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Home My WebLink About400 S Baldwin Ave - 2022 - TI H&M (Rev 1)INTERIOR TENANT IMPROVEMENT / LIGHT REBUILD STORE NO. US0120 (STANDARD STORE ) 2023 SANTA ANITA 400 SOUTH BALDWIN AVE., CRU #: B-10 & F-24 ARCADIA, CALIFORNIA 91007 KEY PLAN (N.T.S.) LOCATION PLAN (N.T.S.) TENANT H&M HENNES & MAURITZ, LP 2029 CENTURY PARK EAST, SUITE 900 LOS ANGELES, CA 90067 CONTACT: ELLI KOUTSELOS TITLE: CONSTRUCTION PROJECT MANAGER TEL: (213) 266-6255 EMAIL: Elli.Koutselos@hm.com LIST OF DRAWINGSDWG. # REVISED & ISSUED ISSUED GENERAL CONTRACTOR AXXYS CONSTRUCTION GROUP 9680 SAINT-LAURENT MONTREAL, QC H3L 2M9 TEL: (514) 388-8080, EXT. 241 CELL: (514) 241-6874 CONTACT: ELODIE AUNE PROJECT MANAGER - RETAIL CONSTRUCTION E-MAIL: EAUNE@AXXYSCONSTRUCTION.COM LANDLORD'S REPRESENTATIVE THE SHOPS SANTA ANITA 400 S BALDWIN AVE., SUITE 231 ARCADIA, CA 91007 CONTACT: DONNA T. GUERRERO SENIOR GENERAL MANAGER TEL: (626) 462-8510 E-MAIL: Donna@shopsatsantaanita.com TITLE SHEET ACCESSIBILITY DETAILS AND NOTES SITE PLAN ACCESSIBILITY 2022 CGBSC 2022 CGBSC 2022 CGBSC GENERAL NOTES AND RESPONSIBILITY SCHEDULE LOWER LEVEL DEMOLITION PLAN UPPER LEVEL DEMOLITION PLAN LOWER LEVEL CEILING DEMOLITION PLAN UPPER LEVEL CEILING DEMOLITION PLAN DEMOLITION INTERIOR STOREFRONT ELEVATIONS LOWER LEVEL EGRESS PLAN UPPER LEVEL EGRESS PLAN LOWER LEVEL CONSTRUCTION PLAN LOWER LEVEL DIMENSION PLAN UPPER LEVEL CONSTRUCTION PLAN UPPER LEVEL DIMENSION PLAN CONSTRUCTION PLAN GENERAL AND KEY NOTES LOWER LEVEL REFLECTED CEILING PLAN UPPER LEVEL REFLECTED CEILING PLAN LOWER LEVEL FIXTURE PLAN UPPER LEVEL FIXTURE PLAN FIXTURE SCHEDULE LOWER LEVEL FINISH PLAN UPPER LEVEL FINISH PLAN FINISH PLAN LEGEND, NOTES AND GRAPHIC DETAILS NAVIGATION SIGN DETAILS ENLARGED STOREFRONT PLANS STOREFRONT ELEVATIONS STOREFRONT PLAN DETAILS STOREFRONT SECTION STOREFRONT DETAILS STOREFRONT SIGNAGE INTERIOR ELEVATIONS INTERIOR ELEVATIONS PARTITION TYPES PARTITION TYPE & BOX BEAM DETAILS FIXTURE, CASHWRAP AND MISC. DETAILS FLOORING, BASE & RSP DETAILS CEILING DETAILS FITTING ROOM AREA #1 ENLARGED PLAN AND ELEVATIONS FITTING ROOM AREA #2 ENLARGED PLAN AND ELEVATIONS ENLARGED BOH PLAN, NOTES AND SCHEDULES BOH MILLWORK DETAILS AND ELEVATIONS BOH MILLWORK DETAILS AND ELEVATIONS TOILET ROOMS PLANS AND ELEVATIONS DOOR SCHEDULE DOOR DETAILS EXISTING STAIR PLAN AND DETAILS EXISTING ELEVATOR PHOTOS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS A-000 A-001 A-002 A-003 A-004 A-005 A-010 A-031 A-032 A-033 A-034 A-035 A-110 A-120 A-210 A-211 A-220 A-221 A-222 A-310 A-320 A-410 A-420 A-421 A-510 A-520 A-521 A-551 A-600 A-601 A-602 A-604 A-608 A-609 A-610 A-611 A-700 A-701 A-702 A-710 A-720 A-730 A-731 A-740 A-741 A-742 A-743 A-800 A-801 A-910 A-911 A-930 A-931 A-932 PROJECT DIRECTORY LIST OF DRAWINGS DEFERRED SUBMITTALS - SPRINKLER AND FIRE ALARM - PROPOSED RACKING - SIGNAGE UNDER SEPARATE PERMIT NORTH VENDOR LIST NORTH DESIGNER K PAUL ARCHITECT INC. 1420 CELEBRATION BLVD., UNIT 300 CELEBRATION, FL 34747 CONTACT: STEPHANIE LEONARD TITLE: PROJECT MANAGER TEL: (289) 644-2531 EMAIL: sleonard@kpaularchitect.com THESE PLANS COMPLY WITH THE PROVISION OF TITLE III OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) PUBLIC LAW 101-336, FOR HANDICAPPED ACCESSIBILITY FOR CUSTOMER AND EMPLOYEES. ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS & CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE GENERAL CONTRACTOR. THESE PLANS ARE IN CONFORMANCE WITH THE FOLLOWING CODES: 2019 BUILDING CODES (BASED ON 2018 IBC) BUILDING: PLUMBING: MECHANICAL: ELECTRICAL: ACCESSIBILITY: ENERGY CODE: FIRE SAFETY CODE: GREEN CODE: AREA CALCULATIONS CODE ANALYSIS 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA PLUMBING CODE (BASED ON 2018 UPC) 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA ELECTRICAL CODE (BASED ON 2017 NEC) CA TITLE 24, 2010 ADA 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA FIRE CODE 2019 CALGREEN USE GROUP/OCCUPANCY: M - MERCANTILE (SECTION 309) CONSTRUCTION TYPE: TYPE II-B (SPRINKLERED, UNPROTECTED) SPRINKLERED: YES OCCUPANT LOAD (402.8.2): LOWER LEVEL OCCUPANT LOAD FACTOR: UPPER LEVEL OCCUPANT LOAD FACTOR: TOTAL OCCUPANT LOAD (LOWER LEVEL + UPPER LEVEL): OLF = GLA(0.00007) + 25 OLF = (9,584.4)(0.00007) + 25 OLF = 25.67 (CANNOT BE LESS THAN 30) 320 PEOPLE OLF = GLA(0.00007) + 25 OLF = (10,751.7)(0.00007) + 25 OLF = 25.75 (CANNOT BE LESS THAN 30) 360 PEOPLE 680 PEOPLE NUMBER OF EXITS PROPOSED: (2) EXITS AT LOWER LEVEL (EXISTING) PROVIDED: 228" (19'-0"), 44" WIDE MIN. PATH NUMBER OF EXITS PROPOSED: (3) EXITS AT UPPER LEVEL (EXISTING) PROVIDED: 290" (24'-2"), 44" WIDE MIN. PATH 44" MIN. (1018.3) (30" IF NOT REQUIRED TO BE ACCESSIBLE) PROPOSED/EXISTING:REQUIRED: EXIT REQUIREMENTS: (1006): LOWER LEVEL NUMBER OF EXITS REQUIRED: (2) EXITS FOR OCCUPANT LOAD OF 50-500 EXIT WIDTH REQ'D. FOR LOWER LEVEL (1005): 0.15" PER OCCUPANT x 320 OCCUPANTS = 48" UPPER LEVEL NUMBER OF EXITS REQUIRED: (2) EXITS FOR OCCUPANT LOAD OF 50-500 EXIT WIDTH REQ'D. FOR UPPER LEVEL (1005): .15" PER OCCUPANT X 360 OCCUPANTS = 54" MIN. AISLE WIDTH REQ'D.: MIN. PLUMBING FIXTURE REQUIREMENTS: (2019 PLUMBING CODE - TABLE 422.0) PLUMBING FACILITIES WITHIN TENANT SPACE ARE COMBINED PUBLIC FACILITIES AND EMPLOYEE FACILITIES MAX. NUMBER OF EMPLOYEES AT A TIME; 18 PEOPLE FIXTURE: WATER CLOSETS 2 2 FEMALE (EXISTING), 2 MALE (EXISTING) LAVATORIES 2 1 FEMALE (EXISTING), 1 MALE (EXISTING) DRINKING FOUNTAIN 1 1 (EXISTING) SERVICE SINK 1 1 (EXISTING) GROSS SQUARE FOOTAGE (LOWER LEVEL) SALES AREA: DISPLAY/OPEN WINDOW: FITTING ROOMS AREA: CLICK + COLLECT: VOID/UNOCCUPIED AREAS: TOTAL: 8,507.1 SF 175.3 SF 355.4 SF 206.2 SF 340.4 SF 9,584.4 SF NET SQUARE FOOTAGE (LOWER LEVEL) SALES AREA: DISPLAY/OPEN WINDOWS AREAS: FITTING ROOMS AREA : CLICK + COLLECT: VOID/UNOCCUPIED AREAS TOTAL: FIRE RESISTANCE CONSTRUCTION/ FIREPROOFING SCHEDULE: PRIMARY STRUCTURAL FRAME:EXISTING INT. & EXT. LOAD BEARING WALLS:EXISTING INT. & EXT. NON-LOAD BEARING WALLS: EXISTING FLOOR/ CEILING: EXISTING ROOF/CEILING: EXISTING SHAFTS:EXISTING TENANT SPACE/ MALL: EXISTING TENANT SEPARTIONS: EXISTING (TO CEILING) SMOKE ZONE PARTITIONS: EXISTING OR GYP. BD. BULKHEADS 8,142.0 SF 161.5 SF 327.5 SF 185.2 SF 222.6 SF 9,038.8 SF GROSS SQUARE FOOTAGE (UPPER LEVEL) SALES AREA: DISPLAY/OPEN WINDOW: FITTING ROOMS AREA: BOH AREAS: STOCK ROOM: VOID/UNOCCUPIED AREAS: TOTAL: 6,382.8 SF 129.3 SF 500.7 SF 1,493.8 SF 1,786.4 SF 458.7 SF 10,751.7 SF NET SQUARE FOOTAGE (UPPER LEVEL) SALES AREA: DISPLAY/OPEN WINDOWS AREAS: FITTING ROOMS AREA: BOH AREAS: STOCK ROOM: VOID/UNOCCUPIED AREAS: TOTAL: 6,210.9 SF 105.0 SF 467.4 SF 1,349.5 SF 1,552.7 SF 362.5 SF 10,048.0 SF MEP ENGINEERING CONSULTANT HALLBERG ENGINEERING, INC. 1750 COMMERCE COURT WHITE BEAR LAKE, MN 555110 ELECTRICAL CONTACT: BECKY KLINGHAGEN TITLE: ELECTRICAL DESIGNER EMAIL: bklinghagen@hallbergengineering.com MECHANICAL CONTACT: THOMAS STOUTENBURG TITLE: SENIOR MECHANICAL ENGINEER EMAIL: tstoutenburg@hallbergengineering.com H&M STORE NO. US0120 SANTA ANITA SPACE NO: B-10 & F-24 400 SOUTH BALDWIN AVE. ARCADIA, CA 91007 REVISED & ISSUED ISSUED LIST OF DRAWINGS LIST OF DRAWINGSDWG. # E-000 E-210A E-210B E-211A E-211B E-310A E-310B E-411A E-411B E-412A E-412B E-501 E-502 E-601 E-602 E-701 E-703 E-704 E-800 E-901 E-902 M-000 M-210A M-210B M-800 M-900 P-500 P-900 FP-210A FP-210B FP-900 ELECTRICAL LEGENDS, NOTES AND DETAILS GENERAL LIGHTING PLAN - LOWER LEVEL GENERAL LIGHTING PLAN - UPPER LEVEL TRACK/SPECIALTY LIGHTING PLAN - LOWER LEVEL TRACK/SPECIALTY LIGHTING PLAN - UPPER LEVEL POWER PLAN - LOWER LEVEL POWER PLAN - UPPER LEVEL SECURITY PLAN - LOWER LEVEL SECURITY PLAN - UPPER LEVEL FIRE ALARM PLAN - LOWER LEVEL FIRE ALARM PLAN - UPPER LEVEL ENLARGED BOH POWER PLAN ENLARGED BOH POWER PLAN POWER RISER DIAGRAM PANEL SCHEDULES ELECTRICAL DETAILS SECURITY DETAILS BACK OF HOUSE ELEVATION LIGHTING FIXTURE SCHEDULE ELECTRICAL SPECIFICATIONS ELECTRICAL CA TITLE 24 FORMS MECHANICAL TITLE SHEET HVAC PLAN LOWER LEVEL HVAC PLAN UPPER LEVEL HVAC SCHEDULE AND DETAILS MECHANICAL SPECIFICATIONS PLUMBING AND DETAILS PLUMBING SPECIFICATIONS FIRE PROTECTION PLAN LOWER LEVEL FIRE PROTECTION PLAN UPPER LEVEL FIRE PROTECTION SPECIFICATIONS 12 . 1 2 . 2 2 IS S U E D F O R L L R E V I E W A N D P E R M I T STRUCTURAL ENGINEERING CONSULTANT KPFF 700 S FLOWER STREET, SUITE 2100 LOS ANGELES, CA 90017 CONTACT: ANDY LUU TITLE: STRUCTURAL ENGINEER EMAIL: andy.luu@kpff.com ARCHITECT JAMES M. HAMILL 560 DECKER DR., SUITE 170 IRVING, TX 75062 CONTACT: JAMES HAMILL TITLE: ARCHITECT TEL: (962) 714-0420 EMAIL: jhamill@prizmarchitects.com H&M STORE NO. US0120 SANTA ANITA SPACE NO: B-10 (LOWER LEVEL) 400 SOUTH BALDWIN AVE. ARCADIA, CA 91007 H&M STORE NO. US0120 SANTA ANITA SPACE NO: F-24 (UPPER LEVEL) 400 SOUTH BALDWIN AVE. ARCADIA, CA 91007 * EXISTING STORE - INTERIOR ALTERATION OF AN EXISTING H&M - REMOVAL OF SOME INTERIOR NON-LOAD BEARING WALLS - NEW INTERIOR WALL FINISHES - NEW STOREFRONT FINISHES - NEW INTERIOR FIXTURE PACKAGE 12 . 1 2 . 2 2 IS S U E D F O R L L R E V I E W A N D P E R M I T BMS SYSTEM TRANSFORMATICE WAVE (T-WAVE) 1012 CENTRAL AVE SOUTH KENT, WA 98032 TEL: (253) 867-2333 CONTACT: JERRY SCOTT E-MAIL: H&M@TWAVETECH.COM TECHNICAL@TWAVETECH.COM IT SYSTEM H&M IT CONTACT: JESSY WANG E-MAIL: JESSY.WANG@HM.COM S1.00 S2.00 SHEET INDEX, ABB. & GENERAL NOTES DETAILS 02 . 1 3 . 2 3 RE V I S E D P E R C I T Y C O M M E N T S 02 . 1 3 . 2 3 RE V I S E D P E R C I T Y C O M M E N T S CGBC 301.3 - RENOVATION SHALL COMPLY WITH THE PROVISION OF CHAPTER 5 OF THE CGBC SIGNAGE APEX SIGN GROUP 2570 BLVD OF THE GENERALS, SUITE 225 NORRISTOWN, PA 19403 CONTACT: MEGHAN LOWRY TITLE: PROJECT MANAGER TEL: (610) 209-7716 E-MAIL: HM@APEXSIGNGROUP.COM EAS/BURGLAR ALARM / CUBE FE MORAN SECURITY SOLUTIONS 201 W.UNIVERSITY AVE. CHAMPAIGN, IL 61820 CONTACT: JANNA CAPUTO HILL TITLE: NATIONAL EAS PROGRAM MANAGER E-MAIL: JCAPUTO@FEMORANSOLUTIONS.COM TEL: (217) 403- 8402 HVAC LENNOX LA NORTH #122 3410 N. SAN FERNANDO RD. #5 LOS ANGELES, CA 90065 CONTACT: REY GONZALES TEL: (714) 240-9983 02 . 2 4 . 2 3 IS S U E D F O R T E N D E R 02 . 2 4 . 2 3 IS S U E D F O R T E N D E R 04 . 1 0 . 2 3 IS S U E D F O R C O N S T R U C T I O N 04 . 1 0 . 2 3 IS S U E D F O R C O N S T R U C T I O N 06 . 1 3 . 2 3 RE V I S E D P E R C I T Y C O M M E N T S 2 06 . 1 3 . 2 3 RE V I S E D P E R C I T Y C O M M E N T S 2 06 . 1 3 . 2 3 RE V I S E D P E R C I T Y C O M M E N T S 2 06 . 2 6 . 2 3 RE - I S S U E D F O R C O N S T R U C T I O N 06 . 2 6 . 2 3 RE - I S S U E D F O R C O N S T R U C T I O N LF A-000 TITLE SHEET REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 02.13.23 REVISED PER CITY COMMENTS INTERNATIONAL SYMBOL OF ACCESSIBILITY REQUIRED DIMENSION RE Q U I R E D D I M E N S I O N NOTE:THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11B-703.7.2.1. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C. A BORDER MAY BE PROVIDED INSIDE OR OUTSIDE OF THE MINIMUM REQUIRED INTERNATIONAL SYMBOL OF ACCESSIBILITY DIMENSION. LEVER HANDLE 18 " MI N . 18" MIN. LOCATION OF TACTILE SIGNS AT DOORS (PLAN) CENTERED ON RAISED CHARACTERS 9" LOCATION OF TACTILE SIGNS AT DOORS (ELEVATION) 45 ° EQ EQ 58 " M I N - 6 0 " M A X (1 4 7 3 - 1 5 2 4 m m ) DOOR MOUNTED GEOMETRIC SYMBOL FOR RESTROOMS 18" MIN 32" MIN CLR 4" MAX. (102mm) 17"-18" (432-457) 5'-0" 56 " M I N (1 4 2 2 m m ) 5'-0" 17"-18" (432-457) 18" MIN. 60" M I N CLR (C) WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT WITH END-OPENING DOOR (B) WHEELCHAIR ACCESSIBLE SINGLE OCCUPANCY TOILET ROOM IN-SWING DOOR FLUSH ACTIVATOR ON OPEN SIDE 56 " M I N . WA L L H U N G FLUSH ACTIVATOR ON OPEN SIDE 59 " M I N FL O O R M O U N T E D 4' - 8 " 5'-0" 18" MIN (457mm) 17"-18" (432-457) 18" MIN 32" MIN. CLR 60" M I N CLR (A) WHEELCHAIR ACCESSIBLE SINGLE OCCUPANCY TOILET ROOM OUTSWING DOOR FLUSH ACTIVATOR ON OPEN SIDE WHEELCHAIR SPACE PROVIDED BEYOND ARC OF DOOR SWING 48 " M I N . (1 2 1 9 m m ) 48 " M I N (1 2 1 9 m m ) DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE 18" MIN 2'-8" CLR 4" MAX (102mm) 17"-18" (432-457) 5'-0" 56 " M I N WA L L H U N G FLUSH ACTIVATOR ON OPEN SIDE 59 " M I N FL O O R M O U N T E D 48 " M I N . (1 2 1 9 m m ) 36 " M I N . (9 1 4 m m ) 59 " M I N 17"-18" (432-457) 5'-0" 56 " M I N WA L L H U N G FLUSH ACTIVATOR ON OPEN SIDE 59 " M I N FL O O R M O U N T E D 60 " M I N (1 5 2 4 m m ) 4" M A X (1 0 2 m m ) 34 " M I N CL R 54 " M I N (1 3 7 2 m m ) MANEUVERING SPACE 48 " M I N (1 2 1 9 m m ) (D) WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT WITH SIDE-OPENING DOOR WHEN DOOR SWINGS IN MANEUVERING SPACE MANEUVERING SPACE 18" MIN (457mm) X > 2 7 " X > 6 8 5 X ≥ 8 0 " X ≥ 2 0 3 0 4" MAX (102mm) NOTE: OBJECTS WITH LEADING EDGES MORE THAN 27" UP TO 80" AFF SHALL NOT PROTRUDE MORE THAN 4" HORIZONTALLY INTO THE CIRCULATION PATH LATCH APPROACH: PUSH SIDE LATCH APPROACH: PULL SIDE 60 " M I N (1 5 2 4 m m ) 24"MIN (610mm) 44 " * M I N (1 1 1 8 m m ) 24"MIN (610mm) *48" MIN IF BOTH LATCH AND CLOSER ARE PROVIDED 60 " M I N (1 5 2 4 m m ) DOOR WIDTH DOOR WIDTH 48"MIN (1219mm) 60 " M I N (1 5 2 4 m m ) DOOR WIDTH 48"MIN (1219mm) 60 " M I N (1 5 2 4 ) 60"MIN (1524mm) 18"MIN (457mm) 60 " M I N (1 5 2 4 m m ) X> 8 " RECESSED DOOR FRONT APPROACH: PULL SIDE RECESSED DOOR FRONT APPROACH: PUSH SIDE RECESSED DOOR FRONT APPROACH: PUSH SIDE WITH LATCH AND CLOSER 48 " M I N (1 2 1 9 m m ) X> 8 " NO EXTENSION BEYOND LATCH REQUIRED IF CLOSER IS NOT PROVIDED 12"MIN (305mm)X> 8 " 48 " (1 2 1 9 m m ) 12" EXTENSION BEYOND LATCH REQUIRED IF LATCH AND CLOSER ARE PROVIDED HINGE APPROACH: PUSH SIDE HINGE APPROACH: PULL SIDE 60 " M I N (1 5 2 4 m m ) 36"MIN (914mm) 22"MIN (559mm)44 " * M I N (1 1 1 8 m m ) *48" MIN IF BOTH LATCH AND CLOSER ARE PROVIDED FRONT APPROACH AT DOORWAYS < 36" CLEAR WITHOUT DOORS SIDE APPROACH AT DOORWAYS < 36" CLEAR WITHOUT DOORS 48 " M I N (1 2 1 9 m m ) 42 " M I N (1 0 6 7 m m ) 24 " M A X (6 1 0 m m ) 42 " M I N (1 0 6 7 m m ) 24"MIN (610mm) 42 " (1 0 6 7 m m ) 22" MIN. (559mm) 48 " M I N (1 2 1 9 m m ) STOP OR LATCH APPROACH SLIDING AND FOLDING DOORS POCKET OR HINGE APPROACH SLIDING AND FOLDING DOORS FRONT APPROACH SLIDING AND FOLDING DOORSDOORS IN A SERIES 32"MIN (813 mm) FRONT APPROACH: PULL SIDE FRONT APPROACH: PUSH SIDE WITH LATCH AND CLOSER 48 " M I N (1 2 1 9 m m ) 12" (205mm) FRONT APPROACH: PUSH SIDE NO CLOSER 48 " (1 2 1 9 m m ) 60 " M I N (1 5 2 4 m m ) 18"MIN (457mm) ADD 6" (152 MM) AT EXTERIOR SIDE OF EXTERIOR DOORS ADD 6" (152 MM) AT EXTERIOR SIDE OF EXTERIOR DOORS 24 " M A X (6 1 0 m m ) 32"MIN (813 mm) CLEAR WIDTH OF AN ACCESSIBLE ROUTE T-SHAPED SPACE FOR 180° TURN 90° TURN 180° TURN 180° TURN (EXCEPTION) NOTE: 32" CLEARANCE MINIMUM IS ALLOWED ON THE ACCESSIBLE ROUTE AT DOORWAYS 36 " M I N (9 1 5 m m ) 12"MIN (305mm) 36"MIN (915mm) 12"MIN (305mm) 60 " M I N (1 5 2 5 m m ) 60 " M I N (1 5 2 5 m m ) 48 " M I N (1 2 2 0 m m ) 36 " M I N (9 1 5 m m ) 36"MIN (915mm) 48"MIN (1220mm) 36"MIN (915mm) 42"MIN (1065mm) X < 48" (1220mm) 42"MIN (1065mm) 36"MIN (915mm) X < 48" (1220mm) 36"MIN (915mm) 48" MIN (1220mm) 24"MAX (610mm) 32 " (8 1 5 m m ) 36 " (9 1 5 m m ) 32 " (8 1 5 m m ) 36 " (9 1 5 m m ) 24"MAX (610mm) FORWARD APPROACH FORWARD APPROACH PARALLEL APPROACH MANEUVERING CLEARANCE IN AN ALCOVE 30"MIN (760mm) 48 " M I N (1 2 2 0 m m ) 48 " M I N (1 2 2 0 m m ) X > 2 4 " X > 6 1 0 30 " M I N (7 6 0 m m ) 48"MIN (1220mm) 30 " M I N (7 6 0 m m ) 60"MIN (1525mm) X > 1 5 " (X > 3 8 0 m m ) 17"MIN (430mm) 25"MAX (635mm) 30 " M I N (7 6 0 m m ) TOE CLEARANCE: PLAN KNEE CLEARANCE: PLAN 30 " M I N (7 6 0 m m ) 25"MAX (635mm) TOE/KNEE CLEARANCE ELEVATION 6"MIN (150mm) 11"MIN (280mm) 9" M I N (2 3 0 m m ) 27 " M I N (6 8 5 m m ) 8"MIN (205mm) 36"MIN (915mm) 1/ 2 " M A X (1 2 . 7 m m ) 1/ 4 " M A X (6 . 4 m m ) 1/ 4 " M A X (6 . 4 m m ) 1 2 1/ 4 " M A X (6 . 4 m m ) VERTICAL CHANGES IN LEVEL (INCLUDING GRATES AND MATS) BEVELED CHANGES IN LEVEL (INCLUDING GRATES AND MATS) 1/ 4 " M A X (6 . 4 m m ) BE L O W TH R E S H O L D MA T 1/ 2 " M A X (1 2 . 7 m m ) 1/ 4 " M A X (6 . 4 m m ) NOTE: CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE ½ INCH (13 MM) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303 1 2 1/ 2 " M A X (1 2 . 7 m m ) 1/ 4 " M A X (6 . 4 m m ) 1/ 4 " M A X (6 . 4 m m ) 33 " - 3 6 " 84 0 - 9 1 5 15 " M I N 44 " M A X 12"MIN (305mm) 24"MIN (610mm) TP DISPENSER 12"MAX (305mm) 42"MIN (1067mm) 17 " M I N 19 " M A X 19 " M I N TO O U T L E T TP DISPENSER 17 " M A X TO R I M 44 " M A X PROVIDE 48"X30" CLEAR FLOOR SPACE AT URINAL PER SECTION 11B-305 2019 CBC ACCESSIBLE URINAL ONE MIN WHERE LOCATED MIRROR OVER SINK SOAP DISPENSER 18" (457mm)27 " T O 2 9 " 34 " M A X 40 " M A X B O T T O M O F RE F L E C T I V E S U R F A C E 48 " M A X T O OP E R A T I N G P O I N T NOTE: THE REQUIREMENT FOR KNEE AND TOE CLEARANCES SHALL NOT APPLY TO MORE THAN ONE BOWL OF A MULTIBOWL SINK 8" MIN 9"MI N TOE AND KNEE CLEARANCE INSULATE EXPOSED HOT WATER AND DRAIN PIPES, TYP PROVIDE ACCESSIBLE CONTROLS AND 48"X30" CLEAR FLOOR SPACE AT SINK PER SECTION 305 ICC/ANSI A117.1 4' - 0 " SE N S O R O R C O N T R O L S WATER FEATURE 33 " - 3 6 " (8 4 0 - 9 1 5 ) 6"MAX (152mm) 36"MIN (914mm) 6"11" MIN 19 " M I N TO O P E N I N G 40 " M A X TO O P E R A B L E P O I N T NAPKIN DISPOSAL SEAT COVER DISPENSER AT BACK WALL SEAT COVER DISPENSER AT SIDE WALL HAND DRYER (REACH DEPTH < 5") LIGHTING, ENVIRONMENTAL & APPLIANCE CONTROLS, AND FIRE ALARM PULL STATIONS FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET HOOK SHELFELECTRICAL OUTLET AND COMMUNICATION SYSTEM OUTLETS 48 " M A X F O R FR O N T A P P R O A C H 48 " M A X C E N T E R O F F I R E EX T I N G U I S H E R H A N D L E 48 " M A X T/ O H O O K 48 " M A X T/ O S H E L F L E S S T H A N 1 0 " D 48 " M A X (4 6 " A T C O U N T E R S ) 15 " M I N 3' - 4 " TO O P E R A B L E P A R T S 19 " M I N TO O U T L E T TOILET PAPER DISPENSER AT SIDE WALL ADA BABY CHANGING STATION 19 " M I N TO O U T L E T 54"MIN (1372mm) 7"-9" (178-229) 24" MIN (610mm) 33 " M A X T O T O P O F F CH A N G I N G S U R F A C E 44 " M A X TO O P E R A B L E P A R T 36 " M A X (9 1 5 m m ) 38 " M I N - 4 3 " M A X (9 6 5 m m - 1 0 9 0 m m ) 27 " M I N (6 8 5 m m ) 6" MAX (150mm) 8" MIN (205mm) 5" MAX (125mm) 15" MIN (380mm) 9" M I N (2 3 0 m m ) 18" MIN - 24" MAX (457 - 610mm) 48" MIN (1220mm) 30 " M I N (7 6 0 m m ) 18" MIN - 19" MAX (457 - 483mm) EQ EQ HI LO SPOUT HEIGHT AND KNEE CLEARANCE - LO SPOUT HEIGHT - HI CLEAR FLOOR SPACE AT ALCOVE NOTE: EQUIPMENT PERMITTED IN SHADED AREA 11" MIN (280mm) 32 " M I N (8 1 3 m m ) 1-1/4" TO 2" DIA. NOMINAL 1 1/2" MIN FACE OF WALL OR PROJECTED SURFACE 1. 2. NOTE: GRAB BARS AND ANY WALL OR OTHER SURFACE, SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 33 " - 3 6 " 34 " M A X (2 0 1 9 C B C ) CASH DESK PLAN CASH DESK ELEVATIONLENGTH VARIES PER SHOPS 36" MIN (915mm) LENGTH VARIES PER SHOPS 36" MIN (915mm) 30 " M I N (7 6 0 m m ) 48"MIN (1220mm) LENGTH VARIES PER SHOPS LENGTH VARIES PER SHOPS CLEAR FLOOR SPACE FOR PARALLEL APPROACH 27 1 / 4 " (6 9 2 m m ) EQ EQ ACCESSIBLE RESTROOM (SINGLE OCCUPANT) WOMEN'S ACCESSIBLE RESTROOM (MULTIPLE OCCUPANT) MEN'S ACCESSIBLE RESTROOM (MULTIPLE OCCUPANT) ALL GENDER RESTROOM (SINGLE OCCUPANT) ALL GENDER ACCESSIBLE RESTROOM (SINGLE OCCUPANT) 48 " M I N B / O T A C T I L E C H A R A C T E R S (1 2 2 0 m m ) 60 " M A X B / O T O P L I N E O F T E X T (1 5 2 5 m m ) MINIMUM 6"x6" NON-GLARE FIELD 5/8"H UPPERCASE TYPE RAISED 1/32" MINIMUM ABOVE CONTRASTING FIELD GRADE 2 BRAILLE, TYPICAL 63 " A F F T / O S I G N (1 6 0 0 m m ) ACCESSIBLE RESTROOM 6" 6" ALL GENDERRESTROOM ALL GENDERRESTROOM WOMEN MEN FITTINGROOM ACCESSIBLE FITTING ROOM ROUTE EXITEXIT 60 " A F F T / O S I G N (1 5 2 5 m m ) 48 " M I N B / O T A C T I L E C H A R A C T E R S (1 2 2 0 m m ) 5/8"H UPPERCASE TYPE RAISED 1/32" MINIMUM ABOVE CONTRASTING FIELD, SANS SHERIF GRADE 2 BRAILLE, TYPICAL 'EXIT' AND 'EXIT ROUTE' TACTILE SIGNS 1. 2. NOTE: USE CONTRASTING CHARACTERS (WHITE CHARACTERS ON BLACK BACKGROUND) NON-GLARE FINISH: THE GLARE FROM COVERINGS, THE FINISH OF CHARACTERS AND THEIR BACKGROUND SHALL NOT EXCEED 19 GLOSS UNITS (GU) AS MEASURED ON A 60-DEGREE GLOSS METER. 1/ 2 " MI N DOOR MOUNTED GEOMETRIC SYMBOLS FOR RESTROOMS MEN'S TOILET AND BATHING FACILITIES WOMEN'S TOILET AND BATHING FACILITIES UNISEX TOILET AND BATHING FACILITIES 1/4" THK 12" DIA CIRCLE WITH 1/4" THK EQUILATERAL TRIANGLE SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN CIRCLE. CIRCLE TO CONTRAST WITH DOOR, TRIANGLE TO CONSTRAST WITH CIRCLE 1/4" THK 12" DIA CIRCLE, CIRCLE TO CONTRAST WITH DOOR EQUILATERAL TRIANGLE 1/4" THK WITH EDGES 12"LONG AND VERTEX POINTING UPWARD TRIANGLE TO CONTRAST WITH DOOR 1 ' - 0 " 1/8" MIN- 1/4" MAX RADIUSED VERTICES -1 / 2 " MA X Ø1'-0 " Ø1'-0" SWING DOOR SLIDING DOOR FOLDING DOOR DOORWAYS WITHOUT DOORS 32" MIN (815mm) 90° 32" MIN (815mm) 32" MIN CLR (815mm) 36" MIN (915mm) >2 4 " > 6 1 0 IDENTIFICATION FOR ROOMS, EXIT ROUTES FIRE ALARM, THERMOSTAT OUTLETS DOOR LEVERS 5'-0" 4'-0" 3'-3" UNO 1'-6" ZONE OF REACH (34"MIN. TO 48"MAX.) 44 " M A X (1 1 1 8 m m ) >20"-25" MAX >508-635 20"MAX (508mm) 48 " M A X (1 2 1 9 m m ) (A)(B) OBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH >10"-24" MAX 254-610 46 " M A X (1 1 6 8 m m ) 34 " M A X (8 6 4 m m ) 34 " M A X (8 6 4 m m ) 48 " M A X (1 2 1 9 m m ) 10"MAX (254mm)OBSTRUCTED HIGH SIDE REACH (A)(B) 15 " M I N (3 8 1 m m ) 48 " M A X (1 2 1 9 m m ) UNOBSTRUCTED SIDE REACH 10"MAX (254mm) 15 " M I N (3 8 1 m m ) 48 " M A X (1 2 1 9 m m ) 60"MIN (1524mm) 36"MIN (914mm) 12"MIN (305mm) 12"MIN (305mm) 36 " M I N (9 1 4 m m ) 24 " (6 1 0 m m ) 6 0 " M I N T-SHAPED TURNING SPACE CIRCULAR TURNING SPACE 1. 2. 3. NOTE: CHANGES IN LEVEL, SLOPES EXCEEDING 1:48, AND DETECTABLE WARNINGS SHALL NOT BE PERMITTED FOR FLOOR SURFACES OF A TURNING SPACE TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO THE TURNING SPACES. 60 " M I N (1 5 2 4 m m ) 12"MIN (305mm) X 12"MIN (305mm) 12" PLUS TREAD DEPTH 34 " - 3 8 " 86 4 - 9 5 5 1-1/4" TO 2" DIA. NOMINAL FACE OF WALL OR PROJECTED SURFACE 1 1/2" MIN 1 1 / 2 " MI N . 1 1/4" MIN TO 2" MAX. LF A-001 ACCESSIBILITY DETAILS AND NOTES REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION INTERNATIONAL SYMBOL OF ACCESSIBILITY 1 SCALE: 3/8" = 1'-0" TACTILE SIGNAGE LOCATION AT DOORS 5 SCALE: 1/4" = 1'-0" TOILET ROOM CLEARANCES 7 SCALE: 1/4" = 1'-0" PROTRUDING OBJECTS 8 SCALE: 3/8" = 1'-0" DOOR ACCESS CLEARANCES 4 SCALE: 1/4" = 1'-0" WALKING SURFACE CLEAR WIDTH 9 SCALE: 1/4" = 1'-0" ACCESSIBILITY NOTES (2010 ADA / 2019 CBC): 1. 2. 3. 4. 1. 2. 3. ADA COMPLIANCE NOTE: TENANT'S LEASED PREMISES SHALL COMPLY WITH TITLE III OF THE 2010 AMERICANS WITH DISABILITIES ACT (ADA) AND CHAPTER 11B OF THE 2022 CALIFORNIA BUILDING CODE (CBC) AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. COMPLIANCE WILL INCLUDE, BUT NOT BE LIMITED TO, THE DESIGN, CONSTRUCTION AND/OR ALTERATION OF THE LEASED PREMISES AS REQUIRED BY THE CODE, SHOWN GRAPHICALLY ON THIS SHEET AND IN NOTES BELOW. WHERE THESE CODES PROVIDE CONFLICTING REQUIREMENTS, GC TO CONFORM TO THE STRICTEST REQUIREMENT. GC IS RESPONSIBLE FOR ALL SITE VERIFICATIONS. CONTROLS AND OPERABLE PARTS (2010 ADA/ 2022 CBC SECTION 11B- 309): CONTROLS AND OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ALONG ACCESSIBLE ROUTES, AND IN ACCESSIBLE ROOMS AND SPACES SHALL BE ACCESSIBLE AND SHALL COMPLY WITH SECTION 11B- 309 INCLUDING BUT NOT LIMITED TO HANDLES, PULLS, LATCHES, LOCKS, ELECTRICAL SWITCHES, DISPENSERS, AND TRASH DISPOSAL UNITS. A CLEAR FLOOR SPACE OF 30" x 48" FOR EITHER A FORWARD OR PARALLEL APPROACH SHALL BE PROVIDED CENTERED ON THE CONTROLS. THE HEIGHT OF THE OPERABLE PART SHALL BE WITHIN ONE OF MORE OF THE REACH RANGES SPECIFIED IN SECTION 11B- 308. THE OPERABLE PART SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT PINCHING, GRASPING OR TWISTING. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2N) MAXIMUM. ACCESSIBLE ROUTES (2010 ADA / 2022 CBC SECTION 11B- 402): ACCESSIBLE ROUTES SHALL BE A MINIMUM OF 36 INCHES (915mm) ON INTERIOR ROUTES AND 48 INCHES (1220mm) ON EXTERIOR ROUTES AND BE FREE OF ALL OBJECTS THAT PROTRUDE MORE THAN 4 INCHES (100mm) INTO THE ROUTE BETWEEN 27 INCHES (685mm) AFF AND 80 INCHES (2030mm) AFF, INCLUDING BUT NOT LIMITED TO FIRE EXTINGUISHER CABINETS, MAILBOXES, WALL-MOUNTED TELEVISIONS, WALL-MOUNTED HOOKS, HANGBARS, CABINETS, AND SHELVES, DRINKING FOUNTAINS, ETC. WHERE ACCESSIBLE SURFACES ARE REQUIRED TO BE LEVEL, INCLUDING BUT NOT LIMITED TO: TURNING SPACES, MANEUVERING CLEARANCES AT DOORS, WHEELCHAIR SPACES AT OPERABLE ELEMENTS, AND TOILET ROOMS, THE MAX SLOPE SHALL BE 1:48 (2%), OTHER ACCESSIBLE ROUTE WALKING SURFACES SHALL NOT EXCEED A SLOPE OF 1:20 (5%), CROSS SLOPE NOT TO EXCEED SLOPE OF 1:48 (2%), OR SHALL MEET THE REQUIREMENTS FOR RAMPS OR STAIRS. CHANGES IN LEVEL SUCH AS AT TRANSITIONS BETWEEN FLOOR MATERIALS AND DOOR THRESHOLDS SHALL NOT EXCEED 1/4" IN HEIGHT OR IF BEVELED 1/2" MAX WITH A SLOPE NOT STEEPER THAN 1:2. 1. 2. 3. 4. 5. 6. DOORS AND HARDWARE (2010 ADA / 2022 CBC SECTION 11B- 404): HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (865mm) MINIMUM AND 44 INCHES (1220mm) MAXIMUM ABOVE THE FLOOR. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OF EFFORT. ALL PUBLIC ENTRANCE AND EXIT DOORS TO THE BUILDING OR TENANT SPACE SHALL BE MADE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. IF A SERVICE OR LOADING ENTRANCE IS THE ONLY ENTRANCE/EXIT TO THE SPACE THIS ENTRANCE/EXIT MUST BE ACCESSIBLE. ANY ENTRANCE/EXIT NOT ACCESSIBLE BY PERSONS IN WHEELCHAIRS SHALL HAVE A SIGN CLEARLY INDICATING THE LOCATION OF THE ACCESSIBLE ENTRANCE/EXIT. EVERY DOORWAY ON AN ACCESSIBLE ROUTE SHALL HAVE A CLEAR OPENING WIDTH 32 INCHES (815mm) MINIMUM OR THE REQUIRED WIDTH PER BUILDING EGRESS CODE, WHICHEVER IS LARGER. CLEAR OPENING WIDTH OF DOORWAYS WILL SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610mm) IN DEPTH AT DOORS AND DOORWAYS WITHOUT DOORS SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915mm) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865mm) ABOVE THE FLOOR. PROJECTION INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (365 mm) AND 80 INCHES (2030mm) ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES (100mm). THE FORCE FOR PUSHING OR PULLING OPEN DOORS FOR OTHER THAN FIRE DOORS SHALL NOT EXCEED 5 POUNDS (22N) FOR INTERIOR DOORS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPENERS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE LOCAL AUTHORITY HAVING JURISDICTION, NOT TO EXCEED 15 POUNDS (66.7 N) PER 2022 CBC SECTION 11B-404.2.9. THE BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. TEMPERED GLASS DOORS WITHOUT STILESSHALL NOT BE REQUIRED TO MEET THE 10 INCH (255 MM) BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT IF THEIR BOTTOM RAIL OR SHOES HAS A TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. THE LEVEL AREA SHALL EXTEND FOR THE FULL REQUIRED MANEUVERING CLEARANCE AREA. THE REQUIRED LEVEL AREA EXTENT IS DEPENDENT ON APPROACH DIRECTION AND WHETHER OR NOT A LATCH AND CLOSER IS PROVIDED, SEE MANEUVERING CLEARANCE DIAGRAMS. 1. 2. 3. 1. 2. 3. AUDIBLE AND VISUAL ALARMS (NFPA-72 / 2010 ADA SECTION 702 / 2022 CBC SECTION 907) AUDIBLE AND VISUAL ALARMS AND NOTIFICATION APPLIANCES THAT ARE PART OF A BUILDING FIRE ALARM SYSTEM SHALL BE IN ACCORDANCE WITH NFPA-72, BE POWERED BY A COMMERCIAL LIGHT AND POWER SOURCE, BE PERMANENTLY CONNECTED TO THE WIRING OF THE PREMISE'S ELECTRIC SYSTEM, AND BE PERMANENTLY INSTALLED. AUDIBLE ALARMS: EMERGENCY ALARMS SHALL PRODUCE A SOUND THAT EXCEEDS THE AVERAGE AMBIENT SOUND LEVEL BY AT LEAST 15 DECIBELS OR EXCEEDS ANY MAXIMUM SOUND LEVEL WITH A DURATION OF AT LEAST 60 SECONDS BY 5 DECIBELS, WHICHEVER IS LOUDER. SOUND LEVELS FOR ALARM SIGNALS SHALL NOT EXCEED 110 DECIBELS AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. VISUAL ALARMS: VISUAL ALARMS SHALL BE FLASHING LIGHTS ARRANGED TO FLASH IN CONJUNCTION WITH THE AUDIBLE EMERGENCY ALARMS. THE FLASHING FREQUENCY OF VISUAL ALARMS SHALL NOT EXCEED 2HZ NOR BE LESS THAN 1HZ. AUXILIARY ALARMS: SENSORY ALARMS PROVIDED FOR PERSONS WITH HEARING IMPAIRMENTS SHALL BE CONNECTED TO THE BUILDING EMERGENCY SYSTEM OR THERE SHALL BE A STANDARD 110- VOLT ELECTRICAL RECEPTACLE INTO WHICH AN ALARM UNIT CAN BE CONNECTED TO BE ACTIVATED BY THE BUILDING ALARM SYSTEM. INSTRUCTIONS FOR USE OF THE AUXILIARY ALARM SHALL BE PROVIDED. SIGNS AND IDENTIFICATIONS (2010 ADA / 2022 CBC SECTION 11B- 703): SIGNS THAT IDENTIFY PERMANENT ROOMS AND SPACES SHALL HAVE TACTILE, RAISED, AND BRAILLE CHARACTERS AND PICTOGRAMS. THESE SIGNS SHALL BE MOUNTED 60" AFF TO THE BOTTOM OF THE TOP MOST LETTERS AND NOT LESS THAN 48" AFF TO THE BOTTOM OF THE LOWEST LETTERS OR CHARACTERS. SIGN SHALL BE LOCATED ON THE LATCH SIDE OF THE DOOR, APPROXIMATELY 9" FROM THE JAMB ON CENTER. CHARACTERS, SYMBOLS, OR PICTOGRAPHS ON TACTILE SIGNS SHALL BE RAISED 1/32" (0.8mm) MINIMUM. RAISED LETTERS AND NUMBERS SHALL BE SANS SERIF UPPERCASE CHARACTERS. RAISED CHARACTERS OR SYMBOLS SHALL BE AT LEAST 5/8" (16mm) HIGH, BUT NO HIGHER THAN A NOMINAL 2" (51mm),EXCEPT WHERE SEPARATE RAISED AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, RAISED CHARACTER HEIGHT SHALL BE PERMITTED TO BE 1/2 INCH (13mm) MINIMUM. LETTERS AND NUMBERS ON SIGNS SHALL HAVEA CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (16mm) MINIMUM AND 2 INCHES (51mm) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I"WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 ANDCHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". 1. 2. 3. 4. 1. 2. 3. 1. 2. 3. 4. EMPLOYEE WORK AREAS (2010 ADA SECTION 203 / 2022 CBC SECTION 11B- 203): AN EMPLOYEE WORK AREA IS ALL OR ANY PORTION OF A SPACE USED ONLY BY EMPLOYEES AND ONLY FOR WORK.CORRIDORS, TOILET ROOMS, KITCHENETTES, AND BREAK ROOMS ARE NOT EMPLOYEE WORK AREAS. EMPLOYEE WORK AREAS SHALL BE DESIGNED AND CONSTRUCTED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER AND EXIT THE EMPLOYEE WORK AREA AND COMPLY WITH ACCESSIBLE EGRESS REQUIREMENTS AT A MINIMUM. WHERE FEASIBLE THE EMPLOYEE WORK AREA SHALL BE CONSTRUCTED TO BE FULLY ACCESSIBLE INCLUDING NON-REQUIRE WHEELCHAIR TURNING CIRCLES AND AISLE WIDTH. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE ROUTES WITH THE EXCEPTION OF COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT ARE LESS THAN 1,000SF (93m2) IN SIZE AND DEFINED BY PERMANENTLY INSTALLED PARTITIONS, COUNTERS, CASEWORK OR FURNISHINGS, WHICH SHALL NOT BE REQUIRED TO BE ACCESSIBLE ROUTES, BUT SHALL COMPLY WITH MINIMUM EGRESS WIDTH OF NON-PUBLIC AISLES. ACCESSIBLE EMPLOYEE WORK STATIONS AND WORK SURFACES SHALL BE ON ACCESSIBLE ROUTES. FITROOM (2010 ADA / 2022 CBC SECTION 11B- 803): SEAT/BENCH SHALL BE 17"H x 24"D x 48"L AND FIXED TO THE WALL CLEAR FLOOR SPACE SHALL BE PROVIDED ALONGSIDE THE BENCH TO ALLOW A PERSON USING A WHEELCHAIR TO MAKE A PARALLEL TRANSFER ONTO THE SEAT NOTE: WHERE DOOR SWINGS INTO FITROOM A TURNING SPACE COMPLYING WITH SECTION 11B-304.3 SHALL BE PROVIDED BEYOND THE ARC OF THE DOOR SWING. KITCHENETTES (2010 ADA / 2022 CBC SECTION 11B- 804): KITCHENETTE COUNTER HEIGHT: +/- 33 3/4" OR AS REQUIRED TO ENSURE HEIGHT OF SINK RIM PROVIDED BY GC DOES NOT EXCEED 34" MAXIMUM.NOTE: AN ACCESSIBLE WORK SURFACE IS NOT REQUIRED IN SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE. KITCHENETTE SINK (2010 ADA / 2022 CBC SECTION 11B- 606): HEIGHT: THE FRONT OF SINKS SHALL 34 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE.NOTE: A PARALLEL APPROACH COMPLYING WITH 305 AND CENTERED ON THE SINK, SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS BUILT-IN STORAGE (CABINETS AND SHELVES): AT LEAST 50% OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 11B- 811. ALL DRAWER HEIGHTS TO COMPLY WITH REACH RANGES. CABINETS SHALL PROVIDE ADJUSTABILITY FOR SHELF HEIGHTS WITHIN BASE CABINETS TO ALLOW FOR SHELVING ABOVE 15"AFF MINIMUM. AT ALL KITCHENETTES PROVIDE A 40" MINIMUM CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN WORK AREAS. CLEAR FLOOR SPACE 16 SCALE: 3/8" = 1'-0" FLOOR TRANSITION HEIGHTS 11 SCALE: 3" = 1'-0" MOUNTING HEIGHTS FOR PLUMBING FIXTURES, TOILET ACCESSORIES, AND MISCELLANEOUS FIXTURES 10 SCALE: 1/2" = 1'-0" DRINKING FOUNTAIN 14 SCALE: 1/2" = 1'-0" GRAB BAR DETAIL 12 SCALE: 6" = 1'-0" ACCESSIBLE CASH DESK 13 SCALE: 3/8" = 1'-0" TACTILE SIGNAGE 2 SCALE: 1 1/2" = 1'-0" DOORWAYS 3 SCALE: 3/8" = 1'-0" TURNING SPACES 6 SCALE: 1/4" = 1'-0" REACH RANGES 15 SCALE: 3/8" = 1'-0" NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 3 06.13.23 REVISED PER CITY COMMENTS 3 HANDRAIL DETAILS 17 SCALE: 1/4" = 1'-0" 4 06.21.23 REVISED PER CITY COMMENTS EXISTING ACCESSIBLE PARKING EXISTING ACCESSIBLE PARKING LEVEL 1 ENTRANCE TO H&M SPACE ACCESSIBLE PATH ACCESSIBLE PATH H&M (B-10) LF A-002 SITE PLAN ACCESSIBILITY REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION LF A-003 2022 CGBSC REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 02.13.23 REVISED PER CITY COMMENTS LF A-004 2022 CGBSC REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 02.13.23 REVISED PER CITY COMMENTS LF A-005 2022 CGBSC REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 02.13.23 REVISED PER CITY COMMENTS GENERAL CONDITIONS SECTIONELEVATION SECTION DETAIL PLAN DETAIL X PARTITION TYPE COLUMN TAG FINISH TAG X ALL WORK IS TO CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS AND CERTIFICATES. THE CONTRACTOR WILL BECOME FAMILIAR WITH EXISTING CONDITIONS AND SHALL VERIFY EXISTING FIELD CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF THE WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. FOR GENERAL CONDITIONS REFER TO AIA DOCUMENT A107 2007. ALL WORK TO BE WARRANTED FOR A PERIOD NO LESS THAN ONE YEAR. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING MANAGEMENT. ALL ELECTRICIANS AND PLUMBERS INVOLVED IN THE WORK ARE TO BE LICENSED AND BONDED. ELECTRICAL WORK SHALL BE FILED SEPARATELY BY THE ELECTRICAL SUBCONTRACTOR. DEMOLITION IS TO BE PERFORMED IN AN ORDERLY MANNER, PER THE RESTRICTIONS, REGULATIONS, AND HOURS SET BY THE BUILDING MANAGEMENT. DEBRIS IS TO BE DISCARDED OFF SITE IN A PROPER MANNER AND NOT BE ALLOWED TO ACCUMULATE IN THE WORK AREA. DIMENSIONS GIVEN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL LAY OUT HIS OR HER OWN WORK, AND SHALL FURNISH ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC...) G.C. TO CHECK WITH LANDLORD FOR TYPE OF CONNECTIONS & POINT ATTACHMENT TO EXISTING STRUCTURE AND SLAB PRIOR TO PERFORM WORK. G.C. TO COORDINATE WITH ALL H & M VENDORS AND SUPERVISORS AT JOB SITE. G.C. AND HIS FLOOR CONTRACTORS TO INSPECT FLOOR AT TIME OF H & M POSSESSION OF SPACE FROM LANDLORD & ADVISE H & M OF ANY PROBLEMS OR DEFICIENCIES. G.C. TO SCHEDULE H&M VENDOR DELIVERIES WITH H&M PROJECT MANAGER. PROPOSED WORK TO COMPLY WITH APPLICABLE REQUIREMENTS OF LOCAL LAWS FOR HANDICAPPED ACCESS. TOILET ROOMS TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF LOCAL LAWS FOR HANDICAPPED ACCESSIBILITY. ACCESSIBLE ROUTES TO BE FURNISHED, PROVIDING A MINIMUM OF 32 INCHES OF WIDTH AT DOORWAYS. EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS AS PER CODE REQUIREMENTS. PROPOSED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF H.C. ACCESSIBILITY OF LOCAL LAWS : A. CLEAR FLOOR SPACE OF A MINIMUM OF 30 INCHES BY 48 INCHES SHALL BE FURNISHED FOR APPROACH TO ALL STORAGE FACILITIES. B. STORAGE SPACES SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN H.C. APPLICABLE ACCESSIBILITY CODES. CLOTHES RODS SHALL BE A MAXIMUM OF 54 INCHES OFF THE FLOOR. C. HARDWARE FOR STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. GENERAL ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. STRUCTURAL A. CONTRACTOR TO FURNISH ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. B. ALL DEMOLITION OPERATION, REPAIR OPERATIONS, AND ALTERATION OPERATIONS TO BE DONE IN ACCORDANCE WITH (APPLICABLE BUILDING CODE) MEANS OF EGRESS ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS, TOOLS, ETC. FIRE SAFETY A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA, AND/ OR GENERAL CONTRACTOR. B. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION. C. ALL FLAMMABLE MATERIALS TO BE KEPT AWAY FROM HEAT. D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. E. ALL ELECTRICAL POWER TO BE SHUT-OFF WHERE THERE ARE EXPOSED CONDUITS. F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. G. CONTRACTOR, AT ALL TIMES, TO MAKE SURE THERE ARE NO LEAKS OF NATURAL GAS IN BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION. DUST CONTROL A. DEBRIS, DIRT, AND DUST TO BE KEPT TO A MINIMUM, AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREAS BY MEANS OF TEMPORARY PARTITIONS OR HEAVY WEIGHT DROP CLOTHES. C. DEBRIS, DIRT, AND DUST TO BE CLEANED UP AND CLEARED FROM BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. NOISE AFTER HOURS A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M., MONDAYS THROUGH FRIDAYS, EXCEPT LEGAL HOLIDAYS. B. CONTRACTOR TO OBTAIN PERMITS AND THE WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORKING DURING OTHER THAN REGULAR HOURS. COORDINATE WITH MALL MANAGEMENT/LANDLORD'S REPRESENTATIVE. X X X REVISION TAG X KEYNOTE TAG ROOM NAME RM # AFF FINISH CEILING TAG ELEVATION TAG ROOM TAG A.FIELD CONDITIONS CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL AS ALL DIMENSIONS AND CONDITIONS INDICATED IN THE DRAWINGS, PRIOR TO ACTUAL CONSTRUCTION. ANY VARIATION FROM CONDITIONS INDICATED IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO COMMENCING WORK. B.COORDINATION OF WORK THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE WORKING DRAWINGS. CONTRACTOR SHALL CAREFULLY EXAMINE ALL THE DRAWINGS AND BE RESPONSIBLE FOR THE PROPER INSTALLATION OF HIS WORK AND PROPER CONSIDERATION FOR THE WORK OF OTHERS AND EXISTING BUILDING CONSTRUCTION. DO NOT PLACE DUCTS, PIPING, CONDUIT OR ANY OBSTRUCTION SO AS TO IMPAIR REQUIRED CEILING HEIGHTS AND CLEARANCE FOR LIGHTING FIXTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF EXISTING ADJACENT TENANT(S) AND BUILDING FACILITIES. CONTRACTOR TO COORDINATE WITH LANDLORD AND OBTAIN AND FOLLOW BUILDING RULES AND REGULATIONS FOR CONSTRUCTION. C.BUILDING CODES AND REGULATIONS ALL WORK SHALL CONFORM TO ALL CODES AND REGULATIONS. CONTRACTOR SHALL FILE, PAY FOR, AND OBTAIN ALL REQUIRED PERMITS TO PERFORM THE WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS FROM GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. APPROVALS TO OCCUPY THE SPACE BY LOCAL BUILDING OFFICIALS SHALL BE OBTAINED. D.INSURANCE 1. CONTRACTOR SHALL SECURE, PAY FOR, AND MAINTAIN DURING CONSTRUCTION FIXTURING WORK WITHIN LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN THE AMOUNTS AS SET FORTH HEREIN. CONTRACTOR SHALL NOT COMMENCE ANY WORK UNTIL ALL REQUIRED INSURANCE HAS BEEN OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND TENANT. LANDLORD AND H & M, HENNES & MAURITZ, LP, 110 5TH AVENUE, NEW YORK, NY 10011 MUST BE NAMED AS "ADDITIONAL INSURED". THIS WORDING NEEDS TO BE INCLUDED: THE FOLLOWING PARTIES AS ADDITIONAL INSURED: ALL PARTIES INCLUDING H & M, HENNES & MAURITZ, LP, 110 5TH AVENUE, NEW YORK, NY 10011 RESPECTED OFFICERS, AGENTS, EMPLOYEES AND AFFILIATES OF ALL OF THE AFOREMENTIONED PARTIES. AN AFFILIATE SHALL BE DEFINED AS ANY CORPORATE ENTITY WHICH IS A PARENT OR SUBSIDIARY OF ANY OF THE AFOREMENTIONED PARTIES, OR WHICH HAS THE SAME PARENT CORPORATION AS ANY OF THE AFOREMENTIONED PARTIES. CERTIFICATES OF INSURANCE SHALL COVER ALL WORK PERFORMED BY G.C. AND EACH OF HIS SUBCONTRACTORS AND ALL MAJOR SUPPLIERS. 2. GENERAL CONTRACTOR'S AND SUBCONTRACTORS' REQUIRED MINIMUM COVERAGE AND LIMITS OF LIABILITY: A. WORKMEN'S COMPENSATION INSURANCE - IN ACCORDANCE WITH THE GOVERNING LAWS WITH A LIMIT OF NOT LESS THAN $1,000,000. AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACTS, ETC. AS WILL PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY. B. CONTRACTOR SHALL PAY FOR AND FURNISH TO TENANT AND LANDLORD, CERTIFICATES OF INSURANCE WHICH WILL PROTECT SAID CONTRACTOR FROM CLAIMS (i) UNDER WORKMAN'S COMPENSATION ACTS AND OTHER EMPLOYEE BENEFIT ACTS, WITH LIMITS OF NOT LESS THAN $5,000,000.; (ii) FOR DAMAGES BECAUSE OF BODILY INJURY, (INCLUDING DEATH) TO HIS EMPLOYEES AND ALL OTHERS, WITH THE LIMITS OF $5,000,000 PER PERSON AND $5,000,000. PER OCCURRENCE; AND (iii) FOR DAMAGES TO PROPERTY WITH LIMITS OF $5,000,000. WHICH ARISE OUT OF OR RESULT FROM THE CONTRACTOR'S WORK UNDER THIS CONTRACT WHETHER SUCH WORK (INCLUDING OPERATION OF MOTOR VEHICLES) BE BY HIMSELF OR OTHERS DIRECTLY OR INDIRECTLY EMPLOYED BY EITHER; AND BUILDERS RISK INSURANCE IN THE FULL AMOUNT OF THE CONTRACT SUM. EXCESS / UMBRELLA LIABILITY $10,000,000 EACH OCCURRENCE AND $10,000,000 AGGREGATE. C. CONTRACTOR SHALL ALSO FURNISH GENERAL LIABILITY INSURANCE AS FOLLOWS - $1,000,000 EACH OCCURRENCE AND $2,000,000 GENERAL AGGREGATE. 3. INDEMNIFICATION - TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT, AND THE ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, FURNISHED THAT ANY SUCH CLAIM, DAMAGE, LOSS, OR EXPENSE (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH, OR TO INJURY OR TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM, AND (2) IS CAUSED IN WHOLE OR IN PART BY A NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTORS, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. E.LIEN WAIVERS AND SWORN AFFIDAVITS CONTRACTOR SHALL FURNISH WITHIN 30 DAYS AFTER COMPLETION, FINAL WAIVERS OF LIEN FOR ALL WORK PERFORMED AS WELL AS ALL SUBCONTRACTORS AND MAJOR SUPPLIERS F.CERTIFICATE OF OCCUPANCY CONTRACTOR WILL FURNISH TENANT AND LANDLORD WITH A COPY OF THE CERTIFICATE OF OCCUPANCY. G.QUALITY STANDARDS ALL SUCH WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD AND USEABLE CONDITION AT THE DATE OF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE ALL CONSTRUCTION PUNCH LIST ITEMS HAVE BEEN COMPLETED AND ACCEPTANCE HAS BEEN CONFIRMED IN WRITING BY THE TENANT REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL CHARGE FOR ANY AND ALL WORK DONE OR FURNISHED WHICH SHALL BECOME DEFECTIVE WITHIN THIS ONE (1) YEAR PERIOD. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT, OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEES OR WARRANTEES SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT, AS THEIR RESPECTIVE INTEREST APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. H.RUBBER WHEEL CARTS CONTRACTOR'S CARTS, EQUIPMENT BOXES, ETC., MUST BE EQUIPPED WITH RUBBER WHEELS. J.FIRE EXTINGUISHERS EXISTING LOCATIONS TO BE MAINTAINED, IF IT ACCOMMODATES NEW LAYOUT WHERE APPLICABLE. CONTRACTOR TO VERIFY REQUIRED NUMBER AND LOCATION OF ANY ADDITIONAL EXTINGUISHERS REQUIRED BY FIRE DEPARTMENT AND FURNISH AND INSTALL SAME. INSTALL AFTER FIXTURING. K.RESPONSIBILITY FOR MATERIALS ON SITE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS SHIPPED TO THE JOB SITE INCLUDING MATERIALS FURNISHED BY OTHERS. COST OF ALL MISSING MATERIALS WILL BE DEDUCTED FROM THE CONTRACT PRICE AND FINAL PAYMENT. CONTRACTOR TO CHECK ALL INVOICES AT TIME SHIPMENT IS RECEIVED AND NOTIFY TENANT REPRESENTATIVE OF ANY DISCREPANCIES, DAMAGED OR MISSING ITEMS WITHIN 48 HOURS OF DELIVERY. L.RUBBISH REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL FROM THE PROJECT, ALL TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION, FIXTURING AND MERCHANDISING OF THE DEMISED PREMISES. COORDINATE REMOVAL OF DEBRIS WITH SHOPPING CENTER MGMT. GENERAL NOTES CONSTRUCTION LEASE LINE FIRE RATED OR RETARDANT DESIGN CONTROL LINE CERAMIC TILE MATERIAL GYPSUM WALLBOARD FINISH OR FINISHED EACH CONTRACTOR CEILING CEILING HEIGHT BACK OF HOUSE L.L. MATL. GYP. BD. F.R. FIN. = = = = = CONTR. C.T. D.C.L. EA. CONST. C.H. B.O.H. CLG. = = = = = = = HOLLOW METALHM= GENERAL CONTRACTORG.C.= = BOTTOM OFB.O.= EXISTING(E)/EXIST./EX'G.= AUTHORITY HAVING JURISDICTIONAHJ= ACOUSTICAL CEILING TILE ACT = RUBBER BASERB= CENTER LINEC=L EQUIPMENTEQUIP.= HOURHR.= MAXIMUMMAX.= COLUMNCOL.= ALUMINUMAL OR ALUM.= MIN.MINIMUM= LOCAL LAWS (HANDICAPPED ACCESS) TENANT'S SAFETY PLAN ABBREVIATIONS AND DEFINITIONS SYMBOLS DOOR TAG DETAIL NUMBER AREA DETAILED SHEET LOCATOR TEMPORARY UTILITIES PRE-CONSTRUCTION ARCHITECTURAL POST CONSTRUCTION NOTE 1 ELECTRICAL SERVICE AND CONNECTIONS BY GENERAL CONTRACTOR NOTE 4 SEE DWGS. FOR ADDT'L. REQ'TS. FOR EX'G. DEMISING PARTITIONS TO BE COMPLETED BY GC. GC TO V.I.F. BEFORE BID NOTE 2 GENERAL CONTRACTOR TO PURCHASE SCHEDULED FIXTURES FROM TENANTS VENDOR NOTE 3 SEE ACCESSORY SCHEDULE ON DRAWINGS NOTE 6 INCLUDING MODIFICATION OF ANY EXISTING HEAD LOCATIONS NOTE 5 INSTALLATION TO INCLUDE, UNLOADING, UNPACKING, ASSEMBLY AS REQ'D. AND PLACEMENT CLARIFICATION/ REMARKSTE N A N T TE N . V E N D O R TE N A N T G . C . TE N A N T LA N D L O R D SEE NOTE 5 SEE NOTE 5 SEE NOTE 5 & HARDWARE SCHEDULE SEE NOTE 5, G.C. TO FURNISH BLK'G. NOTE 7 INCLUDING BUT NOT LIMITED TO POS DATA, AND COMMUNICATIONS SAW CUTTING, CORING, CHANNELING OF EXISTING CONCRETE DEMOLITION WORK IN LEASED AREA CONCRETE FLOOR SLAB PREPARATION OF FLOOR SLAB (INCL. LEVELING & PATCHING AS REQ'D.) CONTROL AND EXPANSION JOINTS IN CEILING, WALLS AND FLOORS RATED DEMISING PARTITION GYPSUM BOARD RATED DEMISING PARTITION STUDS PARTITIONS WITHIN LEASED SPACE METAL STRAPPING, BLOCKING AND LEDGERS ACOUSTIC AND THERMAL INSULATION WALL FINISHES INCLUDING BUT NOT LIMITED TO PAINT RECESSED AND WALL MOUNTED STANDARDS, PANELS AND ASSOCIATED INSTALLATION COMPONENTS BACK OF HOUSE MILLWORK AND ASSOCIATED SHOP DRAWINGS BACK OF HOUSE COLORED CORNER GUARDS & WALL PROTECTION (RSP) FITTING ROOM AREA(S)WALL BASE BACK OF HOUSE RUBBER BASE HOLLOW METAL DOORS, FRAMES, AND DOOR HARDWARE FITTING ROOM DOORS, FRAMES, CURTAINS, CURTAIN RODS, AND HARDWARE FITTING ROOM COMPARTMENT ACCESSORIES BOH ACOUSTIC TILE CEILING SYSTEM GYP BOARD CEILINGS, GYP BOARD SOFFITS, AND SUPPORT FRAMING & ACCESS DOORS/PANELS MIRRORS IN FITTING ROOM COMPARTMENTS AS INDICATED CASHWRAP & BACKWRAP COUNTERS, CABINETS, SHELVING AND MISC. CASEWORK AT BACK OF HOUSE FLOOR SAFE AT OFFICE FINAL CLEAN UP AND MAKE READY FOR OCCUPANCY CERTIFICATE OF OCCUPANCY FIRE-SAFING AND FIRE-PROOFING FURNISHEDBY INSTALLEDBY RESPONSIBILITY SCHEDULE NOTES X-RAY SLAB AS REQUIRED AS DIRECTED BY TENANT (INCLUDING DISPOSAL OF ALL ASSOCIATED CRATING & DEBRIS) AS REQUIRED ADMIN OFFICE CABINETS, SHELVING AND MISC. CASEWORK NEW OPENING IN UPPER LEVEL FLOOR SLAB FOR STAIRS AND ELEVATOR STRUCTURAL WORK STAIR FRAMING, ELEVATOR SHAFT, HOIST BEAM & FRAMING FOR LOWER LEVEL EXTENSION ESCALATOR, STAIRS & ELEVATOR (CAB, MACHINES AND RELATED EQUIPMENTS) VERTICAL TRANSPORTATION ESCALATOR, STAIRS & ELEVATOR TRANSPORTATION AND PERMITS STOREFRONT CONSTRUCTION BARRICADE (TAPED, SANDED, AND PAINTED), FITTED WITH DOUBLE DOORS FLOOR LEVELING (1/8" OVER 10'-0") SPECIAL INSPECTIONS N/A INTERIOR BARRICADE PANELS & STANDARDS H&M GRAPHICS AND WALLPAPER ALL REQUIRED BLOCKING LA N D L O R D NOT APPLICABLE TE N . V E N D O R TE N A N T G . C . STOREFRONT SUPPORT AND FRAMING CONTROL JTS. AS REQ'D. WHERE APPLICABLE SALES AREA / FITTING ROOM AREA(S) FLOOR BACK OF HOUSE FLOORING MOTORIZED ROLLING GRILLE AT STOREFRONT ENTRANCE(S) STOREFRONT FRAMING AT PIERS, CLADDING, ALUM. STOREFRONT SYSTEM AND GLAZING SOLID CORE WOOD DOORS, FRAMES, AND DOOR HARDWARE SEE DOOR SCHEDULE ON SHT. A-800 STOCKROOM FIXTURES AND SHELVING ALL WD. BLOCKING SHALL BE FRT AS BUILT DRAWINGS, AIR BALANCE REPORT AND USER MANUALS TO REMAIN AS IS, G.C. TO ENSURE GOOD WORKING ORDER SEE SHT. A-200 AND A-700 SERIES G.C. TO VERIFY LINEAR FOOTAGE ON DWGS. SEE NOTE 9. SEE A-600 SHTS. FOR MORE INFO. ALL EXISTING TO BE REMOVED NOT APPLICABLE BARRICADE REMOVAL SPRINKLER SYSTEM SHUTDOWNS AND FIRE ALARM TIE-INS SHALL BE AT TENANT'S REASONABLE EXPENSE, NOT TO EXCEED $250.00 PER SHUTDOWN. NOTWITHSTANDING THE FOREGOING, THE FIRST SHUTDOWN IS FREE. CONSTRUCTION TRASH AND DEBRIS ARE TO BE REMOVED AT TENANT'S CONTRACTOR EXPENSE. COORDINATE WITH LANDLORD'S WORK LETTER. BARRICADE BY BOSTON BARRICADE H&M CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FULL "AS-BUILT" CONSTRUCTION DOCUMENTS TO H&M PROJECT ARCHITECT IS DIRECTION UPON CONSTRUCTION COMPLETION AS A REQUIREMENT FOR PROJECT CLOSE-OUT PROJECT CLOSE OUT SHOULD OCCUR WITHIN 60-90 DAYS AFTER THE STORE OPENS. FINAL REQUISITION FOR PAYMENT WILL BE MADE TO THE CONTRACTOR WHEN ALL CLOSE OUT PAPERWORK IS IN A COMPLETE CLOSE OUT FILE TO INCLUDE; - SIGNED OFF PUNCH LISTS FROM H&M AND LANDLORD. - FINAL LIEN WAIVERS FROM G.C. AND ALL SUBCONTRACTORS. - AS BUILT DRAWINGS - AIR BALANCE REPORT BY INDEPENDENT AIR BALANCING COMPANY WHICH HAS BEEN REVIEWED AND APPROVED BY THE PROJECT MECHANICAL ENGINEER. - CERTIFICATE OF OCCUPANCY AND ALL INSPECTION SIGN OFF CARDS. - ALL EQUIPMENT OPERATION AND MAINTENANCE MANUALS. - SWORN STATEMENT OF CONTRACTORS COSTS FORM - LIST OF ALL SUBCONTRACTORS WITH CONTACT NAMES AND PHONE NUMBERS - CHANGE ORDER ANALYSIS FORM - CONTRACTORS CERTIFICATE OF INSURANCE PROJECT CLOSE OUT AS BUILT DRAWINGS LIST OF SUBMITTALS/SHOP DRAWINGS 1. GENERAL CONTRACTOR AND SUB CONTRACTOR TO FURNISH SUBMITTALS/ SHOP DWGS. FOR REVIEW & APPROVALS TO ARCHITECT, TENANT, LANDLORD, DEPT. OF BLDG. AND ALL REQUIRED AUTHORITIES AND AGENCIES. REFER TO S.M.E.P. DOCUMENTS FOR SPECIFIC SHOP DRAWINGS REQUIRED FOR THIS PROJECT. SIGNAGE QUARRYCAST H.V.A.C. UNITS & CONTROLS INTERIOR WOODWORK (B.O.H. MILLWORK) DUCT LAYOUT & CONNECTIONS STRUCTURAL STEEL FRAMING FIRE ALARM STEEL DOORS/ FRAMES SPRINKLER ROLL UP GRILLES ACCESS PANEL GLAZING STOREFRONT ACOUSTICAL CEILING TILE & GRID ESCALATORS (WHERE APPLICABLE) TOILET COMPARTMENTS ELEVATORS (WHERE APPLICABLE) STEEL LOCKERS DOOR HARDWARE TOILET ACCESSORIES SMOKE BAFFLE CONCRETE MIX HANDRAILS/ GUARDRAILS REINFORCING BAR STAIR CALC. FOR PILE DESIGN BRAKE METAL PLUMBING FIXTURES RECEPTACLES LIGHTING FIXTURES ELECTRICAL DISTRIBUTION DISCONNECT/ SWITCHES DIFFUSERS/ GRILLES 2. G.C. TO SUBMIT CEILING COORDINATION PLAN w/ LOCATION OF ALL DEVICES (LIGHTING, INT. SIGNAGE, LIT. NAVIGATION, DIFFUSERS, ACCESS PANELS, SPRINKLER HEADS, ETC.) FOR APPROVALS NOT LIMITED TO THIS LIST RESPONSIBILITY SCHEDULE UNLESS OTHERWISE NOTED RIGID SHEET PLASTIC V.I.F. w/ RSP U.O.N. T.O. = = = = = S.S. TEN. STD. O.C. R.U.G. = = = = = VERIFY IN FIELD WITH TOP OF STAINLESS STEEL ON CENTER ROLL UP GRILLE STANDARD TENANT N.T.S. MIR. = MIRROR OR MIRRORED NOT TO SCALE REF =REFERENCE SOLID CORE WOOD DOORSC WD = = THK.=THICK MTL.METAL= PLYWD.PLYWOOD= SIMILARSIM.= SHEETSHT.= REQ'D.=REQUIRED REQ'TS.=REQUIREMENTS THICKTHK.= UNDERSIDEU.S.= OPP.=OPPOSITE N.I.C.NOT IN CONTRACT= P.C.POWDER COAT= SPECIAL MIRRORSM.= F.E. MPSS TBS FA PVM = = = = = NOTE 8 VERIFY PER PROJECT. COORDINATE RESPONSIBILITY WITH " L.L.'S WORK LETTER". FIRE EXTINGUISHERS TO BE SCHEDULED PEOPLE VIEW MONITOR X - X X X DISCIPLINE DESIGNATOR (ARCH.,PLUMB., ELEC., ETC.) SHEET TYPE (CONSTRUCTION DESCRIPTION) SEQUENCE NUMBERS GENERAL OR FLOOR LEVEL (CELLAR, FIRST FLOOR SECOND FLOOR, ETC.) SEQUENCE NUMBERS (NUMBER OF DRAWINGS IN SEQUENCE) *NOTES: ANY DRAWING THAT IS CHANGED AFTER THE FIRST ISSUE WILL HAVE A DELTA WITH SEQUENCE # ( ) AND 'REVISION SEQUENCE' NUMBER WILL MATCH DELTA #. DELTA NUMBERS WILL SHOW ON APPLICABLE REVISED SHEETS IN TITLE BLOCK COLUMN. IF A DRAWING IS NOT REVISED, BUT PUBLISHED WITH NEW REVISED SHEET(S), THE REVISION NUMBER WILL NOT CHANGE ON THAT SHEET EVEN THOUGH THE NEW REV APPEARS ON THE TITLE BLOCK COLUMN AT BOTTOM. SHEET NUMBER MIRROR POLISHED STAINLESS STEEL FIRE ALARM FURNISHED & INSTALLEDF & I = X FIXTURE TAG HANDICAPPEDH.C.