND INSTALL ALL DUCTWORK SHOWN OR REQUIRED FOR THIS SYSTEM. COORDINATE ALL WORK WITH THE LANDLORD. 44.THE EXISTING CHILLED/__ WATER SYSTEM IS TO BE RECONDITIONED AS FOLLOWS: ·CHEMICALLY CLEAN CHILLED/__ WATER COIL. ·PRESSURE CLEAN FAN SCROLLS, BLOWER ASSEMBLY, AND HOUSING. ·CHECK ENTIRE UNIT ASSEMBLY AND RESECURE SHEET METAL PANELS AND FRAMEWORK WITH NEW FASTENERS OR TACK WELD AS NECESSARY. ·CHECK CONDENSATE PAN AND INSULATION LININGS-REPLACE AS NEEDED. ·CHECK CONDENSATE DRAIN AND PIPING FOR PROPER DRAINAGE AND LEAKS. REPAIR OR REPLACE AS NECESSARY TO PROVIDE LEAK FREE OPERATION. ·REPLACE FILTERS WITH NEW FARR 30/30 DISPOSABLES OR REPLACE MEDIA ON UNITS EQUIPPED WITH FILTER FRAME RACKS. ·CHECK BLOWER SHAFT AND BEARING. LUBRICATE AND/OR REPLACE IF NECESSARY. ·REPLACE ALL BELTS. ·ADJUST BLOWER RPM AS REQUIRED. ·CLEAN INSIDE AND OUTSIDE OF UNIT, SAND, TOUCH-UP PAINT ANY BARE OR RUSTED AREAS. CHECK AND VERIFY PROPER OPERATION OF MODULATOR DAMPER MOTORS, DAMPERS, AND LINKAGES. ·VERIFY AMPERAGE DRAW IS WITHIN PLATE DATA ON ALL MOTORS. ·INSPECT AND TIGHTEN ALL CONTROL AND LINE VOLTAGE CONNECTIONS AND WIRING. REPLACE WIRING AS NEEDED. ·CHECK SHEAVES AND PULLEYS FOR UNUSUAL WEAR AND ALIGNMENT. REPLACE OR ADJUST AS NEEDED. ·CHECK ELECTRIC HEATERS, CONTROLS AND SAFETY DEVICES (IF APPLICABLE) ·CHECK COILS FOR LEAKS. ·INSULATE ALL CHILLED/__ WATER PIPING. ·INSTALL THERMOMETERS ON SUPPLY AND RETURN LINES. ·CHILLED/__ PIPING, CONTROLS, AND GAUGES SHALL BE BROUGHT INTO COMPLIANCE WITH THIS DRAWING. ·REPLACE CONTROL VALVES, BYPASS VALVES, STRAINERS. ·PROVIDE WRITTEN REPORT TO AMERICAN EAGLE OUTFITTERS ON ALL WORK PERFORMED, NOTE MAKE, MODEL, CFM SETTING, AMPERAGE AND REFRIGERANT READINGS; PROVIDE RESULTS OF OIL ACID TESTING AND NOTE ANY UNUSUAL CONDITIONS OR FINDING.45.THE EXISTING VAV BOX(ES) SHALL BE RECONDITIONED AS FOLLOWS: ·CHECK ENTIRE UNIT ASSEMBLY AND RESECURE SHEET METAL PANELS AND FRAMEWORK WITH NEW FASTENERS OR TACK WELD AS NECESSARY. ·CLEAN INSIDE AND OUTSIDE OF UNIT, SAND, TOUCH-UP PAINT ANY BARE OR RUSTED AREAS. CHECK AND VERIFY PROPER OPERATION OF MODULATOR DAMPER MOTORS, DAMPERS, AND LINKAGES. ·INSPECT AND TIGHTEN ALL CONTROL AND LINE VOLTAGE CONNECTIONS AND WIRING-REPLACE WIRING AS NEEDED. ·CHECK ELECTRIC HEATERS, CONTROLS AND SAFETY DEVICES (IF APPLICABLE) ·PRESSURE CLEAN HOT WATER REHEAT COIL (IF APPLICABLE) ·CHECK HYDRONIC VALVE REPLACE IF NECESSARY (IF APPLICABLE) ·CHECK DAMPER MOTOR OPERATION-ADJUST AS REQUIRED. ·VERIFY PROPER OPERATION OF DAMPERS. ·CHECK LINKAGE AND LUBRICATE-REPLACE AS REQUIRED. ·CHECK VELOCITY RESET CONTROLLER AND ACTUATORS ·VERIFY PROPER OPERATION (IF APPLICABLE) ·ADJUST MAXIMUM AND MINIMUM CFM SETTING PER SPECIFICATIONS ON THIS DRAWING. ·PROVIDE WRITTEN REPORT TO AMERICAN EAGLE OUTFITTERS ON ALL WORK PERFORMED, NOTE MAKE, MODEL, CFM SETTING, AMPERAGE AND REFRIGERANT READINGS; PROVIDE RESULTS OF OIL ACID TESTING AND NOTE ANY UNUSUAL CONDITIONS OR FINDING. 46.IF REQUIRED BY THE LANDLORD OR LOCAL BUILDING CODES, THE G.C. SHALL COORDINATE WITH ALL TRADES TO FURNISH AND INSTALL A FIRE AND SMOKE DETECTION SYSTEM INCLUDING BUT NOT LIMITED TO, SMOKE DETECTORS, SMOKE EXHAUST FANS, VISUAL AND AUDIBLE ALARMS, ETC. ALL EQUIPMENT MUST BE FULLY OPERABLE AND MEET LANDLORD AND LOCAL BUILDING CODE REQUIREMENTS. CONTACT THE AMERICAN EAGLE OUTFITTERS REPRESENTATIVE WITH ANY DISCREPANCIES OR MISUNDERSTANDINGS. 47.ALL ROOF WORK SHALL BE ACCORDING TO THE LANDLORD'S REQUIREMENTS. ROOF WORK TO BE PERFORMED BY THE LANDLORD'S ROOFING CONTRACTOR AT THE G.C.'S EXPENSE. 48.ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS AND/OR RECOMMENDATIONS, AND GOOD INDUSTRY STANDARDS. IF THERE IS A CONFLICT, CONTACT AN AMERICAN EAGLE OUTFITTERS REPRESENTATIVE IMMEDIATELY. PRICE PRICE SPD PRICE PRICE SPD 22Ø 22Ø 22Ø --- --- --- RCDE RCDE RCDE NOTE: ALL SUPPLY DIFFUSERS AND RETURN GRILLES ARE FURNISHED BY TENANT AND INSTALLED BY G.C. 1.FURNISH AND INSTALL SEISMIC BRACING FOR MECHANICAL COMPONENTS. RESTRAINTS SHALL BE DESIGNED BASED ON SEISMIC DESIGN CATEGORY D REQUIREMENTS AND PER SMACNA PUBLISHED SEISMIC DETAILS, SEISMIC RESTRAINT MANUFACTURERS DETAILS, AND LOCAL AND NATIONAL CODES. CONTRACTORS RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFlCATlON ON DETAILS SUBMITTED FOR PERMITTING. 2.THE GENERAL CONTRACTOR IS TO SECURE THE SERVICES OF A SEISMIC RESTRAINT MANUFACTURER'S ENGINEER TO DESIGN THE SEISMIC RESTRAINT SYSTEMS FOR ALL MECHANICAL COMPONENTS. 3.GAS PIPING AND GAS FIRE EQUIPMENT IS ASSIGNED AN IMPORTANCE FACTOR OF IP = I .5. ALL OTHER MECHANICAL, PLUMBING, AND REFRIGERATION COMPONENTS ARE ASSIGNED AN IMPORTANCE FACTOR OF 1.0 UNLESS NOTED OTHERWISE ON THE PLANS. 4.SUBMIT MANUFACTURERS DETAILS AND CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AS REQUIRED. 5.WHERE GAS PIPING ON ROOF IS REQUIRED TO BE SECURED TO ROOF STRUCTURE PER SEISMIC ENGINEER'S DIRECTION, INCLUDE ALL FLASHING PATCH AND REPAIR, ROOFING WORK IN BID. SEISMIC NOTES COOK GEMINI GC-142 CEILING EXHAUST FAN 120-1-60, 60 WATTSEF-2 85 CFM @ 0.25" SP TOILET ROOM MODEL #MARK (E)RTU-1 50FCQM12 ARRANGEMENT HORIZONTAL OUTSIDE AIR FLOW DCV FAN AIRFLOW PRESS DESIGN ESP DRIVE TYPE DIRECT600 CFM --- MOTOR QTY POWER RPM ECM 1 --- hp ----- CAP AIRSIDE TOTAL SENSIBLE TEdb TEwb 118.0 MBH -- BTU/h TLdb TLwb COOLING COIL SEER EER UNIT WEIGHT --- MCA MOCP VOLT PH REMARKS 480 V 3 TEdb - TEMPERATURE ENTERING DRY-BULB TEwb - TEMPERATURE ENTERING WET-BULB TLdb - TEMPERATURE LEAVING DRY-BULB TLwb - TEMPERATURE LEAVING WET-BULB MCA - MINIMUM CIRCUIT AMPS MOCP - MAXIMUM OVERCURRENT PROTECTION EXISTING HVAC UNIT SCHEDULE 3960 CFM EXISTING UNITS TO REMAIN. 11---------------955 LBS (E)RTU-2 HORIZONTAL DIRECT600 CFM ---1 --- hp -----118.0 MBH -- BTU/h ---480V 33960 CFM EXISTING UNITS TO REMAIN. 11---------------955 LBS (E)RTU-3 HORIZONTAL DIRECT600 CFM ---1 --- hp -----118.0 MBH -- BTU/h ---480 V 34000 CFM EXISTING UNITS TO REMAIN. 11---------------955 LBS (E)RTU-4 HORIZONTAL DIRECT600 CFM ---1 --- hp -----118.0 MBH -- BTU/h ---480 V 33965 CFM EXISTING UNITS TO REMAIN. 11---------------955 LBS 50FCQM12 50FCQM12 50FCQM12 30 A 35 A OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED RG-1 RETURN GRILLE 22x10 24x12 ------80 WHITE SALESPRICE 30 A 35 A 30 A 35 A 30 A 35 A NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. 3/ 5 / 2 0 2 5 9 : 1 5 : 5 9 A M V 2 . 0 M.0.200 MTG ME C H A N I C A L D E T A I L S Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 PLUMBING SPECIFICATIONS/DETAILS We We Pe6Pe6 NOTE: SEE SHEET A.0.150 FOR ELEVATIONS AND RESPONSIBILITY SCHEDULE FOR PLUMBING RELATED ITEMS. 6 GAL, 1500 W 120-1-60 ABOVE BREAKROOM G1.MATERIALS (a)All materials shall be new and the best of their respective kinds, and shall conform to all standards or requirements governing the same,and shall be approved by Tenant's Construction Department before being installed. (b)Where specific manufacturer or trade name is mentioned in the specifications, it is to establish a standard of quality. Substitution of other makes that may be judged equal by Tenant's Construction Department may be made only by its authority in writing, and must be made prior to time of bid. (c)All materials shall be in accordance with code requirements and as follows: (c-1)Domestic hot water lines and cold water lines shall be copper tubing with soldered fittings and adapters. Above ground copper pipe shall be hard temper Type L. Underground copper pipe shall be soft temper Type K. Use solder for connections underground. (c-2)Valves 2" and smaller shall be of brass body. Valves 2-1/2" and larger shall have cast iron bodies and bronze stems and seats, brass trimmed, and may be either gate, or globe with Jenkins disc. Type depends upon which is most suitable for the application. (c-3)Shut-offs shall be straightway finished brass compression stop and waste cocks. (c-4)Valves and cocks shall be Apollo, Jenkins, Crane, Powell, Walworth, or approved equal, good for a working pressure of 125 psi. Valves shall be installed with union near same to permit easy removal. (c-5)Unions on joints up to 2" diameter shall be 300 lb. Kewanee, Dart or Crane ground joint unions. Unions on pipe 2-1/2" and above shall be standard companion flanges. Unions on copper lines shall be brass. Furnish and install Epco #5 isolating unions with Durabla gasket between runs of copper and steel pipe or equipment. Dielectric couplings are not permitted. (c-6)Soil pipe and fittings shall be service weight cast iron coated with asphaltum. (c-7)Waste and vent piping above ground shall be service weight cast iron or galvanized steel with recessed cast iron drainage fittings coated with asphaltum, or DWV copper. (c-8)Floor drains shall be Josam's 30000-AJ Series or approved equal with 5" diameter CP brass strainer and C.I. trap, or with 7" diameter CP brass funnel strainer and C.I. trap as indicated on the plans. Note: Caulk and seal around perimeter. (c-9)Cleanouts in floor shall be Josam 56000 Series or approved equal, set in locations as required. Cleanouts in areas receiving wood flooring shall be set flush with finished floor and shall have brass cover plates. (c-10)Pipe sleeves shall be two pipe sizes larger than pipe, and shall be wrought iron through masonry walls or beams, and galvanized iron in all other locations. (c-11)Pipe hangers shall be expansion hangers with sectional rings. Piping on wall shall be supported with standard hook plates. Spacing of hangers shall be as required. (c-12)Escutcheons on piping through walls, floors and ceilings shall be adjustable type split CP brass except in service portions which shall be cast iron, plain finish. G2.FIXTURES (a)Fixtures shall be Class 'A' vitreous china porcelain enameled cast iron as indicated in the Supplemental Specification and shall be unmarked, clear, smooth and bright, and shall be guaranteed not to crack, discolor, or scale. Fixtures, fittings and installation shall comply with ADA regulations. (b)Fixtures shall be Kohler Co., as listed in the Supplemental Specification, Eljer, Elkay, Crane Co., or approved equal. (c)The rims, fronts, and all exposed parts of lavatories, urinals, service sinks, water closets, drinking fountains and other fixtures shall be covered an d protected with suitable guards and building paper and such shall be maintained until completion of the work. (d)This protection shall be installed immediately at the time of setting the plumbing fixtures and shall be removed only when directed by Tenant's Construction Department. The G.C. shall be responsible for all damage to fixtures and shall make good any damage without additional cost to the Owner. (e)The General Contractor shall install all fixtures complete, with all required water, waste and vent connections, together with all fittings, structural supports, faucets, valves and traps. (f)All faucets shall have renewable units, seat and barrel. (g)Faucets, exposed fittings, valves, etc., and exposed piping at fixtures shall be chrome plated brass. Pipe shall be brass pipe of standard iron pipe sizes, chrome plated and fitted with chrome plated brass escutcheons of approved design. G3.CHARACTER OF PIPE WORK (a)All soil and waste lines shall have a uniform drop of not less that 1/8" per foot. (b)All connections to domestic hot water and cold water branches shall be taken off the mains with approved swing joints. Valve each branch at the main. Valve each group of fixtures. (c)All exposed piping shall be installed neatly in straight lines parallel to the building lines and as close to the walls and ceilings as is consistent with good workmanship. All openings in pipes must be capped or plugged during the Construction. (d)The Contractor shall offset his work as directed in order to allow other Contractors to install their work, to avoid interference with other piping or ducts, and to conceal the pipes more readily or to allow for greater head room under the pipes. (e)All piping in finished rooms shall be concealed in ceilings, partitions, or chases where possible, and as directed. G4.PIPE INSULATION (a)All domestic cold and hot water lines shall be covered with 1" thick Fiberglass sectional pipe covering, with factory-applied jacket, or 3/4" thick Armaflex. Hot water supply and drain pipes under lavatories shall be similarly insulated. (b)Valve bodies and fitting the above covered lines shall be covered with 1" thick molded glass fiber insulation wrapped firmly under compression 2:1 with copper class wire. Finish with 8 oz. canvas jacket smoothly pasted on. Provide vapor barrier for lines. (c)Repair damage to present insulation where new connections have been made, in conformity with the above specifications. (d)All insulation shall be Owens-Corning, Certaintee, Manville or approved equal. S1.PLUMBING SPECIFICATIONS (a)The G.C. shall inspect the existing plumbing system and shall place into first-class condition. Rod out and camera scope all waste lines. Install new washers in faucets, clean and rebush traps. Check for leaks. (b)The G.C. shall inspect the hot water heater and replace if in questionable condition. Drain, flush and check thermostat and relief valve. S2.SERVICE FAUCET (a)Furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. S3.HANDICAPPED WATER CLOSET (a)Furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. S4. HANDICAPPED LAVATORY (a)Furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. (b)Provide ASSE 1070 mixing valve set to 110F. S5. SERVICE SINK (a)Furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. S6. MOP SERVICE BASIN (a)Furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. S7. HANDICAPPED DRINKING FOUNTAIN (a)Furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. S9. FIXTURE CONNECTIONS (a)Each fixture shall have a shut-off valve at the fixture, adjusted to prevent excessive pressure. (b)The size of piping connections to fixtures shall be as follows: S10. ELECTRIC WATER HEATER (a)Furnish and install in location as indicated on plan, A.O. Smith (#DEL-6s), Lochinvar or approved equal glass lined, electric water heater, 6 gallon storage capacity, 1500 watt heater capacity, wired for 115 volts, single phase, 60 cycle, A.C., complete with combination pressure and thermostatic relief valve piped to discharge over 22" aluminum drain pan or floor drain and all controls as required for a complete automatic system. (c)These sizes are for short branches only; main lines shall be installed of the size as indicated on the plans, or as required by State and local codes. GENERAL PLUMBING SPECIFICATIONS JOB SPECIFIC PLUMBING SPECIFICATIONS FIXTURE Water Closet Lavatory Service Faucet Drinking Fountain Mop Basin Sink SOIL or WASTE VENT TRAP HOT WATER COLD WATER 3"2"3"--1/2" 1 1/2"1 1/2"1 1/2"1/2"1/2" ------1/2"1/2" 1 1/2"1 1/2"1 1/2"--1/2" 3"2"3"1/2"1/2" 2"2"2"1/2"1/2" GENERAL PLUMBING NOTES WATER HEATER SCHEDULE MARK DESCRIPTION CAPACITY LOCATION EWH - 1 ELECTRIC WATER HEATER 1.THE EXISTING PLUMBING SYSTEM FOR THE TOILET ROOM SHALL BE REUSED. THE G.C. SHALL VERIFY THAT ALL PIPING, DRAINS, FIXTURES, AND WATER HEATERS ARE IN GOOD WORKING ORDER. NOTIFY AMERICAN EAGLE OUTFITTERS' REPRESENTATIVE OF ANY ITEMS WHICH ARE IN QUESTIONABLE CONDITION. REPLACE AS DIRECTED. 2.THE G.C. SHALL VERIFY WITH THE LANDLORD THE EXACT LOCATION FOR SANITARY TAP IN. PATCH ALL CONCRETE INSIDE AND OUTSIDE THE SPACE AS REQUIRED BY THE NEW SANITARY SYSTEM. 3.THE G.C. SHALL ROD OUT AND CAMERA SCOPE THE ENTIRE PLUMBING SYSTEM BACK TO THE LANDLORD'S MAIN AT THE COMPLETION OF THE PROJECT. S8. BREAK ROOM SINK (a)Furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. a.Grab bars shall be furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. b.Toilet tissue dispenser shall be furnished by tenant, installed by G.C. See sheet A.0.150 for plumbing responsibility schedule. S11. MISCELLANEOUS TOILET ROOM ACCESSORIES (b)Furnish and install in location as indicated on plan, Chronomite Laboratories, Inc., Model SR30L/120 or approved equal, instant flow, electric water heater, 3600 watt heater capacity, wired for 120 volts, single phase, 60 cycle, A.C., complete with all fittings and controls as required for a complete automatic system. Chronomite Laboratories, Inc.; 21011 S. Figueroa; Carson, CA 90745, (800-447-4962). 2"SAN 3"SAN 3"SAN2"SAN 2"SAN 2"SAN CLEANOUT H.C. WC H.C. WC H.C. LAVH.C. LAV 3"SAN 3"SAN 3" V 3" V 2" V3" VTR 3" SA N 2"SAN 2" V MOP BASIN EWC EWC BREAK ROOM TOILET ROOM TOILET ROOM AE FITTING ROOMS& PASSAGE AREA SANITARY RISER DIAGRAM NOTES : ALL DRAIN PIPING PENETRATING THE FLOOR MUST BE SEALED PER LANDLORD CRITERIA. NO SCALE FLOOR DRAIN FLOOR DRAIN 2" V 3 4" H W 3 4"C W M P/T RELIEF VALVE EXTEND DRAIN TO F.D. SAME SIZE AS VALVE DISCHARGE THERMAL EXPANSION TANK SIZED PER LOCAL CODES (ONLY IF REQ'D) 6 GALLON ELECTRIC WATER HEATER ON DECK ABOVE TOILET ROOM. SEE CHART, NOTES, AND SPECS WATTS MODEL 008QT VACUUM BREAKER (ONLY IF REQ'D) BALL VALVE (TYP) UNION 3" DEEP GALVANIZED PAN W/SOLDERED JOINTS. SAFE WASTE TO FLOOR DRAIN. IF REQUIRED ADD RECIR. PUMP AND HWR LINE. 3 4" H W R 3 4" H W 3 4"C W 3 4" H W R 3 4"CW DRINKING FOUNTAIN MOP SINK 3 4"HW H.C. W.C. H.C. W.C. H.C. LAV H.C. LAV BREAKROOM SINK IF REQUIRED CONNECT HW RETURN WITHIN 12" OF FIXTURE. (TYP) IF REQUIRED CONNECT HW RETURN WITHIN 12" OF FIXTURE. (TYP) W.C. LAV LAV W.C.FD FD CLEAN OUT DRINKING FOUNTAIN DRINKING FOUNTAIN MOP SINK DRINKING FOUNTAIN WATER PIPING DIAGRAM NOTES : ALL EXPOSED WATER AND DRAIN PIPING UNDER THE LAV SHALL BE INSULATED. N.T.S. 3" VTR 2" SAN 3" S A N 3" V 3" V 2" V 3" V 2" V 2" V BREAKROOM SINK OMITTED SCALE: 1 1/2" = 1'-0" [1:8] (E) MOISTURE BARRIER (TYP) (N) #4 @ 18" O.C., ADHESIVE EMBED 6" INTO (E) S.O.G. (TYP) NOTES: 1.REPLACE REMOVED S.O.G. UNDERLAYMENT WITH A SIMILAR PROFILE TO (E), IF KNOWN. AS A MINIMUM, USE FILL COMPACTED TO 95% RELATIVE COMPACTION 2.ENSURE THAT (E) SUBBASE/SUBGRADE IS MINIMALLY DISTURBED IN AREAS BELOW (E) S.O.G. TO REMAIN 3.FOR WIDTHS GREATER THAN 3'-0", CONSULT WITH A STRUCTURAL ENGINEER.3'-0" [914] MAX. SEE NOTE 3 EQ ±V. I . F . STD. LAP @ STRAIGHT 3" MIN. @ 90° EQ REMOVE AND REPLACE SUBBASE/SUBGRADE, SEE NOTE 1 EMBED. TYP (N) MOISTURE BARRIER, LAP TO (E) AS FAR AS POSSIBLE W/O DISTURBING SUBBASE/SUBGRADE (E) SUBBASE/SUBGRADE, SEE NOTE 2, (TYP) (E) CONCRETE S.O.G. (TYP) (N) CONC. PATCH, 3000psi MIN. COMPRESSIVE STRENGTH, MIN. DEPTH EQUAL TO (E) S.O.G. SAWCUT JOINT, ROUGHEN TO 1/4" MIN. AMPLITUDE PRIOR TO (N) CONC. PLACEMENT (N) #4 @ 18" O.C., ADHESIVE EMBED 6" INTO (E) S.O.G. (TYP) SLAB-ON-GRADE TRENCHING PATCH DETAILA P.0.100 EXPANSION TANK WATER HEATER UNIONS BALL VALVE HW DRAIN 140F 3/4" CW WATER HEATER DETAIL 3/4" TERMINATE OVER MOP BASIN DIAPHRAM COMPRESSION TANK TO MATCH WATER HEATER MUST BE SAME MANUFACTURER AS WATER HTR. 3" DEEP GALVANIZED PAN W/SOLDERED JOINTS. TERMINATE 3/4" DRAIN PIPING INDIRECT OVER MOP BASIN SHELF BY G.C. - MUST BE PROVIDED FOR MIN. 120 LB LOAD P AND T RELIEF VALVE DRAIN SAME SIZE AS VALVE DISCHARGE NO SCALE SEISMIC NOTE: IF REQUIRED, THE G.C. IS RESPONSIBLE FOR FURNISHING AND INSTALLING WATER HEATER SEISMIC STRAPS PER AHJ SEISMIC PROTECTION REQUIREMENTS. MOUNTING NOTE: G.C. TO COORDINATE MOUNTING HEIGHT WITH STORE TEAM. MOUNT IN ACCESSIBLE LOCATION PER AHJ REQUIREMENTS. HWR IF REQUIRED ADD RECIR. PUMP VACUUM RELIEF VALVE CHECK VALVE TYP. BREAKROOM SINK PLUMBING PLAN H.C. H.C. H.C. H.C. 2"SAN NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 6 : 0 0 A M V 2 . 0 P.0.100 MTG PL U M B I N G S P E C I F I C A T I O N S & D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 L- 1 4 _ X T1f T2f L-15_X L-15_X L-15_X L-15_X L-15_X L-15_X L-15_X L-15_X L-15_XL-15_X O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O L-14_X L-14_X T1a T8a T1a T8a T1a T8a T1a T8a T6a T5a T4a T6 a T5 a T4 a L-14_X L-14_XL-14_X L- 1 4 _ X L- 1 3 _ X L- 1 3 _ X L- 1 3 _ X L- 1 3 _ X L-14_X T T T T FIRE PROTECTION PLAN SCALE: 1/4" = 1' - 0" PREFINISHED WHITE RECESSED SPRINKLER HEAD PREFINISHED WHITE CONCEALED SPRINKLER HEAD (UNLESS OTHERWISE NOTED) BRASS UPRIGHT SPRINKLER HEAD SYMBOLS SPRINKLER HEADS SHALL BE PLACED INSIDE AND ABOVE FIRE CORRIDOR AND TOILET ROOM(S), WHERE APPLIES. 1 KEY NOTES: AE SALES AREA AE FITTING ROOMS& PASSAGE AREA STOCKROOM BREAKROOM AERIE SALES AREA FITTING ROOMS & PASSAGE AREA AERIE FITTING ROOMS PASSAGE & SEATING AREA EGRESS PASSAGE OFFLINE SALES AREA CLOSET ACCESSIBLE TOILET ROOMS ACCESSIBLE TOILET ROOMS NOTE: SPRINKLER HEADS SHOWN ARE SCHEMATIC IN NATURE FOR ESTIMATES AND BIDDING PURPOSES ONLY. IT IS THE SPRINKLER CONTRACTOR’S RESPONSIBILITY TO FIELD VERIFY EXISTING HEAD LOCATIONS AND TYPE, AND MODIFY THE EXISTING SYSTEM AND REUSE/PROVIDE NEW HEADS AS REQUIRED TO ENSURE PROPER DENSITIES AND COVERAGES PER NFPA 13, LOCAL AND NATIONAL CODES, AND AHJ REQUIREMENTS. NOTE: DETAILS, NOTES, AND/OR SPECIFICATIONS ON THIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T 3/ 5 / 2 0 2 5 9 : 1 6 : 0 3 A M V 2 . 0 FP.0.100 MTG FI R E P R O T E C T I O N P L A N , SP E C I F I C A T I O N S & D E T A I L S Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 ENERGY MANAGEMENT SYSTEM FOR: SHOPS AT SANTA ANITA 400 S. BALDWIN AVENUE ARCADIA, CA DRAWING INDEXGENERAL NOTES 1.THE JOB MECHANICAL CONTRACTOR SHALL BE DENOTED AS M.C. 2.THE JOB ELECTRICAL CONTRACTOR SHALL BE DENOTED AS E.C. 3.THE DEMOLITION AND/OR TERMINATION ELECTRICAL CONTRACTOR FOR THE BUILDING AUTOMATION SYSTEM SHALL BE DENOTED AS T.C.E.C. 4.THE T.C.E.C. SHALL SIZE AND FURNISH ALL TROUGHS, JUNCTION BOXES, TERMINAL STRIPS, CONNECTORS & SINGLE CONDUCTOR WIRE, ETC. TO INSTALL A COMPLETE AND FUNCTIONAL BUILDING AUTOMATION SYSTEM (BAS). 5.ALL 120 Vac POWER FEEDS FOR THE BAS CONTROL PANELS SHALL BE RUN IN ITS OWN CONDUIT AND NOT ROUTED THROUGH ANY CONTROL PANEL OR IN THE SAME CONDUIT AS CONTROL WIRING. 6.ALL WIRING AND CABLE SHALL BE LABELED AT BOTH ENDS SO AS TO CORRESPOND TO THAT CALLED OUT ON THE DRAWINGS. T.C.E.C. SHALL BE RESPONSIBLE TO LABEL ALL BAS WIRING PER THE CONTRACT DRAWINGS. INCORRECT NUMBERING RESULTING IN ADDITIONAL TIME TO RING-OUT BAS WIRING SHALL BE THE RESPONSIBILITY OF THE T.C.E.C. 7.T.C.E.C. TO FOLLOW ALL LOCAL, STATE AND NATIONAL CODES. 8.ALL SCHNEIDER ELECTRIC EQUIPMENT, PREWIRED & PRE ASSEMBLED BAS INTERFACE PANELS, AND SENSORS WILL BE FURNISHED BY SODEXO ROTH 9.ANY QUESTIONS OR DEVIATIONS CONCERNING THESE DRAWINGS OR THE BUILDING AUTOMATION SYSTEM IN GENERAL SHOULD BE BROUGHT TO THE ATTENTION OF SODEXO ROTH ASSIGNED PROJECT MANAGER. 10.T.C.E.C. TO FURNISH SODEXO ROTH ONE (1) SET OF MARKED-UP DRAWINGS SHOWING EXACT LOCATIONS OF ALL WIRE PULLS, JUNCTION BOXES, RELAY PANELS, AND SENSOR LOCATIONS AT THE COMPLETION OF THE PROJECT. 11.ALL CABLING (WITH OR WITHOUT CONDUIT) SHALL BE INSTALLED IN ACCORDANCE WITH A NEAT AND PROFESSIONAL MANNER WITH MATERIAL (I.E. BRIDAL RINGS, CABLE HANGERS ETC.) SUITED FOR THAT INSTALLATION AND ATTACHED TO THE BUILDING STRUCTURE AND RUN SQUARE WITH THE BUILDING STRUCTURE. (ZIP-TIES TO JOIST ARE NOT ACCEPTABLE). LINE VOLTAGE RACEWAYS MUST NOT BE USED AS A MEANS OF SUPPORT FOR CABLES, OR NONELECTRICAL EQUIPMENT. 12.ALL WIRING INCIDENTAL TO THIS BAS SHALL BE PROVIDED BY THE T.C.E.C.. 13.ALL CONDUIT RAN EXTERNAL TO THE BUILDING SHALL BE OF THE RIGID TYPE WITH WATER TIGHT BOXES AND CONNECTORS. 14.ALL PANEL, SENSOR, ACTUATOR, TRANSDUCER, AND RIB RELAY LOCATIONS ARE APPROXIMATE, AND MUST BE FIELD VERIFIED BY E.C. AND SODEXO ROTH ENGINEER. 15.T.C.E.C. SHALL BE RESPONSIBLE FOR ALL WORK RELATING TO TEMPERATURE CONTROL. INCLUDES WORK AS SHOWN ON THESE DRAWINGS BUT IS NOT LIMITED TO THE WORK SHOWN. 16.T.C.E.C. SHALL BE RESPONSIBLE TO PAINT ALL BAS J-BOXES ORANGE. 17.T.C.E.C. SHALL PERFORM THE FOLLOWING FOR THE BAS: RUN ALL CONDUIT, PULL ALL WIRE AND CABLE, POWER ALL DEVICES, MOUNT ALL PANELS, MOUNT ALL DEVICES, TERMINATE ALL DEVICES, DEMOLISH ALL CONTROLS THAT ARE NOT TO BE REUSED, ASSIST ROTH WITH VERIFICATION OF ALL EXISTING WIRES AND PNEUMATIC TUBING, REPLACEMENT OF ANY WIRES AND PNEUMATIC TUBING FOUND TO BE NOT FULLY FUNCTIONAL, LABEL ALL WIRES AND PNEUMATIC TUBING AT BOTH ENDS WITH APPROVED LABEL, DEMOLISH ALL CONTROLS THAT ARE NOT TO BE REUSED, AND ADJUST SAFETIES AND STATUS SWITCHES. 18.T.C.E.C. SHALL ASSIST WITH COMMISSIONING AND START-UP OF ALL COMPONENTS FOR THE BAS. REVISION SYMBOLS - #16AWG. WIRE BY PANEL BUILDER - #14 AWG. WIRE BY PANEL BUILDER - #18 AWG. WIRE BY T.C.E.C. - #16 AWG. WIRE BY T.C.E.C. - # 14 AWG. WIRE BY T.C.E.C. - PNEUMATIC TUBING BY T.C.E.C. - #18 AWG. SINGLE PAIR NON-SHIELDED PLENUM RATED CABLE BY T.C.E.C. - #18 AWG. TWO PAIR NON-SHIELDED PLENUM RATED CABLE BY T.C.E.C. - #18 AWG. THREE PAIR NON-SHIELDED PLENUM RATED CABLE BY T.C.E.C. - #18 AWG. FOUR PAIR NON-SHIELDED PLENUM RATED CABLE BY T.C.E.C. - #18 AWG. FIVE PAIR NON-SHIELDED PLENUM RATED CABLE BY T.C.E.C. - #18 AWG. SING PAIR SHIELDED PLENUM RATED CABLE BY T.C.E.C. - #24 AWG. SINGLE PAIR SHIELDED PLENEUM RATED CABLE BY T.C.E.C. - #24 AWG. SINGLE PAIR SHIELDED PLENEUM RATED CABLE BY T.C.E.C. - #28 AWG. FOUR PAIR NON-SHIELDED PLENUM RATED CABLE BY T.C.E.C. # # # # # # 18/2 # 18/4 # 18/6 # 18/2S # INF # # CAT5 T.0.001 COVER SHEET T.0.100 FIRST FLOOR PLAN EQUIPMENT LAYOUT T.0.200 EMS RISER DIAGRAM T.0.300 EMS MAIN INTERFACE PANEL T.0.301 INTERFACE PANEL LIGHTING LOAD SCHEDULES T.0.302 MAIN INTERFACE PANEL PERIPHERALS T.0.400 TYPICAL RTU CONTROLLER INPUT WIRING DIAGRAM T.0.401 TYPICAL RTU CONTROLLER OUTPUT WIRING DIAGRAM STORE NUMBER 2053 # 18/8 # 18/10 # BACnet TYPICAL BASE DRAWING SET FOR A LARGE STORE Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T T.0.001 MTG EM S C O V E R S H E E T 3/ 5 / 2 0 2 5 9 : 1 6 : 0 5 A M V 2 . 0 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 FIRST FLOOR PLAN EQUIPMENT LAYOUT SCALE: N.T.S. T T T T TO MAIN INTERFACE PANEL P1.03 18/4 TO MAIN INTERFACE PANEL P1.02 18/4 TO MAIN INTERFACE PANEL P1.01 18/4 S S S S ERTU-1 CONTROLLER ERTU-1 CONTROLLER ERTU-3 CONTROLLER ERTU-2 CONTROLLER C1 BACnet TO MAIN INTERFACE PANEL SMART SENSOR TO BE MOUNTED 5' AFF TO ERTU-2 CONTROLLER SPACE CO2/HUMIDITY SENSOR TO BE MOUNTED 4' AFF TO MAIN INTERFACE PANEL R1.05 18/4 R4.05 18/4 R3.05 18/4 R2.05 18/4 C2 BACnet C3 BACnet C4 BACnet Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T T.0.100 MTG FL O O R E Q U I P M E N T P L A N 3/ 5 / 2 0 2 5 9 : 1 6 : 0 7 A M V 2 . 0 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 WHT BLK SHLD ROOF LINE WHT BLK SHLD WHT BLK SHLD WHT BLK SHLD NEW MAIN EMS INTERFACE PANEL SALES PIR #2SALES PIR #1 RTU-1 SPACE TEMP OCP HEAT-2 HEAT-1 COOL-2 COOL-1 FAN S/S FAN STATUS SUPPLY AIR TEMP MOUNTED IN RTU (RTU-1) FAN STATUS HEAT-2 HEAT-1 COOL-2 COOL-1 FAN S/SSUPPLY AIR TEMP (RTU-#) TYPICAL FOR ADDITIONAL UNITS 24 GA. SHIELDED COMM. CABLE TO NEXT RTU IN SEQUENCE (IF APPLICABLE). RTU-# SPACE TEMP CAT-6 CABLE TO NETWORK SWITCH IN STORE ISP/DATA CABINET. CABLE NOT TO EXCEED 300 FEET TOTAL. CONNECT TO SWITCH PORT #5. CATALYST 2960 SERIES STORE SWITCH 1 3 2 CO2/HUMIDITY SENSOR 5 4 4 4 SALES AREA PIR MOTION DETECTORS. SEE T.0.100 FOR LOCATIONS. SEE T.0.300 & T.0.302 FOR DETAILS & TERMINATIONS. 6 5 SPACE CO2/HUMIDITY SENSOR. SEE T.0.100 FOR LOCATION. SEE T.0.300 & T.0.302 FOR TERMINATIONS. 6 TTS-SD-LCD1 SPACE TEMPERATURE SENSOR. SEE T.0.100 FOR LOCATIONS. SEE T.0.400 FOR TERMINATIONS. 6 7 7 7 HVAC ROOFTOP UNIT (RTU) CONTROLLER. MOUNTED IN ELECTRICAL CONTROLS SECTION OF RTU. SEE T.0.400 & T.O.401 FOR INSTALLATION DETAILS AND TERMINATIONS. TYPICAL FOR EACH RTU. IN 56 IN 310 IN 4 RET12 11 SENSORSMART IN 1 IN 2 RET 8 9 7 RET PWR4 5 RESET CPU 24 VAC ~ 50/60 HZ20 VA 3 L 2 N 1 AC POWER OUT 2 OUT 3 - ON C + ON OUT 4 14 13 16+ 15 - + 17 18 b3 851 Andover Controls TD OUT 1 21- - + 19 20 PORTSERVICE RD INFINET +22 SHLD - 24 23 OUT 1 2 3 4+4 - DESCRIPTIONIN 1 2 3 45 DESCRIPTION b3851 IN 56 IN 310 IN 4 RET12 11 SENSORSMART IN 1 IN 2 RET 8 9 7 RET PWR4 5 RESET CPU 24 VAC ~ 50/60 HZ20 VA 3 L 2 N 1 AC POWER OUT 2 OUT 3 - ON C + ON OUT 4 14 13 16+ 15 - + 17 18 b3 851 Andover Controls TD OUT 1 21- - + 19 20 PORTSERVICE RD INFINET +22 SHLD - 24 23 OUT 1 2 3 4+4 - DESCRIPTIONIN 1 2 3 45 DESCRIPTION b3851 C1 BACnet C2 BACnet R1.01 18/4 R1.03 18/2 R1.04 18/2 R1.05 18/4 R#.03 18/2 R#.05 18/4 OCP C3 BACnet P1.01 18/4 P1.02 18/4 P1.05 18/4 100 CAT6 T R#.04 18/2 T CS CS ELECTRICAL DISTRIBUTION PANEL "LA", IN STOCKROOM, 120/208V,3ɸ ELECTRICAL DISTRIBUTION PANEL "LB", IN STOCKROOM, 120/208V,3ɸ 2 2 CUSTOMER ELECTRICAL DISTRIBUTION PANELS IN REAR STOCK ROOM AREA. SEE SITE ELECTRICAL DRAWING E.0.300 FOR DETAILS. TO EMS CONTROLLED CIRCUIT LOADS 3 CONDUITS, TROUGHS, AND CONDUCTORS AS REQUIRED FOR ALL CONTROLLED CIRCUITS. SEE T.0.300 AND T.0.301 FOR EMS CONTROLLED CIRCUIT TERMINATION DETAILS AND SCHEDULES. CONTROLLED CIRCUIT FEEDERS TO EMS 1 SALES PIR #3 4 P1.03 18/4 SALES PIR #4 4 P1.04 18/4 NEW MAIN EMS INTERFACE PANEL. SEE T.0.100 FOR LOCATION. SEE T.0.300 THROUGH T.0.302 FOR DETAILS & TERMINATIONS. COMBINATION OUTDOOR AIR TEMPERATURE AND PHOTOCELL SENSOR. SEE DRAWING T.0.400 FOR TERMINATIONS AND MOUNTING LOCATION 1 (ONE) OA SENSOR PER SITE. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T T.0.200 INITIALS EM S R I S E R D I A G R A M 3/ 5 / 2 0 2 5 9 : 1 6 : 0 8 A M V 2 . 0 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 39 x 2 4 N E M A 4 E N C L O S U R E CO I L 1 2 3 4 CO I L 1 2 3 4 LC B - 1 N4 LC B LC B - 2 CL 0 2 CL 0 3 CL 0 4 CL 0 5 CL 0 6 CL 0 7 CL 0 8 CO I L 1 2 3 4 LC B - 3 12 ( C ) 9( C ) 14 ( H ) 13 ( N ) 4(N C ) 1(N C ) 8(N O ) 5( N 0 ) R1 12 ( C ) 9( C ) 14 ( H ) 13 ( N ) 4(N C ) 1(N C ) 8(N O ) 5( N 0 ) R2 12 ( C ) 9( C ) 14 ( H ) 13 ( N ) 4( N C ) 1(N C ) 8( N O ) 5(N 0 ) R3 R- 0 1 R- 0 2 R- 0 3 T1 X1 H4 LC C LC B LC A 12 ( C ) 9( C ) 14 ( H ) 13 ( N ) 4(N C ) 1(N C ) 8(N O ) 5( N 0 ) 12 ( C ) 9(C ) 14 ( H ) 13 ( N ) 4(N C ) 1( N C ) 8(N O ) 5(N 0 ) 12 ( C ) 9(C ) 14 ( H ) 13 ( N ) 4( N C ) 1( N C ) 8( N O ) 5(N 0 ) R4 R5 R6 LC F LC E LC D R- 0 4 R- 0 5 R- 0 6 12 ( C ) 9( C ) 14 ( H ) 13 ( N ) 4( N C ) 1(N C ) 8( N O ) 5(N 0 ) 12 ( C ) 9( C ) 14 ( H ) 13 ( N ) 4(N C ) 1(N C ) 8(N O ) 5(N 0 ) R- 0 7 R- 0 8 R7 R8 CL-12 CL-11 CL-10 CL-09 CL-08 CL-07 CL-06 CL-05 CL-04 CL-03 CL 0 1 CL-02 CL-01 CU R R E N T L I M I T E R Q U A N T I T I E S , AM P E R A G E S , A N D P A N E L B U I L D WI R E S M U S T B E C U S T O M I Z E D P E R LO C A T I O N . S E E D R A W I N G S T. 0 . 3 0 1 A N D E . 0 . 3 0 0 F O R S I T E SP E C I F I C C U R R E N T L I M I T E R L O A D SC H E D U L E S . H H N N N N N G ____~110V PS 2. 5 AM P S ____~110V T1 1. 0 AM P S ____~110V DC 1. 0 AM P S BLK H2 BLK H1 BLK WHT GRN 3 - # 1 2 G A . T H H N C O N D U C T O R S ( 1 - H O T , 1 - N E U , 1 - G N D ) TO 1 2 0 V a c N O N - S W I T C H E D C I R C U I T B Y T . C . E . C . PA N E L DE V I C E CO N T R O L PA N E L CK T # WHT N1 WHT N2 BLK WHT GRN DI T E K G GRN WHT N3 10 0 V A T1 YEL Y/WHT T1 X2 BL U T1 X1 YE L WHT BLK H2 N2 ____~110V CT C 15 . 0 AM P S BLK H4 BLK H3 WHT N4 N L -V +V LE D VA D J DR - 1 5 - 2 4 BLK H3 WHT N3 1 2 BLK RED GRN G4 R5 R7 R6 R8 R1 R2 R3 R4 T1 X2 TO H M I D I S P L A Y D A T A C A B L E HM I US B V- V+ - S + 11 15 3 7 19 20 10 0 CA T 6 ST R U X U R E W A R E A S - B - 3 6 DE V I C E HO S T RE S E T ST A T U S TX RX RS - 4 8 5 ET H E R N E T 1 ET H E R N E T 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 L N RET RET Bias+ TX/RX+ TX/RX- RET Ub1 Ub2 Ub3 Ub4 Ub5 Ub6 DO5 COM1 DO6 DO7 COM2 DO8 DO 1 DO 2 DO 3 DO 4 Ub7 Ub8 Ua1 Ua2 Ua3 Ua4 Ua5 Ua6 Ua7 Ua8 Ua9 Ua10 Ua11 Ua12 Ua13 Ua14 RET Ua15 RET Ua16 Ua17 Ua18 Ua19 Ua20 Un i v e r s a l I n p u t s / O u t p u t s Un i v e r s a l I n p u t s / O u t p u t s Un i v e r s a l I n p u t s / O u t p u t s Tr i a c O u t p u t s 3 0 V A C , 0 . 8 A Re l a y O u t p u t s 2 5 0 V A C , 2 A / 3 0 V D C , 2 A RS - 4 8 5 24 V A C , 1 5 V A 24 - 3 0 V D C , 1 0 W 50 / 6 0 H z Et h e r n e t 1 10 / 1 0 0 Et h e r n e t 2 10 / 1 0 0 In p u t : 2 4 V D C , 2 . 4 m A Ua , U b R a t i n g s Ou t p u t : 0 - 1 0 V D C , 5 k Ω MIN DC 24 VDC - 10 DC 24 VDC + 9 RET 8 Ua 2 7 DC 24 VDC - 6 DC 24 VDC + 5 RET 4 Ua 1 3 DC 24 VDC - 2 DC 24 VDC + 1 Ua 6 20 Ua 5 19 DC 24 VDC - 18 DC 24 VDC + 17 RET 16 Ua 4 15 DC 24 VDC - 14 DC 24 VDC + 13 RET 12 Ua 3 11 PS 24 VDC - 26 PS 24 VDC + 252423 DC 24 VDC - 22 DC 24 VDC + 21 -+S P1 . 0 1 18 / 4 WH T GR N RE D BL K P1 . 0 2 18 / 4 P1 . 0 3 18 / 4 P1 . 0 4 18 / 4 P1 . 0 5 18 / 4 WH T GR N RE D BL K WH T GR N RE D BL K WH T GR N RE D BL K WH T GR N RE D BL K BL K SH L D WH T C1 BA C n e t +- HM I PW R CO I L 1 2 3 4 CO I L 1 2 3 4 CO I L 1 2 3 4 LC A - 1 LC A - 2 LC A - 3 N4 LC A CL 0 1 CO I L 1 2 3 4 CO I L 1 2 3 4 CO I L 1 2 3 4 CO I L 1 2 3 4 CO I L 1 2 3 4 CO I L 1 2 3 4 LC C CL 0 9 LC C - 1 LC C - 2 LC D - 1 LC D - 2 LC E - 1 LC F - 1 CL 1 0 LC D LC E LC F CL 0 2 CL 0 3 CL 0 4 CL 0 5 CL 0 6 CL 0 7 CL 0 8 CL 0 9 CL 1 0 GND 27 GR N GN D 39.4" 23.6" ~ FU L L L O A D C U R R E N T 12 . 0 1 5 A M P S 4 22 DC O K +V A D J DR A - 6 0 - 2 4 +V H1 N1 G1 BLK WHT GRN 2. 5 A +V -V -V DIM- DIM+ N L 25 V+ 26 V- Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T T.0.300 INITIALS EM S M A I N I N T E R F A C E P A N E L 3/ 5 / 2 0 2 5 3 : 3 7 : 2 2 P M V 2 . 