= ACCESS PANELS X X X X X FILE CABINETFC= SAFETY CABINETSC= 3-TIER OR 6-TIER LOCKERLKR= STOREFRONT SIGNAGE SALES AREA WALL BASE SALES AREA SIGNAGE LIGHTBOXES EXISTING SIGNAGE TO BE REMOVED AND REPLACED WITH NEW, REFER TO DEMO PLANS. TEMPERED GLASS SMOKE SOFFIT & METAL / GLASS RAILING WP =WALL PANEL = COMPOSITE SHEETCS= REVISION CLOUD NOTE 9 G.C. TO REPACKAGE, INVENTORY AND PALLETIZE ALL UNUSED H&M FURNISHED MATERIALS AT THE END OF CONSTRUCTION. SALES AREA LOOSE FIXTURES, RUGS, LOUNGE FURNITURE, & FAKE / REAL PLANTS SALES AREA WARDROBES, & ASSOCIATED INSTALLATION COMPONENTS EXISTIING TO REMAIN , G.C. TO PATCH & REPAIR TO MATCH TO THE EXISTING SEE NOTE 5. PLANT POT FILLER BY G.C. SEE NOTE 5 NOTE 10 G.C. TO COORDINATE WITH H&M VENDOR FOR DELIVERY OF MATERIAL & COMMISSIONING CURTAINS AND CURTAIN RAILS ALL SCREWS/FIXINGS & CURTAIN HEMMING BY G.C. FITTING ROOM MIRROR HARDWARE BY H&M. MIRROR AND MDF BD. BY G.C. REFER TO SHT. A-731 BACK OF HOUSE FURNITURE REFER TO SHT. A-740 COMMUNICATION BOARD METAL BOARD BY H&M. MDF BD. BY G.C. REFER TO SHT. A-702 NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE GC. TO CLEAN EXISTING AS REQUIRED GC. TO CLEAN EXISTING AS REQUIRED PATCH AND REPAIR AS REQUIRED REFER TO A-740 EXISTING TO REMAIN EXISTING FLOOR TILE TO RECEIVE NEW VINYL COVERING NOT APPLICABLE EXISTING TO REMAIN EXISTING TO REMAIN, G.C. TO RESEAL AND POLISH. G/C TO REPLACE DAMAGED TILES EXISTING TO REMAIN, G/C TO PATCH & REPAIR AS NEEDED EXISTING TO REMAIN/NEW. REFER TO SHT. A-740 EXISTING TO REMAIN C&C FIXTURES AND SHELVING HARDWARE BY H&M. MIRROR AND MDF BD. BY G.C. REFER TO SHT. A-731 N/A MECHANICAL ELECTRICAL PLUMBING FIRE PROTECTION REFER TO RCP SHEETS FOR MORE INFO. REFER TO RCP. SHTS. FOR MORE INFO. DISCONNECT PERIMETER COVE LIGHTS FLOOR, ROOF PENETRATIONS AND PATCHING HVAC DUCTWORK AND SUPPORTING FRAMING HVAC DIFFUSERS AND GRILLES DUCT SMOKE DETECTORS DAMPERS EXHAUST FANS CONTROLS AND CONNECTIONS OUTSIDE AIR INTAKE TESTING AND BALANCING ALL EQUIPMENT ON TENANT RISER DIAGRAM DATA AND COMMUNICATIONS WIRING LIGHT FIXTURES - SALES AND DISPLAY AREAS LIGHT FIXTURES - BACK OF HOUSE EMERGENCY LIGHTS AND SIDE LIT EXIT SIGNS LAMPS ON SALES FLOOR LAMPS AND INSTALLATION OF TRACK FIXTURES ILLUMINATED SIGNAGE AT STOREFRONT 2" CONDUIT w/ PULL STRING FROM LL'S PHONE CLOSET TO TENANT LAN. ROOM AT 13'-6" A.F.F. MIN. 25 PAIR CAT5E CABLE FROM PHONE CLOSET TO LAN ROOM SECURITY SYSTEM DATA AND TELEPHONE SERVICE TO PREMISES DATA AND TELEPHONE EQUIPMENT BELL AT EMPLOYEE ENTRANCE SPEAKERS SPEAKER LOW VOLTAGE WIRING SANITARY WASTE, DOMESTIC SUPPLY AND VENT PIPES TO PREMISES WATER METER SANITARY WASTE, DOMESTIC SUPPLY AND VENT PIPES WITHIN PREMISES FIXTURES, EQUIPMENT, & ACCESSORIES FLOOR DRAINS AND WATERPROOF MEMBRANE SPRINKLER MAIN AND DISTRIBUTION BRANCHES TO PREMISES AT 13-6" A.F.F., MIN. SPRINKLER BRANCHES DROPS AND HEADS FIRE ALARM SYSTEM FIRE EXTINGUISHERS (COORDINATE LOCATIONS W/ FIRE MARSHAL & TENANT REP.) SMOKE DETECTORS SEE NOTES 1 & 5. RELOCATION IF NEEDED HVAC UNIT(S) & STRUCTURAL SUPPORT (IF REQ'D.) SMOKE EVACUATION SYSTEM (WHERE APPLICABLE) ELECTRICAL SERVICE TO PREMISES AT 13'-6" A.F.F. MINIMUM CONDUIT FOR COPPER FEED FROM LL'S SWITCH GEAR TO TENANT ELEC. ROOM COPPER FEED FROM LL'S SWITCH GEAR TO TENANTS ELECTRICAL ROOM FUSIBLE DISCONNECT AND LANDLORD'S SWITCH GEAR LAN CABINET ALL PATCH PANELS AND WIRE MANAGEMENT CONSECUTIVELY LABELED CONTINUITY TEST REPORT FINISHED TO OWNER ELECTRICAL METER TENANT MAIN DISTRIBUTION "MDP" DATA AND COMMUNICATIONS CONDUIT EXISTING SIGNAGE TO REMAIN FIRE RATED PAINTED PLYWOOD FOR TECHNOLOGY USE LOW VOLTAGE SLEEVES AND FIRE STOPPING PULL STRING IN CONDUITS AS NOTED IN ELECTRICAL DRAWINGS COMPLETED CONDUIT PATHWAY SYSTEM FROM UTILITY COMPANY/LL END BOX INTO TEN. SPACE COMPLETE TECHNOLOGY GROUNDING SYSTEM INCLUDING BUT NOT LTD. TO, GROUND CONDUCTOR, COPPER BUS BARS & ALL ASSOC. HDWR REQ'D TO COMPLETE GROUNDING SYSTEM. BONDING OF ALL TECH. EQUIPMENT TO GROUND SYSTEM FIELD QUALITY CONTROL (TESTING AND CERTIFICATION) ALL REQUIRED DATA HARDWARE IDENTIFICATION PRODUCTS SECURITY SYSTEM CONDUIT AS NOTED IN ELECTRICAL DRAWINGS CUBE DOOR SECURITY SYSTEM (DOOR JAMB) USE LL CONTRACTOR AS REQ'D. COORDINATE WITH LL'S REP. F/E CABINETS BY GC REFER TO RCP. SHTS. FOR MORE INFO. FIRE EXTINGUISHER FLAG SIGNS (COORDINATE LOCATIONS W/ FIRE MARSHAL & TENANT REP.) DECORATIVE FLOOR LAMPS ON SALES FLOOR NOT APPLICABLE IFS PANEL ENERGY MANAGEMENT SYSTEM - T-WAVE SEE NOTE 10 LAN ROOM SPLIT HVAC SYSTEM IF REQ'D, USE LL CONTRACTOR AS REQ'. EXISTING TO REMAIN. SEE MECH. DWGS FOR NEW DUCTWORK. EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN. MAKE SURE NEW FITTING ROOM IS OK & AIR BALANCED EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN. SEE MECH. DWGS FOR NEW EQUIPMENT. EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN EXISTING SERVICE TO REMAIN REFER TO RCP. SHTS. FOR MORE INFO. REFER TO RCP. SHTS. FOR MORE INFO. & ADD IN FITTING ROOM EXPANSION EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN. SEE MECH. DWGS FOR NEW FIXTURES/EQUIPMENT. EXISTING PLUMBING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN. SEE NOTE 6. EXISTING TO REMAIN EXISTING TO REMAIN TO BE DISCONNECTED FROM SECURITY AND RE-CONNECT TO FIRE ALARM SYSTEM REFER TO SHT. A-740 JG A-010 GENERAL NOTES AND RESPONSIBILITY SCHEDULE REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 02.13.23 REVISED PER CITY COMMENTS UP 30R HM SPACE000HM SPACE000 7 9 33 40 ± 6 4 ' - 1 " LE A S E L I N E D I M . 45'-101 2" LEASE LINE DIM. 4" L E A S E LI N E D I M . 7'-83 8" LEASE LINE DIM. 99'-03 4" LEASE LINE DIM 212" L E A S E LI N E D I M . 73 8" LEASE LINE DIM. 28 ' - 4 1 2" L E A S E L I N E D I M . 19 ' - 6 " L E A S E L I N E D I M . 1' - 0 1 8" L E A S E LI N E D I M . 103 8" LEASE LINE DIM. 21'- 1 0 1 2" LE A S E L I N E D I M . 4' - 7 3 8" LE A S E LI N E DI M . 912" L E A S E LI N E D I M . 33'-103 8" LEASE LINE DIM.99'-01 4" LEASE LINE DIM. 11 5 36 41 37 37 37 37 37 7 9 33 40 11 41 14 7 8 3 3 3 3 73 236 22 22 22 22 22 22 22 3 3 3 3 3 3 15 1 3 4 11 50 ' - 7 3 8" BA R R I C A D E D I M E N S I O N 22'- 1 7 8" BAR R I C A D E D I M E N S I O N 2' - 1 0 7 8" BA R R I C A D E DI M . 3'-0" 25 25 13 13 19 19 27 11 1 1 1 A-035 2 41 3 1' - 2 5 8" ±1 1 ' - 2 3 4" P O R T I O N OF W A L L T O B E RE M O V E D DEMOLITION FLOOR PLAN - LOWER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH JG A-031 DEMOLITION FLOOR PLAN - REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION LOWER LEVEL DEMOLITION PLAN LEGEND SYMBOL DESCRIPTION EXISTING PARTITION TO REMAIN. G.C. TO PATCH/REPAIR ANY EXISTING OR NEW DAMAGE INCURRED FROM NEW CONSTRUCTION & CLEAN, PAINT, ETC. TO BRING TO LIKE-NEW CONDITION. ALL TOUCH-UP FINISHES TO MATCH ADJACENT FINISHES. EXISTING PARTITION TO BE REMOVED INCLUDING ALL RELATED CONSTRUCTION ELEMENTS. EXISTING FIXTURE, MILLWORK, AND/OR FURNITURE TO BE REMOVED. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. LEASE LINE (V.I.F.) DEMOLITION KEY NOTES SYMBOL DESCRIPTION TENANT LEASE LINE. G.C. TO VERIFY IN FIELD. EXISTING CONTRASTING STRIPING AND EXISTING FLOOR TILE TO BE REMOVED AND DISPOSED OF. G.C. TO PREP STAIRS TO RECEIVE NEW FLOOR TILE AND CONTRASTING STRIPING. EXISTING INTERIOR PARTITION / FURR-OUT TO BE REMOVED, AS SHOWN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION. HATCH INDICATES EXISTING STOREFRONT PLATFORM TO BE REMOVED AND DISPOSED OF. G.C. TO PATCH AND REPAIR FLOOR AS REQUIRED. EXISTING GUARD & STAIR RAILING TO BE REMAIN, G.C. TO PROTECT DURING CONSTRUCTION & CLEAN TO "LIKE NEW" CONDITION. EXISTING DOOR AND FRAME TO BE REMOVED AND DISPOSED OF. EXISTING DEMISING WALL AND ALL RELATED CONSTRUCTION TO REMAIN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION, BRING TO LIKE "NEW CONDITION" AND ENSURE FIRE RATING IS MAINTAINED THROUGHOUT, AS REQUIRED. EXISTING DOOR/FRAME AND ALL RELATED CONSTRUCTION TO REMAIN. G.C. TO UPGRADE HARDWARE AS REQUIRED. EXISTING ELECTRICAL SERVICE AND ASSOCIATED EQUIPMENT TO REMAIN. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION G.C. TO INFILL PORTION OF WALL AS NECESSARY TO MATCH ADJACENT CONSTRUCTION AND FIRE RATING, PATCH & REPAIR AS NECESSARY TO BRING TO "LIKE NEW" CONDITION. EXISTING WALL PANELS AND FOOTPLATES THROUGHOUT TO BE REMOVED AND DISPOSED OF. 1 2 3 4 5 6 7 8 9 10 11 EXISTING STOREFRONT FINISHES TO REMAIN, G.C. TO PREP SURFACES TO RECEIVE NEW FINISHES APPLICATION. PORTION OF EXISTING STOREFRONT GLAZING SYSTEM TO BE REMOVED AS SHOWN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION. PORTION OF EXISTING WALL CONSTRUCTION TO BE REMOVED AS SHOWN AND PREPARE FOR NEW DOOR ASSEMBLY. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION. EXISTING FITTING ROOM DOORS TO BE REMOVED AND STORED. EXISTING REAR SERVICE DOORS TO REMAIN AS SHOWN. G.C. TO CLEAN AND REPAIR AS REQ'D., BRING TO "LIKE NEW" CONDITION. 19 20 21 22 23 24 EXISTING WARDROBES TO REMAIN UNLESS OTHERWISE NOTED. EXISTING STOREFRONT GLAZING TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION AND CLEAN TO LIKE NEW CONDITION UPON COMPLETION. EXISTING ELEVATOR TO REMAIN, G.C. TO ENSURE GOOD WORKING ORDER, DEEP CLEAN INTERIOR OF CAB TO LIKE NEW CONDITION. EXISTING ELEVATOR FLOORING TO BE REMOVED AND DISPOSED OF, PREPARE SURFACE FOR NEW FINISH. EXISTING FITTING ROOM WINDING MIRRORS AND ACCESSORIES TO BE REMOVED AND STORED. PATCH & REPAIR WALL AS REQ'D. G.C. TO CORE/TRENCH FLOOR FOR NEW SECURITY PEDESTALS, AS REQ'D. REFER TO CONSTRUCTION AND STOREFRONT ELEVATION SHTS. FOR MORE INFORMATION G.C. TO COORDINATE WITH H&M VENDOR, ELECTRICAL DWGS, SHOP DRAWINGS, AND MANUFACTURER PRIOR TO ROUGH-IN. ALL EXISTING COLUMN ENCLOSURES TO BE REMOVED. REFER TO CONSTRUCTION PLAN FOR COORDINATION. ALL EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED (U.O.N.) G.C. TO COORDINATE WITH ELECTRICAL DRAWINGS. 12 13 14 15 16 17 18 NOTE: ALL DEMOLITION & REMOVAL BY G.C., U.O.N. G.C. TO PROVIDE HOARDING, CONFIRM ALL REQUIREMENTS WITH LANDLORD BEFORE CONSTRUCTION. ALL GRAPHICS TO BE APPROVED BY LANDLORD BEFORE INSTALLATION. EXISTING SIGNAGE TO BE MODIFIED, "H&M" LETTERING TO REMAIN, "MAN" SIGNAGE TO BE REMOVED. EXISTING TENANT SIGNAGE TO BE REMOVED AND DISPOSED OF, G.C. TO MAKE AREA READY TO RECEIVE NEW SIGNAGE. REMOVE ALL PLUMBING FIXTURES CAP AND ALL UNUSED PLUMBING LINES & FLUSH WITH SLAB (TYP). EXISTING DOOR & FRAME TO BE REMOVED, AS SHOWN. G.C. TO REMOVE PORTION OF WALL AS NECESSARY TO PREPARE FOR NEW DOOR ASSEMBLY. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION. EXISTING PLUMBING FIXTURES AND ACCESSORIES TO REMAIN. G.C. TO DEEP CLEAN TO LIKE NEW CONDITION. ENSURE ALL FIXTURES ARE IN GOOD WORKING ORDER. EXISTING SLIDING GRILLE AND ALL ASSOCIATED COMPONENTS TO BE REMOVED OR CLOSED UP. WHICH EVER IS EASIER AND LESS EXPENSIVE. TO BE VERIFIED ON SITE. EXISTING SECURITY PEDESTALS AND ALL ASSOCIATED COMPONENTS TO BE REMOVED. 25 26 27 28 29 30 31 32 GRAPHICS WALLPAPER TO BE REMOVED. WALL SURFACE TO BE PATCHED AND REPAIRED AS REQUIRED, READY TO RECEIVE PAINT FINISH. 33 EXISTING VENDING MACHINES TO BE RELOCATED.34 STRIP TOP OF COLUMN TO VERIFY IF PROPER BLOCKING IS AVAILABLE FOR FUTURE PLANT SHELVES.35 EXISTING CASH AND BACK COUNTERS AND ALL RELATED ITEMS TO BE REMOVED AND STORED. GC TO ENSURE ALL POS AND EQUIPMENT, INCLUDING WIRING, HAS BEEN REMOVED / PULLED BACK BEFORE REMOVING THE COUNTERS. EXISTING SECURITY EQUIPMENT & DETAGGER TO BE SAVED FOR REINSTALLATION, REFER TO ELEC DRAWINGS. 36 EXISTING BASE BUILDING COLUMN TO REMAIN. EXISTING BASE TO BE REMOVED, G.C. TO PATCH AND REPAIR GYPSUM BOARD AS REQUIRED AND PREPARE TO RECEIVE NEW FINISH. 37 ALL EXISTING STOREFRONT BASES TO BE REMOVED AND DISPOSED OF.38 EXISTING WINDOW FRAMING TO BE PREPARED TO RECEIVE NEW BLACK FINISH.39 EXISTING MIRRORS TO REMAIN THROUGHOUT UNLESS OTHERWISE NOTED, G.C. TO PROTECT DURING CONSTRUCTION, CLEAN TO "LIKE NEW" CONDITION. 40 EXISTING FLOORING AND WALL BASE TO BE REMOVED AND DISPOSED OF. PREPARE SURFACE TO RECEIVE NEW FINISH.41 EXISTING LOCKERS TO REMOVED AND DISPOSED OF, G.C. TO PREPARE AREA TO RECEIVE NEW LOCKERS.42 EXISTING WASHROOM AND JANITORS CLOSET TO REMAIN AS-IS, G.C. TO DEEP CLEAN TO "LIKE NEW" CONDITION.43 EXISTING APPLIANCES, SINK AND FAUCET TO BE REMOVED AND DISPOSED OF. EXISTING PLUMBING TO BE MAINTAINED FOR INSTALLATION OF NEW SINK. MILLWORK TO REMAIN. 44 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 2 05.18.23 REVISION TO PERMIT TIME C L O C K 3'-0" 50'-31 8" LEASE LINE DIMENSION 79'-05 8" LEASE LINE DIMENSION 11'-113 4" L.L. DIM. 2'-6" L.L. DIM.9'-934" L.L. DIM. 56 ' - 1 1 4" LE A S E L I N E D I M E N S I O N 42 ' - 5 1 8 " LE A S E L I N E D I M E N S I O N 40'-73 4" LEASE LINE DIMENSION 50'-91 2" LEASE LINE DIMENSION 36' - 2 7 8" LEA S E L I N E D I M E N S I O N 36 ' - 8 3 8" LE A S E L I N E D I M E N S I O N 38 ' - 1 0 3 8" BA R R I C A D E D I M E N S I O N 39' - 1 1 8" BA R R I C A D E D I M E N S I O N 48'-3" BARRICADE DIMENSION 28'-834" BARRICADE DIMENSION 3' - 7 " BA R R I C A D E DI M . 3' - 7 1 2" L. L . D I M . 834" L. L . D I M . 1' - 3 3 4" L. L . D I M . 2' - 0 12" L. L . D I M . 29 ' - 0 1 4" LE A S E L I N E D I M E N S I O N 3 4 6 13 1 13 13 13 13 1 19 19 113 19 1 19 19 26 25 25 25 25 25 37 37 37 5 36 39 38 6 38 38 14 7 9 33 40 11 41 7 979 7 23 38 38 ±7 " ±5 ' - 4 3 4"10 ' - 1 1 " HO L D ±6 ' - 7 14" 38 43 43 4344 42 1 1 1 1 22 22 22 22 34 19 8 23 23 2 A-035 2 5 16 ±3 ' - 1 1 1 2" 38 29 10 12 4115 ±4 " 3' - 4 " 17 DEMOLITION FLOOR PLAN - UPPER LEVEL 1 SCALE: 1/8" = 1'-0" LF A-032 DEMOLITION FLOOR PLAN - REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION UPPER LEVEL NORTH DEMOLITION PLAN LEGEND SYMBOL DESCRIPTION EXISTING PARTITION TO REMAIN. G.C. TO PATCH/REPAIR ANY EXISTING OR NEW DAMAGE INCURRED FROM NEW CONSTRUCTION & CLEAN, PAINT, ETC. TO BRING TO LIKE-NEW CONDITION. ALL TOUCH-UP FINISHES TO MATCH ADJACENT FINISHES. EXISTING PARTITION TO BE REMOVED INCLUDING ALL RELATED CONSTRUCTION ELEMENTS. EXISTING FIXTURE, MILLWORK, AND/OR FURNITURE TO BE REMOVED. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. LEASE LINE (V.I.F.) DEMOLITION KEY NOTES SYMBOL DESCRIPTION TENANT LEASE LINE. G.C. TO VERIFY IN FIELD. EXISTING CONTRASTING STRIPING AND EXISTING FLOOR TILE TO BE REMOVED AND DISPOSED OF. G.C. TO PREP STAIRS TO RECEIVE NEW FLOOR TILE AND CONTRASTING STRIPING. EXISTING INTERIOR PARTITION / FURR-OUT TO BE REMOVED, AS SHOWN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION. HATCH INDICATES EXISTING STOREFRONT PLATFORM TO BE REMOVED AND DISPOSED OF. G.C. TO PATCH AND REPAIR FLOOR AS REQUIRED. EXISTING GUARD & STAIR RAILING TO BE REMAIN, G.C. TO PROTECT DURING CONSTRUCTION & CLEAN TO "LIKE NEW" CONDITION. EXISTING DOOR AND FRAME TO BE REMOVED AND DISPOSED OF. EXISTING DEMISING WALL AND ALL RELATED CONSTRUCTION TO REMAIN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION, BRING TO LIKE "NEW CONDITION" AND ENSURE FIRE RATING IS MAINTAINED THROUGHOUT, AS REQUIRED. EXISTING DOOR/FRAME AND ALL RELATED CONSTRUCTION TO REMAIN. G.C. TO UPGRADE HARDWARE AS REQUIRED. EXISTING ELECTRICAL SERVICE AND ASSOCIATED EQUIPMENT TO REMAIN. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION EXISTING AUDIO EQUIPMENT TO REMOVED AND RELOCATED TO LAN ROOM. REFER TO ELECTRICAL DRAWINGS. EXISTING WALL PANELS AND FOOTPLATES THROUGHOUT TO BE REMOVED AND DISPOSED OF. 1 2 3 4 5 6 7 8 9 10 11 EXISTING STOREFRONT FINISHES TO REMAIN, G.C. TO PREP SURFACES TO RECEIVE NEW FINISHES APPLICATION. PORTION OF EXISTING STOREFRONT GLAZING SYSTEM TO BE REMOVED AS SHOWN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION. PORTION OF EXISTING WALL CONSTRUCTION TO BE REMOVED AS SHOWN AND PREPARE FOR NEW DOOR ASSEMBLY. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTER DEMOLITION. EXISTING FITTING ROOM DOORS TO BE REMOVED AND STORED. EXISTING REAR SERVICE DOORS TO REMAIN AS SHOWN. G.C. TO CLEAN AND REPAIR AS REQ'D., BRING TO "LIKE NEW" CONDITION. 19 20 21 22 23 24 EXISTING TIMECLOCK TO BE REMOVED AND RELOCATED. REFER TO ELECTRICAL DRAWINGS. EXISTING STOREFRONT GLAZING TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION AND CLEAN TO LIKE NEW CONDITION UPON COMPLETION. EXISTING ELEVATOR TO REMAIN, G.C. TO ENSURE GOOD WORKING ORDER, DEEP CLEAN INTERIOR OF CAB TO LIKE NEW CONDITION. EXISTING ELEVATOR FLOORING TO BE REMOVED AND DISPOSED OF, PREPARE SURFACE FOR NEW FINISH. EXISTING FITTING ROOM WINDING MIRRORS TO BE REMOVED AND STORED. PATCH & REPAIR WALL AS REQ'D. EXISTING PORTION OF TOILET PARTITION TO BE REMOVED. EXISTING TOILET STALL DOOR AND HARDWARE TO BE REMOVED AND SAVED FOR REINSTALLATION IN MIRRORED POSITION. REFER TO TOILET ROOM PLANS AND DETAILS ON A-743. PORTION OF WALL TO BE REMOVED TO ALLOW FOR INSTALLATION OF 3'-0" WIDE DOOR. REFER TO CONSTRUCTION PLAN & DOOR SCHEDULE. ALL EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED (U.O.N.) G.C. TO COORDINATE WITH ELECTRICAL DRAWINGS. 12 13 14 15 16 17 18 NOTE: ALL DEMOLITION & REMOVAL BY G.C., U.O.N. G.C. TO PROVIDE HOARDING, CONFIRM ALL REQUIREMENTS WITH LAND LORD BEFORE CONSTRUCTION. ALL GRAPHICS TO BE APPROVED BY LANDLORD BEFORE INSTALLATION. EXISTING TENANT SIGNAGE TO BE REMOVED AND DISPOSED OF, G.C. TO PATCH & REPAIR SURFACE AS REQUIRED & MAKE READY TO RECEIVE NEW FINISH. EXISTING TENANT SIGNAGE TO BE REMOVED AND DISPOSED OF, G.C. TO MAKE AREA READY TO RECEIVE NEW SIGNAGE. REMOVE ALL PLUMBING FIXTURES CAP AND ALL UNUSED PLUMBING LINES & FLUSH WITH SLAB (TYP). EXISTING WATER FOUNTAIN TO BE REPLACED WITH NEW. REFER TO MECHANICAL DRAWINGS. EXISTING PLUMBING FIXTURES AND ACCESSORIES TO REMAIN. G.C. TO DEEP CLEAN TO LIKE NEW CONDITION. ENSURE ALL FIXTURES ARE IN GOOD WORKING ORDER. EXISTING SLIDING GRILLE AND ALL ASSOCIATED COMPONENTS TO BE REMOVED OR CLOSED UP. WHICH EVER IS EASIER AND LESS EXPENSIVE. TO BE VERIFIED ON SITE. EXISTING SECURITY PEDESTALS AND ALL ASSOCIATED COMPONENTS TO BE REMOVED. 25 26 27 28 29 30 31 32 GRAPHICS WALLPAPER TO BE REMOVED. WALL SURFACE TO BE PATCHED AND REPAIRED AS REQUIRED, READY TO RECEIVE PAINT FINISH. 33 EXISTING VENDING MACHINES TO BE RELOCATED.34 STRIP TOP OF COLUMN TO VERIFY IF PROPER BLOCKING IS AVAILABLE FOR FUTURE PLANT SHELVES.35 EXISTING CASH AND BACK COUNTERS AND ALL ITEMS TO BE REMOVED AND STORED. GC TO ENSURE ALL POS AND EQUIPMENT, INCLUDING WIRING, HAS BEEN REMOVED / PULLED BACK BEFORE REMOVING THE COUNTERS. EXISTING SECURITY EQUIPMENT & DETAGGER TO BE SAVED FOR REINSTALLATION, REFER TO ELEC DRAWINGS. 36 EXISTING BASE BUILDING COLUMN TO REMAIN. EXISTING BASE TO BE REMOVED, G.C. TO PATCH AND REPAIR GYPSUM BOARD AS REQUIRED AND PREPARE TO RECEIVE NEW FINISH. 37 EXISTING LOWER PORTION OF HATCHED WALL TO BE REMOVED, MAINTAIN UPPER PORTION TO ALIGN W/ EXISTING ADJACENT BULKHEAD. G.C. TO PATCH & REPAIR FLOOR & UNDERSIDE OF NEW BULKHEADS & MAKE READY TO RECEIVE NEW FINISHES. 38 EXISTING MILLWORK TO BE REMOVED & DISPOSED OF. PATCH & REPAIR WALLS AS REQUIRED & PREP FOR NEW FINISH.39 EXISTING MIRRORS TO REMAIN THROUGHOUT UNLESS OTHERWISE NOTED, G.C. TO PROTECT DURING CONSTRUCTION, CLEAN TO "LIKE NEW" CONDITION. 40 EXISTING FLOORING AND WALL BASE TO BE REMOVED AND DISPOSED OF. PREPARE SURFACE TO RECEIVE NEW FINISH.41 EXISTING LOCKERS TO REMOVED AND DISPOSED OF, G.C. TO PREPARE AREA TO RECEIVE NEW LOCKERS.42 EXISTING WASHROOM AND JANITORS CLOSET TO REMAIN AS-IS, U.N.O. G.C. TO DEEP CLEAN TO "LIKE NEW" CONDITION.43 EXISTING APPLIANCES, SINK AND FAUCET TO BE REMOVED AND DISPOSED OF. EXISTING PLUMBING TO BE MAINTAINED FOR INSTALLATION OF NEW SINK. EXISTING MILLWORK TO REMOVED AND DISPOSED OF. 44 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS UP 30R HM SPACE000HM SPACE000 1 11 11 1 1 14 3 12 3 7 6 6 313 ±14'-11 2" PORTION OF BULKHEAD TO REMAIN 8 8 8 8 8 4 8 8 8 8 8 8 8 8 84 15 11 4 11 4 11 2 2 DEMOLITION REFLECTED CEILING PLAN - LOWER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH JG A-033 DEMOLITION REFLECTED CEILING PLAN - REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION LOWER LEVEL CEILING DEMOLITION KEY NOTES SYMBOL DESCRIPTION TENANT LEASE LINE. G.C. TO VERIFY IN FIELD. EXISTING SECURITY CAMERAS AND PVM IN SALES AREA TO BE REMOVED AND DISPOSED OF. PATCH AND REPAIR CEILING AS REQUIRED. 1 2 3 EXISTING BULKHEAD TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION, PATCH AND REPAIR AS REQUIRED AND PREPARE SURFACE TO RECEIVE NEW FINISH. 4 5 EXISTING CEILING, TRACK, LIGHT FIXTURES, EMERGENCY LIGHTING AND EXIT SIGNAGE TO REMAIN U.N.O. EXISTING TRACK AND LIGHT FIXTURES SHOWN DASHED TO BE REMOVED AND STORED. G.C. TO RELOCATE/REUSE FIXTURES AS REQUIRED, REFER TO A-310. G.C. TO PATCH, REPAIR AND PREPARE SURFACES AS REQUIRED TO RECEIVE NEW FINISH. 6 EXISTING EXIT SIGN TO BE REMOVED & RELOCATED. ENSURE GOOD WORKING ORDER. REFER TO NEW CEILING PLAN & ELECTRICAL DRAWINGS. 7 EXISTING POT LIGHT TO BE REMOVED AND DISPOSED OF. G.C. TO PATCH AND REPAIR SURFACES AS REQUIRED TO RECEIVE NEW FINISH. 8 EXISTING POT LIGHT TO BE REMOVED AND RELOCATED, REFER TO A-310 FOR NEW LOCATIONS. G.C. TO PATCH AND REPAIR SURFACES AS REQUIRED TO RECEIVE NEW FINISH. 9 EXISTING PERIMETER LIGHT COVE TO REMAIN U.O.N., STRIP LIGHT FIXTURE INSIDE TO BE DISCONNECTED. 10 G.C. TO PREPARE ALL EXISTING TRACK LIGHTS IN THE MEN'S AREA TO RECEIVE NEW WHITE PAINT FINISH. 11 G.C. TO PREPARE EXISTING CEILING TO RECEIVE NEW PAINT FINISH. 12 EXISTING SMOKE BAFFLE TO REMAIN. 13 EXISTING BULKHEAD TO BE REMOVED AND DISPOSED OF. 14 EXISTING STOREFRONT SIGNAGE TO BE REMOVED AND DISPOSED OF, EXISTING ELECTRICAL TO REMAIN FOR INSTALLATION OF NEW SIGNAGE. NOT USED NOT USED NOT USED 15 EXISTING OVERHEAD ROLLING GRILLE TO REMAIN, G.C. TO CLEAN TO "LIKE NEW" CONDITION AND ENSURE GOOD WORKING ORDER. TIME CLOCK 1 1 1 1 1 1 1 1 14 15 3 3 11 11 11 11 11 4 4 4 4 4 4 4 4 4 4 4 4 4 63 3 3 2 11 4 2 11 4 2 11 4 2 DEMOLITION REFLECTED CEILING PLAN - UPPER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH LF A-034 DEMOLITION REFLECTED CEILING PLAN - REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION UPPER LEVEL CEILING DEMOLITION KEY NOTES SYMBOL DESCRIPTION TENANT LEASE LINE. G.C. TO VERIFY IN FIELD. EXISTING SECURITY CAMERAS AND PVM IN SALES AREA TO BE REMOVED AND DISPOSED OF. PATCH AND REPAIR CEILING AS REQUIRED. 1 2 3 EXISTING BULKHEAD TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION, PATCH AND REPAIR AS REQUIRED AND PREPARE SURFACE TO RECEIVE NEW FINISH. 4 5 EXISTING CEILING, TRACK, LIGHT FIXTURES, EMERGENCY LIGHTING AND EXIT SIGNAGE TO REMAIN U.N.O. EXISTING TRACK AND LIGHT FIXTURES SHOWN DASHED TO BE REMOVED AND STORED. G.C. TO RELOCATE/REUSE FIXTURES AS REQUIRED, REFER TO A-310. G.C. TO PATCH, REPAIR AND PREPARE SURFACES AS REQUIRED TO RECEIVE NEW FINISH. 6 EXISTING EXIT SIGN TO BE REMOVED & RELOCATED. ENSURE GOOD WORKING ORDER. REFER TO NEW CEILING PLAN & ELECTRICAL DRAWINGS. 7 EXISTING POT LIGHT TO BE REMOVED AND DISPOSED OF. G.C. TO PATCH AND REPAIR SURFACES AS REQUIRED TO RECEIVE NEW FINISH. 8 EXISTING POT LIGHT TO BE REMOVED AND RELOCATED, REFER TO A-310 FOR NEW LOCATIONS. G.C. TO PATCH AND REPAIR SURFACES AS REQUIRED TO RECEIVE NEW FINISH. 9 EXISTING PERIMETER LIGHT COVE TO REMAIN U.O.N., STRIP LIGHT FIXTURE INSIDE TO BE DISCONNECTED. 10 G.C. TO PREPARE ALL EXISTING TRACK LIGHTS IN THE MEN'S AREA TO RECEIVE NEW WHITE PAINT FINISH. 11 G.C. TO PREPARE EXISTING CEILING TO RECEIVE NEW PAINT FINISH. 12 EXISTING SMOKE BAFFLE TO REMAIN. 13 EXISTING BULKHEAD TO BE REMOVED AND DISPOSED OF. 14 EXISTING STOREFRONT SIGNAGE TO BE REMOVED AND DISPOSED OF, EXISTING ELECTRICAL TO REMAIN FOR INSTALLATION OF NEW SIGNAGE. NOT USED NOT USED NOT USED 15 EXISTING OVERHEAD ROLLING GRILLE TO REMAIN, G.C. TO ENSURE GOOD WORKING ORDER. NOT USED NOT USED NOT USED NOT USED OPEN TO SALES AREA 11 0'-0" FINISH FLOOR 13'-10"MALL CEILING ADJACENT TENANT 7 11 3 3 15 5 ESCALATOR UP TO NEXT LEVEL 699 10 1016166 6 161616 DEMOLITION KEY NOTES SYMBOL DESCRIPTION TENANT LEASE LINE. EXISTING STOREFRONT FINISH TO BE REMOVED AND DISPOSED OF, G.C. TO PREPARE SURFACE TO RECEIVE NEW FINISH. EXISTING STOREFRONT GLAZING TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION. NOT USED. EXISTING OVERHEAD ROLLING GRILLE TO REMAIN, G.C. TO ENSURE GOOD WORKING ORDER. EXISTING LANDLORD FINISH TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION AS REQUIRED. ADJACENT TENANT FINISH, G.C. TO PROTECT DURING CONSTRUCTION AS REQUIRED. NOT USED. EXISTING STOREFRONT WINDOW HEADER TO REMAIN. G.C. TO CLEAN TO LIKE NEW CONDITION. EXISTING STOREFRONT BASE TO REMAIN, G.C. TO CLEAN TO LIKE NEW CONDITION. EXISTING METAL U-CHANNEL TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION. NOT USED. NOT USED. EXISTING BASE BUILDING FINISH TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION. EXISTING SIGNAGE TO BE REMOVED AND DISPOSED OF, EXISTING ELECTRICAL TO BE MAINTAINED FOR NEW SIGNAGE. SIGNAGE UNDER SEPARATE PERMIT. EXISTING STOREFRONT FINISH TO REMAIN, G.C. TO PREPARE SURFACE TO RECEIVE NEW FINISH. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 NOTE: ALL DEMOLITION & REMOVAL BY G.C., U.O.N. 15 5 OPEN TO SALES AREA 1616 16 16 16 16 16 3 10 3 10 3 10 9 9 9 1 0'-0" FINISH FLOOR 15'-7 1/4"T/O TENANT FINISH 11 ADJACENT TENANT 7 66 6 6 PIVOT POINT PIVOT POINT PIVOT POINT PIVOT POINT DEMOLITION STOREFRONT ELEVATION - LOWER LEVEL 1 SCALE: 3/16" = 1'-0" JG A-035 DEMOLITION STOREFRONT ELEVATIONS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION DEMOLITION STOREFRONT ELEVATION - UPPER LEVEL 2 SCALE: 3/16" = 1'-0" NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS UP 30R WW WWWW WW W W HM SPACE000HM SPACE000 WINDOW 1 DISPLAY 001 WINDOW 2 DISPLAY 002 DIVIDED SALES AREA 003 KIDS SALES AREA 004 ROOM FITTING 005 MENS SALES AREA 005 CORRIDOR EXIT 007 COLLECT CLICK & 006 MACHINE ROOM ELEVATOR 008 ELEVATOR 009 F.E. EX. F.E. EX. F.E. RE. F.E.2 F.E. 1 DIA G O N A L D I S T A N C E O F ARE A S E R V E D = 1 6 4 ' - 4 " *EXIT. 1 *EXIT. 2 SEPARATION O F T W O CLOSEST EXI T S = 1 5 0 ' - 1 1 " PT. 'A' PT. 'B' PT. 'C' EX I T EX I T 9' - 6 1 2" 4' - 7 1 4" 4' - 7 1 4" 7' - 4 " 9' - 4 1 2" 4' - 0 3 4" 6'-107 8"6'-4" 4'-113 4" 4'-27 8" 3'-101 8" 3' - 8 " CL E A R , TY P . PT. 'D' 3 1 / 2 " R. O . 2 1 / 2 " 1'-1 1/2" 9 3/4" R.O. 6" SEE CONSTRUCTION PLAN FOR PARTITION TYPE. SEMI-RECESSED FIRE CABINET (FE-2). SEE EGRESS PLAN LEGEND FOR ADD'L INFO 48 " T O E X T I N G U I S H E R HA N D L E ( M A X . ) WALL MOUNTED FIRE EXTINGUISHER (F.E.1 & F.E.3) RECHARGEABLE EMERGENCY FLASHLIGHT 44 " T O C E N T E R L I N E OF C H A R G E R & R E C E P T A C L E 60 " M I N . T O B O T T O M OF S I G N EMERGENCYEVACUATIONMAP LEGEND EMERGENCY EVACUATION MAP FIRE EXTINGUISHER CABINET (F.E.2/F.E.4) OUTLINE OF SURFACE MOUNTED EMERGENCY EVACUATION MAP NOTE: REFER TO MANUF. INSTALLATION RECOMMENDATIONS FOR ATTACHMENT TO WALL. FIRE EXTINGUISHER CABINET BY 'STRIKE FIRST' OR APPROVED EQUAL. 8' - 0 " T O 9 ' - 6 " U. S . O F F L A G S I G N FIRE EXTINGUISHER FLAG SIGNNOTE: G.C. TO VERIFY AND COORDINATE ALL LOCATIONS, MOUNTING HEIGHTS, AND REQUIREMENTS OF EMERGENCY EQUIPMENT WITH STATE AND LOCAL CODES 1' - 8 " REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION EGRESS PLAN - LOWER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH LIFE SAFETY EQUIPMENT MOUNTING HEIGHTS 2 SCALE: N.T.S. JG A-110 EGRESS PLAN LOWER LEVEL 1. MAINTAIN 3'-8" CLEAR PATH BETWEEN THE EXIT DOORS AT ALL TIMES. MAINTAIN 3'-0" CLEAR PATH BETWEEN FLOOR FIXTURES. 2. VERIFY EXIT SIGNS COORDINATE W/PATH OF EGRESS. REPORT ANY DISCREPANCIES TO ARCHITECT / ENGINEER PRIOR TO ROUGH- IN. 3. PER (CODE/SECTION) 'EXIT ACCESS TRAVEL DISTANCE', FOR OCCUPANCY 'M', TRAVEL DISTANCE NOT TO EXCEED 250 FEET FOR BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH CODE. 4.EXIT OR EXIT ACCESS DOORWAY ARRANGEMENT: WHERE ACCESS TO TWO OR MORE EXITS ARE REQ'D., AT LEAST TWO EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE ARRANGED IN ACCORDANCE WITH THE PROVISIONS OF (CODE/SECTION) ·1/3 DIAG. DISTANCE OF AREA SERVED = 164'-4" / 3 = 54'-0 3/4" ·DISTANCE BETWEEN 2 CLOSEST EXITS = 150'-11" ·EXITS ARE IN COMPLIANCE * SYMBOL DESCRIPTION F.E.1 DENOTES 10 LBS. ABC 10-W. UNIT MOUNTED TO WALL W/ HANGER (NO CABINET). LOCATION OF FIRE EXTINGUISHERS ON PLAN ARE TENANT'S MINIMUM REQUIREMENTS. G.C. TO FURNISH & INSTALL AND SHALL COORDINATE WITH TENANT'S REPRESENTATIVE AND LOCAL FIRE MARSHAL FOR ADDITIONAL REQUIRED LOCATIONS. FE. EX./ F.E. RE. DENOTES EXISTING WALL MOUNTED 10 LBS. ABC 10-W UNIT TO REMAIN, G.C. TO ENSURE GOOD WORKING ORDER AND CLEAN TO LIKE NEW CONDITION F.E. RE. DENOTES EXISTING 10 LBS ABC 10-W UNIT TO BE RELOCATED, G.C. TO ENSURE GOOD WORKING ORDER AND CLEAN TO LIKE NEW CONDITION. F.E.2 DENOTES 10 LBS. UNIT IN WHITE SEMI-RECESSED CABINET CENTERED ON RESPECTIVE WALL OR BETWEEN ADJACENT ELEMENTS. (SPEC # 118-EL SEMI-RECESSED TYPE FROM STRIKE FIRST CORP WWW.STRIKEFIRSTUSA.COM) LOCATION OF FIRE EXTINGUISHERS ON PLAN ARE TENANT'S MINIMUM REQUIREMENTS. G.C. TO PROVIDE & INSTALL AND SHALL COORDINATE WITH TENANT'S REPRESENTATIVE AND LOCAL FIRE MARSHAL FOR ADDITIONAL REQUIRED LOCATIONS. (SPEC # 118-EL-SG FOR CABINETS IN FIRE-RATED WALLS) EXISTING SEMI RECESSED FIRE EXTINGUISHER CABINET, G.C. TO ENSURE GOOD WORKING ORDER. CLEAN TO LIKE NEW CONDITION. LOCATION OF FRAMED EMERGENCY EVACUATION MAP. ARCHITECT TO FURNISH PDF OF MAPS; G.C. TO PRINT AND MOUNT IN G.C. FURNISHED BLACK FRAME (REALSPACE SLIMLINE FRAME, 8-1/2"H X 11"W, CLEAR.) G.C. TO COORDINATE WITH H&M PM FOR LOCATIONS. MOUNTED ABOVE FIRE EXTINGUISHER (WHERE POSSIBLE). LOCATION OF EMERG. FLASHLIGHT DORCY 41-1032. FURNISHED AND INSTALLED BY G.C. SEE DETAIL 3/A110 FOR MOUNTING HEIGHT. ALL STOCK ROOMS, ADMIN ROOM AND SEPARATE VISUAL ROOM TO RECEIVE FLASHLIGHTS. G.C. TO COORDINATE WITH TENANT'S REP. FOR ADDITIONAL LOCATIONS. 44" MIN. WIDE ACCESSIBLE MEANS OF EGRESS PATH EXIT POINT OF EGRESS PATH START POINT OF TRAVEL EXIT SIGNS, WALL / CELING MOUNTED (ARROW REPRESENTS DIRECTIONAL SIGN), TACTILE EXIT SIGNS TO BE FURNISHED BY G.C. AS REQUIRED PER LOCAL AHJ; SEE RCP SHTS. SAFE AREA DOOR SECURING DEVICE. G.C. TO FURNISH BACK TO BACK STUD IN WALL FOR ATTACHMENT OF BARRICADE BOX. REFER TO DOOR SCHEDULE SHT. FOR MORE INFO. TO BE INSTALLED IN ALL STOCKROOM DOORS. G.C. TO PROVIDE TACTILE EXIT SIGN ADJACENT TO ALL EXIT DOORS IF NOT ALREADY PRESENT. SIGNAGE TO BE MOUNTED AT 48" A.F.F. REFER TO 2/A-001FOR FULL SIGNAGE REQUIREMENTS. F.E. 1 LOCATION TRAVEL PATH MAXIMUM TRAVEL DISTANCE SALES AREA EXIT ACCESS POINT A TO EXIT 1 POINT A TO EXIT 2 POINT B TO EXIT 1 POINT B TO EXIT 2 170'-11" EGRESS PLAN LEGEND EXIT TRAVEL DISTANCE EGRESS NOTES FIRE EXTINGUISHER / FIRE ALARM NOTES OCCUPANCY LOAD, EXITS, & EGRESS WIDTH CALCULATIONS 1. G.C. TO INSTALL FIRE EXTINGUISHERS AS NOTED, BUT NOT LIMITED TO, THE FOLLOWING LOCATIONS (VERIFY W/ AHJ); ·STOCKROOMS ·ALL EMERGENCY EXIT PERIMETER DOOR ·STAFF ENTRANCES ·NEAR ALL CASHPOINTS ·ALL FITTING ROOM AREAS ·ALL DEPARTMENTS WITHOUT A CASHPOINT OR FITTING ROOM 2. FIRE EXTINGUISHERS IN LAN AND ELECTRICAL ROOM TO BE CO2 TYPE. 3. G.C. TO INSTALL FRAMED EMERGENCY EVACUATION MAPS INDICATING ALL EXITS AND EQUIPMENT (FIRE EXTINGUISHER, PULL STATION FIRE HOSE, ETC.) POSTED AS REQUIRED. MAPS TO BE LEGIBLE, AND EASILY VISIBLE AT FOLLOWING LOCATIONS; ·LAN ROOM ·STOCKROOMS & NIGHTBOX ·VISUAL/DECO AREAS ·ABOVE FIRE EXTINGUISHERS (WHERE POSSIBLE) 4. ALL FIRE EXTINGUISHERS SHALL BE CLEARLY MARKED WITH A FLAG SIGN PLACED AT MINIMUM 8'-0" A.F.F. AND MAXIMUM OF 9'-6" A.F.F. 5.FIRE ALARM PUSH BUTTON/PULL STATIONS LOCATED AT STAFF ENTRANCE AND EMERGENCY EXITS. 6. EXIT SIGNS LOCATED AT STAFF ENTRANCE AND EMERGENCY EXITS. 7. EXISTING FIRE EXTINGUISHERS TO REMAIN IF POSSIBLE, G.C. TO ENSURE GOOD WORKING ORDER AND CLEAN TO LIKE NEW CONDITION. LOCATION FUNCTION OF SPACE AREA (S.F.) OCCUPANT LOAD (PERSONS) MULTIPLIER (PER CODE/ SECTION) EGRESS WIDTH REQUIRED (INCHES) EGRESS WIDTH FURNISHED (INCHES) SALES AREA (GROUND FLOOR) + DISPLAY/POSTER WINDOWS + FITTING ROOMS: MERCANTILE 9,033.6 9,033.6/ 30 = 301 0.15"/PERSON 48" (44" MIN. FOR EGRESS PATH FURNISHED 36" MIN. FOR AISLE WIDTH FURNISHED, SEE SHEET A-000) 228" (FOR (2) EXITS FROM SALES AREA)CLICK AND COLLECT STORAGE 206.3 206.3 / 30 = 7 ELEVATOR/MACHINE ROOM + VOID SPACE + EXIT CORRIDOR UNOCCUPIED 335.5 335.5 / 30 = 12 0.15"/PERSON TOTAL 2 EXITS REQ'D. PER (CODE)9,575.4 320 SEMI-RECESSED FIRE CABINET 3 SCALE: 3" = 1'-0" 170'-10" 117'-2" 113'-10" F.E. 2 (MAX. TRAVEL DISTANCE = 250 FT) F.E. EX. POINT C TO EXIT 1 POINT C TO EXIT 2 93'-6" 119'-2" F.E. EX. F.E. RE. NOT USED NOT USED EXIT 1 02.13.23 REVISED PER CITY COMMENTS POINT D TO EXIT 2 58'-10" 2 05.18.23 REVISION TO PERMIT 30 " x 6 0 " 30 " x 6 0 " PLASTIC PAPER TRASH BA R W I T H H I G H S T O O L S & O U T L E T S 50" TV 30 " x 6 0 " DECO TABLE & SHELVING: REUSE EXISTING TABLE AND SHELVES FROM THE OLD DECO ROOM. F PROCESSING TABLE ADJUSTABLE HEIGHT. ELECTRICITY REQUIRED IN FLOOR. Art.NO 102043-01 F.E. EX. F.E. RE. F.E. EX. F.E. EX. 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER3-TIERLOCKER F.E. EX. F.E. EX. WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 AREA (WOMEN'S) SALES 104 ROOM #2 FITTING 105 ROOM STOCK 106 WINDOW 3 DISPLAY 103 ROOM STAFF 117 WASHROOM MEN'S 107 ROOM LAN 115 ADMIN 114 WASHROOM WOMEN'S 108 MICROWAVEWATERCOOLER ROOM ELECTRICAL 113 ROOM SECURITY 112 HALLWAY 109 ROOM VISUAL 110 ROOM JANITOR'S 111 ROOM MEETING 116 F.E. EX. W W W W W W W WW W W W W W W W RELOCATEDVENDINGMACHINE RELOCATEDVENDINGMACHINE EXIT. 1 EXIT. 2 EXIT. 3* * * PT. 'A' PT. 'C' PT. 'D' PT. 'B' 5' - 3 1 2" 6' - 1 1 5 8" DIAGO N A L D I S T A N C E O F AREA S E R V E D = 1 6 4 ' - 0 " SEPAR A T I O N O F E X I T S = 101'-8 " EX I T EX I T EXIT EXIT EX I T 3' - 8 " 5' - 1 1 7 8" 5' - 1 14" 5'-73 4" 4'-514" 5'-107 8" 3' - 8 " 5' - 8 5 8" 3' - 8 " CL E A R , TY P . REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION EGRESS PLAN - UPPER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH LF A-120 EGRESS PLAN UPPER LEVEL 1. MAINTAIN 3'-8" CLEAR PATH BETWEEN THE EXIT DOORS AT ALL TIMES. MAINTAIN 3'-0" CLEAR PATH BETWEEN FLOOR FIXTURES. 2. VERIFY EXIT SIGNS COORDINATE W/PATH OF EGRESS. REPORT ANY DISCREPANCIES TO ARCHITECT / ENGINEER PRIOR TO ROUGH- IN. 3. PER (IBC 2021/1017.2) 'EXIT ACCESS TRAVEL DISTANCE', FOR OCCUPANCY 'M', TRAVEL DISTANCE NOT TO EXCEED 250 FEET FOR BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH CODE. 4.EXIT OR EXIT ACCESS DOORWAY ARRANGEMENT: WHERE ACCESS TO TWO OR MORE EXITS ARE REQ'D., AT LEAST TWO EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE ARRANGED IN ACCORDANCE WITH THE PROVISIONS OF (IBC 2021/1007.1.1) ·1/3 DIAG. DISTANCE OF AREA SERVED = 164'-0" / 3 = 54'-8" ·DISTANCE BETWEEN 2 CLOSEST EXITS = 101'-8" ·EXITS ARE IN COMPLIANCE LOCATION TRAVEL PATH MAXIMUM TRAVEL DISTANCE SALES AREA EXIT ACCESS POINT A TO EXIT 1 POINT A TO EXIT 2 POINT B TO EXIT 1 POINT B TO EXIT 2 165'-9" EXIT TRAVEL DISTANCE EGRESS NOTES POINT C TO EXIT 2 121'-2" 141'-1" 89'-6" 71'-2" FIRE EXTINGUISHER / FIRE ALARM NOTES 1. G.C. TO INSTALL FIRE EXTINGUISHERS AS NOTED, BUT NOT LIMITED TO, THE FOLLOWING LOCATIONS (VERIFY W/ AHJ); ·ELECTRICAL ROOM ·LAN ROOM ·STOCKROOMS & NIGHTBOX ·VISUAL/DECO AREAS ·ALL EMERGENCY EXIT PERIMETER DOOR ·STAFF ENTRANCES ·LOUNGE/KITCHEN ·NEAR ALL CASHPOINTS ·ALL FITTING ROOM AREAS ·NEAR JANITOR'S CLOSET/CLEANING ROOM ·ALL DEPARTMENTS WITHOUT A CASHPOINT OR FITTING ROOM 2. FIRE EXTINGUISHERS IN LAN AND ELECTRICAL ROOM TO BE CO2 TYPE. 3. G.C. TO INSTALL FRAMED EMERGENCY EVACUATION MAPS INDICATING ALL EXITS AND EQUIPMENT (FIRE EXTINGUISHER, PULL STATION FIRE HOSE, ETC.) POSTED AS REQUIRED. MAPS TO BE LEGIBLE, AND EASILY VISIBLE AT FOLLOWING LOCATIONS; ·LAN ROOM ·STOCKROOMS & NIGHTBOX ·VISUAL/DECO AREAS ·ABOVE FIRE EXTINGUISHERS (WHERE POSSIBLE) 4. ALL FIRE EXTINGUISHERS SHALL BE CLEARLY MARKED WITH A FLAG SIGN PLACED AT MINIMUM 8'-0" A.F.F. AND MAXIMUM OF 9'-6" A.F.F. 5.FIRE ALARM PUSH BUTTON/PULL STATIONS LOCATED AT STAFF ENTRANCE AND EMERGENCY EXITS. 6. EXIT SIGNS LOCATED AT STAFF ENTRANCE AND EMERGENCY EXITS. 7. EXISTING FIRE EXTINGUISHERS TO REMAIN IF POSSIBLE, G.C. TO ENSURE GOOD WORKING ORDER AND CLEAN TO LIKE NEW CONDITION. OCCUPANCY LOAD, EXITS, & EGRESS WIDTH CALCULATIONS LOCATION FUNCTION OF SPACE AREA (S.F.) OCCUPANT LOAD (PERSONS) MULTIPLIER (PER IBC 2021/ 1005.3.2) EGRESS WIDTH REQUIRED (INCHES) EGRESS WIDTH FURNISHED (INCHES) SALES AREA (GROUND LEVEL) + DISPLAY WINDOWS + FITTING ROOMS + OFFICES + SUPPORT AREAS: MERCANTILE 7,842.11 7,842.11/ 30 = 262 0.15"/PERSON 54" (44" MIN. FOR EGRESS PATH FURNISHED 36" MIN. FOR AISLE WIDTH FURNISHED, SEE SHEET A-000) 290" (FOR (3) EXITS)STOCK ROOM STORAGE 1,597.04 1,597.04/ 30 = 54 STAIRWELL + ELEVATOR + WASHROOMS + ELECTRICAL ROOM + VOID SPACE UNOCCUPIED 1,312.55 1,312.55/ 30 = 44 TOTAL 2 EXITS REQ'D., 3 PROVIDED (EXISTING)10,751.7 360 POINT C TO EXIT 3 52'-4" POINT D TO EXIT 2 61'-1" * SYMBOL DESCRIPTION F.E.1 DENOTES 10 LBS. ABC 10-W. UNIT MOUNTED TO WALL W/ HANGER (NO CABINET). LOCATION OF FIRE EXTINGUISHERS ON PLAN ARE TENANT'S MINIMUM REQUIREMENTS. G.C. TO FURNISH & INSTALL AND SHALL COORDINATE WITH TENANT'S REPRESENTATIVE AND LOCAL FIRE MARSHAL FOR ADDITIONAL REQUIRED LOCATIONS. FE. EX./ F.E. RE. DENOTES EXISTING WALL MOUNTED 10 LBS. ABC 10-W UNIT TO REMAIN, G.C. TO ENSURE GOOD WORKING ORDER AND CLEAN TO LIKE NEW CONDITION F.E. RE. DENOTES EXISTING 10 LBS ABC 10-W UNIT TO BE RELOCATED, G.C. TO ENSURE GOOD WORKING ORDER AND CLEAN TO LIKE NEW CONDITION. F.E.2 DENOTES 10 LBS. UNIT IN WHITE SEMI-RECESSED CABINET CENTERED ON RESPECTIVE WALL OR BETWEEN ADJACENT ELEMENTS. (SPEC # 118-EL SEMI-RECESSED TYPE FROM STRIKE FIRST CORP WWW.STRIKEFIRSTUSA.COM) LOCATION OF FIRE EXTINGUISHERS ON PLAN ARE TENANT'S MINIMUM REQUIREMENTS. G.C. TO PROVIDE & INSTALL AND SHALL COORDINATE WITH TENANT'S REPRESENTATIVE AND LOCAL FIRE MARSHAL FOR ADDITIONAL REQUIRED LOCATIONS. (SPEC # 118-EL-SG FOR CABINETS IN FIRE-RATED WALLS) EXISTING SEMI RECESSED FIRE EXTINGUISHER CABINET, G.C. TO ENSURE GOOD WORKING ORDER. CLEAN TO LIKE NEW CONDITION. LOCATION OF FRAMED EMERGENCY EVACUATION MAP. ARCHITECT TO FURNISH PDF OF MAPS; G.C. TO PRINT AND MOUNT IN G.C. FURNISHED BLACK FRAME (REALSPACE SLIMLINE FRAME, 8-1/2"H X 11"W, CLEAR.) G.C. TO COORDINATE WITH H&M PM FOR LOCATIONS. MOUNTED ABOVE FIRE EXTINGUISHER (WHERE POSSIBLE). LOCATION OF EMERG. FLASHLIGHT DORCY 41-1032. FURNISHED AND INSTALLED BY G.C. SEE DETAIL 3/A110 FOR MOUNTING HEIGHT. ALL STOCK ROOMS, ADMIN ROOM AND SEPARATE VISUAL ROOM TO RECEIVE FLASHLIGHTS. G.C. TO COORDINATE WITH TENANT'S REP. FOR ADDITIONAL LOCATIONS. 44" MIN. WIDE ACCESSIBLE MEANS OF EGRESS PATH EXIT POINT OF EGRESS PATH START POINT OF TRAVEL EXIT SIGNS, WALL / CELING MOUNTED (ARROW REPRESENTS DIRECTIONAL SIGN), TACTILE EXIT SIGNS TO BE FURNISHED BY G.C. AS REQUIRED PER LOCAL AHJ; SEE RCP SHTS. SAFE AREA DOOR SECURING DEVICE. G.C. TO FURNISH BACK TO BACK STUD IN WALL FOR ATTACHMENT OF BARRICADE BOX. REFER TO DOOR SCHEDULE SHT. FOR MORE INFO. TO BE INSTALLED IN ALL STOCKROOM DOORS. G.C. TO PROVIDE TACTILE EXIT SIGN ADJACENT TO ALL EXIT DOORS IF NOT ALREADY PRESENT. SIGNAGE TO BE MOUNTED AT 48" A.F.F. REFER TO 2/A-001FOR FULL SIGNAGE REQUIREMENTS. F.E. 1 EGRESS PLAN LEGEND F.E. 2 F.E. EX. F.E. EX. F.E. RE. NOT USED NOT USED EXIT 1 02.13.23 REVISED PER CITY COMMENTS UP 30R WW WWWW WW W W HM SPACE000HM SPACE000 WINDOW 1 DISPLAY 001 WINDOW 2 DISPLAY 002 DIVIDED SALES AREA 003 KIDS SALES AREA 004 ROOM FITTING 005 MENS SALES AREA 005 CORRIDOR EXIT 007 COLLECT CLICK & 006 MACHINE ROOM ELEVATOR 008 ELEVATOR 009 A-730 1 A-702 3 82 7343 5 A-610 6 A-610 1 A-611 7 A-610 4 A-610 1 A-610 2 A-610 3 A-610 33 70 83 69 69 69 69 69 78 75 75 78 1 A-601 001 1 77 20 75 4 7 8 27 29 39 26 4 7 8 27 29 39 2616 46 47 48 49 53 55 4 7 8 27 29 39 26 ALIGN TYP. ALIGN TYP. ALIGN TYP. ALIGN TYP. ALIGN TYP. ALIGN TYP. ALIGN TYP. ALIGN TYP. 007B 007A 006 008 71 89 A-600 1 E EE E E N L L L LE Q3 Q3 Q3 R1 R1 A-740 2 90 90 A-910 1 73 N JG A-210 CONSTRUCTION PLAN LOWER LEVEL NOTE: REFER TO SHT. A-211 FOR DIMENSION PLAN. SYMBOL LEGEND WALL LEGEND F&I BY G.C. (U.O.N) SYMBOL DESCRIPTION PARTITION TYPE - REFER TO SHEET A-700 PARTITION TYPES SHEET DOOR NUMBER - REFER TO A-800 DOOR SCHEDULE SHEET ELEVATION TAG DETAIL TAG CONSTRUCTION TAG NOTE X X XX X SYMBOL DESCRIPTION EXISTING PARTITION TO REMAIN: REFER TO LANDLORD WORK LETTER FOR EXTENT OF WORK. MAINTAIN EXISTING RATING NEW NON-RATED PARTITION: REFER TO WALL TAG FOR PARTITION TYPE NEW NON-RATED PARTIAL HEIGHT PARTITION: REFER TO WALL TAG FOR PARTITION TYPE NEW RATED PARTITION (U#465): REFER TO CONSTRUCTION PLAN FOR PARTITION TYPE; FIRE SEAL TOP OF PARTITION & ALL PENETRATIONS TO MAINTAIN FIRE RATING, FURNISH FRT PLYWOOD ON WALLS AS REQ'D NEW NON-RATED SECURITY PARTITION (ADMIN ROOM): REFER TO CONSTRUCTION PLAN FOR PARTITION TYPE NEW WALL INFILL: NEW INFILL TO MATCH AND ALIGN WITH EXISTING CONSTRUCTION / FINISHES (U.O.N.) G.C. MATCH EXISTING WALL RATING TO MAINTAIN FIRE RATING AS APPLICABLE. NEW NON-RATED PARTITION WITH R19 BATT INSULATION: REFER TO WALL TAG FOR PARTITION TYPE NEW NON-RATED PARTITION WITH SOUND INSULATION: REFER TO WALL TAG FOR PARTITION TYPE NOTE: REFER TO SHT. A-211 FOR DIMENSION PLAN. NOTE: REFER TO SHT. A-222 FOR CONSTRUCTION KEY AND GENERAL NOTES. 1. GYPSUM BOARD FINISH MUST BE LEVEL (4) FOR ALL PARTITIONS. 2. GYPSUM BOARD FINISH MUST BE LEVEL (4) FOR ALL CEILING CONSTRUCTION. 3. G.C. TO FURNISH (1) HOUR FIRE RATING (MIN.) INCLUDING DOORS AT ALL RATED WALLS SHOWN ON CONSTRUCTION PLAN. SYMBOL LEGEND WALL LEGEND F&I BY G.C. (U.O.N) NOTES: X REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION CONSTRUCTION PLAN - LOWER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 2 05.18.23 REVISION TO PERMIT 3 06.13.23 REVISED PER CITY COMMENTS 4 06.21.23 REVISED PER CITY COMMENTS UP 30R WW WWWW WW W W HM SPACE000HM SPACE000 WINDOW 1 DISPLAY 001 WINDOW 2 DISPLAY 002 DIVIDED SALES AREA 003 KIDS SALES AREA 004 ROOM FITTING 005 MENS SALES AREA 005 CORRIDOR EXIT 007 COLLECT CLICK & 006 MACHINE ROOM ELEVATOR 008 ELEVATOR 009 3'-31 8"1'-75 8"1'-75 8"1'-234" 1'-91 8"2'-13 8" 1'-75 8"1'-77 8"40'-43 8"4'-114"6'-17 8"8'-23 8"12'-31 8" 2' - 1 1 3 8" 26 ' - 7 7 8" 3' - 3 3 8" 3'-77 8"61'-61 4"3'-1"3'-21 8"24'-71 4"1'-75 8"1'-75 8"26'-77 8"2'-25 8" 1' - 8 1 4" 37 8"6'-234" 3'-31 8"4'-11 8"1'-73 4"1'-75 8"6'-17 8"1'-234"2'-41 4"22'-63 4"2'-41 4"1'-73 4"12'-35 8"2'-1"1'-73 4"26'-77 8"2'-914" 1' - 6 7 8" 3' - 6 " 1' - 1 1 1 2" 10 ' - 1 0 14" 1'- 2 5 8" 7'-712"23'-17 8" 19 ' - 9 " 1'-758"18'-51 2"2'-11 2"23'-93 8"2'-4"49'-212"8'-7" 2'-111 4" 4' - 1 0 3 4" 7'-73 8"3'-73 4" 1'-414" 6'-3" 2'- 8 5 8" 2'- 1 0 3 8" 7" 1'-43 8" JG A-211 DIMENSION PLAN LOWER LEVEL NORTH REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION DIMENSION PLAN - LOWER LEVEL 1 SCALE: 1/8" = 1'-0" 2 05.18.23 REVISION TO PERMIT 3 06.13.23 REVISED PER CITY COMMENTS NOTE: REFER TO SHT. A-222 FOR CONSTRUCTION KEY AND GENERAL NOTES. REFER TO SHT. A-740 FOR BOH DIMENSIONS AND A-730 SERIES SHTS. FOR FITTING ROOM DIMENSIONS 4 06.21.23 REVISED PER CITY COMMENTS WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 AREA (WOMEN'S) SALES 104 ROOM #2 FITTING 105 ROOM STOCK 106 WINDOW 3 DISPLAY 103 ROOM STAFF 117 WASHROOM MEN'S 107 ROOM LAN 115 ADMIN 114 WASHROOM WOMEN'S 108 ROOM ELECTRICAL 113 ROOM SECURITY 112 HALLWAY 109 ROOM VISUAL 110 ROOM JANITOR'S 111 ROOM MEETING 116 W W W W W W W WW W W W W W W W TIME CLOCK A-600 2 2 A-601 A-731 1 A-740 1 A-702 3 101 115 114 113 112 110 109A 108 107 109B 104 111 106B 1 1 1 1 1 1 4 7 8 27 29 39 26 46 47 48 49 7 A-611 2 A-611 3 A-611 4 A-611 5 A-611 6 A-611 78 78 78 78 78 86 77 82 7343 75 75 75 7522 22 20 33 69 69 69 53 55 4 7 8 27 29 39 26 70 15 83 106AL L ALIGN TYP. 90 A-910 1 73 116 88 71 70 R1 R1 53 55 4 7 8 27 29 39 26 E ALL SIDES LF A-220 CONSTRUCTION PLAN UPPER LEVEL REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION CONSTRUCTION PLAN - UPPER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH 1 02.13.23 REVISED PER CITY COMMENTS 3 06.13.23 REVISED PER CITY COMMENTS NOTE: REFER TO SHT. A-221 FOR DIMENSION PLAN. NOTE: REFER TO SHT. A-222 FOR CONSTRUCTION KEY AND GENERAL NOTES. SYMBOL LEGEND SYMBOL DESCRIPTION PARTITION TYPE - REFER TO SHEET PARTITION TYPES SHEET DOOR NUMBER - REFER TO DOOR SCHEDULE SHEET ELEVATION TAG DETAIL TAG CONSTRUCTION TAG NOTE X X XX X 1. GYPSUM BOARD FINISH MUST BE LEVEL (4) FOR ALL PARTITIONS. 2. GYPSUM BOARD FINISH MUST BE LEVEL (4) FOR ALL CEILING CONSTRUCTION. 3. G.C. TO FURNISH (1) HOUR FIRE RATING (MIN.) INCLUDING DOORS AT ALL RATED WALLS SHOWN ON CONSTRUCTION PLAN. SYMBOL LEGEND NOTES: X WALL LEGEND F&I BY G.C. (U.O.N) SYMBOL DESCRIPTION EXISTING PARTITION TO REMAIN: REFER TO LANDLORD WORK LETTER FOR EXTENT OF WORK. MAINTAIN EXISTING RATING NEW NON-RATED PARTITION: REFER TO WALL TAG FOR PARTITION TYPE NEW NON-RATED PARTIAL HEIGHT PARTITION: REFER TO WALL TAG FOR PARTITION TYPE NEW RATED PARTITION (U#465): REFER TO CONSTRUCTION PLAN FOR PARTITION TYPE; FIRE SEAL TOP OF PARTITION & ALL PENETRATIONS TO MAINTAIN FIRE RATING, FURNISH FRT PLYWOOD ON WALLS AS REQ'D NEW NON-RATED SECURITY PARTITION (ADMIN ROOM): REFER TO CONSTRUCTION PLAN FOR PARTITION TYPE NEW WALL INFILL: NEW INFILL TO MATCH AND ALIGN WITH EXISTING CONSTRUCTION / FINISHES (U.O.N.) G.C. MATCH EXISTING WALL RATING TO MAINTAIN FIRE RATING AS APPLICABLE. NEW NON-RATED PARTITION WITH R19 BATT INSULATION: REFER TO WALL TAG FOR PARTITION TYPE NEW NON-RATED PARTITION WITH SOUND INSULATION: REFER TO WALL TAG FOR PARTITION TYPE WALL LEGEND F&I BY G.C. (U.O.N) NOT USED NOT USED 4 06.21.23 REVISED PER CITY COMMENTS WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 AREA (WOMEN'S) SALES 104 ROOM #2 FITTING 105 ROOM STOCK 106 WINDOW 3 DISPLAY 103 ROOM STAFF 117 WASHROOM MEN'S 107 ROOM LAN 115 ADMIN 114 WASHROOM WOMEN'S 108 ROOM ELECTRICAL 113 ROOM SECURITY 112 HALLWAY 109 ROOM VISUAL 110 ROOM JANITOR'S 111 ROOM MEETING 116 W W W W W W W WW W W W W W W W TIME CLOCK 16'- 5 " 2'-0 " 1'-10"16'-47 8" EQ.26'-8"EQ. EQ.22'-75 8"EQ. 1'-8" 6'-178"18'- 6 1 2 " 11 3 4 " 1' - 1 0 " 10 ' - 4 " 1'-3"12'-35 8" 113 4"8'-33 8" 1'-0"14'-51 4" 14'-51 4"2'-91 2"23'-93 8"2'-0"26'-77 8" 13'-101 4" CENTERLINE OF FIRST POST 8' - 1 1 14" CL O F F I R S T P O S T 20'-7" 5' - 1 0 14" ±5 ' - 6 " 10 12" 1'-93 8" (1'-0" MIN.) 2'-15 8"1' - 8 3 4" 6' - 2 34" 678" 1' - 6 " 3' - 1 1 " 1'-2" NOTE: REFER TO SHT. A-222 FOR CONSTRUCTION KEY AND GENERAL NOTES. REFER TO SHT. A-740 FOR BOH DIMENSIONS AND A-730 SERIES SHTS. FOR FITTING ROOM DIMENSIONS LF A-221 DIMENSION PLAN UPPER LEVEL REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION DIMENSION PLAN - UPPER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH 3 06.13.23 REVISED PER CITY COMMENTS 4 06.21.23 REVISED PER CITY COMMENTS 1. G.C. IS RESPONSIBLE TO FIELD-VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE SPACE. FAILURE TO PROPERLY VERIFY EXISTING CONDITIONS DOES NOT RELIEVE G.C. OF ANY EXPENSES OR RESPONSIBILITIES RESULTING FROM THAT FAILURE. 2. CONTRACTOR TO FURNISH PARTITION LAYOUT FOR ARCHITECT'S/ H&M'S APPROVAL BEFORE CONSTRUCTION FOR CONFIRMATION OF ALL DIMENSIONS. G.C. TO COORDINATE ALL DIMENSIONS WITH H&M FIXTURE DIMENSIONS. 3. SEE FITTING ROOM ENLARGED PLANS, ELEVATIONS, & DETAILS SHEET FOR FITTING ROOM LAYOUT. 4. G.C. TO FURNISH SHOP DRAWINGS FOR ARCHITECT'S APPROVAL BEFORE FABRICATION OF ALL FINISHES, HARDWARE & COMPONENTS. SEE SHOP DWG. LIST ON GENERAL NOTES & RESPONSIBILITY SCHEDULE SHEET. 5. IN CASE OF DISCREPANCY BETWEEN ARCHITECT'S & ENGINEER'S DRAWINGS, THE MORE STRINGENT, HIGHER QUANTITY OR HIGHER QUALITY SHALL PREVAIL. CONTRACTOR TO INFORM ARCHITECT & H&M PROJECT MANAGER OF ANY DISCREPANCIES PRIOR TO SUBMITTING BID. 6. G.C. TO VERIFY ALL DIMENSIONS OF MILLWORK, FIXTURES & FITTING ROOMS WITH H&M PRIOR TO LAYOUT. 7. G.C. TO PATCH, REPAIR AS REQUIRED & PAINT ALL GYP. BD. COLUMN WRAPS & EXPOSED AREAS AT EXISTING WINDOW WALLS & ALL EXISTING GYP. BD. 8. G.C. TO COORDINATE CONSTRUCTION TIMING WITH H&M SCHEDULE PRIOR TO CONSTRUCTION START. ANY CHANGE TO CONSTRUCTION SCHEDULE MUST BE SENT TO H&M PM FOR REVIEW & APPROVAL. 9. ALL PLYWOOD BACKING/BLOCKING IS FIRE RESISTANT (F.R.) / FIRE RETARDANT TREATED (FRT). 10. G.C. IS RESPONSIBLE FOR PROVIDING ALL BRACING /BLOCKING AS REQUIRED BY CODE & STRUCTURAL NECESSITY FOR ALL FIXTURES AFFIXED TO WALLS AND CEILINGS. SEE FIXTURE DETAILS & PARTITION TYPES FOR CONNECTION DETAILS. 11. SEE MEP DRAWINGS FOR ADDITIONAL NOTES. 12. ALL WORK TO COMPLY WITH ALL APPLICABLE LOCAL, STATE & FEDERAL BY-LAWS & CODE REQUIREMENTS. 13. G.C. TO PROTECT & MAINTAIN EXISTING FIRE PROOFING AROUND COLUMN & BEAMS & ALL STRUCTURAL MEMBERS TYPICAL THROUGHOUT. REPAIR/REPLACE ANY DAMAGED FIREPROOFING AS REQ'D. DUE TO CONSTRUCTION. 14. G.C. TO FIREPROOF ALL NEW STRUCTURAL ELEMENTS TO INCLUDE BUT NOT LIMITED TO BEAMS, JOISTS, COLUMNS, ETC. AS REQ'D. PER LL OR GOVERNING CODE. G.C. TO MATCH NEW FIREPROOFING WITH EXISTING. 15. EXISTING STRUCTURAL SLAB SHALL NOT BE TRENCHED, CUT OR DAMAGED IN ANY WAY WITHOUT WRITTEN DIRECTION FROM STRUCTURAL E.O.R. & APPROVAL BY THE LANDLORD. 16. COORDINATE EXACT SAFE LOCATION WITH H&M. G.C. TO FURNISH NECESSARY SUPPORT FOR SAFE. 17. G.C. TO FURNISH ALL NECESSARY SIGNS (INCL. THOSE PER CODE FOR ACCESSIBILITY) FOR TOILETS, FITTING ROOMS, STAIRS, ELEVATORS (AS REQ'D.). 18. G.C. TO FURNISH ALL BOH CORNER GUARDS. 19. G.C. IS SOLELY RESPONSIBLE TO TEST MOISTURE CONTENT OF SUB-FLOOR PRIOR TO INSTALLATION OF ALL FINISH FLOORING MATERIALS & MAINTAIN PROPER TEMPERATURE & HUMIDITY LEVELS PER MANUFACTURERS SPECIFICATIONS. 20. NOTHING IS PERMITTED TO ATTACH TO, SUSPENDED FROM, OR PENETRATE ROOF DECK. G.C. MAY ONLY ATTACH TO TOP CHORD OF JOIST(S) OR I-BEAMS PER LANDLORD REQUIREMENT. ALL WALL/CLG./OVERHEAD CONSTRUCTION TO BE SUPPORTED IN THIS MANNER. NO WELDING OR SHOOTING INTO STRUCTURE IS PERMITTED. COORDINATE EXTENT OF EXACT REQUIREMENTS WITH LANDLORD'S REP. 21. STRUCTURAL REINFORCING DETAILS TO BE FURNISHED BY A REGISTERED STRUCTURAL ENGINEER TO LANDLORD FOR APPROVAL AS WELL AS FOR COORDINATION OF EQUIPMENT SUPPORT OR SUSPENSION, SERVICE PLATFORMS, DECK PENETRATIONS, ETC. (AS REQ'D.) 22. ANY LANDLORD EQUIPMENT OR COMPONENT EXISTING IN THE SPACE MUST REMAIN VISIBLE & ACCESSIBLE. G.C. TO COORD. ANY REQ'D ACCESS W/H&M PM, LANDLORD REP. & ARCHITECT. 23. ALL CONCRETE PATCHING MUST BE LEVEL WITH EXISTING CONCRETE FLOOR. 24. G.C. TO COORDINATE ALL RATED WALLS WITH M.E.P. DRAWINGS. FURNISH FIRE &/OR FIRE/SMOKE DAMPERS &/OR FIRE CAULKING (AS REQ'D.). 25. G.C. TO INSTALL ALL ELECTRICAL DEVICES & EQUIPMENT AT CENTERLINE OF COLUMN FACE, TYP., U.O.N. 26. DO NOT SCALE THESE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT TO ARCHITECT ANY DISCREPANCIES FOR CLARIFICATION. REFER TO RESPONSIBILITY SCHEDULE. 27. FURNISH ACCESSIBILITY FOR PHYSICALLY HANDICAPPED PER (LOCAL ACCESSIBILITY CODE). 28. G.C. TO ENSURE ALL INTERIOR WALL BLOCKING IS INSTALLED PRIOR TO APPLYING WALL FINISHES. COORDINATE LOCATION OF BLOCKING WITH H&M FIXTURE MANUFACTURERS. 29. NEW STOREFRONT GLAZING TO BE TEMPERED SAFETY GLASS. ALL EDGES MUST BE GROUND & POLISHED. 30. ALL FLOOR ELECTRICAL BOXES TO BE INSTALLED FLUSH W/ NEW FLOORING AT CASHWRAP & FIXTURES W/ POWER AS SHOWN ON ELECTRICAL SHEETS. REFER TO FLOOR & MISC. DETAILS SHEET & ELECTRICAL DRAWINGS. 31. G.C. TO VERIFY ALL COLUMN LOCATIONS & CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. ALL GYP. BD. SURFACES TO BE A LEVEL 4 FINISH PRIOR TO PAINTING. 32. SAW CUTTING (ALLOWED IN SLAB-ON-GROUND CONDITIONS ONLY) & CORE DRILLING MUST OCCUR OUTSIDE OF MALL OPERATING HOURS. COORD. W/ MALL'S REP. 33. ALL FLOOR PENETRATIONS MUST BE SLEEVED & SEALED LIQUID TIGHT. FIRE-STOPPING IS REQUIRED USING APPROPRIATE UL METHOD. 34. ALL PLYWOOD BACKING/BLOCKING IS FIRE RESISTANT. G.C. RESPONSIBLE FOR PROVIDING ALL BRACINGS/BLOCKING REQUIRED BY CODE AND STRUCTURAL NECESSITY FOR ALL FIXTURES, SIGNAGE, LIGHTING, ETC. AFFIXED TO WALLS AND CEILINGS. ALL EXPOSED HOOD TRIM IS NOT REQUIRED TO BE FRT 35. COORDINATE WITH MECHANICAL DRAWINGS FOR SIZE & LOCATIONS OF RETURN AIR LOUVERS IN CEILING OR WALLS. 36. G.C. IS RESPONSIBLE FOR STORAGE OF ALL DELIVERED MATERIALS, FIXTURES, ETC. DURING CONSTRUCTION OF STORE. G.C. HAS 48 HOURS UPON RECEIPT OF ANY ITEM TO CHECK-IN SAID ITEM & NOTE ANY DAMAGE OF ITEM. G.C. TO NOTIFY H&M OF ANY DAMAGED ITEM(S) WITHIN THIS 48 HOUR PERIOD. IF NO NOTIFICATION OCCURS WITHIN THE 48 HOUR PERIOD, G.C. ASSUMES RESPONSIBILITY FOR CONDITION OF ITEM. 37. G.C. TO BEGIN CONSTRUCTION OF LEASED SPACE WITH INSTALLATION OF FLOOR TILE AFTER DEMOLITION IS COMPLETED IN PHASE. ALL OTHER NEW CONSTRUCTION SHALL OCCUR ON TOP OF FLOOR TILE. AFTER FLOOR TILE HAS BEEN INSTALLED G.C. TO COVER TILE TO PROTECT AS REQUIRED. AFTER FLOOR TILE HAS BEEN INSTALLED G.G. SHALL NOT ALLOW THE USE OF LIFTS FOR ANY FURTHER CONSTRUCTION OF THE LEASED SPACE. 38. ALL ANTI-THEFT WIRING DIMENSIONS & LOCATIONS BY TENANT VENDOR. 39. WARDROBE TOP CONNECTORS TO BE INSTALLED BEHIND WARDROBE HEADER CONNECTORS AND NOT TO BE EXPOSED TO SALES FLOOR. 40. ALL PLUMBING WALLS ARE TO BE 6" METAL STUD CONSTRUCTION. 41. DRYWALL AT DEMISING WALLS MUST CONTINUE TO METAL DECK (MUST BE FIRE TAPED OR FIRE CAULKED TO DECK AS REQ'D BY CODE). ABOVE, TO BE TAPED & PRIMED TO ABOVE FINISH CEILING ELEVATION OR DESIGNATED SALES AREA HT IN OPEN CLG. 42. ALL WORK SHALL BE IN LOCAL COMPLIANCE W/ ADOPTED LOCAL CODES, AIA A-210 CONDITIONS OF CONTRACT FOR CONSTRUCTION, RECOGNIZED INDUSTRY STANDARDS IN THE AREA, ALL MANUFACTURERS RECOMMENDATIONS, & ALL OTHER APPLICABLE CODES. 