0 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 MAIN INTERFACE PANEL LIGHTING CIRCUIT SCHEDULE COIL 1 2 3 4 LCx-x CL-xx # LIGHTING CIRCUIT WIRING (NON-TRACK LIGHTING) ~ ~ CIRCUIT FEEDER FROM BREAKER PANEL TO LIGHTING FIXTURE COIL 1 2 3 4 LCx-x ~CIRCUIT FEEDER FROM BREAKER PANEL LIGHTING CIRCUIT WIRING (TRACK LIGHTING) ~TO LIGHTING FIXTURE CONTROL ZONE SUPPLY CIRCUIT NUMBER DESCRIPTION TRACK LIGHTING CURRENT LIMITER NUMBER EMS PANEL CONTACTOR CONDUCTOR POLE CURRENT LIMITER AMPS A A-1 AERIE SALES AREA TRACK LIGHTING LCA-2 LCA-1 A-5 AERIE FITTING ROOM LIGHTING B LCB-1 AERIE SALES AREA TRACK LIGHTING AERIE SALES AREA TRACK LIGHTING A-9 A-11 LCB-2 LCC-1 LCD-1 LCE-1 LCF-1 C D E A-3 A-7 AERIE SALES AREA TRACK LIGHTING OFFLINE STOREFRONT GENERAL LIGHTING AE FITTING ROOM TRACK LIGHTING AE FITTING ROOM GENERAL LIGHTING AERIE FRONT ACCENT LIGHTING 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 2 5 4 3 2 AERIE SALES AREA TRACK LIGHTING AERIE STOREFRONT TRACK LIGHTINGA-17 2 6 3 AERIE SALES AREA TRACK LIGHTING 2 A-8 AE FITTING ROOM RECEPTACLES AERIE FITTING ROOM LIGHTING AERIE FITTING ROOM RECEPTACLES A-13 A-13 A-15 OFFLINE SALES AREA GENERAL LIGHTINGA-10 OFFLINE FITTING ROOM LIGHTINGA-12 OFFLINE FITTING ROOM LIGHTINGA-12 OFFLINE FITTING ROOM TRACK LIGHTINGA-14 3 OFFLINE STRING LIGHT RECEPTACLESA-16 OFFLINE SALES AREA TRACK LIGHTINGA-18 OFFLINE SALES AREA TRACK LIGHTINGA-20 OFFLINE SALES AREA TRACK LIGHTINGA-22 OFFLINE SALES AREA TRACK LIGHTINGA-24 OFFLINE SALES AREA TRACK LIGHTINGA-26 OFFLINE STOREFRONT SIGNA-4 AERIE STOREFRONT GENERAL LIGHTINGA-19 1 AE STOREFRONT TRACK LIGHTINGA-25 AE STOREFRONT SIGNA-2 AE SALES AREA TRACK LIGHTINGA-36 A-38 A-40 A-42 AE SALES AREA TRACK LIGHTING AE SALES AREA TRACK LIGHTING AE SALES AREA TRACK LIGHTING 3 3 2 3 4 AE SALES AREA TRACK LIGHTINGA-28 A-30 A-32 A-34 AE SALES AREA TRACK LIGHTING AE SALES AREA TRACK LIGHTING AE SALES AREA TRACK LIGHTING A-37 AE SALES AREA TRACK LIGHTING 4 4 2 3 3 A-29 A-31 A-33 A-35 AE SALES AREA TRACK LIGHTING AE SALES AREA TRACK LIGHTING AE SALES AREA TRACK LIGHTING AE SALES AREA TRACK LIGHTING 4 2 3 3 AERIE STOREFRONT SIGNA-6 AE STOREFRONT GENERAL LIGHTINGA-27 AE SALES AREA ACCENT LIGHTINGA-23 LCA-3 1 2 3 4B-4 AE SALES AREA RECEPTACLES B-6 B-8 AE SALES AREA RECEPTACLES AE SALES AREA RECEPTACLES LCA-4 1 2 3 4 B-10 B-14 OFFLINE SALES AREA RECEPTACLES B-16 OFFLINE SALES AREA RECEPTACLES OFFLINE FITTING ROOM RECEPTACLESB-18 A-39 A-41 B-20 AERIE SALES AREA RECEPTACLES B-22 AERIE SALES AREA RECEPTACLES LCA-5 1 2 3 4 B-24 LCB-3 LCC-2 LCC-3 1 2 3 4 1 2 3 4 1 2 3 4 LCD-2 F G LCG-1 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 AE FITTING ROOM GENERAL LIGHTINGA-41 3 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 7 28 3 B-41 AE ANYONE/EVERYONE SIGN A-47 AE FITTING ROOM SIGN 4 4 4 4 3 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T T.0.301 INITIALS IN T E R F A C E P A N E L L I G H T I N G LO A D S C H E D U L E S 3/ 5 / 2 0 2 5 3 : 3 7 : 2 3 P M V 2 . 0 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 ON 1 2 3 4 CEILING PIR INSTALLATION 24VAC OR +24VDC, +10%RED NORMALLY CLOSED CONTACT GRN COMMON YELNORMALLY OPEN CONTACT BLK ORN 24VAC OR +24VDC RETURN RED WHITE GREEN BLACK HOT NEUTRAL 2-2/3" TO 3" HOLE (IF USING 3" MUD-RING, CUT TO ACCOMODATE) REAR HOUSING CEILING ATTACHMENT RING (BEND BEHIND CEILING TO SECURE) MASK (OPTIONAL) CUT FOR DESIRED COVERAGE COVER (WITH LENS) DIP SWITCH SETTINGS PIR MOTION DETECTOR WIRING DETAILS (TYPICAL FOR ALL) ON123 4 P1.0# 18/4 SMARTX HMI ADVANCED DISPLAY V3 ·MOUNTED TO MAIN EMS PANEL DOOR. ·PANEL BUILDER TO PRE-DRILL 22mm (0.87 in.) DIAMETER HOLE ON CONTROL CABINET DOOR FOR SMARTX HMI DISPLAY INSTALLATION. ·FOR ALL ENCLOSURES (UNLESS OTHERWISE SPECIFIED), DRILL HOLE CENTER 10 INCHES DOWN FROM TOP OF ENCLOSURE AND HORIZONTALLY CENTERED. EMS MAIN INTERFACE PANEL PERIPHERAL DEVICE WIRE PULL INDEX TO SALES FLOOR AREA PIR #1. SEE T.0.100 FOR PIR LOCATIONS [PART # (CI-24)] SEE T.0.302 FOR SENSOR INSTALLATION DETAILS AND TERMINATIONS. TO SPACE CO2 & HUMIDITY SENSOR. SEE T.0.100 FOR SENSOR LOCATION. [PART # (CW2XA2H)]. SEE T.0.3002 FOR SENSOR INSTALLATION DETAILS AND TERMINATIONS. BACNET (RS485) COMM. CABLE (24GA -SINGLE PAIR SHIELDED CABLE) FROM MAIN EMS INTERFACE PANEL TO FIRST HVAC UNIT CONTROLLER IN COMM. CABLE WIRE PULL SEQUENCE. SEE T.0.100 FOR COMM. WIRE PULLS. (DO NOT RUN NEAR ANY HIGH NOISE DEVICES OR IN ANY CONDUIT WITH LINE VOLTAGE!!). CAT-6 CABLE FROM MAIN EMS INTERFACE PANEL TO AEO NETWORK SWITCH IN STORE ISP CABINET. SEE AEO DWGS F.0.1, F.0.2, E.0.2 FOR ISP CABINET LOCATION & DETAILS. TO SALES FLOOR AREA PIR #2 (WHERE APPLICABLE). SEE T.0.100 FOR PIR LOCATIONS [PART # (CI-24)] SEE T.0.302 FOR SENSOR INSTALLATION DETAILS AND TERMINATIONS. TO SALES FLOOR AREA PIR #3 (WHERE APPLICABLE). SEE T.0.100 FOR PIR LOCATIONS [PART # (CI-24)] SEE T.0.302 FOR SENSOR INSTALLATION DETAILS AND TERMINATIONS. TO SALES FLOOR AREA PIR #4 (WHERE APPLICABLE). SEE T.0.100 FOR PIR LOCATIONS [PART # (CI-24)] SEE T.0.302 FOR SENSOR INSTALLATION DETAILS AND TERMINATIONS. P1.01 18/4 C1 BACnet P1.02 18/4 P1.03 18/4 P1.04 18/4 P1.05 18/4 HMI PWR HMI USB 100 CAT6 SMARTX HMI USB-C Y-CONNECTOR CABLE [PART # (SXWADUSBC10003). CONNECT USB-C END OF SPLIT Y-CABLE TO SMARTX DISPLAY. CONNECT USB 2.0 END TO SMARTX CONTROLLER. CONNECT 24VDC POWER LEADS TO PANEL POWER SUPPLY CONNECTION TERMINALS AS SHOWN. HMI PWR HMI USB 7.7" 10.2" 0.87" 10.0" MAIN INTERFACE PANEL ENCLOSURE MAIN INTERFACE PANEL BAS CONTROLLER INPUT/OUTPUT POINT MATRIX DEVICE NAME: ASB_CX_01 DEVICE MODEL: AS-B-36 DEVICE I/O NAME BAS I/O POINT ASSIGNMENT BAS I/O POINT TYPE Ua1 SALES AREA PIR #1 DIGITAL INPUT Ua2 SALES AREA PIR #2 DIGITAL INPUT Ua3 SALES AREA PIR #3 DIGITAL INPUT Ua4 SALES AREA PIR #4 DIGITAL INPUT Ua5 SALES AREA SPACE CO2 (PPM)ANALOG INPUT Ua6 SALES AREA SPACE HUMIDITY (RH)ANALOG INPUT DO1 RELAY1 - LIGHTING ZONE A DIGITAL OUTPUT DO2 RELAY2 - LIGHTING ZONE B DIGITAL OUTPUT DO3 RELAY3 - LIGHTING ZONE C DIGITAL OUTPUT DO4 RELAY4 - LIGHTING ZONE D DIGITAL OUTPUT DO5 RELAY5 - LIGHTING ZONE E DIGITAL OUTPUT DO6 RELAY6 - LIGHTING ZONE F DIGITAL OUTPUT DO7 RELAY7 - LIGHTING ZONE G DIGITAL OUTPUT DO8 RELAY8 - LIGHTING ZONE H DIGITAL OUTPUT SPACE CO2/HUMIDITY SENSOR DETAIL - [PART # KC02-RH-W-V] - TYPICAL OF 1 (ONE) PER SITE - MOUNT TO COLUMN ADJACENT TO RTU SPACE TEMPERATURE SENSOR 24VAC + 24VAC - CO2 + CO2 - RH + RH - P1.05 18/4 RED BLK WHT GRN JUMPER INSTALLED BY E.C. Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 3 8 4 2 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T T.0.302 INITIALS MA I N I N T E R F A C E P A N E L PE R I P H E R A L S 3/ 5 / 2 0 2 5 3 : 3 7 : 2 5 P M V 2 . 0 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 BLK RED RED BLK&GRN RED BLK RED BLK WHT BL K WH T RE D + I N F I N E T RE T 1N 5 SP W R SPACE TEMP - T.C.E.C. TO MOUNT SPACE SENSOR 5' AFF. - SEE DRAWING T.0.100 FOR LOCATION. RED BLK SUPPLY AIR TEMP ~ ~ ~ RE D BL K SUPPLY FAN STATUS ~ ~ ~ - OUTDOOR AIR TEMPERATURE SENSOR (WITH OPTIONAL PHOTOCELL WHERE APPLICABLE) - INSTALLER TO MOUNT OA SENSOR ON NORTH SIDE OF NORTHERN MOST ROOFTOP UNIT, AWAY FROM FROM THE UNIT'S CONDENSER SECTION OR ANY UNIT EXHAUST AIR, AND CLEAR OF ANY UNIT SERVICE ACCESS DOORS. IF NECESSARY TO MEET THESE REQUIREMENTS, THE SENSOR MAY BE MOUNTED ON CONDUIT STUBBED UP AT LEAST 24" ABOVE THE TOP OF THE ROOFTOP UNIT. - SENSOR TO BE MOUNTED AWAY FROM ARTIFICIAL BUILDING LIGHTS. - 1 (ONE) OA SENSOR ASSEMBLY PROVIDED AND INSTALLED PER SITE. - OA SENSOR ASSEMBLY WILL ALWAYS INCLUDE THE OA TEMPERATURE THERMISTOR. THE OUTDOOR PHOTOCELL HOWEVER IS AN OPTIONAL ELEMENT, AND WILL ONLY BE INCLUDED FOR SITES WHERE REQUIRED (LIGHTING CONTROL SEQUENCE DEPENDENT OPTION). IF NO PHOTOCELL IS INSTALLED, THEN CAP AND TAPE ANY UNUSED CONDUCTORS FROM THE 18AWG-4C CABLE PULL. CUT SIDE VIEW STAINLESS STEEL SENSOR PROBE INTERIOR OF DUCT CURRENT SWITCH - SUPPLIED BY SODEXO ROTH - MOUNT IN ELECTRICAL SECTION, ADJACENT TO FAN CONTACTOR - WIRE AS SHOWN LOAD SIDELINE SIDE 3-POLE CONTACTOR TAPE BACK GREEN TAPE BACK GREEN SUPPLY AIR SENSOR CONTROL SECTION BURNER SECTION TEST2 15 16 17 18 19 20 1TEST 6 5 4 3 2 1 12 11 13 14 9 10 8 7 SARA SUPPLY AIR RETURN AIR EVAPORATOR FAN MOTOR B3851 MOUNT INSIDE OF RTU WITH EXISTING CONTROLS. NOTE - DO NOT MOUNT ON ACCESS PANELS. - ALL WIRING MUST ENTER RTU INSIDE ROOF CURB. - PROVIDE RUBBER GROMMETS AND SEAL ALL CABLE PENETRATIONS INSIDE RTU. - DO NOT COVER UNITS MODEL # OR TAGS. - MOUNT B3851 IN CONTROL SECTION OF RTU - DO NOT MOUNT B3851 IN FAN COMPARTMENT. ENCLOSURE BLK RED WHT GRN WEATHER PROOF ENCLOSURE 10' MIN FROM ANY OVERHANGS OR ADJACENT WALLS PHOTOCELL (OPTIONAL ELEMENT INCLUDED IN SENSOR ASSEMBLY FOR SITES WHERE REQUIRED) THERMISTOR LOCATED IN PLASTIC SHIELD 10' MIN FROM ANY EXHAUST AIR VENTS WHT IN 56 IN 310 IN 4 RET12 11 SENSORSMART IN 1 IN 2 RET 8 9 7 RET PWR4 5 RESET CPU 24 VAC ~ 50/60 HZ20 VA 3 L 2 N 1 AC POWER OUT 2 OUT 3 - ON C + ON OUT 4 14 13 16+ 15 - + 17 18 b3 851 Andover Controls TD OUT 1 21- - + 19 20 PORT SERVICE RD INFINET +22 SHLD - 24 23 OUT 1 2 3 4+ 4 - DESCRIPTIONIN 1 2 3 4 5 DESCRIPTION b3851 R#.03 18/2 R#.05 18/4 R#.01 18/4 R#.04 18/2 OA TEMP PHOTOCELL SUPPLY AIR TEMP FAN STATUS SPACE TEMP FAN S/S (G) IAQ OCC (OCP) COOL STG1 (Y1) HEAT STG1 (W1) STAGE 2 RELAY Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T T.0.400 INITIALS TY P I C A L R T U C O N T R O L L E R IN P U T W I R I N G 3/ 5 / 2 0 2 5 9 : 1 6 : 1 0 A M V 2 . 0 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 GRN BLK SHLD WHT GRN TO UNITS GROUNDING LUG PURP YEL WHT/BLU NOTE: - CONTROLLER WILL BE SUPPLIED PRE-WIRED WITH RELAY ATTACHED. - 6 FT WIRE WIP WILL ALSO BE SUPPLIED/PRE-WIRED. - EC TO MOUNT AND MAKE FINAL TERMINATIONS ON RTU LOW VOLTAGE CONTROL TERMINAL STRIP (IF APPLICABLE) OR EQUIVALENT WIRE TERMINATIONS AS DETAILED BY THE RTU MANUFACTURER'S CONTROL WIRING DOCUMENTATION. - SHOULD A CONVENTIONAL THERMOSTAT INTERFACE CARD BE REQUIRED, IT SHALL BE PROVIDED AND INSTALLED BY THE AMERICAN EAGLES INC. MECHANICAL CONTRACTOR. BLK SHLD WHT EXAMPLE COMMUNICATION WIRE TERMINATIONS FOR RTU-1. "BACNET" WIRE TAG NUMBERS WILL CHANGE FOR SUBSEQUENT RTU CONTROLLERS IN SEQUENCE. SEE T.0.100 FOR COMMUNICATION WIRE RUN QUANTITY. NEUTRAL/COMMON 24 VAC/LINE 24 VAC/LINE NEUTRAL/COMMON CONFIRM THAT THE RTU HAS A GOOD EARTH GROUND CONNECTION TO THE ELECTRICAL SERVICE. 24 GA. SHIELDED COMM CABLE FROM MAIN INTERFACE PANEL (OR PREVIOUS RTU IN SEQUENCE) 24 GA. SHIELDED COMM CABLE TO RTU-2 (OR NEXT RTU IN SEQUENCE) Org Wht/Yel Comm N/O Brn Comm Prp 24 Vac/dc Wht/Blu N/C Gry N/O 120 Vac Wht/Bk YEL Comm N/C Blu UNIT CONTROL TRANSFORMER 24VAC HIGH VOLTAGEH1 H2 X1 X2LOW VOLTAGE 509219 RED (R) GREEN (G) YELLOW (Y1) BLUE (OCP) WHITE (W1) ORANGE (Y2) BROWN (W2) BLACK (C) ORANGE BROWN WHT/YEL (COM) (R) (G) (W1) (W2) (Y2) +24 VAC (R) GREEN ORANGE BROWN RED RTU LOW VOLTAGE INTERFACE TERMINAL BLOCK RTU FACTORY TERMINALS FOR CONVENTIONAL THERMOSTAT INTERFACE. (C)BLACK WHITE YELLOW (Y1) (OCP)BLUE IN 56 IN 310 IN 4 RET12 11 SENSORSMART IN 1 IN 2 RET 8 9 7 RET PWR4 5 RESET CPU 24 VAC ~ 50/60 HZ20 VA 3 L 2 N 1 AC POWER OUT 2 OUT 3 - ON C + ON OUT 4 14 13 16+ 15 - + 17 18 b3 851 Andover Controls TD OUT 1 21- - + 19 20 PORT SERVICE RD INFINET +22 SHLD - 24 23 OUT 1 2 3 4+ 4 - DESCRIPTIONIN 1 2 3 4 5 DESCRIPTION b3851 R#.06 18/8 C1 BACnet C2 BACnet * (OCP) NOTE: FOR ROOFTOP UNITS EQUIPPED WITH A FACTORY "OCP" (IAQ OCCUPANCY) TERMINAL. CAP, TAPE, AND TIE BACK BLUE WIRE FROM EMS CONTROLLER IF NOT APPLICABLE. 24 VAC COMMON (C) FAN (G) HEAT STAGE 1 (W1) HEAT STAGE 2 (W2) COOL STAGE 1 (Y1) COOL STAGE 2 (Y2) *OCP (IAQ OCCUPANCY) OA TEMP PHOTOCELL SUPPLY AIR TEMP FAN STATUS SPACE TEMP FAN S/S (G) IAQ OCC (OCP) COOL STG1 (Y1) HEAT STG1 (W1) STAGE 2 RELAY 5 Drawing No. Store No. Sp a c e # 77 H o t M e t a l S t r e e t Pi t t s b u r g h , P A 1 5 2 0 3 (4 1 2 ) - 4 3 2 - 3 3 0 0 Drawn by: RE V DA T E TY P E DE S C R I P T I O N IN I T 2053 74 8 - L SH O P S A T S A N T A A N I T A AR C A D I A , C A 9 1 0 0 7 AM E R I C A N E A G L E O U T F I T T E R S , I N C . AE O / A E R I E / O F F L I N E b y A e r i e SU I T E 5 2 7 4 47 9 - 6 3 6 - 5 0 0 4 RO G E R S , A R 7 2 7 5 6 18 0 5 N 2 N D S T R E E T T.0.401 INITIALS TY P I C A L R T U C O N T R O L L E R OU T P U T W I R I N G 3/ 5 / 2 0 2 5 9 : 1 6 : 1 2 A M V 2 . 0 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *Demising wall has been demoed, and tenant plans were to align with LL set. *ADD NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *ADD NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *ADD NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural architect. Riderwood USA, Inc. Signed Fernando De Santiago Date 4/28/2025 Structural Calculations Steel Stockroom Shelving By American Eagle Outfitters AEO Store #2053 American Eagle / Aerie / Offline by Aerie – Store #2053 Shops at Santa Anita Mall 400 S Baldwin Ave – Space #748-L Arcadia, California 91007 Prepared For: American Eagle Outfitters 77 Hot Metal Street – 6th Floor Pittsburgh, PA 15203 Please note the calculations contained within justify the seismic resistance of the shelving for both vertical and lateral forces as required by the 2018 BCBC and ANSI/RMI-MH16.1-2012. These storage shelves are not accessible to the general public. 06/30/25 Rolf Armstrong Digitally signed by Rolf ArmstrongDN: E=rolfarmstrong@cushingterrell.com, CN=Rolf Armstrong, OU=Users, OU=Bend, DC=ctagroup, DC=netDate: 2024.11.05 11:19:59-08'00' ASCE Hazards Report Address: 400 S Baldwin Ave Arcadia, California 91007 Standard:ASCE/SEI 7-16 Latitude:34.135076 Risk Category:II Longitude:-118.050815 Soil Class:D - Default (see Section 11.4.3) Elevation:489.3096820096153 ft (NAVD 88) Page 1 of 3https://ascehazardtool.org/Thu Oct 24 2024 SS : 2.018 S1 : 0.721 Fa : 1.2 Fv : N/A SMS : 2.421 SM1 : N/A SDS : 1.614 SD1 : N/A TL : 8 PGA : 0.878 PGA M : 1.054 FPGA : 1.2 Ie : 1 Cv : 1.5 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Thu Oct 24 2024 Page 2 of 3https://ascehazardtool.org/Thu Oct 24 2024 CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 11 Unbraced Length,x = 12.000 in Average Vertical Shelf Spacing = 11.50 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?2 Top Shelf Loaded?YES Mobile Anchor Spacing?22.50 in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?YES Shelving Loading - Live Load per Shelf = 1.80 psf Maximum Weight per Shelf = 5 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 82 lbs Total Load On Each Unit = 214 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 29 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC PIPP MOBILE STORAGE SYSTEMS INC. 4A-10 UNITS Display On Plaque Near Shelving Units STEEL STORAGE SHELVING - LIGHT RETAIL 16 Ga. Channel Post DRS (Retail Shelf)FIXED & MOBILE Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Ground Flr Conc Slab 2500 psi NWC Concrete Shelving is NOT accessible to public – Default Worst Case Assumed 3/8"φ KB-TZ2 w/ 2.000" Embedment Ground Floor American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 9.9 lbs Total Live Load per Level = 5 lbs Lateral DL Force per Level = 3.6 lbs Lateral LL Force per Level = 1.8 lbs 67% of LL Force per Level = 1.2 lbs Total DL Base Shear = 39.9 lbs Total LL Base Shear = 20.2 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:8993 in-lbs Total Base Shear = 53.4 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:7315 in-lbs Total Base Shear = 41.7 lbs LC #2 Does NOT Govern Load:% Per Shelf:Load:% Per Shelf:Force #: LC #1: LC #2: h1 = 2 in 13 lbs 0.3%10 lbs 0.3% F1 = 0.2 lbs 0.1 lbs h2 = 14 in 13 lbs 2.1%10 lbs 1.9% F2 = 1.1 lbs 0.8 lbs h3 = 26 in 13 lbs 3.8%10 lbs 3.5% F3 = 2.0 lbs 1.5 lbs h4 = 38 in 13 lbs 5.6%10 lbs 5.1% F4 = 3.0 lbs 2.1 lbs h5 = 50 in 13 lbs 7.4%10 lbs 6.7% F5 = 3.9 lbs 2.8 lbs h6 = 62 in 13 lbs 9.1%10 lbs 8.4% F6 = 4.9 lbs 3.5 lbs h7 = 74 in 13 lbs 10.9%10 lbs 10.0% F7 = 5.8 lbs 4.2 lbs h8 = 86 in 13 lbs 12.6%10 lbs 11.6% F8 = 6.8 lbs 4.8 lbs h9 = 98 in 13 lbs 14.4%10 lbs 13.2% F9 = 7.7 lbs 5.5 lbs h10 = 110 in 13 lbs 16.2%10 lbs 14.8% F10 = 8.6 lbs 6.2 lbs h11 = 120 in 13 lbs 17.6%15 lbs 24.4% F11 = 9.4 lbs 10.2 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 53.4 lbs 41.7 lbs By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. Shelf Heights: Load Case #1: Load Case #2: Lateral Force/Shelf: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 37.8 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 26.7 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 9.0 ksi Column Deflection Calculations - Max Deflection = 0.056 in At top of Unit Deflection Ratio = 2136 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 107 lbs Column Axial Calculations - Per "L" Post DL + PL = 75 lbs RMI Load Combination #1 DL + PL + EQ = 243 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 26.0 ksi Allowable Comp. Stress = 15.9 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 2725 lbs Allowable Column Capacity = 1514 lbs Static Axial Load on Column = 75 lbs Combined Bending And Axial Forces - Critical Buckling Load = 32600 lbs Axial Stress Unity = 0.161 Magnification Factor = 0.996 Bending Stress Unity = 0.388 Cm = 0.85 Combined Stress Unity = 0.549 Column is Adequate Bending Stress OK Deflection OK Screw OK Axial Load OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 145 59 47 415 56 359 59 538 LC2 114 46 37 335 44 291 46 437 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.372 LC2: 0.302 Anti-Tip Track Design - Type of Anti-Tip Device = Arm and Track Tension per Carriage Anchor = 1076 lbs Combined Loading = 0.743 Tension per Shelf Post = 256 lbs Capacity of Screws to Carriage = 424 lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = 38.02 ksi Anti-Tip Stress Unity = 0.944 Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 22.50 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = 15.48 ksi Track Stress Unity = 0.737 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Floor anchors are adequate Fy = 53.700 ksi Fu = 63.800 ksi Fty = 35.000 ksi Ftu = 38.000 ksi (1) 1/4-in screw is adequate Bending Stress OK Bending Stress OK 2500 psi NWC Concrete Load Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, T USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 1.80 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 18 lbs Distributed Load = 2.2 plf Maximum Design Moment = 4.4 ft-lbs Maximum Design Shear = 4.4 lbs Beam Bending Stress = 1.0 ksi Bending Stress Unity = 0.052 Beam Shear Stress = 0.03 ksi Shear Stress Unity = 0.002 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.023 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 2.2 lbs Resultant Shear = 85.9 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 4.2 lbs Vertical Total Load per Shelf = 13.2 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -3.7 lbs Uplift Forcer per Connection = -3.7 lbs DRS (Retail Shelf) No Attachment Req'd Bending Stress OK Spanner Beam Rivet Check: Bearing Stress OK Shear Stress OK Shelf Beam Calculations: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 145 lbs Lateral Force at Top/Bottom = 53 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 18 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 53.4 lbs Length of Strap? 6.52 ft Tension Force into Brace = 87.1 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 2.9 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.147 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.20 Use (1) Tek Screw at Each End Strapping OK Screw Capacity OK 52.163 deg American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 17.8 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 280.1 ft-lbs Maximum Design Shear = 64.5 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 12.54 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.25 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.61 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) Bending Stress OK Shear Stress OK Axial Stress OK Combined Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 54 lbs Dead Load 28 lbs Live Load 156 lbs EQ Load Uplift Loads on Post = 538 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 331 lbs Required Bearing Area = 68.36 in2 8.27 inches per side Critical Section = 1.35 in For Bending Soil Pressure on Crit. Section = 698.1 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 3.7 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 1.7 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 11.96 ft2 Length of Slab Req'd = 2.99 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 2.99 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 1.49 ft Length of 1ft Strip = 2.99 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 209.3 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 78.2 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 4 Unbraced Length,x = 22.000 in Average Vertical Shelf Spacing = 38.63 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?2 Top Shelf Loaded?YES Mobile Anchor Spacing?22.50 in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?NO Shelving Loading - Live Load per Shelf = 6.50 psf Maximum Weight per Shelf = 30 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 86 lbs Total Load On Each Unit = 223 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 30 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed Ground Floor 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4B-10 UNITS 16 Ga. Channel Post DRS (Retail Shelf)MOBILE American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 13.2 lbs Total Live Load per Level = 30 lbs Lateral DL Force per Level = 4.8 lbs Lateral LL Force per Level = 11.0 lbs 67% of LL Force per Level = 7.4 lbs Total DL Base Shear = 19.3 lbs Total LL Base Shear = 44.1 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:7250 in-lbs Total Base Shear = 48.9 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:6468 in-lbs Total Base Shear = 30.3 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 33 lbs 0.9%13 lbs 0.4% F1 = 0.4 lbs 0.1 lbs h2 = 24 in 33 lbs 11.0%13 lbs 4.9% F2 = 5.4 lbs 1.5 lbs h3 = 72 in 33 lbs 33.0%13 lbs 14.6% F3 = 16.1 lbs 4.4 lbs h4 = 120 in 33 lbs 55.0%43 lbs 80.1% F4 = 26.9 lbs 24.3 lbs h5 = 0 in 0 lbs 0.0%0 lbs 0.0% F5 = 0.0 lbs 0.0 lbs h6 = 0 in 0 lbs 0.0%0 lbs 0.0% F6 = 0.0 lbs 0.0 lbs h7 = 0 in 0 lbs 0.0%0 lbs 0.0% F7 = 0.0 lbs 0.0 lbs h8 = 0 in 0 lbs 0.0%0 lbs 0.0% F8 = 0.0 lbs 0.0 lbs h9 = 0 in 0 lbs 0.0%0 lbs 0.0% F9 = 0.0 lbs 0.0 lbs h10 = 0 in 0 lbs 0.0%0 lbs 0.0% F10 = 0.0 lbs 0.0 lbs h11 = 0 in 0 lbs 0.0%0 lbs 0.0% F11 = 0.0 lbs 0.0 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 48.9 lbs 30.3 lbs Shelf Heights: Load Case #1: Load Case #2: Lateral Force/Shelf: By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 34.6 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 24.4 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 8.2 ksi Column Deflection Calculations - Max Deflection = 0.048 in At top of Unit Deflection Ratio = 2489 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 91 lbs Column Axial Calculations - Per "L" Post DL + PL = 67 lbs RMI Load Combination #1 DL + PL + EQ = 218 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 26.0 ksi Allowable Comp. Stress = 11.8 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 2031 lbs Allowable Column Capacity = 1128 lbs Axial Load on Column = 67 lbs Combined Bending And Axial Forces - Critical Buckling Load = 9699 lbs Axial Stress Unity = 0.193 Magnification Factor = 0.988 Bending Stress Unity = 0.358 Cm = 0.85 Combined Stress Unity = 0.551 Column is Adequate Bending Stress OK Deflection OK Screw OK Axial Load OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 133 54 43 414 51 363 54 544 LC2 83 33 27 300 32 268 33 402 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.376 LC2: 0.277 Anti-Tip Track Design - Type of Anti-Tip Device = Arm and Track Tension per Carriage Anchor = 1088 lbs Combined Loading = 0.751 Tension per Shelf Post = 258 lbs Capacity of Screws to Carriage = 424 lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = 38.27 ksi Anti-Tip Stress Unity = 0.950 Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 22.50 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = 15.58 ksi Track Stress Unity = 0.742 Floor anchors are adequate Floor anchors are adequate Shear Force per Anchor, V Tension Force per Anchor, T USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr Net Overturning Moment, Mn (1) 1/4-in screw is adequate Bending Stress OK Bending Stress OK Fy = 53.700 ksi Fu = 63.800 ksi Fty = 35.000 ksi Ftu = 38.000 ksi Load Combination Total Weight, W 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ 𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 6.50 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 43 lbs Distributed Load = 5.333333 plf Maximum Design Moment = 10.7 ft-lbs Maximum Design Shear = 10.7 lbs Beam Bending Stress = 2.5 ksi Bending Stress Unity = 0.126 Beam Shear Stress = 0.08 ksi Shear Stress Unity = 0.006 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.055 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 5.3 lbs Resultant Shear = 86.1 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 12.3 lbs Vertical Total Load per Shelf = 33.3 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -7.7 lbs Uplift Forcer per Connection = -7.7 lbs No Attachment Req'd Bending Stress OK Shelf Beam Calculations:DRS (Retail Shelf) Spanner Beam Rivet Check: Bearing Stress OK Shear Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 133 lbs Lateral Force at Top/Bottom = 49 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 16 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 48.9 lbs Length of Strap? 6.52 ft Tension Force into Brace = 79.7 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 2.7 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.134 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.19 Use (1) Tek Screw at Each End Strapping OK N/A 52.163 deg American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 16.3 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 274.4 ft-lbs Maximum Design Shear = 63.5 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 12.29 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.24 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.60 N/A TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) N/A N/A N/A American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 26 lbs Dead Load 60 lbs Live Load 155 lbs EQ Load Uplift Loads on Post = 544 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 349 lbs Required Bearing Area = 69.55 in2 8.34 inches per side Critical Section = 1.39 in For Bending Soil Pressure on Crit. Section = 723.1 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 3.9 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 1.8 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 12.09 ft2 Length of Slab Req'd = 3.02 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 3.02 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 1.51 ft Length of 1ft Strip = 3.02 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 211.6 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 79.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 5 Unbraced Length,x = 12.000 in Average Vertical Shelf Spacing = 29.00 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?2 Top Shelf Loaded?YES Mobile Anchor Spacing?22.50 in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?NO Shelving Loading - Live Load per Shelf = 3.70 psf Maximum Weight per Shelf = 15 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 68 lbs Total Load On Each Unit = 186 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 25 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4E-10 UNITS 16 Ga. Channel Post MOBILE DRS (Retail Shelf) Ground Floor 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 12.1 lbs Total Live Load per Level = 15 lbs Lateral DL Force per Level = 4.5 lbs Lateral LL Force per Level = 5.5 lbs 67% of LL Force per Level = 3.7 lbs Total DL Base Shear = 22.3 lbs Total LL Base Shear = 27.5 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:7540 in-lbs Total Base Shear = 40.7 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:5923 in-lbs Total Base Shear = 27.8 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 22 lbs 0.6%12 lbs 0.4% F1 = 0.2 lbs 0.1 lbs h2 = 14 in 22 lbs 4.1%12 lbs 2.9% F2 = 1.7 lbs 0.8 lbs h3 = 96 in 22 lbs 28.2%12 lbs 19.7% F3 = 11.5 lbs 5.5 lbs h4 = 108 in 22 lbs 31.8%12 lbs 22.1% F4 = 12.9 lbs 6.1 lbs h5 = 120 in 22 lbs 35.3%27 lbs 55.0% F5 = 14.4 lbs 15.3 lbs h6 = 0 in 0 lbs 0.0%0 lbs 0.0% F6 = 0.0 lbs 0.0 lbs h7 = 0 in 0 lbs 0.0%0 lbs 0.0% F7 = 0.0 lbs 0.0 lbs h8 = 0 in 0 lbs 0.0%0 lbs 0.0% F8 = 0.0 lbs 0.0 lbs h9 = 0 in 0 lbs 0.0%0 lbs 0.0% F9 = 0.0 lbs 0.0 lbs h10 = 0 in 0 lbs 0.0%0 lbs 0.0% F10 = 0.0 lbs 0.0 lbs h11 = 0 in 0 lbs 0.0%0 lbs 0.0% F11 = 0.0 lbs 0.0 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 40.7 lbs 27.8 lbs Load Case #1: Load Case #2: Lateral Force/Shelf: Shelf Heights: By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 28.8 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 20.4 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 6.9 ksi Column Deflection Calculations - Max Deflection = 0.043 in At top of Unit Deflection Ratio = 2760 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 82 lbs Column Axial Calculations - Per "L" Post DL + PL = 56 lbs RMI Load Combination #1 DL + PL + EQ = 201 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 26.0 ksi Allowable Comp. Stress = 15.9 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 2725 lbs Allowable Column Capacity = 1514 lbs Axial Load on Column = 56 lbs Combined Bending And Axial Forces - Critical Buckling Load = 32600 lbs Axial Stress Unity = 0.133 Magnification Factor = 0.997 Bending Stress Unity = 0.296 Cm = 0.85 Combined Stress Unity = 0.429 Bending Stress OK Deflection OK Screw OK Axial Load OK Column is Adequate American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 111 45 36 389 43 346 45 520 LC2 76 31 24 278 29 248 31 373 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.359 LC2: 0.257 Anti-Tip Track Design - Type of Anti-Tip Device = Arm and Track Tension per Carriage Anchor = 1039 lbs Combined Loading = 0.718 Tension per Shelf Post = 245 lbs Capacity of Screws to Carriage = 424 lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = 36.38 ksi Anti-Tip Stress Unity = 0.903 Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 22.50 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = 14.81 ksi Track Stress Unity = 0.705 Load Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, T Ftu = 38.000 ksi Bending Stress OK Floor anchors are adequate (1) 1/4-in screw is adequate Fy = 53.700 ksi Fu = 63.800 ksi Bending Stress OK Fty = 35.000 ksi 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 3.70 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 28 lbs Distributed Load = 3.466667 plf Maximum Design Moment = 6.9 ft-lbs Maximum Design Shear = 6.9 lbs Beam Bending Stress = 1.6 ksi Bending Stress Unity = 0.082 Beam Shear Stress = 0.05 ksi Shear Stress Unity = 0.004 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.036 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 3.5 lbs Resultant Shear = 86.0 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 7.4 lbs Vertical Total Load per Shelf = 22.2 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -5.9 lbs Uplift Forcer per Connection = -5.9 lbs Shelf Beam Calculations:DRS (Retail Shelf) Bending Stress OK Spanner Beam Rivet Check: Bearing Stress OK Shear Stress OK No Attachment Req'd American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 111 lbs Lateral Force at Top/Bottom = 41 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 14 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 40.7 lbs Length of Strap? 6.52 ft Tension Force into Brace = 66.4 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 2.2 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.112 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.16 Use (1) Tek Screw at Each End N/A 52.163 deg Strapping OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 13.6 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 264.2 ft-lbs Maximum Design Shear = 61.8 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 11.83 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.24 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.58 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) N/A N/A N/A N/A American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 30 lbs Dead Load 38 lbs Live Load 146 lbs EQ Load Uplift Loads on Post = 520 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 305 lbs Required Bearing Area = 61.56 in2 7.85 inches per side Critical Section = 1.14 in For Bending Soil Pressure on Crit. Section = 713.1 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 3.4 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 1.2 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 11.55 ft2 Length of Slab Req'd = 2.89 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 2.89 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 1.44 ft Length of 1ft Strip = 2.89 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 202.1 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 73.0 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 15 Unbraced Length,x = 8.000 in Average Vertical Shelf Spacing = 8.25 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?2 Top Shelf Loaded?YES Mobile Anchor Spacing?22.50 in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?NO Shelving Loading - Live Load per Shelf = 0.80 psf Maximum Weight per Shelf = 0 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 70 lbs Total Load On Each Unit = 191 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 26 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4G-10 UNITS 16 Ga. Channel Post MOBILE DRS (Retail Shelf) Ground Floor 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 9.4 lbs Total Live Load per Level = 0 lbs Lateral DL Force per Level = 3.4 lbs Lateral LL Force per Level = 0.0 lbs 67% of LL Force per Level = 0.0 lbs Total DL Base Shear = 51.7 lbs Total LL Base Shear = 0.0 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:8269 in-lbs Total Base Shear = 51.7 lbs LC #1 Does NOT Govern LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:8269 in-lbs Total Base Shear = 51.7 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 9 lbs 0.2%9 lbs 0.2% F1 = 0.1 lbs 0.1 lbs h2 = 10 in 9 lbs 1.1%9 lbs 1.1% F2 = 0.6 lbs 0.6 lbs h3 = 18 in 9 lbs 2.0%9 lbs 2.0% F3 = 1.1 lbs 1.1 lbs h4 = 26 in 9 lbs 2.9%9 lbs 2.9% F4 = 1.5 lbs 1.5 lbs h5 = 34 in 9 lbs 3.9%9 lbs 3.9% F5 = 2.0 lbs 2.0 lbs h6 = 42 in 9 lbs 4.8%9 lbs 4.8% F6 = 2.5 lbs 2.5 lbs h7 = 50 in 9 lbs 5.7%9 lbs 5.7% F7 = 2.9 lbs 2.9 lbs h8 = 58 in 9 lbs 6.6%9 lbs 6.6% F8 = 3.4 lbs 3.4 lbs h9 = 66 in 9 lbs 7.5%9 lbs 7.5% F9 = 3.9 lbs 3.9 lbs h10 = 74 in 9 lbs 8.4%9 lbs 8.4% F10 = 4.3 lbs 4.3 lbs h11 = 82 in 9 lbs 9.3%9 lbs 9.3% F11 = 4.8 lbs 4.8 lbs h12 = 90 in 9 lbs 10.2%9 lbs 10.2% F12 = 5.3 lbs 5.3 lbs h13 = 100 in 9 lbs 11.3%9 lbs 11.3% F13 = 5.9 lbs 5.9 lbs h14 = 110 in 9 lbs 12.5%9 lbs 12.5% F14 = 6.4 lbs 6.4 lbs h15 = 120 in 9 lbs 13.6%9 lbs 13.6% F15 = 7.0 lbs 7.