43. G.C. TO VERIFY WITH LANDLORD THE MAXIMUM DEPTH OF ANY PENETRATIONS OR ANCHORS INTO THE SLAB BEFORE SLAB WORK BEGINS. 44. ALL LARGE SALES AREA FIXTURES OVER 5'-9" H. TO BE PROPERLY SECURED TO FLOOR OR WALL. 45. G.C. RESPONSIBILITY TO ENSURE THAT THERE IS ADEQUATE ACCESS INTO SPACE FOR ALL LARGE FIXTURES. 46. H&M ELEVATOR IS NOT TO BE UTILIZED BY G.C. FOR ANY PURPOSES. CONSTRUCTION GENERAL NOTES KEY NOTES JG A-222 CONSTRUCTION PLAN GENERAL AND SYMBOL DESCRIPTION TENANT LEASE LINE. PROJECT TEAM TO VERIFY IN FIELD. STOREFRONT LEASE LINE AT POP-OUT. PROJECT TEAM TO VERIFY IN FIELD. PROJECT TEAM TO FIELD VERIFY ANY NEW UTILITIES INSTALLED BY LANDLORD PRIOR TO START OF CONSTRUCTION AND NOTIFY OWNER IN WRITING OF FINDINGS. ALL PLAN DIMENSIONS TO FINISH FACE OF PARTITION UNLESS NOTED OTHERWISE. FACE OF GYP. BD. WALLS, UNLESS OTHERWISE NOTED. ALL "EQ - EQ" DIMENSIONS ARE CONSIDERED TO BE MEASURED FROM ADJACENT ARCHITECTURAL OR FIXTURE ELEMENT ON PLAN. G.C. TO FURNISH & INSTALL TYPE 'X' 5/8" THK. GYP BD. WHERE GYP. BD. IS NOT EXISTING ON TENANT SIDE OF DEMISING WALLS. FIRE TAPE, CAULK, & SEAL AS REQUIRED TO MAINTAIN RATING PER CODE. RATING TO BE 1 HR. (UL#465) U.N.O. G.C. TO FURNISH & INSTALL TYPE 'X' 5/8" THK. GYP BD. AT STOREFRONT ON LANDLORD'S STOREFRONT CURB / BASE AND/OR WHERE GYP. BD. IS NOT EXISTING ON TENANT SIDE OF LANDLORD BULKHEAD. FIRE TAPE, CAULK, & SEAL AS REQUIRED TO MAINTAIN RATING PER CODE. G.C. TO FURNISH NEW OR REPAIR EXISTING SPRAY-ON FIREPROOFING (WHERE APPLICABLE) TO MAINTAIN RATING AT ALL EXISTING OR NEW COLUMNS, BEAMS, AND FLOOR DECKS IF REQUIRED. TYPICAL FOR ENTIRE H&M LEASED AREA. G.C. TO FIRE RATE ALL PENETRATIONS WITHIN TENANT SPACE (AS APPLICABLE) TO MEET CODE REQUIREMENTS. APPROXIMATE LOCATION OF EXISTING EXPANSIONS JOINT IN TENANT SPACE, G.C. TO V.I.F. REFER TO SHT. A-710 & A-720 FOR EXPANSION JOINT COVER / CONSTRUCTION INFO. 1 2 3 4 5 6 7 8 9 CONSTRUCTION KEY NOTES ESCALATOR FURNISHED BY G.C. G.C. TO COORDINATE FLOOR SLAB OPENINGS BETWEEN FLOORS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES. REFER TO VENDOR SHOP DRAWINGS AND A-900 SHEETS FOR MORE INFO. ELEVATOR FURNISHED BY G.C. G.C. TO COORDINATE FLOOR SLAB OPENINGS BETWEEN FLOORS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES. REFER TO VENDOR SHOP DRAWINGS AND A-900 SHEETS FOR MORE INFO. EXISTING GUARD RAIL & STAIR RAILING TO REMAIN. G.C. TO CLEAN TO "LIKE NEW" CONDITION. DASHED LINE OF PAINTED GYP. BD. SOFFIT/HEADER ABOVE. SEE RCP SHT. FOR MORE INFO. DASHED LINE OF PAINTED GYP. BD. SOFFIT ABOVE REFRIGERATOR. U.S. OF SOFFIT TO BE 6" ABOVE REFRIGERATOR, G.C. TO VERIFY HEIGHT OF REFRIGERATOR. SEE RCP SHT. FOR MORE INFO. G.C. TO PROVIDE EXTRA MTL. FRAMING AND HEADER STRUCTURE AT ALL DOORS WIDER THAN 36", TYP. REFER TO DOOR DETAILS SHEET FOR MORE INFO. 31 32 33 34 35 36 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED EXISTING WALL FIXTURES TO REMAIN AS IS EXISTING COLUMN ENCLOSURE TO REMAIN; REFER TO FINISH PLAN FOR NEW FINISH SPECS EXISTING STAIRCASE TO REMAIN AS IS WITH NEW FLOORING, REFER TO FINISH PLAN. EXISTING ELEVATOR TO REMAIN AS IS WITH NEW FLOORING, REFER TO FINISH PLAN. G.C. TO DEEP CLEAN TO LIKE NEW CONDITION. LINE OF VOID OPENING ABOVE POSTER RAILING SUPPLIED BY H&M, INSTALLED BY G.C.; REFER TO ELEVATIONS 68 69 70 71 72 73 G.C.TO DEEP CLEAN EXISTING EXTERIOR STOREFRONT FINISH (TO REMAIN)74 EXISTING STOREFRONT GLAZING TO REMAIN AS IS75 NEW STOREFRONT GLAZING TO MATCH EXISTING ADJACENT GLAZING; REFER TO STOREFRONT DETAILS76 EXISTING ROLL-UP GRILL TO REMAIN; G.C. TO VERIFY ALL IS IN GOOD WORKING ORDER77 EXISTING STOREFRONT FINISHES WITH NEW FINISHES OVER TOP; REFER TO DEMO PLAN AND STOREFRONT DETAILS78 EXISTING SIGNAGE TO REMAIN AND TO BE CLEANED79 EXISTING DOORS TO REMAIN AS IS; G.C. TO VERIFY ALL EXISTING HARDWARE IS IN GOOD WORKING ORDER AND REPAIR/REPLACE AS REQUIRED80 WALLS WHERE METAL CLADDING HAS BEEN REMOVED TO BE RECLAD IN DRYWALL, READY TO RECEIVE NEW PAINT FINISH81 H&M IT WILL PULL BACK THE WIRES FROM THE EXISTING CASHPOINT & RE-RUN THEM ONCE NEW CASHPOINTS ARE INSTALLED.82 GC TO APPLY NEW VINYL TO GUARD RAIL GLASS AT STAIRS.83 STOREFRONT ENTRY & SAFETY GLASS GLAZING SYSTEM; REFER TO GENERAL NOTES/RESPONSIBILITY SCHEDULE & STOREFRONT SHTS. FOR MORE INFO. NEW ENTRY VESTIBULE AND DOORS BY H&M - REFER TO GENERAL NOTES/RESPONSIBILITY SCHEDULE & STOREFRONT SHTS. FOR MORE INFORMATION.. EXISTING NEDAP STOREFRONT SECURITY ANTENNA PANEL SYSTEM, TO REMAIN AS IS. G.C. TO CORE, PATCH CONCRETE SLAB AND FURNISH CONDUIT FOR LOSS PREVENTION SECURITY PEDESTAL. COORDINATE WITH H&M VENDOR AND ELECTRICAL DRAWINGS PRIOR TO ROUGH-IN. G.C. TO FURNISH AND INSTALL (FLOOR TO CEILING HIGH) METAL SCREEN (HEAVY DUTY ALUMINUM FOIL OR EQUAL) AND AT LEASE 2'-4" WIDE BEHIND GYP. BD. AT ENTRY AREA. SEE STOREFRONT SHEETS FOR SPEC & MORE INFO. G.C. TO COORDINATE WITH H&M P.M. FOR LOCATION AND FOR MORE INFORMATION. STOREFRONT WINDOW PLATFORM TO BE BUILT AND INSTALLED BY G.C. REFER TO STOREFRONT SHTS. FOR MORE INFORMATION. G.C. TO FURNISH AND COORDINATE ELECTRICAL REQUIREMENTS OF PLATFORM (TYP.) SEE ELEC. DRAWINGS. G.C. TO FURNISH SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. OPEN WINDOW BACKDROP TO BE BUILT AND INSTALLED BY G.C. REFER TO STOREFRONT SHTS. FOR MORE INFORMATION. G.C. TO FURNISH AND COORDINATE ELECTRICAL REQUIREMENTS OF PLATFORM (TYP.) SEE ELEC. DRAWINGS. G.C. TO FURNISH SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. FULL HEIGHT FRAMELESS GLASS DISPLAY DOOR PROVIDED AND INSTALLED BY G.C. COORDINATE FINAL INSTALLATION WITH H&M PROJECT MANAGER. REFER TO SHT. A-800 FOR MORE INFORMATION.. PARTIAL HEIGHT FRAMELESS GLASS DISPLAY DOOR PROVIDED AND INSTALLED BY G.C. COORDINATE FINAL INSTALLATION WITH H&M PROJECT MANAGER. REFER TO SHT. A-800 FOR MORE INFORMATION.. FULL HEIGHT FLUSH WOODEN DISPLAY DOOR FURNISHED AND INSTALLED BY G.C. COORDINATE FINAL INSTALLATION WITH H&M PROJECT MANAGER. REFER TO SHT. A-800 FOR MORE INFORMATION. INTERNALLY ILLUMINATED STOREFRONT SIGN BY TENANT SIGN VENDOR. G.C. TO COORDINATE WITH STOREFRONT SHTS AND SIGN SHOP DRAWINGS FOR PROPER MOUNTING (PENDANT HUNG FROM CEILING/SOFFIT ABOVE, PODIUM MOUNTED, FLUSH OR RECESSED 'PUSH-THRU') G.C. TO FURNISH POWER AND BLOCKING PRIOR TO VENDOR INSTALLATION. REFER TO STOREFRONT SHTS. AND SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION. STOREFRONT BLADE SIGN BY TENANT SIGN VENDOR. G.C. TO COORDINATE INSTALLATION WITH SIGN VENDOR. REFER TO STOREFRONT SHTS. FOR MORE INFORMATION. TYP., SEE CONSTRUCTION PLAN FOR LOCATIONS. FREE-STANDING LIGHTBOX AND/OR LOGO WALL FIXTURE FURNISHED BY H&M & INSTALLED BY G.C.; FURNISH & INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHTBOX & ASSOCIATED SIGNAGE. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER & H&M-FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS & CONSTRUCTION INFORMATION.". LIGHT BOX FIXTURE RECESSED MOUNTED ON WALL FURNISHED BY H&M AND INSTALLED BY G.C., CENTERED ON STOREFRONT FACADE. SEE STOREFRONT DETAIL SHTS. FOR MORE INFORMATION. G.C. TO FURNISH AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL FURNISH AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS, AND CONSTRUCTION INFORMATION." FOR MORE INFORMATION. LIGHT BOX FIXTURE SURFACE MOUNTED ON WALL FURNISHED BY H&M AND INSTALLED BY G.C. SEE BOH SHTS. FOR LOCATIONS. G.C. TO FURNISH AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL FURNISH AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS, AND CONSTRUCTION INFORMATION." FOR MORE INFORMATION. PRIVACY FROSTED WINDOW FILM (OR LIFESTYLE GRAPHIC) FURNISHED BY H&M. INSTALLED BY G.C. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 G.C. TO INSTALL CLEAR SIGNAGE INDICATING EXIT ROUTE (AS REQ'D. BY AHJ)., IF NOT ALREADY EXISTING. G.C. TO FURNISH AND INSTALL 2A10BC FIRE EXTINGUISHER PER NFPA 10 TO BE INSTALLED AT LOCATIONS SHOWN UNLESS DIRECTED OTHERWISE BY FIRE MARSHALL. G.C. TO INSTALL "FOAM" TYPE EXTINGUISHERS IN ALL BACK OF HOUSE AREAS, "WATER" TYPE EXTINGUISHERS IN ALL SALES FLOOR AND FITTING ROOM AREAS, AND "CO2" TYPE EXTINGUISHERS IN ALL ELECTRICAL AND LAN. ROOM AREAS (IF ALLOWABLE PER CODE). ALL FIRE EXTINGUISHERS SHALL BE CLEARLY MARKED WITH A FLAG SIGN PLACED AT MINIMUM 8'-0 A.F.F. AND MAXIMUM OF 9'-6" A.F.F. ENSURE THAT THERE IS ADEQUATE SPACE IN WALL FOR RECESSED FIRE EXTINGUISHER CABINETS, IF REQ'D. REFER TO EGRESS SHT. FOR MORE INFORMATION. EMERGENCY FIRE PULL. REFER TO M.E.P. DRAWINGS LOCATIONS & FOR MORE INFORMATION. G.C. TO INSTALL FRAMED EMERGENCY EVACUATION MAPS. ARCHITECT TO FURNISH PDF OF MAPS; G.C. TO PRINT AND MOUNT IN G.C. FURNISHED BLACK FRAME. MAPS TO BE LEGIBLE, AND EASILY VISIBLE. SEE EGRESS SHT. FOR MORE INFORMATION. CONFIRM FINAL LOCATION WITH H&M PM. G.C. TO FURNISH RECEPTACLE/POWER FOR RECHARGEABLE FLASHLIGHT. REFER TO EGRESS SHT. FOR MOUNTING HEIGHT AND MORE INFORMATION. 26 27 28 29 30 ENSURE COLUMN IS BUILT OUT LARGE ENOUGH TO ENCASE STANDARD DEPTH ELECTRICAL 1900 JUNCTION BOX, CONDUIT FOR RECESSED DATA LOCATIONS, AND RECESSED FIRE EXTINGUISHER CABINET, IF REQ'D. NO ELECTRICAL, FIRE ALARM, DATA, PHONE, OR FIRE EXTINGUISHER DEVICES ON COLUMN FACES WITH SPECIAL MIRRORS. COORDINATE LOCATION OF FIRE ALARM HORNS, STROBES, PULL STATIONS, ETC.(IF REQ'D.) SEE MEP DRAWINGS AND EGRESS PLAN FOR MORE INFORMATION. FIXTURE MIRROR LOCATIONS SHOWN ARE NOT NECESSARILY INDICATIVE OF FINAL LOCATIONS. G.C. SHALL COORDINATE WITH H&M REP. PRIOR TO INSTALLATION ANY AND ALL MIRRORS. COORDINATE LOCATION OF FIRE ALARM HORNS, STROBES, PULL STATIONS, ETC.(IF REQ'D.) MIRROR LOCATIONS SHOULD BE TAKEN INTO CONSIDERATION BEFORE MOUNTING DEVICES. COORDINATE FINAL LOCATIONS WITH H&M ON-SITE PROJECT MANAGER. THE DEVICES SHOULD NOT BE PLACED ON THE SAME FACE AS FIXTURE MIRROR (AT COLUMNS). G.C. TO COORDINATE AND ALERT OWNER/ARCHITECT WHERE THESE CONFLICTS OCCUR PRIOR TO PLACEMENT OR INSTALLATION. IF PLACEMENT IS DIRECTED BY ANY, G.C. SHALL NOTIFY H&M OF ANY CONFLICT. ROOM DIVIDERS, WALL FRAME FIXTURES, WARDROBES, STOCKROOM FIXTURES, AND ALL SALES AREA NON-MOBILE FIXTURES OVER 5'-9" HIGH TO BE FASTENED TO FLOOR BY G.C. REFER TO H&M INTERIOR INSTRUCTIONS AND FIXTURE DETAILS FOR INSTALLATION REQUIREMENTS. SEE FIXTURE SCHEDULE SHEET FOR MORE INFO. DOES NOT INCLUDE FREESTANDING LIGHTBOXES OR STORE GUIDES WARDROBES, DIVIDERS AND OTHER FIXTURES W/INTEGRATED LIGHTING. J-BOXES TO BE COORDINATED WITH H&M INSTALLATION INSTRUCTIONS AND FIXTURE VENDOR. SEE FIXTURE PLAN SHT. & "E" SHTS. FOR MORE INFO. SURFACE MOUNTED CURTAIN TRACK AND CURTAIN FURNISHED BY H&M & INSTALLED BY G.C. BOTTOM TO BE HEMMED TO SIT 2" ABOVE FINISHED FLOOR, BY G.C. G.C. TO PROVIDE BLOCKING IN CEILING AS REQUIRED. REFER TO CLG. DETAILS SHT. FOR MORE INFO. SUSPENDED CURTAIN TRACK AND CURTAIN AT ROOM DIVIDERS FURNISHED BY H&M & INSTALLED BY G.C. BOTTOM TO BE HEMMED TO SIT 2" ABOVE FINISHED FLOOR, BY G.C. G.C. TO PROVIDE BLOCKING IN CEILING AS REQUIRED. CEILING TUBES FOR SUSPENSION CURTAIN TRACK FURNISHED AND INSTALLED BY G.C. REFER TO CLG. DETAILS SHT. FOR MORE INFO. HANDICAPPED CASHWRAP FURNISHED BY H&M AND INSTALLED BY G.C. 3'-0" CLEAR REQUIRED BETWEEN FACE OF WARDROBE UNITS AND FACE OF CASHWRAPS FOR TOTAL LENGTH OF LAYOUT. 5'-0" CLEAR WIDTH REQUIRED AREA IF ACCESS IS FROM ONE SIDE. HEIGHT OF COUNTER TOP TO COMPLY WITH ICC/ANSI A117.1, SECTION 904 AND ADA AG. REFER TO FIXTURE SHTS. FOR MORE INFORMATION. G.C. TO CUT, PATCH CONC. SLAB AND FURNISH CONDUIT AND ELEC. SERVICE FOR CASHWRAP. G.C. TO COORDINATE W/ H&M VENDOR, ELEC. DWGS, SHOP DWGS, AND MANUFACTURER PRIOR TO ROUGH-IN. G.C. TO PROVIDE ADEQUATE BLOCKING IN WALL FOR SECURING DEVICE. REFER TO EGRESS PLANS FOR LOCATIONS AND MORE MORE INFO. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MORE INFO. REFER TO ENLARGED FITTING ROOM PLANS ON SHT. A-730 SERIES FOR INFORMATION. REGARDING ADA COMPLIANCE, PARTITIONS AND ALL FITTING ROOM FIXTURES. G.C. TO FURNISH 1/2" THK. F.R.T. PLYWOOD BLOCKING AT ALL FITTING ROOM INTERIOR WALLS FOR ALL FITTING ROOM FIXTURING. NEW HOOKS THAT WILL BE MOUNTED AT 5'-0" O.C. IN ALL FITTING ROOMS EXCEPT FOR THE ADA FITTING ROOM WHICH SHALL BE MOUNTED AT 48" A.F.F. REFER TO FIXTURE SHOP DRAWINGS AND H&M REP. FOR BLOCKING HEIGHTS. ALL FITTING ROOM CURTAINS, FRAMES, WARDROBES AND HARDWARE FURNISHED BY TENANT, INSTALLED BY G.C. GENERAL CONTRACTOR TO COORDINATE WITH H&M'S FIXTURE CONTRACTOR FOR FINAL DIMENSIONS. FURNISH ADA INTERNATIONAL SIGN FOR ACCESSIBILITY AT ALL ADA DRESSING COMPARTMENTS. 37 38 39 40 41 42 43 44 45 46 47 48 49 G.C. TO FURNISH COVER PLATES FOR ALL EXISTING FLOOR DRAINS, AS REQ'D G.C. TO FURNISH & INSTALL F.R.T. BLOCKING IN WALL FOR WALL STANDARDS IN ADMIN. RM., JANITOR'S CLOSET, CLOSETS, MEDIA ROOM, AND DECO AREA. SEE FIXTURE PLAN & BOH SHEETS FOR MORE INFO. 304 S.S. CORNER GUARDS, 16 GA. SATIN #4 48" HIGH REFER TO FIXTURE PLAN & BOH SHTS. FOR STOCK ROOM LAYOUT & FIXTURES. APPROXIMATE LOCATION OF IRON OUTLET. SEE ELECTRICAL SHTS. FOR MORE INFO. REFER TO ELECTRICAL DRAWINGS FOR ROOM REQUIREMENTS. G.C. TO ADD ONE (1) LAYER OF CONT. 3/4" F.R.T. PLYWOOD ON ALL WALLS OF LAN RM., IN ELECTRICAL ROOM FRT PLYWOOD ONLY WHERE REQUIRED FOR ELECTRICAL/DATA/ETC. EQUIPMENT. REFER TO PARTITION TYPES ON SHEET A-700 FOR MORE INFORMATION. G.C. TO INSTALL FIRE RATED PLYWOOD FROM FINISHED FLOOR TO 8'-0" A.F.F.. G.C. TO INSTALL PLYWOOD "STAMP-SIDE OUT" SO FIRE RATING STAMP IS VISIBLE AFTER INSTALLATION. (DO NOT PAINT) G.C. TO INSTALL PVC PIPE DRAWING TUBE IN ELECTRICAL ROOM. REFER TO DETAIL ON SHT. 7/A-702 FOR MORE INFORMATION., AND H&M PROJECT MANAGER FOR EXACT LOCATION. PREFERRED LOCATION OF FLOOR CLEANER MACHINE. ALTERNATE LOCATION IN STOCKROOM, IF PREFERRED LOCATION IS NOT AVAILABLE. EMPLOYEE ENTRANCE. FURNISH CARD READER ACCESS TO STORE IF NOT ALREADY EXISTING. POWER TO DOOR FOR DELAYED ACTION EGRESS WITH OVERRIDE FROM FIRE ALARM SYSTEM. G.C. TO INSTALL DOOR VIEWER, AND DOORBELL. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION. G.C. TO FURNISH SERVICE ENTRANCE DOOR SIGN. DELIVERY DOOR WITH DOORBELL. 50 51 52 53 54 55 56 57 58 59 60 61 FLOOR MOUNTED LED SCREEN ORDERED BY H&M; INSTALLATION BY G.C. G.C. TO COORDINATE WITH VENDOR. FURNISH & INSTALL ALL ELECTRICAL REQUIREMENTS FOR LED SCREEN. G.C. TO FURNISH ADEQUATE SUPPORT STRUCTURE. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND SHOP DRAWINGS FOR MORE INFO. 6" - 18GA. @ 16" O.C. METAL STUD KNEE WALL, COORDINATE LENGTH AND HEIGHT WITH LED SCREEN AND PLATFORM. "ESPALIER" PORTAL AND 'ESPALIER' / PANEL ROOM DIVIDER FIXTURES FURNISHED BY H&M AND INSTALLED BY G.C. REFER TO H&M 'STORE INSTRUCTIONS' AND SHT. A-711 FOR INSTALLATION REQUIREMENTS AND FOR MORE INFO. NON-LIT NAVIGATION SIGN FIXTURE (WALL MOUNTED) FURNISHED BY H&M AND INSTALLED BY G.C. REFER TO SIGNAGE SHT. AND H&M 'STORE INSTRUCTIONS' FOR MORE INFO. NON-LIT NAVIGATION SIGN FIXTURE (SURFACE MTD. ON 'ESPALIER') FURNISHED BY H&M AND INSTALLED BY G.C. REFER TO SIGNAGE SHT. AND H&M 'STORE INSTRUCTIONS' FOR MORE INFO. EXISTING WALL FIXTURES TO BE PAINTED WHITE . 62 63 64 65 66 67 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NEW CHAIN LINK FENCE BY H&M.84 RELOCATED TIME CLOCK, REFER TO ELECTRICAL DRAWINGS85 G.C. TO VERYIFY ELECTRICAL ROOM HARDWARE, ENSURE HARDWARE IS IN GOOD WORKING ORDER, REPORT ANY DEFICIENCIES TO THE H&M PM.86 EXISTING SLIDING GRILLE TO REMAIN, G.C. TO VERIFY ALL IS IN GOOD WORKING ORDER.87 DASHED LINE INDICATES WALLS TO RECEIVE RFID WALL SHIELDING BY G.C.88 NOT USED NOT USED NOT USED CONSTRUCTION KEY NOTES SYMBOL DESCRIPTION NOT USED NOT USED ELEVATOR MACHINE ROOM TO REMAIN AS-IS.89 1 02.13.23 REVISED PER CITY COMMENTS G.C. TO PAINT 2" WIDE STRIPE THE ENTIRE WIDTH OF THE STAIR ON THE UPPER APPROACH AND LOWER TREAD AS SHOWN 1" FROM EDGE OF THE STAIR. PAINT COLOUR TO BE IN CONTRAST TO THE FLOORING.90 NOT USED NOT USED UP 30R HM SPACE000 HM SPACE000 HM SPACE000HM SPACE000 WINDOW 1 DISPLAY 11'-9 3/4" (EXIST) PT-1 GYP. BD. 001 WINDOW 2 DISPLAY 11'-9 3/4" (EXIST) PT-1 GYP. BD. 002 (ENTRY SOFFIT) 11'-9 3/4" (EXIST) PT-1 GYP.BD. DIVIDED SALES AREA 10'-6" (EXIST) PT-1 GYP. BD. 003 KIDS SALES AREA 10'-6" (EXIST) PT-1 GYP. BD. 004 ROOM FITTING 8'-11" (EXIST) PT-1 GYP. BD. 005 MENS SALES AREA 10'-6" (EXIST) PT-1 GYP. BD. 005 (HEADER) 8'-5" PT-1 GYP.BD. CORRIDOR EXIT 8'-11" (EXIST) PT-1 GYP. BD. 007 COLLECT CLICK & 8'-11" (EXIST) PT-1 GYP. BD. 006 (EXISTING HEADER) 8'-5" (EXIST) PT-1 GYP.BD. (EXISTING HEADER) 8'-5" (EXIST) PT-1 GYP.BD. MACHINE ROOM ELEVATOR 8'-9" (EXIST) - GYP. BD. 008 ELEVATOR - - - 009 5'-77 8"4'-25 8"4'-51 2"1'-91 4" 3' - 1 1 " 3' - 1 1 " 2' - 1 1 " 2 2 2 2 7 19 20 EQ.5'-0"5'-0"EQ. EQ . EQ . 5 22 23 14 1 1 1 1 1 21 6 A-720 7 7 7 8 2' - 7 " JG A-310 REFLECTED CEILING PLAN LOWER LEVEL 1. GC TO COORDINATE ALL NECESSARY WALL OR CEILING ACCESS PANELS WITH LAYOUT (USE INTEXFORMS ACCESS PANELS, RADIAL CORNERS, 'GRFG'). FURNISH ACCESS PANEL LAYOUT TO ARCHITECT AND ENGINEER FOR APPROVAL. REFER TO MEP SHEETS FOR MORE INFORMATION. CONFIRM LOCATIONS WITH LANDLORD'S REP. GC TO INCLUDE IN BID QTY. (50) MIN. 24"X24" CONCEALED TYPE IN GYP. BD. CEILINGS. 2. GC TO CLEAN ALL INSTALLED LIGHTING FIXTURES PRIOR TO TURN OVER AS REQUIRED. 3. REFER TO MEP SHEETS FOR FIRE PROTECTION DIRECTION. ALL FIRE PROTECTION SPRINKLER HEADS ARE TO BE PLACED AS TO NOT INTERFERE WITH LIGHTING, HVAC AND STORE FIXTURING COMPONENTS. 4. CEILING GRID IN BACK OF HOUSE SUPPORT OFFICES ARE TO BE HUNG WITH #12 HANGER WIRES (48" O.C.) WITH ADDITIONAL WIRES AT ALL FOUR CORNERS OF ALL LIGHT FIXTURES, DIFFUSERS, ETC. 5. ALL SUSPENDED COMPONENTS ARE TO BE SUSPENDED FROM TOP CHORD OF EXISTING JOISTS. DO NOT ATTACH SUSPENSION ATTACHMENTS FROM METAL ROOF DECKING (IN CONCRETE DECKING USE APPROVED CONCRETE FASTENERS) UNLESS APPROVED BY LANDLORD. 6. SUSPENDED ACOUSTICAL CEILING SYSTEM IS TO BE IN COMPLIANCE WITH THE APPLICABLE CODE AND ASTM C 635 AND ASTM C 636. 7. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO MILLWORK / FIXTURES / CASHWRAPS IN FIELD. 8. COORDINATE LIGHTING FIXTURE LOCATIONS AND DIFFUSER LOCATIONS WITH OTHER CEILING COMPONENTS WITH LIGHTING BEING THE DECIDING COMPONENT. 9. CONTRACTOR TO FURNISH COORDINATION DRAWING FOR ALL TRADES INCLUDING SPRINKLER, MECHANICAL, ELECTRICAL, FIRE ALARM, SECURITY, ACCESS PANEL & ETC. IN CEILING FOR ARCHITECT'S APPROVAL PRIOR TO CONSTRUCTION. UNCOORDINATED CONDITIONS THAT ARE CONTRARY TO THE DESIGN INTENT ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE. 10. IN THE CASE OF DISCREPANCY BETWEEN THE ARCHITECT'S AND/OR ENGINEER'S DRAWINGS, THE MORE STRINGENT, HIGHER QUANTITY, OR HIGHER QUALITY SHALL PREVAIL. ARCHITECT IS TO BE ADVISED OF ALL DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 11. ALL DIMENSIONS TO BE COORDINATED IN THE FIELD WITH H&M AND ARE SUBJECT TO EXISTING CONDITIONS DIMENSIONS MARKED AS EQUAL (EQ.) APPLY ONLY WITHIN A GIVEN STRING OF DIMENSIONS UNLESS OTHERWISE MARKED. 12. ALL SPEAKERS MUST BE FLUSH MOUNT AND FINISHED TO MATCH ADJACENT CEILING FINISH. GC TO COORDINATE WITH SPEAKER CONTRACTOR TO CENTER SPEAKERS BETWEEN LIGHT FIXTURES (ALONG STRAIGHT OR DIAGONAL LINE) AS SHOWN ON PLAN WHEREVER POSSIBLE. 13. ALL CONDUITS TO BE CONCEALED UNLESS OTHERWISE NOTED. LAYOUT FOR ANY EXPOSED ELECTRICAL CONDUIT TO BE APPROVED BY H&M IN FIELD PRIOR TO INSTALLATION. 14. ALL SPRINKLER HEADS TO BE FLUSH MOUNT WITH COVER PLATE AT ALL FINISHED CEILINGS, CENTERED ON LIGHT FIXTURES LAYOUT OR CEILING TILES AS APPLICABLE. 15. REFER TO FINISH FLOOR PLANS FOR FINISH NOTES. GC TO VERIFY ALL CEILING FINISHES WITH H&M PRIOR TO CONSTRUCTION. ALL CEILING ELEMENTS AND DEVICES (LIGHT FIXTURE HOUSINGS AND TRIMS, SPEAKERS, SPRINKLER CAPS, GRILLES, DIFFUSERS, ETC.) SHALL BE PRE-FINISHED OR BE PAINTED OR COLORED THE SAME COLOR AS THE ADJACENT CEILING PAINT. ALL PAINTING SHALL BE COMPLETED OFFSITE. GC TO COORDINATE WITH VENDORS AND SUBCONTRACTORS FOR CORRECT FINISHES AND LONG LEAD ITEMS. 16. ALL VERTICAL ELEMENTS OF SOFFITS TO BE PAINTED TO MATCH ADJACENT COPLANAR WALL PAINT. 17. SPRAY ANY VISIBLE AREA ABOVE GYP. BD. & ACT CEILING BLACK. 18. GC TO PLUG ALL LIGHT LEAKS IN DISPLAY WALLS/FIXTURES. 19. ALL TRIMLESS LIGHTS TO RECEIVE TEARAWAY BEAD. TRIMLESS LIGHTS TO HAVE SMOOTH, CLEAN EDGES AND ARE TO BE INSTALLED FLUSH WITH ADJACENT CEILING. 20. LIGHT GRID TAKES PRECEDENCE WHEN INSTALLING ALL CEILING ELEMENTS. IF ANY INTERFERENCES OCCUR BETWEEN LIGHT GRID, CEILING DIFFUSERS, SPEAKERS, ETC. THE LIGHT GRID SHALL NOT MOVE. GC SHALL NOTIFY ARCHITECT OF DISCREPANCY. ALL CEILING ELEMENTS TO ALIGN WITH GRID. 21. REFER TO LIGHTING FIXTURE SCHEDULE AND NOTES ON ELECTRICAL DRAWINGS FOR FIXTURE SUPPLY/INSTALLATION RESPONSIBILITIES AND EMERGENCY LIGHTING LOCATIONS. 22. ALL EXPOSED STRUCTURAL STEEL TO BE FIRE-PROOFED PER LOCAL CODES. GC TO REPAIR ALL EXISTING FIREPROOFING. 23. GC TO ASSUME CEILING TILES TO BE CENTERED IN ROOM IN BOTH DIRECTIONS, U.N.O. 24. GYP. BD. DROPPED CEILING HAS 16" X 16" STRUCTRUAL GRID. COORDINATE WITH RECESSED LIGHT FIXTURE LOCATIONS PER INDIVIDUAL AREAS. 25. GC TO FURNISH BLOCKING ABOVE CEILING OR ON THE WALL, AS REQUIRED, FOR ALL CEILING MOUNTED SPECIALTY LIGHTING FIXTURES AND SIGNS, UNLESS OTHERWISE NOTED. 26. ELECTRICIAN TO MARK ALL SWITCH, OUTLET, SPEAKER, CAMERA AND SECURITY LOCATIONS IN FIELD AND WALK THROUGH WITH H&M BEFORE INSTALLATION - ALL LOCATIONS ARE SUBJECT TO H&M APPROVAL. 27. TRACK AND CONNECTORS MUST BE PRE-FINISHED WITH COLOR TO MATCH CEILING. 31. REFER TO PORTAL DETAILS SHEETS FOR PORTAL HEIGHTS. 32. GC TO FURNISH TEAR AWAY BEAD AT ALL TRIMLESS FIXTURES. GENERAL CEILING NOTES NORTH REFLECTED CEILING PLAN - LOWER LEVEL 1 SCALE: 1/8" = 1'-0" REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOTE: 1. SEE LIGHTING SCHEDULE FOR LIGHTING LEGEND. 2. G.C. TO FURNISH BLOCKING ABOVE CEILING OR ON WALL, AS REQUIRED, FOR ALL CEILING / WALL MOUNTED SPECIALTY LIGHTING FIXTURES & SIGNS, U.O.N. SYM.DESCRIPTION ACOUSTIC CEILING TILE AND GRID; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO. GYP. BD. CEILING; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO. HATCHED AREA DENOTES FRAMED HEADER; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO. CEILING TAG CEILING SECTION/DETAIL TAG - SEE CEILING DETAILS SHEET REFLECTED CEILING PLAN TAG NOTE X X X CEILING SYMBOL LEGEND CLG. HT. TYPE FINISH NO.DESCRIPTION TENANT LEASE LINE. PROJECT TEAM TO VERIFY IN FIELD. EXISTING TRACK, TRACK LIGHTING AND LIGHT FIXTURES TO REMAIN U.N.O. HATCHED LIGHT INDICATES EMERGENCY FUNCTION. NL TO INDICATE NIGHT-LIGHT FUNCTION. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION. CONCEALED EMERGENCY LIGHT HOUSING. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION. NEW INTERNALLY ILLUMINATED STOREFRONT SIGN BY SIGN VENDOR. G.C. TO COORDINATE WITH STOREFRONT SHTS AND SIGN SHOP DRAWINGS FOR PROPER MOUNTING IF PENDANT HUNG FROM CEILING/SOFFIT ABOVE, FLUSH OR RECESSED 'PUSH-THRU'. G.C. TO FURNISH POWER AND BLOCKING PRIOR TO VENDOR INSTALLATION. REFER TO STOREFRONT SHTS. AND SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION. NEW SURFACE MOUNTED TRACK AND TRACK LIGHT FIXTURES. 1 2 3 4 5 6 LOCATION OF RELOCATED POT LIGHTS. G.C. TO PROVIDE GYPSUM WALL BOARD CAP TO COVER VOID SPACES. HEIGHT TO MATCH ADJACENT FITTING ROOM CABINS. PROVIDE ADEQUATE BLOCKING FOR INSTALLATION AS REQUIRED. LIGHT BOX FIXTURE SURFACE MOUNTED ON WALL FURNISHED BY H&M AND INSTALLED BY G.C. SEE BOH SHTS. FOR LOCATIONS. G.C. TO FURNISH AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL FURNISH AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS, AND CONSTRUCTION INFORMATION." FOR MORE INFORMATION. FREE-STANDING LIGHTBOX AND/OR LOGO WALL FIXTURE FURNISHED BY H&M & INSTALLED BY G.C.; FURNISH & INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHTBOX & ASSOCIATED SIGNAGE. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER & H&M-FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS & CONSTRUCTION INFORMATION.". ILLUMINATED NAVIGATION SIGN BY H&M, (CENTERED ABOVE PORTAL OPENING OR CEILING MOUNTED - WHERE APPLICABLE). INSTALLED BY E.C. G.C. TO PROVIDE POWER AND BLOCKING. REFER TO DETAIL ON A-551 & SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION. LED STORE GUIDE SURFACE MTD. ON WALL PROVIDED BY H&M AND INSTALLED BY G.C. G.C. TO PROVIDE AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL SUPPLY AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR STORE GUIDE. COORDINATE HEIGHT OF J-BOX WITH STORE GUIDE SPECIFICATIONS. REFER TO SHT. A-551, 'E' DRAWINGS, H&M PROJECT MANAGER, AND H&M PROVIDED "IPS DRAWINGS, CATALOGUES, AND CONSTRUCTION INFO." FOR MORE INFO. 7 8 9 10 11 12 LIGHT COVE, AT POSTER WINDOWS ONLY. REFER TO RCP & STOREFRONT SECTION SHTS. FOR MORE INFO. NEW EXIT SIGN, REFER TO ELECTRICAL DRAWINGS. NEW SUSPENDED "H&M" SIGNAGE. EXISTING PERIMETER LIGHT COVE. G.C. TO COORDINATE SIZE AND LOCATION WHERE ACCESS PANELS ARE REQUIRED. NOTIFY ARCHITECT, AND CONFIRM FINAL QUANTITY AND LOCATIONS OF ALL ACCESS PANELS SHOWN ON SITE. MANUFACTURER: ACUDOR OR EQUAL. CONTACT: BARBARA CURRAW ACUDOR PRODUCTS INC. 80 LITTLE FALLS RD. FAIRFIELD, NJ 07004 973-575-5120 BCURRAW@ACUDOR.COM EXISTING DROPPED CEILING TO BE PAINTED P-1. HATCH INDICATES NEW GYPSUM BOARD BULKHEAD. HATCH INDICATES AREA OF NEW GYPSUM BOARD CEILING TO ALIGN WITH ADJACENT CEILING, G.C. TO ENSURE FLUSH TRANSITION WITH NO VISIBLE SEAMS. G.C. TO PROVIDE BLOCKING IN CEILING FOR FLOOR TO CEILING SCREEN DIVIDER. REFER TO DETAIL 15/A-720. LINE OF EXISTING SMOKE BAFFLE, G.C. TO PROTECT DURING CONSTRUCTION. EXISTING OVERHEAD ROLLING GRILLE, G.C. TO ENSURE GOOD WORKING ORDER. 13 14 15 16 17 18 19 20 21 22 23 REFLECTED CEILING KEY NOTES NOT USED NOT USED NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 2 05.18.23 REVISION TO PERMIT WINDOW 1 DISPLAY 11'-9 3/4" (EXIST) PT-1 GYP. BD. 101 WINDOW 2 DISPLAY 11'-9 3/4" (EXIST) PT-1 GYP. BD. 102 AREA (WOMEN'S) SALES 10'-5" (EXIST) PT-1 GYP. BD. 104 ROOM #2 FITTING 9'-0" (EXIST) PT-1 GYP. BD. 105 ROOM STOCK EXIST. - OPEN 106 WINDOW 3 DISPLAY 11'-9 3/4" (EXIST) PT-1 GYP. BD. 103 (DROPPED CEILING) 9'-6" AFF (EXIST.) PT-1 GYP.BD. (ENTRY SOFFIT) 11'-9 3/4" (EXIST) PT-1 GYP.BD. ROOM STAFF 9'-0" (EXIST) - A.C.T. 117 WASHROOM MEN'S 9'-0" (EXIST) EXIST. GYP. 107 ROOM LAN EXIST. - OPEN 115 ADMIN 9'-0" (EXIST) - A.C.T. 114 WASHROOM WOMEN'S 9'-0" (EXIST) EXIST. GYP. 108 (HEADER) ±8'-6" PT-1 GYP.BD. ROOM ELECTRICAL EXIST. - OPEN 113 ROOM SECURITY 9'-0" (EXIST) - A.C.T. 112 HALLWAY 9'-1" (EXIST) - A.C.T. 109 ROOM VISUAL 9'-0" (EXIST) - A.C.T. 110 ROOM JANITOR'S 9'-0" (EXIST) - A.C.T. 111 ROOM MEETING 9'-0" (EXIST) - A.C.T. 116 (HEADER) ±8'-6" (EXIST) PT-1 GYP. BD. (HEADER) ±8'-6" PT-1 GYP.BD. TIME CLOCK (HEADER) ±8'-6" PT-1 GYP.BD. AREA (WOMEN'S) SALES 10'-5" (EXIST) PT-1 GYP. BD. 104 1 1 1 1 1 1 1 1 5 1010 14 14 19 19 19 23 20 2 2 2 2 2 2 2 2 22 2 2 22 19 21 22 5 A-720 5 A-720 5 A-720 LF A-320 REFLECTED CEILING PLAN UPPER LEVEL 1. GC TO COORDINATE ALL NECESSARY WALL OR CEILING ACCESS PANELS WITH LAYOUT (USE INTEXFORMS ACCESS PANELS, RADIAL CORNERS, 'GRFG'). FURNISH ACCESS PANEL LAYOUT TO ARCHITECT AND ENGINEER FOR APPROVAL. REFER TO MEP SHEETS FOR MORE INFORMATION. CONFIRM LOCATIONS WITH LANDLORD'S REP. GC TO INCLUDE IN BID QTY. (50) MIN. 24"X24" CONCEALED TYPE IN GYP. BD. CEILINGS. 2. GC TO CLEAN ALL INSTALLED LIGHTING FIXTURES PRIOR TO TURN OVER AS REQUIRED. 3. REFER TO MEP SHEETS FOR FIRE PROTECTION DIRECTION. ALL FIRE PROTECTION SPRINKLER HEADS ARE TO BE PLACED AS TO NOT INTERFERE WITH LIGHTING, HVAC AND STORE FIXTURING COMPONENTS. 4. CEILING GRID IN BACK OF HOUSE SUPPORT OFFICES ARE TO BE HUNG WITH #12 HANGER WIRES (48" O.C.) WITH ADDITIONAL WIRES AT ALL FOUR CORNERS OF ALL LIGHT FIXTURES, DIFFUSERS, ETC. 5. ALL SUSPENDED COMPONENTS ARE TO BE SUSPENDED FROM TOP CHORD OF EXISTING JOISTS. DO NOT ATTACH SUSPENSION ATTACHMENTS FROM METAL ROOF DECKING (IN CONCRETE DECKING USE APPROVED CONCRETE FASTENERS) UNLESS APPROVED BY LANDLORD. 6. SUSPENDED ACOUSTICAL CEILING SYSTEM IS TO BE IN COMPLIANCE WITH THE APPLICABLE CODE AND ASTM C 635 AND ASTM C 636. 7. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO MILLWORK / FIXTURES / CASHWRAPS IN FIELD. 8. COORDINATE LIGHTING FIXTURE LOCATIONS AND DIFFUSER LOCATIONS WITH OTHER CEILING COMPONENTS WITH LIGHTING BEING THE DECIDING COMPONENT. 9. CONTRACTOR TO FURNISH COORDINATION DRAWING FOR ALL TRADES INCLUDING SPRINKLER, MECHANICAL, ELECTRICAL, FIRE ALARM, SECURITY, ACCESS PANEL & ETC. IN CEILING FOR ARCHITECT'S APPROVAL PRIOR TO CONSTRUCTION. UNCOORDINATED CONDITIONS THAT ARE CONTRARY TO THE DESIGN INTENT ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE. 10. IN THE CASE OF DISCREPANCY BETWEEN THE ARCHITECT'S AND/OR ENGINEER'S DRAWINGS, THE MORE STRINGENT, HIGHER QUANTITY, OR HIGHER QUALITY SHALL PREVAIL. ARCHITECT IS TO BE ADVISED OF ALL DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 11. ALL DIMENSIONS TO BE COORDINATED IN THE FIELD WITH H&M AND ARE SUBJECT TO EXISTING CONDITIONS DIMENSIONS MARKED AS EQUAL (EQ.) APPLY ONLY WITHIN A GIVEN STRING OF DIMENSIONS UNLESS OTHERWISE MARKED. 12. ALL SPEAKERS MUST BE FLUSH MOUNT AND FINISHED TO MATCH ADJACENT CEILING FINISH. GC TO COORDINATE WITH SPEAKER CONTRACTOR TO CENTER SPEAKERS BETWEEN LIGHT FIXTURES (ALONG STRAIGHT OR DIAGONAL LINE) AS SHOWN ON PLAN WHEREVER POSSIBLE. 13. ALL CONDUITS TO BE CONCEALED UNLESS OTHERWISE NOTED. LAYOUT FOR ANY EXPOSED ELECTRICAL CONDUIT TO BE APPROVED BY H&M IN FIELD PRIOR TO INSTALLATION. 14. ALL SPRINKLER HEADS TO BE FLUSH MOUNT WITH COVER PLATE AT ALL FINISHED CEILINGS, CENTERED ON LIGHT FIXTURES LAYOUT OR CEILING TILES AS APPLICABLE. 15. REFER TO FINISH FLOOR PLANS FOR FINISH NOTES. GC TO VERIFY ALL CEILING FINISHES WITH H&M PRIOR TO CONSTRUCTION. ALL CEILING ELEMENTS AND DEVICES (LIGHT FIXTURE HOUSINGS AND TRIMS, SPEAKERS, SPRINKLER CAPS, GRILLES, DIFFUSERS, ETC.) SHALL BE PRE-FINISHED OR BE PAINTED OR COLORED THE SAME COLOR AS THE ADJACENT CEILING PAINT. ALL PAINTING SHALL BE COMPLETED OFFSITE. GC TO COORDINATE WITH VENDORS AND SUBCONTRACTORS FOR CORRECT FINISHES AND LONG LEAD ITEMS. 16. ALL VERTICAL ELEMENTS OF SOFFITS TO BE PAINTED TO MATCH ADJACENT COPLANAR WALL PAINT. 17. SPRAY ANY VISIBLE AREA ABOVE GYP. BD. & ACT CEILING BLACK. 18. GC TO PLUG ALL LIGHT LEAKS IN DISPLAY WALLS/FIXTURES. 19. ALL TRIMLESS LIGHTS TO RECEIVE TEARAWAY BEAD. TRIMLESS LIGHTS TO HAVE SMOOTH, CLEAN EDGES AND ARE TO BE INSTALLED FLUSH WITH ADJACENT CEILING. 20. LIGHT GRID TAKES PRECEDENCE WHEN INSTALLING ALL CEILING ELEMENTS. IF ANY INTERFERENCES OCCUR BETWEEN LIGHT GRID, CEILING DIFFUSERS, SPEAKERS, ETC. THE LIGHT GRID SHALL NOT MOVE. GC SHALL NOTIFY ARCHITECT OF DISCREPANCY. ALL CEILING ELEMENTS TO ALIGN WITH GRID. 21. REFER TO LIGHTING FIXTURE SCHEDULE AND NOTES ON ELECTRICAL DRAWINGS FOR FIXTURE SUPPLY/INSTALLATION RESPONSIBILITIES AND EMERGENCY LIGHTING LOCATIONS. 22. ALL EXPOSED STRUCTURAL STEEL TO BE FIRE-PROOFED PER LOCAL CODES. GC TO REPAIR ALL EXISTING FIREPROOFING. 23. GC TO ASSUME CEILING TILES TO BE CENTERED IN ROOM IN BOTH DIRECTIONS, U.N.O. 24. GYP. BD. DROPPED CEILING HAS 16" X 16" STRUCTRUAL GRID. COORDINATE WITH RECESSED LIGHT FIXTURE LOCATIONS PER INDIVIDUAL AREAS. 25. GC TO FURNISH BLOCKING ABOVE CEILING OR ON THE WALL, AS REQUIRED, FOR ALL CEILING MOUNTED SPECIALTY LIGHTING FIXTURES AND SIGNS, UNLESS OTHERWISE NOTED. 26. ELECTRICIAN TO MARK ALL SWITCH, OUTLET, SPEAKER, CAMERA AND SECURITY LOCATIONS IN FIELD AND WALK THROUGH WITH H&M BEFORE INSTALLATION - ALL LOCATIONS ARE SUBJECT TO H&M APPROVAL. 27. TRACK AND CONNECTORS MUST BE PRE-FINISHED WITH COLOR TO MATCH CEILING. 31. REFER TO PORTAL DETAILS SHEETS FOR PORTAL HEIGHTS. 32. GC TO FURNISH TEAR AWAY BEAD AT ALL TRIMLESS FIXTURES. GENERAL CEILING NOTES NORTH REFLECTED CEILING PLAN - UPPER LEVEL 1 SCALE: 1/8" = 1'-0" REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOTE: 1. SEE LIGHTING SCHEDULE FOR LIGHTING LEGEND. 2. G.C. TO FURNISH BLOCKING ABOVE CEILING OR ON WALL, AS REQUIRED, FOR ALL CEILING / WALL MOUNTED SPECIALTY LIGHTING FIXTURES & SIGNS, U.O.N. SYM.DESCRIPTION ACOUSTIC CEILING TILE AND GRID; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO. GYP. BD. CEILING; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO. HATCHED AREA DENOTES FRAMED HEADER; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO. CEILING TAG CEILING SECTION/DETAIL TAG - SEE CEILING DETAILS SHEET REFLECTED CEILING PLAN TAG NOTE X X X CEILING SYMBOL LEGEND CLG. HT. TYPE FINISH NO.DESCRIPTION TENANT LEASE LINE. PROJECT TEAM TO VERIFY IN FIELD. EXISTING TRACK, TRACK LIGHTING AND LIGHT FIXTURES TO REMAIN U.N.O. HATCHED LIGHT INDICATES EMERGENCY FUNCTION. NL TO INDICATE NIGHT-LIGHT FUNCTION. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION. CONCEALED EMERGENCY LIGHT HOUSING. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION. NEW INTERNALLY ILLUMINATED STOREFRONT SIGN BY SIGN VENDOR. G.C. TO COORDINATE WITH STOREFRONT SHTS AND SIGN SHOP DRAWINGS FOR PROPER MOUNTING IF PENDANT HUNG FROM CEILING/SOFFIT ABOVE, FLUSH OR RECESSED 'PUSH-THRU'. G.C. TO FURNISH POWER AND BLOCKING PRIOR TO VENDOR INSTALLATION. REFER TO STOREFRONT SHTS. AND SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION. NEW SURFACE MOUNTED TRACK AND TRACK LIGHT FIXTURES. 1 2 3 4 5 6 LOCATION OF RELOCATED POT LIGHTS. LIGHT BOX FIXTURE RECESSED MOUNTED ON WALL PROVIDED BY H&M AND INSTALLED BY G.C., CENTERED BEHIND CASHPOINTS ABOVE CASHWRAP ON STOREFRONT FACADE OR INTERIOR PARTITION (SEE PLAN FOR EXACT LOCATIONS). SEE SIGNAGE DETAIL SHT. FOR MORE INFORMATION. G.C. TO PROVIDE AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL SUPPLY AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M PROVIDED "IPS DRAWINGS, CATALOGUES, AND CONSTRUCTION INFORMATION." FOR MORE INFORMATION. LIGHT BOX FIXTURE SURFACE MOUNTED ON WALL FURNISHED BY H&M AND INSTALLED BY G.C. SEE BOH SHTS. FOR LOCATIONS. G.C. TO FURNISH AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL FURNISH AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS, AND CONSTRUCTION INFORMATION." FOR MORE INFORMATION. FREE-STANDING LIGHTBOX AND/OR LOGO WALL FIXTURE FURNISHED BY H&M & INSTALLED BY G.C.; FURNISH & INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHTBOX & ASSOCIATED SIGNAGE. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER & H&M-FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS & CONSTRUCTION INFORMATION.". ILLUMINATED NAVIGATION SIGN BY H&M, (CENTERED ABOVE PORTAL OPENING OR CEILING MOUNTED - WHERE APPLICABLE). INSTALLED BY E.C. G.C. TO PROVIDE POWER AND BLOCKING. REFER TO DETAIL ON A-551 & SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION. LED STORE GUIDE SURFACE MTD. ON WALL PROVIDED BY H&M AND INSTALLED BY G.C. G.C. TO PROVIDE AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL SUPPLY AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR STORE GUIDE. COORDINATE HEIGHT OF J-BOX WITH STORE GUIDE SPECIFICATIONS. REFER TO SHT. A-551, 'E' DRAWINGS, H&M PROJECT MANAGER, AND H&M PROVIDED "IPS DRAWINGS, CATALOGUES, AND CONSTRUCTION INFO." FOR MORE INFO. 7 8 9 10 11 12 LIGHT COVE, AT POSTER WINDOWS ONLY. REFER TO RCP & STOREFRONT SECTION SHTS. FOR MORE INFO. RELOCATED EXIT SIGN, REFER TO ELECTRICAL DRAWINGS. NEW SUSPENDED "H&M" SIGNAGE. EXISTING PERIMETER LIGHT COVE. G.C. TO COORDINATE SIZE AND LOCATION WHERE ACCESS PANELS ARE REQUIRED. NOTIFY ARCHITECT, AND CONFIRM FINAL QUANTITY AND LOCATIONS OF ALL ACCESS PANELS SHOWN ON SITE. MANUFACTURER: ACUDOR OR EQUAL. CONTACT: BARBARA CURRAW ACUDOR PRODUCTS INC. 80 LITTLE FALLS RD. FAIRFIELD, NJ 07004 973-575-5120 BCURRAW@ACUDOR.COM EXISTING DROPPED CEILING TO BE PAINTED P-1. HATCH INDICATES NEW GYPSUM BOARD BULKHEAD. HEIGHT TO ALIGN W/ EXISTING ADJACENT BULKHEAD. HATCH INDICATES AREA OF NEW GYPSUM BOARD CEILING TO ALIGN WITH ADJACENT CEILING, G.C. TO ENSURE FLUSH TRANSITION WITH NO VISIBLE SEAMS. G.C. TO PROVIDE BLOCKING IN CEILING AS REQUIRED FOR FLOOR TO CEILING SCREEN DIVIDER. REFER TO DETAIL 15/A-720 G.C. TO PROVIDE BLOCKING IN CEILING AS REQUIRED FOR CURTAIN TRACK. REFER TO 15/A-720. EXISTING OVERHEAD ROLLING GRILLE, G.C. TO ENSURE GOOD WORKING ORDER. 13 14 15 16 17 18 19 20 21 22 23 REFLECTED CEILING KEY NOTES NOT USED NOT USED NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS UP 30R WW WWWW WW W W HM SPACE000HM SPACE000 WINDOW 1 DISPLAY 001 WINDOW 2 DISPLAY 002 DIVIDED SALES AREA 003 KIDS SALES AREA 004 ROOM FITTING 005 MENS SALES AREA 005 CORRIDOR EXIT 007 COLLECT CLICK & 006 MACHINE ROOM ELEVATOR 008 ELEVATOR 009 F F 5' - 3 3 8" 9' - 8 1 2" 4' - 7 1 4" 3'-81 2"3'-8"3'-8"3'-91 2"4'-41 2"4'-15 8"4'-31 4"4'-538"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8" 3' - 8 " 3' - 8 " 6' - 0 1 2" 3' - 8 " 3' - 8 " 6'-1178"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"7'-112"3'-8"3'-8"3'-8"3'-1078"6'-01 8" 4' - 0 5 8" 3' - 8 " 5'-3" 5' - 5 " 3' - 8 3 8" 4' - 0 34" 4'-1134"3'-8"3'-8"5'-11 8"4'-312"3'-10"4'-1"3'-912"6'-103 8"4'-0" 3' - 8 " 3' - 8 " 3' - 8 1 8" 3' - 8 " 3' - 8 " 3' - 8 " 4'-0"4'-83 8" 3' - 8 " 3'-8" 3'-8 " 3'-8" JG A-410 FIXTURE PLAN LOWER LEVEL FIXTURE PLAN - LOWER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH FIXTURE MIRROR LOCATION SHOWN ARE NOT NECESSARILY INDICATIVE OF FINAL LOCATIONS. G.C. SHALL COORDINATE WITH H&M REP. PRIOR TO INSTALLATION OF COLUMN MIRRORS. COORDINATE LOCATION OF FIRE ALARM HORNS, STROBES, PULL STATIONS, ETC. MIRROR LOCATIONS SHOULD BE TAKEN INTO CONSIDERATION BEFORE MOUNTING DEVICES. COORDINATE FINAL LOCATIONS WITH H&M ON-SITE PROJECT MANAGER. THE DEVICES SHOULD NOT BE PLACED ON THE SAME FACE AS FIXTURE MIRROR. G.C. TO COORDINATE AND ALERT OWNER/ARCHITECT WHERE THESE CONFLICTS OCCUR PRIOR TO PLACEMENT OR INSTALLATION. IF PLACEMENT IS DIRECTED BY LOCAL GOVERNING JURISDICTION, G.C. SHALL NOTIFY H&M OF CONFLICT. 1. REFER TO SHEET A-421 FOR FIXTURE SCHEDULE 2. REFER TO FIXTURE SCHEDULE FOR SALES AREA FIXTURES ASSEMBLED BY G.C. 3. BOH FURNITURE TO BE ASSEMBLED & INSTALLED BY G.C. 4. G.C. TO PROVIDE AND INSTALL 6" FLAT METAL PLATE CORNER BRACE AT THE UNDERSIDE OF EACH CORNER OR EQUALLY AROUND CIRCUMFERENCE OF ALL RUGS. ATTACH WITH HEAVY DUTY DUCT TAPE. 5. ALL FREE-STANDING SALES AREA , NON-MOBILE FIXTURES OVER 5'-9" TALL TO BE FIXED TO FLOOR. NOT INCLUDING FREESTANDING MIRRORS, FREESTANDING STORE GUIDES AND A-AREA BACKDROPS 6. REFER TO SHT. A-702 FOR WALL PANEL J-MOLD DETAIL AND OTHER FIXTURE DETAILS. 7. CURTAINS SHOULD BE HEMMED TO 50MM // 2 INCHES ABOVE FINISH FLOOR. ALL CEILING HEIGHTS + CURTAIN LENGTHS SHOULD BE VERIFIED PRIOR. AFTER COMPLETION + ONCE HUNG ON THE TRACK, CURTAINS SHOULD BE TIED UP OFF OF THE FLOOR SO THAT THEY DO NOT GET DIRTY OR DAMAGED PRIOR TO TURNOVER OF THE SPACE. 8. PLANT POT PINE BARK OR EQUIVALENT BY G.C. FIXTURE MIRROR GENERAL NOTE GENERAL NOTE 1. THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY. ALL FIXTURES WILL BE SUPPLIED BY H&M AND INSTALLED BY GENERAL CONTRACTOR. G.C. TO COORDINATE LOCATION OF REQUIRED BLOCKING FOR HOOKS, WALL FIXTURES, ETC. WITH OWNER PROVIDED FIXTURE/MILLWORK SHOP DRAWINGS. ALL BLOCKING TO BE FRT. MAINTAIN A MIN OF 36" AROUND FLOOR FIXTURES AND 44" AT PERIMETER/FLOOR FIXTURES DURING FINAL INSTALL. COORDINATE EXACT FIXTURES AND LOCATIONS WITH H&M FIELD REP. REFER TO H&M PROVIDED H&M'S PROVIDED "IPS DRAWINGS, CATALOGUES, AND CONSTRUCTION INFORMATION" FOR FIXTURE TYPES AND MORE INFORMATION. 2. VERIFY ALL DIMENSIONS OF MILLWORK, FIXTURES, AND FITTING ROOM FIXTURES AND DOORS WITH H&M PRIOR TO LAYOUT. 3. G.C. IS RESPONSIBLE FOR COORDINATING, RECEIVING, AND UNLOADING ALL H&M SUPPLIED FIXTURES. G.C. TO TAKE INVENTORY OF SHIPMENT & REPORT ANY DISCREPANCY & MISSING, DAMAGE ITEM WITH IN 48 HOUR OF DELIVERY, OTHERWISE G.C. WILL BE CHARGED FOR MISSING DAMAGED ITEMS. 4. G.C. IS RESPONSIBLE FOR DISPOSAL OF ALL ASSOCIATED WRAPPING, CRATING AND REFUSE FROM H&M FIXTURES. 5. ALL WORK TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL BY-LAWS AND CODE REQUIREMENTS. 6. G.C. IS RESPONSIBLE FOR PROVIDING ALL BRACING/BLOCKING REQUIRED BY CODE AND STRUCTURAL NECESSITY FOR ALL FIXTURES AFFIXED TO WALLS AND CEILINGS. G.C. TO COORDINATE WITH H&M. 7. G.C. TO COORDINATE ELECTRICAL REQUIREMENTS OF MILLWORK FIXTURES. COORDINATE FIXTURE LAYOUT WITH MEP. ANY FLOOR MOUNTED ELEC. BOX TO BE FLUSH MOUNTED. 8. G.C. TO INSTALL PVC PIPE DRAWING TUBE IN ELECTRICAL ROOM. REFER TO SHT. A-702. FOR MORE INFORMATION AND H & M ON SITE PROJECT MANAGER FOR EXACT LOCATION. 9. G.C. TO PROVIDE ELECTRICAL POWER AND FINAL HOOK-UPS FOR ALL STORE FIXTURES WHICH CONTAIN ELECTRICAL ELEMENTS/LIGHTING. G.C. TO COORDINATE W/SHOP DRAWINGS TO BE PROVIDED BY OWNER. THE FIXTURE CONTRACTOR IS RESPONSIBLE FOR ALL U.L. LISTING OF ALL FIXTURES REQUIRING ELECTRICAL. SEE FIXTURE AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. 10. FITTING ROOM CURTAINS AND CURTAIN RODS FURNISHED BY TENANT AND INSTALLED BY G.C. G.C. TO PROVIDE FRT. BLOCKING AS REQUIRED. REFER TO SHEETS A-730 AND H&M'S PROVIDED "IPS DRAWINGS, CATALOGUES, AND CONSTRUCTION INFORMATION" FOR FIXTURE TYPES AND MORE INFORMATION. 11. G.C. SHALL INSTALL FLOOR FIXTURES AND CASHWRAP PER DRAWINGS. COORDINATE FINAL FLOOR FIXTURE PLACEMENT WITH H&M REP AND LOCAL CODES. EGRESS PATH MUST BE MAINTAINED. 12. G.C. TO FURNISH AND INSTALL FELT FABRIC TO UNDERSIDE OF FREESTANDING LIGHTBOX STAND. 13. FLAME SPREAD AND SMOKE DEVELOPMENT RATING FOR ALL FINISH MATERIALS TO COMPLY WITH INTERNATIONAL BUILDING CODE AND ALL APPLICABLE CODES FIXTURE PLAN NOTES G.C. TO PROVIDE MDF. BD. FOR MAGNETIC COMMUNICATION BOARDS AT CASHWRAPS AND LEANING MIRRORS. REFER TO SHT. A-702 FOR MORE INFO. LEANING MIRROR & COMMUNICATION BOARDS ·G.C. TO FURNISH AND INSTALL ALL SCREWS AND FIXINGS REQUIRED TO INSTALL CURTAIN TRACK, TYP. ·G.C. TO PROVIDE BLOCKING AS REQUIRED. ·G.C. TO CUT CURTAIN TRACKS ON-SITE, AS REQUIRED. ·AT ROOM DIVIDERS, G.C. TO PROVIDE AND INSTALL METAL TUBES. SEE CEILING DETAILS SHEET FOR MORE INFO. ·BOTTOM OF CURTAINS TO BE HEMMED TO SIT 2" ABOVE FINISHED FLOOR, BY G.C., TYP. ·FACE OF CURTAIN TRACK FACE TOWARD: ··STOREFRONT GLAZING AT STOREFRONT WINDOWS ··SALES AREA (WHEN AGAINST A WALL) ··FRONT OF STORE OR PORTAL AT ROOM DIVIDERS CURTAIN TRACK & CURTAIN NOTES REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 02.13.23 REVISED PER CITY COMMENTS 30 " x 6 0 " 30 " x 6 0 " PLASTIC PAPER TRASH BA R W I T H H I G H S T O O L S & O U T L E T S 50" TV 30 " x 6 0 " DECO TABLE & SHELVING: REUSE EXISTING TABLE AND SHELVES FROM THE OLD DECO ROOM. C6 3 0 3 E 1 C6 3 0 3 E 1 C6303E1 C6 3 0 3 E 1 C6 3 0 3 E 1 C6 3 0 3 E 1 C6 3 0 3 E 1 C6 3 0 3 E 1 C6 3 0 3 E 1 F PROCESSING TABLE ADJUSTABLE HEIGHT. ELECTRICITY REQUIRED IN FLOOR. Art.NO 102043-01 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER3-TIERLOCKER WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 AREA (WOMEN'S) SALES 104 ROOM #2 FITTING 105 ROOM STOCK 106 WINDOW 3 DISPLAY 103 ROOM STAFF 117 WASHROOM MEN'S 107 ROOM LAN 115 ADMIN 114 WASHROOM WOMEN'S 108 MICROWAVEWATERCOOLER ROOM ELECTRICAL 113 ROOM SECURITY 112 HALLWAY 109 ROOM VISUAL 110 ROOM JANITOR'S 111 ROOM MEETING 116 W W W W W W W WW W W W W W W W RELOCATEDVENDINGMACHINE RELOCATEDVENDINGMACHINE F F 6'-93 8"3'-8"10'-13 4" 4' - 4 " 5'-103 8"3'-8"4'-11 4"3'-113 4"3'-91 8" 3' - 8 5 8" 3' - 8 " 4' - 8 1 8" 4'-4 5 8" 4'-107 8"3'-11"4'-63 8"3'-8"3'-83 8"3'-81 8"3'-81 8"3'-8"3'-8"3'-8"3'-8"3'-81 8"3'-8"3'-8" 7' - 1 3 4" 4' - 3 1 8" 4' - 1 34"3' - 8 " 3' - 8 " 4' - 4 3 4" 4' - 4 " 3'-87 8"3'-8"7'-61 2" 3'-8" 6'-9"3'-8"3'-8"3'-8" 3' - 8 " 4'-13 8"4'-07 8"3'-8"3'-8"3'-8"3'-8" 3'-113 8" 3' - 8 " 3' - 8 " 3' - 8 " 6' - 4 14" 5' - 7 1 4" 3'- 8 " 3' - 8 " 3'-8" 3'-87 8"4'-11 4" 3'-8" 4' - 5 1 8" LF A-420 FIXTURE PLAN UPPER LEVEL FIXTURE PLAN - UPPER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH NOTE: REFER TO SHT. A-410 FOR FIXTURE PLAN NOTES AND GENERAL NOTES. REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 02.13.23 REVISED PER CITY COMMENTS LF A-421 FIXTURE SCHEDULE REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION FREE STANDING FIXTURE LEGEND SYMBOL FIXTURE WIDTH/HEIGHT GLOBAL ARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPS QTY. 100437-01 101370-02 101717-01 101769-01 104225-01 104217-01 106426-01 106427-01 107273-01 107297-01 107460-01 107463-01 107477-01 107480-01 122834-01 +/- 450mm/ +/- 1800mm 135064-05 MIRROR,FREESTANDING,OVAL,BLK.GR 201920-01 201921-01 MQN,FEMALE,IV,MT,FEATHEAD:BASE BRSS +/- 775mm/ +/- 1200mm 271937-01 S.STAND,W775,H1200-1900,BLK.GR/BRSS 271937-04 282023-07 282024-09 VOILE, 1 pcs, H:4500 282026-01 282221-09 VOILE, 1 pcs, H:2800 295447-02 297550-02 QUEUE DIVIDER,W.ROPE,L1500,BLK.GR 300594-01 301774-02 T-STAND F.SHOPPING BAGS,BLK.GR 307516-01 VITRINE CABINET,LARGE,BLK.GR 307886-01 VITRINE CABINET,SMALL,BLK.GR 309446-01 PLANT SHELF ROUND, F.PILLAR. DIA600-88000,2 2-LEVEK, CR,WHITE +/- 1600mm/ +/- 50mm 310754-01 POSTER CHANNEL,1600,BL.GREY +/- 800mm/ +/- 50mm 310763-01 POSTER CHANNEL,800,BL.GREY +/- 950mm/ +/- 1800mm 311001-01 S.STAND,1-SEC,H1800,W950,BEIGE +/- 1990mm/ +/- 700mm 311289-02 TABLE,1990x890x700,WH.CLAYST.MEL DIA:+/- 1200mm/ +/- 665mm 311583-01 PRODUCT TABLE,ROUND,DIA1200,H665, WH.VENEER 311644-01 DEPT.BASKET,METAL/WO/AC,CREAM WH +/- 625mm/ +/- 1600mm 311862-01 S.STAND 1-SEC,H1600,W625,BEIGE +/- 750mm/ +/- 1800mm 311901-01 S.STAND,1-SEC,H1800,W625,BEIGE +/- 1125mm/ +/- 500mm 312214-01 COURTYARD TABLE,700X1125X500,PLYWO,CR.WH DIA:+/- 650mm/+/-500m m 312245-01 ROUND TABLE,DIA650,H500,BRSS +/- 470mm/ +/- 875mm 312266-01 BASKET,ROUND,DIA470,H875,DR.WH +/- 594mm/ +/- 705mm 312333-01 BASKET,ROUND,DIA420,H705,DR.WH 312761-01 +/- 950mm/ +/- 750mm 314201-02 SQUARE TABLE,950x950x750,WH.CLAYST.MEL DIA:+/- 650mm/ +/- 600mm 314322-02 FASHION TABLE,CYL.BASE,DIA650,H600, WH.CLAYSTONE MEL/CRWH.MET 315332-01 316474-01 CASHPOINT,2-SEC,S.BEIGE/WH 316482-01 CASHPOINT,6-SEC,S.BEIGE/WH DIA:+/- 400mm/ +/- 280mm 316818-01 MNQ PODIUM,DIA400,H280,WH.VENEER DIA:+/- 400mm/ +/- 430mm 316834-01 MNQ PODIUM,DIA400,H430,WH.VENEER 316949-01 +/- 1340mm/ +/- 1450mm 317736-01 F.STAND,2-SEC,CR.WH W L FF F FREE STANDING FIXTURE LEGEND, CONT. SYMBOL FIXTURE WIDTH/HEIGHT GLOBAL ARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPS QTY. +/- 1590mm/ +/- 435mm 317766-01 TABLE BENCH,1590x550x435,WH.VENEER +/- 1590mm/ +/- 460mm 317830-02 PRODUCT TABLE,LOW,1590x550x460,MEL,CR.WH +/- 685mm 317832-01 TRESTLE TABLE,ROUND LEGS AND FRAME, H685,MET.CR.WH +/- 1965mm/ +/- 1450mm 318062-01 F.STAND,3-SEC,CR.WH 318062-02 +/- 1090mm/ +/- 650mm 318441-01 TABLE,BLOCK COW,1090x1010x700,PLY,BLK.GR 320209-01 320211-01 CAHSPOINT,WDB,X5,GARM.COL,KD,FRAME DOORS,S.BEIGE +/-1250/ +/- 1450mm 320449-01 S.STAND,2-SEC,H1400,WHITE +/-1250/ +/- 1450mm 320449-02 S.STAND,2-SEC,H1400,BLK.GR +/- 1250mm / +/- 1850mm 320457-01 S.STAND,2-SEC,H1800,W.FOOTPLATE,CR.WH +/- 1875mm / +/- 1450mm 320594-01 S.STAND,3-SEC,H1400,3X,WHITE 320761-01 +/- 510mm / +/- 1400mm 322036-01 ACC.SHELF,METAL SQ.TUBE,H1400,BLK.GR 322190-01 322207-01 322207-02 322624-01 323202-01 323224-01 STORE GUIDE +/- 536mm / +/- 853mm 323252-01 CASHPOINT BASKET, METAL/WO/AC,CR,WH 323421-01 +/- 6493mm/ +/- 1229mm 323422-01 CASHPOINT,5-SEC,ADA,S.BEIGE/WH F/A 323430-01 CASHPOINT,6-SEC,ADA,S.BEIGE/WH F/A +/- 2,000mm/ +/- 1130mm 323620-01 CASHPOINT TABLE COMBI,CLAYSTONE MEL/BEIGE/CR.WH +/- 800mm/ +/-400mm 323426-01 SQUARE TABLE,800x800x400,TERRAZZO MEL.WH 323427-01 EXT, FEATURE CHAIR, BLACK 323431-01 EXT,PRESSED CHAIR BY N.H MOORMANN,UNI ALU 323441-01 EXT,ECOBIRDY CHAIR, OFF-WHITE 323449-01 323456-01 CASHPOINT TABLE COMBI,CLAYSTONE MEL/BEIGE/CR.WH +/- 2,000mm/ +/-1130mm 323620-01 CASHPOINT TABLE COMBI,CLAYSTONE MEL/BEIGE/CR.WH 323815-01 MQN,KID116,WH,MT,ROT.HEAD:BASE WH,SM 323829-01 MQN,KID140,WH,MT,ROT.HEAD:BASE WH,SM,II 323848-01 BUSTFORM,MALE,LINEN,FAB,REM.HEAD:BASE MPSS 323850-01 BUSTFORM,MALE,LINEN,FAB,REM.HEAD:BASE BLK.GR/BRSS 323857-01 BUSTFORM,FEMALE,LINEN,FAB,REM.HEAD:BAS E MPSS 323858-01 BUSTFORM,FEMALE,LINEN,FAB,REM.HEAD:BAS E BLK.GR/BRSS +/- 1180mm / +/- 521mm 323878-01 ACC TABLE,1180x500x520,MEL,S.BEIGE 324035-01 SUSPENDED CURTAIN TRACL DIA: +/- 500mm/ +/-536mm 324129-01 PLANT/POT COMBI,L FICUS VARIOLOSA,GEOM. DIA500,H536 DIA: +/- 380mm/ +/-505mm 324130-01 PLANT/POT COMBI,L FICUS,GEOM.DIA380,H505 DIA: +/- 380mm/ +/-505mm 324131-01 PLANT/POT COMBI,L FIG LYRATA,GEOM. DIA380,H505 DIA: +/- 500mm/ +/-536mm 324132-01 PLANT/POT COMBI,L ALOE VERA,GEOM.DIA500,H536 DIA: +/- 380mm/ +/-505mm 324133-01 PLANT/POT COMBI,L LOTUS,GEOM.DIA380,H505 DIA: +/- 380mm/ +/-410mm 324134-01 PLANT/POT COMBI,M CACTUS,GEOM.DIA380,H410 DIA: +/- 380mm/ +/-410mm 324135-01 PLANT/POT COMBI,M FIG LYRATA,GEOM.DIA380,H410 324255-01 TRIO PLANT/POT COMBI, L LOTUS, M CACTUS, L ALOE VERA. 324254-01 DUO PLANT/POT COMBI, L FIG LYRATA & S. GARCINIA ST O R E G U I D E F F F FITTING ROOM FIXTURE LEGEND SYMBOL FIXTURE WIDTH/HEIGHT GLOBAL ARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPS QTY. 122834-01 CURTAIN RAIL KIRSCH,WHITE,3000mm +/- 2400mm/ +/- 25mm/25mm 126264-01 WALL PANEL, SERVICE AREA, END STRIP, WHITE +/- 1,001mm/ +/- 951mm 154475-03 SERVICEAREA DESK,NAV.ASH,MELAMINE,M 154477-01 SERVICE AREA DESK, WHITE ASH MELAMINE, L 169252-03 SERVICE AREA DESK, NAV ASH MELAMINE, XL 200308-01 F. ROOM CABIN, L.GR, CURTAIN, ADD ON 200900-01 F. ROOM CABIN, L.GR, CURTAIN, ADD ON +/- 2,420mm 201474-01 F. ROOM, CABINE, L.GR, CURTAIN, RIGHT, DISABLED, ADA/CBC +/- 1,001mm/ +/- 951mm 201824-02 BENCH, NAV.ASH MEL, PWDRCOAT, D.GREY, 1219X610, DISABLE +/- 25mm /+/- 2801mm 202292-01 ALU PROFILE,NAT.SATIN,25x25x2800 +/- 750mm / +/-1850mm 276062-02 F. ROOM, ROUNDED MIRROR FRAME 282023-05 CURTAIN THICK, W:3000mm H:3500mm, BEIGE +/- 3,000mm/ +/- 3,500mm 282023-08 CURTAIN VOILE, SEE-THROUGH, W:3000mm H:3500mm, WHITE +/- 3,000mm/ +/- 4,500mm 282024-09 CURTAIN VOILE, W:3000mm H:4500mm, LIGHT PINK 293677-01 F. ROOM, MIRROR FRAME 284929-01 CURTAIN RAIL, 3000mm, WHITE 319962-01 F. ROOM CABIN, CURTAIN, START, CR. WH 319964-01 F. ROOM CABIN, CURTAIN, ADD-ON, CR. WH 319967-01 F. ROOM CABIN, CURTAIN, ADA, CR. WH 319968-01 F. ROOM CABIN, CURTAIN, CORNER, CR. WH 320567-02 SERVICEAREA DESK,NAV.ASH,MELAMINE 323435-01 EXT, BEVEL BY FERM, WH. AOK, F. ROOM DISABLED 323439-01 EXT, HK LIVING TERAZZO SIDE TABLE, MTA2814, F. ROOM 328151-01 L NAV.ASH M W.ASH L H W W W W W W W W LIGHT BOX FIXTURE LEGEND SYMBOL FIXTURE WIDTH/HEIGHT GLOBAL ARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPS QTY. +/- 800mm - +/- 5000mm 153248-01 LI.BOX, LED, 4-SECTION, H800, 400W, 220-240V, AL W +/- 800mm - +/- 1,200mm 180056-01 LI.BOX, LED, H800, L1200, 50W, 220-240V, AL W +/- 1,200mm/ +/- 1,800mm 185935-01 FREESTANDING LIGHTBOX F +/- 2,200mm - +/- 2,800mm 186422-01 LI. BOX, LED, FREEST. W2800, H2200, 350W,220-240V, AL F LIGHTBOX BACK OF HOUSE FIXTURE LEGEND SYMBOL FIXTURE WIDTH/HEIGHT GLOBAL ARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPS QTY. 100673-01 100678-01 100680-01 STOCK: CHANNEL 100688-01 100691-01 102045-01 102052-01 109298-01 109298-01 STOCK: INTERIOR, BIJ 109299-01 109300-01 +/-450mm 118140-01 STOCK: INTERIOR, ACC 264629-01 STOCK: INTERIOR, C&C F W C A * NOTE : *** = FLOOR POWERED FIXTURES = WALL POWERED FIXTURES = CEILING POWERED FIXTURES = ASSEMBLY BY G.C. * * * * * WARDROBE/FRAME FIXTURE LEGEND SYMBOL FIXTURE WIDTH/HEIGHT GLOBAL ARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPS QTY. 100280-01 101107-01 101109-01 102124-01 102133-01 102144-01 102155-01 102386-01 102400-01 102423-01 102519-01 102527-01 102537-01 102539-01 102544-01 107171-01 107179-01 107194-01 107226-01 107545-01 107547-01 107549-01 107832-01 322187-01 322188-01 322190-01 WARDROBE,OPEN,3-SEC,CR.WH 322207-01 WARDROBE,OPEN,2-SEC,CR.WH W3 W2 B2 B3 B1 W1 G2 G3 G1 * UP 30R WW WWWW WW W W HM SPACE000HM SPACE000 WINDOW 1 DISPLAY 001 WINDOW 2 DISPLAY 002 DIVIDED SALES AREA 003 KIDS SALES AREA 004 ROOM FITTING 005 MENS SALES AREA 005 CORRIDOR EXIT 007 COLLECT CLICK & 006 MACHINE ROOM ELEVATOR 008 ELEVATOR 009 PT-3 PT-7 PT-7 PT-7 PT-7 PT-7 PT-7 PT-3 PT-3 PT-3 PT-3 PT-3 PT-7PT-3 PT-5PT-5 PT-5 PT-5 PT-5 PT-5 4 FULL TILES ABOVE PT-4 WT-2 PT-4 PT-3PAINTED PT-5 WC-1 PAINTED PT-5 WC-1 PT-5 PT-1 EXISTING HANDRAIL & BALUSTRADE, TYP. 14 4 5 119 4 5 119 3 6 5 8 21 21 PT-1 PT-7 BASE FLOOR CEILING WALLS PT-1 PT-3 BASE FLOOR CEILING WALLS PT-1 TB-2 CT-3 N/A BASE FLOOR CEILING WALLS PT-1 TB-2 CT-3 PT-1 BASE FLOOR CEILING WALLS PT-1 PT-5 BASE FLOOR CEILING WALLS PT-1 RB-1 FT-1 PT-1/PT-10 BASE FLOOR CEILING WALLS PT-1 EXIST. EXIST. EXIST. EXIST. BASE FLOOR CEILING WALLS EXIST. TB-2 EXIST. BASE FLOOR CEILING WALLS PT-1 RB-1 FT-1 PT-1 BASE FLOOR CEILING WALLS PT-1 PT-4 BASE FLOOR CEILING WALLS PT-1 1 11111111 PT-5 PT-3 212121 2121 20 20 20 PT-1 SIDE OF BULKHEAD 2 TYP. 2 TYP. 2 TYP. PT-1 SIDE OF BULKHEAD 9 4 TB-2 CT-3 TB-2 CT-3 TB-2 CT-3 TB-2 CT-3 CT-3 CT-4 UNDERSIDE OF STAIR PT-3 22 JG A-510 FINISH PLAN LOWER LEVEL FINISH PLAN - LOWER LEVEL 1 SCALE: 1/8" = 1'-0" NORTH WALL FINISH LEGEND SYMBOL DESCRIPTION LOCATION OF HDF BD. WALL PROTECTION BY G.C. PAINTED . WALL ABOVE TO BE PAINTED , TYP. SEE SHT. A-711 FOR MORE INFO. LOCATION OF RFID PAINT . RSP NOTE: REFER TO SHT. A-521 FOR FINISH KEY AND GENERAL NOTES. NOTE: REFER TO SHT. A-740 FOR EXTENT OF IN BOH AREAS. PT-5A PT-4 REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION PT-10 WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 AREA (WOMEN'S) SALES 104 ROOM #2 FITTING 105 ROOM STOCK 106 WINDOW 3 DISPLAY 103 ROOM STAFF 117 WASHROOM MEN'S 107 ROOM LAN 115 ADMIN 114 WASHROOM WOMEN'S 108 ROOM ELECTRICAL 113 ROOM SECURITY 112 HALLWAY 109 ROOM VISUAL 110 ROOM JANITOR'S 111 ROOM MEETING 116 W W W W W W W WW W W W W W W W EXIST. EXIST. EXIST. EXIST. BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. EXIST. BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. PT-1 BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. EXIST. BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. EXIST. BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. EX./PT-10 BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. PT-1 BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. PT-1 BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. PT-1 BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. PT-1 BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. PT-1 BASE FLOOR CEILING WALLS EXIST. EXIST. EXIST. EXIST. BASE FLOOR CEILING WALLS PT-1 PT-4 BASE FLOOR CEILING WALLS PT-1 PT-3 BASE FLOOR CEILING WALLS PT-1 PT-4 BASE FLOOR CEILING WALLS PT-1 N/A BASE FLOOR CEILING WALLS PT-1 TB-2 CT-3 N/A BASE FLOOR CEILING WALLS PT-1 SIDE OF BULKHEAD PT-1 ENTRY CEILING PT-1 ALL SIDES OF BULKHEAD PT-1 U/S OF DROPPED CEILING PT-1 SIDE OF BULKHEAD PT-3 PT-3 PT-3 PT-3 1 1 11 4 FULL TILES ABOVE PT-4 WT-2 2 TYP. 3 6 21 5 4 5 119 8 20 PAINTED PT-5 WC-1 ALL SIDES PAINTED PT-5 WC-1 ALL SIDES EXISTING HANDRAIL & GUARDRAIL, TYP. 14 19 19 19 4 10 18410 18 16 21 21 21 21 PT-3 PT-3 2 TYP. 4 10 18 172 TYP. 20 9 CT-4 TB-2 CT-3 TB-2 CT-3 TB-2 CT-3 TB-2 CT-3 15 15 PAINTED PT-5 WC-1 ALL SIDES PT-10 PT-10 CT-3 PT-4 LF A-520 FINISH PLAN UPPER LEVEL FINISH PLAN - UPPER LEVEL 1 SCALE: 1/8" = 1'-0"NORTH REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION WALL FINISH LEGEND SYMBOL DESCRIPTION LOCATION OF HDF BD. WALL PROTECTION BY G.C. PAINTED . WALL ABOVE TO BE PAINTED , TYP. SEE SHT. A-711 FOR MORE INFO. LOCATION OF RFID PAINT . RSP NOTE: REFER TO SHT. A-521 FOR FINISH KEY AND GENERAL NOTES. NOTE: REFER TO SHT. A-740 FOR EXTENT OF IN BOH AREAS. PT-5A PT-4 PT-10 AND GRAPHIC DETAILS JG A-521 FINISH PLAN LEGEND, NOTES REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION FLOOR LEVELING NOTE: TENANT TO CONTRACT PSI TO PERFORM A FLOOR LEVELING TEST TO DETERMINE FLATNESS/FLOOR PREPARATION REQUIRED PRIOR TO INSTALLING TILE FLOOR TRANSITION ACCESSIBILITY NOTE: ALL TRANSITIONS OF FLOORING MATERIALS TO MEET ACCESSIBILITY REQUIREMENTS AND APPLICABLE ACCESSIBILITY CODE. SEE SHEET A-000 FOR APPLICABLE CODES. FLOOR PROTECTION DURING CONSTRUCTION: ONCE THE FLOORING IS GROUTED, IT SHOULD BE CLEANED AND PROTECTED AS REQUIRED. FINISH PLAN GENERAL NOTES CORNER GUARDS / R.S.P. NOTES: SALES AREA CORNER GUARDS : FULL HEIGHT ALUMINUM CORNER GUARDS ON PORTALS AND COLUMNS. (G.C TO REFER TO FINISH PLAN, H&M I.P.S DRAWING & COLUMN DETAIL DRAWINGS FOR CORNER GUARD FINISH AND ADDITIONAL INFORMATION.) NOTE: ALUMINUM CORNER GUARDS SUPPLIED BY H&M AND INSTALL BY G.C. REFER TO H&M "STORE INSTRUCTIONS" REGARDING GENERAL ADHESIVE & SILICONE INSTRUCTIONS" UNDER "GENERAL CONST. DETAILS. (TYP.) B.O.H. R.S.P. / CORNER GUARDS AREAS : INPRO G2 BIOBLEND RIGID VINYL WALL PROTECTION - 0040" THK. W/ G2-407 TOP CAP AND G2-409 INSIDE CORNERS. USE SEAM JOINTS BETWEEN SECTIONS. SEE FLOOR DETAIL SHT. FOR MORE INFO. USE INPRO G2-150R CORNER GUARDS, SEE A-710, AT ALL OUTSIDE CORNERS (FULL HEIGHT). NOTE: GUARDS SECURED WITH CONSTRUCTION ADHESIVE. (NO VISIBLE FASTENERS) DECOR/FLOOR COVERING KEY NOTES SYMBOL DESCRIPTION EXISTING MIRROR TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION & CLEAN TO "LIKE NEW" CONDITION. GC TO CLEAN EXISTING STOREFRONT GLAZING. FITTING ROOM CABIN CURTAIN AND CURTAIN ROD FURNISHED BY H&M AND INSTALLED BY G.C. REFER TO H&M FURNISHED "IPS DRAWINGS, CATALOGUES, AND CONSTRUCTION INFORMATION" FOR MORE INFORMATION. G.C. TO FURNISH REQUIRED IN-WALL BLOCKING FOR CURTAIN ROD & ACCESSORIES. ALL DOORS AND FRAMES ON SALES FLOOR AND BACK OF HOUSE AREAS TO BE PAINTED TO MATCH ADJACENT WALL. REMOVE VINYLS. GC TO REPLACE ALUMINUM CORNER GUARDS IN FITTING ROOMS ( FULL HEIGHT), AND IN THE SALES AREA AS REQUIRED. REMOVE EXISTING PANELS & MIRROR IN SERVICE AREA AT FITTING ROOM. PATCH & REPAIR DRYWALL & PAINT WALLS. EXISTING FITTING ROOM CEILING PAINT TO REMAIN, GC TO CLEAN AS REQUIRED. GC TO DEEP CLEAN THE EXISTING ELEVATOR CAB. PROVIDE NEW FLOORING AS INDICATED. G.C. TO PROVIDE NEW FLOOR TILE, ENSURE SMOOTH & LEVEL TRANSITION BETWEEN NEW & EXISTING FLOORING. EXISTING BOH FLOOR TO REMAIN, GC TO STRIP & WAX. PATCH & REPAIR AS REQUIRED. GC TO REMOVE ALL GRAPHIC WALLPAPERS AND PREPARE WALL AS NEEDED TO RECEIVE NEW PAINT. G.C. TO FURNISH CAP FOR CASHWRAP KICK TO ELIMINATE GAP BETWEEN CASHWRAP & SALES FLOOR. EXISTING BASEBOARD IN THE SALES AREA TO REMAIN, GC TO CLEAN AS REQUIRED. GC TO INSTALL NEW TILE FLOORING ON TOP OF EXISTING TREADS & LANDINGS TO MATCH NEW SALES AREA FLOORING. PROVIDE FLOOR STRIPPING PER A-910. EXISTING BASE TO REMAIN, PATCH & REPAIR AS REQUIRED. SURFACE MOUNTED CURTAIN TRACK AND CURTAIN FURNISHED BY H&M & INSTALLED BY G.C. BOTTOM TO BE HEMMED TO SIT 2" ABOVE FINISHED FLOOR, BY G.C. G.C. TO PROVIDE BLOCKING IN CEILING AS REQUIRED. REFER TO CLG. DETAILS SHT. FOR MORE INFO. 