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 51.7 lbs 51.7 lbs Load Case #1: Load Case #2: Lateral Force/Shelf: Shelf Heights: By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 36.6 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 25.8 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 8.7 ksi Column Deflection Calculations - Max Deflection = 0.052 in At top of Unit Deflection Ratio = 2309 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 99 lbs Column Axial Calculations - Per "L" Post DL + PL = 66 lbs RMI Load Combination #1 DL + PL + EQ = 233 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 26.0 ksi Allowable Comp. Stress = 17.6 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 3025 lbs Allowable Column Capacity = 1681 lbs Axial Load on Column = 66 lbs Combined Bending And Axial Forces - Critical Buckling Load = 73350 lbs Axial Stress Unity = 0.139 Magnification Factor = 0.998 Bending Stress Unity = 0.375 Cm = 0.85 Combined Stress Unity = 0.513 Bending Stress OK Deflection OK Screw OK Axial Load OK Column is Adequate American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 141 57 45 381 54 327 57 490 LC2 141 57 45 381 54 327 57 490 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.339 LC2: 0.339 Anti-Tip Track Design - Type of Anti-Tip Device = Arm and Track Tension per Carriage Anchor = 981 lbs Combined Loading = 0.677 Tension per Shelf Post = 234 lbs Capacity of Screws to Carriage = 424 lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = 34.73 ksi Anti-Tip Stress Unity = 0.862 Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 22.50 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = 14.14 ksi Track Stress Unity = 0.673 Load Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, T Ftu = 38.000 ksi Bending Stress OK Floor anchors are adequate (1) 1/4-in screw is adequate Fy = 53.700 ksi Fu = 63.800 ksi Bending Stress OK Fty = 35.000 ksi 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 0.80 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 12 lbs Distributed Load = 1.533333 plf Maximum Design Moment = 3.1 ft-lbs Maximum Design Shear = 3.1 lbs Beam Bending Stress = 0.7 ksi Bending Stress Unity = 0.036 Beam Shear Stress = 0.02 ksi Shear Stress Unity = 0.002 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.016 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 1.5 lbs Resultant Shear = 85.9 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 2.6 lbs Vertical Total Load per Shelf = 9.4 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -3.0 lbs Uplift Forcer per Connection = -3.0 lbs Shelf Beam Calculations:DRS (Retail Shelf) Bending Stress OK Spanner Beam Rivet Check: Bearing Stress OK Shear Stress OK No Attachment Req'd American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 141 lbs Lateral Force at Top/Bottom = 52 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 17 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 51.7 lbs Length of Strap? 6.52 ft Tension Force into Brace = 84.2 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 2.8 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.142 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.20 Use (1) Tek Screw at Each End N/A 52.163 deg Strapping OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 17.2 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 277.9 ft-lbs Maximum Design Shear = 64.1 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 12.44 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.24 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.61 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) N/A N/A N/A N/A American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 70 lbs Dead Load 0 lbs Live Load 143 lbs EQ Load Uplift Loads on Post = 490 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 288 lbs Required Bearing Area = 61.40 in2 7.84 inches per side Critical Section = 1.14 in For Bending Soil Pressure on Crit. Section = 676.6 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 3.2 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 1.1 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 10.90 ft2 Length of Slab Req'd = 2.72 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 2.72 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 1.36 ft Length of 1ft Strip = 2.72 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 190.7 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 64.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 4 Unbraced Length,x = 98.000 in Average Vertical Shelf Spacing = 38.63 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?2 Top Shelf Loaded?YES Mobile Anchor Spacing?22.50 in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?NO Shelving Loading - Live Load per Shelf = 1.80 psf Maximum Weight per Shelf = 5 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 36 lbs Total Load On Each Unit = 123 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 17 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed Ground Floor 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4H-10 UNITS 16 Ga. Channel Post DRS (Retail Shelf)MOBILE American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 13.2 lbs Total Live Load per Level = 5 lbs Lateral DL Force per Level = 4.8 lbs Lateral LL Force per Level = 1.8 lbs 67% of LL Force per Level = 1.2 lbs Total DL Base Shear = 19.3 lbs Total LL Base Shear = 7.3 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:5481 in-lbs Total Base Shear = 24.3 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:4968 in-lbs Total Base Shear = 21.2 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 17 lbs 0.6%13 lbs 0.5% F1 = 0.1 lbs 0.1 lbs h2 = 100 in 17 lbs 30.1%13 lbs 26.5% F2 = 7.3 lbs 5.6 lbs h3 = 110 in 17 lbs 33.1%13 lbs 29.1% F3 = 8.0 lbs 6.2 lbs h4 = 120 in 17 lbs 36.1%18 lbs 43.9% F4 = 8.8 lbs 9.3 lbs h5 = 0 in 0 lbs 0.0%0 lbs 0.0% F5 = 0.0 lbs 0.0 lbs h6 = 0 in 0 lbs 0.0%0 lbs 0.0% F6 = 0.0 lbs 0.0 lbs h7 = 0 in 0 lbs 0.0%0 lbs 0.0% F7 = 0.0 lbs 0.0 lbs h8 = 0 in 0 lbs 0.0%0 lbs 0.0% F8 = 0.0 lbs 0.0 lbs h9 = 0 in 0 lbs 0.0%0 lbs 0.0% F9 = 0.0 lbs 0.0 lbs h10 = 0 in 0 lbs 0.0%0 lbs 0.0% F10 = 0.0 lbs 0.0 lbs h11 = 0 in 0 lbs 0.0%0 lbs 0.0% F11 = 0.0 lbs 0.0 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 24.3 lbs 21.2 lbs Shelf Heights: Load Case #1: Load Case #2: Lateral Force/Shelf: By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 17.2 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 12.1 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 4.1 ksi Column Deflection Calculations - Max Deflection = 0.027 in At top of Unit Deflection Ratio = 4416 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 52 lbs Column Axial Calculations - Per "L" Post DL + PL = 30 lbs RMI Load Combination #1 DL + PL + EQ = 125 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 2.6 ksi Allowable Comp. Stress = 2.0 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 345 lbs Allowable Column Capacity = 191 lbs Axial Load on Column = 30 lbs Combined Bending And Axial Forces - Critical Buckling Load = 489 lbs Axial Stress Unity = 0.651 Magnification Factor = 0.890 Bending Stress Unity = 0.197 Cm = 0.85 Combined Stress Unity = 0.848 Column is Adequate Bending Stress OK Deflection OK Screw OK Axial Load OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 66 27 21 244 25 219 27 328 LC2 58 23 19 215 22 193 23 290 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.227 LC2: 0.200 Anti-Tip Track Design - Type of Anti-Tip Device = Arm and Track Tension per Carriage Anchor = 656 lbs Combined Loading = 0.453 Tension per Shelf Post = 154 lbs Capacity of Screws to Carriage = 424 lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = 22.93 ksi Anti-Tip Stress Unity = 0.569 Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 22.50 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = 9.33 ksi Track Stress Unity = 0.444 Floor anchors are adequate Floor anchors are adequate Shear Force per Anchor, V Tension Force per Anchor, T USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr Net Overturning Moment, Mn (1) 1/4-in screw is adequate Bending Stress OK Bending Stress OK Fy = 53.700 ksi Fu = 63.800 ksi Fty = 35.000 ksi Ftu = 38.000 ksi Load Combination Total Weight, W 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 1.80 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 18 lbs Distributed Load = 2.2 plf Maximum Design Moment = 4.4 ft-lbs Maximum Design Shear = 4.4 lbs Beam Bending Stress = 1.0 ksi Bending Stress Unity = 0.052 Beam Shear Stress = 0.03 ksi Shear Stress Unity = 0.002 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.023 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 2.2 lbs Resultant Shear = 85.9 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 4.2 lbs Vertical Total Load per Shelf = 16.5 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -5.7 lbs Uplift Forcer per Connection = -5.7 lbs No Attachment Req'd Bending Stress OK Shelf Beam Calculations:DRS (Retail Shelf) Spanner Beam Rivet Check: Bearing Stress OK Shear Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 66 lbs Lateral Force at Top/Bottom = 24 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 8 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 24.3 lbs Length of Strap? 6.52 ft Tension Force into Brace = 39.5 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 1.3 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.067 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.09 Use (1) Tek Screw at Each End Strapping OK N/A 52.163 deg American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 8.1 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 243.6 ft-lbs Maximum Design Shear = 58.4 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 10.91 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.22 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.54 N/A TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) N/A N/A N/A American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 26 lbs Dead Load 10 lbs Live Load 92 lbs EQ Load Uplift Loads on Post = 328 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 178 lbs Required Bearing Area = 36.83 in2 6.07 inches per side Critical Section = 0.25 in For Bending Soil Pressure on Crit. Section = 697.5 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 2.0 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 0.1 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 7.29 ft2 Length of Slab Req'd = 1.82 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 1.82 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 0.91 ft Length of 1ft Strip = 1.82 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 127.6 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 29.1 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 12 Unbraced Length,x = 14.000 in Average Vertical Shelf Spacing = 10.50 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?Top Shelf Loaded?YES Mobile Anchor Spacing?in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?YES Shelving Loading - Live Load per Shelf = 4.60 psf Maximum Weight per Shelf = 20 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 178 lbs Total Load On Each Unit = 407 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 55 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed Ground Floor 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4Q-10 UNITS 16 Ga. Channel Post DRS (Retail Shelf)FIXED American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 9.7 lbs Total Live Load per Level = 20 lbs Lateral DL Force per Level = 3.6 lbs Lateral LL Force per Level = 7.3 lbs 67% of LL Force per Level = 4.9 lbs Total DL Base Shear = 42.8 lbs Total LL Base Shear = 88.1 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:17756 in-lbs Total Base Shear = 101.9 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:9864 in-lbs Total Base Shear = 50.2 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 23 lbs 0.3%10 lbs 0.2% F1 = 0.3 lbs 0.1 lbs h2 = 16 in 23 lbs 2.1%10 lbs 1.6% F2 = 2.1 lbs 0.8 lbs h3 = 30 in 23 lbs 3.9%10 lbs 3.0% F3 = 4.0 lbs 1.5 lbs h4 = 40 in 23 lbs 5.2%10 lbs 3.9% F4 = 5.3 lbs 2.0 lbs h5 = 50 in 23 lbs 6.5%10 lbs 4.9% F5 = 6.6 lbs 2.5 lbs h6 = 60 in 23 lbs 7.8%10 lbs 5.9% F6 = 8.0 lbs 3.0 lbs h7 = 70 in 23 lbs 9.1%10 lbs 6.9% F7 = 9.3 lbs 3.5 lbs h8 = 80 in 23 lbs 10.4%10 lbs 7.9% F8 = 10.6 lbs 4.0 lbs h9 = 90 in 23 lbs 11.7%10 lbs 8.9% F9 = 11.9 lbs 4.4 lbs h10 = 100 in 23 lbs 13.0%10 lbs 9.9% F10 = 13.3 lbs 4.9 lbs h11 = 110 in 23 lbs 14.3%10 lbs 10.8% F11 = 14.6 lbs 5.4 lbs h12 = 120 in 23 lbs 15.6%30 lbs 36.2% F12 = 15.9 lbs 18.1 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 101.9 lbs 50.2 lbs Shelf Heights: Load Case #1: Load Case #2: Lateral Force/Shelf: By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 72.2 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 50.9 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 17.2 ksi Column Deflection Calculations - Max Deflection = 0.107 in At top of Unit Deflection Ratio = 1121 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 203 lbs Column Axial Calculations - Per "L" Post DL + PL = 164 lbs RMI Load Combination #1 DL + PL + EQ = 194 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 26.0 ksi Allowable Comp. Stress = 15.0 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 2569 lbs Allowable Column Capacity = 1427 lbs Axial Load on Column = 164 lbs Combined Bending And Axial Forces - Critical Buckling Load = 23951 lbs Axial Stress Unity = 0.136 Magnification Factor = 0.988 Bending Stress Unity = 0.747 Cm = 0.85 Combined Stress Unity = 0.883 Column is Adequate Bending Stress OK Deflection OK Screw OK Axial Load OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 277 112 90 0 107 0 112 0 LC2 137 55 44 0 53 0 55 0 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.065 LC2: 0.032 Anti-Tip Track Design - Type of Anti-Tip Device = NONE Tension per Carriage Anchor = N/A lbs Combined Loading = N/A Tension per Shelf Post = N/A lbs Capacity of Screws to Carriage = N/A lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = N/A ksi Anti-Tip Stress Unity = N/A Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 0.00 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = N/A ksi Track Stress Unity = N/A Floor anchors are adequate N/A Shear Force per Anchor, V Tension Force per Anchor, T USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr Net Overturning Moment, Mn N/A N/A N/A Fy = 53.700 ksi Fu = 63.800 ksi Fty = 35.000 ksi Ftu = 38.000 ksi Load Combination Total Weight, W 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 4.60 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 33 lbs Distributed Load = 4.066667 plf Maximum Design Moment = 8.1 ft-lbs Maximum Design Shear = 8.1 lbs Beam Bending Stress = 1.9 ksi Bending Stress Unity = 0.096 Beam Shear Stress = 0.06 ksi Shear Stress Unity = 0.005 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.042 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 4.1 lbs Resultant Shear = 86.0 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 9.0 lbs Vertical Total Load per Shelf = 23.1 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -4.8 lbs Uplift Forcer per Connection = -4.8 lbs No Attachment Req'd Bending Stress OK Shelf Beam Calculations:DRS (Retail Shelf) Spanner Beam Rivet Check: Bearing Stress OK Shear Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 277 lbs Lateral Force at Top/Bottom = 102 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 34 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 101.9 lbs Length of Strap? 6.52 ft Tension Force into Brace = 166.1 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 5.5 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.280 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.39 Use (1) Tek Screw at Each End Strapping OK Screw Capacity OK 52.163 deg American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 34.0 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 340.7 ft-lbs Maximum Design Shear = 74.6 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 15.26 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.28 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.74 Combined Stress OK TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) Bending Stress OK Shear Stress OK Axial Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 58 lbs Dead Load 120 lbs Live Load 0 lbs EQ Load Uplift Loads on Post = 0 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 262 lbs Required Bearing Area = 51.35 in2 7.17 inches per side Critical Section = 0.80 in For Bending Soil Pressure on Crit. Section = 734.6 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 2.9 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 0.6 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 0.00 ft2 Length of Slab Req'd = 0.00 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 0.67 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 0.33 ft Length of 1ft Strip = 0.67 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 46.7 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 3.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 5 Unbraced Length,x = 50.000 in Average Vertical Shelf Spacing = 29.00 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?Top Shelf Loaded?YES Mobile Anchor Spacing?in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?YES Shelving Loading - Live Load per Shelf = 10.30 psf Maximum Weight per Shelf = 50 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 155 lbs Total Load On Each Unit = 361 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 49 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4R-10 UNITS 16 Ga. Channel Post FIXED DRS (Retail Shelf) Ground Floor 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 12.1 lbs Total Live Load per Level = 50 lbs Lateral DL Force per Level = 4.5 lbs Lateral LL Force per Level = 18.4 lbs 67% of LL Force per Level = 12.3 lbs Total DL Base Shear = 22.3 lbs Total LL Base Shear = 91.8 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:16152 in-lbs Total Base Shear = 83.8 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:10293 in-lbs Total Base Shear = 40.6 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 46 lbs 0.6%12 lbs 0.2% F1 = 0.5 lbs 0.1 lbs h2 = 52 in 46 lbs 14.7%12 lbs 6.1% F2 = 12.3 lbs 2.5 lbs h3 = 80 in 46 lbs 22.6%12 lbs 9.4% F3 = 18.9 lbs 3.8 lbs h4 = 100 in 46 lbs 28.2%12 lbs 11.8% F4 = 23.7 lbs 4.8 lbs h5 = 120 in 46 lbs 33.9%62 lbs 72.4% F5 = 28.4 lbs 29.4 lbs h6 = 0 in 0 lbs 0.0%0 lbs 0.0% F6 = 0.0 lbs 0.0 lbs h7 = 0 in 0 lbs 0.0%0 lbs 0.0% F7 = 0.0 lbs 0.0 lbs h8 = 0 in 0 lbs 0.0%0 lbs 0.0% F8 = 0.0 lbs 0.0 lbs h9 = 0 in 0 lbs 0.0%0 lbs 0.0% F9 = 0.0 lbs 0.0 lbs h10 = 0 in 0 lbs 0.0%0 lbs 0.0% F10 = 0.0 lbs 0.0 lbs h11 = 0 in 0 lbs 0.0%0 lbs 0.0% F11 = 0.0 lbs 0.0 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 83.8 lbs 40.6 lbs Load Case #1: Load Case #2: Lateral Force/Shelf: Shelf Heights: By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 59.3 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 41.9 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 14.1 ksi Column Deflection Calculations - Max Deflection = 0.094 in At top of Unit Deflection Ratio = 1278 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 178 lbs Column Axial Calculations - Per "L" Post DL + PL = 126 lbs RMI Load Combination #1 DL + PL + EQ = 140 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 9.8 ksi Allowable Comp. Stress = 5.8 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 993 lbs Allowable Column Capacity = 552 lbs Axial Load on Column = 126 lbs Combined Bending And Axial Forces - Critical Buckling Load = 1878 lbs Axial Stress Unity = 0.253 Magnification Factor = 0.879 Bending Stress Unity = 0.690 Cm = 0.85 Combined Stress Unity = 0.944 Bending Stress OK Deflection OK Screw OK Axial Load OK Column is Adequate American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 228 92 74 0 88 0 92 0 LC2 111 45 36 0 43 0 45 0 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.053 LC2: 0.026 Anti-Tip Track Design - Type of Anti-Tip Device = NONE Tension per Carriage Anchor = N/A lbs Combined Loading = N/A Tension per Shelf Post = N/A lbs Capacity of Screws to Carriage = N/A lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = N/A ksi Anti-Tip Stress Unity = N/A Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 0.00 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = N/A ksi Track Stress Unity = N/A Load Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, T Ftu = 38.000 ksi N/A N/A N/A Fy = 53.700 ksi Fu = 63.800 ksi N/A Fty = 35.000 ksi 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 10.30 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 63 lbs Distributed Load = 7.866667 plf Maximum Design Moment = 15.7 ft-lbs Maximum Design Shear = 15.7 lbs Beam Bending Stress = 3.7 ksi Bending Stress Unity = 0.185 Beam Shear Stress = 0.12 ksi Shear Stress Unity = 0.009 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.081 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 7.9 lbs Resultant Shear = 86.3 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 18.7 lbs Vertical Total Load per Shelf = 45.6 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -8.6 lbs Uplift Forcer per Connection = -8.6 lbs Shelf Beam Calculations:DRS (Retail Shelf) Bending Stress OK Spanner Beam Rivet Check: Bearing Stress OK Shear Stress OK No Attachment Req'd American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 228 lbs Lateral Force at Top/Bottom = 84 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 28 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 83.8 lbs Length of Strap? 6.52 ft Tension Force into Brace = 136.6 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 4.6 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.230 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.32 Use (1) Tek Screw at Each End Screw Capacity OK 52.163 deg Strapping OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 27.9 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 318.1 ft-lbs Maximum Design Shear = 70.8 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 14.24 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.27 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.69 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) Bending Stress OK Shear Stress OK Axial Stress OK Combined Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 30 lbs Dead Load 125 lbs Live Load 0 lbs EQ Load Uplift Loads on Post = 0 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 236 lbs Required Bearing Area = 44.73 in2 6.69 inches per side Critical Section = 0.56 in For Bending Soil Pressure on Crit. Section = 761.0 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 2.7 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 0.3 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 0.00 ft2 Length of Slab Req'd = 0.00 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 0.67 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 0.33 ft Length of 1ft Strip = 0.67 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 46.7 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 3.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 5 Unbraced Length,x = 40.000 in Average Vertical Shelf Spacing = 29.00 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?Top Shelf Loaded?YES Mobile Anchor Spacing?in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?YES Shelving Loading - Live Load per Shelf = 12.10 psf Maximum Weight per Shelf = 60 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 180 lbs Total Load On Each Unit = 411 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 56 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4S-10 UNITS 16 Ga. Channel Post FIXED DRS (Retail Shelf) Ground Floor 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 12.1 lbs Total Live Load per Level = 60 lbs Lateral DL Force per Level = 4.5 lbs Lateral LL Force per Level = 22.0 lbs 67% of LL Force per Level = 14.8 lbs Total DL Base Shear = 22.3 lbs Total LL Base Shear = 110.2 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:17582 in-lbs Total Base Shear = 96.1 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:11274 in-lbs Total Base Shear = 44.3 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 52 lbs 0.6%12 lbs 0.2% F1 = 0.6 lbs 0.1 lbs h2 = 42 in 52 lbs 12.5%12 lbs 4.5% F2 = 12.0 lbs 2.0 lbs h3 = 72 in 52 lbs 21.4%12 lbs 7.7% F3 = 20.6 lbs 3.4 lbs h4 = 100 in 52 lbs 29.8%12 lbs 10.8% F4 = 28.6 lbs 4.8 lbs h5 = 120 in 52 lbs 35.7%72 lbs 76.8% F5 = 34.3 lbs 34.0 lbs h6 = 0 in 0 lbs 0.0%0 lbs 0.0% F6 = 0.0 lbs 0.0 lbs h7 = 0 in 0 lbs 0.0%0 lbs 0.0% F7 = 0.0 lbs 0.0 lbs h8 = 0 in 0 lbs 0.0%0 lbs 0.0% F8 = 0.0 lbs 0.0 lbs h9 = 0 in 0 lbs 0.0%0 lbs 0.0% F9 = 0.0 lbs 0.0 lbs h10 = 0 in 0 lbs 0.0%0 lbs 0.0% F10 = 0.0 lbs 0.0 lbs h11 = 0 in 0 lbs 0.0%0 lbs 0.0% F11 = 0.0 lbs 0.0 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 96.1 lbs 44.3 lbs Load Case #1: Load Case #2: Lateral Force/Shelf: Shelf Heights: By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 68.1 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 48.0 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 16.2 ksi Column Deflection Calculations - Max Deflection = 0.108 in At top of Unit Deflection Ratio = 1115 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 204 lbs Column Axial Calculations - Per "L" Post DL + PL = 146 lbs RMI Load Combination #1 DL + PL + EQ = 159 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 15.4 ksi Allowable Comp. Stress = 7.5 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 1289 lbs Allowable Column Capacity = 716 lbs Axial Load on Column = 146 lbs Combined Bending And Axial Forces - Critical Buckling Load = 2934 lbs Axial Stress Unity = 0.223 Magnification Factor = 0.910 Bending Stress Unity = 0.764 Cm = 0.85 Combined Stress Unity = 0.987 Bending Stress OK Deflection OK Screw OK Axial Load OK Column is Adequate American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 262 106 84 0 101 0 106 0 LC2 121 49 39 0 46 0 49 0 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.061 LC2: 0.028 Anti-Tip Track Design - Type of Anti-Tip Device = NONE Tension per Carriage Anchor = N/A lbs Combined Loading = N/A Tension per Shelf Post = N/A lbs Capacity of Screws to Carriage = N/A lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = N/A ksi Anti-Tip Stress Unity = N/A Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 0.00 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = N/A ksi Track Stress Unity = N/A Load Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, T Ftu = 38.000 ksi N/A N/A N/A Fy = 53.700 ksi Fu = 63.800 ksi N/A Fty = 35.000 ksi 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 12.10 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 73 lbs Distributed Load = 9.066667 plf Maximum Design Moment = 18.1 ft-lbs Maximum Design Shear = 18.1 lbs Beam Bending Stress = 4.2 ksi Bending Stress Unity = 0.213 Beam Shear Stress = 0.13 ksi Shear Stress Unity = 0.010 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.093 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 9.1 lbs Resultant Shear = 86.4 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 22.0 lbs Vertical Total Load per Shelf = 52.3 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -9.4 lbs Uplift Forcer per Connection = -9.4 lbs Shelf Beam Calculations:DRS (Retail Shelf) Bending Stress OK Spanner Beam Rivet Check: Bearing Stress OK Shear Stress OK No Attachment Req'd American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 262 lbs Lateral Force at Top/Bottom = 96 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 32 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 96.1 lbs Length of Strap? 6.52 ft Tension Force into Brace = 156.6 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 5.2 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.264 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.37 Use (1) Tek Screw at Each End Screw Capacity OK 52.163 deg Strapping OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 32.0 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 333.4 ft-lbs Maximum Design Shear = 73.4 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 14.93 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.28 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.72 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) Bending Stress OK Shear Stress OK Axial Stress OK Combined Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 30 lbs Dead Load 150 lbs Live Load 0 lbs EQ Load Uplift Loads on Post = 0 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 276 lbs Required Bearing Area = 51.93 in2 7.21 inches per side Critical Section = 0.82 in For Bending Soil Pressure on Crit. Section = 766.4 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 3.1 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 0.7 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 0.00 ft2 Length of Slab Req'd = 0.00 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 0.67 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 0.33 ft Length of 1ft Strip = 0.67 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 46.7 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 3.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 11 Unbraced Length,x = 16.000 in Average Vertical Shelf Spacing = 11.50 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?Top Shelf Loaded?YES Mobile Anchor Spacing?in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?YES Shelving Loading - Live Load per Shelf = 5.60 psf Maximum Weight per Shelf = 25 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 192 lbs Total Load On Each Unit = 434 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 59 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 Ground Floor 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4U-10 UNITS 16 Ga. Channel Post FIXED DRS (Retail Shelf) American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 9.9 lbs Total Live Load per Level = 25 lbs Lateral DL Force per Level = 3.6 lbs Lateral LL Force per Level = 9.2 lbs 67% of LL Force per Level = 6.2 lbs Total DL Base Shear = 39.9 lbs Total LL Base Shear = 101.0 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:18691 in-lbs Total Base Shear = 107.6 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:9933 in-lbs Total Base Shear = 49.1 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 27 lbs 0.3%10 lbs 0.2% F1 = 0.3 lbs 0.1 lbs h2 = 18 in 27 lbs 2.6%10 lbs 1.8% F2 = 2.8 lbs 0.9 lbs h3 = 34 in 27 lbs 4.8%10 lbs 3.4% F3 = 5.2 lbs 1.7 lbs h4 = 44 in 27 lbs 6.3%10 lbs 4.4% F4 = 6.7 lbs 2.1 lbs h5 = 54 in 27 lbs 7.7%10 lbs 5.4% F5 = 8.3 lbs 2.6 lbs h6 = 68 in 27 lbs 9.7%10 lbs 6.8% F6 = 10.4 lbs 3.3 lbs h7 = 74 in 27 lbs 10.5%10 lbs 7.4% F7 = 11.3 lbs 3.6 lbs h8 = 84 in 27 lbs 12.0%10 lbs 8.4% F8 = 12.9 lbs 4.1 lbs h9 = 96 in 27 lbs 13.7%10 lbs 9.5% F9 = 14.7 lbs 4.7 lbs h10 = 108 in 27 lbs 15.4%10 lbs 10.7% F10 = 16.5 lbs 5.3 lbs h11 = 120 in 27 lbs 17.1%35 lbs 42.1% F11 = 18.4 lbs 20.7 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 107.6 lbs 49.1 lbs By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. Shelf Heights: Load Case #1: Load Case #2: Lateral Force/Shelf: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 76.2 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 53.8 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 18.1 ksi Column Deflection Calculations - Max Deflection = 0.111 in At top of Unit Deflection Ratio = 1079 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 211 lbs Column Axial Calculations - Per "L" Post DL + PL = 175 lbs RMI Load Combination #1 DL + PL + EQ = 203 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 26.0 ksi Allowable Comp. Stress = 14.1 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 2419 lbs Allowable Column Capacity = 1344 lbs Axial Load on Column = 175 lbs Combined Bending And Axial Forces - Critical Buckling Load = 18337 lbs Axial Stress Unity = 0.151 Magnification Factor = 0.983 Bending Stress Unity = 0.792 Cm = 0.85 Combined Stress Unity = 0.943 Column is Adequate Axial Load OK Bending Stress OK Deflection OK Screw OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 293 118 95 0 113 0 118 0 LC2 134 54 43 0 51 0 54 0 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.069 LC2: 0.031 Anti-Tip Track Design - Type of Anti-Tip Device = NONE Tension per Carriage Anchor = N/A lbs Combined Loading = N/A Tension per Shelf Post = N/A lbs Capacity of Screws to Carriage = N/A lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = N/A ksi Anti-Tip Stress Unity = N/A Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 0.00 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = N/A ksi Track Stress Unity = N/A Ftu = 38.000 ksi N/A N/A N/A Fy = 53.700 ksi Fu = 63.800 ksi N/A Fty = 35.000 ksi USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, TLoad Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 5.60 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 38 lbs Distributed Load = 4.733333 plf Maximum Design Moment = 9.5 ft-lbs Maximum Design Shear = 9.5 lbs Beam Bending Stress = 2.2 ksi Bending Stress Unity = 0.111 Beam Shear Stress = 0.07 ksi Shear Stress Unity = 0.005 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.049 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 4.7 lbs Resultant Shear = 86.0 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 10.7 lbs Vertical Total Load per Shelf = 26.6 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -5.3 lbs Uplift Forcer per Connection = -5.3 lbs Bearing Stress OK Shear Stress OK No Attachment Req'd Shelf Beam Calculations:DRS (Retail Shelf) Bending Stress OK Spanner Beam Rivet Check: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 293 lbs Lateral Force at Top/Bottom = 108 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 36 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 107.6 lbs Length of Strap? 