'RECYCLE' VINYL ON WALL. SUPPLIED & INSTALLED BY H&M. EXISTING RSP PANELS IN BOH TO REMAIN , GC TO CLEAN AS REQUIRED. GC TO DEEP CLEAN EXISTING WASHROOMS & JANITOR CLOSET. G.C. TO INSTALL NEW WALL BASE ON NEW INTERIOR PARTITIONS TO MATCH EXISTING ADJACENT WALL. PAINTED NAVIGATIONAL SIGN. REFER TO INTERIOR ELEVATIONS & STORE STANDARDS FOR MORE INFORMATION. BACK AND SIDES OF BACK DROP TO RECEIVE SKIRTING. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 MPSS ·ALL PAINT TO BE BENJAMIN MOORE 'ULTRA' - NO SUBSTITUTIONS ·ALL WALLS AND DOORS NOT MARKED OR MENTIONED ON THE LAYOUT TO BE PAINTED (PT-1) IN SALES AREA AND (PT-1) IN BOH. ·UNLESS SPECIFICALLY NOTED AS(RB-1), ALL BASEBOARDS TO BE (MB-1) AS NOTED ON LEGEND. ·ALL GYP. BD. CEILINGS NOT MARKED ON THE LAYOUT TO BE PATCHED & PAINTED (PT-1). ALL VISIBLE CEILING INSTALLATIONS SUCH AS GRILLES, DIFFUSERS, SPEAKERS, ETC. AT FLOATING CEILINGS AND PTD. GWB CEILINGS TO BE PAINTED TO MATCH CEILING COLOR. ·ALL VERTICAL ELEMENTS OF SOFFITS TO BE PAINTED TO MATCH ADJACENT COPLANAR WALL PAINT. ·WHERE WARDROBE FIXTURES ARE LOCATED, WALL BEHIND THEM NEED NOT TO BE PAINTED. NO BASE TO BE INSTALLED BEHIND WARDROBE FIXTURES. ·IT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO TEST MOISTURE CONTENT OF SUB FLOOR PRIOR TO INSTALLATION OF ALL FINISH FLOORING MATERIALS AND TO MAINTAIN PROPER TEMPERATURE AND HUMIDITY LEVELS FOR FLOOR FINISH PER MANUFACTURERS SPECIFICATIONS. ·G.C. TO ADD A PLASTIC LAYER TO BACK OF ALL MIRRORS. ·ALL GYP. BD. SURFACES SHALL BE A LEVEL 4 FINISH PRIOR TO PAINTING. ·ALL FINISH MATERIALS AND ALL FLOOR FINISHES IN STORE SHALL COMPLY WITH JURISDICTIONAL FLAME SPREAD AND SMOKE RATINGS. ·WHEN A FINISH CONFLICT OCCURS, THE STANDARDS OF THE HIGHER QUALITY FINISH MUST BE USED. ·ALL COLUMNS EXCEPT COLUMNS IN PORTALS WILL BE PAINTED IN THE SAME COLOR AS THE WALLS ·G.C. TO NOTIFY AND COORDINATE WITH H&M PM REGARDING THE USE OF AN FLOORING UNDERLAYMENT MEMBRANE UNDER CERAMIC TILE FLOORING, IF REQUIRED PER SITE CONDITIONS. ·G.C. RESPONSIBLE TO REPACKAGE, INVENTORY AND PALLETIZE H&M FURNISHED MATERIALS. CERAMIC WOOD TILE NOTE: G.C. FLOORING SUBCONTRACTOR TO MIX TILES FROM DIFFERENT BOXES TO EVENLY DISTRIBUTE DYE LOTS. MIRROR ("SM/CM") NOTE: (ALL WORK / PRODUCTS BY G.C.) G.C. APPLY AN EVEN COAT OF "CRL" HEAVY-BODIED MIRROR MASTIC TO WALL/SURFACE WHERE MIRRORS ARE BEEN INSTALLED. APPLY PRODUCT IN STRICT CONFORMANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION SPECIFICATIONS (FURNISH CUT SHEET FOR APPROVAL). G.C. TO APPLY "CRL" CATEGORY II SAFETY BACKING TAPE FOR MIRRORS (APPLY TO BACK OF ALL MIRRORS) OR APPROVED EQUAL. (FURNISH CUT SHEET FOR APPROVAL). G.C. TO SECURE J-MOLDING FIRMLY TO STUD LOCATIONS (DO NOT SECURE TO GYP. BD.). ALL MIRRORS TO HAVE POLISHED EDGES U.O.N (NO ROUGH EDGES) BASE FINISH LEGEND TAG DESCRIPTION SALES AREA & FITTING ROOMS: CERAMIC WOOD TILE BASE (173299-01 / 200278-01) 35 1/2" X 6" X 3/8" TILE. MAX OF 1/8" GROUT JOINT. GROUT TO BE MAPEI #111 SAHARA BEIGE. (TILE FURNISHED BY H&M) SALES AREA & FITTING ROOM: CERAMIC TILE SKIRTING (323115-01) TERAZZO LIKE, 600X140 (FURNISHED BY H&M) HOME AREA AREA: FLOOR SKIRTING (306931-02) 30X30X3000, BLACK. (FURNISHED BY H&M) FITTING ROOM & SALES AREA: EXISTING PRE-FAB ALUMINUM BASE (NATURAL SATIN) TO REMAIN. G.C. TO REPAIR AS NEEDED . GC TO SUPPLY & INSTALL PER MANUFACTURERS INSTRUCTIONS WHERE NEEDED.. SEE BASE DETAILS FOR MORE INFO. RUBBER WALL BASE - ARMSTRONG RUBBER BASE. COLOR - #70 FLAXEN. SEE FLOORING BASE DETAILS FOR MORE INFO. TB-1 TB-2 TB-3 MB-1 RB-1 CEILING & BULKHEAD FINISH LEGEND TAG DESCRIPTION STANDARD WHITE CEILINGS: USG ORION 75 ACOUSTICAL PANELS (62150) 2' X 2' SQUARE LAY IN TILE FOR WHITE CEILINGS. USE USG DONN BRAND DX/DXL ACOUSTICAL SUSPENSION SYSTEM (COLOR TO MATCH). GC TO CONTACT H&M VENDOR LISTED ON SHEET A-000 FOR INFO. REGARDING LOCAL SUPPLIERS. ACT-1 PAINT AND WALL FINISH LEGEND TAG DESCRIPTION DISPLAY/POSTER/PODIUM WINDOW, BACK OF HOUSE, : "WHITE" - BENJAMIN MOORE - # OC-129, ALABASTER / DENTELLE DELICATE, EGGSHELL FINISH FOR WALLS, COLUMNS AND FASCIAS. FLAT FINISH FOR CEILINGS. SAME AS PT-1 EXCEPT: USE SEMI-GLOSS FINISH ON DOORS, DOOR FRAMES & WALLS AS INDICATED STOREFRONT WALLS: "BEIGE" - BENJAMIN MOORE - 2108-60 ABALONE (NCS S 1502 - Y50R,GLOSS MATTE) -/- SALES AREA WALLS: "PINK" - BENJAMIN MOORE- #989 ALPHANO BEIGE, NCS S 2005 - Y60R, GLOSS MATTE, MENS SALES AREA WALLS: "GREY" - BENJAMIN MOORE 2108-60 ABALONE(NCS S 2002 - Y50R, GLOSS MATTE) KIDS SALES AREA, FITTING ROOM WALLS: "LIGHT BEIGE" - BENJAMIN MOORE -# OC20 PALE OAK ( NCS S 1002-Y50R,GLOSS MATTE) COLUMNS : "CONCRETE GREY" - CW-715 BONE BLACK (NCS S 2502-Y), GLOSS MATTE. 3" x 6" FIELD TILE (RUNNING BOND PATTERN, DALTILE, RITTEN HOUSE SQUARE MATTE ARCTIC WHITE, DT0790.) GROUT MAPEI COLOR #38 AVALANCHE. 2"X15.75" CERAMIC WALL TILE - SOURCED LOCALLY. REFERENCE TILE 234 PARIS CREAM, KAKELSPECIALISTEN (TYP.) GROUT MAPEI MOLOR #130 JASMIN OR SOPRO 29 HELL BEIGE. INPRO G2 BIOBLEND RIGID VINYL SHEET WALL PROTECTION - CHINO 0258, .040" THK. w/ G2-407 TOP CAP AND G2-409 INSIDE CORNERS. USE SEAM JOINTS BETWEEN SECTIONS. SEE SHT. A-702 FOR MORE INFO. PT-1 PT-1A PT-4 PT-2 PT-6 PT-5 PT-8 WT-1 WT-2 RSP FLOOR FINISH LEGEND SYMBOL TAG DESCRIPTION CERAMIC WOOD TILE (173299-01 / 200278-01) IN HERRINGBONE PATTERN 35 1/2" X 6" X 3/8" TILE. MAX OF 1/8" GROUT JOINT. GROUT TO BE MAPEI #11 SAHARA BEIGE. (TILE FURNISHED BY H&M) CERAMIC WOOD TILE (173299-01 / 200278-01) IN PARQUET PATTERN 35 1/2" X 6" X 3/8" TILE. MAX OF 1/8" GROUT JOINT. GROUT TO BE MAPEI #11 SAHARA BEIGE. (TILE FURNISHED BY H&M) SALES AREA FLOOR CERAMIC TILE, TERAZZO LIKE, 600X600, GREY, ART. NO.: 319527-01 (TILE FURNISHED BY H&M) STAIRS, CERAMIC TILE, TERAZZO LIKE, 600X300, GREY, ART. NO.: 303388-01 (TILE FURNISHED BY H&M) HOME FLOOR, PLANK, CURAD OAK, ART. NO.: 303388-01 (TILE FURNISHED BY H&M) BIO COMPOSITE FLOORING TILE. ARMSTRONG MIGRATIONS, BBT T3509, 12" X 12" TILE. COLOR - MUSHROOM BEIGE RECESSED ENTRY MAT: BALCO - FGLP-A-MOD, BLACK ABRASIVE & VINYL WITH MILL ALUMINUM FINISH (TO BE USED WITH VESTIBULES ONLY) WALK OFF MAT CARPET: DESIGN STEP - POWER POINT, COLOR #7323 CASTLE GRAY, GRANDE ENTRANCE C-S GROUP OR APPROVED EQUAL (TO BE USED WHEN THERE IS NO VESTIBULE AT EXTERIOR ENTRANCES. SECURITY PEDESTALS TO BE LOCATED ON WALK OFF MAT CARPET. MALL FLOORING. G.C. TO COORD. PURCHASE AND/OR INSTALLATION W/LANDLORD'S REP. V.I.F. G.C. TO REPAIR/REPLACE ANY MALL FINISH FLOORING DAMAGED DURING CONSTRUCTION, WITHIN TENANT LEASE LINE. VINYL FLOOR COVERING, SPEC TBC CT-1 CT-2 CT-3 CT-4 CT-5 FT-1 MT-1 MT-C MALL VC-1 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED LADIES/ DIVIDED SALES AREA: "LIGHT PINK" - BENJAMIN MOORE - # 1016, IONIC COLUMN( NCS 1005-Y50R,GLOSS MATTE)PT-3 MENS SALES AREA WALLS: "LIGHT GREY" - BENJAMIN MOORE # HC 170 STONINGTON GRAY (NCS S 2000 -N, GLOSS MATTE) PT-7 PT-9 HANDRAIL PAINT ( ELECTROSTATICALLY PAINTED): "DARK GREY" - RAL7201 V-1 GLASS HANDRAIL OF ESCALATOR ( ANTI-SCRATCH & APPLIED WITH HEAT GUN): "DARK GREY VINYL" - COLOR TO MATCH RAL7201 STOREFRONT LEGEND TAG DESCRIPTION WHITE ACM PANELS (FABRICATED BY API OR OWNER APPROVED EQUAL) WHITE FINISH, EGGSHELL FINISH (API.ACM 04-028E / 4MM SOFT WHITE) STUCCO (STUC-O-FLEX) FINE FINISH, CALM 0C-22 COLOUR (TYP) OAK/ASH WOOD PANELS, SPEC TO BE CONFIRMED. 14.75" X 29.5" CERAMIC TILE WHITE, 195366-01, SUPPLIED AND INSTALLED BY G.C. 2" X 15.75" CERAMIC TILE , 234 CREAM PARIS, SUPPLIED AND INSTALLED BY G.C. MIRROR POLISHED STAINLESS STEEL #8 FINISH. FURNISH SAMPLE FOR APPROVAL PRIOR TO FABRICATION )FABRICATED BY API OR OWNER APPROVED EQUAL) BRUSHED STAINLESS STEEL #4 FINISH. FURNISH SAMPLE FOR APPROVAL PRIOR TO FABRICATION (FABRICATED BY API OR OWNER APPROVED EQUAL) STOREFRONT POSTER WINDOW PLATFORM FORMICA, BRITE WHITE LAMINATE 459-58, GLUED ONTO ALL EXPOSED FACES OF MDF. BD. PLATFORM PER MANUFACTURER'S INSTRUCTIONS. ALL EDGES AND SEAMS TO BE CLEAN, SMOOTH AND FREE OF GAPS. STOREFRONT DISPLAY WINDOW PLATFORM / OPEN WINDOW PODIUM MDF FINISH TO BE PAINTED BENJAMIN MOORE - "WHITE" - BENJAMIN MOORE - #2121-70-1B, CHANTILLY LACE, EGGSHELL FINISH. (WHERE PLANKS ARE USED) 1/2" THK. STOREFRONT WINDOW PLANKS (FURNISHED BY H&M, INSTALLED BY G.C.) 1/2" TEMPERED GLASS STOREFRONT WINDOWS WITH 2" FRAME AND 6" STOREFRONT BASE (TYP.). ENSURE EACH JOINT IS CLEAN, PRECISE AND AS TIGHT AS POSSIBLE (MAX. 1/8") 5/8" TEMPERED GLASS STOREFRONT WINDOWS WITH 2" FRAME AND 6" STOREFRONT BASE (TYP.). ENSURE EACH JOINT IS CLEAN, PRECISE AND AS TIGHT AS POSSIBLE (MAX. 1/8") 3/4" TEMPERED GLASS STOREFRONT WINDOWS WITH 2" FRAME AND 6" STOREFRONT BASE (TYP.). ENSURE EACH JOINT IS CLEAN, PRECISE AND AS TIGHT AS POSSIBLE (MAX. 1/8") 1" INSULATED TEMPERED GLAZING STOREFRONT WINDOWS WITH 2" FRAME 4" STOREFRONT SHOE BASE TO MATCH EXISTING BASE (FINISH POWDERCOATED "WHITE" ) 2" H. EXTERIOR STOREFRONT FRAME SYSTEM WITH THERMAL BREAK (FINISH ) 2" H. EXTERIOR STOREFRONT FRAME SYSTEM WITH THERMAL BREAK (FINISH "DARK GREY" RAL 7022) 2" H. EXTERIOR STOREFRONT FRAME SYSTEM WITH THERMAL BREAK (FINISH "BLACKENED STEEL") 2" H. SQUARE METAL PROFILE. (FINISH "DARK GREY" RAL 7022) 6" H. EXTERIOR STOREFRONT TILE SKIRTING, BLACK STONE ACM-1 WC-1 WC-2 WT-3 WT-4 MPSS SS-1 PD-1 PD-2 PLANK SF-1 SF-2 SF-3 SF-4 SF-F SF-E SF-G SF-H SF-J TS-1 MPSS NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED RFID (EXISTING WALLS) : RFID PAINT - WOREMOR RF-IE50 - EMR SHIELDING PAINTPT-10 NOT USED POWDER COAT FINISH, COLOUR "DARK GREY" RAL 7021ES-1 NOT USED NOT USED NOT USED NOT USED NOT USED TB-2 2'-5 1/2" 9 3 / 4 " 3'-1 3/4" 9 3 / 4 " FLOOR FLOOR FLOOR FLOOR FLOOR CEILING HEIGHT 3000 MMCEILING HEIGHT 2600 MM CEILING HEIGHT 3000 MMCEILING HEIGHT 2600 MM W:1'-7 3/4" X D:2" X H:6'-3" W:9"X D:1" X H:1'-5 5/8" OR 2'-4"W:2'-5 1/2" X D:2 3/8" X H:9 3/4"W:3'-1 3/4" X D:2 3/8" X H:9 3/4" 7'-8 1/2" IS MIN. CEILING HEIGHT FOR USING NAVIGATION IN CEILING. IMPORTANT NOTE: FOR DIFFERENT CEILING HEIGHTS ON SAME FLOOR, HANG THE SIGNS ON THE SAME LEVEL. START FROM THE LOWEST CEILING HEIGHT. NON LIT DIRECTIONAL BOX NARROW NON LIT DIRECTIONAL BOX WIDE SIGN ATTACHED DIRECTLY TO CEILING CEILING HEIGHTS 7'-8 1/2" - 8'-4 3/8" SIGN ATTACHED WITH WIRE SIGN ATTACHED WITH WIRE SIGN ATTACHED WITH WIRE SIGN ATTACHED WITH WIRE NOTE ON SITE: CEILING CEILING CEILING CEILING CEILING CEILING HEIGHTS >14'-0" USE WIRE CEILING HEIGHTS 11'-6" - 13'-1 1/2" CEILING HEIGHTS 9'-10 1/8" - 11'-5 13/16" CEILING HEIGHTS 8'-4 1/2" - 9'-10" 9 3/4" 1'- 0 3/8" NON-LIT DIRECTIONAL BOXES DEPARTMENT SIGNS FREESTANDING WALL MOUNTED CLG. MOUNTED NARROW CLG. MOUNTED WIDE CEILING/SHELF MOUNTED NON-LIT STORE GUIDES NOTE: G.C TO PROVIDE BLOCKING ABOVE CEILING OR ON THE WALL, AS REQUIRED, FOR ALL CEILING MOUNTED SPECIALTY LIGHTING FIXTURES AND SIGNS. (TYPICAL) 21 5 0 M M 20 0 M M 60 0 M M 21 5 0 M M 21 5 0 M M 20 0 M M 25 0 0 M M 25 0 M M MI N 6 ' - 1 0 3 / 4 " 6'- 1 0 3 / 4 " - 7 ' - 8 1 / 2 " 8" - 1 ' - 3 3 / 4 " 8' - 2 1 / 2 " 9 3 / 4 " - 2 ' - 5 3 / 4 " 9' - 0 1 / 4 " 1' - 7 3 / 4 " - 3 ' - 3 3 / 8 " 9' - 0 1 / 4 " >3 ' - 3 3 / 8 " FLOOR FLOOR FOR NON-LIT ELEVATOR STORE GUIDES: THE STORE GUIDE IS PLACED 1200MM FROM FLOOR. FOR NON-LIT STORE GUIDES: THE STORE GUIDE IS PLACED 200MM FROM FLOOR. 3' - 1 1 " 8" NON-LIT STORE GUIDE NON-LIT FREESTANDING STORE GUIDE BACK METAL FRAME WHITE ACRYLIC SHEET TRANSPARENT ACRYLIC SHEET FRONT METAL FRAME NOTE: ·IF WALL MOUNTING WITH SCREWS IS NOT APPLICABLE STORE GUIDE FOR ELEVATOR CAN ALSO BE ATTACHED TO WALL WITH DOUBLE SIDED ADHESIVE. (DELIVERED WITH PRODUCT) ·PLACE AGAINST REINFORCED WALL OUTSIDE OR INSIDE ELEVATOR TRANSPARENT ACRYLIC SHEETS WHITE ACRYLIC SHEETS RE M O V A B L E G A B L E VINYL IS TO BE ATTACHED TO THE WHITE ACRYLIC SHEET. - HIDE ALL VISIBLE ELECTRICAL CABLES. NOTES: 3' - 1 1 PLACE AGAINST FIXED REINFORCED WALL ON WALL FINI S H E D FLO O R W:1'-7 3/4" X D:3 1/8" X H:1'-0 1/2" DO NOT BOLT STORE GUIDE TO FLOOR. NOTES: BACK METAL FRAME WHITE ACRYLIC SHEET TRANSPARENT ACRYLIC SHEET FRONT METAL FRAME 8" FINI S H E D FLO O R 181713-01 - H: 450MM 145926-01 - H: 710MM KEY HOLE BRACKET ON BACK OF ESPALIER SIGNAGE. PIANO WIRE AND WIRE LOCK, FURNISHED AND INSTALLED BY G.C., ATTACHED TO HORIZONTAL BAR OF ESPALIER AND BRACKET ON SIGNAGE. TYP. ON BOTH SIDES. ESPALIER SIGNAGE FURNISHED BY H&M AND INSTALLED BY G.C. ESPALIER FIXTURE. FURNISHED BY H&M AND INSTALLED BY G.C. SEE ESPALIER DETAILS SHT. FOR MORE INFO. ALIGN NON-LIT DIRECTIONAL BOX PLACEMENT 2 SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS NAVIGATION SIGNAGE TYPES 1 SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS LF A-551 NAVIGATION SIGN DETAILS STORE GUIDE PLACEMENT - SALES AREA 7 SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS STORE GUIDE TYPES 3 SCALE: 1 1/2" = 1'-0"FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS DETAIL - ESPALIER SIGNAGE ATTACHMENT 6 SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS ROOM DIVIDER 4 SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS NOT USED NOT USED REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 A-602 1 A-602 EXISTING GLAZING TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. WC-1 ±28'-1 3/4" EXISTING GLAZING ±1'-9 1/2"±15'-11 1/2" EXTENT OF STOREFRONT OPENING ±1'-9 1/2"±11 7/8" EXISTING GLAZING ±2 1 ' - 1 0 1 / 2 " EX I S T I N G G L A Z I N G ±3'-11 3/8" EXISTING GLAZING ±3" EXTERIOR OF STORE ENTRANCE EXISTING OVERHEAD ROLLING GRILLE TO REMAIN. GC TO ENSURE GOOD WORKING ORDER. EXISTING LL FINISH TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION. PAINTED OVER EXISTING STOREFRONT FINISH, ALL SIDES TYP. WC-1 1 A-600 EXISTING GLAZING TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. EXISTING LL FINISH TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION. TENANT LEASE LINE (V.I.F.) TENANT LEASE LINE (V.I.F.) NEW FREE STANDING BACKDROP, REFER TO DETAILS 5 A-602 2 A-602 2 A-602 3 A-602 4 A-602 4 A-602 SIM. MIR. ±9 ' - 6 1 / 2 " EX I S T I N G G L A Z I N G ±8 1 / 4 " ±1 3 ' - 3 3 / 8 " ±2 ' - 0 3 / 4 " ±2 ' - 3 7 / 8 " ±9 1 / 2 " ±1 9 ' - 1 3 / 4 " E X T E N T O F S T O R E F R O N T O P E N I N G ±7 ' - 1 0 5 / 8 " EX I S T I N G G L A Z I N G ±1 6 ' - 4 5 / 8 " EXI S T I N G G L A Z I N G ±1 9 ' - 9 3 / 4 " ±21'-3 3/4"±29'-5 1/2" EXISTING GLAZING ±25'-4 3/4" ±3 ' - 8 " NEW STOREFRONT PODIUM PLATFORM, REFER TO DETAIL 11/A-602 EXISTING LL FINISH TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION. TENANT LEASE LINE (V.I.F.) EXISTING GLAZING TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. EXISTING GLAZING TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. EXISTING GLAZING TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. EXISTING GLAZING TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. WT-3 5 FULL TILES WITH ABOVE, OVER EXISTING STOREFRONT FINISH WC-1 WT-3 5 FULL TILES WITH ABOVE, OVER EXISTING STOREFRONT FINISH WC-1 WT-3 5 FULL TILES WITH ABOVE, OVER EXISTING STOREFRONT FINISH WC-1 WT-3 5 FULL TILES WITH ABOVE, OVER EXISTING STOREFRONT FINISH WC-1 ADJACENT TENANT FINISH TO REMAIN, G.C TO PROTECT DURING CONSTRUCTION NEW SALES AREA OPEN FIXTURES TYP. , REFER TO A-411 EXISTING OVERHEAD ROLLING GRILLE TO REMAIN. GC TO ENSURE GOOD WORKING ORDER. ±2 1/2" EXTERIOR OF STORE ENTRANCE SIM.MIR. SIM.MIR. INTERNALLY ILLUMINATED LIGHTBOX (BEYOND), TYP. WC-1 PAINTED OVER EXISTING STOREFRONT FINISH, ALL SIDES PT-5 PAINTED OVER EXISTING STOREFRONT FINISH, ALL SIDES TYP. PT-5 PT-5 WC-1 PAINTED OVER EXISTING STOREFRONT FINISH, ALL SIDES PT-5 WC-1 PAINTED OVER EXISTING STOREFRONT FINISH, SALES SIDE PT-5 1. SEE FINISH SCHEDULE ON FOR FINISH INFO. 2. SEE STRUCTURAL DRAWINGS, IF APPLICABLE, FOR FRAMING AND SUPPORT OF STOREFRONT. G.C. TO ADVISE IMMEDIATELY IF STOREFRONT DESIGN/LAYOUT CANNOT BE ACHIEVED DUE TO FIELD CONDITIONS. 3. SEE MEP DRAWINGS FOR COORDINATION OF ALL EQUIPMENT/DEVICES IN STOREFRONT AREAS. 4. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF DISPLAY WINDOW TO FINISH FLOOR LEVEL. 5. EMERGENCY RELEASE DEVICE & KEY ACCESS BOXES TO BE INSTALL ON LEFT SIDE OF ENTRY AS YOU EXIT STORE. 6. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF STOREFRONT WINDOWS TO FINISH FLOOR LEVEL. STOREFRONT GENERAL NOTES JG A-600 ENLARGED STOREFRONT PLANS STOREFRONT FINISH LEGEND SYMBOL DESCRIPTION WALL SHIELDING BY G.C. SEE CONSTRUCTION PLAN FOR MORE INFO. REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION STOREFRONT PLAN - UPPER LEVEL 2 SCALE: 1/4" = 1'-0"INTERIOR STOREFRONT PLAN - LOWER LEVEL 1 SCALE: 1/4" = 1'-0"INTERIOR INTERIOR FREE STANDING FIXTURE OPEN TO SALES AREA 0'-0" FINISH FLOOR 15'-7 1/4"T/O TENANT FINISH ADJACENT TENANT WT-3 5 FULL TILES WITH ABOVE, OVER EXISTING STOREFRONT FINISH WC-1 ± 9'-6 1/2" EXISTING GLAZING WT-3 5 FULL TILES WITH ABOVE, OVER EXISTING STOREFRONT FINISH WC-1 ±19'-1 3/4" EXTENT OF STOREFRONT OPENING ±7'-10 5/8" EXISTING GLAZING ±16'-4 5/8" EXISTING GLAZING ±19'-9 3/4" EXISTING ROLL UP GRILLE TO REMAIN, G.C. TO ENSURE GOOD WORKING ORDER EXISTING GLAZING AND BASE TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. WC-1 OVER EXISTING STOREFRONT FINISH PAINTED EXISTING GLAZING AND BASE TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. INTERNALLY ILLUMINATED FLUSH MOUNTED FACE LIT "H&M" LOGO SIGN (600mm - RAL 7021) EQ.EQ. EXISTING GLAZING AND BASE TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. EQ . EQ . GC TO PROTECT ADJACENT TENANT AND LL FINISHES DURING CONSTRUCTION. LEASE LINE ±6 ' - 4 3 / 4 " 5 F U L L T I L E S 2 A-608 3 A-608 3 A-604 SIM. 3 A-604 3 A-604 SIM. 4 A-604 ±21'-3 3/4"±29'-5 5/8" 2 A-608 1 A-608 2 A-608 EXISTING EXPOSED STAINLESS STEEL, HEIGHT TO MATCH GLAZING BASE EXISTING EXPOSED STAINLESS STEEL, HEIGHT TO MATCH GLAZING BASE WC-1 OVER EXISTING STOREFRONT FINISH, PAINTED PT-5 WC-1 OVER EXISTING STOREFRONT FINISH, PAINTED PT-5 PT-5 WC-1 OVER EXISTING STOREFRONT FINISH PAINTED PT-5 WC-1 OVER EXISTING STOREFRONT FINISH PAINTED PT-5 WC-1 OVER EXISTING STOREFRONT FINISH PAINTED PT-5 WC-1 OVER EXISTING STOREFRONT FINISH PAINTED PT-5 NEW STAINLESS STEEL BASE , HEIGHT TO MATCH GLAZING BASE SS-1 OPEN TO SALES AREA ±28'-1 3/4" EXISTING GLAZING ±1'-9 1/2"±15'-11 1/2" EXTENT OF STOREFRONT OPENING ±1'-9 1/2"±11 7/8" EXISTING GLAZING ±21'-10 1/2" EXISTING GLAZING ±3'-11 3/8" EXISTING GLAZING ±2 1/2"±3" EXISTING GLAZING AND BASE TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. EXISTING ROLL UP GRILLE TO REMAIN, G.C. TO ENSURE GOOD WORKING ORDER WC-1 OVER EXISTING STOREFRONT FINISH, PAINTED INTERNALLY ILLUMINATED SUSPENDED FACE LIT "H&M" LOGO SIGN (600mm HIGH - RAL 7021) WC-1 OVER EXISTING STOREFRONT FINISH, PAINTED GC TO PROTECT ADJACENT TENANT AND LL FINISHES DURING CONSTRUCTION. ADJACENT TENANT GC TO PROTECT ADJACENT LL FINISHES DURING CONSTRUCTION. EXISTING GLAZING AND BASE TO REMAIN, TYP. GC TO PROTECT DURING CONSTRUCTION. 1 A-608 1 A-604 EQ.EQ. 8" 2 A-608 3 A-604 3 A-604 SIM. ESCALATOR EXISTING EXPOSED STAINLESS STEEL, HEIGHT TO MATCH GLAZING BASE 2 A-604 FINISH FLOOR T/O TENANT FINISH LEASE LINE LEASE LINE 4 A-608 4 A-608 2 A-608 EXISTING EXPOSED STAINLESS STEEL, HEIGHT TO MATCH GLAZING BASE PT-5 WC-1 OVER EXISTING STOREFRONT FINISH, PAINTED PT-5 PT-5 WC-1 OVER EXISTING STOREFRONT FINISH, PAINTED PT-5 WT-3 5 FULL TILES WITH ABOVE, OVER EXISTING STOREFRONT FINISH WC-1 ±3'-8"±25'-4 3/4" ADJACENT TENANT GC TO PROTECT ADJACENT TENANT FINISHES DURING CONSTRUCTION. ±6 ' - 4 7 / 8 " 5 F U L L T I L E S 3 A-608 WC-1 OVER EXISTING STOREFRONT FINISH PAINTED PT-5 WC-1 OVER EXISTING STOREFRONT FINISH PAINTED PT-5 1. SEE FINISH SCHEDULE ON FOR FINISH INFO. 2. SEE STRUCTURAL DRAWINGS, IF APPLICABLE, FOR FRAMING AND SUPPORT OF STOREFRONT. G.C. TO ADVISE IMMEDIATELY IF STOREFRONT DESIGN/LAYOUT CANNOT BE ACHIEVED DUE TO FIELD CONDITIONS. 3. SEE MEP DRAWINGS FOR COORDINATION OF ALL EQUIPMENT/DEVICES IN STOREFRONT AREAS. 4. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF DISPLAY WINDOW TO FINISH FLOOR LEVEL. 5. EMERGENCY RELEASE DEVICE & KEY ACCESS BOXES TO BE INSTALL ON LEFT SIDE OF ENTRY AS YOU EXIT STORE. 6. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF STOREFRONT WINDOWS TO FINISH FLOOR LEVEL. STOREFRONT GENERAL NOTES STOREFRONT ELEVATION - UPPER LEVEL 2 SCALE: 1/4" = 1'-0"INTERIOR JG A-601 STOREFRONT ELEVATIONS STOREFRONT FINISH LEGEND SYMBOL DESCRIPTION WALL SHIELDING BY G.C. SEE CONSTRUCTION PLAN FOR MORE INFO. REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION STOREFRONT ELEVATION - LOWER LEVEL 1 SCALE: 1/4" = 1'-0"INTERIOR ± 1 ' - 7 3 4" ± 2 3 4" ± 2 ' - 4 12" DASHED LINE INDICATES LINE OF SOFFIT ABOVE LINE OF EXISTING ROLL UP GRILLE ABOVE EXISTING ROLL UP GRILLECL ON EXISTING STOREFRONT FINISH WC-1 TENANT LEASE LINE (V.I.F.) ON EXISTING STOREFRONT FINISH WC-1 MALL CORRIDOR HATCH INDICATES EXISTING CONSTRUCTION/STRUCTURE TO REMAIN ON EXISTING STOREFRONT FINISH WC-1 EXISTING STOREFRONT GLAZING AND BASE OPEN WINDOW ±1'-91 2" ±1 ' - 6 3 8" ±7 5 8" ± 53 4"± 1'-13 4" ± 1'-71 2" ±1 0 1 4" ±8 1 4" ±1'-71 4" OPEN WINDOW MALL CORRIDOR ON EXISTING STOREFRONT FINISH WC-1 EXISTING STOREFRONT GLAZING AND BASE LINE OF EXISTING ROLL UP GRILLE ABOVE EXISTING ROLL UP GRILLECL HATCH INDICATES EXISTING CONSTRUCTION/STRUCTURE TO REMAIN ON EXISTING STOREFRONT FINISH WC-1 DASHED LINE INDICATES LINE OF SOFFIT ABOVE TENANT LEASE LINE (V.I.F.) ±2 ' - 0 3 / 4 " ±2'-0 3/4" ±2'-0 3/4" ±2 ' - 0 3 / 4 " HATCH INDICATED EXISTING CONSTRUCTION TO REMAIN. PAINTED ON EXISTING STOREFRONT FINISH WC-1 PT-5 ON EXISTING STOREFRONT FINISH WT-3 HATCH INDICATED EXISTING CONSTRUCTION TO REMAIN. EXISTING STOREFRONT GLAZING AND BASE HATCH INDICATES EXISTING CONSTRUCTION/STRUCTURE TO REMAIN TENANT LEASE LINE (V.I.F.) REFER TO FINISH PLAN FOR WALL FINISH OPEN WINDOW MALL CORRIDOR 14'-9 1/2" 5' - 3 " 5' - 0 1 / 4 " 15'-3" 2 3/4"2 3/4" 9 7/8"9 7/8" 16'-10 3/4" 5' - 7 3 / 4 " PODIUM PLACED 100MM DISTANCE FROM FACADE WINDOW LINE FRONT/ SIDES AND BACKWALL CLAD IN PLASTERBOARD, SPACKELED AND PAINTED 2 3 / 4 " 6 A-602 7 A-603 8 A-602 ELECTRICITY OUTLET WITH A LID AND BE LOCKABLE 10 A-602 TB-2 SKIRTING TO BE INSTALLED ON BACK AND SIDES OF BACK DROP 9' - 2 " 2" ±4 " ( H E I G H T T O M A T C H EX I S T I N G S F G L A Z I N G B A S E ) 14'-9 1/2"2 3/4"2 3/4" 16'-10 3/4" 9 7/8"9 7/8" 15'-3" 8' - 1 0 " ELECTRICITY OUTLET /NEEDS TO HAVE A LID AND BE LOCKABLE PLACED BACK END ON PODIUM BASE FOR MINIMUM VISIBILITY FINISHED FLOORING LEVEL POWDER COATED RAL 7021 METAL EDGE COVER, ALL CORNERS BENT 90 DEGREES 8' - 1 0 3 / 4 " ±4 " 2 3/4" FACADE WINDOW ±4 3/4" 2" 2" POWDER COATED RAL 7021 METAL EDGE COVER, 1330 - 1530 4" 1520 - 5'-7 3/4" 4 3/4" PODIUM PLACED 100MM DISTANCE FROM FACADE WINDOW BLACK ABS BOARD TO COVER PODIUM BASE FRONT AND SIDE EDGES FACADE FRAMING ES-1 PLASTER BACKWALL AND TOP/ PAINTED IN WALL COLOUR PLASTER PODIUM TOP, WHITE MELAMINE BOARD PLASTER 2 METAL PROFILE EDGE RAISE ABOVE PODIUM TOP BY 2MM TO PROTECT TOP EDGE METAL L-BRACKETS PODIUM BASE STRUCTURE IN 22MM MDF BARD ADD CORNER PROTECTION AND SAND BEFORE PAINTING ON TOP AND SIDES OF PODIUM BACK WALL POWDER COATED RAL 7021 METAL EDGE COVER 18MM MDF BASE STRUCTURE BLACK ABS BOARD DETAIL 9/A-602 10 A-602 TB-2 SKIRTING METAL COVER ON FRONT, ALL CORNERS BENT 90 DEGREES STRIVE TO HAVE MIN RADIUS IN CORNER, METAL COVER ATTACHED FROM BOTTOM SIDE PODIUM TOP IN WHITE MELAMINE BOARD, BLACK METAL FRONT EDGE TO RISE 2MM ABOVE PODIUM TOP SIDES BLACK MELAMINE TO COVER PODIUM BASE FRONT EDGE COVER BAND AGAINST FLOORING TO PREVENT WATER DAMAGE 2" 18MM MDF BASE STRUCTURE METAL COVER ATTACHMENT SCREWS POSITION ES-1 2 3/4" ±4 ( H E I G H T T O M A T C H HE I G H T O F E X I S T I N G ST O R E F R O N T GL A Z I N G B A S E ) CORNER BEAD JOINT TO BE SEALED WITH PAINTERS FILLER PODIUM PLACED 100MM DISTANCE FROM FACADE WINDOW LINE, TYP. 8'-9 7/8" 9'-0 3/4" 2 3/4" 2 3 / 4 " 2' - 6 1 / 2 " 2 3 / 4 " 3' - 0 " 4" 4" 12 A-602 PODIUM PLACED FLUSH TO WALL PODIUM TOP, WHITE MELAMINE BOARD 2M M METAL PROFILE EDGE RAISE ABOVE PODIUM TOP BY 2MM TO PROTECT TOP EDGE METAL L-BRACKETS PODIUM BASE STRUCTURE IN 22MM MDF BARD POWDER COATED RAL 7021 METAL EDGE COVER 18MM MDF BASE STRUCTURE BLACK ABS BOARD DETAIL 9/A-602DETAIL 9/A-602 2 3/4" JG A-602 STOREFRONT PLAN DETAILS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION STOREFRONT PLAN DETAIL 1 1 SCALE: 1 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 4 4 SCALE: 1 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 2 2 SCALE: 1 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 3 3 SCALE: 1 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 5 5 SCALE: 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 8 8 SCALE: 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 6 6 SCALE: 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 7 7 SCALE: 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 9 9 SCALE: 3" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 10 10 SCALE: 6" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 12 12 SCALE: 1/2" = 1'-0"INTERIOR STOREFRONT PLAN DETAIL 11 11 SCALE: 1/2" = 1'-0"INTERIOR G.C TO FURNISH 5/8" "TYPE-X" GYP. BD. AT VERTICAL MALL BULK-HEAD (WITHIN H&M LEASE SPACE) TO MAINTAIN SMOKE TIGHT SEPARATION (TAPE & SPACKLED) TIGHT TO DECK ABOVE - (TYP.) WORK SHOULD BE INCLUDING IN FINAL BID PACKAGE. NOTE: IF GYP. BD. FINISH IS EXISTING PATCH AND REPAIR WITH "TYPE-X" GYP. BD. TO MAINTAIN SMOKE TIGHT ASSEMBLY AT MALL BULKHEAD (TYP.) G.C TO FURNISH H&M WITH A CREDIT. G.C. TO SITE VERIFY ALL EXISTING SITE CONDITIONS BEFORE CONSTRUCTION BEGINS 1. SIGNAGE VENDOR TO SUBMIT SIGNAGE SHOP DRAWINGS AND OBTAIN LANDLORD APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE LANDLORD CONTACT ON TITLE SHEET. 2. G.C. TO COORDINATE ALL SIGNAGE WITH E.C., ELECTRICAL DRAWINGS AND SIGN VENDOR DRAWINGS. REPORT ANY DISCREPANCIES PRIOR TO ROUGH-IN. G.C. / ELECTRICAL CONTRACTOR TO FURNISH ALL ELECTRICAL REQUIREMENTS (TYP.). 3. G.C. TO PULL ELECTRICAL WHIPS FOR SIGNAGE PRIOR TO INSTALLATION BY TENANT VENDOR 4. G.C. TO COORDINATE SIGN INSTALLATION AND LOCATION OF SIGNAGE WITH SIGN TENANT VENDOR AND H&M PROJECT MANAGER. VERIFY ANY BLOCKING OR FRAMING REQUIREMENTS THAT MAY BE REQUIRED FOR PROPER INSTALLATION PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES AND/OR OBSTRUCTIONS TO THE PROJECT ARCHITECT AND H&M P.M. ACCORDINGLY. 5. ALL SIGNAGE SHOWN FURNISHED AND INSTALLED BY SIGN VENDOR U.O.N. SEE SHT. A-609 FOR SIGNAGE TYPES AND MORE INFO. 1. SEE FINISH SCHEDULE ON SHEET A-521 FOR FINISH INFO. 2. SEE STRUCTURAL DRAWINGS, IF APPLICABLE, FOR FRAMING AND SUPPORT OF STOREFRONT. G.C. TO ADVISE IMMEDIATELY IF STOREFRONT DESIGN/LAYOUT CANNOT BE ACHIEVED DUE TO FIELD CONDITIONS. 3. SEE MEP DRAWINGS FOR COORDINATION OF ALL EQUIPMENT/DEVICES IN STOREFRONT AREAS. 4. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF STOREFRONT WINDOWS TO FINISH FLOOR LEVEL. 5. EMERGENCY RELEASE DEVICE & KEY ACCESS BOXES TO BE INSTALL ON LEFT SIDE OF ENTRY AS YOU EXIT STORE. STOREFRONT GENERAL NOTES SIGNAGE GENERAL NOTES NOTES ± 4 " SIM. MALL COMMON AREA 4 A-608 SALES AREA LEASE LINE ON EXISTING STOREFRONT FINISH, PAINTED WC-1 HATCH INDICATES EXISTING FRAMING TO REMAIN ON EXISTING STOREFRONT FINISH WC-1 13 ' - 6 " EXISTING MALL CEILING, G.C. TO PROTECT DURING CONSTRUCTION 0'-0" A.F.F. FINISHED FLOOR ± 13'-10" T.O. H&M STORE FRONT FINISHED FLOORING. REFER TO SHEET FINISH PLAN SHT. FOR MORE INFO. EXISTING ENTRANCE CEILING AND BULKHEAD TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FOR MORE INFO EXISTING SALES AREA CEILING TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FOR MORE INFO EXISTING EXPOSED STAINLESS STEEL TO REMAIN, HEIGHT TO MATCH GLAZING BASE PT-5 0'-0" A.F.F. FINISHED FLOOR ± 4 " MALL COMMON AREAENTRANCE PORTAL ON EXISTING STOREFRONT METAL PANEL PAINTED WC-1 LEASE LINE ± 13'-10" T.O. H&M STORE FRONT ± 11'-9 3/4" U.S OF STOREFRONT OPENING LINE AT EXISTING OVERHEAD ROLLING GRILLE INTERNALLY ILLUMINATED SUSPENDED FACE LIT "H&M" LOGO SIGN (600MM - RAL 7021)EXISTING ENTRANCE CEILING AND BULKHEAD TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FOR MORE INFO EXISTING SALES AREA CEILING TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FOR MORE INFO 11 ' - 5 3 4" 2' - 0 1 4" EXISTING MALL CEILING, G.C. TO PROTECT DURING CONSTRUCTION FINISHED FLOORING. REFER TO SHEET FINISH PLAN FOR MORE INFO 1 A-608 EXISTING EXPOSED STAINLESS STEEL TO REMAIN, HEIGHT TO MATCH GLAZING BASE PT-5 ON EXISTING STOREFRONT FINISH, PAINTED WC-1 PT-5 EXISTING EXPOSED STAINLESS STEEL TO REMAIN, HEIGHT TO MATCH GLAZING BASE OPEN TO ENTRANCE EXISTING OPEN WINDOW CEILING TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FOR MORE INFO 0'-0" A.F.F. FINISHED FLOOR ± 13'-10" T.O. H&M STORE FRONT ± 11'-9 3/4" T.O. STOREFRONT GLAZING LEASE LINE EXISTING STOREFRONT GLAZING EXISTING MALL CEILING, G.C. TO PROTECT DURING CONSTRUCTION ± 4 " 11 ' - 5 3 4" 2' - 0 1 4" EXISTING TRACK LIGHTING NEW STOREFRONT PODIUM PLATFORM 2 A-608 ON EXISTING STOREFRONT METAL PANEL PAINTED WC-1 PT-5 ON EXISTING STOREFRONT FINISH, PAINTED WC-1 PT-5 3 A-608 TYP. ± 15'-7 1/4" T.O. H&M STORE FRONT (UPPER LEVEL) 0'-0" A.F.F. FINISHED FLOOR ON EXISTING SUBSTRATE ON EXISTING STOREFRONT FINISH (5 FULL TILES) WT-3 HATCH INDICATES EXISTING FRAMING AND STRUCTURE TO REMAIN EXISTING MALL CEILING, G.C. TO PROTECT DURING CONSTRUCTION EXISTING SALES AREA CEILING TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FOR MORE INFO EXISTING SALES AREA WALL TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FINISHED FLOORING. REFER TO SHEET FINISH PLAN FOR MORE INFO EXISTING SALES AREA BASE LEASE LINE, SITE VERIFY LOCATION ON EXISTING STOREFRONT FINISH, PAINTED WC-1 PT-5 EXISTING CONDITIONS AND FRAMING ARE ASSUMED, G.C. TO ENSURE TO SITE VERIFY ALL CONDITIONS BEFORE BEGINNING DEMOLITION/CONSTRUCTION. NOTE SECTION - STOREFRONT ENTRANCE 2 SCALE: 1" = 1'-0"STOREFRONT SECTION - STOREFRONT PORTAL 1 SCALE: 1" = 1'-0"STOREFRONT JG A-604 STOREFRONT SECTIONS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION SECTION - STOREFRONT GLAZING 3 SCALE: 1" = 1'-0"STOREFRONT SECTION - STOREFRONT WALL (UPPER LEVEL)4 SCALE: 1" = 1'-0"STOREFRONT MALL COMMON AREA HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN LEASE LINE, G.C. TO SITE VERIFY LOCATION EXISTING STOREFRONT ENTRANCE CEILING TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FOR MORE INFO STOREFRONT ENTRANCE ON EXISTING STOREFRONT FINISH, PAINTED WC-1 PT-5 MALL COMMON AREA HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN LEASE LINE, G.C. TO SITE VERIFY LOCATION ON EXISTING STOREFRONT FINISH, PAINTED WC-1 EXISTING STOREFRONT GLAZING EXISTING OPEN WINDOW CEILING TO RECEIVE NEW PAINT FINISH, REFER TO FINISH PLAN FOR MORE INFO OPEN DISPLAY WINDOW PT-5 MALL COMMON AREA SALES AREA HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN LEASE LINE, G.C. TO SITE VERIFY LOCATION OVER 1/2" THK. CEMENT BD. WT-3 METAL TRANSITION PROFILE, COLOUR TO MATCH .SS-1 TILE ADHESIVE 5/8" 1/8" TILE ADHESIVE EXISTING GYP. WALL BD. REFER TO FINISH PLAN FOR PAINT COLOUR ON EXISTING STOREFRONT FINISH, PAINTED WC-1 PT-5 HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN MALL COMMON AREA ± 4 " E X P O S E D EXISTING STAINLESS STEEL FINISH. HEIGHT TO MATCH EXISTING STOREFRONT GLAZING BASE. LEASE LINE ON EXISTING STOREFRONT FINISH, PAINTED WC-1 PT-5 JG A-608 STOREFRONT DETAILS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION SECTION DETAIL - EXISTING STOREFRONT OPENING 1 SCALE: 1 1/2" = 1'-0" SECTION DETAIL - EXISTING STOREFRONT GLAZING 2 SCALE: 1 1/2" = 1'-0" SECTION DETAIL - BASE AT EXISTING STOREFRONT 4 SCALE: 6" = 1'-0" SECTION DETAIL - WT-3 TO WC-1 CHANGE 3 SCALE: 6" = 1'-0" ACRYLIC INTERNALLY ILLUMINATED STOREFRONT SIGNAGE. SIGN TO BE SECURED TO STOREFRONT WALL BEHIND. NOTE: A. SIGN CONTRACTOR TO PROVIDE TO CLIENT. ARCHITECT AND LANDLORD SIGN SHOP DRAWINGS FOR APPROVAL PRIOR TO SIGN FABRICATION. B. ALL SIGNS MUST BE SUBMITTED SEPARATELY WITH FULL DETAILS AS TO MANUFACTURE AND ATTACHMENT. C. G.C. SHALL PROVIDE AND INSTALL ACCESS PANEL(S) AS REQUIRED PER CODE. IF LOCATION OF ACCESS PANEL IS NOT IN LEASED AREA G.C. TO COORDINATE LOCATION WITH LANDLORD ON-SITE REPRESENTATIVE. VARIES (V.I.F.) VA R I E S (V . I . F . ) 6 A-609 4 A-609 C OF SIGN LOGO AND OF ENTRY OPENINGL LINE OF CEILING/SOFFIT 3/8" PERSPEX 4T47 RED ACRYLIC FACED INTERNALLY ILLUMINATED STOREFRONT SIGNAGE. METAL CAN LETTERS WITH REMOTE TRANSFERS. 1/2" HORIZONTAL SUPPORT SIGN SUSPENSION TO MATCH SIGN CAN FINISH. FASTENED INTERNALLY PRIOR TO FACE ATTACHMENT. VARIES SE E S T O R E F R O N T S H T S . MA I N S I G N 1-1/2" X 1-1/2" INSERTION TUBE STEEL MOUNTING BRACKET (AND INTEGRAL STRUCTURE ON SIGN SUPPORT) WITH PRE DRILLED SECURING PLACEMENT. ADJUST LENGTH OF SUPPORTS AS REQUIRED TO ENSURE TOP OF H&M ENTRY SIGNS ALIGN WITH TOP OF H&M STOREFRONT WINDOW SIGNS (WHERE EXISTS). ALSO STOREFRONT ELEVATION SHEETS. MOUNTING BRACKETS, HARDWARE, ETC. AND ALL RETURNS TO BE PRE-FINISHED PAINTED WHITE. SIGN TRANSFORMER BOX WITH DISCONNECT. 18 GAUGE BOX BEAM HEADER SIGN SUPPORT. METAL FRAMING FOR CEILING ACCESS PANEL. 1" Ø HOLE FOR ELECTRICAL FEED. TWO REQUIRED AT BRACKETS. CONNECTION DETAIL BY OTHERS. CONNECTION DETAIL SHOWN FOR REPRESENTATIONAL PURPOSES ONLY. 1-1/2" X 1-1/2" INSERTION TUBE STEEL MOUNTING BRACKET (AND INTEGRAL STRUCTURE ON SIGN SUPPORT) WITH PRE DRILLED SECURING PLACEMENT. ADJUST LENGTH OF SUPPORTS AS REQUIRED TO ENSURE TOP OF H&M ENTRY SIGNS ALIGN WITH TOP OF H&M STOREFRONT WINDOW SIGNS (WHERE EXISTS). ALSO STOREFRONT ELEVATION SHEETS. MOUNTING BRACKETS, HARDWARE, ETC. AND ALL RETURNS TO BE PRE-FINISHED PAINTED WHITE. 3/8" ACRYLIC SIGN PACE SCREWED TO SIGN CAN. PERSPEX 4T47 RED ACRYLIC. FINISH INTERIOR OF SIGN WHITE ENAMEL. RED LED LIGHTING BY SIGN CONTRACTOR. 3/4" METAL CLAD SIGN BACKER WITH INTERIOR NEON APPLIED. VARIES ACRYLIC INTERNALLY ILLUMINATED STOREFRONT SIGNAGE. SIGN TO BE SECURED TO STOREFRONT WALL BEHIND. NOTE: A.SIGN CONTRACTOR TO PROVIDE TO CLIENT, ARCHITECT AND LANDLORD SIGN SHOP DRAWINGS FOR APPROVAL PRIOR TO SIGN FABRICATION. B.ALL SIGNS MUST BE SUBMITTED SEPARATELY WITH FULL DETAILS AS TO MANUFACTURE AND ATTACHMENT. C. GC SHALL PROVIDE AND INSTALL ACCESS PANEL(S) AS REQUIRED PER CODE. IF LOCATION OF ACCESS PANEL IS NOT IN LEASED AREA GC TO COORDINATE LOCATION WITH LANDLORD ON-SITE REPRESENTATIVE. PROPOSED 3/16" ACRYLIC SIGN FACE GLUED TO SIGN CAN. PERSPEX 4T47 RED ACRYLIC. 34mm SIGNAGE PROVIDED AND INSTALLED BY SIGNAGE VENDOR. COORDINATE INSTALLATION WITH LANDLORD MOUNTING HARDWARE AS REQUIRED 2mm ALUMINUM, POWDER COATED INSIDE AND OUTSIDE RAL 9002 36" APPROX. (900mm.) 36 " (9 0 0 m m . ) VERIFY VERIFY 1" SQ. TUBE RED ACRYLIC FACE 'A''B' PODIUM PROVIDED & INSTALLED BY SIGN VENDOR. PODIUM AND EDGES/BACK OF "H&M" LOGO SIGN TO BE CLAD IN MIRROR POLISHED STAINLESS STEEL. PODIUM TO BE STATIONARY, WITHOUT WHEELS 12 " (3 0 0 m m . ) 3B A-609 5 A-609 1' - 7 1 1 / 1 6 " 4 1 / 2 " 4 7 / 8 " 2 1/8"1 15/16" 10 1 / 4 " 1'-3 9/16" 4"1'-7 11/16" WALL MOUNTED DOUBLE-SIDED FLAGSIGN CASE WELDED ALUMINUM WITH CUT OUT LOGOTYPE, POWDER PAINTED RAL9002, INSIDE POWDER PAINTED RAL9002 LOGOTYPE CUT OUT FROM 3/8" PERSPEX 4T47 RED ACRYLIC. 6" X 6" SQUARE COVER PLATE ON WALL POSTS. NO VISIBLE FIXINGS INTERNALLY ILLUMINATED "PUSH-THRU" H&M SIGNAGE FLUSH MTD. TO STOREFRONT FACADE. NOTE: FRAMING OF PUSH-THROUGH SIGN PROVIDED BY G.C. FRAMING MUST ACCOMMODATE ENTIRE DEPTH OF PAN (3" V.I.F.) AND FACE SO THAT FACE SITS FLUSH WITH SURROUNDING ACM PANELS. FRAMING NOT TO OBSTRUCT ANY SALES AREA WALL FIXTURES THAT MAY OCCUR ON OPP. SIDE OF WALL. VERIFY WALL CONSTRUCTION AND THICKNESS PRIOR TO INSTALLATION. SEE SHT. A-600 FOR SIGN ACCESS INFO 1/16" THK. ALUMINUM FACE WITH 1/2" RETURN. 3 1/4" 3' - 0 " 3" DEEP, 1/8" THK. ALUMINUM PAN WITH 1" LIP G.C. TO PROVIDE FRAMING FOR SIGN. SEE SHOP DRAWINGS FOR MORE INFO. SHOULDER CUT ACRYLIC LETTERS 4' X 8' ACM PANELS . WRAP ACM INTO SEAMS FOR CLEAN/SMOOTH FINISH (TYP.) ACM-1 3' - 0 " INTERNALLY ILLUMINATED "PUSH-THRU" H&M SIGNAGE FLUSH MTD. TO STOREFRONT FACADE, PROVIDED AND INSTALLED BY TENANT VENDOR. G.C. TO PROVIDE FRAMING FOR SIGN. SEE SHT. A-606 & SHOP DRAWINGS FOR MORE INFO. NOTE: FRAMING OF PUSH-THROUGH SIGN PROVIDED BY G.C. FRAMING MUST ACCOMMODATE ENTIRE DEPTH OF PAN (3" V.I.F.) AND FACE SO THAT FACE SITS FLUSH WITH SURROUNDING ACM PANELS. FRAMING NOT TO OBSTRUCT ANY SALES AREA WALL FIXTURES THAT MAY OCCUR ON OPP. SIDE OF WALL. G.C. TO COORDINATE CUT-OUT IN PANELS AND VERIFY WALL CONSTRUCTION AND THICKNESS PRIOR TO INSTALLATION. VERIFY VE R I F Y VERIFY EQ.EQ. EQ . EQ . 4' X 8' ACM PANELS . CL CL 9 A-609 ACM-1 2" MIN.2" MIN. 2" M I N . 2" M I N . DISCONNECT SWITCH POWER SUPPLY 1 1/2" SCH. 40 PIPE ELECTRICAL WIRE 1 1/2" ALUMINUM ANGLE WELDED TO .125 ALUMINUM RETURN. 1/2" LOGO FROM THICK SHOULDER CUT CLEAR PLEX WITH ROUTER CUT FROSTED EDGES. BACK APPLIED VINYL TO MATCH 3/8" PERSPEX 4T47 RED ACRYLIC, AS REQUIRED BY H&M, TO BE ADHERED TO FACE UTILIZING A COMBINATION OF DOUBLE SIDED VHB TAPE AND SILICONE. REMOVABLE .125 ALUMINUM FACE. POWDER PAINTED RAL9002 FINISH. STATIONARY .125 ALUMINUM FACE. POWDER PAINTED RAL9002 FINISH. 1"x1"x3/16" ALUMINUM ANGLE ADHERED TO INSIDE OF FACE WITH LORDS ADHESIVE. 1" ANGLE IS SCREWED TO RETURN WITH A #8 COUNTERSUNK SCREW TO ALLOW FACE TO BE REMOVABLE. #8 COUNTER SUNK SCREW .125 ALUMINUM RETURN WELDED TO .125 STATIONARY FACE. POWDER PAINTED RAL9002 FINISH. 1/8" CLEAR ACRYLIC 3" DASHED LINE OF 3" SQUARE COVER PLATE ON WALL POSTS BEYOND. DASHED LINE OF 3" SQUARE COVER PLATE ON WALL POSTS BEYOND. STOREFRONT SIGN ELEVATION DETAILS - SUSPENDED 1 SCALE: N.T.S. STOREFRONT SIGN SECTION DETAIL - SUSPENDED 4 SCALE: N.T.S. ELEVATION/SECTION - STOREFRONT PODIUM MTD. SIGN 7 SCALE: N.T.S. ELEVATION DETAIL - BLADE SIGN 2 SCALE: N.T.S. SECTION DETAIL - BLADE SIGN 5 SCALE: N.T.S. ELEVATION DETAIL - STOREFRONT PUSH-THROUGH SIGN 8 SCALE: N.T.S. STOREFRONT SIGN ELEVATION DETAILS - FLUSH MTD.3 SCALE: 1/8" = 1'-0" STOREFRONT SIGN SECTION DETAIL - FLUSH MTD.6 SCALE: 1/8" = 1'-0" SECTION DTL - STOREFRONT PUSH-THROUGH SIGN 9 SCALE: 1/8" = 1'-0" LF A-609 SIGNAGE DETAILS NOT USED NOT USED REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOT USED NOT USEDNOT USED NOTE: SIGNAGE UNDER SEPARATE PERMIT 1 1 02.13.23 REVISED PER CITY COMMENTS PT-1 PT-1 OPEN TO DIVIDED SALES AREA OPEN TO DIVIDED SALES AREAOPEN TO MEN'S SALES AREA 10'-6" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 0'-0" A.F.F. FINISH FLOOR 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 PT-5 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. PT-5 PT-5 PT-5 PORTAL SIDES PT-5 PORTAL SIDES PT-11 PORTAL SIDES PT-11 PORTAL SIDES PT-11 PORTAL SIDE WC-1 PAINTED PT-5 ALL SIDES 32 9 1 4 1 - 0 1 PT-5 PAINTED NAVIGATION: MEN'S PAINTED NAVIGATION: WOMEN'S 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 0 8 7 6 - 0 1 TB-2 TB-2 TB-2 EXISTING STAINLESS STEEL FINISH. HEIGHT TO MATCH ADJACENT STOREFRONT BASE 10'-6" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 0'-0" A.F.F. FINISH FLOOR 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. PT-5 TB-2 PAINTED NAVIGATION: ELEVATOR 10'-6" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 11'-9 3/4" A.F.F. (EXISTING) T/O OF GLAZING 0'-0" A.F.F. FINISH FLOOR PT-1 PT-1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 U/S OF POSTER CHANNEL TO BE MOUNTED 6" BELOW TRACK HEADS, CONFIRM HEIGHT ON SITE 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 2 1 9 0 - 0 1 32 2 2 0 7 - 0 1 PT-5 PT-5PT-5 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. TB-2 TB-2 TB-2 6" 10'-6" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 0'-0" A.F.F. FINISH FLOOR 32 2 1 9 0 - 0 1 32 2 2 0 7 - 0 1 32 2 2 0 7 - 0 1 PT-5 TB-2 9' - 2 " OPEN TO KID'S SALES AREA OPEN TO KID'S SALES AREA OPEN TO KID'S SALES AREA 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 321316-01 321316-01 PT-5 PORTAL SIDES PT-5 PORTAL SIDES PAINTED NAVIGATION: KIDS PAINTED NAVIGATION: KIDS PT-3 ALIGN PAINT TRANSTION WITH PORTAL OPENING 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 3 9 - 0 1 32 9 8 3 9 - 0 1 321316-01 PT-3 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 3 9 - 0 1 321316-01 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 3 9 - 0 1 32 9 8 3 9 - 0 1 PT-3PT-3 PT-3 PORTAL SIDES PT-3 PORTAL SIDES PT-3 PORTAL SIDES PT-1 PT-1 WC-1 PAINTED PT-5 ALL SIDES EXISTING STAINLESS STEEL FINISH. HEIGHT TO MATCH ADJACENT STOREFRONT BASE 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 PT-3 10'-6" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 11'-9 3/4" A.F.F. (EXISTING) T/O OF GLAZING 0'-0" A.F.F. FINISH FLOOR TB-2 TB-2 TB-2 PAINTED NAVIGATION: STORE GUIDE OPEN TO KID'S SALES AREA OPEN TO FITTING ROOMS 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 7 6 - 0 2 321316-01 321316-01 321316-01 321316-01 PT-7 PT-7 PORTAL SIDES PT-7 PORTAL SIDESPT-5 PORTAL SIDES PT-5 PORTAL SIDES PAINTED NAVIGATION: KIDS PAINTED NAVIGATION: FITTING ROOMS PT-3 ALIGN PAINT TRANSTION WITH PORTAL OPENING 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 3 9 - 0 1 TB-2 PIVOT POINT OPEN TO MALL CORRIDOR WC-1 PAINTED PT-5 ALL SIDES WC-1 PAINTED PT-5 ALL SIDES PIVOT POINT 0'-0" A.F.F. FINISH FLOOR 10'-6" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. EXISTING STAINLESS STEEL FINISH. HEIGHT TO MATCH ADJACENT STOREFRONT BASE (ALL SIDES) EXISTING STAINLESS STEEL FINISH. HEIGHT TO MATCH ADJACENT STOREFRONT BASE (ALL SIDES) 8'-11" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 0'-0" A.F.F. FINISH FLOOR 10'-6" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 31 3 1 8 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 PT-7 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. TB-2 LOWER LEVEL - INTERIOR ELEVATION @ KID'S DEPARTMENT 2 SCALE: 1/4" = 1'-0" LF A-610 INTERIOR ELEVATIONS 1. ALL DEVICES - COORDINATE ELECTRICAL REQUIREMENTS AND HEIGHTS WITH H&M PROJECT MANAGER AND ELECTRICAL DRAWINGS. 2. SEE SHT. A-551.00 FOR MORE INFO. ON NON-LIT. NAVIGATION. 3. SEE EGRESS SHEETS FOR LOCATIONS & MORE INFO. ON EXIT SIGNS & FIRE EXTINGUISHER LOCATIONS. 4. G.C. TO COORDINATE ALL WARDROBE WALL OPENING DIMENSIONS WITH WARDROVE MANUFACTURER. 5. G.C. TO COORDINATE ALL DEVICES. COORDINATE ELECTRICAL REQUIREMENTS/HEIGHT WITH P.M. & ELEC. DWG'S. 6. G.C. TO COORDINATE HEIGHTS OF MTL. STRIPS WITH HEIGHTS OF WALL FIXTURE INSTALLATIONS. VERIFY MOUNTING HEIGHTS AND REQUIREMENTS WITH SEASONAL H&M INSTRUCTION GUIDE. PROVIDE ADDTL. BLOCKING IF REQUIRED. NOTES NOTE: G.C TO COORDINATE GRAPHICS INSTALLATION WITH "2019 - BLUE/RED MOD STORE" GRAPHIC INSTALLATION CATALOGUE AND VERIFY WITH H&M PROJECT MANGER PRIOR TO INSTALLATION (TYP.) REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION LOWER LEVEL - INTERIOR ELEVATION @ KID'S DEPARTMENT 3 SCALE: 1/4" = 1'-0" LOWER LEVEL - INTERIOR ELEVATION @ DIVIDED/MEN'S DEPARTMENT (PARTIAL)6 SCALE: 1/4" = 1'-0" LOWER LEVEL - INTERIOR ELEVATION @ KID'S DEPARTMENT 1 SCALE: 1/4" = 1'-0" LOWER LEVEL - INTERIOR ELEVATION @ DIVIDED/MEN'S DEPARTMENT (CONTIINUED)6 SCALE: 1/4" = 1'-0" LOWER LEVEL - INTERIOR ELEVATION @ KID'S DEPARTMENT 4 SCALE: 1/4" = 1'-0" LOWER LEVEL - INTERIOR ELEVATION @ DIVIDED DEPARTMENT 5 SCALE: 1/4" = 1'-0" LOWER LEVEL - INTERIOR ELEVATION @ MEN'S DEPARTMENT 7 SCALE: 1/4" = 1'-0" MA T C H L I N E MA T C H L I N E 1 02.13.23 REVISED PER CITY COMMENTS 10'-6" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 0'-0" A.F.F. FINISH FLOOR 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 31 3 1 8 3 - 0 2 321316-01 321316-01 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 32 0 8 2 3 - 0 2 ±68'-3 1/8" ALIGN PAINT TRANSTION WITH CENTERLINE OF ROOM DIVIDER PT-7 PT-3 PT-3 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 3 9 - 0 1 32 9 8 3 9 - 0 1 321316-01 321316-01 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 4 0 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 9 8 3 9 - 0 1 PT-11 PT-1 PT-1 TB-2 TB-2 TB-2 32 0 4 5 7 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 0 4 5 7 - 0 1 32 0 4 5 7 - 0 1 307516-01 321316-01 321316-01 321316-01 321316-01 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 7 6 - 0 1 PT-2 PAINTED NAVIGATION: ELEVATOR G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. PT-2 PT-2PT-1 0'-0" A.F.F. FINISH FLOOR 10'-5" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 11'-9 3/4" A.F.F. (EXISTING) T/O OF GLAZING PT-1 TB-2 TB-2 TB-2 U/S OF POSTER CHANNEL TO BE MOUNTED 6" BELOW TRACK HEADS, CONFIRM HEIGHT ON SITE 6" OPEN TO FITTING ROOMS OPEN TO WOMEN'S SALES AREA 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 0 8 7 6 - 0 1 PT-2 PT-2 ±8 ' - 6 " HE I G H T T O M A T C H EX I S T I N G B / H ±8 ' - 6 " HE I G H T T O M A T C H EX I S T I N G B / H PAINTED NAVIGATION: FITTING ROOM ±9 ' - 0 5 / 8 " EQ.EQ. 0'-0" A.F.F. FINISH FLOOR 10'-5" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. TB-2 TB-2 0'-0" A.F.F. FINISH FLOOR 10'-5" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 321316-01 321316-01321319-01 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 7 6 - 0 1 PT-2 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. TB-2 OPEN TO MALL CORIDOR PIVOT POINT PT-5 ALL SIDES WC-1 PAINTED PT-5 ALL SIDES WC-1 PAINTED PT-5 ALL SIDES PIVOT POINT 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 321316-01321316-01 32 0 4 5 7 - 0 1 32 0 4 5 7 - 0 1 32 0 4 5 7 - 0 1 PT-2 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. 32 1 5 7 1 - 0 2 0'-0" A.F.F. FINISH FLOOR 10'-5" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. EXISTING STAINLESS STEEL FINISH. HEIGHT TO MATCH ADJACENT STOREFRONT BASE (ALL SIDES) EXISTING STAINLESS STEEL FINISH. HEIGHT TO MATCH ADJACENT STOREFRONT BASE (ALL SIDES) WC-1 PAINTED 0'-0" A.F.F. FINISH FLOOR 10'-5" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. PIVOT POINT 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 7 6 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. PT-2 PT-2 PT-2 PT-2 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 321316-01 321316-01 321316-01 321316-01 321316-01 TB-2 TB-2 U/S OF POSTER CHANNEL TO BE MOUNTED 6" BELOW TRACK HEADS, CONFIRM HEIGHT ON SITE 6" 0'-0" A.F.F. FINISH FLOOR 10'-5" A.F.F. (EXISTING) U/S OF GYP. BD. CLG. 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 0 8 7 6 - 0 1 32 0 8 2 3 - 0 1 PIVOT POINT 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 31 3 1 8 3 - 0 1 32 0 8 7 6 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 32 0 8 2 3 - 0 1 PT-2PT-2 G.C. TO ENSURE ADEQUATE BLOCKING IN WALL FOR FIXTURE INSTALLATION. TB-2 LOWER LEVEL - INTERIOR ELEVATION @ MEN'S/DIVIDED DEPARTMENT 1 SCALE: 1/4" = 1'-0" LF A-611 INTERIOR ELEVATIONS 1. ALL DEVICES - COORDINATE ELECTRICAL REQUIREMENTS AND HEIGHTS WITH H&M PROJECT MANAGER AND ELECTRICAL DRAWINGS. 2. SEE SHT. A-551.00 FOR MORE INFO. ON NON-LIT. NAVIGATION. 3. SEE EGRESS SHEETS FOR LOCATIONS & MORE INFO. ON EXIT SIGNS & FIRE EXTINGUISHER LOCATIONS. 4. G.C. TO COORDINATE ALL WARDROBE WALL OPENING DIMENSIONS WITH WARDROVE MANUFACTURER. 5. G.C. TO COORDINATE ALL DEVICES. COORDINATE ELECTRICAL REQUIREMENTS/HEIGHT WITH P.M. & ELEC. DWG'S. 6. G.C. TO COORDINATE HEIGHTS OF MTL. STRIPS WITH HEIGHTS OF WALL FIXTURE INSTALLATIONS. VERIFY MOUNTING HEIGHTS AND REQUIREMENTS WITH SEASONAL H&M INSTRUCTION GUIDE. PROVIDE ADDTL. BLOCKING IF REQUIRED. NOTES NOTE: G.C TO COORDINATE GRAPHICS INSTALLATION WITH "2019 - RED MOD STORE" GRAPHIC INSTALLATION CATALOGUE AND VERIFY WITH H&M PROJECT MANGER PRIOR TO INSTALLATION (TYP.)REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 2 SCALE: 1/4" = 1'-0" UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 5 SCALE: 1/4" = 1'-0" UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 3 SCALE: 1/4" = 1'-0" UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 4 SCALE: 1/4" = 1'-0" UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 7 SCALE: 1/4" = 1'-0" UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 6 SCALE: 1/4" = 1'-0" 1 02.13.23 REVISED PER CITY COMMENTS 6" 1 0'-0" A.F.F. FINISHED FLOOR 5 15 12 10 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK H&M SALES AREA 6" 1 0'-0" A.F.F. FINISHED FLOOR 5 15 12 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK H&M SALES AREA 10 PA N E L S Y S T E M SE E I N T E R I O R E L E V A T I O N S 6" 1 0'-0" A.F.F. FINISHED FLOOR 5 15 12 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK WALL-MTD. "STANDARD" WALL PANEL 1 0'-0" A.F.F. FINISHED FLOOR 5 14 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK 22 TI L E F I N I S H SE E T O I L E T R M . S H T . F O R E X T E N T TILE FINISH. SEE FINISH PLAN & TOILET ROOM SHTS. FOR MORE INFO. 15 SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL1 0'-0" A.F.F. FINISHED FLOOR 5 12 26 SEE RCP SHTS. U.S. OF EX'G DECK 16 15 G.C. TO PROVIDE F.R.T. BLOCKING BEHIND GYP. BD. AS REQ'D FOR FURNITURE & FIXTURES. SEE B.O.H. & MILLWORK SHTS. FOR MORE INFO. SEE RCP SHTS. FINISHED CLG. 25 SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL 6" 0'-0" A.F.F. FINISHED FLOOR 5 15 12 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK 20 1 1 0'-0" A.F.F. FINISHED FLOOR 5 12 26 SEE RCP SHTS. U.S. OF EX'G DECK STOCKROOM/ VISUAL ROOM 15 SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL 14A SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL 6" 1 0'-0" A.F.F. FINISHED FLOOR 5 15 12 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL 30 1 5 12 26 15 G.C. TO PROVIDE F.R.T. BLOCKING BEHIND GYP. BD. AS REQ'D FOR FURNITURE, WALL STANDARDS, & FIXTURES. SEE B.O.H. & MILLWORK SHTS. FOR MORE INFO. 25 0'-0" A.F.F. FINISHED FLOOR SEE RCP SHTS. FINISHED CLG. 12 14A 14A 6" PER PARTITION TYPE BELOW 12 SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL 6" 0'-0" A.F.F. FINISHED FLOOR 5 12 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK H&M SALES AREA SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL 8'-10 1/2" T.O. WARDROBE WARDROBE 1 0'-0" A.F.F. FINISHED FLOOR 5 12 26 SEE RCP SHTS. U.S. OF EX'G DECK 9 LAN/ ELECTRICAL ROOM 8' - 0 " F. R . T . P L Y W O O D U N P A I N T E D 12 ' - 0 " 1 0'-0" A.F.F. FINISHED FLOOR 15 12 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK H&M FITTING ROOM AREA ±7 ' - 1 1 - 1 / 4 " FI T T I N G R O O M CO M M O N A R E A WA L L P A N E L S 18 ±7 ' - 1 1 - 1 / 4 " FI T T I N G R O O M C A B I N P A N E L S H&M FITTING ROOM CABIN AREA 'N' 'N2' 'N1' 'N3' 1 0'-0" A.F.F. FINISHED FLOOR 5 15 12 26 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK H&M FITTING ROOM AREA ±7 ' - 1 1 - 1 / 4 " FI T T I N G R O O M CO M M O N A R E A WA L L P A N E L S 18 ±7 ' - 1 1 - 1 / 4 " FI T T I N G R O O M C A B I N P A N E L S 15 19 H&M FITTING ROOM CABIN AREA 'M' 'M2' 'M4' 'M1' 'M3' 'M5' 6" ADMIN. ROOM 14A 11 1111 SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALLSILICONE AT TOP OF WALL PANELS, TYP. 17 STUDS AT 12" O.C. SILICONE AT TOP OF WALL PANELS, TYP. 0'-0" A.F.F. FINISHED FLOOR 5 12 25 25 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK 1 12 SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL H&M DISPLAY WINDOW 6 23 14A PER PARTITION TYPE BELOW 23 14A PER PARTITION TYPE BELOW 23 14A PER PARTITION TYPE BELOW 23 14A PER PARTITION TYPE BELOW 23 14A PER PARTITION TYPE BELOW 23 14A PER PARTITION TYPE BELOW 23 ±5 ' - 6 5 / 8 " CL 6" WIDE CONTINUOUS 20GA MTL. GROUND BEHIND GYP. BD. COORDINATE HEIGHT WITH WARDROBE FIXTURE. 14A PER PARTITION TYPE BELOW 23 21 4'- 6 " T. O . W A L L PR O T E C T I O N PRE-FINISHED COMMON AREA WALL PANELS PRE-FINISHED CABIN PANELS PRE-FINISHED COMMON AREA WALL PANELS PRE-FINISHED CABIN PANELS 14A PER PARTITION TYPE BELOW 23 14A PER PARTITION TYPE BELOW 2314APER PARTITION TYPE BELOW 23 6" 14A PER PARTITION TYPE BELOW 23 12 26 5 15 19 11 12 26 29 29 DASHED LINE OF WARDROBE 1 1 0'-0" A.F.F. FINISHED FLOOR 5 12 26 SEE RCP SHTS. U.S. OF EX'G DECK 31 STOCKROOM 12 ' - 0 " SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL 14A PER PARTITION TYPE BELOW 23 33 0'-0" A.F.F. FINISHED FLOOR SEE RCP SHTS. U.S. OF EX'G DECK CLICK & COLLECT SEE CONSTRUCTION PLAN FOR PARTITION TYPE FOR OTHER SIDE OF WALL 32 12 ' - 0 " PA I N T P T - 1 0 SEE A-701 FOR CONNECTION DETAILS AT TOP OF WALL SEE A-701 FOR CONNECTION DETAILS AT TOP OF WALL SEE A-701 FOR CONNECTION DETAILS AT TOP OF WALL SEE A-701 FOR CONNECTION DETAILS AT TOP OF WALL NEW WALL - PANEL SYSTEM A SCALE: N.T.S. NEW WALL - PANEL SYSTEM A1 SCALE: N.T.S. NEW WALL K SCALE: N.T.S. NEW WALL - FITTING ROOM CABIN M SCALE: N.T.S. NEW WALL - FITTING ROOM CABIN N SCALE: N.T.S. NEW WALL - PANEL SYSTEM A2 SCALE: N.T.S. 1 HR. FIRE RATED WALL SAME AS TYPE 'A' EXCEPT USE KEY NOTE #23 SAME AS TYPE 'A' EXCEPT USE KEY NOTE #14A 14A 7A NEW WALL - WARDROBE B SCALE: N.T.S. NEW WALL - WARDROBE B1 SCALE: N.T.S. NEW WALL - WARDROBE B2 SCALE: N.T.S. 1 HR. FIRE RATED WALL SAME AS TYPE 'B' EXCEPT USE KEY NOTE #23 SAME AS TYPE 'B' EXCEPT USE KEY NOTE #14A NEW WALL - W/ MTL. GROUNDS C1 SCALE: N.T.S. NEW WALL - W/ MTL. GROUNDS C2 SCALE: N.T.S. 1 HR. FIRE RATED WALL SAME AS TYPE 'C' EXCEPT USE KEY NOTE #23 SAME AS TYPE 'C' EXCEPT USE KEY NOTE #14A NEW WALL - WALL PROTECTION D SCALE: N.T.S. NEW WALL - WALL PROTECTION D1 SCALE: N.T.S. NEW WALL - WALL PROTECTION D2 SCALE: N.T.S. NEW WALL - WALL PROTECTION D3 SCALE: N.T.S. NEW WALL E SCALE: N.T.S. NEW WALL E1 SCALE: N.T.S. NEW WALL E2 SCALE: N.T.S. NEW WALL E3 SCALE: N.T.S.SAME AS TYPE 'E' EXCEPT USE KEY NOTE #4 NEW WALL - STOREFRONT WINDOW F SCALE: N.T.S. NEW WALL - STOREFRONT WINDOW F1 SCALE: N.T.S. NEW WALL - STOREFRONT WINDOW F2 SCALE: N.T.S. 1 HR. FIRE RATED WALL SAME AS TYPE 'F' EXCEPT USE KEY NOTE #23 SAME AS TYPE 'F' EXCEPT USE KEY NOTE #14A NEW WALL - STOCK/VISUAL ROOM G SCALE: N.T.S. NEW WALL - STOCK/VISUAL ROOM G1 SCALE: N.T.S.1 HR. FIRE RATED WALL SAME AS TYPE 'G' EXCEPT USE KEY NOTE #23 NEW WALL - MEETING / SEC. RM.H SCALE: N.T.S. 1 HR. FIRE RATED WALL SAME AS TYPE 'E' EXCEPT USE KEY NOTE #23 SAME AS TYPE 'E' EXCEPT USE KEY NOTE #14A NEW WALL K1 SCALE: N.T.S.1 HR. FIRE RATED WALL NEW WALL K2 SCALE: N.T.S.SAME AS TYPE 'K' EXCEPT USE KEY NOTE #14A SAME AS TYPE 'K' EXCEPT USE KEY NOTE #23 NEW WALL K3 SCALE: N.T.S.SAME AS TYPE 'K' EXCEPT OMIT KEY NOTE #25 USE KEY NOTE #14A & RSP INSTEAD OF TILE FINISH NEW WALL - B.O.H.L SCALE: N.T.S. NEW WALL K4 SCALE: N.T.S. NEW WALL - FITTING ROOM CABIN N2 SCALE: N.T.S. NEW WALL - FITTING ROOM CABIN M4 SCALE: N.T.S. NEW WALL - ADMIN. ROOM J SCALE: N.T.S. NEW WALL - PANEL SYSTEM A3 SCALE: N.T.S.SAME AS TYPE 'A' EXCEPT USE KEY NOTE #4 NEW WALL - FITTING ROOM N3 SCALE: N.T.S. JG A-700 PARTITION TYPES NEW WALL - ADMIN. ROOM J1 SCALE: N.T.S.1 HR. FIRE RATED WALL SAME AS TYPE 'J' EXCEPT USE KEY NOTE #23 NEW WALL - B.O.H.L1 SCALE: N.T.S.1 HR. FIRE RATED WALL SAME AS TYPE 'L' EXCEPT USE KEY NOTE #23 NEW WALL - FITTING ROOM M5 SCALE: N.T.S. NEW WALL - MEETING / SEC. RM.H1 SCALE: N.T.S.1 HR. FIRE RATED WALL SAME AS TYPE 'H' EXCEPT USE KEY NOTE #23 NEW WALL - B.O.H.L2 SCALE: N.T.S.SAME AS TYPE 'L' EXCEPT USE KEY NOTE #14A NEW WALL - W/ MTL. GROUNDS C SCALE: N.T.S. NEW WALL - FITTING ROOM M1 SCALE: N.T.S. NEW WALL - FITTING ROOM N1 SCALE: N.T.S. SAME AS TYPE 'M' EXCEPT USE KEY NOTE #4 SAME AS TYPE 'M1' EXCEPT USE KEY NOTE #4 FITTING ROOM COMMON AREA WALL PANELS NEW WALL - FITTING ROOM CABIN M2 SCALE: N.T.S. NEW WALL - FITTING ROOM M3 SCALE: N.T.S. 1 HR. FIRE RATED WALL SAME AS TYPE 'M' EXCEPT USE KEY NOTE #23 1 HR. FIRE RATED WALL SAME AS TYPE 'M1' EXCEPT USE KEY NOTE #23 SAME AS TYPE 'N1' EXCEPT USE KEY NOTE #4 SAME AS TYPE 'N1' EXCEPT USE KEY NOTE #27 NEW WALL - MEETING / SEC. RM.H2 SCALE: N.T.S.SAME AS TYPE 'H' EXCEPT USE KEY NOTE #14A NEW WALL - WARDROBE B3 SCALE: N.T.S.SAME AS TYPE 'B' EXCEPT USE KEY NOTE #4 SAME AS TYPE 'K' EXCEPT USE KEY NOTE #4 1 HR. FIRE RATED WALL SAME AS TYPE 'D' EXCEPT USE KEY NOTE #23 SAME AS TYPE 'D' EXCEPT USE KEY NOTE #14A SAME AS TYPE 'D' EXCEPT USE KEY NOTE #4 PARTITION TYPE KEY NOTES NO.DESCRIPTION 3-5/8" 20GA METAL STUDS @ 16" O.C 1-5/8" 20GA METAL STUDS @ 16" O.C 2-1/2" 20GA METAL STUDS @ 16" O.C 6" 20GA METAL STUDS @ 16" O.C 20GA METAL STUD RUNNER TO MATCH STUD SIZE, REFER TO 9/A-701 FOR CONNECTION DETAIL TO SLAB. 3/4" THICK F.R PLY. WD. 3/4" THICK F.R PLY. WD. (STAMP SIDE FACING OUT) - DO NOT PAINT EXTEND PLY. WD. FINISH TIGHT TO FLOOR DECK ABOVE (3) ROWS OF 3/4" THICK X 6" WIDE F.R PLYWOOD G.C. TO ADD ONE (1) LAYER OF CONT. 3/4" F.R.T. PLYWOOD ON P, P1, OR P3 DESIGNATED WALL OF LAN AND ELECTRICAL ROOM FOR ELECTRICAL/DATA/ETC. EQUIPMENT. G.C. TO INSTALL FIRE RATED PLYWOOD FROM FINISHED FLOOR TO 8'-0" A.F.F.. G.C. TO INSTALL PLYWOOD "STAMP-SIDE OUT" SO FIRE RATING STAMP IS VISIBLE AFTER INSTALLATION. (DO NOT PAINT) 3 ROWS (MIN) OF 6" WIDE CONTINUOUS 20GA MTL. GROUNDS RUNNING ALONG FIXTURE WALLS ONLY - SEE CONSTRUCTION PLAN FOR FIXTURE LOCATIONS. NOTE: COORDINATE MTL. GROUNDS HEIGHTS / SPACING WITH FIXTURE HEIGHTS ( SEE INTERIOR ELEVATIONS FOR FIXTURE HEIGHTS ) F.R.T. WOOD BLOCKING BEHIND GYP. BD. FOR MOUNTING ALL SALES AREA & FITTING ROOM FIXTURES/ACCESSORIES (AS REQUIRED). 5/8" GYP. BD FINISH ( TAPE & SPACKLED @ ALL JOINTS ) 5/8" TYPE "X" GYP. BD FINISH ( TAPE & SPACKLED @ ALL JOINTS ) 5/8" WATER RESISTANT GYP. BD FINISH ( TAPE & SPACKLED @ ALL JOINTS ) EXTEND GYP. BD. FINISH TIGHT TO FLOOR DECK ABOVE, SEE A-701 FOR CONNECTION DETAILS. FINISH BASE AS SCHEDULED ( SEE FINISH PLAN AND SCHEDULE ) SOUND BATT INSUL. BETWEEN STUDS R.S.P. FINISH OVER GYP. BD. FINISH (SEE FINISH PLAN FOR SPEC.) PRE-FINISHED WALL PANELS @ COMMON FITTING ROOM AREA NOTE: SEE FITTING RM. DRAWING FOR LOCATIONS OF PANELS PRE-FINISHED FITTING ROOM CABIN PANELS NOTE: SEE FITTING ROOM DRAWING LOCATIONS. 1/2" THK. MDF BD. MOUNTED TO GYP. BD. WALL WITH ADHESIVE TROWELLED ONTO THE BACK SIDE OF THE MDF. BD. SEE COLUMN DETAILS SHT. FOR MORE INFO. 1/4" THK. SHADOW GAP BETWEEN WALL BASE AND BOTTOM OF MDF. BD WALL PROTECTION. SEE COLUMN DETAILS SHT. FOR MORE INFO. G.C TO PROVIDE P.T WOOD BLOCKING BEHIND GYP. BD. FINISH FOR MOUNTING ALL PLUMBING FIXTURES / ACCESSORIES (AS REQUIRED) . COORDINATE PLACEMENT OF WOOD BLOCKING WITH PLUMBING FIXTURES / ACCESSORIES (SEE TOILET ROOM SHT.) 5/8" TYPE "X" GYP. BD. FINISH TIGHT TO DECK ABOVE FIRE TAPE & CAULK AT TOP OF RATED WALL (TO MATCH UL #465) (SEE DETAILS ON SHT. A-701) (2) LAYERS OF 5/8" TYPE "X" GYP. BD. FINISH TIGHT TO DECK ABOVE FIRE TAPE & CAULK AT TOP OF RATED WALL (TO MATCH UL #411) (SEE DETAILS ON SHT. A-701) ADJACENT CEILING/SOFFIT (IF PRESENT). SEE RCP SHTS. FOR MORE INFO. SCHEDULED FLOORING. SEE FINISH PLAN SHTS. FOR FLOORING TYPES. PROVIDE BRACING PER 1/A-701. G.C. TO PROVIDE ADEQUATE PONY WALL SUPPORT FOR FREESTANDING LOW-HEIGHT WALLS. PLYWOOD SHIM AT TOP OF FITTING ROOM CABIN WALL PANEL TO FILL GAP BETWEEN PANEL AND WALL. GAP SIZE VARIES; SHIM TO BE ADJUSTED TO SUIT. TO BE PAINTED TO MATCH WALL PANEL. SILICONE ON ALL JOINTS & SEAMS, TYP. SEE FITTING ROOM DETAILS SHT. FOR MORE INFO. 7 ROWS (MIN) OF 1-1/2" X 4" MECHANICALLY FASTENED WOOD STRIPS RUNNING (PAINTED TO MATCH ADJACENT WALL) ALONG FIXTURE WALLS ONLY (EXCEPT IN NIGHTBOXES. WOOD STRIPS ON ALL NIGHTBOX WALLS) - SEE FIXTURE & BOH PLAN FOR FIXTURE LOCATIONS. (F.R.T. PLYWOOD ONLY IF REQ'D BY AHJ) NOTE: COORDINATE STRIP HEIGHTS / SPACING WITH STOCK FIXTURE SCREW LOCATIONS AND ELECTRICAL SERVICES/OUTLETS. REFER TO MEP SHTS. FOR LOCATION OF SERVICES. RFID SHIELDING BETWEEN STUDS AND GYP. BD. FROM FINISHED FLOOR TO 12'-0" AFF. REFLECTIX 48" X 100' DOUBLE REFLECTIVE INSULATION ROLL WITH STAPLE TAB EDGE-ST48100, NEW YORK WIRE COMPANY MODFEL #FCS9222-M 36" X 48" AL 0.1016MM (MIN) OR APPROVED EQUAL. (ONLY ON STOCKROOM SIDE OF THE WALL). RFID SHIELDING PAINT, PT-10, ON EXISTING WALL FINISH. FROM FINISHED FLOOR TO 12'-0" AFF. . (ONLY ON STOCKROOM SIDE OF THE WALL). REFER TO FINISH PLAN FOR LOCATIONS EXISTING WALL CONSTRUCTION. 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 PARTITION NOTES: 1. UNDERSIDE OF EXISTING STRUCTURE 1.1. UNDERSIDE OF DECK VARIES FROM: ±XX'-X"A.F.F. TO ±XX'- X"A.F.F. (V.I.F.) 1.2. BOTTOM OF STEEL BEAMS VARIES FROM: ±XX'-X"A.F.F. TO ±XX'- X"A.F.F. (V.I.F.) 2. FIRESTOPPING SHALL BE THERMAFIBER WOOL INSULATION OR EQUIVALENT. 3. FIRE CAULKING SHALL BE FIRECODE BRAND FIRECAULK OR EQUIVALENT. 4. ALL PIPES , ELECTRICAL CONDUITS, STRUCTURE & DUCTS PENETRATION THROUGH RATED WALLS SHALL BE FIRE CAULK AROUND ALL EDGES WITH "3M" FIRE BARRIER RATED FORMING MATERIAL (OR APPROVED EQUAL) 5. G.C. TO PROVIDE ADEQUATE METAL STUDS PER SSMA LIMITED WALL HEIGHT STANDARDS FOR INTERIOR NON-STRUCTURAL NON-COMPOSITE WALLS (5 PSF, L/240.) 6. ALL PARTITIONS SHOWN AS EXISTING TO BE PATCHED AND REPAIRED AS REQ'D. AND MAINTAIN EXISTING RATING 7. BLOCKING IS SHOWN FOR REFERENCE ONLY. EXACT QUANTITY AND O.C. DIMENSIONS SHALL BE COORDINATED WITH FIXTURE SHOP DWGS. 8. NO SCREWING OR ATTACHING TO ROOF DECK. PER LL'S REQ'TS., G.C. TO COORD. WITH LL'S ON SITE REP. 9. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM OR PENETRATE THE ROOF DECK ALL. FRAMING MUST BE ATTACHED TO STRUCTURAL STEEL. 10. G.C TO REFER TO H&M PRODUCT GUIDE LINES AND INTERIOR INSTRUCTIONS BOOKLETS FOR FURTHER INFORMATION AND DETAILING FOR ALL H&M FIXTURES. 11. ALL EXTERIOR WALL FUR-OUTS TO RECEIVE MIN. R-19 BATT INSULATION. 12. MAXIMUM ALLOWABLE SPACING FOR CONTROL JOINTS AT GYP. BD. WALLS = 30'-0" GYP. BD. CEILING = 50'-0" NEW WALL - W/ MTL. GROUNDS C3 SCALE: N.T.S.SAME AS TYPE 'C' EXCEPT USE KEY NOTE #4 FITTING ROOM COMMON AREA WALL PANELS FITTING ROOM CABIN PANELSFITTING ROOM CABIN PANELS NEW WALL - LAN /ELECTRICAL ROOM P SCALE: N.T.S. NEW WALL - LAN/ELECTRICAL ROOM P1 SCALE: N.T.S.1 HR. FIRE RATED WALL SAME AS TYPE 'P' EXCEPT USE KEY NOTE #23 NEW WALL - ELECTRICAL ROOM P2 SCALE: N.T.S.1 HR. FIRE RATED WALL SAME AS TYPE 'P1' EXCEPT DO NOT USE KEY NOTE #9 WALL - LAN/ELECTRICAL ROOM P3 SCALE: N.T.S.NO NEW WALL USE KEY NOTE #9 ON EXISTING FIRE RATED INTERIOR DEMISING WALL NOT USED NOT USED NOT USED NOT USEDNOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOT USED NOT USED NEW WALL - RFID SHIELDING Q SCALE: N.T.S. NEW WALL - RFID SHIELDING Q2 SCALE: N.T.S. NEW WALL - RFID SHIELDING Q1 SCALE: N.T.S.1 HR. FIRE RATED WALL SAME AS TYPE 'Q' EXCEPT USE KEY NOTE #23 SAME AS TYPE 'Q' EXCEPT USE KEY NOTE #14A EXISTING WALL - CLICK + COLLECT & EXIST STOCKROOM R SCALE: N.T.S. EXISTING WALL - CLICK + COLLECT & EXIST STOCKROOM R1 SCALE: N.T.S.SAME AS TYPE 'R' EXCEPT USE KEY NOTE #30 PER WALL TYPE G NEW WALL - RFID SHIELDING Q3 SCALE: N.T.S.SAME AS TYPE 'R' EXCEPT USE KEY NOTE #14A AND #30 PER WALL TYPE G NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 3 02.13.23 REVISED PER CITY COMMENTS 1' - 0 " 8" X 20 GA STE STUD CONT. FASTEN TO FLANGE WITH (2) # 10 SCREWS 2 1/2" x 20 GA STE STUDS BRIDGING CONT. (MID-LENGTH OF KICKER) 16 GA CONN ANGLE W/ (2) # 8 SCREWS EA LEG TYP 3 5/8" x 20 GA STE STUD CONT W/ #12 SCREWS TO EACH STUD EXISTING STEEL BEAM (ROOF FRAMING) EXISTING ROOF DECK NOTE: NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM OR PENETRATE THE ROOF/FLOOR DECK. ALL FRAMING MUST BE ATTACHED TO STRUCTURAL STEEL, IF REQUIRED BY LANDLORD SEE CONSTRUCTION PLAN FOR WALL TYPE 1 1 SEE RCP SHTS. FINISHED CLG. SEE RCP SHTS. U.S. OF EX'G DECK B.O. ANGLE PLACED @ +11'-0" A.F.F. ONLY WHERE THERE IS NO CLG. H&M SIDE AD J A C E N T T E N A N T (N . I . C . ) BRACING, 362S137-33 SPACED AT 32" OC MAX WITH A MAX UNBRACED SPAN OF 10'-0" 2" DEEP x 18GA. CONT. SLIP TRACK - FASTEN TO STUD TRACK BRACING W/ (2) #10 SCREWS 18GA. 6" MET STUD TRACK BETWEEN BEAMS @ 4' OC 18GA. STUD TRACK - FASTEN TO EXISTING BEAM W/ (2) #10 SCREWS ST U D F R A M I N G @ 1 6 " O . C . EX . B E A M EX. BEAM ST U D F R A M I N G @ 1 6 " O . C . EX . B E A M PARALLEL TO WALL PERPENDICULAR TO WALL 4" M I N . 6" 10 " EX ' G . DE C K FILL DECK VOIDS WITH FIRE SAFING INSULATION (U.L CERTIFIED) PROVIDE "3M" FIRE BARRIER RATED FORMING MATERIAL (OR APPROVED EQUAL) 1 OR 2 HR RATED TO FULLY SEAL BOTH SIDES AT RATED WALL RATED GYP. BD. FINISH (TYP.) MTL. STUD AS SCHEDULE ( SEE CONSTRUCTION PLAN ) DEFLECTION TRACK (GAUGE TO MATCH STUDS) AT TOP OF MTL. STUD RUNNER ST U D F R A M I N G @ 1 6 " O . C . 2 1/2" DEEP x 18GA. CONT. SLIP TRACK - FASTEN TO TOP FLANGE OF BEAM W/ (2) #10 SCREWS EX. ROOF DECK DEFLECTION TRACK (GAUGE TO MATCH STUDS) AT TOP OF MTL. STUD RUNNER DEFLECTION TRACK ALLOWANCE (2) LAYER OF G.W.B (1) LAYER OF G.W.B MT L . S T U D FR A M I N G 18 GA. Z CLIP @32" OC MAX, EXTENDED TO (2) ADJACENT LOW FLUTES, PROVIDE #10 SMS TO EACH LOW FLUTE, SEE NOTE 1.1 1/2" 1 1/2" (2) #10 SMS, TOP TRACK TO CLIP NOTE: 1. Z CLIP AND TOP OF WALL STUD CONECTION TO DECK NOT REQ'D IF BRACE IS PROVIDED AT FULL HEIGHT STUDS ONLY PER 1/A-701 REMOVE EXISTING INSULATION TO INSTALL CLIPS AND REPLACE IN KIND AFTER CLIP INSTALLATION FIRE-RATED DEFLECTION TRACK ASSEMBLY: CONNECT ONLY TO UPTURNED MET STUD W/ (2) #10 SCREWS, NOT ROOF DECK UPTURNED 16 GA STUD TRACK @ 4'-0" OC MAX COPED TO TOP FLANGE OF BEAM. TRACK TO BE FASTENED ONLY TO BEAM, NOT DECK. CONTINUOUS FIRE SEALANT SECURE TO TOP TRACK ONLY G.W.B OVERLAP COPED TO FLOOR DECK PROFILE MT L . S T U D FR A M I N G FILL DECK VOIDS WITH FIRE SAFING INSULATION (U.L CERTIFIED) FASTEN TO TOP FLANGE OF EXISTING BEAM W/ (2) #10 SCREWS EX . B E A M CONTINUOUS FIRE SEALANT AT ALL GAPS AND PENETRATIONS DEFLECTION TRACK (GAUGE TO MATCH STUDS) AT TOP OF MTL. STUD RUNNER DEFLECTION TRACK ALLOWANCE TYPICAL CONSTRUCTION AT 2HR RATED WALL TYPICAL CONSTRUCTION AT 1HR RATED WALL EX. BEAM MT L . S T U D FR A M I N G EX. ROOF DECKEX. ROOF DECK ROOF INSULATION BOARDCONTINUOUS FIRE SEALANT AT ALL GAPS AND PENETRATIONS DEFLECTION TRACK (GAUGE TO MATCH STUDS) AT TOP OF MTL. STUD RUNNER DEFLECTION TRACK ALLOWANCE TYPICAL CONSTRUCTION AT 2HR RATED WALL TYPICAL CONSTRUCTION AT 1HR RATED WALL NOTE: NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM OR PENETRATE THE ROOF/FLOOR DECK. ALL FRAMING MUST BE ATTACHED TO STRUCTURAL STEEL, IF REQUIRED BY LANDLORD PERPENDICULAR TO METAL ROOF DECK FLUTES PARALLEL TO METAL ROOF DECK FLUTES NOTE: 1. Z CLIP AND TOP OF WALL STUD CONECTION TO DECK NOT REQ'D IF BRACE IS PROVIDED AT FULL HEIGHT STUDS ONLY PER 1/A-701 (2)-1200 CS 16 GA. (2)-1000 CS 16 GA. (2)-800 CS 16 GA. (2)-600 CS 16 GA. (2)-400 CS 16 GA. C.E.M.C.O. NUMBERS SIZE DESCRIPTION 30'-0" 25'-0" 20'-0" 15'-0" 10'-0" CLEAR SPAN 12" DEEP, 16 GAUGE 1-5/8" FLANGES 10" DEEP, 16 GAUGE 1-5/8" FLANGES 8" DEEP, 16 GAUGE 1-5/8" FLANGES 6" DEEP, 16 GAUGE 1-5/8" FLANGES 4" DEEP, 16 GAUGE 1-5/8" FLANGES ALTERNATE: SUPPORT SOFFIT FROM MALL STRUCTURE ABOVE IF PERMITTED BY LANDLORD 4X4" BOX BEAM. CUT 1-1/2" FLANGE AT EACH MEMBER AND BEND FLUSH TO SLAB. SECURE TO SLAB W/ (2) 0.145" P.A.F. EA TAB TYPICAL. ADD BENT TAB W/ FREE STANDING ON SLAB 3-1/2" TRACK WHEN COL SET IN WALL FRAM'G PLAN SECTION TRACK ATTACH EACH SIDE NOTE: FASTEN BUILT-UP MEMBER TOGETHER @ 12" ON CENTER, MAX. ATTACH TRACK TO EACH STUD FLANGE TRACK STUD LIGHT GAUGE STEEL POST 3#8 SCREWS 1 1 / 2 " L 3"X3" 16 GA. x 0"-4"ANGLE PER SIDE 3/8" Ø HILTI KWIK BOLT - TZ ANCHOR 2" EMBED. MIN. 1 1/2" LIGHT GAUGE STEEL POST 3#8 SCREWS 1"2"1" POST CONNECTION DETAIL ALTERNATE POST CONNECTION DETAIL #12 x 3/4" LONG SMS SCREWS @ 12" O.C. - TYP. 16 G A . J O I S T S - S E E C H A R T TYPICAL BOX BEAM CONSTRUCTION 3-5/8" 2" 362-XDLT 4"x 20 GA. TRACK (TYPICAL TOP AND BOTTOM) 2" 3-5/8"20 GA. PE R C H A R T 1-5/8" 362-XDLT 4"x 20 GA. TRACK (TYPICAL TOP AND BOTTOM) 2" 16 GA. LIGHT GAUGE STEEL POST - SEE PLANS 16 GA. SIDE PLATE W/ (4) # 8 SCREWS PER MEMBER,EACH SIDE OF CONNECTION 3" M I N . 1/ 2 " 3 1/2" MIN. LIGHT GAUGE STEEL POST - SEE PLANS STEEL BEAM - SEE PLANS 16 GA. SIDE PLATE W/ (4) # 8 SCREWS PER EMBER,EACH SIDE OF CONNECTION 1/ 2 " 3" M I N . 1/ 2 " 3 1/2" MIN. 1/2"1"1" BEAM TO POST CONNECTION BEAM TO POST CONNECTION 1/2"1"1" STEEL BEAM - SEE PLANS 1/ 2 " WALL CONSTRUCTION. SEE CONSTRUCTION PLAN FOR PARTITION TYPE. G.C. TO TAPE / FEATHER IN MUD-IN EXPANSION JOINT. SCREWS (BHSD6158) @ 20"(508mm) O.C. EXPANSION JOINT BASE ELASTOMERIC INFILL. COLOR TO MATCH ADJACENT SURFACE. G.C. TO PROVIDE SAMPLES TO ARCHITECT FOR COLOR SELECTION. A NOTE: GENERAL CONTRACTOR TO SUBMIT SHOP DRAWING FOR FINAL APPROVAL GYPSUM BOARD WALL COVER DIMENSION CHART TYPE A ( ) DENOTES MILLIMETERS 75FWG-1 75FWGC-1 (CORNER) 75FWG-2 75FWGC-2 (CORNER) 1” (25mm) 1” (25mm) 2” (51mm) 2” (51mm) 3-5/8" X 20 GA TRACK 20 GA SILL TRACK HILTI X-ZF #32 P8/36M (0.145" SHANK DIA) FASTENERS @ 16" O.C. (OR EQUAL) CONCRETE SLAB (2) #10 @ 24" O.C. MAX TO HORIZ CHANNEL AND TO METAL DECK EX. ROOF DECK 358T150-48 TRACK 2 X 68 MIL X 1 1/2" FL X 1 1/2" X 1'-4" LONG Z BAR @ 24" O.C. MAX #10 SMS TO EA FLANGE OF TRACK STUDS PER SECTION SECTION DETAIL - STUD SUPPORT - ROOF DECK 2 SCALE: 3" = 1'-0" SEC. DTL. - WALL HEAD DETAIL - FLOOR DECK ABOVE (TYP.)6 SCALE: 3" = 1'-0" SEC. DTL. - PARTITION HEAD DETAIL - ROOF DECK (TYP.)7 SCALE: 3" = 1'-0" SECTION DETAIL - TYP. PARTITION HEAD DETAIL @ FLOOR DECK (RATED)4 SCALE: 3" = 1'-0" FIRE RATED WALL BOX BEAM POST DETAILS 5 SCALE: N.T.S. NON-RATED WALL BOX BEAM POST CONNECTION DETAILS 3 SCALE: N.T.S. FIRE RATED WALL NON-RATED WALL JG A-701 PARTITION TYPES AND BOX BEAM DETAILS 1. FIRE TAPE ALL DRYWALL JOINTS ABOVE CEILINGS. FIRE SEAL WITH RATED CAULKING AROUND ALL PENETRATIONS THRU OR INTO WALLS. 2. PROVIDE FIRE STOP CAULKING AT ALL U.L. RATED PARTITIONS. 3. PROVIDE ACOUSTICAL SEALANT AT ALL ACOUSTICAL PARTITIONS. (TYP. AT FULL HEIGHT WALLS) 4. NO SCREWING OR ATTACHING TO ROOF/FLOOR DECK ABOVE. 5. MIN. 2 1/2" FLEX. / SLIP TRACK TO BE INSTALLED AT ROOF DECK CONNECTION FOR ALL PARTITIONS. G.C. TO VERIFY MIN. SIZE SLIP TRACK REQUIRED. GENERAL TOP OF PARTITION NOTES SECTION DETAIL - DIAGONAL BRACING - ROOF/FLOOR DECK 1 SCALE: 3" = 1'-0" PLAN DETAIL - GYP. BD. EXPANSION JOINT 8 SCALE: N.T.S. REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION SEC. DTL. - PARTITION TRACK TO SLAB 9 SCALE: 3" = 1'-0" 1 02.13.23 REVISED PER CITY COMMENTS HANGING PARTITION HEAD DETAIL - ROOF DECK 10 SCALE: 3" = 1'-0" 3 02.13.23 REVISED PER CITY COMMENTS 4 06.21.23 REVISED PER CITY COMMENTS H&M PREFABRICATED FIXTURE (OFCI) USE ADJUSTABLE FEET HOLE AS MOUNTING HOLES. IF MOUNTING HOLES DO NOT EXIST USE SHIMS AS REQUIRED. DRILL/ REAM HOLES AS REQUIRED TO ACCOMMODATE BOLT SIZE (2) #14 X 1" SELF DRILLING SCREWS; (2) SDS 1/4" X 2-1/2" WOOD SCREWS IF FIXTURE IS WOOD HORIZONTAL BOTTOM MEMBER OF FIXTURE FIXTURE LEG/ SIDE PANEL 10 GA X 2" X 3-1/2" BENT PLATE (IN A INCONSPICUOUS LOCATION, TYP.) H&M PREFABRICATED FIXTURE (OFCI) USE BENT PLATE TO ANCHOR FIXTURE 3" MIN. CONCRETE SLAB 3/8" DIA. SIMPSON TITEN HD WITH 2-3/4" EMBEDMENT AT EACH CORNER OF RACK ((4) ANCHORS MIN.) ROUT OUT FOOT PLATE AS REQUIRED TO ACCEPT FLOOR ANCHORS NOTE: ·ALL FIXTURES SHOWN ON PLANS ARE DESIGNED AND FURNISHED BY OTHERS. ·MAX FIXTURE STORAGE WEIGHT 500LB / FIXTURE HEIGHT:5'-9" TO 8'-0" ·VERIFY EXACT LOCATION OF FIXTURE WITH H&M PM/ ON-SITE REPRESENTATIVE. ·ALL FIXTURES TO BE INSTALLED PLUMB. OUT OF PLUMB INSTALLATION TOLERANCES SHALL BE FURNISHED BY FIXTURE MANUFACTURER PRIOR TO INSTALLATION. ·FIXTURE ANCHORS SHALL BE LOCATED 8" MIN FROM SLAB CONTROL JOINTS. ·ALTERNATE TO 3/8" SIMPSON TITEN: USE TAPCON 1/2" DIA. HEX HEAD SCREW ANCHOR WITH 1-1/2" EMBEDMENT 2 3 / 4 " MI N . EM B E D M E N T 2 3 / 4 " MI N . EM B E D M E N T ATTACHMENT THROUGH FIXTURE ATTACHMENT USING ANGLE 1' - 6 " 1' - 6 " EQ . EQ . VARIES REMOVABLE CAP APPLIED TO TOP OF PIPE. G.C. TO SECURE PIPE TO WALL WITH SCREW AND WASHER ON INSIDE OF PIPE. G.C. TO DRILL HOLE IN PIPE ON SIDE FARTHEST FROM SIDE SECURED TO WALL BIG ENOUGH TO PLACE SCREW AND WASHER THROUGH TO SECURE PIPE TO WALL. G.C. TO ADD 3/4" SPACER BETWEEN WALL AND PIPE TO ALLOW FOR TOP AND BOTTOM CAP CLEARANCES. G.C. TO SECURE PIPE TO WALL WITH SCREW AND WASHER ON INSIDE OF PIPE. G.C. TO DRILL HOLE IN PIPE ON SIDE FARTHEST FROM SIDE SECURED TO M WALL BIG ENOUGH TO PLACE SCREW AND WASHER THROUGH TO SECURE PIPE TO WALL. G.C. TO SECURE CAP TO BOTTOM OF PIPE. SECTION SHOWN ROTATED 90° LINE OF ADJACENT WALL. 3/4" SPACER SCREW AND WASHER HOLE DRILLED THROUGH PVC PIPING. 8" DIAMETER PVC PIPE FOR 2 OR MORE LEVEL STORES / 6" DIAMETER PVC PIPE FOR SINGLE LEVEL STORES. PIPE CUT TO 48 "LONG (MIN.). G.C. TO SECURE PIPE TO ELECTRICAL ROOM WALL WITH WASHERS AND SCREWS. G.C. TO SECURE CAP TO BOTTOM OF PVC PIPE. TOP OF PIPE TO RECEIVE REMOVABLE CAP. REFER TO H&M ON-SITE REPRESENTATIVE FOR EXACT LOCATION. BOTTOM OF PIPE WITH CAP TO BE MOUNTED 4" A.F.F. NOTES: 1. G.C. TO COORDINATE LOCATION OF DRAWING RECORD TUBE IN ELECTRICAL ROOM ON SITE. 2. G.C. TO FURNISH COMPLETE SET OF AS BUILT DRAWINGS UPON COMPLETION OF PROJECT. 4'-7 1/2"4'-1"4'-1"4'-1" 3'-0" CLEAR CL OF CASHWRAP 6' - 9 - 1 / 2 " DISTANCE FROM FACE OF WALL TO STUB UP FOR C/W TO BE VERIFIED W/ELEC. ENGINEER. HATCHED AREA DENOTES BARRIER FREE CASHWRAP (34" H. X 36" W. X 24" .D) COORDINATE WITH H&M 30"x48" SIDE APPROACH TO H.C. ACCESSIBLE SECTION OF CASHWRAP. FURNISH CONDUIT FOR CASHWRAP. CONDUIT TRENCH TO BE LOCATED BELOW FOLDING SECTION OF CASHWRAP FRONT COUNTER. SEE ELECTRICAL SHTS. FOR MORE INFORMATION. FRONT COUNTER 2' - 2 1 / 2 " 3' - 8 " ( M I N ) . 1'- 1 1 1 / 2 " 1A A-702 CASH REGISTER CASH REGISTER CASH REGISTER CASH REGISTER 4'-7 1/2"4'-1"4'-1"4'-1" HATCHED AREA DENOTES BARRIER-FREE CASHWRAP (34" H. X 36" W.); COORDINATE WITH H&M 3' - 1 1 / 2 " 2' - 8 1 / 2 " LIGHTBOX ABOVE BACK BAR BACK BAR FRONT COUNTER B.F. COUNTER F 5 A-702 'A' 'B' 4" EQ.EQ. G.C. TO FURNISH CAP FOR CASHWRAP KICK TO ELIMINATE GAP BETWEEN CASHWRAP & SALES FLOOR. MPSS GC TO REMOVE WOODEN SUPPORT PLANKS THAT CONNECT THE FRONT AND REAR KICK PLATES UNDER THE FOLDING SECTION OF EACH CASH WRAP SECTION, TO ALLOW CLEAR SPACE FOR EC TO INSTALL RECEPTACLES AND DATA BACK BOXES ON INTERIOR FACE OF REAR KICK PLATES. PLANKS UNDER REGISTER SECTION MAY BE LEFT AS IS. GC TO INSTALL ANGLE BRACKETS IN THE CORNERS OF FOLDING SECTIONS TO REINFORCE STRUCTURAL INTEGRITY OF CASH WRAP COORDINATE CASHWRAP DIMENSIONS WITH FIXTURE PLAN & H&M PRODUCT HANDBOOK GC TO REMOVE WOODEN SUPPORT PLANKS THAT CONNECT THE FRONT AND REAR KICK PLATES UNDER THE FOLDING SECTION OF EACH CASH WRAP SECTION GC TO INSTALL ANGLE BRACKETS IN THE CORNERS OF FOLDING SECTIONS TO REINFORCE STRUCTURAL INTEGRITY OF CASH WRAP 3'-0" CLEAR ADA COUNTER CASH REGISTER CASH REGISTERL OF CASHWRAP ±6 ' - 1 1 " DISTANCE FROM FACE OF WALL TO EXISTING STUB UP FOR C/W TO BE VERIFIED W/ELEC. ENGINEER. FRONT COUNTER 3A A-702 5 A-702 EXISTING CONDUITS TO BE REUSED FOR NEW CASH DESKS. SEE ELECTRICAL SHTS. FOR MORE INFORMATION. C 4'-9 1/2"4'-2 1/2" HATCHED AREA DENOTES ADA CASHWRAP (34" H. X 36" W.); COORDINATE WITH H&M 2' - 8 1 / 2 " BACK BAR FRONT COUNTER CL OF CASHWRAP UNITS & BACKWRAP UNITS (INCLUDING GARMENT COLLECTING WARDROBE UNIT) G. C . W . 3' - 1 1 / 2 " 4' - 9 " ( V E R I F Y ) 'A' GC TO REMOVE WOODEN SUPPORT PLANKS THAT CONNECT THE FRONT AND REAR KICK PLATES UNDER THE FOLDING SECTION OF EACH CASH WRAP SECTION, TO ALLOW CLEAR SPACE FOR EC TO INSTALL RECEPTACLES AND DATA BACK BOXES ON INTERIOR FACE OF REAR KICK PLATES. PLANKS UNDER REGISTER SECTION MAY BE LEFT AS IS. GC TO INSTALL ANGLE BRACKETS IN THE CORNERS OF FOLDING SECTIONS TO REINFORCE STRUCTURAL INTEGRITY OF CASH WRAP CASH REGISTER CASH REGISTER CASH REGISTER ±3 ' - 8 " F LIGHTBOX 4'-7 1/2"4'-1"4'-1" 3'-0" CLEAR CL OF CASHWRAP 6' - 4 1 / 2 " FRONT COUNTER 2A A-702 ADA COUNTER CASH REGISTER CASH REGISTER 4'-1" CASH REGISTER FURNISH CONDUIT FOR CASHWRAP. CONDUIT TRENCH TO BE LOCATED BELOW FOLDING SECTION OF CASHWRAP FRONT COUNTER. SEE ELECTRICAL SHTS. FOR MORE INFORMATION. 2' - 2 1 / 2 " 3' - 3 1 / 2 " 1'- 1 1 1 / 2 " DISTANCE FROM FACE OF WALL TO STUB UP FOR C/W TO BE VERIFIED W/ELEC. ENGINEER. HATCHED AREA DENOTES ADA CASHWRAP (34" H. X 36" W. X 24" .D) COORDINATE WITH H&M 30"x48" SIDE APPROACH TO H.C. ACCESSIBLE SECTION OF CASHWRAP. 3' - 1 1 / 2 " 4'-7 1/2"4'-1" HATCHED AREA DENOTES ADA CASHWRAP (34" H. X 36" W.)COORDINATE WITH H&M 2' - 8 1 / 2 " FRONT COUNTER 4'-1" LIGHTBOX ABOVE BACK BAR BACK BAR 'A' 'B' 5 A-702 4" EQ.EQ. G.C. TO FURNISH CAP FOR CASHWRAP KICK TO ELIMINATE GAP BETWEEN CASHWRAP & SALES FLOOR. MPSS GC TO REMOVE WOODEN SUPPORT PLANKS THAT CONNECT THE FRONT AND REAR KICK PLATES UNDER THE FOLDING SECTION OF EACH CASH WRAP SECTION, TO ALLOW CLEAR SPACE FOR EC TO INSTALL RECEPTACLES AND DATA BACK BOXES ON INTERIOR FACE OF REAR KICK PLATES. PLANKS UNDER REGISTER SECTION MAY BE LEFT AS IS. GC TO INSTALL ANGLE BRACKETS IN THE CORNERS OF FOLDING SECTIONS TO REINFORCE STRUCTURAL INTEGRITY OF CASH WRAP GC TO REMOVE WOODEN SUPPORT PLANKS THAT CONNECT THE FRONT AND REAR KICK PLATES UNDER THE FOLDING SECTION OF EACH CASH WRAP SECTION GC TO INSTALL ANGLE BRACKETS IN THE CORNERS OF FOLDING SECTIONS TO REINFORCE STRUCTURAL INTEGRITY OF CASH WRAP BACK BAR DASHED LINE INDICATES FULL-HEIGHT CASHWRAP BEYOND ADA CASH-WRAP, REFER TO DETAILS ON THIS SHEET FOR MORE INFO. 1'-11 1/2" 2' - 8 1 / 2 " 3'-8" MIN.2'-2 1/2" WA L L G.C. TO DRILL HOLE AND ADD GROMMET (IF NOT ALREADY EXISTING) TO PULL WIRES FOR TEMP. REGISTERS. GROMMET COVER FINISH TO MATCH CASHWRAP BASE. REFER TO 'E' SHTS. FOR LOCATIONS. EXISTING CONDUITS TO BE REUSED FOR NEW CASH DESKS. SEE ELECTRICAL SHTS. FOR MORE INFORMATION. CASH REGISTER CASH REGISTER CASH REGISTER CASH REGISTER CASH REGISTER CASH REGISTER CL OF CASHWRAP ±7 ' - 5 " DISTANCE FROM FACE OF WALL TO EXISTING STUB UP FOR C/W TO BE VERIFIED W/ELEC. ENGINEER. FRONT COUNTER 4A A-702 5 A-702 'B' ADA COUNTER 4'-9 1/2"4'-1 1/2"4'-1" HATCHED AREA DENOTES ADA CASHWRAP (34" H. X 36" W.); COORDINATE WITH H&M BACK BAR 3' - 1 1 / 2 " 2' - 8 1 / 2 " FRONT COUNTER G. C . W . 4' - 9 " ( V E R I F Y ) 4'-2 1/2" 'A' 4'-1"4'-2 1/2" GC TO REMOVE WOODEN SUPPORT PLANKS THAT CONNECT THE FRONT AND REAR KICK PLATES UNDER THE FOLDING SECTION OF EACH CASH WRAP SECTION, TO ALLOW CLEAR SPACE FOR EC TO INSTALL RECEPTACLES AND DATA BACK BOXES ON INTERIOR FACE OF REAR KICK PLATES. PLANKS UNDER REGISTER SECTION MAY BE LEFT AS IS. GC TO INSTALL ANGLE BRACKETS IN THE CORNERS OF FOLDING SECTIONS TO REINFORCE STRUCTURAL INTEGRITY OF CASH WRAP DETAIL - FIXTURE ANCHORAGE 6 SCALE: 3" = 1'-0" DETAIL - PVC DRAWING TUBE (TYP.)7 SCALE: 1" = 1'-0" PLAN/ELEVATION - LADIES BARRIER-FREE CASHWRAP 1 SCALE: 1/4" = 1'-0" PLAN/ELEVATION - LADIES BF CASHWRAP (ALT.)2 SCALE: 1/4" = 1'-0" PLAN/ELEVATION - ADA CASHWRAP (TYP.)3 SCALE: 1/4" = 1'-0" SIDE ELEVATION - ADA CASHWRAP (TYP.)5 SCALE: 1/4" = 1'-0" LF A-702 FIXTURE, CASHWRAP, AND MISC. DETAILS PLAN/ELEVATION - LADIES B.F. CASHWRAP 4 SCALE: 1/4" = 1'-0" REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOT USED NOT USED NOT USED 1 02.13.23 REVISED PER CITY COMMENTS FINISH FLOOR CERAMIC TILE BASE FURNISHED BY H&M AND INSTALLED BY G.C. PER STORE INSTRUCTIONS. CORNERS TO BE MITERED. PROVIDE DUROCK INSTEAD OF GYP.BD. AT SECTION DIRECTLY BEHIND BASE 6" C OF CLOSURE LINE NEW 3/8" CERAMIC TILE FLOORING 1/4" STAINLESS STEEL STRIP BY SCHLUTER EXIST. SLAB NEW MALL TILE FROM LEASELINE TO C OF CLOSURE LINE BY G.C. EXIST. CONCRETE SLA B LL SALES AREA EXTERIOR OR MALL CORRIDOR LINE OF DOOR FRAME BEYOND NEW 3/8" CERAMIC TILE FLOORING PATCH / REPAIR EXISTING CONCRETE FINISH TO MATCH EXISTING LINE OF DOOR FRAME BEYOND EXISTING CONCRETE FLOOR SLAB. CENTER LINE OF DOOR JAMB EXIST. CONCRETE SLA B EXTERIOR B.OH. NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM. OR APPROVED EQUAL NEW BOH FLOORING. REFER TO FINISH PLAN FOR MORE FLOORING TYPE EXISTING SLAB POLISH/ REPAIR EXISTING CONCRETE FINISH TO MATCH EXISTING EXIST. CONCRETE SLA B NEW 3/8" CERAMIC TILE FLOORING SCHLUTER DILEX-AKWS CONSTRUCTION JOINT. COLOR TO MATCH ADJACENT TILE. EXIST. SLAB NEW 3/8" CERAMIC TILE FLOORING EXIST. CONCRETE SLAB NEW 3/8" CERAMIC TILE FLOORING EXIST. SLAB SALES AREA DOOR THRESHOLD NEW BOH FLOORING. REFER TO FINISH PLAN FOR MORE FLOORING TYPE HEIGHT DIFF. OF THRESHOLD NOT TO EXCEED 1 1/2" B.O.H. STAINLESS STEEL ANGLE FLUSH WITH TOP OF TILE FLOORING AT TRANSITION TO BOH FLOORING BUILT UP FLOOR FOR FLUSH TRANSITION EXIST. CONCRETE SLA B GLASS VESTIBULE DOOR 1/8" STAINLESS STEEL STRIP BY SCHLUTER EXIST. CONCRETE SLA B VESTIBULESALES AREA NEW 3/8" CERAMIC TILE FLOORING 1/4" STAINLESS STEEL STRIP BY SCHLUTER WEATHER TIGHT SADDLE SEE DOOR SCHEDULE LANDLORD TO PROVIDE 1" DEPRESSION FOR WALK-OFF MAT OR APPROVED EQUAL; VERIFY LOCATION OF DEPRESSION IN FIELD. G.C. TO ADJUST DEPRESSION & INFILL AS NECESSARY FOR PROPER INSTALLATION OF APPROVED WALK-OFF MAT. SEE STOREFRONT SECTIONS FOR MORE INFO NOTE TO G.C. INSTALL 1/8" THK. FRAME, THEN INFILL FIELD AREA WITH 1/8" ARDEX (OR SIMILAR) FOR MAT TO SIT LEVEL IN THE SPACE MT-1 NEW 5/16" CERAMIC TILE FLOORING NEW MARBLE SADDLE EXIST. SLAB TOILET ROOM B.OH. HALLWAY NEW BOH FLOORING. REFER TO FINISH PLAN FOR MORE FLOORING TYPE HEIGHT DIFF. OF THRESHOLD NOT TO EXCEED 1/2" EXIST. CONCRETE SLA B LANDLORD TO PROVIDE 1" DEPRESSION FOR WALK-OFF MAT OR APPROVED EQUAL; VERIFY LOCATION OF DEPRESSION IN FIELD. G.C. TO ADJUST DEPRESSION & INFILL AS NECESSARY FOR PROPER INSTALLATION OF APPROVED WALK-OFF MAT. SEE STOREFRONT SECTIONS FOR MORE INFO GLASS ENTRY DOOR BY TENANT WEATHER TIGHT SADDLE SEE DOOR SCHEDULE 1/8" STAINLESS STEEL STRIP BY SCHLUTER EXIST. WALKWAY EXTERIOR VESTIBULE EXIST. CONCRETE SLA B NOTE TO G.C. INSTALL 1/8" THK. FRAME, THEN INFILL FIELD AREA WITH 1/8" ARDEX (OR SIMILAR) FOR MAT TO SIT LEVEL IN THE SPACE MT-1 NEW 3/8" CERAMIC TILE FLOORING EPOXY MORTAR BED EXIST. SLAB FINISH FLOOR AS SCHEDULED (TYP.) (SEE FINISH PLANS) EXIST. CONCRETE SLA B 1/4" STAINLESS STEEL STRIP BY SCHLUTER SALES AREA PORTAL AL I G N LINE OF PORTAL WALL BEYOND "B" 1 38" "A"2 3 8" (REF) 716 " 764 " COLOR OF JOINT TO MATCH ADJACENT FLOORING. Total Movement"A" @ Min. DIMENSION CHART "A" @ Max.MODEL "B" 1 1/2"(38)CWFC-200 2 1/2"(64)1"(25) "A" @ Mid. 2"(51)1 25/32"(45) ( ) - Denotes Millimeters 2 1/4"(57)CWFC-300 3 3/4"(95)1 1/2"(38)3"(76)2 25/32"(71) WBA WABO CORRIDOR WRAP FLOOR MODEL CWFC-200 NEW FLOORING BACK OF HOUSE WALL BASE. BASE TO EXTEND TO CORNER NOT TO OVERLAP. DO NOT INSTALL WALL BASE OVER CORNER GUARD. REFER TO FINISH PLANS FOR MORE INFORMATION. R.S.P. FURNISHED AND INSTALLED BY GC. R.S.P. TO BE GLUED TO ADJACENT GYP. BD. WALL. REFER TO FINISH PLANS FOR "R.S.P." LOCATIONS INPRO G2-150R GUARDS ON OUTSIDE CORNERS IN B.O.H. TO U.S. OF CEILING. INSTALLED PER MANU. INSTRUCTIONS COLOR TO MATCH RSP. SEE NOTE ON FINISH PLAN REGARDING "CORNER GUARDS / R.S.P." INPRO G2-407 TOP TRIM AT TOP OF R.S.P. COLOR TO MATCH R.S.P. R.S.P. FURNISHED AND INSTALLED BY G.C. R.S.P. TO BE GLUED TO ADJACENT GYP. BD. WALL PER MANU. INSTRUCTIONS. REFER TO FINISH PLANS - "RSP" FOR MORE INFORMATION CENTER OF ALL ELECTRICAL OUTLETS/SWITCHES TO BE MOUNTED AT 44" A.F.F. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION INPRO G2-407 TOP TRIM AT TOP OF R.S.P. COLOR TO MATCH R.S.P. 5/8" GYP. BD. ON METAL STUD FRAMING. REFER TO CONSTRUCTION PLAN AND WALL TYPES FOR WALL CONSTRUCTION. NOTE: G.C. TO NOTIFY ARCHITECT OF ANY ELECTRICAL EQUIPMENT TO BE INSTALLED THAT INTERFERES WITH WALL BASE. G.C. SHALL NOT CUT WALL BASE TO ALLOW FOR INSTALLATION OF ANY ELECTRICAL EQUIPMENT REFER TO CONSTRUCTION PLAN AND WALL TYPES FOR WALL CONSTRUCTION. BACK OF HOUSE WALL BASE. REFER TO FINISH PLANS FOR MORE INFORMATION 49 " A. F . F . 44 " TO C E N T E R L I N E 1/ 4 " HO L D 5/8" GYP. BD. ON METAL STUD FRAMING. REFER TO CONSTRUCTION PLAN AND WALL TYPES FOR WALL CONSTRUCTION. 'A''B' NOTE: USE INPRO G2-160RD SURFACE MOUNT END WALL PROTECTOR AT LOUNGE PORTAL AND WHERE (2) CORNER GUARDS ARE REQUIRED AT END WALL. INPRO G2-161TC TOP CAP. TOP OF TOP CAP TO ALIGN WITH ADJACENT R.S.P. TOP TRIM CORNER GUARD TOP CAP TO BE INSTALLED ON GYP. BD. FINISH FLOOR (WT-1) 3 1/2" CERAMIC TILE BASE SUPPLIED BY TENANT AND INSTALLED BY G.C. PER MANU. INSTRUCTIONS. CORNERS TO BE MITERED. PROVIDE DUROCK INSTEAD OF GYP.BD. AT SECTION DIRECTLY BEHIND BASE 3 1 / 2 " FINISH FLOOR COVED PROFILE 4" H. RUBBER BASE RIGID SHEET PANEL CONTINUOUS SHOW WINDOW WITH SAME PLATFORM / PODIUM HEIGHT. 2x4 WOOD FRAMING 12" O.C. WITH 24" O.C. CROSS BRACING FOR DISPLAY PLATFORM w/ 3/8" MDF BOARD OVER 3/4" FR. PLYWOOD. SHOP PAINTED PT-1 LINE OF WINDOW PLANKS - FURNISHED BY H&M, INSTALLED BY G.C. (VERIFY WITH I.P.S.) RENU-U SATIN ANODIZED ALUMINUM METAL REDUCER TILE EDGING TRIM (#AEU100) DISPLAY OR OPEN PODIUM WINDOW POSTER WINDOW DISPLAY/POSTER WINDOW PLATFORM OR OPEN WINDOW PODIUM. SEE STOREFRONT SECTION DETAILS SHT. FOR MORE INFO. FINISH FLOOR ALUMINUM BASE ATTACHED TO WALL, PROVIDED BY H&M INSTALLED BY G.C. NO CAULKING. NOTE: IN FITTING ROOM ONLY: G.C. TO PROVIDE CAULKING AT TOP AND BOTTOM COLOR TO MATCH ADJACENT SURFACE. NEW 3/8" CERAMIC TILE FLOORING EPOXY MORTAR BED EXIST. SLAB EXIST. CONCRETE SLA B 1/8" STAINLESS STEEL STRIP BY SCHLUTER TILE RECESSED MAT MT-1 LF A-710 FLOORING, BASE & RSP DETAILS TILE BASE 13 SCALE: 3" = 1'-0"SALES AREA FLOOR TRANSITION: ENTRY AREA 1 SCALE: 3" = 1'-0"STOREFRONT FLOOR TRANSITION: TILE TO BOH FLOORING 3 SCALE: 3" = 1'-0"TOILET ROOM FLOOR TRANSITION: SALES AREA TO EXTERIOR 2 SCALE: 3" = 1'-0"SALES AREA FLOOR TRANSITION: TILE TO BOH FLOORING 4 SCALE: 3" = 1'-0"SALES AREA FLOOR TRANSITION: BOH FLOORING TO EXTERIOR 5 SCALE: 3" = 1'-0"BOH FLOOR TRANSITION: CONSTRUCTION JOINT 11 SCALE: 6" = 1'-0" FLOOR TRANSITION: RECESSED MAT TO EXTERIOR 7 SCALE: 3" = 1'-0"VESTIBULE FLOOR TRANSITION: TILE TO RECESSED MAT 6 SCALE: 3" = 1'-0"VESTIBULE FLOOR TRANSITION: PORTAL AT DIFFERENT TILES 9 SCALE: 3" = 1'-0"SALES AREA WIDE EXPANSION / CONSTRUCTION JOINT 12 SCALE: N.T.S.FOR REFERENCE ONLY FLOOR TRANSITION: DISPLAY/POSTER/PODIUM WINDOW 10 SCALE: 1 1/2" = 1'-0"STOREFRONT PRE-FAB ALUM. BASE 14 SCALE: N.T.S.FITTING ROOM RUBBER BASE 15 SCALE: 3" = 1'-0"BOH TILE BASE 16 SCALE: 3" = 1'-0"BOH DETAIL - INRPO RIGID SHEET VINYL WALL PROTECTION 17 SCALE: 6" = 1'-0" SALES AREA CORNER GUARD ADHESIVE APPLICATION 18 SCALE: 3" = 1'-0"FOR REFERENCE ONLY / REFER TO H&M STORE INSTRUCTIONS FLOOR TRANSITION: RECESSED MAT TO TILE 8 SCALE: 3" = 1'-0"VESTIBULE NOT USED REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOT USED NOT USEDNOT USEDNOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USEDNOT USED NOT USED NOT USED SUSPENDED TILE CEILING AND METAL SUSPENSION SYSTEM INSTALLED PER MANUFACTURERS INSTALLATION INSTUCTIONS. CEILING HEIGHTS RELATE TO THIS EDGE. 12 GA. HANGER WIRE TO STRUCTURE ABOVE PER MANUFACTURERS INSTRUC. CONTINUOUS 1" METAL CEILING ANGLE TO MATCH METAL, SUSPENDED CEILING GRID, AT FULL PERIMETER EXISTING OR NEW WALL. REFER TO CONSTRUCTION FLOOR PLAN 12 GA. VERTICAL HANGER WIRE ANCHORED TO TOP CHORD OF JOISTS OR STRUCTURAL STEEL @ 48" O.C. MAX. U.S. OF GYP. BD. CLG. SEE RCP SHEETS 12 GA. VERTICAL HANGER WIRE ANCHORED TO TOP CHORD OF JOISTS OR STRUCTURAL STEEL @ 48" O.C. MAX. 5/8" PTD. G.W.B. CEILING CEILING REFER TO CLG. PLAN EXISTING OR NEW WALL. REFER TO CONSTRUCTION FLOOR PLAN 1 1/2" COLD ROLLED CHANNEL SUSPENDED (PARALLEL TO CHANNELS)(PERPENDICULAR TO CHANNELS) SUSPENDED GYP. BD. CEILING. SUSPENDED LIGHT TRACK (3 CIRCUIT) HANGING WIRE - PER MANUF. HANGING KIT. MINIMAL GROMMET PER MANUFACTURER'S INSTRUCTIONS PAINTED TO MATCH ADJACENT CEILING 1 1/2" COLD ROLLED CHANNEL METAL FURRING CHANNELS 1 1/2" COLD ROLLED CHANNEL TO SUPPORT TRACK 12 GA. SPLAY WIRE BRACING 12'-0" O.C. MAX. @ 45° ANGLE (NOTE: SINGLE CIRCUIT) SURFACE MOUNTED LIGHT TRACK DGLM-26 MAIN TEE SYSTEM WITH CROSS CHANNEL @ 4'-0" O.C 12 GA. VERTICAL HANGER WIRE ANCHORED TO TOP CHORD OF JOISTS OR STRUCTURAL STEEL @ 48" O.C. MAX. SURFACE MOUNTED TRACK 3 5/8", 20 GA. MTL. STUD 24" O.C. SUSPENDED TILE CEILING AND METAL SUSPENSION SYSTEM INSTALLED PER MANU. INSTALLATION INSTUCTIONS. SEE FINISH AND RCP SHTS. FOR MORE INFO. CEILING HEIGHTS RELATE TO THIS EDGE. PAINT G.W.B. TO MATCH ADJACENT WALLS SEE FINISH PLAN SEE RCP SHTS. U.S. OF GYP. BD. SOFFIT 6" MI N . 6" MI N . SEE RCP SHTS. U.S. OF ACT CLG. PT-1 WIDTH PER CONSTR. PLAN 23 " REFER TO 10/A-701 FOR CONNECTION DETAIL PROVIDE BRACING, 362S137-33 SPACED AT 32" OC MAX WITH A MAX UNBRACED SPAN OF 10'-0", PER 1/A-701 3 5/8", 20 GA. MTL. STUD 24" O.C. SUSPENDED TILE CEILING AND METAL SUSPENSION SYSTEM INSTALLED PER MANU. INSTALLATION INSTUCTIONS. SEE FINISH AND RCP SHTS. FOR MORE INFO. CEILING HEIGHTS RELATE TO THIS EDGE. PAINT G.W.B. TO MATCH ADJACENT WALLS SEE FINISH PLAN SEE RCP SHTS. U.S. OF GYP. BD. SOFFIT 6" MI N . SEE RCP SHTS. U.S. OF ACT CLG. PT-1 WIDTH PER CONSTR. PLAN 6" MI N . 3 5/8", 20 GA. MTL. STUD 24" O.C. ESPALIER VERTICAL TUBE. FURNISHED BY H&M AND INSTALLED BY G.C. SUSPENDED GYP. BD. CEILING. SEE FINISH & RCP SHTS. FOR MORE INFO. CLG HT. SEE RCP SHTS. U.S. OF GYP. BD. CLG. ATTACHMENT HARDWARE PER MFR'S SPECS. (DWG. IS REPRESENTATIONAL ONLY) BOLT TO ATTACH THROUGH METAL PLATE AND HORIZONTAL MTL. STUD (1) 4" W X 9'-0" TO 3'-0" L, 18 GA. MTL. SHEET TO SECURE FIXTURE. (LENGTH DIFFERS PER POLE MOUNTING LOCATIONS. REFER TO ESPALIER DETAILS SHT. FOR MORE INFO. 3 5/8", 22 GA. MTL. STUD 12" O.C. w/ ADDITIONAL BRACING AS REQ. FOR STURDY CONSTRUCTION CEILING ESPALIER COVER PLATE AROUND VERTICAL TUBE FURNISHED H&M AND INSTALLED BY G.C. TO BE GLUED TO CEILING. NO VISIBLE FIXINGS. PROVIDE 1/8" REVEAL MOVEMENT / TO AVOID CRACKING VERTICAL SUPPORTS CANNOT INTERFERE WITH PENETRATIONS FOR ESPALIER TUBE. PROVIDE ADDITIONAL 12 GA. HANGER WIRE TO STRUCTURE ABOVE AT LOCATION OF ESPALIER TUBE VARIES SEE ESPALIER DETAILS SHT.CLCL 8 GAUGE HANGER WIRE AT 4'-0" ON CENTER MAX. AND NOT MORE THAN 6" FROM WALL OR SOFFIT NOTE: THE USE OF ARMSTRONG MANUFACTURED GRID SYSTEM ICC-ES ESR-1308 (LARR #: 25032) OR EQUAL IS AN ACCEPTABLE ALTERNATE FOR SUSPENDED DRYWALL CEILING 1 1/2" X 16 GAUGE AT 12'-0" EACH WAY 4 5 ° M A X . T Y P . SPLAY WIRES AT 12'-0" O.C. 1 1/2" METAL CHANNEL AT 4'-0" MAX. AND NOT MORE THAN 6" FROM WALL METAL FURRING CHANNEL CLIP METAL FURRING CHANNEL AT 24" O.C. MAX AND NOT MORE THAN 6" FROM WALL AT CHANNEL SPLICES OVERLAP 12" SECURE WITH DOUBLE STRAND 16 GA. TIE WIRE POP RIVET ACOUSTICAL CEILING PANEL 12-GAUGE HANGER WIRE (PLACED NEAR ENDS OF TEES) M-12 WALL MOLDING (BACK-TO-BACK) 41 8" 21 8"21 8" EQ.EQ. EQ . EQ . SUSPENDED GLOBE LIGHT FIXTURE (FURNISHED BY H&M AND INSTALLED BY G.C.) ABOVE CASHWRAP DESK. G.C. TO PROVIDE BLOCKING AND POWER AS REQ'D. REFER TO 'H&M STORE INSTRUCTIONS' FOR MORE INFO. DASHED LINE OF CASHWRAP DESK BELOW. CL CL 4'-1" (CASHWRAP DESK) VERIFY 2' - 2 12" ( C A S H W R A P D E S K ) V E R I F Y 4'-7 12" (ADA CASHWRAP DESK) VERIFY WALL CONSTRUCTION. SEE CONSTRUCTION PLAN FOR PARTITION TYPE. G.C. TO TAPE / FEATHER IN MUD-IN EXPANSION JOINT. SCREWS (BHSD6158) @ 20"(508mm) O.C. EXPANSION JOINT BASE ELASTOMERIC INFILL. COLOR TO MATCH ADJACENT SURFACE. G.C. TO PROVIDE SAMPLES TO ARCHITECT FOR COLOR SELECTION. A NOTE: GENERAL CONTRACTOR TO SUBMIT SHOP DRAWING FOR FINAL APPROVAL GYPSUM BOARD WALL COVER DIMENSION CHART TYPE A ( ) DENOTES MILLIMETERS 75FWG-1 75FWGC-1 (CORNER) 75FWG-2 75FWGC-2 (CORNER) 1” (25mm) 1” (25mm) 2” (51mm) 2” (51mm) SUSP. A.C. TILE2" 45° 45° 45° 2" 45° NOTE: SUSPENDED ACOUSTICAL CEILING SHALL BE INSTALLED PER ICC-ES ESR-1308 (LARR #: 25032) 1 5/8" X 16 GAUGE AT 12'-0" O.C. EACH WAY CROSS RUNNER WITH POSITIVE CONNECTION 12 GA. SPLAY WIRE BRACING IN PLANE OF EACH RUNNER. VERTICAL ANGLE IS 45° AND 12'-0" O.C. MAX. IN BOTH DIRECTIONS AT 4'-0" MAX. FROM WALLS HEAVY DUTY MAIN RUNNER NOTE: 1. ALL SPLAY WIRES SHALL BE TAUT & TIED AT BOTH ENDS W/ MIN. OF 3 TURNS IN 1" OF RUN. 2. IN LIEUF OF 2" WALL ANGLE, PROVIDE AND INSTALL 2" RETENTION CLIPS AS DIRECTED BY MFGR'S INSTALLATION GUIDE. 3. G.C. TO PROVIDE EXPANSION JOINTS PER LOCAL CODE AND ENGINEERING TO EXCLUDE REQUIRED JOINTS. 1/4" DIA. GALV. STL ROD OR 1/8" X 1" ASPHALT PAINTED FLAT STRAP HANGER - NOT TO EXCEED 4'-6" O.C. GAT CLIP .481.5L CAT. # 16.59.SM (OR OTHER APP'D MEANS) DIRECT HANG CLIP CAT.# 548.58.SM (OR OTHER APP'D CLIP)* MAIN TEE 48" O.C. MAX. SHAPE & DESIGN AS APP'D) WHERE PURLIN OCCURS AT LIGHT, TOP LIP SHALL BE BENT UP TO PREVENT CLIP FROM SLIDING OFF WHEN "T" IS TIGHT TO BAR 1 1/2" C.R. 16 GA STL SUSP. CHAN. .475# APPROX 4'-6" O.C. MAY OCCUR DIRECTLY OVER LIGHT (NOTE: LARGER OR HEAVIER CHAN. MAY BE USED WHEN REQ'D BY BLDG. CODE.) SIDE MOUNTING LEVELING LUG BY FIXTURE MFG. INSTALLATION BY ELECTRICIAN AS PART OF FIXTURE. (2 PER SIDE) FIXTURE VARIES WITH MFG. TILE OPENING 1. AT EACH END OF LIGHT FIXTURE AN INTERLOCKING CROSS TEE OR LOCKING BAR MUST BE USED. 2. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER EQUIPMENT (AIR BOXES, ETC.) AND CEILING MATERIAL SUPPORTED BY THE MAIN BEAM MUST NOT EXCEED THE ALLOWABLE DEFLECTION OF 1/360 OF ITS SPAN. DEFLECTION DATA MUST BE FURNISHED AND CERTIFIED BY THE MANUFACTURER. 3.SURFACE OR PENDENT FIXTURES MUST BE INDEPENDENTLY SUPPORTED FROM 1 1/2" BLACK IRON OR FROM FLOOR OR ROOF CONSTRUCTION. 4.CROSS TEE MAY BE 1 1/2" OR 1" HIGH, AND MAY BE 2'-0" OR 4'-0" O.C. 5.THE RECESSED FIXTURE MAY BE SUPPORTED BY THE MAIN TEES SPACED 2'-0" OR 4'-0" O.C. *PER 353-72-BCR 1/ 2 " VA R I E S NOTES: FLOOR FLOOR FLOOR FLOOR FLOOR LIGHT TRACK SEMI-RECESSED INTO CEILING CEILING HEIGHTS 7'-10 1/2" (2400MM) AND LOWER CEILING CEILING CEILING CEILING CEILING CEILING HEIGHTS 9'-10" (3000MM) CEILING HEIGHTS 8'-10 1/2" (2700MM) - 9'-9 3/4" (2999MM) CEILING HEIGHTS 8'-6 1/2" (2600MM) CEILING HEIGHTS 8'-2 1/2" (2500MM) 4" (1 0 0 M M ) FLOOR CEILING CEILING HEIGHTS 10'-6" (3200MM) - 11'-2" (3400MM) FLOOR CEILING FLOOR CEILING CEILING HEIGHTS 11'-6" (3500MM) AND HIGHER LIGHT TRACK SUSPENDED FROM CEILING 8" (2 0 0 M M ) LIGHT TRACK SUSPENDED FROM CEILING 11 3 / 4 " (3 0 0 M M ) LIGHT TRACK SUSPENDED FROM CEILING LIGHT TRACK SUSPENDED FROM CEILING LIGHT TRACK SUSPENDED FROM CEILING LIGHT TRACK SUSPENDED FROM CEILING LIGHT TRACK SUSPENDED FROM CEILING CEILING HEIGHTS 10'-2" (3100MM) 4" (1 0 0 M M ) 8" (2 0 0 M M ) 11 3 / 4 " (3 0 0 M M ) 10 ' - 6 " (3 2 0 0 M M ) GYPSUM WALLBOARD CEILING. SEE FINISH & RCP SHTS. FOR MORE INFO. CEILING HT. CEILING HTS. RELATE TO THIS EDGE SEE RCP SHTS. U.S. OF EXISTING CLG. PAN HEAD SCREWS AND ANY REQUIRED FIXINGS FURNISHED BY G.C. F.R.T. BLOCKING AS REQUIRED TO SUPPORT CURTAIN TRACK AND CURTAIN WEIGHT SURFACE MOUNTED CURTAIN TRACK ROOM DIVIDER W/ CURVED SHEET ROOM DIVIDER FIXTURE. SEE FIXTURE PLAN FOR MORE INFO CURTAIN TRACK BRACKET FURNISHED BY H&M AND INSTALLED BY G.C. NOTE: G.C. TO PROVIDE ADEQUATE BLOCKING AND SUPPORT IN CEILING FOR METAL TUBE, HARDWARE AND CURTAINS. TRACK BRACKETS & TUBES TO BE 3'-3 1/2" O/C MAX. METAL TUBE TO EXTEND FROM FLOOR TO CEILING. REFER TO STORE INSTRUCTIONS FOR INSTALLATION DETAILS. CURTAIN FURNISHED BY H&M AND INSTALLED BY G.C. SEE RCP SHEETS U.S OF GYP. BD. CEILING MTL, STUD FRAMING AS REQ'D. BY G.C. GYP. BD. PAINTED. REFER TO FINISH PLAN FOR FINISH SEE RCP SHEETS U.S OF GYP. BD. SOFFIT SOFFIT CEILING CONSTRUCTION. SEE RCP SHTS. FOR MORE INFO. MATCH PAINT FINISH TO SURROUNDING CEILING. SEE FINISH PLAN FOR MORE INFO. VA R I E S NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USEDNOT USEDNOT USED NOT USEDNOT USED NOT USED NOT USED NOT USED SECTION - GYP. BD. CEILING AT WALL (TYP.)2 SCALE: 1 1/2" = 1'-0" DETAIL - SURFACE MOUNTED LIGHTING TRACK (TYP.)4 SCALE: 1 1/2" = 1'-0"LOW HEIGHT GYP. BD. CEILING SECTION - ACT CEILING AT WALL (TYP.)1 SCALE: 1 1/2" = 1'-0" DETAIL - GYP. BD. CEILING AT ESPALIER FIXTURE 7 SCALE: 1 1/2" = 1'-0" DETAIL - SUSPENDED CEILING TILE IN B.O.H.13 SCALE: 1 1/2" = 1'-0" DETAIL - SUSPENDED LIGHTING TRACK (TYP.)3 SCALE: 1 1/2" = 1'-0"GYP. BD. CEILING A-720 CEILING DETAILS DETAIL - EXPANSION JOINT AT ACT CEILING 9 SCALE: 1 1/2" = 1'-0" DETAIL - SUSPENDED GYP CEILING - SEISMIC 8 SCALE: 1 1/2" = 1'-0" SECTION - ACT CEILING AT PORTALS (TYP.)5 SCALE: 1 1/2" = 1'-0" DETAIL - SUSPENDED ACT - SEISMIC 12 SCALE: 1 1/2" = 1'-0" DETAIL - EXPANSION JOINT AT GYP. BD. CEILING 10 SCALE: 3" = 1'-0" PLAN DETAIL - PENDANT FIXTURE 11 SCALE: 1 1/2" = 1'-0" LIGHTING TRACK MOUNTING HEIGHTS 14 SCALE: N.T.S.FOR REFERENCE ONLY / REFER TO H&M STORE GUIDELINES - LIGHTING DETAIL - CURTAIN TRACK 15 SCALE: 1 1/2" = 1'-0" DETAIL - ESCALATOR SOFFIT 16 SCALE: 1 1/2" = 1'-0" REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION SECTION - ACT CEILING AT PORTALS (TYP.)6 SCALE: 1 1/2" = 1'-0" 1 02.13.23 REVISED PER CITY COMMENTS 3 02.13.23 REVISED PER CITY COMMENTS 4 06.21.23 REVISED PER CITY COMMENTS 8' - 0 1 / 8 " 10 " 14 9 WW 6 77 11 8 7'-1 7/8" 4'-0" 1' - 8 " 30" X 48" CLEAR SPACE OPEN 9 EQ.EQ. TYP. TB-2 ±7 ' - 1 0 " PR E - F A B C A B I N 6 8' - 1 1 " 1' - 6 " 1'-8" 14 5 7 6 TYP. TB-2 5 ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " 14 1' - 6 " 4'-0" TYP. TB-2 ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " PT-4 6 ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " TYP. TB-2 11" 8 6" 11 4' - 0 " CL PT-4 ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " 11 6 5 3/4" 5' - 3 " CL 9 3" TYP. TB-2 5 4' - 0 7 / 8 " 3'-11 1/4" 6 77 9 10 8 11 WW 7 6 8' - 1 1 " TYP. TB-2 PT-4 8 6 CL EQ. 5' - 3 " EQ. TYP. TB-2 ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " 5 10 OPEN ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " 5 SEE PLAN OPEN OPEN LC 12 LC 11 PT-4135 TB-2 8' - 1 1 " E X I S T I N G ±7 ' - 1 0 " PR E - F A B C A B I N WW WWWW WW W W 2 5 4 3 A-730 FITTING ROOM AREA #1 005 A-730 11 A-730 6 14 15 12 13 A-730 7 8 9 10 A-730 23'-5 1/4" 13 ' - 3 3 / 4 " ±1 ' - 3 " 1'-8 1/4" 2'-11 1/4" 8' - 0 1 / 2 " 5' - 3 1 / 4 " 14 ACCESSIBLE FITTING ROOM CG CG 10 ' - 1 0 1 / 4 " 1' - 2 5 / 8 " 5'-4 1/4" ALIGNED W/ FITTING ROOM CABIN 4 F U L L T I L E S 8' - 1 1 " E X I S T I N G PT-4 WT-2 8' - 5 " 14 ±7 ' - 1 0 " PR E - F A B C A B I N TB-2 8 11 OPEN TO SALES 9 PT-4 TB-2 8' - 5 " 8' - 1 1 " E X I S T I N G ±7 ' - 1 0 " PR E - F A B C A B I N TB-2 OPEN OPEN OPEN LC LC LC 12 TB-2 PT-4 135 PT-4 14 ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " E X I S T I N G TB-2TB-2 B/F FITTING ROOM PLAN (TYP.) 10 SCALE: 1/4" = 1'-0" B/F FITTING ROOM ELEV. (TYP.)6 SCALE: 1/4" = 1'-0" B/F FITTING ROOM ELEV. (TYP.)7 SCALE: 1/4" = 1'-0" B/F FITTING ROOM ELEV. (TYP.)8 SCALE: 1/4" = 1'-0" B/F FITTING ROOM ELEV. (TYP.)9 SCALE: 1/4" = 1'-0" FITTING ROOM PLAN (TYP.) 11 SCALE: 1/4" = 1'-0" FITTING ROOM ELEV. (TYP.)12 SCALE: 1/4" = 1'-0" FITTING ROOM ELEV. (TYP.)13 SCALE: 1/4" = 1'-0" FITTING ROOM ELEV. (TYP.)14 SCALE: 1/4" = 1'-0" FITTING ROOM ELEV. (TYP.)15 SCALE: 1/4" = 1'-0" PLANS AND ELEVATIONS LF A-730 FITTING ROOM AREA #1 ENLARGED FITTING ROOM AREA - LOWER LEVEL PLAN 1 SCALE: 1/4" = 1'-0" REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION FITTING ROOM FINISHED NOTES ALL DIVIDERS TO BE CONSTRUCTED IN 2-1/4" HOLLOW WOOD CONSTRUCTION. EACH DIVIDER TO BE 1/2" THICK TO SLEEVE INTO DADO JOINTS. ALL G.C. PROVIDED MIRRORS TO BE ATTACHED WITH ADHESIVE. ALL TOP OF PANELS TO BE CLOSED AND CAPPED. CONNECT DIVIDERS WITH COUNTERSUNK METAL FLANGE INTERSECTING DIVIDERS TO ENSURE STABILITY. ALL INTERIOR SURFACES OF FITTING ROOM OTHER THAN MELAMINE TO BE PAINTED PT-4. PORTIONS OF WALLS ABOVE FITTING ROOMS TO BE PAINTED PT-4. SEE WALL TYPES AND INTERIOR ELEVATIONS FOR MORE INFO. BASE TO BE USED ON ALL FITTING ROOM WALL PANELS & FITTING ROOM CABIN PANELS. BASE TO BE USED ON ALL OTHER WALLS. FITTING ROOM NOTES 1. ALL FITTING ROOM FIXTURES, HARDWARE, BACK MIRRORS, MIRROR w/ LIGHT, SERVICE AREA PANELS ARE SUPPLIED BY H&M/ INSTALLED BY G.C. G.C. TO VERIFY FIXTURES, E.C. ROUGH-IN WITH FLOOR PLAN LAYOUT. 