6.52 ft Tension Force into Brace = 175.4 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 5.8 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.295 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.41 Use (1) Tek Screw at Each End Screw Capacity OK 52.163 deg Strapping OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 35.9 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 347.8 ft-lbs Maximum Design Shear = 75.7 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 15.57 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.29 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.75 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) Bending Stress OK Shear Stress OK Axial Stress OK Combined Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 54 lbs Dead Load 138 lbs Live Load 0 lbs EQ Load Uplift Loads on Post = 0 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 285 lbs Required Bearing Area = 55.24 in2 7.43 inches per side Critical Section = 0.93 in For Bending Soil Pressure on Crit. Section = 743.4 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 3.2 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 0.8 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 0.00 ft2 Length of Slab Req'd = 0.00 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 0.67 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 0.33 ft Length of 1ft Strip = 0.67 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 46.7 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 3.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 12 Unbraced Length,x = 16.000 in Average Vertical Shelf Spacing = 10.50 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?Top Shelf Loaded?YES Mobile Anchor Spacing?in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?YES Shelving Loading - Live Load per Shelf = 4.60 psf Maximum Weight per Shelf = 20 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 178 lbs Total Load On Each Unit = 407 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 55 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 Ground Floor 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4V-10 UNITS 16 Ga. Channel Post FIXED DRS (Retail Shelf) American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 9.7 lbs Total Live Load per Level = 20 lbs Lateral DL Force per Level = 3.6 lbs Lateral LL Force per Level = 7.3 lbs 67% of LL Force per Level = 4.9 lbs Total DL Base Shear = 42.8 lbs Total LL Base Shear = 88.1 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:17339 in-lbs Total Base Shear = 101.9 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:9689 in-lbs Total Base Shear = 50.2 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 23 lbs 0.3%10 lbs 0.2% F1 = 0.3 lbs 0.1 lbs h2 = 18 in 23 lbs 2.4%10 lbs 1.8% F2 = 2.4 lbs 0.9 lbs h3 = 28 in 23 lbs 3.7%10 lbs 2.8% F3 = 3.8 lbs 1.4 lbs h4 = 38 in 23 lbs 5.1%10 lbs 3.8% F4 = 5.2 lbs 1.9 lbs h5 = 48 in 23 lbs 6.4%10 lbs 4.8% F5 = 6.5 lbs 2.4 lbs h6 = 58 in 23 lbs 7.7%10 lbs 5.8% F6 = 7.9 lbs 2.9 lbs h7 = 68 in 23 lbs 9.1%10 lbs 6.8% F7 = 9.2 lbs 3.4 lbs h8 = 78 in 23 lbs 10.4%10 lbs 7.8% F8 = 10.6 lbs 3.9 lbs h9 = 88 in 23 lbs 11.7%10 lbs 8.8% F9 = 12.0 lbs 4.4 lbs h10 = 96 in 23 lbs 12.8%10 lbs 9.6% F10 = 13.0 lbs 4.8 lbs h11 = 108 in 23 lbs 14.4%10 lbs 10.8% F11 = 14.7 lbs 5.4 lbs h12 = 120 in 23 lbs 16.0%30 lbs 36.8% F12 = 16.3 lbs 18.5 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 101.9 lbs 50.2 lbs By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. Shelf Heights: Load Case #1: Load Case #2: Lateral Force/Shelf: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 72.2 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 50.9 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 17.2 ksi Column Deflection Calculations - Max Deflection = 0.107 in At top of Unit Deflection Ratio = 1123 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 203 lbs Column Axial Calculations - Per "L" Post DL + PL = 164 lbs RMI Load Combination #1 DL + PL + EQ = 194 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 26.0 ksi Allowable Comp. Stress = 14.1 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 2419 lbs Allowable Column Capacity = 1344 lbs Axial Load on Column = 164 lbs Combined Bending And Axial Forces - Critical Buckling Load = 18337 lbs Axial Stress Unity = 0.145 Magnification Factor = 0.984 Bending Stress Unity = 0.750 Cm = 0.85 Combined Stress Unity = 0.894 Column is Adequate Axial Load OK Bending Stress OK Deflection OK Screw OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 277 112 90 0 107 0 112 0 LC2 137 55 44 0 53 0 55 0 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.065 LC2: 0.032 Anti-Tip Track Design - Type of Anti-Tip Device = NONE Tension per Carriage Anchor = N/A lbs Combined Loading = N/A Tension per Shelf Post = N/A lbs Capacity of Screws to Carriage = N/A lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = N/A ksi Anti-Tip Stress Unity = N/A Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 0.00 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = N/A ksi Track Stress Unity = N/A Ftu = 38.000 ksi N/A N/A N/A Fy = 53.700 ksi Fu = 63.800 ksi N/A Fty = 35.000 ksi USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, TLoad Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 4.60 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 33 lbs Distributed Load = 4.066667 plf Maximum Design Moment = 8.1 ft-lbs Maximum Design Shear = 8.1 lbs Beam Bending Stress = 1.9 ksi Bending Stress Unity = 0.096 Beam Shear Stress = 0.06 ksi Shear Stress Unity = 0.005 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.042 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 4.1 lbs Resultant Shear = 86.0 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 9.0 lbs Vertical Total Load per Shelf = 23.1 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -4.8 lbs Uplift Forcer per Connection = -4.8 lbs Bearing Stress OK Shear Stress OK No Attachment Req'd Shelf Beam Calculations:DRS (Retail Shelf) Bending Stress OK Spanner Beam Rivet Check: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 277 lbs Lateral Force at Top/Bottom = 102 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 34 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 101.9 lbs Length of Strap? 6.52 ft Tension Force into Brace = 166.1 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 5.5 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.280 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.39 Use (1) Tek Screw at Each End Screw Capacity OK 52.163 deg Strapping OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 34.0 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 340.7 ft-lbs Maximum Design Shear = 74.6 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 15.26 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.28 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.74 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) Bending Stress OK Shear Stress OK Axial Stress OK Combined Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 58 lbs Dead Load 120 lbs Live Load 0 lbs EQ Load Uplift Loads on Post = 0 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 262 lbs Required Bearing Area = 51.35 in2 7.17 inches per side Critical Section = 0.80 in For Bending Soil Pressure on Crit. Section = 734.6 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 2.9 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 0.6 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 0.00 ft2 Length of Slab Req'd = 0.00 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 0.67 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 0.33 ft Length of 1ft Strip = 0.67 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 46.7 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 3.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 5 Unbraced Length,x = 50.000 in Average Vertical Shelf Spacing = 29.00 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?Top Shelf Loaded?YES Mobile Anchor Spacing?in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?YES Shelving Loading - Live Load per Shelf = 10.30 psf Maximum Weight per Shelf = 50 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 155 lbs Total Load On Each Unit = 361 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 49 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 Ground Floor 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4W-10 UNITS 16 Ga. Channel Post FIXED DRS (Retail Shelf) American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 12.1 lbs Total Live Load per Level = 50 lbs Lateral DL Force per Level = 4.5 lbs Lateral LL Force per Level = 18.4 lbs 67% of LL Force per Level = 12.3 lbs Total DL Base Shear = 22.3 lbs Total LL Base Shear = 91.8 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:16334 in-lbs Total Base Shear = 83.8 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:10341 in-lbs Total Base Shear = 40.6 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 46 lbs 0.6%12 lbs 0.2% F1 = 0.5 lbs 0.1 lbs h2 = 52 in 46 lbs 14.5%12 lbs 6.1% F2 = 12.2 lbs 2.5 lbs h3 = 84 in 46 lbs 23.5%12 lbs 9.8% F3 = 19.7 lbs 4.0 lbs h4 = 100 in 46 lbs 27.9%12 lbs 11.7% F4 = 23.4 lbs 4.8 lbs h5 = 120 in 46 lbs 33.5%62 lbs 72.1% F5 = 28.1 lbs 29.3 lbs h6 = 0 in 0 lbs 0.0%0 lbs 0.0% F6 = 0.0 lbs 0.0 lbs h7 = 0 in 0 lbs 0.0%0 lbs 0.0% F7 = 0.0 lbs 0.0 lbs h8 = 0 in 0 lbs 0.0%0 lbs 0.0% F8 = 0.0 lbs 0.0 lbs h9 = 0 in 0 lbs 0.0%0 lbs 0.0% F9 = 0.0 lbs 0.0 lbs h10 = 0 in 0 lbs 0.0%0 lbs 0.0% F10 = 0.0 lbs 0.0 lbs h11 = 0 in 0 lbs 0.0%0 lbs 0.0% F11 = 0.0 lbs 0.0 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 83.8 lbs 40.6 lbs By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. Shelf Heights: Load Case #1: Load Case #2: Lateral Force/Shelf: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 59.3 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 41.9 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 14.1 ksi Column Deflection Calculations - Max Deflection = 0.094 in At top of Unit Deflection Ratio = 1278 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 178 lbs Column Axial Calculations - Per "L" Post DL + PL = 126 lbs RMI Load Combination #1 DL + PL + EQ = 140 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 9.8 ksi Allowable Comp. Stress = 5.8 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 993 lbs Allowable Column Capacity = 552 lbs Axial Load on Column = 126 lbs Combined Bending And Axial Forces - Critical Buckling Load = 1878 lbs Axial Stress Unity = 0.253 Magnification Factor = 0.879 Bending Stress Unity = 0.690 Cm = 0.85 Combined Stress Unity = 0.944 Column is Adequate Axial Load OK Bending Stress OK Deflection OK Screw OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 228 92 74 0 88 0 92 0 LC2 111 45 36 0 43 0 45 0 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.053 LC2: 0.026 Anti-Tip Track Design - Type of Anti-Tip Device = NONE Tension per Carriage Anchor = N/A lbs Combined Loading = N/A Tension per Shelf Post = N/A lbs Capacity of Screws to Carriage = N/A lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = N/A ksi Anti-Tip Stress Unity = N/A Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 0.00 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = N/A ksi Track Stress Unity = N/A Ftu = 38.000 ksi N/A N/A N/A Fy = 53.700 ksi Fu = 63.800 ksi N/A Fty = 35.000 ksi USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, TLoad Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 10.30 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 63 lbs Distributed Load = 7.866667 plf Maximum Design Moment = 15.7 ft-lbs Maximum Design Shear = 15.7 lbs Beam Bending Stress = 3.7 ksi Bending Stress Unity = 0.185 Beam Shear Stress = 0.12 ksi Shear Stress Unity = 0.009 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.081 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 7.9 lbs Resultant Shear = 86.3 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 18.7 lbs Vertical Total Load per Shelf = 45.6 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -8.6 lbs Uplift Forcer per Connection = -8.6 lbs Bearing Stress OK Shear Stress OK No Attachment Req'd Shelf Beam Calculations:DRS (Retail Shelf) Bending Stress OK Spanner Beam Rivet Check: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 228 lbs Lateral Force at Top/Bottom = 84 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 28 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 83.8 lbs Length of Strap? 6.52 ft Tension Force into Brace = 136.6 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 4.6 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.230 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.32 Use (1) Tek Screw at Each End Screw Capacity OK 52.163 deg Strapping OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 27.9 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 318.1 ft-lbs Maximum Design Shear = 70.8 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 14.24 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.27 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.69 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) Bending Stress OK Shear Stress OK Axial Stress OK Combined Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 30 lbs Dead Load 125 lbs Live Load 0 lbs EQ Load Uplift Loads on Post = 0 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 236 lbs Required Bearing Area = 44.73 in2 6.69 inches per side Critical Section = 0.56 in For Bending Soil Pressure on Crit. Section = 761.0 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 2.7 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 0.3 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 0.00 ft2 Length of Slab Req'd = 0.00 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 0.67 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 0.33 ft Length of 1ft Strip = 0.67 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 46.7 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 3.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK CODES: Current Editions of the: IBC & CBC & ASCE 7 & RMI Design Inputs:Steel Storage Shelving: Shelving Geometry - Height of Shelving Unit = 10.0 ft Steel Yield Stress = 33 ksi Width of Shelving Unit = 4.0 ft Modulus of Elast. = 29000 ksi Depth of Shelving Unit = 1.3 ft Eff. Lx Ly Factors = 1.7 1.0 Number of Shelves/Unit = 5 Unbraced Length,x = 50.000 in Average Vertical Shelf Spacing = 29.00 in Unbraced Length,y = 34.000 in Back to Back Unit?NO Type of Post? Unit Type:Type of Beam? Number of Units per Track?Top Shelf Loaded?YES Mobile Anchor Spacing?in Intermediate Anchor:Single # of Units per Strap Pair?1 # of Spanner Beams?4 Wall Supported Units?YES Shelving Loading - Live Load per Shelf = 10.30 psf Maximum Weight per Shelf = 50 lbs Dead Load per Shelf = 1.5 psf Weight of Each Post = 10.3 lbs Weight of Mobile Carriage = 50 lbs Floor Load Calculations: Total Load on Each Post = 155 lbs Total Load On Each Unit = 361 lbs Floor Area Load = 7.3 ft2 Allowable Floor Loading = 100 psf Floor Load Under Shelf = 49 psf OK FOR 100psf RETAIL FLOOR LOADING Seismic Information - Risk Category =II Not Open to the Public SDC:D Seismic Importance Factor (IE) =1.0 Site Class =D Mapped Accel. Parameters:ρ = 1.3 Ss =2.018 Fa =1.200 Sms =2.422 Sds =1.614 S1 =0.721 Fv =1.700 Sm1 =1.226 Sd1 =0.817 Structural System: ASCE 7 Section 15.5.1 Steel Storage Shelving:R =4 ap =2.5 Ip =1.0 Average Roof Height = 20 ft 0'-0" For Ground Floor Location Height of Base Attachment = 0 ft Shear Coeff Boundaries =Vmin =0.090 RMI, 2.6.3 Vmax =0.404 RMI, 2.6.3 Design Base Shear Coeff = Vt = 0.367 Adjusted For ASD RMI, 2.6.3 Ground Floor 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment – Default Worst Case Assumed Display On Plaque Near Shelving Units Per 48.00 in. x 16.00 in. shelf 24-Gauge Steel Shelf Shelving is NOT accessible to public Ground Flr Conc Slab PIPP MOBILE STORAGE SYSTEMS INC. STEEL STORAGE SHELVING - LIGHT RETAIL 4X-10 UNITS 16 Ga. Channel Post FIXED DRS (Retail Shelf) American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Lateral Force Distribution: per ASCE 7 Section 15.5.1 Total Dead Load per Level = 12.1 lbs Total Live Load per Level = 50 lbs Lateral DL Force per Level = 4.5 lbs Lateral LL Force per Level = 18.4 lbs 67% of LL Force per Level = 12.3 lbs Total DL Base Shear = 22.3 lbs Total LL Base Shear = 91.8 lbs LC1: Each Shelf, Loaded to 67% of its Live Weight Cumulative Moment:16243 in-lbs Total Base Shear = 83.8 lbs LC #1 Governs LC 2: Top Shelf Only, Loaded to 100% of its Live Weight Cumulative Moment:10317 in-lbs Total Base Shear = 40.6 lbs LC #2 Does NOT Govern Load: % Per Shelf: Load: % Per Shelf: Force #: LC #1: LC #2: h1 = 2 in 46 lbs 0.6%12 lbs 0.2% F1 = 0.5 lbs 0.1 lbs h2 = 52 in 46 lbs 14.6%12 lbs 6.1% F2 = 12.2 lbs 2.5 lbs h3 = 78 in 46 lbs 21.9%12 lbs 9.2% F3 = 18.4 lbs 3.7 lbs h4 = 104 in 46 lbs 29.2%12 lbs 12.2% F4 = 24.5 lbs 5.0 lbs h5 = 120 in 46 lbs 33.7%62 lbs 72.3% F5 = 28.2 lbs 29.4 lbs h6 = 0 in 0 lbs 0.0%0 lbs 0.0% F6 = 0.0 lbs 0.0 lbs h7 = 0 in 0 lbs 0.0%0 lbs 0.0% F7 = 0.0 lbs 0.0 lbs h8 = 0 in 0 lbs 0.0%0 lbs 0.0% F8 = 0.0 lbs 0.0 lbs h9 = 0 in 0 lbs 0.0%0 lbs 0.0% F9 = 0.0 lbs 0.0 lbs h10 = 0 in 0 lbs 0.0%0 lbs 0.0% F10 = 0.0 lbs 0.0 lbs h11 = 0 in 0 lbs 0.0%0 lbs 0.0% F11 = 0.0 lbs 0.0 lbs h12 = 0 in 0 lbs 0.0%0 lbs 0.0% F12 = 0.0 lbs 0.0 lbs h13 = 0 in 0 lbs 0.0%0 lbs 0.0% F13 = 0.0 lbs 0.0 lbs h14 = 0 in 0 lbs 0.0%0 lbs 0.0% F14 = 0.0 lbs 0.0 lbs h15 = 0 in 0 lbs 0.0%0 lbs 0.0% F15 = 0.0 lbs 0.0 lbs h16 = 0 in 0 lbs 0.0%0 lbs 0.0% F16 = 0.0 lbs 0.0 lbs h17 = 0 in 0 lbs 0.0%0 lbs 0.0% F17 = 0.0 lbs 0.0 lbs h18 = 0 in 0 lbs 0.0%0 lbs 0.0% F18 = 0.0 lbs 0.0 lbs h19 = 0 in 0 lbs 0.0%0 lbs 0.0% F19 = 0.0 lbs 0.0 lbs h20 = 0 in 0 lbs 0.0%0 lbs 0.0% F20 = 0.0 lbs 0.0 lbs Sum = 100% Sum = 100%Total = 83.8 lbs 40.6 lbs By inspection, the force distribution for intermediate shelves without live load (case 2) is negligible. Calculate the moment for each column based on the total seismic base shear for each shelf being loaded to 67% of it's allowable live weight. The column at the center of the shelving system is the worst case for this condition. Shelf Heights: Load Case #1: Load Case #2: Lateral Force/Shelf: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Column Calculations - Combined Bending and Axial Post Type: 3/4" x 1-1/2" x 16 Gauge Channel x-direc. y-direc. rx = 0.498 0.324 in Width = 1.56258 in Sx = 0.050 0.063 in3 Depth = 0.75 in Ix = 0.047 0.024 in4 Thickness = 0.0598 in Ae = 0.172 in2 Fy =33 ksi zb =1.250 in hb =4.750 in E = 29000 ksi zs =0.375 in ss =4.000 in Column Bending Calculations - Spacing of Braces = 34 in Short Direction Max Column Moment x-direc.= 59.3 ft-lbs At Base of Unit Cantilever Length to Base = 6.0 in Long Direction Max Column Moment y-direc.= 41.9 ft-lbs Allowable Bending Stress = 19.8 ksi Bending Stress on Column = 14.1 ksi Column Deflection Calculations - Max Deflection = 0.094 in At top of Unit Deflection Ratio = 1278 L/Δ Allowable Deflection = 6 in Max Deflection = 5% of Height Cross Beam Connection - Short Direction Capacity of #10 Screw = 370 lbs Shear on Each Screw = 178 lbs Column Axial Calculations - Per "L" Post DL + PL = 126 lbs RMI Load Combination #1 DL + PL + EQ = 140 lbs RMI Load Combination #6 Column Axial Calculations - Allowable Buckling Stress = 9.8 ksi Allowable Comp. Stress = 5.8 ksi Factor of Safety for Comp. = 1.80 Nominal Column Capacity = 993 lbs Allowable Column Capacity = 552 lbs Axial Load on Column = 126 lbs Combined Bending And Axial Forces - Critical Buckling Load = 1878 lbs Axial Stress Unity = 0.253 Magnification Factor = 0.879 Bending Stress Unity = 0.690 Cm = 0.85 Combined Stress Unity = 0.944 Column is Adequate Axial Load OK Bending Stress OK Deflection OK Screw OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Overturning and Anti-Tip Calculations Overturning Forces On Anchors Overstrength Factor, Ω = 2.00 (LRFD) (lbs) (lbs) (lbs) (ft-lbs) (ft-lbs) (ft-lbs) (lbs) (lbs) LC1 228 92 74 0 88 0 92 0 LC2 111 45 36 0 43 0 45 0 Per Unit Allowable Tension Force = 1448 lbs Allowable Shear Force = 1723 lbs Combined Loading LC1: 0.053 LC2: 0.026 Anti-Tip Track Design - Type of Anti-Tip Device = NONE Tension per Carriage Anchor = N/A lbs Combined Loading = N/A Tension per Shelf Post = N/A lbs Capacity of Screws to Carriage = N/A lbs Anti-Tip Peg Yield Stress = 40.275 ksi Steel Thickness Anti-Tip Peg Head = 0.09 in Width of Anti-Tip Peg Head = 0.43 in Section Modulus of Peg Head = 0.0006 in3 Allowable Stress on Leg = 40.275 ksi Bending Stress on Leg = N/A ksi Anti-Tip Stress Unity = N/A Section Modulus of Track = 0.093 in3 Spacing of Track A.B's = 0.00 in Allowable Alumn. Stress = 21 ksi 6061-T6 Bending Stress on Track = N/A ksi Track Stress Unity = N/A Ftu = 38.000 ksi N/A N/A N/A Fy = 53.700 ksi Fu = 63.800 ksi N/A Fty = 35.000 ksi USE: POST INSTALLED ANCHOR BOLTS / LAG SCREWS AS REQUIRED FOR FLOOR NOTED BELOW 2500 psi NWC Concrete 3/8"φ KB-TZ2 w/ 2.000" Embedment Floor anchors are adequate Net Overturning Moment, Mn Shear Force per Anchor, V Tension Force per Anchor, TLoad Combination Total Weight, W Base Shear, Eh Vertical Seismic Force, Ev Overturning Moment (Ω=2), Mo Resisting Moment, Mr 𝑊(𝐿𝐶1) =𝐷𝐿ௌ௛௘௟௙ + 0.67 ∗ 𝐿𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 𝑊(𝐿𝐶2) = 𝐷𝐿ௌ௛௘௟௙ ∗ # 𝑜𝑓 𝑆ℎ𝑒𝑙𝑣𝑒𝑠 + 𝐿𝐿ௌ௛௘௟௙ 𝐸ℎ = (𝑉𝑡 ∗ 𝑊)/(0.7 ∗ 𝜌) 𝐸𝑣 = 0.20 ∗ 𝑆𝑑𝑠 ∗ 𝑊 𝑀𝑜(𝐿𝐶1) = Ω ∗∑(ℎ𝑥 ∗ 𝑓𝑥/0.7) 𝑀𝑜𝐿𝐶2 = Ω ∗ 𝑉𝑡/0.7 ∗𝐷𝐿்௢௧௔௟ ∗ு ଶ + 𝑆 + 𝐿𝐿ௌ௛௘௟௙ ∗ 𝐻 𝑀𝑟 = (0.9 ∗ 𝑊 − 𝐸𝑣) ∗ ௗ ଶ𝑀𝑛 = 𝑀𝑜 − 𝑀𝑟 𝑉 = ஐ∗ா௛ # ௢௙ ஺௡௖௛௢௥௦ 𝑇 = ಾ೙ ೏ # ௢௙ ஺௡௖௛௢௥௦ American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Shelf Beam Calculations Steel Yield Stress = 33 ksi Shelf DL = 1.5 psf Modulus of Elast. = 29000 ksi Shelf LL = 10.30 psf Beam Type:29000 Area of Beam = 0.135 in2 Section Modulus of Beam = 0.052 in3 Moment of Inertia of Beam = 0.019 in4 Shelf Width = 4.0 ft Allowable Bending Stress = 19.8 ksi Shelf Depth = 1.3 ft Allowable Shear Stress = 13.2 ksi Total Load/Shelf = 63 lbs Distributed Load = 7.866667 plf Maximum Design Moment = 15.7 ft-lbs Maximum Design Shear = 15.7 lbs Beam Bending Stress = 3.7 ksi Bending Stress Unity = 0.185 Beam Shear Stress = 0.12 ksi Shear Stress Unity = 0.009 Shear Stress OK Max Allowable Deflection = 0.267 in L/180 Maximum Beam Deflection = 0.081 in Deflection OK Diameter of Rivet = 0.25 in Post Moment Shear on Rivet = 85.9 lbs Beam Shear on Rivet = 7.9 lbs Resultant Shear = 86.3 lbs Bearing Capacity of Rivet = 5197.5 lbs Allowable Shear Stress = 9.6 ksi Shear Stress on Rivet = 1.8 ksi Seismic Uplift on Shelves - Vertical Seismic Component = 18.7 lbs Vertical Total Load per Shelf = 45.6 lbs Connection Points per Shelf = 1.0 Each Corner Net Uplift Load per Shelf = -8.6 lbs Uplift Forcer per Connection = -8.6 lbs Bearing Stress OK Shear Stress OK No Attachment Req'd Shelf Beam Calculations:DRS (Retail Shelf) Bending Stress OK Spanner Beam Rivet Check: American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Wall Supported Unit Calculations Seismic Force at Top of Units - Average Roof Height = 20.0 ft Height of Attachment = 10.0 ft Shear Coeff Boundaries = Vmin = 0.484 Vmax = 2.583 Design Base Shear Coeff = Vt = 0.735 Adjusted For ASD and "ρ" Total Weight per Unit = 228 lbs Lateral Force at Top/Bottom = 84 lbs Standard Stud Spacing = 16 in Wall Connections per Unit = 3 Tek Screw Capacity = 84 lbs Tension Cap. for #10 Screw in 20ga Stud Force Per Connection = 28 lbs Strap Bracing on Backside of Shelving Units Total Seismic Base Shear = 83.8 lbs Length of Strap? 6.52 ft Tension Force into Brace = 136.6 lbs Width of Strapping? 4.00 ft Height of Strapping? 5.15 ft X-Brace Strap & Connections - Angle of Strapping? Area of Strap = 0.030 in2 3/4" x 16ga Strapping Tension Stress in Strap = 4.6 ksi Allowable Tensile Stress = 19.8 ksi Strap Stress Unity = 0.230 Shear Capacity of Tek Screw = 426 lbs #10 Tek Screw in 16ga Metal Number of Screws Req'd = 0.32 Use (1) Tek Screw at Each End Screw Capacity OK 52.163 deg Strapping OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Light Gauge Steel Stud Wall Framing Light Gauge Steel Stud Wall Framing Height of Wall Studs = 16.0 ft Int. Non-Brg - Worst Case Ht Assumed Location of Point Load = 10.0 ft Design Lateral Load = 27.9 lbs From Shelving Unit Additional Lateral Load = 5.0 psf Interior Seismic Force Design Axial Load = 85.3 lbs Dead Load of Wall Framing Spacing of Studs = 16.0 in Width = 3.625 in rx = 1.450 in Depth = 1.625 in ry = 0.616 in Thickness = 0.035 in Sx = 0.268 in3 Fy = 33 ksi Ix = 0.551 in4 E = 29000 ksi Ap = 0.262 in2 K = 1.0 Unbraced Length X = 16 ft Unbraced Length Y = 4 ft Stud Capacity - Buckling Stress, X = 16.32 ksi Buckling Stress, Y = 47.14 ksi Allowable Buckling Stress = 16.32 ksi Nominal Axial Strength = 4277 lbs Factor of Safety = 1.8 Allowable Axial Load = 2376 lbs Maximum Design Moment = 318.1 ft-lbs Maximum Design Shear = 70.8 lbs Allowable Bending Stress = 21.78 ksi Actual Bending Stress = 14.24 ksi Allowable Shear Stress = 13.20 ksi Actual Shear Stress = 0.27 ksi Allowable Axial Stress = 9.07 ksi Actual Axial Stress = 0.33 ksi Combined Stress Unity = 0.69 TRY: 3-5/8" x 1-5/8" x 20ga Studs @ 16" o.c. (Worst Case Assumed) Bending Stress OK Shear Stress OK Axial Stress OK Combined Stress OK American Eagle / Aerie / Offline by Aerie – Store #2053 11/4/2024 Arcadia, California SJC Slab Bearing & Uplift Calculations Slab Design Properties - Minimum Concrete Strength = 2500 psi Assumed Thickness of Concrete Slab = 4 in Assumed Weight of Concrete Slab = 50 psf Allowable Bearing Pressure = 500 psf Assumed Bearing Loads On Post = 30 lbs Dead Load 125 lbs Live Load 0 lbs EQ Load Uplift Loads on Post = 0 lbs Resultant Uplift Slab Bearing Capacity - Depth of Post on Slab = 1.6 in Factored Bearing Load = 236 lbs Required Bearing Area = 44.73 in2 6.69 inches per side Critical Section = 0.56 in For Bending Soil Pressure on Crit. Section = 761.0 plf Along Critical Length Section Modulus = 32.0 in3 Plain Concrete per Foot Shear Area = 22.25032 in Conc. Shear Stress = 2.7 psi Allowable Shear Stress = 73.2 psi Conc. Bending Stress = 0.3 psi Allowable Bending Stress = 137.5 psi Slab Uplift Capacity - Required Area to Resist Uplift = 0.00 ft2 Length of Slab Req'd = 0.00 ft Assume Full Shelf Width x Req'd Length Worst Case Length of Slab = 0.67 ft Maximum of Width or Length Req'd Distance to Anchor Bolt = 0.33 ft Length of 1ft Strip = 0.67 ft Length Safety Factor: 2.00 Shear Force on 1ft Strip = 46.7 lbs Allowable Shear Force = 1760.0 lbs Shear OK Bending Moment on 1ft Strip = 3.9 ft-lbs Allowable Bending Moment = 366.7 ft-lbs Bending OK Shear Stress OK Bending Stress OK 5 Effective 07/30/13 and supersedes all previous information.©2013 SCAFCOSCAFCO.COM General Product Information Thickness - Steel Components Screw Capacities Weld Capacities Table Notes 1 Minimum thickness represents 95 percent of the design thickness and is the minimum acceptable thickness delivered to the jobsite based on Section A2.4 of AISI S100-07. 2 The tables in this catalog are calculated based on inside corner radii listed in this table. The inside corner radius is the maximum of 3/32 – t/2 or 1.5t, truncated after the fourth decimal place (t = design thickness). Centerline bend radius is calculated by adding half of the design thickness to listed corner radius. Steel Thickness Table DesignationThickness (mil)MinimumThickness 1 (in)Design Thickness 1 (in) Design Inside Corner Radii 2 (in) Reference OnlyGauge No. 18 0.0179 0.0188 0.0843 25 27 0.0269 0.0283 0.0796 22 D20 0.0179 0.0188 0.0844 20-Drywall 30EQD 0.0223 0.0235 0.0820 20-Drywall 30 0.0296 0.0312 0.0781 20 – Drywall 33EQS 0.0280 0.0295 0.0790 20-Structural 33 0.0329 0.0346 0.0764 20 – Structural 43EQS 0.0380 0.0400 0.0712 18 43 0.0428 0.0451 0.0712 18 54 0.0538 0.0566 0.0849 16 68 0.0677 0.0713 0.1069 14 97 0.0966 0.1017 0.1525 12 118 0.1180 0.1242 0.1863 10 - SSMA 127 0.1270 0.1337 0.2005 10 - SCAFCO Allowable Screw Connection Capacity (lbs per screw) Thickness (mil) 1 Fy Yield (ksi)Fu Tensile (ksi) #6 Screw #8 Screw #10 Screw #12 Screw 1/4" Screw 0.138" dia; 5/16" Head 0.164" dia; 5/16" Head 0.190" dia; 0.340" Head 0.216" dia; 0.340" Head 0.250" dia; 0.409" Head Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension 18 33 45 60 33 66 39 71 46 76 52 81 60 27 33 45 111 50 122 59 131 69 139 78 150 90 D20 57 65 87 48 95 57 102 66 109 75 117 87 30EQD 57 65 122 60 133 71 143 82 152 94 164 108 30 33 45 129 55 141 65 151 76 161 86 174 100 33EQS 57 65 171 75 187 89 201 103 214 117 231 136 33 33 45 151 61 164 72 177 84 188 95 203 110 43EQS 57 65 270 102 295 121 317 140 338 159 364 184 43 33 45 224 79 244 94 263 109 280 124 302 144 54 50 65 455 144 496 171 534 198 570 225 613 261 68 50 65 576 181 684 215 755 250 805 284 866 328 97 50 65 821 259 976 307 1130 356 1285 405 1476 468 118 50 65 1003 316 1192 375 1381 435 1569 494 1816 572 127 50 65 1079 340 1283 404 1486 468 1689 532 1955 616 Table Notes 1. Capacities based on AISI S100-07 Section E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the values that correspond to the thinner or lower yield material. 3. Capacities are based on Allowable Strength Design (ASD) and include appropriate safety factors. 4. Weld capacities are based on either 3/32" or " diameter E60 or E70 electrodes. For thinner materials, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Parallel capacity is considered to be loading in the direction of the length of the weld. 6. For welds greater than 1", equations E2.4-1 and E2.4-2 must be checked. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. *Flare grove weld capacity for material thicker than 0.10" requires engineering judgement to determine leg of welds (W1 and W2). Allowable Welds Capacity (lbs) for 1" Long Welds Thickness (mil) 1 Design ThicknessFy Yield(ksi)Fu (ksi) Fillet Welds Flare Groove Welds Parallel Perpendicular Parallel Perpendicular 43EQS 0.0400 57 65 639 1106 696 849 43 0.0451 33 45 601 864 544 663 54 0.0566 50 65 1188 1566 985 1202 68 0.0713 50 65 1562 1972 1241 1514 97 0.1017 50 65 1269 1269 -* -* 118 0.1242 50 65 1550 1550 -* -* 127 0.1337 50 65 1668 1668 -* -* Table Notes 1. Capacities based on AISI S100-07 Section E4. See table on page 5 for design thicknesses. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter (d) 5. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Tension capacity is based on the lesser of pullout capacity in sheet closest to screw tip, or pullover capacity for sheet closest to screw head (based on head diameter shown). Note that for all tension values shown in this table, pullover values have been reduced by 50 percent assuming eccentrically loaded connections that produce a non-uniform pull-over force on the fastener. 7. Higher values, especially for screw strength, may be obtained by specifying screws from a specific manufacturer. See manufacturer's data for specific allowable values and installation instructions. Load Paths All product load capacities are calculated per North American Specification for the Design of Cold Formed Steel Structural Members. The 2007 edition (here after referred to as simply "NASPEC"). Illustrations of load instructions are amongst their relative product load tables located throughout this catalog. Figure to the right demonstrates different types of load directions mentioned in this catalog. • F1 = Out-of-plane lateral load • F2 = In-Plane lateral load • F3 = Direct vertical and uplift load F1 F3F2 www.hilti.us Profis Anchor 2.4.6 Input data and results must be checked for agreement with the existing conditions and for plausibility!PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company: Specifier: Address: Phone I Fax: E-Mail: ECLIPSE ENGINEERING, INC. 541-389-9659 | Page: Project: Sub-Project I Pos. No.: Date: 1 5/27/2014 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 3/8 (2) Effective embedment depth: hef,act = 2.000 in., hnom = 2.313 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2013 | 5/1/2015 Proof: design method ACI 318-11 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 4.000 in. Installation: hammer drilled hole, installation condition: dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (D.3.3.4.3 (b)) Shear load: yes (D.3.3.5.3 (a)) Geometry [in.] & Loading [lb, in.lb] www.hilti.us Profis Anchor 2.4.6 Input data and results must be checked for agreement with the existing conditions and for plausibility!PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company: Specifier: Address: Phone I Fax: E-Mail: ECLIPSE ENGINEERING, INC. 541-389-9659 | Page: Project: Sub-Project I Pos. No.: Date: 2 5/27/2014 2 Proof I Utilization (Governing Cases) Design values [lb]Utilization Loading Proof Load Capacity bbbbN / bbbbV [%]Status Tension Pullout Strength 300 1107 28 / -OK Shear Steel Strength 200 1466 - / 14 OK Loading bbbbN bbbbV zzzz Utilization bbbbN,V [%]Status Combined tension and shear loads 0.271 0.136 5/3 15 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. www.hilti.us Profis Anchor 2.4.6 Input data and results must be checked for agreement with the existing conditions and for plausibility!PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company: Specifier: Address: Phone I Fax: E-Mail: ECLIPSE ENGINEERING, INC. 541-389-9659 | Page: Project: Sub-Project I Pos. No.: Date: 1 5/27/2014 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (2 1/2) Effective embedment depth: hef,act = 1.860 in., hnom = 2.500 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 8/1/2012 | 12/1/2013 Proof: design method ACI 318-11 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 4.000 in. Installation: hammer drilled hole, installation condition: dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (D.3.3.4.3 (b)) Shear load: yes (D.3.3.5.3 (a)) Geometry [in.] & Loading [lb, in.lb] www.hilti.us Profis Anchor 2.4.6 Input data and results must be checked for agreement with the existing conditions and for plausibility!PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company: Specifier: Address: Phone I Fax: E-Mail: ECLIPSE ENGINEERING, INC. 541-389-9659 | Page: Project: Sub-Project I Pos. No.: Date: 2 5/27/2014 2 Proof I Utilization (Governing Cases) Design values [lb]Utilization Loading Proof Load Capacity bbbbN / bbbbV [%]Status Tension Concrete Breakout Strength 300 1051 29 / -OK Shear Pryout Strength 200 1509 - / 14 OK Loading bbbbN bbbbV zzzz Utilization bbbbN,V [%]Status Combined tension and shear loads 0.285 0.133 5/3 16 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.