2. G.C. IS RESPONSIBLE FOR PROVIDING ALL BRACING/ BLOCKING REQUIRED BY CODE AND STRUCTURAL NECESSITY FOR ALL FIXTURES AFFIXED TO WALLS. 3. COORDINATE SPACING & FREQUENCY OF BLOCKING FOR FITTING ROOM ACCESSORIES w/ H&M ON SITE. 4. G.C. TO CAULK AROUND ALL FIXTURES IN FITTING ROOMS. CAULK ILLUMINATED MIRRORS WHEN FRONT PANELS ARE IN OPEN POSITION. 5. ATTACH HANDICAP BENCH TO WALL (NO OTHER FITTING ROOM BENCHES TO BE SECURED TO WALLS). 6. ALL PLAN DIMENSIONS TO FINISH FACE OF PARTITION. 7. CENTER LINE OF J-BOX FOR FITTING ROOM ILLUMINATED MIRRORS TO BE @ 46 1/2" A.F.F. 8. MIRROR IN ADA FITTING ROOM FURNISHED AND INSTALLED BY G.C. 9. VERIFY WALLS TO RECEIVE SPECIAL GRAPHICS AND/ OR MATERIAL SHALL NOT HAVE ANY RECEPTACLES. 10. WALL PANELS ACCORDING w/ CORNER GUARDS (ONLY AT PANELS) FURNISHED BY TENANT & INSTALLED BY GC. GC TO FURNISH 15 MM 'L'-PROFILE IN SATIN ALUMINUM TO MATCH OTHER FITTING ROOM PROFILES. 11. SPECIAL MIRROR BETWEEN SPECIAL PANELS FURNISHED & INSTALLED BY G.C. 12. FITTING ROOM MIRROR-LIGHTS TO CONTAIN INTEGRAL MOTION SENSORS (TYP.) E.C. TO RUN WIRE/ CABLING IN WALL CAVITY ADJACENT TO FITTING ROOM AND/OR TO JUNCTION BOX IN CEILING ABOVE (TYP.). 13. G.C. TO COORDINATE FITTING ROOM PORTAL OPENING HEIGHT WITH I.P.S. DRAWING AND STORE INSTRUCTION CATALOGUE. 14. FITTING ROOM MIRROR AND SIDES LIGHTS ALWAYS TO COVER FULL WIDTH OF WALL. 15. CLEAR SPACE MUST BE MAINTAINED. NO. GENERAL FITTING ROOM NOTES FITTING ROOM WALL PANEL WITH BASE. G.C TO CUT AND TRIM ON-SITE AS REQUIRED. HDF. BD. WALL PROTECTION. FURNISHED AND INSTALLED BY G.C. WITH BASE. REFER TO FINISH PLANS AND SHT. A-711 FOR MORE INFO. CEILING MOUNTED CURTAIN ROD AND FULL HEIGHT CURTAIN. FURNISHED BY H&M AND INSTALLED BY G.C. FITTING ROOM SERVICE AREA DESK CABIN CURTAIN ROD. INSTALLATION SCREW COLOR TO MATCH ROD WALL MOUNTED MIRROR FURNISHED AND INSTALLED BY G.C. (U.S. MIRROR @ 10" AFF) LIGHTS FURNISHED BY H&M AND INSTALLED BY G.C. (PROVIDE POWER & BLOCKING AS REQ'D.) HOOKS INSTALLED BY G.C (REFER TO ELEVATIONS FOR MOUNTING HT.) HANGING BAR (REFER TO ELEVATION FOR MOUNTING HT.) SEAT (STOOL). "BACK" MIRROR (U.S. MIRROR @ 1'-6" AFF) HOOK FOR FITTING ROOM TAG (4'-0" AFF TO CENTERLINE) (SEE F.R. PLAN FOR LOCATIONS) FITTING ROOM SIGN (FITTING ROOM #) (7'-0 5/8" AFF TO CENTERLINE) (SEE F.R. PLAN FOR LOCATIONS) BARRIER-FREE BENCH ( 20" x 48" MIN.) TO BE FLOOR SUPPORTED & FASTENED TO FLOOR. PROVIDED BY OWNER & INSTALLED BY G.C. 42" BARRIER-FREE GRAB BAR (2'-10" AFF TO CENTERLINE) "NIB" WALL @ CORNER FOR MIRROR. BUILT FROM FITTING ROOM WALL PANELS ( SEE FITTING ROOM DETAILS SHT. ) BUILT ON-SITE MIRROR FIXTURE ( SEE FITTING ROOM DETAILS SHT. ) ESPALIER FIXTURE. REFER TO FIXTURE PLAN AND ESPALIER DETAILS SHEET FOR MORE INFO. LOUNGE COUCH. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C. LOUNGE CHAIR. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C. LOUNGE TABLE. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C. LOUNGE SIDE TABLE. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C. LOUNGE RUG. G.C. TO PROVIDE AND INSTALL 6" FLAT METAL PLATE CORNER BRACE AT THE UNDERSIDE OF EACH CORNER OR EQUALLY AROUND CIRCUMFERENCE OF ALL RUGS. ATTACH WITH HEAVY DUTY DUCT TAPE. SEE FIXTURE SCHEDULE FOR MORE INFO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SYM.LEGEND NOTE REFERENCE FITTING ROOM WALL PANEL ( SEE FIXTURE SCHEDULE FOR MORE INFO. ) HDF. BD. WALL PROTECTION ( SEE PARTITION SHEET FOR MORE INFO. ) CORNER GUARD ( SEE FIXTURE SCHEDULE FOR MORE INFO. ) # MB-1 TB-1 CG TB-1 TB-1TB-1NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED FITTING ROOM AREA #1 PLAN 2 SCALE: 1/4" = 1'-0" NOT USED NOT USED NOT USED NOT USED FITTING ROOM AREA #1 PLAN 3 SCALE: 1/4" = 1'-0" FITTING ROOM AREA #1 PLAN 4 SCALE: 1/4" = 1'-0" FITTING ROOM AREA #1 PLAN 5 SCALE: 1/4" = 1'-0" NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 2 05.18.23 REVISION TO PERMIT W W 6 77 9 11 8 14 5'-0 1/2" EXISTING 1'-8" 9' - 1 1 " EX I S T I N G 4' - 0 " 30" X 48" CLEAR SPACE 6 ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " TYP. TB-2 11" 8 6" 11 4' - 0 " CL 14 1' - 6 " 4'-0" TYP. TB-2 ±7 ' - 1 0 " PR E - F A B C A B I N 8' - 1 1 " PT-4PT-4 9' - 0 " ( E X I S T I N G ) PT-4 7 6 EX I S T I N G C A B I N TB-2 11 OPEN 9 1'-6"1'-3" EX I S T I N G C A B I N 6 9' - 0 " ( E X I S T I N G ) PT-4 TB-2 OPEN EX I S T I N G C A B I N 9' - 0 " ( E X I S T I N G ) PT-4 TB-2 W W 7 6 7 9 11 8 10 5'-0 1/2" EXISTING 4' - 0 " EX I S T I N G 6 CL 5' - 3 " EX I S T I N G C A B I N 9' - 0 " ( E X I S T I N G ) 5 11 5 3/4" 9 3" PT-4 TB-2 9' - 0 " ( E X I S T I N G ) PT-4 7 6 TB-2 8 6 EQ. 5 10 EQ. PT-4 TB-2 9 11 PT-4 BUILT ON SITE MIRROR 9' - 0 " ( E X I S T I N G ) EX I S T I N G C A B I N 17 TB-2 W W W W W W W WW W W W W W W W FITTING ROOM AREA #2 105 4 3 4 5 2 A-731 16'-2 3/4" 15 ' - 1 1 1 / 4 " 10 ' - 1 1 " 4 3 / 4 " 27 ' - 3 " A-731 11 A-731 6 7 8 9 10 A-731 14 15 12 13 A-731 14 17 ACCESSIBLE FITTING ROOM 3' - 1 1 " 1' - 6 " 5' - 6 " 1'-2" OPEN OPEN OPEN OPEN OPEN LC LCLC LCLC LC 5 13 12 PT-4 9' - 0 " ( E X I S T I N G ) EX I S T I N G C A B I N TB-2 8' - 6 " 9' - 0 " 4 ALIGNED W/ EXISTING FITTING ROOM CABIN PT-4 14 WT-2 4 F U L L T I L E S TB-2 LC LCLC LC OPEN OPENOPEN OPEN TO SALES PT-4513 8' - 6 " 9' - 0 " 14 12 EX I S T I N G C A B I N TB-2 TB-2 OPEN TO SALES 4 F U L L T I L E S 1'-6" FULL TILES WT-2 PT-3 PLANS AND ELEVATIONS LF A-731 FITTING ROOM AREA #2 ENLARGED REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION FITTING ROOM FINISHED NOTES ALL DIVIDERS TO BE CONSTRUCTED IN 2-1/4" HOLLOW WOOD CONSTRUCTION. EACH DIVIDER TO BE 1/2" THICK TO SLEEVE INTO DADO JOINTS. ALL G.C. PROVIDED MIRRORS TO BE ATTACHED WITH ADHESIVE. ALL TOP OF PANELS TO BE CLOSED AND CAPPED. CONNECT DIVIDERS WITH COUNTERSUNK METAL FLANGE INTERSECTING DIVIDERS TO ENSURE STABILITY. ALL INTERIOR SURFACES OF FITTING ROOM OTHER THAN MELAMINE TO BE PAINTED PT-4. PORTIONS OF WALLS ABOVE FITTING ROOMS TO BE PAINTED PT-4. SEE WALL TYPES AND INTERIOR ELEVATIONS FOR MORE INFO. BASE TO BE USED ON ALL FITTING ROOM WALL PANELS & FITTING ROOM CABIN PANELS. BASE TO BE USED ON ALL OTHER WALLS. FITTING ROOM NOTES 1. ALL FITTING ROOM FIXTURES, HARDWARE, BACK MIRRORS, MIRROR w/ LIGHT, SERVICE AREA PANELS ARE SUPPLIED BY H&M/ INSTALLED BY G.C. G.C. TO VERIFY FIXTURES, E.C. ROUGH-IN WITH FLOOR PLAN LAYOUT. 2. G.C. IS RESPONSIBLE FOR PROVIDING ALL BRACING/ BLOCKING REQUIRED BY CODE AND STRUCTURAL NECESSITY FOR ALL FIXTURES AFFIXED TO WALLS. 3. COORDINATE SPACING & FREQUENCY OF BLOCKING FOR FITTING ROOM ACCESSORIES w/ H&M ON SITE. 4. G.C. TO CAULK AROUND ALL FIXTURES IN FITTING ROOMS. CAULK ILLUMINATED MIRRORS WHEN FRONT PANELS ARE IN OPEN POSITION. 5. ATTACH HANDICAP BENCH TO WALL (NO OTHER FITTING ROOM BENCHES TO BE SECURED TO WALLS). 6. ALL PLAN DIMENSIONS TO FINISH FACE OF PARTITION. 7. CENTER LINE OF J-BOX FOR FITTING ROOM ILLUMINATED MIRRORS TO BE @ 46 1/2" A.F.F. 8. MIRROR IN ADA FITTING ROOM FURNISHED AND INSTALLED BY G.C. 9. VERIFY WALLS TO RECEIVE SPECIAL GRAPHICS AND/ OR MATERIAL SHALL NOT HAVE ANY RECEPTACLES. 10. WALL PANELS ACCORDING w/ CORNER GUARDS (ONLY AT PANELS) FURNISHED BY TENANT & INSTALLED BY GC. GC TO FURNISH 15 MM 'L'-PROFILE IN SATIN ALUMINUM TO MATCH OTHER FITTING ROOM PROFILES. 11. SPECIAL MIRROR BETWEEN SPECIAL PANELS FURNISHED & INSTALLED BY G.C. 12. FITTING ROOM MIRROR-LIGHTS TO CONTAIN INTEGRAL MOTION SENSORS (TYP.) E.C. TO RUN WIRE/ CABLING IN WALL CAVITY ADJACENT TO FITTING ROOM AND/OR TO JUNCTION BOX IN CEILING ABOVE (TYP.). 13. G.C. TO COORDINATE FITTING ROOM PORTAL OPENING HEIGHT WITH I.P.S. DRAWING AND STORE INSTRUCTION CATALOGUE. 14. FITTING ROOM MIRROR AND SIDES LIGHTS ALWAYS TO COVER FULL WIDTH OF WALL. 15. CLEAR SPACE MUST BE MAINTAINED. NO. GENERAL FITTING ROOM NOTES FITTING ROOM WALL PANEL WITH BASE. G.C TO CUT AND TRIM ON-SITE AS REQUIRED. HDF. BD. WALL PROTECTION. FURNISHED AND INSTALLED BY G.C. WITH BASE. REFER TO FINISH PLANS AND SHT. A-711 FOR MORE INFO. CEILING MOUNTED CURTAIN ROD AND FULL HEIGHT CURTAIN. FURNISHED BY H&M AND INSTALLED BY G.C. FITTING ROOM SERVICE AREA DESK CABIN CURTAIN ROD. INSTALLATION SCREW COLOR TO MATCH ROD WALL MOUNTED MIRROR FURNISHED AND INSTALLED BY G.C. (U.S. MIRROR @ 10" AFF) LIGHTS FURNISHED BY H&M AND INSTALLED BY G.C. (PROVIDE POWER & BLOCKING AS REQ'D.) HOOKS INSTALLED BY G.C (REFER TO ELEVATIONS FOR MOUNTING HT.) HANGING BAR (REFER TO ELEVATION FOR MOUNTING HT.) SEAT (STOOL). "BACK" MIRROR (U.S. MIRROR @ 1'-6" AFF) HOOK FOR FITTING ROOM TAG (4'-0" AFF TO CENTERLINE) (SEE F.R. PLAN FOR LOCATIONS) FITTING ROOM SIGN (FITTING ROOM #) (7'-0 5/8" AFF TO CENTERLINE) (SEE F.R. PLAN FOR LOCATIONS) BARRIER-FREE BENCH ( 20" x 48" MIN. ) TO BE FLOOR SUPPORTED & FASTENED TO FLOOR. PROVIDED BY OWNER & INSTALLED BY G.C. 42" BARRIER-FREE GRAB BAR (2'-10" AFF TO CENTERLINE) "NIB" WALL @ CORNER FOR MIRROR. BUILT FROM FITTING ROOM WALL PANELS ( SEE FITTING ROOM DETAILS SHT. ) BUILT ON-SITE MIRROR FIXTURE ( SEE STANDARD STORE DETAILS ) ESPALIER FIXTURE. REFER TO FIXTURE PLAN AND ESPALIER DETAILS SHEET FOR MORE INFO. LOUNGE COUCH. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C. LOUNGE CHAIR. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C. LOUNGE TABLE. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C. LOUNGE SIDE TABLE. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C. LOUNGE RUG. G.C. TO PROVIDE AND INSTALL 6" FLAT METAL PLATE CORNER BRACE AT THE UNDERSIDE OF EACH CORNER OR EQUALLY AROUND CIRCUMFERENCE OF ALL RUGS. ATTACH WITH HEAVY DUTY DUCT TAPE. SEE FIXTURE SCHEDULE FOR MORE INFO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SYM.LEGEND NOTE REFERENCE FITTING ROOM WALL PANEL ( SEE FIXTURE SCHEDULE FOR MORE INFO. ) HDF. BD. WALL PROTECTION ( SEE PARTITION SHEET FOR MORE INFO. ) CORNER GUARD ( SEE FIXTURE SCHEDULE FOR MORE INFO. ) # MB-1 TB-1 CG TB-1 TB-1TB-1NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED B/F FITTING ROOM PLAN (TYP.) 10 SCALE: 1/4" = 1'-0" B/F FITTING ROOM ELEV. (TYP.)6 SCALE: 1/4" = 1'-0" B/F FITTING ROOM ELEV. (TYP.)7 SCALE: 1/4" = 1'-0" B/F FITTING ROOM ELEV. (TYP.)8 SCALE: 1/4" = 1'-0" B/F FITTING ROOM ELEV. (TYP.)9 SCALE: 1/4" = 1'-0" FITTING ROOM PLAN (TYP.) 11 SCALE: 1/4" = 1'-0" FITTING ROOM ELEV. (TYP.)12 SCALE: 1/4" = 1'-0" FITTING ROOM ELEV. (TYP.)13 SCALE: 1/4" = 1'-0" FITTING ROOM ELEV. (TYP.)14 SCALE: 1/4" = 1'-0" FITTING ROOM ELEV. (TYP.)15 SCALE: 1/4" = 1'-0" FITTING ROOM AREA #2- UPPER LEVEL PLAN 1 SCALE: 1/4" = 1'-0" FITTING ROOM AREA #2 PLAN 2 SCALE: 1/4" = 1'-0" FITTING ROOM AREA #2 PLAN 3 SCALE: 1/4" = 1'-0" FITTING ROOM AREA #2 PLAN 4 SCALE: 1/4" = 1'-0" FITTING ROOM AREA #2 PLAN 5 SCALE: 1/4" = 1'-0" 1 02.13.23 REVISED PER CITY COMMENTS SUPPLEMENTAL SITE INSTRUCTION05.11.23 30 " x 6 0 " 30 " x 6 0 " PLASTIC PAPER TRASH BA R W I T H H I G H S T O O L S & O U T L E T S 50" TV 30 " x 6 0 " DECO TABLE & SHELVING: REUSE EXISTING TABLE AND SHELVES FROM THE OLD DECO ROOM. F PROCESSING TABLE ADJUSTABLE HEIGHT. ELECTRICITY REQUIRED IN FLOOR. Art.NO 102043-01 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER3-TIERLOCKER MICROWAVE WATER COOLER W RELOCATED VENDING MACHINE RELOCATED VENDING MACHINE TIME CLOCK A A X6 X5 AAAA AA HH C E F GG X3 K DD EE X8 EE X5 H EXPOSED PLUMBING BELOW COUNTER TO BE INSULATED. SEE SPECIFICATIONS ON MECHANICAL DRAWINGS 1 A-741 3 A-741 10 A-741 4 A-741 7 A-741 DD HH STAFF ROOM 117 JANITOR'S ROOM 111 MEETING ROOM 116 VISUAL ROOM 110 SECURITY ROOM 112 ELECTRICAL ROOM 113 ADMIN 114 LAN ROOM 115 HALLWAY 109 MEN'S WASHROOM 107 STOCK ROOM 106 WOMEN'S WASHROOM 108 G.C. TO ENSURE ELECTRICAL ROOM DOOR HARDWARE IS IN GOOD WORKING ORDER, REPORT AND DEFICIENCIES TO THE H&M PM. GC TO DEEP CLEAN G.C. TO REPLACE ANY DAMAGED OR MISSING CORNER GUARDS AS REQUIRED G.C. TO REPLACE ANY DAMAGED OR MISSING RSP & CORNER GUARDS AS REQUIRED GC TO DEEP CLEAN SALES AREA SALES AREA FITTING ROOMS EXTERIOR ADJACENT TENANT SERVICE CORRIDOR 1 A-742 ±1 ' - 8 3 / 4 " 2'-1 5/8" ALIGN 3' - 9 5 / 8 " 6'-7 5/8" G 2' - 6 " 4'-0" 30" X 48" SIDE APPROACH CLEAR SPACE 3' - 8 " 3'-9" 1 A-743 N RELCOCATED TIME CLOCK, REFER TO ELECTRICAL DRAWINGS CLICK & COLLECT 006 EXIT CORRIDOR 007 FITTING ROOMS SALES AREA ELEVATOR MACHINE ROOM ADJACENT TENANT SERVICE CORRIDORCG CG 1' - 0 3 / 4 " (1 ' - 0 " M I N . ) ALIGN ALIGN 6'-3"7'-7 1/8" 18'-10 3/8" 5' - 4 5 / 8 " 2'-1"12'-7 3/8"6'-7 7/8" 3'-6" 1'-6 1/4" ±5 ' - 7 1 / 4 " ±8 ' - 3 7 / 8 " ±4'-6 3/4" 2' - 8 5 / 8 " LF A-740 ENLARGED BOH PLAN, NOTES AND SCHEDULES REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION CABINET & HARDWARE GENERAL NOTES: 1. IKEA CABINETRY TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ADDITIONAL BLOCKING / ATTACHMENTS AS REQUIRED. 2. DRAWER SLIDES TO BE RATED FOR 100 LBF & SHALL BE FULL EXTENSION, SIDE MOUNTED, ZINC PLATED STEEL DRAWER SLIDES WITH STEEL BALL BEARINGS, BHMA A156.9, B05091. 3. PROVIDE 2"X2" STEEL TUBES BELOW COUNTERTOPS WHERE SHOWN OR REQUIRED FOR EQUIPMENT ABOVE 4. ALL EXPOSED HARDWARE SHALL BE NO. 640 FINISHED. 5. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A156.9, B01602, SELF-CLOSING 6. ADJUSTABLE SHELF STANDARDS & SUPPORTS: BHMA A156.9, B04071: WITH SELF RESTS, B04081 7. PROVIDE STAINLESS STEEL PINS FOR ALL ADJUSTABLE SHELVING MATERIALS & HARDWARE LEGEND ITEM DESCRIPTION BASE CABINETS IKEA: SEKTION BASE CABINET FRAME, WHITE WALL CABINETS IKEA: SEKTION WALL CABINET FRAME, WHITE CABINET DOORS IKEA: VEDDINGE DOOR, WHITE DRAWER FRONTS IKEA: VEDDINGE DRAWER FRONT, WHITE DRAWER IKEA: MAXIMERA DRAWER, MEDIUM, WHITE SHELF IKEA: UTRUSTA SHELF CABINET PULLS IKEA: LANSA HANDLE (601.387.59) HINGE IKEA: UTRUSTA HINGE PANEL FASTENER KEKU PUSH-IN PANEL - HAFELE # 262.50.313 WALL CABINET SUSPENSION RAIL IKEA: SEKTION SUSPENSION RAIL GALVANIZED (602.516.27) BASE CABINET LEGS IKEA: SEKTION LEG (102.655.18) BASE CABINET TOEKICK IKEA: FÖRBÄTTRA TOEKICK, WHITE (602.668.17) 3" X 6" CERAMIC TILE #0790 ARTIC WHITE, RITTENHOUSE SQUARE BY DALTILE IN RUNNING BOND PATTERN. GROUT: MAPEI - COLOR #38 AVALANCHE 1" CORIAN - "DOVE" FORMICA LAMINATE #459-58, BRITE WHITE MATTE FINISH IKEA: WORK TOP, LAMINATE, WHITE STONE EFFECT, SALJAN WT-1 COR-1 RSP LEGEND SYMBOL DESCRIPTION DASHED LINE INDICATES LOCATION OF RSP, TYP. FOR GRAPHIC PURPOSES ONLY. REFER TO FINISH SCHEDULE SHT. FOR MORE INFO. INDICATES LOCATION OF RSP CORNER GUARD, TYP. FOR GRAPHIC PURPOSES ONLY. REFER TO FINISH SCHEDULE SHT. AND SHT. A-710 FOR MORE INFO. NOTE: USE INPRO G2-160RD SURFACE MOUNT END WALL PROTECTOR AT LOUNGE PORTAL AND WHERE (2) CORNER GUARDS ARE REQUIRED AT END WALL. CG NOTE: ALL B.O.H. CONVENIENCE OUTLETS IN OFFICES, KITCHENS, AND VISUALS AREAS TO BE EQUIPPED WITH WALL SOCKETS WITH BUILT-IN TIMER DEVICES. COORD. ELEC. REQT'S / HEIGHT WITH P.M. & ELEC. DWGS. IKEA FURNITURE SCHEDULE FOR B.O.H. NO. DESCRIPTION MANUF.MODEL LOCATION # TABLE (31.5" x 48"- 71")IKEA EKEDALEN 703.408.07 SEE PLANS 3 TABLE (36" x 71"-95")IKEA EKEDALEN 703.407.65 SEE PLANS 2 TABLE ( 24" X 48")IKEA LINNMON+GODVIN 603.537.58 SEE PLANS 1 TASK CHAIR IKEA LANGFJALL 292.809.10 SEE PLANS 2 DINING CHAIR IKEA ODGER 002.460.78 SEE PLANS 13 CLOSED CABINET (47" H x 31.5" W x 18" D)IKEA GALANT 103.651.41 SEE PLANS 1 BAR STOOL (26" SEAT HEIGHT)IKEA GLENN 601.317.34 SEE PLANS 3 ADMIN DESK IKEA BEKANT 190.228.08 SEE PLANS 2 BENCH (41 3/8"L X 14 W)IKEA EKEDALEN 403.407.62 SEE PLANS 5 FLOOR LAMP IKEA HEKTAR 803.936.16 SEE PLANS 1 PICTURE LEDGE IKEA MOSLANDA 702.921.04 SEE PLANS 1 FRAMES WITH IMAGES IKEA RIBBA 903.784.27 SEE PLANS XX AA BB CC DD EE FF GG HH (IKEA: FURNISHED AND INSTALLED BY G.C.) SCHEDULE FOR B.O.H. ACCESSORIES AND APPLIANCES NO. DESCRIPTION LOCKER - 3 OR 6 TIER 12"D POLYCARBONATE STYLE LOCKERS, RED w/ FLAT TOP FROM (www.lockup.com) BAYCO EXECUTIVE COAT RACK - MODEL # B-10-H IN BAYCO ANODIZED COLOR AND NECESSARY ACCESSORIES AT 54" A.F.F. LG 55 CLASS LED 2160P - SMART - 4K ULTRA HD TV (UM7300PUA) WITH SANUS PREMIUM SERIES ADVANCED TILT TV WALL MOUNT (BLT2-B1) (FOR ALL MEETING ROOMS, LOUNGES, ETC.) TIME CLOCK GRAB BARS - AMERICAN SPECIALTIES INC. - 3800 SERIES 18" LENGTH - STAINLESS STEEL OR APPROVED EQUAL. G.E. REFRIGERATOR - FRENCH DOOR STAINLESS STEEL MODEL # GNE21FSKSS, SKU:5009900009900 LG MICROWAVE NEOCHEF- STAINLESS STEEL MODEL # LMC1575ST, SKU:5714901 SOAP DISPENSER - BOBRICK - B-2111 COUNTERTOP PAPER TOWEL HOLDER - UMBRA 330746-582-L50 OR APPROVED EQUAL. WHITE INFORMATION BOARD FROM STAPLES OR APPROVED EQUAL NOTE: G.C. TO INSTALL PRIOR TO STORE OPENING PER H&M P.M. DIRECTION. (PROVIDED BY H&M & INSTALLED BY G.C) BULLETIN BOARD (DECO TABLE AREA) FROM STAPLES OR APPROVED EQUAL (PROVIDED BY H&M & INSTALLED BY G.C) WATER COOLER - SPEC TBD TIME CLOCK ( EXISTING TO BE RELOCATED) FLOOR CLEANING MACHINE - BATTERY OPERATED AUTOMATIC SCRUBBER SC450 ADVANCE (VERIFY LOCATION WITH H&M STORE PLANNER AND OPERATIONS) PREFERABLY IN JANITOR'S CLOSET. ALTERNATE LOCATION IN STOCKROOM (PROVIDED BY H&M CLEANING VENDOR) WATER FOUNTAIN W/ BOTTLE FILLER. REFER TO MECHANICAL DRAWINGS. A B C D E F G H I J K L M N (FURNISHED AND INSTALLED BY G.C. UNLESS OTHERWISE NOTED) NOT USED NOT USED JJ KK LL MM PLAM-1 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED ENLARGED PLAN - ENLARGED BACK OF HOUSE 1 SCALE: 1/4" = 1'-0"UPPER LEVEL ENLARGED PLAN - ENLARGED CORRIDOR & CLICK & COLLECT 2 SCALE: 1/4" = 1'-0"LOWER LEVEL CTP-1 NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 1'-678"1'-678"1'-678" 4'-85 8" 912"1'-67 8"912"1'-67 8" LINE OF SUPPORT BELOW 10"Ø OPENING (TYP. OF 3)7 A-741 EQ . EQ . 2' - 3 " CLCL CL CL 1'-57 8" INTERIOR CLEAR 1'-57 8" INTERIOR CLEAR 1'-57 8" INTERIOR CLEAR 8 A-741 EQ. 1 EQ. 1 EQ. 1 3" 1" 2' - 1 " COUNTERTOP 1'-67 8"1'-67 8"1'-67 8" 4'-85 8" CTP-1 9 A-741 1/4" REVEAL. HEIGHT TO MATCH OTHER DRAWERS IN LOUNGE 5" 2' - 1 0 " PLAM-1 3" 3" MELAMINE INTERIOR 1" 2' - 6 " EQ.10" Ø EQ. 2'-3" AL I G N COUNTERTOP DOOR & HARDWARE TO MATCH KITCHEN CABINET DOORS PLAM-1 CTP-1 PLAM-1 1'-11" INTERIOR CLEAR PLAM-1 2 A-741 A.C.T. CEILING EXISTING 2' - 6 " NOTE: REFER TO ELECTRICAL SHTS. FOR ALL DATA AND POWER RECEPTACLES LOCATIONS SHELF - IKEA BERGSHULT BRACKETS - IKEA EKBY STODIS OR LOCALLY SOURCED 2' - 1 " 1' - 3 34" DESK - ADJUSTABLE HEIGHT - BEKANT, IKEA OR LOCALLY SOURCED 2 ADMIN PACKS SEE PAGE 35 OR BOH GUIDE LINES DESK SCREEN CORK BOARD OR LIGHT GREY LOCALLY SOURCED FINISHED FLOOR 0'-0" A.F.F. SEE PLAN FINISHED FLOOR 0'-0" A.F.F. HEAVY DUTY METAL SUPPORT BRACKET (TYP.) A.C.T CEILING 9'-0" A.F.F. COUNTERTOP. DOUBLED UP CORIAN AROUND PERIMETER 5 A-741 CLCL NOTE: REFER TO ELECTRICAL SHTS. FOR ALL DATA AND POWER RECEPTACLES LOCATIONS CTP-1 3' - 0 " T. O . L U N C H C O U N T E R 3'-11 8" EQ. 4" PT-1 EXISTING BASE, PATCH & REPAIR AS REQ'D CL 3'-11 8" EQ. CL 3'-11 8" EQ. 4 A-741 6 A-741 EXISTING WALL CONSTRUCTION FINISHED FLOOR 0'-0" ± A.F.F. A.C.T CEILING 9'-0" ± A.F.F. 3' - 0 " 4" COUNTERTOP. DOUBLED UP CORIAN AROUND PERIMETER EXISTING WALL CONSTRUCTION T.O. COUNTER +36" A.F.F. HEAVY DUTY METAL SUPPORT BRACKET (SEE ELEVATION) PROVIDE NEW CONTINUOUS WOOD BLOCKING BETWEEN STUDS AS REQ'D. PATCH, REPAIR & PAINT WALL AS REQ'D. 4" 1'-6" 3/4"CTP-1 55" FLAT SCREEN TV BY LG, SAMSUNG, OR APPROVED EQUAL W/WALL MOUNT. G.C. TO PROVIDE BLOCKING AND POWER AS REQ'D. 5' - 0 " FINISHED FLOOR 0'-0" A.F.F. A.C.T CEILING EXISTING 55" T V EXISTING BASE TO REMAIN, G.C. TO PATCH & REPAIR AS REQUIRED EQ. PT-1 EQ. NOTE: GENERAL CONTRACTOR PROVIDED MILLWORK WILL REQUIRE SHOP DRAWINGS SUBMITTED TO TENANT AND ARCHITECT UPON AWARDING OF CONTRACT. 4' - 6 3 4" HO L D 25 5 / 8 " T O 3 3 1 / 2 " 1'-2" 1' - 3 3 4" SHELF - IKEA BERGSHULT BRACKETS - IKEA EKBY STODIS OR LOCALLY SOURCED DESK - ADJUSTABLE HEIGHT - BEKANT, IKEA OR LOCALLY SOURCED ADMIN PACK SEE PAGE 35 OR BOH GUIDE LINES 3/4" PLYWOOD COUNTERTOP w/WHITE PLASTIC LAMINATE FINISH. APPLY SECOND LAYER OF 3" WIDE PARTICLE BOARD AROUND PERIMETER 2' - 6 " 5'-0" HEAVY DUTY METAL BRACKETS ON EITHER SIDE. SIZE TO BE VERIFIED. 2" x 2" WOOD BLOCKING BELOW 10 A-741 13 A-741 1' - 2 " NOTE: G.C. TO PROVIDE IN-WALL F.R.T. BLOCKING FOR INSTALLATION OF DECO TABLE. NOTE: DECO TABLE IS SUPPLIED AND INSTALLED BY GC. FINAL LOCATION BY H&M PROJECT MANAGER. 2" DIA. WHITE METAL SUPPORT POST ON EITHER SIDE CL 3" 3" 3" AREA OF DOUBLED UP PARTICLE BOARD BELOW 3" NOTE: G.C. TO PROVIDE IN-WALL F.R.T. BLOCKING FOR INSTALLATION OF DECO TABLE. 2' - 6 " 5'-0" NOTE: FOR LOCATION OF DECO TABLE REFER TO CONSTRUCTION PLAN. GC TO PROVIDE AND INSTALL DECO TABLE. PROVIDE BLOCKING INSIDE PARTITION FOR PROPER INSTALLATION. 3' - 2 " 1' - 0 " 3/4" PARTICLE BOARD COUNTERTOP w/ WHITE PLASTIC LAMINATE FINISH. DOUBLED UP PARTICLE BOARD AROUND PERIMETER WOOD BLOCKING INSIDE PARTITION BY G.C. 2" x 2" WOOD BLOCKING HEAVY DUTY METAL BRACKET (BEYOND) 1' - 8 " HO L D 1'-2" ±3 ' - 1 0 " 1/4" MIN. BACK PANEL FINISHED TO MATCH SHELVES 3/4" THICK SIDE PANELS w/ (PLAM-1) FINISH. END PANELS TO HAVE PLASTIC LAMINATE FINISH ON BOTH SIDES 3/4" THICK P. BD. ADJUSTABLE SHELVES WITH SCHEDULED (PLAM-1) FINISH ON 4 SIDES TYP. GENERAL CONTRACTOR TO REINFORCE PARTITION w/ BLOCKING AND ANY OTHER REQ'D MEANS TO WITHSTAND A PULLING FORCE OF 75 LBS PER LINEAR FOOT 2" DIA. WHITE METAL SUPPORT POST WITH METAL SLEEVES FOR CONNECTION 2'-6" NOTE: REFER TO ELECTRICAL DRAWINGS FOR EXACT LOCATIONS OF ELECTRICAL/DATA RECEPTACLES. COORDINATE WITH PM 3' - 2 " 1' - 0 " 1' - 8 " HO L D ±3 ' - 1 0 " 5'-0" HOLD 13 A-741 2' - 8 " HO L D 2'-6" 2"X2" F.R.T. WOOD BLOCKING 2" DIA. WHITE METAL SUPPORT POST WITH METAL SLEEVES FOR CONNECTION HEAVY DUTY METAL BRACKETS A.C.T CEILING 9'-0" A.F.F. FINISHED FLOOR 0'-0" A.F.F. ±2 ' - 1 0 " NOTE: REFER TO ELECTRICAL SHTS. FOR ALL DATA AND POWER RECEPTACLES LOCATIONS LF A-741 BOH MILLWORK DETAILS AND ELEVATIONS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION RECYCLING CENTER (PLAN)9 SCALE: 3/4" = 1'-0" RECYCLING CENTER (ELEVATION)7 SCALE: 3/4" = 1'-0" RECYCLING CENTER (SECTION)8 SCALE: 3/4" = 1'-0" LOUNGE SECTION 5 SCALE: 3/4" = 1'-0" COUNTER SECTION 6 SCALE: 3" = 1'-0" ELEVATION - ADMIN. ROOM MILLWORK 1 SCALE: 3/4" = 1'-0" LUNCH COUNTER (ELEVATION)4 SCALE: 3/4" = 1'-0" LOUNGE WALL (ELEVATION)3 SCALE: 3/4" = 1'-0" SECTION - ADMIN. ROOM MILLWORK 2 SCALE: 3/4" = 1'-0" ELEVATION - DECO TABLE 10 SCALE: 3/4" = 1'-0" SECTION -DECO TABLE 13 SCALE: 3/4" = 1'-0" PLAN - DECO TABLE PARTICLE BD. FRAMING 11 SCALE: 3/4" = 1'-0" PLAN - DECO TABLE 12 SCALE: 3/4" = 1'-0" M FINISHED FLOOR 0'-0" A.F.F. A.C.T CEILING 9'-0" A.F.F. NOTE: REFER TO ELECTRICAL SHTS. FOR ALL DATA AND POWER RECEPTACLES LOCATIONS 2 A-742 3 A-742 RE M O V A B L E P A N E L 2"1'-6"1'-6"3'-0"1'-6"1'-6"2" 2"1'-6"1'-6"2'-10 1/2" (30"MIN.) CLEAR 1'-6"1'-6"2" F 3 1 / 2 " 2' - 6 " 1 1 / 8 " 2' - 0 " 3' - 4 " 2' - 1 0 5 / 8 " 2' - 7 1 / 8 " WT-1 CL CL 8" 7 7/8" 2' - 0 " GCOUNTERTOP SINGLE COMPARTMENT STAINLESS STEEL SINK WITH MAXIMUM DEPTH OF 6'-1/2". VERIFY GAUGE IN SPECS. PROVIDE ADA COMPLIANT CLEARANCES AND LEVERS ON FAUCET. G.C. TO CUT COUNTERTOP AS REQUIRED TO ACCEPT SINK 36" WIDE SEKTION CABINET TO BE ALTERED ON SITE. SIDE PANELS TO BE FLIPPED, SMOOTH FACE TOWARDS CLEAR SPACE. LOWER PANEL TO BE USED AS REMOVABLE PANEL. TOE KICK. HEIGHT TO BE ADJUSTED PER MANUF. INSTRUCTIONS EXPOSED PLUMBING BELOW COUNTER TO BE ADA COMPLIANT & INSULATED. SEE SPECIFICATIONS ON MECHANICAL DRAWINGS CTP-1 BASE CABINETS PROVIDE FINISHED PANEL ON ALL EXPOSED SIDES. ADJUSTABLE SHELVES UPPER WALL CABINETS PT-1 E FILLER PANELS AS REQUIRED. PROVIDE FINISHED PANEL ON ALL EXPOSED SIDES. PROVIDE FINISHED PANEL ON ALL EXPOSED SIDES. ±2'-6 1/4" COORDINATE WITH FRIDGE SPEC 9'-4" EXISTING BASE, PATCH & REPAIR AS REQ'D. 2' - 3 " MI N . KEKU PUSH-IN PANEL BACKSPLASH NOTE: REFER TO ELECTRICAL DRAWINGS FOR EXACT LOCATIONS OF ELECTRICAL/DATA RECEPTACLES. COORDINATE w/ H&M PM. ACT CEILING WT-1 PROVIDE BLOCKING AS REQUIRED ADJ. SHELVING (TYP.) IKEA WALL SUPENSION HARDWARE. INSTALLATION PER MANUF. INSTRUCTIONS UPPER WALL CABINETS 2' - 6 " 2' - 7 1 / 8 " 8" MIN 6" MAX. 2 3 / 4 " 9" M I N CTP-1 2 3/4" H. DRAWER PANEL COUNTERTOP REMOVABLE PANEL BUILT FROM LOWER PANEL OF BASE CABINET. 2'-1" 2' - 3 " C L E A R M I N 2'-1" PROVIDE BLOCKING AS REQUIRED COUNTERTOP DRAWER 3 1 / 2 " 3" BACKSPLASH HORIZONTALLY MOUNTED DUPLEX, SEE ELEC. PLANS FOR HEIGHTS - COORDINATE ORIENTATION WITH G.C ADJ. SHELVING (TYP.) IKEA WALL SUPENSION HARDWARE. INSTALLATION PER MANUF. INSTRUCTIONS NOTE: REFER TO ELECTRICAL DRAWINGS FOR EXACT LOCATIONS OF ELECTRICAL/DATA RECEPTACLES. COORDINATE w/ H&M PM. ACT CEILING 1 A-742 WT-1 CTP-1 2' - 0 " UPPER WALL CABINETS TOE KICK. HEIGHT TO BE ADJUSTED PER MANUF. INSTRUCTIONS BASE CABINETS ADJ. SHELVING (TYP.) BASE CABINET STANDS 2' - 6 " 2' - 1 0 5 / 8 " LF A-742 BOH MILLWORK DETAILS AND ELEVATIONS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION LOUNGE COUNTER (ELEVATION)1 SCALE: 3/4" = 1'-0" BARRIER-FREE (SECTION)3 SCALE: 3/4" = 1'-0" KITCHEN COUNTER (SECTION)2 SCALE: 3/4" = 1'-0" 1 02.13.23 REVISED PER CITY COMMENTS NOTE: ALL FIXTURES AND ACCESSORIES ARE EXISTING UNLESS NOTED OTHERWISE. G.C. TO CONFIRM EXISTING FIXTURES AND ACCESSORIES ARE INSTALLED PER CURRENT CODES. REFER TO THIS SHEET AND A-001 FOR REQUIREMENTS. 10"3'-6" 4'-4" 12 " 3' - 0 " CL 1'-6" 12" 3'-0" CL 60" X 60" MANEUVERING SPACE 48" X 60" MANEUVERING SPACE 18 " 18" 5'-1" 8' - 1 " 5' - 0 " 7'-9" 1' - 6 " EXISTING 6" W X 9" H (MIN.) TOE CLEARANCE WITH SMOOTH NON-ABRASIVE SURFACE EXISTING 6" W X 9" H (MIN.) TOE CLEARANCE WITH SMOOTH NON-ABRASIVE SURFACE 86 7 9 A-743 53 2 4 A-743 17 16 18" MIN. 13 1' - 8 " 3' - 0 " 32 " C L E A R M I N . 4" EXISTING EXISTING EXISTING EXISTING 11 " 3' - 6 " EXISTING EXISTING 13 EXISTING STALL DOOR & HARDWARE TO BE FLIPPED. CONFIRM GOOD WORKING ORDER AND REPLACE IF NECESSARY. G.C. TO ENSURE ADEQUATE BLOCKING IS PROVIDED FOR INSTALLATION OF NEW CHANGE TABLE G.C. TO ENSURE ADEQUATE BLOCKING IS PROVIDED FOR INSTALLATION OF NEW CHANGE TABLE REMOVE 2ND SOAP DISPENSER 5'-4 1/2" G.C. TO PROVIDE AUTOMATIC CLOSURE ON COMPARTMENT DOOR G.C. TO PROVIDE AUTOMATIC CLOSURE ON COMPARTMENT DOOR 4" 3' - 0 " 34 " C L E A R M I N . 1' - 6 " 60" X 54" CLEAR SPACE IN FRONT OF STALL DOOR 60" X 52" CLEAR SPACE IN FRONT OF STALL DOOR 17 18" MIN. EXIST. 44 " M A X . TO O P E R A B L E P A R T 34 " MA X . T O T O P O F CH A N G I N G S U R F A C E 1'-6" 16 EXISTING EXIST. 1' - 5 " EX I S T I N G 19 " M I N . EX I S T I N G EXIST. 40 " M A X . MOUNT EXISTING TOILET COVER DISPENSER TO WALL. ENSURE ADEQUATE BLOCKING IN WALL EXISTING MIN. 6"X 9" TOE CLEARANCE WITH SMOOTH NON-ABRASIVE SURFACE EXISTINGEXISTING 2' - 9 " EX I S T I N G EXISTING 19 " M I N . 2' - 9 " 1' - 5 " 7-9" 9" M I N . CL E A R (E X I S T I N G ) 3' - 4 1 / 2 " (M A X . 4 0 " T O B O T T O M O F RE F L E C T I V E S U R F A C E ) INSTALL INSULATION ON EXPOSED PIPING IF NOT EXISTING EXIST. 4' - 0 " M A X . (E X I S T I N G ) EXIST. 3' - 4 " M A X . (E X I S T I N G ) MIN. 6"X 9" TOE CLEARANCE WITH SMOOTH NON-ABRASIVE SURFACE EXISTING EXISTING 13 2' - 1 0 " M A X . 2' - 3 " (2 ' - 3 " M I N HO L D ) 9" 6" MAX. 8" MIN. 1'-5" MIN. INSTALL INSULATION ON EXPOSED PIPING IF NOT EXISTING EXIST. EXIST. 17 1' - 4 " (E X I S T I N G ) 1' - 5 " (E X I S T I N G ) 1' - 7 " M I N . (E X I S T I N G ) 2' - 3 1 / 2 " (E X I S T N G ) 2' - 9 " (E X I S T I N G ) 3' - 4 " M A X . EXISTING MIN. 6"X 9" TOE CLEARANCE WITH SMOOTH NON-ABRASIVE SURFACE EXIST. MOUNT EXISTING TOILET COVER DISPENSER TO WALL. ENSURE ADEQUATE BLOCKING IN WALL EXIST. EXISTING EXISTING17 9" M I N . CL E A R ( E X I S T I N G ) INSTALL INSULATION ON EXPOSED PIPING IF NOT EXISTING 4' - 0 " M A X . (E X I S T I N G ) 3' - 4 1 / 2 " (M A X . 4 0 " T O B O T T O M O F RE F L E C T I V E S U R F A C E ) EXIST. EXIST. EXISTING 19 " M I N . 2' - 9 " 1' - 5 " 7-9" EXIST. EXIST. EXISTING EXIST. EXISTING MIN. 6"X 9" TOE CLEARANCE WITH SMOOTH NON-ABRASIVE SURFACE EXISTING TOILET PARTITIONS EXIST. 2' - 1 0 " M A X . 2' - 3 " (2 ' - 3 " M I N HO L D ) 9" 6" MAX. 8" MIN. 1'-5" MIN. INSTALL INSULATION ON EXPOSED PIPING IF NOT EXISTING ELEVATION - EXISTING WOMEN'S TOILET ROOM 9 SCALE: 1/2" = 1'-0" ENLARGED PUBLIC TOILET ROOM PLAN 1 SCALE: 1/2" = 1'-0" ELEVATIONS LF A-743 TOILET ROOMS PLANS AND REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION ELEVATION - EXISTING WOMEN'S TOILET ROOM 8 SCALE: 1/2" = 1'-0" ELEVATION - EXISTING WOMEN'S TOILET ROOM 7 SCALE: 1/2" = 1'-0" PLUMBING ACCESSORIES LEGEND NO. DESCRIPTION MANUFACTURER MODEL NUMBER LOCATION HIGH SPEED HAND DRYER DYSON AIRBLADE V, MODEL HU02W, WHITE. FURNISHED AND INSTALLED BY G.C.PER FLOOR PLANS TOILET PAPER DISPENSER BOBRICK ITEM # B-2892 TWIN JUMBO ROLL BATH TISSUE SURFACE MOUNTED SATIN STAINLESS STEEL 1 PER TOILET COMPARTMENT 42" GRAB BAR BOBRICK 1 1/2" DIA. STAINLESS STEEL GRAB BAR w/ CONCEALED MOUNTING B-6806X42 1 PER HANDICAPPED TOILET ROOM 36" GRAB BAR BOBRICK 1 1/2" DIA. STAINLESS STEEL GRAB BAR w/ CONCEALED MOUNTING 1 PER HANDICAPPED TOILET ROOM SOAP DISPENSER BOBRICK ITEM # B-40 BOBRICK SOAP DISPENSER BLACK - 5-13/16" W x 3-3/8" D x 6-7/8" H 1 PER LAVATORY SANITARY NAPKIN DISPOSAL BOBRICK CONTURA SERIES SURFACE-MOUNTED B-270 1 PER WOMEN'S COMPARTMENT TOILET SEAT COVER DISPENSER BOBRICK ITEM #: B-221 TOILET SEAT COVER DISPENSER SURFACE MOUNTED SATIN STAINLESS STEEL 1 PER TOILET COMPARTMENT PLATE GLASS MIRROR w/ STAINLESS STEEL FRAME BOBRICK B-290 2436 1 PER LAVATORY COAT HOOK BOBRICK B-2116 MTD. AT 39" A.F.F. FOR ADA 1 PER TOILET COMPARTMENT 18" VERTICAL GRAB BAR BOBRICK 1 1/2" DIA. STAINLESS STEEL GRAB BAR w/ CONCEALED MOUNTING B-6806X18 1 PER HANDICAPPED TOILET ROOM AIR FRESHENER -WALL MOUNTED AIR FRESHENER 1 PER TOILET ROOM JANITOR'S SINK FIAT FIAT NO. TSB100-2424 W/ AMERICAN STANDARD 8350.243 FAUCET WITH VACUUM BREAKER AND BUCKET, HOOK, 3/4" HOSE OUTLET, HOSE WITH BRACKET AND STAINLESS STEEL CAP ON ALL CURBS 1 PER JANITOR'S CLOSET SWING DOWN GRAB BAR (WHERE REQ'D. BY AHJ)BOBRICK B-4998 1 PER HANDICAPPED TOILET ROOM TOILET ROOM PARTITION MATCH EXISITING MATCH EXISTING. TOILET ROOM EMERGENCY PULL CORD CALL SYSTEM (WHERE REQ'D. BY CODE)MIRCOM EC-100 -SURFACE 1 PER TOILET ROOM STORAGE CABINET IKEA HALLAN (WITH LEGS) (403.636.21)1 PER TOILET ROOM BABY CHANGING STATION ASI HORIZONTAL PLASTIC BABY CHANGING STATION, LIGHT GRAY (9014)1 PER PUBLICLY ACCESSIBLE TOILET ROOM WALL-MOUNT TOWEL DISPENSER TORK EXPRESS COMPACT WALL MOUNTED PAPER TOWEL DISPENSER 18"H X 12"W X 4"D 1 PER WASHROOM TO REPLACE EXISTING. 1 2 3A 3B 4 5 6 7 8 9 10 11 12 13 14 15 16 REFER TO A-001 FOR SIGNAGE REQUIREMENTS. REPLACE WITH NEW IF EXISTING SIGNS DO NOT MEET CURRENT CODE REQUIREMENTS. 3. ALL FIXTURES AND ACCESSORIES ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. ENSURE EXISTING FIXTURES AND ACCESSORIES MEET CURRENT CODE. REFER TO THIS SHEET AND A-001 FOR REQUIREMENTS. NOTE: 1. ELEVATIONS SHOW OUTLINE OF ITEMS ONLY. FOR ROUGH WALL OPENING DIMENSIONS AND PLACEMENT OF REQUIRED ELECTRICAL AND PLUMBING CONNECTIONS, SEE CURRENT TECHNICAL DATA SHEET AVAILABLE FOR EACH MODEL LISTED IN TOILET ROOM ACCESSORY SCHEDULE. 2. DIMENSIONS INDICATE AVERAGE MOUNTING HEIGHT FROM TOP OF ROUGH WALL OPENING (AT RECESSED ITEMS) OR TOP OF UNIT (AT SURFACE MOUNTED ITEMS) TO FINISHED FLOOR FOR CONDITIONS GENERALLY ENCOUNTERED IN PUBLIC WASHROOMS. MOUNTING HEIGHTS ARE IN COMPLIANCE WITH ANSI A117.1 1. NO OTHER MANUFACTURER SUBSTITUTIONS SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER FIVE (5) DAYS BEFORE BIDDING. 2. CONTRACTOR SHALL SUBSTITUTE MODELS FOR LOW FLUSH WATER CLOSETS ONLY AS REQUIRED BY LOCAL AND STATE CODES. 3. FIXTURES SHALL BE MOUNTED RIGID TO WALLS AND FLOORS. 4. ALL PLUMBING FIXTURES SHALL BE WATER SAVING TYPE IN ACCORDANCE WITH CITY GOVERNING ADOPTED CODES AND REGULATIONS. 5. WATER CLOSET TO BE FURNISHED WITH OSCILLATING FLUSH CONTROL HANDLE. OPERATING AT NOT GREATER THAT 5 LB. FORCE AND W/O EXCESSIVE BODY MOVEMENT. 6. LAVATORY: FURNISHED NEW FAUCET CONTROLS OPERABLE WITH ONE HAND AND NOT REQUIRED GRASPING, PINCHING OR TWISTING. 7. LAVATORY: FURNISH WITH NO ABRASIVE SURFACES UNDERNEATH. 8. GRAB BARS TO HAVE A 1 1/2" TO 1 1/4" CROSS SECTION. FURNISH 1 1/2" CLEARANCE BETWEEN BAR AND WALL AND MOUNTED TO WITHSTAND A FORCE OF 300 LBS. 9. WATER CLOSET FLUSH VALVE TO BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSER. 10.ALL TOILET ACCESSORIES INCLUDING, BUT NOT LIMITED TO, GRAB BARS, TOILET PAPER HOLDERS, ETC. TO BE INSTALLED PER LOCAL ACCESSIBILITY CODE. 11.FOR ALTERNATE FLOOR WATERPROOFING: GC TO USE DAL-SEAL WATER PROOFING SHEET BENEATH FLOOR 6" UP (ABOVE CONCRETE SLAB). USE NOBLE FLEX DRAIN FLASHING AT FLOOR DRAINS. TOILET ROOM ACCESSORY NOTES ACCESSIBLE SIGNAGE NOTES 17 ELEVATION - EXISTING WOMEN'S TOILET ROOM 6 SCALE: 1/2" = 1'-0" NOT USED ELEVATION - EXISTING MEN'S TOILET ROOM 2 SCALE: 1/2" = 1'-0" ELEVATION - EXISITNG MEN'S TOILET ROOM 3 SCALE: 1/2" = 1'-0" ELEVATION - EXISITNG MEN'S TOILET ROOM 5 SCALE: 1/2" = 1'-0" ELEVATION - EXISITNG MEN'S TOILET ROOM 4 SCALE: 1/2" = 1'-0" NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 3 02.13.23 REVISED PER CITY COMMENTS 4 06.21.23 REVISED PER CITY COMMENTS VARIES PTD HOLLOW METAL DOOR SE E D O O R S C H E D U L E TYPE 'A' VARIES TYPE 'A1' 20" X 30", 3/8" SAFETY GLASS SE E D O O R S C H E D U L E 6" LF A-800 DOOR SCHEDULE 1. DIMENSIONS ON DOOR SCHEDULE SHOWS CLEAR OPENING REQUIRED. CONTRACTOR TO DETERMINE ROUGH OPENING DIMENSIONS - ALL WOOD DOORS TO BE PAINTED. 3. PROVIDE SHOP DRAWINGS/ CUTS FOR ALL DOORS AND HARDWARE FOR ARCHITECT & H&M APPROVAL PRIOR TO FABRICATION/ ORDERING. 4. ALL LOCKS TO HAVE INTERCHANGEABLE CORES. PROVIDE BEST 7-PIN WHERE NOTED IN HARDWARE SCHEDULE. 5. EXISTING DOORS & HARDWARE TO BE EVALUATED BY PROJECT TEAM FOR REFURBISH OR REPLACEMENT WITH NEW. DOORS TO BE PAINTED TO MATCH ADJACENT WALLS. REPLACE DOOR FRAME IF REQUIRED. 6. COORDINATE ALL DOORS WITH ELECTRIC HARDWARE WITH E.C. 7. ALL DOORS TO HAVE SILENCERS UNLESS PERIMETER WEATHER STRIPPING IS PROVIDED. IF SILENCER IS NOT SPECIFIED IN THE HARDWARE SET, USE IVES, MODEL # SR64. 8. ALL DOORS USED IN CONNECTION WITH EXIT ACCESS SHALL BE ARRANGED AS TO BE READILY OPENABLE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT FROM THE SIDE WHICH EGRESS IS MADE. NO THUMB TURNS OR DEADBOLTS ARE PERMITTED ON EGRESS DOORS. 9. DOORS REQ'D. TO BE ACCESSIBLE WITH HARDWARE THAT IS HAND ACTIVATED SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 10. HAND OPERATED HARDWARE/DEVICES SHALL BE CENTERED BETWEEN 34" MIN. AND 44" MAX. ABOVE FINISHED FLOOR. LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT. 11. FORCE TO OPERATE INTERIOR SWINGING EGRESS DOORS (OTHER THAN FIRE DOORS) SHALL NOT EXCEED FIVE (5) POUNDS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO THE LATCH SIDE OF DOOR. FOR OTHER THAN SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECT TO A 15 POUND FORCE. DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECT TO A 15 POUND FORCE. 12. HORIZONTAL SLIDING OR VERTICAL SECURITY GRILLES ARE PERMITTED AT THE MAIN EXIT AND SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT DURING PERIODS THAT THE SPACE IS OCCUPIED. THE GRILLES SHALL REMAIN SECURED IN THE FULL OPEN POSITION DURING BUSINESS HOURS. 13. KEY ALL DOORS ALIKE. PRIOR TO CONSTRUCTION, G.C. SHALL VERIFY WITH HARDWARE SUPPLIER AND ARCHITECTURAL CONSULTANT THAT ALL DOOR HARDWARE MEETS ALL STATE AND LOCAL CODES AND ORDINANCES. NOTIFY OWNER OF ANY DISCREPANCIES. 14. ALL LOCKING DEVICES AND PANIC HARDWARE SPECS. SHALL BE COMMERCIAL GRADE & VERIFIED WITH THE AHJ. 15. ALL DOORS & HARDWARE SHALL CONFORM TO CURRENT APPLICABLE STANDARDS FOR HANDICAPPED ACCESSIBILITY. 16. EXIT DOORS SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' WIDE OR 68" HIGH. NO DOOR LEAF SHALL EXCEED 4'W. 17. DOORS WIDTHS GREATER THAN 36" TO HAVE CONTINUOUS HINGE AND WELDED FRAME (NO KNOCKDOWN TYPE.) PROVIDE EXTRA MTL. STUD FRAME AND HEADER STRUCTURE. (G.C. TO COORDINATE CUBE SYSTEM INSTALLATION WITH MEP DRAWINGS) ALL DOORS WITH CUBE ACCESS CONTROL SYSTEM ARE REQUIRED TO HAVE WIRING FROM DOOR TO TO CUBE CONTROL PANEL IN LAN ROOM, ELECTRIC STRIKE PANEL AND FACE PLATE AS DESCRIBED IN HARDWARE SCHEDULE. CUBE SYSTEM FURNISHED & INSTALLED BY H&M SECURITY VENDOR. WIRING TO BE IN CONDUIT (IF REQUIRED BY AHJ.) SEE ELECTRICAL DRAWINGS FOR TYPE AND NUMBER OF WIRES. WIRING AND RECESSED JUNCTION BOX FOR EACH DEVICE TO BE F&I BY G.C. - ALL DOOR JAMBS TO KNOCK-DOWN TYPE AND TO BE COMPATIBLE WITH THE SPECIFIED ELEC. STRIKE - REFER TO SECURITY VENDOR SHOP DRAWINGS. FIRE ALARM COMPANY TO LEAVE A WIP TO A N/C RELAY ON THEIR FIRE PANEL FOR THE FAIL SAFE STRIKE. G.C. TO RE-CORE ALL LOCKS AT TURNOVER OF STORE TO OWNER WITH THE EXCEPTION OF LAN. ROOM DOOR (REFER TO DOOR SCHEDULE.) RE-CORING OF THIS DOOR SHALL BE IN PRESENCE OF OWNER'S REPRESENTATIVE. UPON COMPLETION OF RE-CORING, ALL KEYS SHALL BE TURNED OVER TO OWNER. LAN. ROOM DOOR SHALL RECEIVE IT'S OWN DEDICATED CORE PER DOOR SCHEDULE ON THIS SHEET. REFER TO H&M PROJECT MANAGER FOR MORE INFORMATION. NOTE: ALL WIRING TO RUN FROM DOORS TO LAN. ROOM. (FURNISHED AND INSTALLED BY G.C., U.O.N.) ALL H&M PERIMETER DOORS/GATES SHALL HAVE ALARM CONTACTS UNLESS THE PHYSICAL NATURE OF THE DOOR PREVENTS PLACEMENT OF DOOR CONTACTS. THE SECURITY VENDOR IS RESPONSIBLE FOR IDENTIFYING ALL REQUIRED ALARM LOCATIONS, PLACEMENT OF ALARMS, AND ALARM INSTALLATION. THE ALARM VENDOR AND H&M PM ARE RESPONSIBLE FOR THE APPROPRIATE LOCATION OF ALARM KEYPADS AND COORDINATION WITH THE G.C. OF CONDUIT INSTALLATION (IF REQUIRED BY AHJ) SET - 6 (LAN ROOM / MEDIA ROOM) (1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D (1) CLOSER: TO BE MOUNTED ON PULL SIDE - NO HOLD OPEN (1)LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626 (1) CORE: BEST 7-PIN INTERCHANGEABLE (PROVIDE LOCK GUARD PLATE IF DOOR SWING OUT OF ROOM) (3)DOOR SILENCER: IVES, #SR64 (1)KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE (1)SET SEALS: PEMKO #305 CR - AL (1)SWEEP: PEMKO #315CN X LENGTH - AL SET - 10 (H.C. TOILET ROOM) (1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D (1)CLOSER: DORMA, #8916 PH-689 - AL, PLUNGER HOLD OPEN (1) PRIVACY SET LEVER: BEST 9K-3-7-L-15-D-STK-626 (1) FOOT DOOR PULL: AMERAPRODUCTS, THE DOORWAVE FF-0110011, S.S. (NOT TO BE INSTALLED ON TOILET ROOM COMPARTMENT DOORS) (1) FLOOR STOP: IVES #FS13 - US26D (1) FLOOR STOP RISER: IVES #R14 - US26 (IF REQ'D.) (3)DOOR SILENCER: IVES #SR64 SET - 7 (SALES AREA TO B.O.H. OR AS NOTED) (1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D (1)CLOSER: TO BE MOUNTED ON PULL SIDE - NO HOLD OPEN (1)PANIC DEVICE: ARROW ED910-36.32D - SIZE TO MATCH DOOR W/ SRX82 EXTERIOR TRIM (1) FLOOR STOP: IVES #FS13, US26D (1)FLOOR STOP RISER: IVES R14 - US26D (AS REQ'D) (3)DOOR SILENCER: IVES #SR64 (1)KICKPLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED PUSH SIDE SET - 3 (DISPLAY WINDOW - FLUSH WOOD DOOR) (1) EZYJAMB FRAMELESS DOOR JAMB SYSTEM (3)CONCEALED HINGE: ROCYORK RY-45, 626 (1) CYLINDER LOCK: ARROW N SERIES DEADLOCK N43-26D-380 (1) INTERCHANGEABLE CORE: BEST 7-PIN (INSTALL ON BOTTOM CORNER) (2) MAGNETIC TOUCH LATCH: SUGATSUNE, MODEL #MC-S60, SATIN S.S. (1) EDGE DOOR PULL: SUGATSUNE, MODEL #SND-120M, SS FINISH (1) CABINET DOOR PULL: SUGATSUNE MODEL #4LC-150, 6.3" (BETWEEN DOORS) SET - 15 (SALES AREA TO STAIRWELL) (1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D (1) CLOSER: TO BE MOUNTED ON STAIR HALL SIDE - NO HOLD OPEN (1) PANIC DEVICE: ARROW F-430 - US26D - SIZE TO MATCH DOOR W/ SRX82 EXTERIOR TRIM (1)FLOOR STOP: IVES #FS13, US26D (1)FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.) (3)DOOR SILENCERS: IVES #SR64 (1) KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE (1)SET SEALS: PEMKO #305 CR - AL (1)SWEEP: PEMKO #315CN X LENGTH - AL SET - 11A (MACHINE ROOM) (1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D (1)CLOSER: TO BE MOUNTED ON PULL SIDE - NO HOLD OPEN (1) LOCKSET: BEST 9K-3-7-D-15-D-STK-626 (1) CORE: BEST 7-PIN INTERCHANGEABLE (1)FLOOR STOP: IVES FS13 - US26D (1)FLOOR STOP RISER: IVES R14 - US26 (IF REQ'D.) (3) DOOR SILENCER: IVES #SR64 (1) SET SEALS: PEMKO #305CR - AL (1) SWEEP: PEMKO #315CN x LENGTH - AL (1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE SET - 14 (EGRESS + DELIVERY DOOR) (1)CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36") (1)CLOSER: TO BE MOUNTED ON PUSH SIDE (1)PANIC DEVICE: ARROW S1250-36.32D - W/ SRX82 TRIM (RATED DOORS ONLY) (1)CORE: BEST 7-PIN INTERCHANGEABLE (1)FLOOR STOP: IVES #FS13, US26D (1)FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.) (3)DOOR SILENCER: IVES #SR64 (1) TAMPER PROOF PLATE: IVES #LG10-US32D ON CORRIDOR SIDE (1) KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE (1) SET SEALS: PEMKO #305CR - AL (1) SWEEP: PEMKO #315CN x LENGTH - AL (1) DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595XUS26D - VIEW FACING OUT (1) THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM. (1) DOOR BELL (SEE ELEC. DRAWINGS) SET - 16 (ADMIN. ROOM) (1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D - NON REMOVABLE PINS (1) CLOSER: (110°) DORMA, MOUNTED ON PULL SIDE (1) LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626, TO BE INTERLOCKED WITH SAFE DOOR MICROSWITCH (1)CORE: BEST 7-PIN INTERCHANGEABLE (1)FLOOR STOP: IVES #FS13, US26D (1)FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.) (3)SILENCER: IVES, #SR64 (1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE (1)DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595XUS26D - VIEW FACING HALLWAY SET - 12 (JANITOR'S CLOSET) (1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D (1)CLOSER: DORMA, #8916 PH-689 - AL, PLUNGER HOLD OPEN (1) LOCKSET: BEST, 9K-3-7-N-15-D-STK-626 (1) DOOR STOP: IVES #WS402CVX, US26D WALL MTD. DOME (3) DOOR SILENCER: IVES, #SR64 (1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE (1)METAL LOUVER: TRUDOOR,18GA., INVERTED Y-BLADE, 24"X18", GRAY SET - 17 (FITTING RM. POCKET DOOR) (WHERE APPLICABLE) (1) HAWA JUNIOR 250/A BY HAFELE OR APPROVED EQUAL (1) EMT - 2103 - KEYED - MORTISE POCKET DOOR LOCKSET BY EMTEK IN SATIN NICKEL FINISH OR APPROVED EQUAL NOTE: DOOR HEIGHT AND HARDWARE TO ACCOMODATE THE SPECIFIED DOOR OPENING HEIGHT ON SCHEDULE. HARDWARE AT HEADER TO BE CONCEALED IN WALL ABOVE. SET - 18 (EMPLOYEE ENTRANCE) (1)CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36") (1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D (IF DOOR WIDTH IS 36" OR LESS) (1)CLOSER: DORMA, MOUNTED ON PUSH SIDE (1)PANIC DEVICE: ARROW S1250-36.32D - W/ SRX82 TRIM (3)DOOR SILENCER: IVES #SR64 (1)TAMPER PROOF PLATE: IVES #LG10-US32D ON EXTERIOR SIDE (1)KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE (1)SET SEALS: PEMKO #305CR - AL (1)SWEEP: PEMKO #315CN x LENGTH - AL (1)THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM. (1) DOOR BELL (1) DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595XUS26D - VIEW FACING OUT SET - 19 (EXTERIOR TO NIGHT BOX) (1)CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36") (1)CLOSER: TO BE MOUNTED ON NIGHTBOX SIDE (1)NON-ALARMED PANIC DEVICE: ARROW F-430 - CYLINDER COLLAR FOR 7-PIN INTERCHANGEABLE CORE, US26D - SIZE TO MATCH DOOR W/ SF12 EXTERIOR TRIM (1)CORE: BEST 7-PIN INTERCHANGEABLE (1)FLOOR STOP: IVES #FS13, US26D (1)FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.) (3)SILENCER: IVES, #SR64 (1)TAMPER PROOF PLATE: IVES #LG10-US32D ON EXTERIOR SIDE (1)KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE (1)SET SEALS: PEMKO #305CR - AL (1)SWEEP: PEMKO #315CN x LENGTH - AL (1)THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM. (1) LOCK BOX: MASTERLOCK 5423D (1) DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595XUS26D - VIEW FACING OUT SET - 20 (NIGHT BOX TO STOCK ROOM) (1)CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36") (1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D (IF DOOR WIDTH IS 36" OR LESS) (1)CLOSER: TO BE INSTALLED ON STOCK ROOM SIDE, NO HOLD OPEN (1)LOCKSET LEVER: BEST, 9K-3-7-N-15-D-STK-626 (1)FLOOR STOP: IVES #FS13, US26D (1)FLOOR STOP RISER: IVES #R14, US26D (AS REQ'D.) (3)DOOR SILENCER: IVES #SR64 (2)KICK PLATE: BURNS #J102, 16 GA., 24"H - US32D (1)SWEEP: PEMKO #315CN x LENGTH - AL (1)MAGNETIC DOOR STOP: RICHELIEU 3" BRUSHED NICKEL MAGNETIC DOOR STOP, 67NBR (1)DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595X US26D - VIEW FACING OUT SET - 11 (ELEC. ROOM - OUTSWING) (1-1/2 PAIR) HINGES: STANLEY, #FBB191, US26D (1)CLOSER: TO BE MOUNTED ON PUSH SIDE - NO HOLD OPEN (1) PANIC DEVICE: ARROW S1250-36.32D - W/ SRX82 TRIM (RATED DOORS ONLY) (1) CORE: BEST 7-PIN INTERCHANGEABLE (1)FLOOR STOP: IVES FS13 - US26D (1)FLOOR STOP RISER: IVES R14 - US26 (IF REQ'D.) (3) DOOR SILENCER: IVES #SR64 (1) SET SEALS: PEMKO #305 CR - AL (1) SWEEP: PEMKO #315CN x LENGTH - AL (1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE SET - 7A (FOR PUBLICLY ACCESSIBLE TOILET ROOM ACCESS) SAME AS SET - 7 EXCEPT WITH PASSAGE LEVER, BEST: 9K-3-0-N-15-D-STK-626 - NO PANIC DEVICE, ELECTRIC STRIKE OR CUBE SYSTEM SET - 7B (CLOSET) (1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D (1)CLOSER: DORMA, #8916 AF89DST-689 - AL, CLOSER TO BE MOUNTED ON PULL SIDE - FRICTION HOLD OPEN (1) LOCKSET LEVER: BEST, 9K-3-7-R-15-D-STK-626 (1) CORE: BEST 7-PIN INTERCHANGEABLE (1) DOOR STOP: IVES #WS402CVX, US26D WALL MTD. DOME (3)DOOR SILENCER: IVES, #SR64 (1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE 007B EMERGENCY EXIT EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING SET - 1 (GLASS ENTRY DOORS) (HARDWARE PER DOOR LEAF) (1)OVERHEAD CONCEALED CLOSER : RIXSON MODEL #700 - NO DOOR HOLD OPEN (1) FLOOR STOP: ROCKWOOD KICK DOWN DOOR STOP #461, US26D (1) DUST PROOF STRIKE: DORMA (1) HINGE: CONTINUOUS HINGE (1) WEATHER STRIPPING: FINISH TO MATCH DOOR (2) DOOR PULLS: 6'H, FORMS AND SURFACES, SEXTANT 1200 SERIES, B-1 MOUNT, CYLINDER (SXT910322) OR TEE (SXT910324), S.S. FINISH (1) CYLINDER LOCK SET (BEST 7-PIN INTERCHANGEABLE) WITH THUMB TURN AT INTERIOR SIDE SET - 8 (INTERIOR BOH/STOCK ROOM/VISUAL ROOM) (3)STANDARD HINGE: MCKINNEY TA714 4 1/2" X4" C26D (1)ELECTRIC STRIKE: VON DUPRIN 6400 - 12VDC-630 (1) LOCKSET: BEST 9K 3 (PAT.) 7 D 15 D S3 626 (1) SURFACE CLOSER: LCN 1461 RWPA 689 1 3/4 (1) KICK PLATE: CBH CBH 903 34 1/2" X 30" C32D TAPE (1) FLOOR DOOR STOP: GALLERY GSH 209 C26D READER/PINPAD & DOOR CONTACT BY TYCO SET - 10A (H.C. TOILET ROOM - SINGLE USE PUBLIC ACCESSIBLE) (1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D (1)CLOSER: DORMA, #8916 PH-689 - AL, PLUNGER HOLD OPEN (1) LOCKSET: YALE NEXTOUCH SECTIONAL MORTISE KEYPAD ACCESS LOCK, #AUR-NTM-625-NR-626-1-3/4"-2153-2815 (1) FLOOR STOP: IVES FS13 - US26D (1) FLOOR STOP RISER: IVES R14 - US26 (IF REQ'D.) (3) DOOR SILENCER: IVES #SR64 001 ENTRY #1 EXISTING EXIST. (±15'-0" x 11'-0") EXISTING - EXISTING EXISTING - -- EXISTING G.C. TO ENSURE ROLLING GRILLE IS IN GOOD WORKING ORDER SET - 13 (EGRESS DOOR) (1) CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36") (1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D (IF DOOR WIDTH IS 36" OR LESS) (1)CLOSER: DORMA, MOUNTED ON PUSH SIDE (1) PANIC DEVICE: ARROW F-430 - CYLINDER COLLAR FOR 7-PIN INTERCHANGEABLE CORE, US26D - SIZE TO MATCH DOOR W/ SF02 EXTERIOR TRIM (3)DOOR SILENCER: IVES #SR64 (1) TAMPER PROOF PLATE: IVES #LG10-US32D ON EXTERIOR SIDE (1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE (1) SET SEALS: PEMKO #305CR - AL (1) SWEEP: PEMKO #315CN x LENGTH - AL (1) THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM. DOOR #LOCATION TYPE SIZE MATERIAL DETAILS FIRE RATING HDWR SET DOOR ACCESS BARRICADE DEVICE REMARKSDOORHEADJAMBHEADSILL JAMB DOOR SCHEDULE DOOR SCHEDULE GENERAL NOTES CUBE CONTROL SYSTEM NOTES DOOR RE-KEY GENERAL NOTES BURGLAR ALARM NOTE DOOR HARDWARE SCHEDULE F & I BY G.C. (U.O.N.) INT. DOOR CLOSERS TYPE (U.O.N.) MOUNTED ON PULL SIDE: DORMA, #8916 AF89-689 - AL MOUNTED ON PUSH SIDE: DORMA, #8916 AF89P-689 - AL SECURING DEVICE NOTE SET - 7C SAME AS SET - 7 EXCEPT REPLACE PANIC DEVICE WITH LOCKSET LEVER, BEST: 9K-3-7-D-15-D-STK-626 AND ADD (1) MAGNETIC DOOR STOP: RICHELIEU 3" BRUSHED NICKEL MAGNETIC DOOR STOP, 67NBR 1. IF DOOR SWINGS INTO DISPLAY/POSTER WINDOW, THUMBTURN TO BE ON DISPLAY/POSTER WINDOW SIDE. 2. DOOR THICKNESS PER DOOR FRAME MANUFACTURER. DISPLAY/POSTER WINDOW DOOR NOTE SET - 11B (ELEC. ROOM - INSWING) SAME AS SET 11 EXCEPT REPLACE PANIC HARDWARE WITH LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626 SET - 10B (H.C. TOILET ROOM - MULTI-COMPARTMENT) SAME AS SET 10 EXCEPT REPLACE PRIVACY SET LEVER WITH DOUBLE DUMMY TRIM, BEST: 9K-3-0-2DT-15-D-STK-626 G.C. TO INSTALL ADEQUATE F.R. BLOCKING IN WALL FOR SECURE INSTALLATION OF DEVICE. REFER TO MANUFAC. SPECS. FOR MORE INFO. SINGLE DOOR W/ LEVER: LOCKDOWN INTERNATIONAL, BARRICADE BOX SINGLE DOOR W/PUSH BAR: EXIT SECURITY, INC., SECURITY BAR SB-01-0036, 36" OR SB-01-0048, 48" FOR BOH DOUBLE DOORS OP'G.: EXIT SECURITY, INC., SECURITY BAR, SB-01-0072, 72" SET - 1A (GLASS ENTRY DOORS) (HARDWARE PER DOOR LEAF) SAME AS SET 1 EXCEPT NO LATCHES. OMIT CYLINDER LOCKSET SET - 2 (STOREFRONT ROLL UP GRILLE) (3) CYLINDER: BEST, 7 PIN - IE-74-C4-RP3, INTERIOR THUMBTURN - US26D (1) EMERGENCY PULL (REFER TO STOREFRONT DETAILS FOR LOCATIONS & MOUNTING HEIGHTS) DOOR TYPE ELEVATIONS 1 SCALE: N.T.S. SET - 3A (DISPLAY WINDOW - FLUSH WOOD DOOR) - WALL PANEL SAME AS SET 3 EXCEPT (2) TECTUS TE 541 3D FVZ CONCEALED HINGES INSTEAD OF (3) ROCYORK RY-45 SET - 4 (MEETING ROOM) (1-1/2 PAIR) HINGES: STANLEY, #FBB191, US26D (1) CLOSER: TO BE MOUNTED ON PULL SIDE (1)LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626 (1) CORE: BEST 7-PIN, INTERCHANGEABLE (3) DOOR SILENCER: IVES, #SR64 (1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE (1) INTEGRAL MINI BLINDS WITHIN WINDOW SET - 5 (REMOTE STOCK ROOM) (1)CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) (1)CLOSER: TO BE MOUNTED ON TENANT SIDE (1)LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626 (1)CORE: BEST 7-PIN, INTERCHANGEABLE (1)DOOR STOP: IVES, #FS13, US26D (3)DOOR SILENCER: IVES, #SR64 (1)KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE (1)SIREN - REFER TO 'E' SHEETS SET - 23 (TRAINING ROOM) (2)CLOSER: CONCEALED OVERHEAD (INTERGRAL TO WILSON PARTITIONS DOORS SYSTEM) (4)PUSH/PULL: 12" STANDARD OFFSET (2)INTEGRAL ACOUSTIC SEALS & SWEEP SET - 9 (SECURITY ROOM) (1-1/2 PAIR) HINGES: STANLEY, #FBB191, US26D (1) CLOSER: TO BE MOUNTED ON PULL SIDE, WITH HOLD OPEN (1)LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626 (1) CORE: BEST 7-PIN, INTERCHANGEABLE (3) DOOR SILENCER: IVES, #SR64 (1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE SET - 22 (SHIP TO STORE STOCKROOM) (1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D (1) CLOSER: TO BE MOUNTED ON PULL SIDE - NO HOLD OPEN (1) CORE: BEST 7-PIN, INTERCHANGEABLE (1) LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626 (TRILOGY) (1)FLOOR STOP: IVES #FS13, US26D (1) FLOOR STOP RISER: IVES R14 - US26D (AS REQ'D.) (3)DOOR SILENCER: IVES, #SR64 (1)KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE SET - 19A (NIGHTBOX) SAME AS SET - 19 EXCEPT REPLACE PANIC DEVICE WITH LOCKSET LEVER, BEST: 9K-3-7-D-15-D-STK-626 SET - 21 (REMOTE NIGHTBOX) (1)CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36") (1)CLOSER: TO BE MOUNTED ON NIGHTBOX SIDE (1) NON-ALARMED PANIC DEVICE: ARROW F-430 - CYLINDER COLLAR FOR 7-PIN INTERCHANGEABLE CORE, US26D - SIZE TO MATCH DOOR W/ SF12 EXTERIOR TRIM (1) CORE: BEST 7-PIN INTERCHANGEABLE (1)FLOOR STOP: IVES #FS13, US26D (1)FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.) (3)SILENCER: IVES, #SR64 (1) TAMPER PROOF PLATE: IVES #LG10-US32D ON EXTERIOR SIDE (1)KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE (1) SET SEALS: PEMKO #305CR - AL (1) SWEEP: PEMKO #315CN x LENGTH - AL (1) THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM. SET - 21A (REMOTE NIGHTBOX) SAME AS SET - 21 EXCEPT REPLACE PANIC DEVICE WITH LOCKSET LEVER, BEST: 9K-3-7-D-15-D-STK-626 NOT USED NOT USED NOT USED NOT USED NOT USED SET - 10C (H.C. TOILET ROOM - MULTI-COMPARTMENT PUBLIC ACCESSIBLE) SAME AS SET 10 EXCEPT REPLACE PRIVACY SET LEVER WITH YALE NEXTOUCH KEYPAD ACCESS LOCK, #AU-NTM-640-NR-626-1-3/4"-A600-694-497 SET - 1C (GLASS ENTRY DOORS) (HARDWARE PER DOOR LEAF) (1)BALANCE DOOR: C.R. LAURENCE BALANCER SERIES DOOR, POLISHED S.S. FINISH (1) FLOOR STOP: ROCKWOOD KICK DOWN DOOR STOP #461, US26D (1) DUST PROOF STRIKE: DORMA (1) WEATHER STRIPPING: FINISH TO MATCH DOOR (2) DOOR PULLS: 6'H, FORMS AND SURFACES, SEXTANT 1200 SERIES, B-1 MOUNT, CYLINDER (SXT910322) OR TEE (SXT910324), S.S. FINISH (1) CYLINDER LOCK SET (BEST 7-PIN INTERCHANGEABLE) WITH THUMB TURN AT INTERIOR SIDE SET - 3B (DISPLAY WINDOW - PARTIAL HT. 1/2" THK. TEMPERED GLASS DOOR) (1) HINGE: C.R. LAURENCE VIENNA #044 SERIES (1) OFFSET BACK PLATE HINGE: WALL MTD. POLISHED S.S. (1) BOTTOM RAIL LOCK: C.R. LAURENCE #03P12, LOCK ON SALES AREA SIDE, THUMB-TURN ON DISPLAY PLATFORM SIDE SET - 3C (DISPLAY WINDOW - FULL HT. 1/2" THK. TEMPERED GLASS DOOR) (1)TOP PATCH FITTING: C.R. LAURENCE, #PH20APS, POLISHED S.S. (1)WALL MOUNT PIVOT: C.R. LAURENCE, #WGP22PS, POLISHED S.S. (1)DOOR RAIL: C.R. LAURENCE 6" SQUARE DOOR RAIL WITH LOCK, #DR6SPS12CL (1)BOTTOM MOUNT PIVOT: C.R. LAURENCE, #1NT402 WITH POLISHED S.S. COVER SET - 3D (DISPLAY WINDOW - PARTIAL HT. 1/2" THK. TEMPERED GLASS DOOR) (GLASS TO GLASS) GLASS TO GLASS GATE HINGE: CR. LAURENCE BILOBA 180°, #31M8015BTCH, CHROME (1)DOOR RAIL: C.R. LAURENCE 6" SQUARE DOOR RAIL WITH LOCK, #DR6SPS12CL REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 006 CLICK + COLLECT A 3'-6" x 7'-0" x 1 3/4"HM HM HM 14/A801 - 14/A801 - 22 007A SALES TO EXIT CORRIDOR A 3'-6" x 7'-0" x 1 3/4"HM HM HM 14/A801 - 14/A801 -7 101 ENTRY #1 EXISTING EXIST. (±12'-6" x 11'-11") EXISTING - EXISTING EXISTING - -- EXISTING G.C. TO ENSURE ROLLING GRILLE IS IN GOOD WORKING ORDER 008 ELEVATOR MACHINE ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 104 SALES TO B.O.H.EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 106A STOCKROOM TO B.O.H.EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 106B EMERGENCY EXIT EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING 107 MEN'S WASHROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 108 WOMEN'S WASHROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 109A EMERGENCY EXIT EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING 109B HALLWAY EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 110 VISUAL ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 111 JANITOR'S ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 112 SECURITY ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 113 ELECTRICAL ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING G.C. TO VERIFY HARDWARE IS IN GOOD WORKING ORDER 114 ADMIN ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING 115 LAN ROOM EXISTING EXIST. (2) (±2'-6" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING NOT USED 1 02.13.23 REVISED PER CITY COMMENTS 116 MEETING ROOM A1 3'-0" x 7'-0" x 1 3/4"HM HM HM 14/A801 - 14/A801 -4 1/2" 2" 2X4 NON-COMBUSTIBLE F.R.T. WOOD BLOCKING METAL STUD AND GYP. BD. WALL CONSTRUCTION REFER TO CONSTRUCTION PLAN PARTITION TYPES FOR WALL TYPE VERIFY W/ FLOOR PLAN HOLLOW METAL DOOR FRAME 1/4" F.R.T. SHIM 1/4" F.R.T. SHIM CAULK DOOR FRAME AT WALL TYP. METAL STUD AND GYP. BD. WALL CONSTRUCTION REFER TO CONSTRUCTION PLAN & PARTITION TYPES FOR WALL TYPE 1/2" JAMB HEADER HOLLOW METAL DOOR FRAME AL I G N VARIES SEE CONSTRUCTION PLAN FOR WALL PARTITION TYPE. PTD. SOLID CORE WOOD DOOR. DOOR THICKNESS PER DOOR FRAME MANUF. RECOMMENDATIONS. SALES AREA WALL BASE FURNISHED BY H&M & INSTALLED BY G.C. SALES AREA FLOORING WIDTHS VARY BASED ON WALL TYPE PER LOCATION 1/ 8 " PLATFORM STOREFRONT WINDOW UNDERCUT OF DOOR TO VARY BASED ON SITE CONDITIONS WITH PLATFORM, TRENCH OR FINISHED FLOOR 3/4" X 3/4" BRUSHED STAINLESS STEEL 'L' ANGLE FURNISHED AND INSTALLED BY G.C. ROLLER CATCHES 5/8" THK. GYP. BD. PAINTED TO MATCH ADJACENT WALL. 6" DEADBOLT & PULL 4" TY P . EZY-JAMB CLASSIC INSTALLED FLUSH TO WALL DOOR TO BE LOCATED ABOVE WOODEN PLANKS (DISPLAY WINDOW ONLY) AL I G N CL F.R.T. BLOCKING TO SUPPORT JAMB. PAINTED TO MATCH ADJACENT PLATFORM. DASHED LINE DEPICTS DOOR SWING DIRECTION DISPLAY/ POSTER WINDOW SALES AREA/ ENTRYSE E D O O R S C H E D U L E SE E D O O R S C H E D U L E SOLID CORE WOOD DOOR TO MATCH ADJACENT WALLS. COORDINATE SIZES PER LOCATION. DOOR THICKNESS PER DOOR FRAME MANUF. RECOMMENDATIONS. FIELD VERIFIED PER FINISHED GYP. BD. OPENINGS SEE A-200 SERIES SHTS. FOR CONSTRUCTION TYPE. GRAPHIC WALLPAPER APPLIED TO BACK/SIDE WALLS & ACCESS DOOR (AT POSTER WINDOWS ONLY) EZY-JAMB CLASSIC INSTALLED FLUSH TO WALL (3) ROCKYORK RY 45 CONCEALED HINGES DEADBOLT & PULL MOUNTED 6" A.F.F. (ONLY AT DOORS FROM SALES AREA) BRACING ABOVE CEILING AS REQD. TO STRUCTURE ABOVE F.R.T BLOCKING AS REQD. HAFELE SLIDING DOOR AND HARDWARE - G.C. TO INSTALL PER MANUF. INSTRUCTIONS SOLID CORE SLIDING WOOD DOOR AND HARDWARE - PAINTED TO MATCH ADJACENT SALES AREA WALL (MATCH ADJACENT FITTING ROOM WALL IF DOOR IS AN INTERNAL FITTING ROOM DOOR)HAFELE SLIDING DOOR GUIDE INSTALLED INSIDE WALL PER MANUF. INSTRUCTIONS LINE OF FITTING ROOM GYP. BD. PORTAL (SEE RCP SHT.) 0'-0" AFF FINISHED FLOOR METAL STUD FRAMING AS REQ'D. BOX BEAM HEADER AS REQ'D. METAL 'L' ANGLE FURNISHED BY H&M AND INSTALLED BY G.C. FITTING ROOM F.R.T BLOCKING BEHIND 'L' ANGLE ONLY IF FITTING ROOM WALL PANELS ON WALL. SEE PORTAL DETAILS FOR MORE INFO. 8 1/2" SEE RCP U.S. OF PORTAL 1/2" X 1/2" X 1/16" 'L' ANGLE FURNISHED AND INSTALLED BY G.C. FINISH TO MATCH SS-1 FITTING ROOM WALL PANELS (IF APPLICABLE SE E D O O R S C H E D U L E SE E D O O R S C H E D U L E SEE A-200 SERIES SHTS. FOR CONSTRUCTION TYPE. EZY-JAMB CLASSIC INSTALLED FLUSH TO WALL DASHED LINE DEPICTS DOOR SWING DIRECTION SOLID CORE WOOD DOOR TO MATCH ADJACENT WALLS. COORDINATE SIZES PER LOCATION. DOOR THICKNESS PER DOOR FRAME MANUF. RECOMMENDATIONS. FIELD VERIFIED PER FINISHED GYP. BD. OPENINGS (3) ROCKYORK RY 45 CONCEALED HINGES DEADBOLT & PULL MOUNTED 6" A.F.F. (ONLY AT DOORS FROM SALES AREA) DASHED LINE DEPICTS DOOR SWING DIRECTION SE E D O O R S C H E D U L E SOLID CORE WOOD DOOR TO MATCH ADJACENT WALLS. COORDINATE SIZES PER LOCATION. DOOR THICKNESS PER DOOR FRAME MANUF. RECOMMENDATIONS. FIELD VERIFIED PER FINISHED GYP. BD. OPENINGS SEE A-200 SERIES SHTS. FOR CONSTRUCTION TYPE. EZY-JAMB IN-SWING INSTALLED FLUSH TO WALL (3) ROCKYORK RY 45 CONCEALED HINGES DEADBOLT & PULL MOUNTED 6" A.F.F. AL I G N VARIES WALL PTD. SOLID CORE WOOD DOOR. DOOR THICKNESS PER DOOR FRAME MANUF. RECOMMENDATIONS. SALES AREA WALL BASE FURNISHED BY H&M & INSTALLED BY G.C. SALES AREA FLOORING WIDTHS VARY BASED ON WALL TYPE PER LOCATION PLATFORM/ STAIR STEP STOREFRONT WINDOW UNDERCUT OF DOOR TO VARY BASED ON SITE CONDITIONS WITH PLATFORM, TRENCH OR FINISHED FLOOR ROLLER CATCHES 5/8" THK. GYP. BD. PAINTED TO MATCH ADJACENT WALL. 6" DEADBOLT & PULL 4" TY P . EZY-JAMB INSTALLED FLUSH TO WALL VARIES (IN-SWING DOOR)(OUT-SWING DOOR) F.R.T. BLOCKING TO SUPPORT JAMB. PAINTED TO MATCH ADJACENT PLATFORM. CL DOOR TO BE LOCATED ABOVE WOODEN PLANKS (DISPLAY WINDOW ONLY)3/4" X 3/4" BRUSHED STAINLESS STEEL 'L' ANGLE FURNISHED AND INSTALLED BY G.C. AL I G N WALL PTD. SOLID CORE WOOD DOOR. DOOR THICKNESS PER DOOR FRAME MANUF. RECOMMENDATIONS. SALES AREA WALL BASE FURNISHED BY H&M & INSTALLED BY G.C. SALES AREA FLOORING WIDTHS VARY BASED ON WALL TYPE PER LOCATION PLATFORM/ STAIR STEP STOREFRONT WINDOW UNDERCUT OF DOOR TO VARY BASED ON SITE CONDITIONS WITH PLATFORM, TRENCH OR FINISHED FLOOR ROLLER CATCHES 5/8" THK. GYP. BD. PAINTED TO MATCH ADJACENT WALL. 6" DEADBOLT & PULL 4" TY P . EZY-JAMB INSTALLED FLUSH TO WALL F.R.T. BLOCKING TO SUPPORT JAMB. PAINTED TO MATCH ADJACENT PLATFORM. CL DOOR TO BE LOCATED ABOVE WOODEN PLANKS (DISPLAY WINDOW ONLY)3/4" X 3/4" BRUSHED STAINLESS STEEL 'L' ANGLE FURNISHED AND INSTALLED BY G.C. VARIES WALL PTD. SOLID CORE WOOD DOOR. DOOR THICKNESS PER DOOR FRAME MANUF. RECOMMENDATIONS. WIDTHS VARY BASED ON WALL TYPE PER LOCATION 1/ 8 " STOREFRONT WINDOW UNDERCUT OF DOOR TO VARY BASED ON SITE CONDITIONS WITH PLATFORM, TRENCH OR FINISHED FLOOR ROLLER CATCHES EZY-JAMB CLASSIC INSTALLED FLUSH TO WALL AL I G N PLATFORM/ STAIR STEP DOOR TO BE LOCATED ABOVE WOODEN PLANKS (DISPLAY WINDOW ONLY) FITTING ROOM HEADER JAMB WALL PANEL ATTACHED TO WALL VA R I E S NON-COMBUSTIBLE F.R.T. WOOD FRAME PAINTED REFER TO CONSTRUCTION PLAN & PARTITION TYPES FOR WALL TYPE WALL PANEL ATTACHED TO WALLFITTING ROOM SOLID CORE WOOD DOOR (2) TECTUS TE 541 3D FVZ CONCEALED HINGES FOR EACH DOOR LEAF NON-COMBUSTIBLE F.R.T. WOOD FRAME PAINTED SOLID CORE WOOD DOOR FITTING ROOM WALL PANEL (FURNISHED BY H&M) TO BE GLUED ONTO SOLID CORE WOOD DOOR BY G.C. FITTING ROOM WALL PANEL (FURNISHED BY H&M) TO BE GLUED ONTO SOLID CORE WOOD DOOR BY G.C. DASHED LINE OF DOOR SWING POSITIONS ALIGN ALIGN F.R.T. WOOD BLOCKING WITH RUBBER DOOR STOP PADS AL I G N AL I G N PT-1 PT-1 JAMB HEADER HOLLOW METAL DOOR FRAME. PAINT TO MATCH ADJACENT WALL PANEL F.R.T. PLYWOOD AS REQUIRED HOLLOW METAL DOOR SALES AREA WALL PANEL FURNISHED BY H&M AND INSTALLED BY G.C. SALES AREA METAL STUD AND GYP. BD. WALL CONSTRUCTION REFER TO CONSTRUCTION PLAN & PARTITION TYPES FOR WALL TYPE HOLLOW METAL DOOR FRAME F.R.T. PLYWOOD AS REQUIRED ±4 7 / 8 " VA R I E S SALES AREA BACK OF HOUSE BACK OF HOUSE HOLLOW METAL DOOR. PAINTED TO MATCH ADJACENT WALL CAULKING. COLOR TO MATCH ADJACENT WALL.ALIGN CAULKING. COLOR TO MATCH ADJACENT WALL. AL I G N METAL STUD AND GYP. BD. WALL CONSTRUCTION REFER TO CONSTRUCTION PLAN & PARTITION TYPES FOR WALL TYPE JAMB HEADER F.R.T. PLYWOOD AS REQUIRED HOLLOW METAL DOOR. BACK OF HOUSE HOLLOW METAL DOOR FRAME F.R.T. PLYWOOD AS REQUIRED ±4 7 / 8 " VA R I E S HOLLOW METAL DOOR FRAME SALES AREA METAL STUD AND GYP. BD. WALL CONSTRUCTION REFER TO CONSTRUCTION PLAN & PARTITION TYPES FOR WALL TYPE HOLLOW METAL DOOR. ALIGN CAULKING. COLOR TO MATCH ADJACENT WALL. CAULKING. COLOR TO MATCH ADJACENT WALL. AL I G N CAULKING. COLOR TO MATCH ADJACENT WALL. SALES AREA BACK OF HOUSE CLEAR OPENING SEE FIT. RM. SHTS. & DOOR SCHEDULE FOR MORE INFO. DOOR WIDTH CLEAR OPENING + 1" FITTING ROOM ALIGN ALIGN F.R.T. BLOCKING AS REQ'D. RUBBER WALL STOP TOP AND BOTTOM. PROVIDED WITH SLIDING DOOR KIT. FITTING ROOM WALL PANELS (IF APPLICABLE SOLID CORE SLIDING WOOD DOOR AND HARDWARE - PAINTED TO MATCH ADJACENT SALES AREA WALL (MATCH ADJACENT FITTING ROOM WALL IF DOOR IS AN INTERNAL FITTING ROOM DOOR) POCKET DOOR MORTISE LOCK STRIKE PLATE 3/4" THK. MDF. BD. PAINTED TO MATCH ADJACENT PORTAL WALLS 3/4" THK. F.R.T. PLYWOOD HAFELE SLIDING DOOR GUIDE INSTALLED INSIDE WALL PER MANUF. INSTRUCTIONS POCKET DOOR MORTISE LOCK FACE PLATE TRIM METAL 'L' ANGLE FURNISHED BY H&M AND INSTALLED BY G.C. DASHED LINE OF PORTAL HEADER ABOVE DASHED LINE OF PORTAL POCKET DOOR OPENING ABOVE 7 1 / 4 " DASHED LINE OF POCKET DOOR IN CLOSED POSITION 1/2" THK. GYP. BD. 1/2" THK. GYP. BD. 1/2" X 1/2" X 1/16" 'L' ANGLE FURNISHED AND INSTALLED BY G.C. FINISH TO MATCH SS-1 'L' ANGLE FURNISHED AND INSTALLED BY G.C. AL I G N VARIES SEE CONSTRUCTION PLAN FOR WALL PARTITION TYPE. PTD. SOLID CORE WOOD DOOR. DOOR THICKNESS PER DOOR FRAME MANUF. RECOMMENDATIONS. FITTING ROOM WALL BASE FURNISHED BY H&M & INSTALLED BY G.C. SALES AREA FLOORING WIDTHS VARY BASED ON WALL TYPE PER LOCATION 1/ 8 " PLATFORM STOREFRONT WINDOW UNDERCUT OF DOOR TO VARY BASED ON SITE CONDITIONS WITH PLATFORM, TRENCH OR FINISHED FLOOR 3/4" X 3/4" BRUSHED STAINLESS STEEL 'L' ANGLE FURNISHED AND INSTALLED BY G.C. ROLLER CATCHES 5/8" THK. GYP. BD. PAINTED TO MATCH ADJACENT WALL. 5 1 / 2 " DEADBOLT & PULL 4" TY P . EZY-JAMB CLASSIC INSTALLED FLUSH TO WALL DOOR TO BE LOCATED ABOVE WOODEN PLANKS (DISPLAY WINDOW ONLY) AL I G N CL F.R.T. BLOCKING TO SUPPORT JAMB. PAINTED TO MATCH ADJACENT PLATFORM. AL I G N FITTING ROOM WALL PANEL METAL STUD AND GYP. BD. WALL CONSTRUCTION REFER TO CONSTRUCTION PLAN PARTITION TYPES FOR WALL TYPE HOLLOW METAL DOOR FRAME 1/4" F.R.T. SHIM 1/4" F.R.T. SHIM CAULK DOOR FRAME AT WALL TYP. METAL STUD AND GYP. BD. WALL CONSTRUCTION REFER TO CONSTRUCTION PLAN & PARTITION TYPES FOR WALL TYPE JAMB HEADER HOLLOW METAL DOOR FRAME 1/2" 2" VERIFY W/ FLOOR PLAN 1/2" BUILT-UP BOX POST BUILT-UP BOX BEAM REFER TO SHEETS A-200 AND A-700 FOR WALL TYPES. SKIM EXPOSED EDGE OF BLOCKING FOR SMOOTH, SEAMLESS TRANSITION. OFFSET PIVOT HINGES. LINE OF DISPLAY PLATFORM REFER TO SHEETS A-200, STOREFRONT SHEETS FOR MORE INFO. DUST PROOF STRIKE IN DISPLAY PLATFORM BELOW. TO ACCEPT LOCKING PIN. RUBBER DOOR STOP AT BOTTOM FRAME . 1/2" TEMPERED SAFETY GLASS DOOR. REFER TO DOOR SCHEDULE ON THIS SHEET FOR INFORMATION LOCK CONCEALED IN BOTTOM RAIL EXTEND BLOCKING FOR SECURE TOP PATCH FITTING CONNECTION. 1" 1/ 8 " 1/ 8 " NOTE: REFER TO SHEET A-800 FOR HARDWARE SPECIFICATIONS. STOREFRONT WINDOW SALES AREA REFER TO SHEETS A-200 AND A-700 FOR WALL TYPES. AL I G N 12 A-801 1/ 2 " 4' - 0 " 1/4" MAX. HOLD SEE DOOR SCHEDULE OPEN VERIFY WITH PODIUM HEIGHT BOTTOM MOUNTED PATCH HARDWARE, w/ LOCK ON SALES AREA SIDE, AND THUMB-TURN ON DISPLAY PLATFORM SIDE OFFSET BACK PLATE - TYP. HINGE - CRL -VIENNA # 044 SERIES 1/2" TEMPERED LOW IRON GLASS DOOR LINE OF WALL 1/ 2 " 4' - 0 " 1/4" MAX. HOLD SEE DOOR SCHEDULE OPEN VERIFY WITH PODIUM HEIGHT BOTTOM MOUNTED PATCH HARDWARE, w/ LOCK ON SALES AREA SIDE, AND THUMB-TURN ON DISPLAY PLATFORM SIDE OFFSET BACK PLATE - TYP. HINGE - CRL -VIENNA # 044 SERIES 1/2" TEMPERED LOW IRON GLASS DOOR LINE OF WALL LF A-801 DOOR DETAILS DETAILS - HOLLOW METAL JAMB/HEADER 8 SCALE: 3" = 1'-0" PLAN DETAIL - DOUBLE ACCESS DOORS (SINGLE WALL)1 SCALE: 1 1/2" = 1'-0" SECTION DETAIL - DOUBLE ACCESS DOORS (SINGLE WALL)4 SCALE: N.T.S. PLAN DETAIL - ACCESS DOOR (OUT SWING)2 SCALE: 1 1/2" = 1'-0" PLAN DETAIL - ACCESS DOOR (IN SWING)3 SCALE: 1 1/2" = 1'-0" SECTION DETAIL - ACCESS DOORS (FROM SALES AREA)5 SCALE: N.T.S. SECTION DETAIL - ACCESS DOORS (FROM DISPLAY/POSTER WINDOW)6 SCALE: N.T.S. DETAILS - HOLLOW METAL JAMB/HEADER (IN SWING)9 SCALE: 3" = 1'-0" DETAILS - HOLLOW METAL JAMB/HEADER (OUT SWING)10 SCALE: 3" = 1'-0" DETAILS - ACCESS DOOR JAMB/HEADER AT WALL PANELS 11 SCALE: 3" = 1'-0"FITTING ROOM SECTION DETAIL - FITTING ROOM POCKET DOOR 12 SCALE: 3" = 1'-0"FITTING ROOM PLAN DETAIL - FITTING ROOM POCKET DOOR JAMB 13 SCALE: 3" = 1'-0"FITTING ROOM SECTION DETAIL - ACCESS DOORS (FITTING ROOM)7 SCALE: N.T.S. DETAILS - HOLLOW METAL JAMB/HEADER (DOOR WIDER THAN 36")14 SCALE: 3" = 1'-0" PLAN - PARTIAL HT. GLASS DOOR 15 SCALE: 3" = 1'-0" ELEVATION - PARTIAL HT. GLASS DOOR 16 SCALE: N.T.S. REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED UP 30 RISERS 2 A-910 3 A-910 OPEN OPEN G.C. TO PAINT 2" WIDE STRIPE THE ENTIRE WIDTH OF THE STAIR ON THE UPPER APPROACH AND LOWER TREAD AS SHOWN 1" FROM EDGE OF THE STAIR. PAINT COLOUR TO BE IN CONTRAST TO THE FLOORING. EXISTING GUARD RAIL & STAIR RAILING TO REMAIN. 1" G.C. TO PROVIDE NEW TILE FLOOR , REFER TO FINISH PLANS & SCHEDULE. 1'-4" S.V.D. (1'-0" MIN.) 2'-2 1/8" S.V.D. (1'-0" MIN.) ±2 ' - 1 0 " S. V . D . ±3 ' - 6 " S. V . D . ±3 ' - 6 " S. V . D . 3"1 1/2" EXISTING GUARD RAIL & STAIR RAILING TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION. EXISTING SMOKE BAFFLE TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION EXISTING STAIR STRUCTURE TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION EXISTING GUARD RAIL & STAIR RAILING TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION. G.C. TO PROVIDE NEW TILE FLOOR , REFER TO FINISH PLANS & SCHEDULE. G.C. TO PAINT 2" WIDE STRIPE THE ENTIRE WIDTH OF THE STAIR ON THE UPPER APPROACH AND LOWER TREAD AS SHOWN 1" FROM EDGE OF THE STAIR. PAINT COLOUR TO BE IN CONTRAST TO THE FLOORING. 1"2" G.C. TO PROVIDE NEW TILE FLOORING, TYP. REFER TO FINISH PLANS & SCHEDULE. EXISTING STAIR STRUCTURE TO REMAIN REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION A-910 EXISTING STAIR PLAN AND DETAILS STAIR PLAN 1 SCALE: 3/4" = 1'-0" STAIR RAILING SECTION 2 SCALE: 3/4" = 1'-0" STAIR SECTION 3 SCALE: 3" = 1'-0" 1 02.13.23 REVISED PER CITY COMMENTS 3 06.13.23 REVISED PER CITY COMMENTS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION A-911 EXISTING ELEVATOR PHOTOS LOWER LEVEL ELEVATOR 1 SCALE: LOWER LEVEL ELEVATOR CALL BUTTON 2 SCALE: LOWER LEVEL ELEVATOR OPEN 3 SCALE: LOWER LEVEL ELEVATOR IDENTIFICATION 4 SCALE: LOWER LEVEL ELEVATOR SIGNAL 5 SCALE: ELEVATOR CAB BUTTONS 6 SCALE: ELEVATOR CAB BUTTONS 7 SCALE: ELEVATOR FIRE FIGHTER CONTROLS 8 SCALE: ELEVATOR FIRE FIGHTER CONTROLS 9 SCALE: ELEVATOR FIRE FIGHTER CONTROLS 10 SCALE: ELEVATOR OCCUPANCY PERMIT 11 SCALE: UPPER LEVEL ELEVATOR 12 SCALE: UPPER LEVEL ELEVATOR IDENTIFICATION 13 SCALE: 1 02.13.23 REVISED PER CITY COMMENTS SECTION 08 14 00 - WOOD DOORS A.GENERAL: PROVIDE WOOD DOORS AS REQUIRED FOR COMPLETE INSTALLATION; COORDINATE WITH FRAMES AND HARDWARE. B. STANDARDS: COMPLY WITH WINDOW AND DOOR MANUFACTURER ASSOCIATION (WDMA) INDUSTRY STANDARDS FOR WOOD DOORS. C.MANUFACTURERS: ALGOMA, EGGERS, MARSHFIELD OR APPROVED EQUAL. D.FLUSH SOLID CORE DOORS: FIVE PLY 1-3/4” THICK DOORS WITH PAINT GRADE WHITE BIRCH VENEERS AND LUMBER STAVE CORE OR PARTICLEBOARD CORES; MINERAL CORE PERMITTED AT 45 MINUTE AND HIGHER FIRE RATED UNITS. E. FIRE RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY LABELED FRAMES AS REQUIRED. F. ACCESSORIES: PROVIDE TYPE II ADHESIVE FOR INTERIOR APPLICATIONS; PROVIDE MATCHING WOOD GLAZING STOPS AS APPROVED BY ARCHITECTS FOR GLAZING IN WOOD DOORS. G.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, WDMA, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. END OF SECTION SECTION 08 31 00 - ACCESS DOORS AND PANELS A.GENERAL: PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND CONTROLS LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE ACCESSIBLE, WITH ACCESSORIES FOR COMPLETER INSTALLATION. B. MANUFACTURES: 'INTEXFORM' RADIAL CORNER OR APPROVED EQUAL. C.TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION; KEY OPERATED. D.INSTALLATION: COMPLY WITH MANUFACTURE RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS END OF SECTION SECTION 08 33 26 - OVERHEAD COILING GRILLES A.GENERAL: PROVIDE OVERHEAD COILING GRILLES WITH ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION. B. MANUFACTURERS: METRO DOOR, ALUMATEC PACIFIC PRODUCTS AND BEST CLOSURE (PREFERRED, BUT NO REQUIRED). TYPE: ELECTRICALLY OPERATED TYPE, WITH SAFETY RELEASE FOR EMERGENCY EXITING. PERFORATED ANODIZED ALUMINUM CURTAIN, POSTS, BOTTOM BAR, KEY SWITCHES AND PANIC DEVICE TO BE WHITE. C.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. END OF SECTION SECTION 08 41 13 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS A.GENERAL: PROVIDE EXTRUDED ALUMINUM ENTRANCE SYSTEM DOORS, FRAMES, HARDWARE, AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHER TIGHT INSTALLATION. B. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION (AAMA) “ALUMINUM STORE FRONT AND ENTRANCE MANUAL.” C.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES INCLUDING ACCEPTABLE LOCATIONS FOR HAND OPERATED HARDWARE. D.MANUFACTURERS: KAWNEER, VISTAWALL, ARCADIA OR APPROVED EQUAL. E. TYPE: MANUFACTURER'S STANDARD EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH PROFILES AS INDICATED ON DRAWINGS. 1. DOOR TYPE: AS INDICATED ON DRAWINGS 2.DOOR HARDWARE: AS APPROVED BY ARCHITECT 3.ENTRANCE SYSTEM FLUSH: AS APPROVED BY ARCHITECTS F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND AAMA STANDARDS END OF SECTION SECTION 08 41 26 - ALL-GLASS ENTRANCES AND STOREFRONTS A.GENERAL: PROVIDE ALL-GLASS ENTRANCES INCLUDING DOORS, SIDELIGHTS, SIDELIGHT FRAMING, HARDWARE AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION; COORDINATE WITH ADJACENT CONSTRUCTION. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES INCLUDING ACCEPTABLE LOCATIONS FOR HAND OPERATED HARDWARE. C.MANUFACTURER: BLUMCRAFT, VIRGINIA GLASS, BRITE VUE OR APPROVED EQUAL. D.TYPE: ASTM C1048, KIND FT, FULLY TEMPERED SAFETY GLASS DOOR AND SIDELIGHT SYSTEM WITH CONCEALED CLOSES, PIVOTS, PUSH/PULL, THRESHOLDS, LOCK HARDWARE; MINIMUM ½” THICK GLASS. 1. EXPOSED METAL FINISH: NO. 4 SATIN DIRECTIONAL POLISHED STAINLESS STEEL. NOT LESS THAN TYPE 304 FOR INTERIOR LOCATIONS, TYPE 316 FOR EXTERIOR LOCATIONS OR AS PER ARCHITECT APPROVALS. E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR ACCESS FOR PERSONS WITH DISABILITIES. END OF SECTION SECTION 08 42 29 - AUTOMATIC ENTRANCES A.GENERAL: PROVIDE AUTOMATIC ENTRANCE SYSTEMS INCLUDING DOORS, FRAMES, OPERATORS, DETECTORS, AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL WEATHERTIGHT INSTALLATION. B. STANDARDS: COMPLY WITH ANSI/BHMA A156.10 POWER OPERATED PEDESTRIAN DOORS. C.MANUFACTURES: ACCESS TECHNOLOGIES - STANLEY WORKS/AUTO-SLIDE WITH MAGIC-SCAN DETECTOR, DORMA - DOR-O-MATIC/ASTRO SLIDE, HORTON ELECTRIC SLIDE OR APPROVED EQUAL. D.TYPE: EXTRUDED ALUMINUM AND GLASS AUTOMATIC (ELECTRO-MECHANICAL) SLIDING DOOR SYSTEMS TO MATCH ALUMINUM ENTRANCES AND STOREFRONTS; OPERATION BY MOTION DETECTOR, WITH RELATED TRIM AND FLUSH GLAZING. 1. FINISH: MATCH ALUMINUM WINDOWS. 2.PANIC DEVICE: PROVIDE EMERGENCY BREAKAWAY SWING FEATURE WITH SELF-CLOSING FEATURE, SAFETY RELEASE CLUTCH FOR OBSTRUCTED CLOSING, AND ELECTRICAL INTERLOCK TO PREVENT OPERATION WHEN DOORS ARE LOCKED. E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND ANSI/BHMA END OF SECTION SECTION 08 70 00 - HARDWARE A.GENERAL: PROVIDED DOOR HARDWARE FOR HOLLOW METAL AND WOOD DOORS AND PROVIDE CYLINDERS FOR DOORS PROVIDED WITH HARDWARE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATIONS. B. STANDARDS: COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATIONS (BHMA) ANSI/BHMA 156 SERIES STANDARDS. C.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. D.HINGES: FULL MORTISED BUTT HINGES; SIZE AND NUMBER AS RECOMMENDED BY MANUFACTURER; NON-REMOVABLE PINS AT EXTERIOR OUT SWINGING DOORS, BALL-BEARING HINGES AT FIRE RATED DOORS AND DOORS WITH CLOSERS. CONTINUOUS HINGE AT DOORS OVER 36" WIDE. 1. MANUFACTURERS: HAGER, LAWRENCE, MCKINNEY, OR STANLEY E.LOCKSETS/LATCHSETS: FULL MORTISE LOCKSETS TYPICAL; SOLID LEVER TYPE WITH ROSE; KEYING AS DIRECTED BY OWNER, PROVIDE CYLINDERS FOR DOOR FURNISHED WITH LOCKS. 1. MANUFACTURERS: BEST. F. OVERHEAD CLOSERS: FULLY ADJUSTABLE; MODERN TYPE WITH COVER. 1. MANUFACTURERS: LCN/4000 SERIES, NORTON/7500, OR DORMA/TS83U2. G.ACCESSORIES: PROVIDE DOORS STOPS, THRESHOLDS, WEATHER-STRIPPING TRIM, COORDINATORS AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATION. 1. GASKETING: PROVIDE COMPLETE ACOUSTICAL GASKETING FOR DOORS AT MECHANICAL ROOMS, ELECTRICAL ROOMS AND ELEVATOR EQUIPMENT ROOMS, INCLUDING AUTOMATIC DOOR BOTTOMS. H.EXTERIOR HARDWARE FINISH: BHMA 630 (US32D), SATIN FINISHED STAINLESS STEEL. I. INTERIOR HARDWARE FINISH: BHMA 626 (US26D), SATIN FINISHED CHROMIUM PLATED. J. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS BHMA, AND APPLICABLE REQUIREMENTS FOR ACCESS AND FOR FIRE RATINGS. END OF SECTION SECTION 08 71 13 - AUTOMATIC DOOR OPERATORS A.GENERAL: PROVIDE LOW ENERGY DOOR OPERATORS FOR SWINGING DOORS WITH ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION; SYSTEM TO OPEN AND CLOSE DOOR UPON RECEIPT OF AN ACTUATING SIGNAL. 1. PROVIDE AT EXTERIOR ENTRANCE DOORS TO MEET REQUIREMENTS FOR ACCESS FOR PERSONS WITH DISABILITIES. B. STANDARDS: COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) ANSI/BHMA 156.19. C.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. D.LOW ENERGY DOOR OPERATORS: COMPLETE OPERATOR SYSTEM DESIGNED FOR TYPE OF DOORS INDICATED AND COMPLYING WITH REQUIREMENTS OF ANSI A156.19 FOR LOW ENERGY POWER OPERATED DOOR OPERATORS. 1. MANUFACTURERS: HORTON AUTOMATIC/SERIES 7000; LCN/4600 SERIES ELECTRICALLY POWERED AUTO-EQUALIZER; DOR-O-MATIC, INC/SENIOR-SWING AUTOMATIC OPERATION. E. ACCESSORIES: PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION. F. FINISH: AS DIRECTED BY ARCHITECT BASED ON APPLICATIONS INVOLVED; PRIME PAINTED AT STEEL AND AT WOOD DOORS, CLEAR ANODIZED ALUMINUM AT ALUMINUM AND GLASS DOORS. G.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, BHMA, AND APPLICABLE REQUIREMENTS FOR PERSONS WITH DISABILITIES. END OF SECTION SECTION 09 21 00 - GYPSUM BOARD ASSEMBLIES A.GENERAL: PROVIDE GYPSUM BOARD SYSTEMS INCLUDING LIGHT GAGE (20 GAGE AND LIGHTER) METAL FRAMING, GYPSUM BOARD, JOINT TREATMENT, ACOUSTICAL INSULATION, ACOUSTICAL SEALANT, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. STANDARDS: PERFORM GYPSUM BOARD SYSTEMS WORK IN ACCORDANCE WITH ASTM C754 AND ASTM C840 UNLESS OTHERWISE SPECIFIED. 1. FIRE-RATED ASSEMBLIES: LISTED BY UL, GYPSUM ASSOCIATION (GA) FILE NO'S IN GA-600 FIRE RESISTANCE DESIGN MANUAL OR OTHER LISTING APPROVED BY APPLICABLE AUTHORITIES. C.SYSTEMS RESPONSIBILITY: PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SINGLE-SOURCE RESPONSIBILITY FOR SYSTEM. 1. OPENINGS: OBTAIN DIMENSIONS AND LOCATIONS FROM OTHER TRADES AND PROVIDE OPENINGS AND ENCLOSURES FOR ACCESSORIES, SPECIALTIES, EQUIPMENT, AND DUCTWORK. D.SUBMITTALS: SUBMIT PRODUCT DATA AND SAMPLES OF SPECIAL TEXTURE. E. MANUFACTURERS: USG, GEORGIA PACIFIC, OR NATIONAL GYPSUM F. LIGHT GAGE METAL (STUD) FRAMING: CONFORM TO ASTM C754; COMPLETE 20 GAGE AND LIGHTER STEEL FRAMING AND SUSPENSION SYSTEM FOR GYPSUM BOARD SYSTEMS. 1. RESILIENT CHANNELS: SCREW-TYPE RESILIENT CHANNELS WHERE INDICATED AND WHERE REQUIRED TO PROVIDE REQUIRED SOUND TRANSMISSION AND IMPACT ISOLATION CLASSIFICATIONS. G.GYPSUM BOARD MATERIALS: PROVIDE MATERIALS IN ACCORDANCE WITH ASTM C840 1. GYPSUM BOARD: ASTM C36, TYPE X FIRE RATED; COMPLY WITH ASTM C840; MAXIMUM PERMISSIBLE LENGTHS ENDS SQUARE CUT, TAPERED EDGES ON BOARDS TO BE FINISHED. 2. TILE SUBSTRATE: CEMENTITIONS BACKER UNITS SPECIFIED IN SECTION 09300 - TILE. H.GYPSUM BOARD ACCESSORIES: COMPLY WITH ASTM C840 I. ACOUSTICAL ACCESSORIES: ASTM C665, TYPE I UNFACED ACOUSTICAL INSULATION, ASTM C919 ACOUSTICAL SEALANT AND OUTLET, SWITCH, AND TELEPHONE BOX ACOUSTICAL PADS. J. GYPSUM BOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C840 AND MANUFACTURER'S RECOMMENDATIONS; USE SCREWS WHEN FASTENING GYPSUM BOARD; COMPLY WITH GYPSUM ASSOCIATION “LEVELS OF GYPSUM BOARD FINISH;” PROVIDE FIRE RATED SYSTEMS WHERE INDICATED. 1. FINISH: GYPSUM ASSOCIATION LEVEL 5, THREE COAT FINISHING AND SANDING IS REQUIRED FOR SURFACES INDICATED TO BE PAINTED; PROVIDE FLUSH, SMOOTH JOINTS AND SURFACES READY FOR PAINT FINISHES. K. ACOUSTICAL ACCESSORIES INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AS REQUIRED TO ACHIEVE STC RATING INDICATED. END OF SECTION SECTION 09 30 00 - TILE A.GENERAL: PROVIDE CERAMIC AND STONE TILE SYSTEMS INCLUDING SETTING MATERIALS, GROUT, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: COMPLY WITH TILE COUNCIL OF NORTH AMERICAN “HANDBOOK OF CERAMIC TILE INSTALLATION” INCLUDING REFERENCED ASTM AND ANSI STANDARDS. C.TILE: TYPES AS INDICATED ON FINISH SCHEDULE. 1. OWNER FURNISHED TILE: COORDINATE DIRECTLY WITH OWNER. 2. MARBLE SADDLES: HONED FINISH, PREMIUM GRADE VERMONT OR GEORGIA WHITE MARBLE AS APPROVED BY ARCHITECT, FREE OF CRACKS, FLAWS, AND DEFECTS; COMPLY WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS FOR ACCESS FOR CONNECTION OF ADJACENT FLOOR FINISHES. 3.FLOOR TILE: PROVIDE NON-SLIP UNITS WITH MINIMUM WET AND DRY VALUE COEFFICIENT OF FRICTION OF NOT LESS THAN 0.60, ASTM C1028. D.LATEX THIN SET: THIN SET BOND COAT, LATEX-CEMENTITIOUS MORTAR CONFORMING TO ANSI A118.4. E. GROUT: MAPEI OR LATICRETE SPECTRALOCK PRO EPOXY GROUT, UNIFORM IN COLOR, RESISTANT TO SHRINKAGE, COLOR TO BE PER FINISH SCHEDULE. F. WATERPROOF MEMBRANE: LATICRETE, BOSTIK, MER-KOTE, OR NOBEL; MANUFACTURER'S STANDARD SYSTEM DESIGNED FOR APPLICATION UNDER THIN SET TILE IN NON-IMMERSED APPLICATIONS. G.CEMENTITIOUS BACKER UNITS: ANSI A118.9, NOMINAL ½” THICKNESS UNLESS OTHERWISE INDICATED OR REQUIRED FOR FIRE RATINGS; USG/DUROCK, NATIONAL GYPSUM/PERMABASE, OR CUSTOM BUILDING PRODUCTS/WONDERBOARD. H.CLEANING AND SEALING MATERIALS: AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS, SUCH AS BOSTIK CONSTRUCTION PRODUCTS/HYDROMENT CERAMA SEAL. I. PREPARATION: DO NOT COMMENCE WORK UNTIL CONDITIONS ARE WITHIN TOLERANCES REQUIRED FOR INSTALLATION; APPLY LATEX LEVELING MATERIAL WHERE NECESSARY TO MEET REQUIRED TOLERANCES. J. WATERPROOFING: INSTALL WATERPROOFING AT TILE AREAS LOCATED ABOVE GRAND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS; EXTEND MEMBRANE MINIMUM 6” UP WALLS. K. CEMENTITIOUS BACKER UNITS: INSTALL UNITS IN ACCORDANCE WITH ANSI A108.11, MANUFACTURER RECOMMENDATIONS, AND AS REQUIRED TO PROVIDE FIRE RATINGS INDICATED ON DRAWINGS. L. TILE INSTALLATION: INSTALL TILE IN ACCORDANCE WITH REFERENCES ANSI STANDARDS AND TCA RECOMMENDATIONS FOR TYPE OF SUBSTRATE AND INDICATED SETTING METHOD; LATEX-CEMENT THIN SET AND BOND COATS REQUIRED. 1. THIN SET APPLICATIONS: LATEX BOND COAT. 2.PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS OR AS DIRECTED BY ARCHITECT; CAREFULLY PLAN TILE LAYOUTS, ENSURE PATTERN IS UNINTERRUPTED FROM ONE SURFACE TO THE NEXT AND THROUGH DOORWAYS. 3. CLEAN AND SEAL TILE AND GROUT SURFACES WHERE RECOMMENDED BY MANUFACTURER FOR MATERIALS AND APPLICATIONS INVOLVED; COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. 4.PROVIDE ANTI-FRACTURE MEMBRANE: MAPILASTIC C1 OR APPROVED EQUAL. ONLY AS PER INSTALLERS RECOMMENDATIONS. END OF SECTION SECTION 09 51 23 - ACOUSTICAL TILE CEILINGS A.GENERAL: PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM, TRIM, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ASTM C635 FOR METAL SUSPENSION SYSTEM AND ASTM C636 FOR INSTALLATION OF ACOUSTICAL CEILINGS. C.MANUFACTURES: ARMSTRONG; NO SUBSTITUTIONS. D.SUSPENSION SYSTEM: ARMSTRONG/PRELUDE EXPOSED 15/16” “T” GRID SYSTEM, 7300 BEAM, 7800 WALL MOLDING, DIRECT HUNG, WHITE BAKES ENAMEL FINISHED STEEL OR ALUMINUM TYPE; EDGE TRIM WITH VERTICAL LEG CONCEALED. E. ACOUSTICAL UNITES: ARMSTRONG DUNE #1772, 24”X 24”X5/8” PANELS OR AS INDICATED ON DRAWINGS. 1. FIRE RATINGS: PROVIDE SYSTEMS WITH FLAME SPREAD AND SMOKE DENSITY RATINGS OF 25/450 UNLESS OTHERWISE INDICATED. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. END OF SECTION SECTION 09 65 19 - RESILIENT TILE FLOORING A.GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT BASE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. VCT FLOORING: ASTM F1066, COMPOSITION 1 (NON-ASBESTOS), 1/8” THICK VINYL COMPOSITION TILE, 12” BY 12”. 1. MANUFACTURERS: ARMSTRONG, AZROCK OR TARKETT. C.EDGE STRIP AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING; LATEX-MODIFIED PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES. D.FLAMMABILITY: 0.45 WATTS/CM2 OR HIGHER, ASTM E648 E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS; PREPARE SUBSTRATES IN ACCORDANCE WITH ASTM F710. END OF SECTION SECTION 09657 - RESILIENT BASE A.GENERAL: PROVIDE RESILIENT BASE WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION,. B. MANUFACTURERS: ARMSTRONG, AZROCK OR TARKETT. C.BASE: PROVIDE VINYL BASE WITH PREMOLDED CORNERS AND ENDS; COVE TYPE, 4” HIGH. D. ACCESSORIES: NONTOXIC WATER RESISTANT TYPE ADHESIVES. E. FLAMMABILITY: 0.45 WATTS/CM2 OF HIGHER ASTM E648 F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS; PREPARE SUBSTRATES IN ACCORDANCE WITH ASTM F710. END OF SECTION SECTION 09 90 00 - PAINTS AND COATINGS A.GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 1. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS; CONCEALED AREAS, CODE-REQUIRED LABELS. B. SUBMITTALS: FURNISH PRODUCT DATA SAMPLES. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. C.STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY MANAGEMENT DISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL COATINGS. D.MANUFACTURERS: BENJAMIN MOORE ULTRA; CUSTOM COLORS AS DIRECTED BY ARCHITECT. E. MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE (PROFESSIONAL PAINTER) PAINTS; MATERIALS NOT BEARING MANUFACTURER'S IDENTIFICATION AS A BEST-GRADE PRODUCT NOT ACCEPTABLE. 1. PRIMERS: PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR FINISH SYSTEMS SPECIFIED. 2.UNDERCOATS AND BARRIER COATS: PROVIDE UNDERCOAT PAINTS PRODUCED BY SAME MANUFACTURER AS FINISH COATS; USE ONLY THINNERS APPROVED BY PAINT MANUFACTURER, AND USE ONLY WITHIN RECOMMENDED LIMITS. 3. COLORS AND FINISHES: PRIOR TO COMMENCEMENT OF PAINTING WORK, ARCHITECT WILL FURNISH COLOR CHIPS FOR SURFACES TO BE PAINTED. F. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDITION. REMOVE ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE PROTECTION; AFTER PAINTING REINSTALL ITEMS. G.APPLICATION: APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS; USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHED SHOW THROUGH FINAL COAT, UNTIL PAINT IS UNIFORM IN APPEARANCE. 1. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. H.MINIMUM COATING THICKNESS: APPLY AT NOT LESS THAN MANUFACTURER'S RECOMMENDED SPREADING RATE, TO ESTABLISH DRY FILM THICKNESS AS RECOMMENDED BY COATING MANUFACTURER. I. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED SURFACES WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT. J. FINISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID MARKS, OR OTHER SURFACE IMPERFECTIONS. K.PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS. 1. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMULSION. 2. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. 3. WET ROOM WALLS AND CEILINGS: SEMI-GLOSS ACRYLIC ENAMEL. 4.PAINTED METAL: SEMI-GLOSS 100% ACRYLIC. 5.OPAQUE PAINTED WOOD: SEMI-GLOSS 100% ACRYLIC. 6. TRANSPARENT FINISHED WOOD: SATIN ACRYLIC URETHANE. L.PREPARATION AND APPLICATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS FOR TYPES OF SUBSTRATES AND SPECIFIED PAINT SYSTEMS. END OF SECTION SECTION 10 28 13 - TOILET ACCESSORIES A.GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. C.MANUFACTURERS: BOBRICK (PREFERED), BRADLEY, OR AMERICAN SPECIALTIES (ACCEPTABLE ALTERNATES) D.TYPES: FLUSH MOUNTED TYPICAL FOR WALL MOUNTED UNITS; GRAB BARS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS. E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS. END OF SECTION SECTION 10 14 00 - SIGNAGE A.GENERAL: PROVIDE GENERAL SIGNAGE INCLUDING ENTRY SIGNS, TOILET ROOM SIGNS, STAIR SIGNS AND BRAILLE EXIT SIGNS AS REQUIRED BY APPLICABLE CODES AND STANDARDS. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. C.MANUFACTURERS: ASI SIGN, MOHAWK, VOMAR, OR CAMEO. D.ENTRY SIGNS: VINYL PRESSURE SENSITIVE SIGNS. E. TOILET ROOM DOOR SIGNS: PLASTIC; TWO SIGNS REQUIRED FOR EACH TOILET ROOM, ONE SIGN ON THE DOOR TO COMPLY WITH REQUIREMENTS, ONE SIGN ADJACENT TO DOOR TO COMPLY WITH ADAAG; WITH BRAILLE. F. STAIR SIGNAGE: PLASTIC WITH APPLIED COPY, VINYL LETTERS OR SILKSCREENED, AND BRAILLE. G.BRAILLE EXIT SIGNS: PLASTIC. H.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS. END OF SECTION SECTION 10 51 00 - LOCKERS A.GENERAL: PROVIDE METAL LOCKERS WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. MANUFACTURERS: LOCK UP - POLYCARBONATE. STYLE - RED 3 OR 6 TIER. C.TYPE: STANDARD TRIPLE TIER LOCKERS WITH FLAT TOPS AND “Z” TYPE RECESSED METAL BASES; PROVIDE LOCKUP LOCKS BY DIGILOCK; H&M COLORS AS SELECTED. (RED) D.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. END OF SECTION SECTION 11 30 13 - APPLIANCES A.GENERAL: PROVIDE APPLIANCES WITH ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION. B. MANUFACTURERS: FRIGIDAIRE, GENERAL ELECTRIC, HOTPOINT, WHIRLPOOL, OR IN-SINK-ERATOR. C.APPLIANCES: PROVIDE APPLIANCES EACH AS A COMPLETE UNIT WITH OPTIONS AND ACCESSORIES AS DIRECTED AND AS REQUIRED FOR COMPLETE OPERATIONAL CODE COMPLIANT INSTALLATION. 1. TYPES: REFER TO DRAWINGS FOR APPLIANCES D.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. END OF SECTION SECTION 14 24 00 - HYDRAULIC ELEVATOR A.GENERAL: OWNER TO PROVIDE ELEVATOR AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL FINISHED INSTALLATION. B. STANDARDS: COMPLY WITH ANSI A17.1, SAFETY CODE FOR ELEVATORS, AND WITH NFPA 70, NATIONAL ELECTRICAL CODE. C.CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR ELEVATORS INCLUDING REQUIREMENTS FOR PROVIDING ACCESS FOR PERSONS WITH DISABILITIES. 1. AMBULANCE GURNEY ACCESS: COMPLY WITH REQUIREMENTS FOR ACCESS TO ONE ELEVATOR SERVING EACH FLOOR. D.MANUFACTURER: SEE ARCHITECTURAL DRAWINGS E. TYPE: SEE ARCHITECTURAL DRAWINGS F. ELEVATOR CHARACTERISTICS: COMPLY WITH FOLLOWING UNLESS OTHERWISE INDICATED. 1. WEIGHT CAPACITY: AS PROVIDED 2. SPEED: AS PROVIDED 3. CONTROL: MICROPROCESSOR CONTROLLED SELECTIVE COLLECTIVE OPERATION WITH STARTER. G.ELEVATOR FINISHES: 1. HOISTWAY DOORS AND FRAMES: STAINLESS STEEL, NUMBER 4 FINISH. 2. CAB DOOR/FRONT PANELS: STAINLESS STEEL WITH INTEGRAL CONTROL PANELS. 3. CAB SIDE AND BACK WALLS: STAINLESS STEEL RIGIDIZED & MIRROR. 4.CEILING: STAINLESS STEEL WITH DOWNLIGHTS. 5.FLOORING: TILE PROVIDED UNDER SECTION 09300 - TILE. 6.RAILINGS: STAINLESS STEEL TUBULAR RAILS ON THREE SIDES 7.PADS: PROVIDE COMPLETE SET OF PADS TO PROTECT ELEVATOR FINISHES. H.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS, AND APPLICABLE CODES AND REGULATIONS. I. MAINTENANCE: STARTING AT DATE OF SUBSTANTIAL COMPLETION, PROVIDE 12 MONTH MAINTENANCE PROGRAM. END OF SECTION SECTION 14 30 00 - ESCALATORS A.GENERAL: PROVIDE ESCALATORS AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL FINISHED INSTALLATION. B. STANDARDS: COMPLY WITH ANSI A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS, AND WITH NFPA 70, NATIONAL ELECTRICAL CODE. C.CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR ESCALATORS. D.MANUFACTURER: SEE ARCHITECTURAL DRAWINGS E. TYPE: 40” WIDE (2) FLAT STEP, SEE ARCHITECTURAL DRAWINGS F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS, AND APPLICABLE CODES AND REGULATIONS. G.MAINTENANCE: STARTING AT DATE OF SUBSTANTIAL COMPLETION, PROVIDE 12 MONTH MAINTENANCE PROGRAM. END OF SECTION TILE INSTALLATION AND CLEANING: GENERAL INFORMATION: IF ONE HAS BEEN USED, REMOVE GROUT RELEASE AND CLEAN TILE SURFACES SO THAT THEY ARE FREE OF GROUT AND FOREIGN MATTER, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. IF A GROUT HAZE OR RESIDUE REMAINS USE A SUITABLE GROUT REMOVER OR CLEANER AND CONTACT GROUT MANUFACTURER FOR RECOMMENDATIONS. FLUSH SURFACE WITH CLEAN WATER BEFORE AND AFTER CLEANINGS. DO NOT USE HARSH HYDROCHLORIC, MURIATIC OR SULFURIC ACID OR ACID-BASED CLEANERS TO CLEAN GLAZED TILES OR TILES GROUTED WITH LATEX MODIFIED GROUT. 1. AFTER TILE AND GROUT HAVE SET AND CURED, SPONGE AND WASH TILE THOROUGHLY WITH APPROVED NEUTRAL CLEANER, IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. POLISH FINALLY WITH CLEAN, DRY CLOTHS. 2. AFTER CLEANING PROVIDE PROTECTIVE COVERING AND MAINTAIN CONDITIONS TO PROTECT TILE WORK FROM DAMAGE OR DETERIORATION. WHERE TILED SURFACES WILL BE SUBJECT TO EQUIPMENT, WHEEL OR HEAVY CONSTRUCTION TRAFFIC, AND DURING THE MOVE-IN OF FURNITURE AND EQUIPMENT, COVER PROTECTIVE COATING WITH ¼” HARDBOARD, PLYWOOD OR SIMILAR MATERIAL. 3. STONE TO BE SEALED WITH STONE MEDIC'S IMPREGNATOR O.R 2 COATS SEALER AS RECOMMENDED BY THE MANUFACTURER. COORDINATE INSTRUCTIONS/INFORMATION WITH SUPPLIERS TO BE SURE THAT THE INFORMATION IS CORRECT AND THAT THIS ACTION WILL GIVE US A FLOOR THAT LOOKS GOOD FOR A LONG PERIOD OF TIME. 4.LEAVE FINISHED INSTALLATION CLEAN AND FREE OF CRACKED, CHIPPED, BROKEN, UNBOUNDED, AND OTHERWISE DEFECTIVE TILE WORK. 5.PROVIDE OWNER WITH 2 BOXED OF EACH COLOR TILE USED FOR ATTIC STOCK AT PROJECT COMPLETION. END OF SECTION DOCUMENT 00 70 00 - GENERAL CONDITIONS A.GENERAL CONDITIONS: THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENTS A201, 2017 EDITION, IS A PART OF THIS CONTRACT, AND SHALL GOVERN WORK. A COPY WILL BE MADE AVAILABLE BY ARCHITECT UPON REQUEST. END OF SECTION SECTION 01 11 00 SUMMARY OF WORK A.SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF H&M STORE AS INDICATED IN CONTRACT DOCUMENTS. 1. ITEMS NOTED “NIC” (NOT IN CONTRACT) WILL BE FURNISHED AND INSTALLED BY OWNER UNDER SEPARATE CONTACT. B. WORK SEQUENCE: COORDINATE CONSTRUCTION SCHEDULE, OPERATIONS AND USE OF PREMISES WITH ARCHITECT AND OWNER. C.CONTRACTOR USE OF PREMISES: LIMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFIED; LIMIT ACCESS AS DIRECTED BY OWNER. D.BUILDING OCCUPANCY: OTHER AREAS MAY BE OCCUPIED DURING CONSTRUCTION; COOPERATE WITH OWNER TO MINIMIZE CONFLICT AND TO FACILITATE BUILDING OPERATIONS. E. LINE AND LEVELS: PROVIDE FIELD MEASUREMENTS; ESTABLISH LINES AND LEVELS BY USE OF RECOGNIZED ENGINEERING PRACTICES. LOCATE AND PROTECT CONTROL AND REFERENCE POINTS. F. REGULATORY REQUIREMENTS: PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH APPLICABLE CODES. COMPLY WITH CODE REQUIREMENTS FOR CONSTRUCTION. INFORM ARCHITECT OF DISCREPANCIES OBSERVED OR NOTED BY OTHERS. G.STANDARDS: COMPLY WITH STANDARDS REFERENCED EXCEPT WHERE MORE RIGID REQUIREMENTS ARE REQUIRED BY CODE. DATE OF STANDARD IS THAT IN EFFECT AS OF DATE DOCUMENTS ARE ISSUED, EXCEPT WHEN SPECIFIC DATE IS SPECIFIED. H.OWNER FURNISHED CONTRACTOR INSTALLED ITEMS: OWNER WILL ARRANGE FOR AND PAY FOR PRODUCT AS INDICATED ON DRAWINGS TO BE DELIVERED TO PROJECT SITE FOR CONTRACTOR INSTALLATION. 1. CONTRACTOR SHALL INSPECT, RECEIVE, UNLOAD, STORE INSTALL AND FINISH. END OF SECTION JG A-930 SPECIFICATIONS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION SECTION 01 30 00 - ADMINISTRATIVE REQUIREMENTS A.PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO SUBMITTING TO ARCHITECT. INFORM ARCHITECT IN WRITING AT SUBMISSION OF PROPOSED DEVIATIONS FROM CONTRACT DOCUMENTS. 1. SUBMITTAL REPRESENTS FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA HAVE BEEN DETERMINED AND VERIFIED BY CONTRACTOR. 2.REVIEW OF SUBMITTALS BY ARCHITECT SHALL BE FOR DESIGN CONCEPT ONLY AND SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACT DOCUMENTS. B. CONSTRUCTION PROGRESS SCHEDULE: SUBMIT BOTH BAR CHARTS AND CONTRACTOR'S STANDARD COMPUTERIZED SCHEDULES, UPDATED REGULARLY, NO LESS THAN MONTHLY. C.SCHEDULE OF VALUES: AIA FORM G703 OR APPROVED FORMAT. D.SHOP DRAWINGS: SUBMIT FOR PRINTS; PROVIDE FOR CUSTOM PRODUCTS AND PRODUCTS NOT FULLY IDENTIFIED BY PRODUCT DATA. E. SHOP DRAWINGS REQUIRED: STOREFRONT, GLASS RAILS, DOOR AND HARDWARE, SCHEDULE, CABINET WORK, LOCKERS, FLOORING, SUSPENDED CEILING, HVAC (FIXTURES, CONTROLS AND AIR BALANCE), PLUMBING FIXTURES, ELECTRICAL (SWITCHGEAR AND LIGHTS), FIRE ALARM, FIRE SPRINKLERS. THIS IS A BASIC MINIMUM LIST, SUBMIT OTHERS AS DEEMED NECESSARY. F. PRODUCT DATA: SUBMIT NUMBER REQUIRED BY CONTRACTOR PLUS TWO FOR ARCHITECT; INDICATE ITEM TO BE USED WHERE DATA FOR MORE THAN ONE PRODUCT OR OPTION IS INCLUDED; PROVIDE FOR EACH STOCK MANUFACTURED ITEM. G.SAMPLES: SUBMIT SAMPLES FOR EACH TYPE OF EXPOSED FINISH, COLOR, AND TEXTURE, MINIMUM SIZE 6”, MAXIMUM SIZE 12” UNLESS OTHERWISE SPECIFIED; SUBMIT ONE SAMPLE FOR ARCHITECT TO RETAIN, ONE SAMPLE FOR FIELD OFFICE AND NUMBER REQUIRED BY CONTRACTOR. H.MANUFACTURER'S CERTIFICATES: PROVIDE THREE. END OF SECTION SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION A.COORDINATION: COORDINATE WORK OF VARIOUS TRADES; VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE. 1. COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING CONNECTION TO AND PLACING IN SERVICE. B. SUBMITTALS: PREPARE COORDINATION DRAWINGS FOR AREAS WHERE SPACE AVAILABILITY IS LIMITED AND NECESSITATES MAXIMUM UTILIZATION OF SPACE, AND WHERE SEPARATE ENTITIES, PRODUCTS, AND MATERIALS REQUIRE COORDINATION. C.SUPERVISORY PERSONNEL: PROVIDE SUPERVISORY PERSONNEL IN ADDITION TO PROJECT SUPERINTENDENT; SUBMIT LIST OF STAFF NAMES AND POST COPIES IN PROJECT MEETING ROOM. D.PROJECT MEETINGS: SCHEDULE AND ADMINISTER MEETINGS, MAKE PHYSICAL ARRANGEMENT, PREPARE AGENDA, PRESIDE AT MEETINGS AND RECORD MINUTES. END OF SECTION SECTION 01 40 00 - QUALITY REQUIREMENTS A.GENERAL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP. B. MANUFACTURER'S FIELD SERVICES: PROVIDE MANUFACTURER OR SUPPLIER QUALIFIED PERSONNEL FOR ON-SITE OBSERVATIONS AS REQUIRED. C.MOCK-UPS: CONSTRUCT FIELD SAMPLES AND MOCK-UPS ON SITE AS REQUIRED. D.TESTING LABORATORY SERVICES: WHERE REQUIRED BY APPLICABLE AUTHORITIES PROJECT TESTING SHALL BE AN APPROVED TESTING LABORATORY, AS REQUIRED BY SPECIFICATIONS AND APPLICABLE CODES. 1. TESTING REQUIRED FOR PROJECT WILL BE PAID FOR BY OWNER EXCEPT RETESTING WILL BE PAID FOR BY CONTRACTOR WHERE REQUIRED BY FAILURE TO MEET ORIGINAL TESTS. 2. CONTRACTOR SHALL FURNISH MATERIALS AND SAMPLES FOR TEST AND SHALL ASSIST TESTING LABORATORY AS REQUESTED. END OF SECTION SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS A.TEMPORARY SERVICES: PROVIDE TEMPORARY ELECTRICITY, LIGHTING, HEAT AND VENTILATION, WATER, SANITARY FACILITIES, ENCLOSURES, AND BARRIERS AS REQUIRED BY AUTHORITIES AND AS REQUIRED TO COMPLETE PROJECT. 1. COORDINATE AVAILABILITY OF EXISTING SERVICES WITH OWNER; DO NOT USE SERVICES WITHOUT PRIOR OWNER WRITTEN APPROVAL. B. CONSTRUCTION AIDS: MAINTAIN NOISE, DUST AND POLLUTION CONTROL, SECURITY AND FIRE PROTECTION. C.ENCLOSURES: PROVIDE TEMPORARY WEATHER-TIGHT CLOSURES FOR EXTERIOR OPENING TO MAINTAIN ACCEPTABLE WORKING CONDITIONS, FOR PROTECTION OF MATERIALS, TEMPORARY HEATING, AND TO PREVENT UNAUTHORIZED ENTRY. D.BARRIERS: PROVIDE AS REQUIRED TO PREVENT UNAUTHORIZED ENTRY, TO PROTECT ADJACENT PROPERTIES, AND AS REQUIRED BY GOVERNING AUTHORITIES. E. CLEANING DURING CONSTRUCTION: PROVIDE PERIODIC CLEANING DURING PROGRESS OF WORK. F. PROJECT IDENTIFICATION: PROVIDE 32 SQUARE FOOT SIGN LISTING TITLE OF PROJECT, OWNER, ARCHITECT, PROFESSIONAL CONSULTANTS AND CONTRACTOR; EXTERIOR PLYWOOD CONSTRUCTION PAINTED BY PROFESSIONAL SIGN PAINTER. 1. OTHER SIGNS: SUBJECT TO OWNER AND ARCHITECT APPROVAL. G.FIELD TELEPHONE AND STORAGE: PROVIDE FIELD TELEPHONE AND ON-SITE AND OFF-SITE STORAGE AS REQUIRED FOR CONSTRUCTION. 1. PROVIDE CELLULAR TELEPHONES FOR ON-SITE SUPERVISOR AND SUBMIT REGULARLY UPDATED SCHEDULE OF ON-SITE SUPERVISOR WITH CELLULAR TELEPHONE NUMBERS. H.REMOVAL: REMOVE TEMPORARY CONSTRUCTION FACILITIES PRIOR TO SUBSTANTIAL COMPLETION. 1. CLEAN AND REPAIR DAMAGE CAUSED BY CONSTRUCTION FACILITIES. I. SITE WASTE MANAGEMENT: COMPLY WITH APPLICABLE AUTHORITIES FOR SITE WASTE MANAGEMENT =; MINIMUM 50% OF TOTAL PROJECT WASTE TO BE DIVERTED FROM LANDFILL. EFFECT OPTIMUM CONTROL OF SOLID WASTES. PREVENT ENVIRONMENTAL POLLUTION AND DAMAGE. 1. WASTE: CONSTRUCTION WASTE INCLUDE SOLID WASTES SUCH AS BUILDING MATERIALS, PACKING, RUBBISH, DEBRIS, AND RUBBLE RESULTING FROM CONSTRUCTION OPERATIONS. 2.RECYCLING: IMPLEMENT RECYCLING PROGRAM THAT INCLUDES SEPARATE COLLECTION OF RECYCLABLE WASTE MATERIALS BY BOTH CONTRACTOR AND SUBCONTRACTORS. 3.REBATES, TAX CREDITS, AND OTHER SAVINGS OBTAINED FOR RECYCLED AND RE-USED MATERIALS SHALL ACCRUE TO CONTRACTOR. END OF SECTION SECTION 01 60 00 - PRODUCT REQUIREMENTS A.MATERIALS AND EQUIPMENT SHALL BE NEW AND OF TYPE INTENDED FOR USAGE INDICATED. LIKE COMPONENTS SHALL BE BY ONE MANUFACTURER AND COMPONENT PART SHALL BE INTERCHANGEABLE. B. SUBMITTALS: SUBMIT COMPLETE LIST OF PRODUCTS BEING PROPOSED FOR INSTALLATION TABULATED BY SPECIFICATION NUMBER AND TITLE. C.QUALITY ASSURANCE: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE STRINGENT TOLERANCE ARE REQUIRED. PERFORM WORK BY PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. 1. ANCHORS: SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION AND RACKING, INCLUDING SEISMIC LOADS. D.DELIVERY, STORAGE AND HANDLING: TRANSPORT, HANDLE, STORE, PROTECT AND INSTALL MANUFACTURED ITEMS IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1. SHOULD CONFLICT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTRUCTIONS, CONSULT WITH ARCHITECT. 2. STORE AND PROTECT PRODUCTS AND FINISHES FROM DAMAGE FROM CONSTRUCTION OPERATIONS; COMPLY WITH MANUFACTURER RECOMMENDATIONS. END OF SECTION SECTION 01 25 00 - PRODUCT SUBSTITUTION PROCEDURES A.SUMMARY: PROVIDE PRODUCTS INDICATED OR APPROVED; REQUESTS FOR SUBSTITUTION OF OTHER PRODUCTS WILL BE CONSIDERED IF SUBMITTED IN WRITING. B. CONTRACTOR OPTIONS: PROVIDE PRODUCTS AND MANUFACTURERS NAMED IN SPECIFICATIONS, SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND MANUFACTURERS NOT SPECIFICALLY NAMED WHERE NAMES ARE LISTED. C.SUBSTITUTIONS: CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS AND DETERMINE IF EQUIVALENT TO PRODUCTS SPECIFIED. 1. SUBMITTALS SHALL INCLUDE COST OR TIME BENEFITS FOR SUBSTITUTIONS; FAILURE TO INDICATE COST OF TIME BENEFIT IS JUSTIFICATION FOR REJECTION. D.CONTRACTOR'S REPRESENTATION: REQUESTS CONSTITUTE THAT CONTACTOR HAS INVESTIGATED PROPOSED PRODUCTS AND DETERMINES IT MEETS OR EXCEEDS SPECIFIED PRODUCTS AND WAIVES CLAIMS FOR ADDITIONAL COSTS THAT SUBSEQUENTLY BECOME APPARENT. E. ARCHITECT'S DUTIES: ARCHITECT SHALL BE JUDGE OF ACCEPTABILITY AND RESERVES RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON INSUFFICIENT INFORMATION; USE ONLY SUBSTITUTION APPROVED IN WRITING. END OF SECTION SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS A.INSTALLER QUALIFICATIONS: INSTALLERS TO HAVE MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT, EXCEPT FOR INDIVIDUALS IN TRAINING UNDER DIRECT SUPERVISION OF EXPERIENCED INSTALLER. B. EXAMINATION: BEGINNING INSTALLATION OF A PRODUCT SIGNIFIES INSTALLER HAS EXAMINED SUBSTRATES, AREAS, AND CONDITIONS FOR COMPLIANCE WITH MANUFACTURER REQUIREMENTS FOR TOLERANCES AND OTHER CONDITION AFFECTING PERFORMANCE. C.MANUFACTURER'S INSTRUCTIONS: WHEN WORK IS SPECIFIED TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS OR INSTRUCTION, DISTRIBUTE COPIES TO PERSONS INVOLVED, AND MAINTAIN ONE SET IN FIELD OFFICE. D.INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTALLATION INSTRUCTION UNLESS MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED. E. FINAL CLEANING: CLEAN INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW, REMOVE TEMPORARY LABELS, STAINS, AND FOREIGN SUBSTANCES; POLISH TRANSPARENT AND GLOSSY SURFACES; VACUUM CARPETED AND SOFT SURFACES; CLEAN DUCTS; CLEAN SITE. F. PROTECTION: COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET COVERING, PROVIDE VENTILATION TO AVOID CONDENSATION AND TRAPPING WATER. END OF SECTION SECTION 01 73 29 CUTTING AND PATCHING A.CUTTING AND PATCHING: CUT AND FIT COMPONENTS AS REQUIRED; PATCH DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHED. 1. MAKE PARTS FIT TOGETHER PROPERLY 2.UNCOVER WORK TO PROVIDE FOR INSTALLATION OF ILL-TIME WORK 3.REMOVE AND REPLACE DEFECTIVE WORK 4.REMOVE AND REPLACE WORK NOT CONFORMING TO CONTRACT DOCUMENTS 5.REMOVE SAMPLES OF INSTALLED WORK AS REQUIRED FOR TESTING 6.PROVIDE ROUTINE PENETRATION OF NON-STRUCTURAL SURFACES, B. REFINISHING: REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO MATH ADJACENT FINISHES; FOR CONTINUOUS SURFACES REFINISH TO NEAREST INTERSECTION, FOR AN ASSEMBLY REFINISH ENTIRE UNIT. END OF SECTION SECTION 01735 - SELECTIVE DEMOLITION FOR REMODELING GENERAL: A.REMOVE FROM SITE EXISTING MATERIALS, CONSTRUCTION AND UTILITIES AS NEEDED TO COMPLETE PROJECT. 1. REMOVE EXISTING ELEMENTS INDICATED AND ENCOUNTERED DURING CONSTRUCTION, AS NEEDED TO COMPLETE WORK. 2.REMOVE ONLY THOSE ELEMENTS NECESSARY FOR COMPLETION OF PROJECT, REPLACE OR REPAIR ELEMENTS UNNECESSARILY REMOVED OR DAMAGED DURING CONSTRUCTION. 3. CAREFULLY REMOVE AND STORE ITEMS INDICATED FOR REUSE IN PROJECT AND COORDINATE WITH OTHER TRADES FOR MODIFICATIONS AND REINSTALLATION. 4.COORDINATE REMOVAL AND STORAGE OF MATERIALS AS INDICATED AND AS DIRECTED FOR OWNER'S MAINTENANCE STOCK; DELIVER TO LOCATION ON SITE AS DIRECTED BY OWNER. B. PROTECTION: PREVENT MOVEMENT AND SETTLEMENT OF ADJACENT STRUCTURE; PROVIDE BRACING,SHORING, AND UNDER PIPING AS NEEDED AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURES. 1. ASSUME LIABILITY FOR SUCH MOVEMENT AND SETTLEMENT C.UTILITIES: CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO DISCONNECTING UTILITIES; DISCONTINUE WORK IF UNEXPECTED UTILITY LINES ARE ENCOUNTERED. 1. DETERMINE LINE SOURCE AND USE PRIOR TO REMOVAL 2. CAP AND IDENTIFY EXISTING UTILITY LINES REMOVED D.PROCEDURES: SELECTIVELY REMOVE EXISTING CONSTRUCTION IN AN ORDERLY, CAREFUL, AND SAFE MANNER, IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION. 1. USE METHODS WHICH DO NOT DAMAGE MATERIALS INDICATED TO REMAIN 2. TAKE PRECAUTIONS AS REQUIRED TO PREVENT UNNECESSARY DUST AND POLLUTION 3.REMOVE DEMOLISHED MATERIALS FROM SITE UNLESS OTHERWISE DIRECTED; DISPOSE OF IN ACCORDANCE WITH APPLICABLE CODES END OF SECTION SECTION 01 77 00 - CLOSEOUT PROCEDURES A.SUBSTANTIAL COMPLETION: PROVIDE DOCUMENTATION STATING WORK HAS BEEN SUBSTANTIALLY COMPLETED. WHERE OWNER REQUIRED USE OF SPACE PRIOR TO FINAL COMPLETION, PROVIDE LIST OF ITEMS TO BE COMPLETED. 1. ARCHITECT WILL REVIEW LIST OF ANY ITEMS TO BE COMPLETED AND SUPPLEMENT LIST WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE. B.FINAL COMPLETION: SUBMIT CERTIFICATION WORK IS IN COMPLIANCE WITH CONTRACT DOCUMENTS, SYSTEMS HAVE BEEN TESTED AND ARE OPERATIONAL, AND WORK IS READY FOR FINAL INSPECTION. C.RECORDS AND DOCUMENTS: MAINTAIN COMPLETE AND UP-TO-DATE RECORD DOCUMENTS; KEEP SEPARATE FROM FIELD DOCUMENTS; OWNER WILL FURNISH SET FOR RECORD DRAWINGS. D.DATA: SUBMIT PROJECT RECORD DOCUMENTS, MATERIAL AND FINISH DATA, OPERATION AND INSTRUCTION MANUALS, WARRANTIES AND BONDS AT COMPLETION; SUBMIT IN COMPUTERIZED COMPACT DISK (CD'S) WHERE AVAILABLE. 1. SUBMIT BOUND IN 8-1/2” BY 11” THREE RING BINDERS WITH DURABLE PLASTIC COVERS. ARRANGE IN FORMAT SIMILAR TO SPECIFICATIONS END OF SECTION SECTION 01 78 36 - WARRANTIES A.WARRANTIES: PROVIDE WARRANTIES AS INDICATED, SIGNED BY CONTRACTOR AND MANUFACTURER; FORM AS APPROVED BY OWNER PRIOR TO EXECUTION. 1. WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHTS OWNER MAY HAVE AGAINST CONTRACTOR UNDER CONTRACT DOCUMENTS AND PRESCRIBED BY LAW, REGARDLESS OF WORDING OF WARRANTY. B. LIMITATIONS: WARRANTIES NEED NOT COVER FAILURES FROM UNUSUAL OR ABNORMAL PHENOMENA OF THE ELEMENTS, OWNER'S MISUSE, MALTREATMENT OR IMPROPER MAINTENANCE WORK, VANDALISM AFTER SUBSTANTIAL COMPLETION, OR WAR. END OF SECTION SECTION 01 79 00 - SYSTEM DEMONSTRATIONS A.SUMMARY: PROJECT INCLUDES SPECIAL FACILITY START-UP PROCESS TO BRING FACILITY TO FULLY OPERATIONAL STATE, FREE OF DEFICIENCIES, IN MOST EFFICIENT AND TIMELY MANNER ACHIEVABLE. END OF SECTION SECTION 03 11 16 - CAST-IN-PLACE CONCRETE A.GENERAL: PROVIDE FORMWORK, REINFORCING, AND CAST-IN-PLACE CONCRETE AS REQUIRED TO COMPLETE PROJECT AS INDICATED, TO COMPLY WITH STRUCTURAL DRAWINGS, REQUIREMENTS OF ACI, AND APPLICABLE CODES. 1. SLAB-ON-GRADE VAPOR RETARDER IS IN SECTION 07260 B. STANDARDS: COMPLY WITH APPLICABLE BUILDING CODE, AMERICAN CONCRETE INSTITUTE (ACI) AND CONCRETE REINFORCING STEEL INSTITUTE (CRSI) STANDARDS AS APPLICABLE. C.FORMWORK: ACI 347; PROVIDE NON-BONDING AND NON-STAINING FORM SEALERS. D.REINFORCING: COMPLY WITH ACI 315 AND 318, CRSI 59 AND 63, AND AWI D12.1; ASTM A615, DEFORMED REINFORCING BARS, GRADE 60 UNLESS OTHERWISE INDICATED, AND ASTM A185 WELDED WIRE FABRIC; GALVANIZED. E. CONCRETE: COMPLY WITH ACI 301 AND 318; NOT LESS THAN 3000 PSI AT 28 DAYS, MAXIMUM 1” AGGREGATE, MAXIMUM 3” SLUMP, 4% TO 5% AIR ENTRAINMENT, UNLESS OTHERWISE INDICATED. 1. PORTLAND CEMENT: ASTM C150 TYPE I OR II STANDARD. 2. AGGREGATES: ASTM C33 NORMAL WEIGHT 3. ADMIXTURES: ASTM C494 AS NEEDED NO CHLORIDES PERMITTED F. FINISHES: COMPLY WITH ACI FOR STANDARD CONCRETE FINISHED. 1. FLOOR SLABS: PROVIDE HARDENER/SEALER AT FLOORS INDICATED TO BE EXPOSED AND AS REQUIRED FOR THIN FLOOR FINISHES. G.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATION, REFERENCED STANDARDS, AND APPLICABLE CODE REQUIREMENTS. END OF SECTION SECTION 09 28 00 - CEMENTITIOUS UNDERLAYMENT GENERAL PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM, NOT INTENDED AS FINISHED TRAFFIC SURFACE, INCLUDING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. A.INSTALLER: FIRM WITH MINIMUM FIRE YEARS SUCCESSFUL EXPERIENCE, REGULARLY ENGAGED IN INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND ACCEPTABLE TO MANUFACTURER. B. TROWEL APPLIED SYSTEM: BY MAPEI OR LATICRETE, CAPABLE OF RECEIVING FEATHER EDGE TO EXISTING FLOOR; 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. C.SELF-LEVELING SYSTEM: BY MAPEI OR LATICRETE HIGH-STRENGTH, FAST-SETTING, NON-SHRINK, SELF-LEVELING UNDERLAYMENT; 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. D.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTION FOR EACH TYPE OF UNDERLAYMENT, TROWEL APPLIED FOR FEATHER EDGE AND SELF-LEVELING. END OF SECTION SECTION 05 50 00 METAL FABRICATIONS A.GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED AND NOT INCLUDED AS PART OF OTHER SECTIONS WITH ANCHORS AND ACCESSORIES FOR COMPLETE INSTALLATION. B. STEEL SHAPES: ASTM A36 STEEL. C.GROUT: PROVIDE NON-SHRINK, NON-METALLIC, PRE-MIXED, FACTORY PACKAGED, NON-STAINING, NON-CORROSIVE, NON-GASEOUS GROUT; TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED. D.GENERAL FABRICATION: GRIND EXPOSED WELDS SMOOTH AND FLUSH WITH ADJACENT SURFACES; COUNTERSINK FASTENERS; MAKE EXPOSED BUTT JOINTS HAIRLINE JOINTS WHERE MECHANICALLY FASTENED, FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. E. STEEL RAILINGS: WHERE LOCATED ON DRAWINGS PROVIDE WELDED TYPE WITH 1-1/2” OUTSIDE DIAMETER TUBE HANDRAILS; DESIGNED TO SUPPORT MINIMUM LATERAL FORCE OF 50 LBS/LIN FT UNIFORM LOAD AND 200 LBS AT ANY POINT WITHOUT PERMANENT SET OR DAMAGE. 1. STANDARDS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ACCESS FOR PERSONS WITH DISABILITIES AND WITH NAAMM “PIPE RAILING MANUAL” F. PRE-ENGINEERED SUPPORT SYSTEM: UNISTRUT OR GRINNELL/POWERSTRUT MANUFACTURED PRE-ENGINEERED SUPPORT SYSTEM CONSISTING OF MINIMUM 12 GAGE “C” CHANNEL SUPPORTS WITH ANCHORS, ATTACHMENTS, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. G.FINISH: PRIME PAINT MISCELLANEOUS METAL. CLEAN SURFACES OR RUST, SCALE, GREASE AND FOREIGN MATTER PRIOR TO APPLYING GALVANIZED OR PAINTED FINISH. H.INSTALLATION: INSTALL SQUARE AND LEVEL, ACCURATELY FITTED AND FREE FROM DISTORTION AND DEFECTS. END OF SECTION SECTION 05 73 00 STAINLESS STEEL AND GLASS RAILINGS A.GENERAL: PROVIDE STAINLESS STEEL AND GLASS RAILING WITH STAINLESS STEEL POSTS, RAILS AND COMPONENTS, ATTACHMENTS AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. QUALITY ASSURANCE: DESIGN TO SUPPORT MINIMUM LATERAL FORCE OF 50LBS/LIN FT UNIFORM LOAD AND 200 LBS AT ANY POINT WITHOUT PERMANENT SET OR DAMAGE. C.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. D.STAINLESS STEEL COMPONENTS: ASTM A269, GRADE 304; NUMBER [4], BRUSHED FINISH OR NUMBER [8] POLISHED STAINLESS STEEL AS NOTED IN DETAILS, FINISH AS DEFINED IN NAMM'S METAL FINISHED MANUAL. E. GLASS: ASTM C1048, KIND FT, FULLY TEMPERED SELECT GLAZING QUALITY CLEAR FLOAT GLASS WITH NO EXPOSED TONG OR STRESS MARKS; NOMINAL ¾” THICK UNLESS OTHERWISE INDICATED; SAFETY GLASS PASSING ANSI Z97.1 AND ACCEPTABLE TO AUTHORITIES FOR USE IN RAILINGS. F. GROUT: PROVIDE NON-SHRINK, NON-METALLIC, PRE-MIXED, FACTORY PACKAGED, NON-STAINING, NON-CORROSIVE, NON-GASEOUS GROUT; TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED. G.FABRICATION: CONCEAL WELDS AND CONNECTIONS, PROVIDE HAIRLINE JOINTS. ENSURE THAT ALL JOINTS ARE WELDED, POLISHED, AND SEALED. H.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. END OF SECTION SECTION 06 00 00 - MISCELLANEOUS ROUGH CARPENTRY A.GENERAL: PROVIDE MISCELLANEOUS BLOCKING AND PLYWOOD. B. STANDARDS: COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC), AMERICAN PLYWOOD ASSOCIATION (APA), AND APPLICABLE CODE REQUIREMENTS. C.BLOCKING: COMPLY WITH PS 20; GRADED BY AN AGENCY CERTIFIED BY FOREST PRODUCTS SOCIETY (FPS) AND TYPE RECOMMENDED FOR APPLICATION INVOLVED; DOUGLAS FIR OR SOUTHERN PINE; MINIMUM CONSTRUCTION GRADE S-DRY. D.PLYWOOD: COMPLY WITH PS 1, AND APPLICABLE APA PERFORMANCE STANDARDS FOR TYPE OF PANEL AND APPLICATION INDICATED. E. TREATED WOOD: PRESSURE TREAT WOOD IN CONTACT WITH CONCRETE AND AT ROOFING; FIRE TREAT WOOD CONCEALED IN INTERIOR WHERE REQUIRED BY APPLICABLE AUTHORITIES. 1. PRESSURE TREATED: WATER-BORNE PRESERVATIVES FOR ABOVE GROUND USE CONFORMING TO AWPA C2 AND C9. 2.FIRE TREATED: CONFORM TO APWA C20 AND C27, INTERIOR TYPE A AT INTERIOR APPLICATIONS; PASS ASTM D2898RAIN TEST WHERE AT EXTERIOR WALLS AND ROOF; IDENTIFY WITH FRTW. 3.KILN-DRY TREATED WOOD TO 19% MOISTURE CONTENT; DISCARDS WARPED AND DAMAGED PIECES. F. FASTENERS: GALVANIZED AT EXTERIOR LOCATIONS AND PRESSURE TREATED WOOD; SIZE AND TYPE TO SUIT APPLICATION; PROVIDE WASHERS FOR NUTS AND BOLTS. G.INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPLICABLE CODE REQUIREMENTS. END OF SECTION JG A-931 SPECIFICATIONS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION SECTION 06 20 00 - FINISH CARPENTRY GENERAL: A.PROVIDE WOOD TRIM INCLUDING WOOD DOOR JAMBS, WOOD SHELVING, CLOSET POLES, COATEDWIRE CLOSET POLES, MOP HOLDERS, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO WOODWORK INSTITUTE (WI) “MANUAL OF MILLWORK: STANDARDS OR ARCHITECTURAL WOODWORK INSTITUTE (AWI) “QUALITY STANDARDS” AND APPLICABLE CODES. C.OPAQUE PAINTED WOOD TRIM: CUSTOM GRADE, POPLAR OR WHITE BIRCH (MDF NOT ACCEPTABLE). D.WOOD SHELVING: WI/CUSTOM GRADE, ¾” WOOD BOARD OR HARDWOOD-EDGED PLYWOOD. 1. ADJUSTABLE SUPPORTS: HEAVY DUTY TYPE WITH DINGLE SLOTS 2” ON CENTER, 12” STANDARDS UNLESS OTHERWISE INDICATED; FINISH AS SELECTED BY ARCHITECT FROM STANDARD FINISHES. E. JANITOR CLOSET MOP HOLDERS: SPRING LOADED ANTI-SLIP MOP HOLDER WITH RUBBER CAM, WITH THREE MOP HOLDERS ON STAINLESS STEEL. 1. MANUFACTURERS: BOBRICK WASHROOM EQUIPMENT, INC./MODEL B-223; BRADLEY CORP./MODEL 9953; AMERICAN SPECIALTIES INC./MODEL 0796A. F. ACCESSORIES: PROVIDE AS INDICATED, AS RECOMMENDED BY WOODWORK INSTITUTE FOR APPLICATIONS INDICATED, AND AS REQUIRED FOR COMPLETE INSTALLATION AS INDICATED. G.INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED WI MOM QUALITY GRADE, PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS; SHIM AS REQUIRED, USING CONCEALED SHIMS. 1. INSTALL TRIM IN SINGLE, UNJOINTED LENGTHS FOR OPENINGS AND FOR RUNS LESS THAN 10'-0”; FOR LONGER USE ONLY ONE PIECE LESS THAN 10'-0”; PROVIDE SCARF JOINTS BETWEEN MEMBERS, STAGGER JOINTS IN ADJACENT MEMBERS; MITER CORNERS; NOT LESS THAN TWO FASTENERS EACH. H.PREPARATION FOR FIELD FINISHING: SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS; APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATION AND LEAVE READY TO RECEIVE SITE-APPLIED FINISHES. 1. SEAL CONCEALED AND SEMI-CONCEALED SURFACES; BRUSH APPLY ONLY, USING PRIMER CONSISTENT WITH FINISH COAST SPECIFIED UNDER SECTION 09900 - PAINTS AND COATINGS. END OF SECTION SECTION 06 40 00 - ARCHITECTURAL WOODWORK A.GENERAL: PROVIDE WOOD CASEWORK AND COUNTERTOPS, WOOD PANELING AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO WOODWORK INSTITUTE (WI) “MANUAL OF MILLWORK” OR ARCHITECTURAL WOODWORK INSTITUTE (AWI) “QUALITY STANDARDS”; PREMIUM GRADE UNLESS OTHERWISE INDICATED. 1. CERTIFICATION: PROVIDE CERTIFICATION C.MANUFACTURES: MEMBERS OF WOODWORK INSTITUTE (WI) OR ARCHITECTURAL WOODWORK INSTITUTE (AWI) WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING ARCHITECTURAL WOODWORK SIMILAR TO THAT REQUIRED FOR PROJECT. D.CASEWORK: FRAMELESS TYPE AS INDICATED ON DRAWINGS; CUSTOM SINGLE COMPONENT UNITS BASED ON WALL SPACE USING FIELD MEASUREMENTS. 1. TRANSPARENT/STAINED FINISHED: PREMIUM GRADE VENEER AS APPROVED BY CLIENT 2.PLASTIC LAMINATE FINISHED: WI/CUSTOM GRADE WITH NEMA LD-3 GENERAL PURPOSE TYPE HIGH PRESSURE LAMINATE; FORMICA, LAMINART, OR WILSONART a.HORIZONTAL SURFACE: MINIMUM 0.050” b. VERTICAL SURFACES: MINIMUM 0.030” c. BACK-UP SHEETS: MINIMUM 0.020” 3.PARTICLEBOARD: PROVIDE MEDITE CORP. (SIERRAPINE) MEDITE II OR RODMAN INDUSTRIES/RESINCORE I FORMALDEHYDE-FREE PARTICLEBOARD MADE FROM RECYCLED WOOD PRODUCTS. E. PLASTIC LAMINATE COUNTERTOPS: NEMA LA-3 GENERAL PURPOSE TYPE HIGH PRESSURE PLASTIC LAMINATE BY FORMICA, LAMINART, OR WILSONART, MINIMUM 0.042” POSTFORMING TYPE WITH 0.020” BACK-UP SHEETS. F. SOLID POLYMER COUNTERTOPS: COMPARABLE TO WI MOM/PREMIUM GRADE; MANUFACTURE'S STANDARD POLYMER SYSTEM WITH COLOR THROUGHOUT THICKNESS; PROVIDE MANUFACTURE RECOMMENDED JOINT ADHESIVE; EXPOSED SURFACES FINISHED TO MATCH TOP. 1. MANUFACTURES: DUPONT/CORIAN, AVONITE, FORMICA/SURELL, SWAN/SWANSTONE 2. COLOR: MANUFACTURER'S STANDARD COLOR AS SELECTED BY ARCHITECT G.CASEWORK HARDWARE: CHROME OR BRUSHED ALUMINUM FINISH 1. SHELF SUPPORTS: KNAPE & VOGT 255 STANDARDS, 256 SUPPORT; RECESSED 2.HINGES: EUROPEAN STYLE CONCEALED HINGES 3. SLIDES: FULL EXTENSION SLIDES, NOT LESS THAN 100 LB. CAPACITY 4.CABINET PULLS: 3” WIRE PULLS 5.LOCKS: REQUIRED AT ALL DOORS AND DRAWERS H.WOOD PANELING: PREMIUM GRADE PLYWOOD PANELING WITH WHITE BIRCH VENEER FOR OPAQUE PAINT FINISH; TONGUE AND GROOVE EDGES. I. TRANSPARENT/STAINED FINISHED WOODWORK: WI/PREMIUM GRADE VENEERS AS INDICATED ON DRAWINGS; VENEERING AS DIRECTED BY ARCHITECT WHERE NOT OTHERWISE INDICATED. 1. SAND WORK SMOOTH; SEAL, STAIN AND VARNISH CONCEALED AND SEMI-CONCEALED SURFACES OF TRANSPARENT FINISHED WOODWORK; BRUSH APPLY 2.FINISH: WI/PREMIUM GRADE FINISH AS DIRECTED BY ARCHITECT J. INSTALLATION: COMPLY WITH INSTITUTE STANDARDS AND MANUFACTURE RECOMMENDATIONS. END OF SECTION SECTION 07 26 00 - SLAB-ON-GRADE VAPOR RETARDER A.GENERAL: PROVIDE SLAB-ON-GRADE VAPOR RETARDER B. MANUFACTURER: FORITFIBER CORP./MOISTOP ULTRA; STEGO INDUSTRIES, INC./ STEGO WRAP (15 MIL); RAVEN INDUSTRIES, INC./VAPOR BLOCK #VB 15 (15 MIN BLUE) OR APPROVED EQUAL. C.VAPOR RETARDER: ASTM E1745, CLASS A WATER RESISTANT RETARDER CONSISTING OF 15 MIL POLYOLEFIN FILM 1. PERMEANCE: MAXIMUM 0.025 PERMS, ASTM F1249 AND E154 TESTS. D.JOINT SEALER: PRESSURE SENSITIVE TAPE AS RECOMMENDED BY VAPOR RETARDER MANUFACTURER AND PROVING COMPARABLE PREMEANCE TO VAPOR RETARDER. E. SAN BED: CLEAN DRY NATURAL SAND; FREE FROM SILT, CLAY, LOAM, FRIABLE, OR SOLUBLE MATERIALS, AND ORGANIC MATTER. F. INSTALLATION: COMPLY WITH MANUFACTURE RECOMMENDATIONS; TAPE JOINTS AND TEARS IN VAPOR RETARDER. END OF SECTION SECTION 07 40 00 ROOF REPAIRS GENERAL: A.REPAIR EXISTING ROOF SYSTEMS AS REQUIRED FOR NEW CONSTRUCTION WAS ACCESSORIES FOR COMPLETE WEATHER TIGHT INSTALLATION, WHERE APPLICABLE PER LEASE. B. STANDARDS: CONFORM TO NATIONAL ROOFING CONTRACTORS ASSOCIATION ROOFING AND WATERPROOFING MANUAL 4TH OR 5TH EDITION. C.WARRANTY: PROVIDE FOR CORRECTING FAILURE OF ROOF REPAIRS TO RESIST PENETRATION OF WATER AND DAMAGE FROM WIND; WARRANTY PERIOD OF TWO YEARS. 1. WHERE EXISTING BUILDING HAS WARRANTY, COMPLY WITH REQUIREMENTS OF EXISTING ROOF WARRANTY FOR REPAIRS. D.ROOFING SYSTEM: MATCH EXISTING ROOFING, NO SUBSTITUTIONS PERMITTED; PROVIDE MATERIAL CAPABLE OF MAINTAINING EXISTING WARRANTIES; CONFORM TO REQUIREMENTS OF NRCA ROOFING MANUAL AND APPLICABLE CODE REQUIREMENTS. 1. SYSTEM: PROVIDE COMPLETE SYSTEM WITH ACCESSORIES AS REQUIRED FOR REPAIR. E. ROOF SYSTEM REPAIRS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR ROOF TYPE SPECIFIED. END OF SECTION SECTION 07 81 00 - SPRAYED-ON FIREPROOFING A.GENERAL: CEMENTITIOUS OR MINERAL FIBER SPRAY-ON FIREPROOFING AS REQUIRED BY APPLICABLE CODES FOR APPLICABLE FIRE RESISTIVE CONSTRUCTION; NO ASBESTOS PERMITTED. B. MANUFACTURERS: W.R. GRACE/MONOKOTE OR ALBI MANUFACTURING DIVISION STANCHEM/DURASPRAY, OR APPROVED EQUAL. C.INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATION AND FIRE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. END OF SECTION SECTION 07 84 00 - FIRESTOPPING A.GENERAL: PROVIDE PENETRATION-TYPE FIRESTOPPING FOR TIME-RATED FLOOR, WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE AND HOT GLASS. B. CODES: CONFORM TO APPLICABLE CODE REQUIREMENTS FOR BOTH F AND T RATINGS. C.STANDARDS: PASS ASTM E814 THROUGH-PENETRATION FIRE STOPS, ASTM E119 FIRE TESTS AND ASTM E84 FLAME SPREAD/SMOKE CONTRIBUTION MAXIMUM 25/25. D.MANUFACTURES: 3M/FIRE BARRIER, STI/SPECSEAL OR PENSIL, OR HILTI/FIRESTOP SYSTEMS, OR APPROVED EQUAL. E. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. END OF SECTION SECTION 07 90 00 - JOINT SEALERS A.GENERAL: PROVIDE EXTERIOR AND INTERIOR JOINT SEALERS NOT PROVIDE ELSEWHERE TYPE SUITABLE FOR APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. VERIFICATION: MANUFACTURER REPRESENTATIVE TO REVIEW PROJECT AND VERIFY IN WRITING JOINT SEALERS ARE COMPATIBLE WITH SUBSTRATES AND APPLICATIONS INDICATED. C.ELASTOMERIC SEALANTS: 1. EXTERIOR NON-TRAFFIC JOINTS: GE/SILPRUG, DOW/790-795, OR PEDCORA/854, LOW MODULUS SILICONE SEALANT, OR APPROVED EQUAL 2. TRAFFIC BEARING JOINTS: MAMECO/VULKEM 245 OR PECORS/NR-200 UREXPAN, MULTI-COMPONENT POLYURETHANE, SELF-LEVELING JOINT SEALER, OR APPROVED EQUAL 3. MILDEW-RESISTANT SANITARY SEALANTS: GE/SANITARY DEALANT, DOW/BATHTUB CAULK, OR PECORS/863 #345 WHITE; PROVIDE AT INTERIOR AREAS WHERE SEALANT WILL BE EXPOSED TO WATER. D.NON-ELASTOMERIC SEALANTS: 1. GENERAL INTERIOR JOINT SEALER: PECORA/AC-20 OR SONNEBORN/SONOLAC, ACRYLIC OR LATEX EMULSION OR APPROVED EQUAL. E. MISCELLANEOUS MATERIAL” PRIMERS, SEALERS, JOINT CLEANERS, BOND BREAKER TAPE, AND SEALANT BACKER RODS AS RECOMMENDED BY SEALANT MANUFACTURE FOR APPLICATION INDICATED. F. PREPARATION: CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF JOINT SEALER, AND PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. G.INSTALLATION: COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND ASTM C1193. 1. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE JOINT SEALERS ARE DEPOSITED IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS, WHITE COMPLETE “WETTING” OF BOND SURFACES. END OF SECTION SECTION 08 11 00 - STEEL DOORS AND FRAMES A.GENERAL PROVIDE STEEL DOOR AND FRAMES, INCLUDING HOLLOW METAL (PRESSED STEEL) FRAMES, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 1. COORDINATE WITH SECTION 08700 HARDWARE B. STANDARDS: COMPLY WITH STEEL DOOR INSTITUTE (SDI): SDI-100 (ANSI/SDI A250.8) -RECOMMENDED SPECIFICATIONS - STANDARD STEEL DOORS AND FRAMES OR NAAMM HOLLOW METAL MANUFACTURERS ASSOCIATION “HOLLOW METAL MANUAL” C.MANUFACTURERS: CECO, CURRIES, AMWELD, OR PIONEER, OR APPROVED EQUAL. D.HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE WITH FILLED EDGE; CLOSE TOP AT EXTERIOR DOORS. 1. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS, 2. GAGE: PROVIDE MINIMUM 18 GAGE AT INTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR DOORS. E. PRESSED STEEL (HOLLOW METAL) FRAMES: MINIMUM 16 GAGE WELDED (PRE-ASSEMBLED) FRAMES EXTERIOR, KNOCK-DOWN (FILED-ASSEMBLED) FRAMES INTERIOR. F. FIRED RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY LABELED DOORS AND FRAMES AS REQUIRED. G.ACCESSORIES: PROVIDE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. PROVIDE SQUARE GLAZING STOPS AS APPROVED BY ARCHITECT FOR GLAZING IN METAL DOORS AND FRAMES. H.FINISH: PRIME PAINT INTERIOR UNITS, GALVANIZE AND PRIME PAINT EXTERIOR UNITS; MINIMUM A60 GALVANIZING; CLEAN, DEGREASE AND FACTORY PRIME PAINT. I. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, SDI OR NAAMM STANDARDS, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. END OF SECTION JG A-932 SPECIFICATIONS REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 2202177 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING 02.24.23 ISSUED FOR TENDER 04.10.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION SUBMITTALS SHEET INDEXSYMBOLSEQUIPMENT TAGSABBREVIATIONS REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 M-000 MECHANICAL TITLE SHEET UP 30R ELEVATOR 009 MACHINE ROOM ELEVATOR 008 COLLECT CLICK & 006 MENS SALES AREA 005 KIDS SALES AREA 004 DIVIDED SALES AREA 003 WINDOW 2 DISPLAY 002 WINDOW 1 DISPLAY 001 CORRIDOR EXIT 007 ROOM FITTING 005 GENERAL MECHANICAL NOTES “”“ ” NOTE: LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER HVAC PLAN LAY-OUT. M210A LOWER LEVEL KEY NOTES 1 HVAC PLAN - LOWER LEVEL 1/8" = 1'-0" M-210A HVAC PLAN LOWER LEVEL REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 WINDOW 3 DISPLAY 103 AREA (WOMEN'S) SALES 104 WASHROOM MEN'S 107 ROOM STOCK 106 ROOM #2 FITTING 105 ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 1 HVAC PLAN - UPPER LEVEL 1/8" = 1'-0" M210A LOWER LEVEL KEY NOTES M-210B HVAC PLAN UPPER LEVEL REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 1 TYPICAL DIFFUSER/DUCT CONNECTIONS SCALE: NO SCALE GRILLE, REGISTERS AND DIFFUSER SCHEDULE REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 M-800 HVAC SCHEDULES AND DETAILS ” ” ”” ” ” ”” ”” ”” ”  ” “” “” REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 M-900 MECHANICAL SPECIFICATIONS 1 ENLARGED PLUMBING PLAN 1/4" = 1'-0" GENERAL PLUMBING NOTES “” “” PLUMBING FIXTURE SCHEDULE P100 KEY NOTES GREEN CONSERVATION CODE: INDOOR PLUMBING FIXTURES SHALL MEET THE CALIFORNIA GREEN CONSERVATION CODE. WATER COOLER 4 UNDERCOUNTER INSTANTANEOUS ELECTRIC WATER HEATER DETAIL SCALE: NO SCALE INSTANTANEOUS WATER HEATER SCHEDULE 3 WATER ISOMETRIC N.T.S.2 WASTE & VENT ISOMETRIC N.T.S. REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 P-500 ENLARGED PLUMBING PLAN AND DETAILS ” REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 P-900 PLUMBING SPECIFICATIONS UP 30R F.E. EX. F.E. EX. F.E. RE. F.E.2 F.E. 1 ELEVATOR 009 MACHINE ROOM ELEVATOR 008 COLLECT CLICK & 006 MENS SALES AREA 005 KIDS SALES AREA 004 DIVIDED SALES AREA 003 WINDOW 2 DISPLAY 002 WINDOW 1 DISPLAY 001 CORRIDOR EXIT 007 ROOM FITTING 005 UP 30R F.E. EX. F.E. EX. F.E. RE. F.E.2 F.E. 1 ELEVATOR 009 MACHINE ROOM ELEVATOR 008 COLLECT CLICK & 006 MENS SALES AREA 005 KIDS SALES AREA 004 DIVIDED SALES AREA 003 WINDOW 2 DISPLAY 002 WINDOW 1 DISPLAY 001 CORRIDOR EXIT 007 ROOM FITTING 005 2 SPRINKLER HEAD LOCATION DETAIL NO SCALE 3 SPRINKLER HEAD PIPING DETAIL NO SCALENOTE: LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER HVAC PLAN LAY-OUT. GENERAL FIRE PROTECTION NOTES 1 FIRE PROTECTION PLAN - LOWER LEVEL 1/8" = 1'-0" SPRINKLER HEAD LEGEND FP 210 KEY NOTES NOTE: NOTE: LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER SPRINKLER PLAN LAY-OUT. NOTE: FIRE PROTECTION CONTRACTOR TO VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION IF: **A TEST DRAIN FOR ANNUAL TESTING IS REQUIRED AND IF SO, INCLUDE SUCH COSTS IN THEIR BID. **IF SPRINKLER HEADS ARE REQUIRED IN VOID SPACES AND IF SO, INCLUDE SUCH COSTS IN THEIR BID. **IF SPRINKLER HEADS ARE REQUIRED BELOW HVAC UNITS, DUCTS, ETC AND IF SO, INCLUDE SUCH COSTS IN THEIR BID. REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 FP-210A FIRE PROTECTION PLAN LOWER LEVEL F.E. EX. F.E. RE. F.E. EX. F.E. EX. F.E. EX. F.E. EX. F.E. EX. WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 WINDOW 3 DISPLAY 103 AREA (WOMEN'S) SALES 104 WASHROOM MEN'S 107 ROOM STOCK 106 ROOM #2 FITTING 105 ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 F.E. RE. F.E. EX. F.E. RE. F.E. EX. F.E. EX. F.E. EX. F.E. EX. F.E. EX. WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 WINDOW 3 DISPLAY 103 AREA (WOMEN'S) SALES 104 WASHROOM MEN'S 107 ROOM STOCK 106 ROOM #2 FITTING 105 ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 F.E. RE. SPRINKLER HEAD LEGEND FP 210 KEY NOTES NOTE: NOTE: LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER SPRINKLER PLAN LAY-OUT. NOTE: FIRE PROTECTION CONTRACTOR TO VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION IF: **A TEST DRAIN FOR ANNUAL TESTING IS REQUIRED AND IF SO, INCLUDE SUCH COSTS IN THEIR BID. **IF SPRINKLER HEADS ARE REQUIRED IN VOID SPACES AND IF SO, INCLUDE SUCH COSTS IN THEIR BID. **IF SPRINKLER HEADS ARE REQUIRED BELOW HVAC UNITS, DUCTS, ETC AND IF SO, INCLUDE SUCH COSTS IN THEIR BID. 1 FIRE PROTECTION PLAN - UPPER LEVEL 1/8" = 1'-0" NOTE: LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER HVAC PLAN LAY-OUT. REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 FP-210B FIRE PROTECTION PLAN UPPER LEVEL NOTE: FIRE PROTECTION CONTRACTOR TO VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION IF A TEST DRAIN FOR ANNUAL TESTING IS REQUIRED AND IF SO, INCLUDE SUCH COSTS IN THEIR BID. REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING TMS/LAK REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 RE-ISSUED FOR CONSTRUCTION 06.26.23 FP-900 FIRE PROTECTION SPECIFICATIONS GENERAL NOTES ELECTRICAL SYMBOL LEGEND “” “” ELECTRICAL ABBREVIATIONS ELECTRICAL SHEET INDEX ELECTRICAL SUBMITTALS STORE OPENING DAY REQUIREMENTS “” CR AND DETAILS E-000 ELECTRICAL LEGENDS, NOTES REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION GENERAL LIGHTING PLAN - LOWER LEVEL1 UP 30R HM SPACE000 HM SPACE000 ELEVATOR 009 MACHINE ROOM ELEVATOR 008 COLLECT CLICK & 006 MENS SALES AREA 005 KIDS SALES AREA 004 DIVIDED SALES AREA 003 WINDOW 2 DISPLAY 002 WINDOW 1 DISPLAY 001 CORRIDOR EXIT 007 ROOM FITTING 005 ENLARGED FITTING ROOM PLAN2 LOWER LEVEL E-210A GENERAL LIGHTING PLAN REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION PLASTICPAPERTRASH 50" TV WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 WINDOW 3 DISPLAY 103 AREA (WOMEN'S) SALES 104 WASHROOM MEN'S 107 ROOM STOCK 106 ROOM #2 FITTING 105 ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 GENERAL LIGHTING PLAN - UPPER LEVEL1 ENLARGED FITTING ROOM PLAN2 UPPER LEVEL E-210B GENERAL LIGHTING PLAN REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION TRACK LIGHTING PLAN - LOWER LEVEL1 UP 30R ELEVATOR 009 MACHINE ROOM ELEVATOR 008 COLLECT CLICK & 006 MENS SALES AREA 005 KIDS SALES AREA 004 DIVIDED SALES AREA 003 WINDOW 2 DISPLAY 002 WINDOW 1 DISPLAY 001 CORRIDOR EXIT 007 ROOM FITTING 005 REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION TRACK LIGHTING PLAN - UPPER LEVEL1 WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 WINDOW 3 DISPLAY 103 AREA (WOMEN'S) SALES 104 WASHROOM MEN'S 107 ROOM STOCK 106 ROOM #2 FITTING 105 ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION POWER PLAN - LOWER LEVEL1 UP 30R HM SPACE000 HM SPACE000 ELEVATOR 009 MACHINE ROOM ELEVATOR 008 COLLECT CLICK & 006 MENS SALES AREA 005 KIDS SALES AREA 004 DIVIDED SALES AREA 003 WINDOW 2 DISPLAY 002 WINDOW 1 DISPLAY 001 CORRIDOR EXIT 007 ROOM FITTING 005 E-310A POWER PLAN LOWER LEVEL REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION PLASTICPAPERTRASH 50" TV WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 WINDOW 3 DISPLAY 103 AREA (WOMEN'S) SALES 104 WASHROOM MEN'S 107 ROOM STOCK 106 ROOM #2 FITTING 105 ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 POWER PLAN - UPPER LEVEL1 ” E-310B POWER PLAN UPPER LEVEL REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION SECURITY PLAN - LOWER LEVEL1 SHOWN FOR REFERENCE AND BIDDING PURPOSES ONLY. REFER TO JOB SPECIFIC SHOP DRAWINGS BEFORE INSTALLATION. E.C. IS RESPONSIBLE FOR ALL CONDUIT AND BACKBOXES DOOR SCHEDULE - CUBE SYSTEM SECURITY SYMBOL LEGEND UP 30R HM SPACE000 HM SPACE000 ELEVATOR 009 MACHINE ROOM ELEVATOR 008 COLLECT CLICK & 006 MENS SALES AREA 005 KIDS SALES AREA 004 DIVIDED SALES AREA 003 WINDOW 2 DISPLAY 002 WINDOW 1 DISPLAY 001 CORRIDOR EXIT 007 ROOM FITTING 005 CR DC CR DC E-411A SECURITY PLAN LOWER LEVEL REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION PLASTICPAPERTRASH 50" TV WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 WINDOW 3 DISPLAY 103 AREA (WOMEN'S) SALES 104 WASHROOM MEN'S 107 ROOM STOCK 106 ROOM #2 FITTING 105 ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 SECURITY PLAN - LOWER LEVEL1 SHOWN FOR REFERENCE AND BIDDING PURPOSES ONLY. REFER TO JOB SPECIFIC SHOP DRAWINGS BEFORE INSTALLATION. E.C. IS RESPONSIBLE FOR ALL CONDUIT AND BACKBOXES SECURITY SYMBOL LEGEND CR DOOR SCHEDULE - CUBE SYSTEM E-411B SECURITY PLAN UPPER LEVEL REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION FIRE ALARM SYSTEM SYMBOL LEGEND FIRE ALARM PLAN - LOWER LEVEL1 UP 30R HM SPACE000 HM SPACE000 ELEVATOR 009 MACHINE ROOM ELEVATOR 008 COLLECT CLICK & 006 MENS SALES AREA 005 KIDS SALES AREA 004 DIVIDED SALES AREA 003 WINDOW 2 DISPLAY 002 WINDOW 1 DISPLAY 001 CORRIDOR EXIT 007 ROOM FITTING 005 E-412A FIRE ALARM PLAN LOWER LEVEL REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION PLASTICPAPERTRASH 50" TV WINDOW 1 DISPLAY 101 WINDOW 2 DISPLAY 102 WINDOW 3 DISPLAY 103 AREA (WOMEN'S) SALES 104 WASHROOM MEN'S 107 ROOM STOCK 106 ROOM #2 FITTING 105 ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 FIRE ALARM SYSTEM SYMBOL LEGEND FIRE ALARM PLAN - UPPER LEVEL1 E-412B FIRE ALARM PLAN UPPER LEVEL REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION PLASTICPAPERTRASH 50" TV ROOM JANITOR'S 111 ROOM VISUAL 110 HALLWAY 109 ROOM SECURITY 112 ROOM ELECTRICAL 113 WASHROOM WOMEN'S 108 ADMIN 114 ROOM MEETING 116 ROOM LAN 115 ROOM STAFF 117 ENLARGED BACK OF HOUSE POWER PLAN1 MECHANICAL EQUIPMENT SCHEDULE WASHROOM MEN'S 107 ROOM STOCK 106 E-501 ENLARGED BOH POWER PLANS REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION HM SPACE000 ENLARGED CASHWRAP PLAN - UPPER LEVEL1 ENLARGED CASHWRAP PLAN - LOWER LEVEL3 BACK VIEW (5 REGISTERS)2 PLASTICPAPERTRASH E-502 ENLARGED POWER PLANS REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION 1 2 E-601 POWER RISER DIAGRAM REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION E-602 PANEL SCHEDULES REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION Power Pack PowerPack Any 24VDC Ceiling/Wall Sensor Any 24VDCCeiling/Wall Sensor Ceiling Mounted Lighting Controller Input Terminal Wall Mounted Non-controlledCircuit Power Pack Any 8-Wire 24VDCOccupancy Sensor OCCUPANCY SENSOR NOTES LightingController Input Terminal d a L o Single Switch BUZZER SYSTEM WIRING DIAGRAM METAL PIPE THROUGH 1-HR. OR 2-HR. GYPSUM WALL ASSEMBLY E-701 ELECTRICAL DETAILS REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION 13 SHOWN FOR REFERENCE AND BIDDING PURPOSES ONLY. REFER TO JOB SPECIFIC SHOP DRAWINGS BEFORE INSTALLATION. E.C. IS RESPONSIBLE FOR ALL CONDUIT AND BACKBOXES 7 22 E-703 SECURITY DETAILS REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION ELEVATION AT DECO DESK1 KEY NOTES: ELEVATION AT TV WALL IN MEETING ROOM2 ELEVATION AT LOUNGE3 ELEVATION AT LOUNGE COUNTER4 ELEVATION AT TIMECLOCK5 E-704 BACK OF HOUSE ELEVATIONS REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION E-800 LIGHTING FIXTURE SCHEDULE REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION ¾” ” ELECTRICAL SPECIFICATIONS E-901 ELECTRICAL SPECIFICATIONS REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION E-902 ELECTRICAL CA TITLE 24 FORMS REVISION: SHEET TITLE: SPACE NO.: hHEI PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: 20 2 3 AS NOTED 2023 R22-4496.003 ISSUE DATE: CRU# B-10, F-24 D.O.B. NO: US 0 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 12.12.22 ISSUED FOR LL REVIEW AND PERMIT ENGINEER: ARCHITECT: CLIENT CONTACT: WW W . A X X Y S C O N S T R U C T I O N . C O M SEAL: STORE PLANNERS: (321)559-8308 O R L A N D O • T O R O N T O • V A N C O U V E R www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 K P A U L P A R T N E R S H I P I N C. JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 HALLBERG ENGINEERING BJK/DJQ/PJF REV-3 1 02.13.23 BLDG. DEPT. COMMENTS 02.24.23 ISSUED FOR TENDER 04.11.23 ISSUED FOR CONSTRUCTION 2 05.18.23 REVISION TO PERMIT 3 06.14.23 CITY COMMENTS 06.26.23 06.26.23 RE-ISSUED FOR CONSTRUCTION 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DRAWINGS, SPECFICATIONS AND DOCUMENTS ENUMERATED IN THE OWNER/CONTRACTOR AGREEMENT ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATEST REVISIONS ADOPTED PRIOR TO PERMITTING REFERRED TO HERE AS “THE CODE”, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. ALL REFERENCED STANDARDS SHALL BE THE VERSION INDICATED IN CHAPTER 35 OF THE CODE. 6. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. E. FLOOR AND ROOF FINISHES. F. MISCELLANEOUS DRAINAGE AND WATERPROOFING. G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL. H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 7. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES , EXCEPT AS SHOWN OR NOTED. D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 8. THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER DO NOT INCLUDE REVIEW OF THE ABOVE ITEMS. 9. INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, NOTIFY THE ARCHITECT IMMEDIATELY. 10. OPENINGS, POCKETS, PENETRATIONS, NON-STRUCTURAL EMBEDS, ETC. SHALL NOT BE PLACED IN ANY STRUCTURAL MEMBER EXCEPT AS NOTED OR DETAILED ON THESE DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW SUCH ITEMS PLACED IN A MANNER THAT IS NOT CONSISTENT WITH THE STRUCTURAL DRAWINGS. 11. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. MAKE PROVISIONS IN THE CONSTRUCTION SEQUENCING OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING, THERMAL EXPANSION, ETC. 12. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED STRENGTH. 13. COORDINATE AND VERIFY EDGE OF SLAB DIMENSIONS PRIOR TO FABRICATION OR PLACEMENT OF FORMWORK. 14. HEAVY EQUIPMENT, CRANES AND MATERIAL STOCKPILES SHALL NOT BE LOCATED ON OR ADJACENT TO BASEMENT WALLS UNLESS APPROVED BY THE ARCHITECT. 15. VERIFY THAT THE ACTUAL OPERATING WEIGHT OF ALL EQUIPMENT DOES NOT EXCEED THAT SHOWN ON THE DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. GENERAL 1. SEISMIC LOADS ON NON-STRUCTUAL COMPONENTS: SEISMIC ANALYSIS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CODE. SEISMIC IMPORTANCE FACTOR I = 1.0 RISK CATEGORY II MAPPED SPECTRAL RESPONSE ACCELERATION SS = 1.361 PARAMETERS S1 = 0.483 DESIGN SPECTRAL RESPONSE ACCELERATION SDS = 1.619 SEISMIC DESIGN CATEGORY D SITE CLASS D (DEFAULT) DESIGN LOADS 1. STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNEE IN ACCORDANCE WITH SECTION 1704.6 OF THE CODE. 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATION. STRUCTURAL OBSERVATION DOES NOT WAVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE CITY OR DEPUTY INSPECTORS. 3. THE CONTRACTOR SHALL COORDINATE AND CALL FOR A PRE-CONSTRUCTION MEETING BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN. STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS, PROJECT INSPECTOR. THE PURPOSE OF THE MEETING SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. 4. THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT FOR EACH SIGNIFICANT STATE OF CONSTRUCTION OBSERVERD. A COPY OF THE OBSERVATION REPORT SHALL BE SENT TO THE OWNER, CONTRACTOR AND INSPECTOR OF RECORD (IOR). STRUCTURAL OBSERVATIONS 1. THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS INSPECTION BY A PROJECT INSPECTOR APPROVED BY THE JURISDICTION. A. EXPANSION ANCHORS. 2. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE CODE AND ANY ADDITIONAL REQUIREMENTS STATED IN THESE DRAWINGS AND/OR THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS 1. EARTHQUAKE LOADS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CODE 2. Ip = 1.0 FOR ALL NONSTRUCTURAL COMPONENTS 3. EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS, Fp, ARE DETERMINED IN ACCORDANCE WITH ASCE7-16 CHAPTER 13 USING THE VALUE OF Sds FROM DESIGN LOADS NOTE 5 4. THE MAXIMUM AND MINIMUM VALUES FOR Fp SHALL BE DETERMINED FROM ASCE-16 EQUATIONS 13.3-2 AND 13.3-3 RESPECTIVELY 5. ALL EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS SHALL BE BASED ON THE VALUES OF ap AND Rp FROM ASCE7-16 TABLES 13.5-1 AND 13.6-1 EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS 1. ALL EXPANSION TYPE ANCHORS SHALL CONSIST OF HILTI KWIK BOLT TZ2 CONCRETE ANCHORS PER ICC ESR-4266 REPORT. INSTALLATION SHALL BE IN CONFORMANCE WITH THE ICC REPORT. 2. ALL EPOXY TYPE ANCHORS SHALL CONSIST OF HILTI HIT HY-200 HYBRID ADHESIVE USED IN CONJUNCTION WITH DEFORMED REINFORCING BARS PER ICC REPORT ESR-3187. INSTALLATION OF ANCHORS SHALL BE IN CONFORMANCE WITH THE ICC REPORT. 3. WHEN INSTALLING DRILLED IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 4. THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE PERIODICALLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, PREDRILLED HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE. 5. TEST ALL POST-INSTALLED ANCHORS AS REQUIRED PER SECTION 1705 OF THE CODE. 6. ALL WEDGE ANCHORS SHALL BE CARBON STEEL, UNO. USE STAILESS STEEL ANCHORS IN EXTERIOR EXPOSURE, DAMP ENVIRONMENT, AND FOR ALL ANCHORS FOR EQUIPMENT WITHIN THE PHARMACY SPACE. POST-INSTALLED CONCRETE ANCHORS AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADJ ADJACENT AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL AGGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION APPVD APPROVED APPROX APPROXIMATE ARCH ARCHITECTURAL; ARCHITECT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWPA AMERICAN WOOD PRESERVERS ASSOCIATION AWS AMERICAN WELDING SOCIETY AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ASTM AMERICAN SOCIETY FOR TESTING MATERIALS &AND @ AT BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BN BOUNDARY NAIL BNDRY BOUNDARY BOT OR B BOTTOM BRC BRACE BRG BEARING BT BENT BTWN BETWEEN CANT CANTILEVER CAM OR C CAMBER CC CENTER TO CENTER CG CENTER OF GRAVITY CIP CAST-IN-PLACE CJ CONSTRUCTION JOINT; CONTROL JOINT CL CENTER LINE CLR CLEARANCE; CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPRESSION CONC CONCRETE CONN CONNECTION; CONNECT CONSTR CONSTRUCTION CONT CONTINUE; CONTINUOUS CONTR CONTRACTOR CJP COMPLETE JOINT PENETRATION WELD CTR CENTER CTSK COUNTERSINK; COUNTERSUNK CU FT CUBIC FOOT d PENNY (NAIL OR BAR DIA) DBL DOUBLE DEPT DEPARTMENT DET DETAIL DF DOUGLAS FIR/LARCH DIA OR ø DIAMETER DIAG DIAGONAL DIAPH DIAPHRAGM DIM DIMENSION DN DOWN DO DITTO (REPEAT) DWG DRAWING DWL DOWEL EA EACH EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMBED EMBEDMENT EN EDGE NAIL ENGR ENGINEER EQ EQUAL OR EQUIVALENT EQUIP EQUIPMENT ES EACH SIDE ETC ET CETERA EW EACH WAY EXIST or (E) EXISTING EXT EXTERIOR FDN FOUNDATION FF FAR FACE FF FINISHED FLOOR FIN FINISH FJ FLOOR JOIST FL FLOOR LINE FLG FLANGE FLR FLOOR FN FIELD NAIL FOC FACE OF CONCRETE FOM FACE OF MASONARY FOS FACE OF STUD FOW FACE OF WALL FP FULL PENETRATION; FIRE PROOFING FRMG FRAMING FS FULL SIZE; FAR SIDE FT FOOT; FEET FTG FOOTING GA GAUGE GALV GALVANIZED GB GRADE BEAM GLB GLUED LAMINATED BEAM GR GRADE GRND GROUND H or HORIZ HORIZONTAL HDR HEADER HGR HANGER HOSP HOSPITAL HP HIGH POINT HS HIGH STRENGTH HSH HT HEIGHT HR HARD ROCK ID INSIDE DIAMETER IF INSIDE FACE I-JST I-JOIST IN INCH INCL INCLUDE INFO INFORMATION INSP INSPECTION INT INTERIOR JST JOIST JT JOINT K KIPS KSI KIPS PER SQUARE INCH LAB LABORATORY LB(S) OR # POUND(S) LF LINEAL FOOT LIN LINEAL; LINEAR LLBB LONG LEGS BACK-TO-BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT LSL LONG SLOTTED HOLES LT WT LIGHTWEIGHT LVL LEVEL MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MISCELLANEOUS CHANNEL SHAPE MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM; MINUTE MISC MISCELLANEOUS (N)NEW N NORTH NF NEAR FACE NIC NOT IN CONTRACT NORM NORMAL NO or # NUMBER NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE ORIG ORIGINAL OSB ORIENTED STRAND BOARD PARA OR // PARALLEL PC PRECAST; PIECE PERP PERPINDICULAR PI PLYWOOD INDEX PL PLATE PROPERTY LINE PLF POUNDS PER LINEAL FOOT PLCS PLACES- PLY PLYWOOD PROP PROPERTY PT POST TENSIONED PW PLATE WASHER PJP PARTIAL JOINT PENETRATION WELD PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT # POUND; NUMBER REF REFERENCE REINF REINFORCE; REINFORCING REQD REQUIRED RF ROOF Ø DIAMETER SCHED SCHEDULE SECT SECTION SEP SEPERATION SHT SHEET SHTG SHEATHING SIM SIMILAR SLBB SHORT LEGS BACK-TO-BACK SOG SLAB ON GRADE SPCG SPACING SPECS SPECIFICATIONS SPCL SPECIAL SQ SQUARE SS SELECT STRUCTURAL SSL SHORT SLOTTED HOLES STAGG STAGGER STD STANDARD STIFF STIFFENERS STIRR STIRRUP STL STEEL STRUCT STRUCTURAL STRUCT I STRUCTURAL I SW SHEAR WALL SYM SYMMETRICAL TB TIE BEAM T & B TOP AND BOTTOM T & G TONGUE & GROOVE TOC TOP OF CURB; TOP OF CONCRETE TOF TOP OF FOOTING TEMP TEMPERATURE; TEMPORARY THRU THROUGH THK THICKNESS/THICK THR THREADED TOP or T TOP TOS TOP OF STEEL/TOP OF SLAB TOW TOP OF WALL TSG TAPERED STEEL GIRDER TYP TYPICAL UBC UNIFORM BUILDING CODE UNO UNLESS NOTED OTHERWISE UT ULTRA-SONIC TEST VERT VERTICAL VSH VERTICAL SLOTTED HOLES W/WITH W/O WITHOUT WD WOOD WP WORK POINT; WATERPROOF WT WEIGHT WWF WELDED WIRE FABRIC STRUCTURAL STEEL SHAPES Wx W SHAPE Cx AMERICAN STD CHANNEL SHAPE MC MISC CHANNEL SHAPE Lx ANGLE SHAPE WT, ST, MT STRUCT TEE SHAPE PIPE STANDARD PIPE SHAPE PIPE-X EXTRA STRONG PIPE SHAPE PIPE-XX DBL EXTRA STRONG PIPE SHAPE HSS STRUCT TUBING SHAPE ABBREVIATIONS HORIZONTALLY SLOTTED HOLES PL SYMBOLS SECTION REFERENCE BUBBLE DETAIL REFERENCE BUBBLE WITH ARROW DETAIL REFERENCE BUBBLE FULL HEIGHT SECTION INDICATOR BUILDING SECTION INDICATOR ELEVATION OF WALL OR FRAME NORTH ARROW SLOPE EARTH LAYER STEPPED SURFACE; FLOOR DEPRESSION SLOPED SURFACE INDICATES SAND OR GROUT INDICATES GRAVEL WELDED WIRE FABRIC (WWF LAYER) STEEL TUBE COLUMN STEEL PIPE COLUMN WIDE FLANGE STEEL COLUMN MEMBER SPLICE STEEL IN CROSS SECTION DIRECTION OF SPAN X SX.X X SX.X X SX.X X SX.X X SX.X X SX.X X SX.X N 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (LATEST EDITION), AND WITH CHAPTER 22 OF THE CODE AND THE FOLLOWING REFERENCES: A. AISC 303 - "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" B. AISC 360 - "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" C. RCSC's - "SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS" 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO): 2. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TO THE ARCHITECT OF ALL STEEL FOR ARCHITECTS AND STRUCTURAL ENGINEERS FOR REVIEW AND APPROVAL BEFORE FABRICATION. 3. BOLT HOLES USED IN STEEL SURFACES THAT ARE ENCASED IN CONCRETE OR MASONRY OR SPRAY ON FIREPROOFING SHALL BE LEFT UNPAINTED. 4. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. PROTECT FIELD WELDS EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH/COLD GALVANIZING. REFER TO ARCHITECTURAL DRAWINGS FOR STEEL FINISH. 5. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT. PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED TO REINFORCED CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, LOCATE ALL REINFORCEMENT AND CONFIRM CONSTRUCTABILITY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH REINFORCEMENT OCCUR, SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED STEEL FABRICATIONS TO ARCHITECT FOR REVIEW AND APPROVAL. STRUCTURAL STEEL W SHAPES AND WT SHAPES A992 OR A913, GR 50 (S75) ASTM SPECIFICATION ANGLES & CHANNELS A36 PLATES & BARS A36 A572, GR 50 (WHERE INDICATED) PIPE SECTIONS A53, GR B HSS SECTIONS A500 GR B A1085 (WHERE INDICATED) CORROSION RESISTANT STEEL (WHERE INDICATED) A588 GR 50 (FOR ROLLED SHAPES) A847 (FOR HSS) COMMON/MACHINE BOLTS A307, GR A SHEAR CONNECTORS A108, GRADES 1015 TROUGH 1020 AWS D1.1, TYPE B K P A U L P A R T N E R S H I P I N C. O R L A N D O • T O R O N T O • V A N C O U V E R (321)559-8308 www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 WW W . A X X Y S C O N S T R U C T I O N . C O M JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: ISSUE DATE: D.O.B. NO: Mechanical/Electrical Consulting Engineers 1750 Commerce Court (651) 748-1100 Fax (651) 748-9370 HALLBERG ENGINEERING White Bear Lake, MN 55110 20 2 3 AS NOTED 2022 PU-22-058 1 US O 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 ENGINEER: ARCHITECT: CLIENT CONTACT: SEAL: STORE PLANNERS: 05.24.22 ISSUED FOR LLD REVIEW 09.07.22 BACK CHECK 1 S1.00 SHEET INDEX, ABB. & GENERAL NOTES SHEET LIST Sheet Number Sheet Name S1.00 SHEET INDEX, ABB. & GENERAL NOTES S2.00 DETAILS AP P R O X 9 ' - 8 " 8 ROWS MIN OF 600T150-54 CONTINUOUS BACKING WITH FLANGES, EXTEND BACKING OUT TO NEXT ADJACENT STUD APPROX LOCATION OF #14 SMS @ 16" OC MAX, TYP MIN (8) SMS PER CHANNEL MIN WALL FRAMING SHALL BE 362S162-33 W/ 1/2" THICK MIN GYP ON BOTH SIDES, MAX UNBRACED HEIGHT = 11'-0", REFER TO ARCH DWGS RECESSED OR SURFACE MOUNTED CHANNEL 550 LB TOTAL WT ADD 3/8" DIA HILTI KB-TZ2 (ICC ESR-4266) W/ 2" MIN EMBED AT 32" OC WHERE FIXTURES OCCUR (E) BRACE, MIN 362S137-33 @ 4'-0" OC W/ (E) (4) #10 MIN SMS EA END, VIF (E) STEEL BEAM (E) ROOF DECK (E) 6" MIN CONC SLAB OR SLAB ON GRADE (F'C = 3000 PSI MIN) 17 ' - 0 " M A X 9"9" (3) 3/8" Ø HILTI KBTZ2 W/ 2" MIN EMBED INTO CONC (E) 6" MIN CONC SOG L BRACKET BY MFR 11 0 . 2 5 " M A X 3B S2.00 L BRACKET PER MFR 22 1/2" TYP. 11' - 9 3/4" SE E A R C H D W G 6" AP P R O X 9 ' - 8 " 8 ROWS (MIN) OF 2" x 4" WOOD BOARDS (DOUGLAS FIR-LARCH, G=0.5 MIN) MECHANICALLY FASTENED TO STUDS PER ARCH DWGS APPROX LOCATION OF 5/16" Ø LAG SCREW INTO BLOCKING W/ MIN 1 1/2" MIN PENETRATION AT 16" OC MAX, TYP MIN (8) LAG SCREWS PER CHANNEL APPROX OUTLINE OF RECESSED OR SURFACE MOUNTED CHANNEL 550 LB TOTAL WT MIN WALL FRAMING SHALL BE 362S162-33 W/ 1/2" THICK MIN GYP ON BOTH SIDES, MAX UNBRACED HEIGHT = 11'-0", REFER TO ARCH DWGS 1/4" THICK RFID SHIELD, REFER TO ARCH DWGS ADD 3/8" DIA HILTI KB-TZ2 (ICC ESR-4266) W/ 2" MIN EMBED AT 32" OC WHERE FIXTURES OCCUR (E) BRACE, MIN 362S137-33 @ 4'-0" OC W/ (E) (4) #10 MIN SMS EA END, VIF (E) STEEL BEAM (E) ROOF DECK 17 ' - 0 " M A X (E) 6" MIN CONC SLAB OR SLAB ON GRADE (F'C = 3000 PSI MIN) K P A U L P A R T N E R S H I P I N C. O R L A N D O • T O R O N T O • V A N C O U V E R (321)559-8308 www.kpaulpartnership.com 1420 Celebration Blvd. Unit 300 Celebration, Florida 34747 WW W . A X X Y S C O N S T R U C T I O N . C O M JAMES M. HAMILL, A.I.A. 580 DECKER DRIVE, SUITE #170 IRVING, TEXAS 75062 TEL: (962) 714-0420 REVISION: SHEET TITLE: SPACE NO.: PROJECT NO.: SCALE: DRAWN BY: REV. NO: SHEET NO: PRODUCT SEASON: ISSUE DATE: D.O.B. NO: Mechanical/Electrical Consulting Engineers 1750 Commerce Court (651) 748-1100 Fax (651) 748-9370 HALLBERG ENGINEERING White Bear Lake, MN 55110 20 2 3 AS NOTED 2022 PU-22-058 1 US O 1 2 0 - S T A N D A R D S T O R E SA N T A A N I T A 40 0 S O U T H B A L D W I N CR U # B - 1 0 & F - 2 4 AR C A D I A , C A L I F O R N I A 91 0 0 7 ENGINEER: ARCHITECT: CLIENT CONTACT: SEAL: STORE PLANNERS: 05.24.22 ISSUED FOR LLD REVIEW 09.07.22 BACK CHECK 1 S2.00 DETAILS SCALE : 1" = 1'-0"1 TYPICAL WALL MOUNTED RACKING FIXTURE ANCHORAGE - STEEL BACKING SCALE : 1" = 1'-0"3 BACKDROP WALL 3B SECTION 3A PLAN VIEW SCALE : 1" = 1'-0"2 TYPICAL WALL MOUNTED RACKING FIXTURE ANCHORAGE - WOOD BACKING Samaritan MOB - San Jose 100% CD Structural Calculations KPFF JOB # 2100233 November 4, 2022 December 16, 2022 2200643 H&M Arcadia Wall Fixture Calculations project location client by date job no. sheet no. 700 South Flower Street, Suite 2100Los Angeles, CA 90017(213) 418-0201 Wall Fixture Anchorage GP kpff Consulting Engineers project H&M Arcadia by GP sheet no. 700 S. Flower St., Suite. 2100 location date 12/16/2022 Los Angeles, CA 90017 client job no. (213) 418-0201 EQUIPMENT ANCHORAGE Equipment Description = Wall = Standing on floor? (Y/N) W = weight of equipment =276 lb H= height between supports =15.44 in B = breadth between supports =37 in D= depth of equipment =19.5 in d = distance of C.G. to wall =9.75 in h = height of C.G. to bot. Anchor =9.0 in n_r = # of anchor points per row =2 n_c = # of anchor points per column =2 Seismic Accelerations Ip = Imp. Factor =1 ap = amplification factor =1 Rp = response factor =2.5 z=26.67 ft SDS = spectral acceleration =1.619 h =34 ft Fh =ASCE 7-16 Eqn 13.3-1 = 129 lb = 0.47 Wp (0.7 factor for ASD included) Fv = 0.2SDSIpWp = 63 lb = 0.23 Wp (0.7 factor for ASD included) Under "W" Tw = W*d/H/n_r = 87 lb Vw = W/(n_r*n_c) = 69 lb At Each Anchor Point: Under "FV"Tmax = 149 lb TFv = Fv*d/H/n_r = 20 lb Vmax = 93 lb VFv = Fv/(n_r*n_c) = 16 lb Under "Fh" I WALL # of Anchors @ each Point =1 TFh I = Fh*Max[h or (H-h)]/H/n_r =37 lb VFh I = 0 = 0 lb At Each Anchor: Under "Fh" ll WALL Tmax =149 lb Tfh II = Fh*d/B/n_c = 17 lb Vmax = 93 lb Vfh II = Fh/(n_r*n_c)+Fh*abs(H/2-h)/H/n_r = 37 lb Load Combination D+0.7E=W+Fv+Fh+0.3*Fh,ORTHOGONAL Metal Stud Racking Fixture Arcadia 2200643 B H h Wp FV Fh d T V Wall FRONT ELEV SIDE ELEV T V 1 kpff Consulting Engineers project H&M Arcadia by GP sheet no.sheet no 700 S. Flower St., Suite. 2100 location date 12/16/2022 Los Angeles, CA 90017 client job no. (213) 418-0201 Lag Screw Check per NDS 12.4.1 Diameter 1/4" W 225 lbs Lag Embed 1.5 in P 1 in Assume penetration = 2/3 embed Cd 1.6 W*P*Cd 360.0 lbs p/8D = 0.6 Z' 124.8 lbs 130*1.6*0.6 Lag Screw Unit Tension (lbs) Shear (lbs) alpha Z' (lbs) W'*P*Cd (lbs) P (in) Wall Rack 149 93 58.0 124.8 360.0 1 Z'alpha (lbs) Unit Resultant (lbs) Lag Screw DCR Wall Rack 176 235.5 0.75 SMS Check Table 2 - Non-Prying Condition Size Shear (lbs) Tension (lbs) #14 - 16GA 226 261 Shear (lbs) Tension (lbs) 93 149 V/Vmax + T/Tmax 0.98 OK Arcadia 2200643 Capacity Demand Sloped/Partial Loads W(Y2) lb/ftY2Case Y1 W(Y1) lb/ft 1 0.50 9.6715.5 15.5 Section : 362S162-33 (33 ksi) Single C Stud Maxo =440.9 Ft-Lb 1023.6 lbVa =I =0.55 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Span Mmax Ft-Lb Mmax/ Maxo Mpos Ft-Lb Bracing (in) Ma(Brc) Ft-Lb Mpos/ Ma(Brc) Deflection (in)Ratio Span 309.4 0.702 309.4 48.0 432.3 0.716 0.289 L/457 Span Distortional Buckling Check K-phi lb-in/in Lm Brac in Ma-d Ft-Lb Mmax/ Ma-d Span 0.00 132.0 452.4 0.684 Reaction or Pt Load Load P(lb) Bearing (in) Pa (lb) Pn (lb) Mmax (Ft-Lb) Intr. Value Stiffeners Required? Combined Bending and Web Crippling R2 96.0 --Shear Connection w/ clip-- NO www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:Stud Calc Model:Wall Stud –1 2012 NASPEC [AISI S100-2012]Code: Page 1 of 2 Date: 12/14/2022 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ WALL SELF WT: ASSUME 7.5 PSF WALL F_P = 7.5 PSF X 0.78 = 5.85 PSF MIN = 5 PSF 5.85 PSF X 16" OC/12 = 7.8 PLF * 0.7 = 5.5 PLF ASD FIXTURE SELF WT: 550 LB FIXTURE, APPROX 9'-8" HEIGHT 550 LB is max capacity of fixture Assume that backing is continuous and therefore engages at least 2 studs So 550/2 = 275 LB F_P = 275 LB X 0.78 = 215 LB 0.7 X 215 LB = 150.15 LB (FOR ASD) 150.15 LB / 9.67' = 15.5 PLF R1 106.7 --Shear Connection w/ clip-- NO Reaction or Pt Load Vmax (lb) Mmax (Ft-Lb) Va Factor V/Va M/Ma V + M Intr. Combined Bending and Shear R1 106.7 0.0 0.20 0.00 0.200.51 R2 96.0 0.8 0.18 0.00 0.180.51 Span Location, X (ft) M(X) (Ft-Lb) V(X) (lb)Intr. Location, X (ft) M(X) (Ft-Lb) V(X) (lb) Within Span (unstiffened) Intr. Unpunched Punched 5.45 309.4 0.0 0.70 5.45 309.4 0.0 0.70Span Combined Bending and Axial Load Details Span Axial Ld (lb)KyLy KtLt Max KL/r K-phi (lb-in/in) Lm Bracing (in) Allow load(lb) P/Pa Intr. Value Bracing(in) Span 374.0(c)Sheathed 91 0.0 132.0 2238.3(c)Sheathed 0.17 0.80 Sheathing braced design based on 1/2 inch Gypsum Sheathing, No.6 Screws See AISI S211-07 for Sheathing Braced design limitations. Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Connector Interaction Anchor Interaction Simpson Strong-Tie Connectors 8.61 %R2 95.96 0 18.45 %SCB43.5(2) & (2) #12-24 SST X or XL to A36 Steel 48.45 %R1 106.68 374 40.81 %362T125-33 (33) & (1) .157" SST PDPA/PDPAT-62KP to steel (3/16" to 1/2" thickness) Span/CantiLever Bracing Length (in.) Design Number of Braces Pn(lb.) SUBH (Min)¹ SUBH (Max)¹ MSUBH (Min)¹ 6LPSVRQ6WURQJ7LH:DOO6WXG%ULGJLQJ&RQQHFWRUV MSUBH (Max)¹ LSUBH (Min)¹ LSUBH (Max)¹ 'HVLJQ0HWKRG $,6,6 Span Varies N/A N/A N/A N/AN/A N/AN/A N/A 1) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box, or built-up sections. 3) Reference Notes: 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. for latest load data, important information, and general notes www.strongtie.com www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:Stud Calc Model:Wall Stud –1 2012 NASPEC [AISI S100-2012]Code: Page 2 of 2 Date: 12/14/2022 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ project location client by date job no. sheet no. 700 South Flower Street, Suite 2100Los Angeles, CA 90017(213) 418-0201 Backdrop Wall Anchorage GP kpff Consulting Engineers project H&M Arcadia by GP sheet no.sheet no 700 S. Flower St., Suite. 2100 location date 12/15/2022 Los Angeles, CA 90017 client job no. (213) 418-0201 Backdrop Calc Fp 0.78 Wp Assume Anchor Spacing L brackets spacing 22.5 in OC 0.75 ft Wall Wt.10 psf Anchoring to Concrete Lateral Force 7.8 psf Ω 2 14.6 plf Wall Height 110.2 in Max Moment 154.3 lb-ft T/C w/ Ω 411.4 lbs GOVERNS LL lateral force 5 psf 9.375 psf Wall Height 110.2 in Max Moment 98.9 lb-ft T/C w/ Ω 263.7 lbs Orange County 2200643 www.hilti.com Hilti PROFIS Engineering 3.0.81 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | H&M_2 Page: Specifier: E-Mail: Date: 1 12/15/2022 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (2) hnom2 Item number: 2210236 KB-TZ2 3/8x3 Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in. Material: Carbon Steel Evaluation Service Report: ESR-4266 Issued I Valid: 12/17/2021 | 12/1/2023 Proof: Design Method ACI 318-14 / Mech Stand-off installation: Profile: Base material: cracked concrete, 4000, fc' = 4,000 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 (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [lb, in.lb] www.hilti.com Hilti PROFIS Engineering 3.0.81 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | H&M_2 Page: Specifier: E-Mail: Date: 2 12/15/2022 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 412; Vx = 171; Vy = 0; Mx = 0; My = 0; Mz = 0; yes 23 2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 412 171 171 0 max. concrete compressive strain: - [‰] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status Steel Strength*412 4,869 9 OK Pullout Strength*N/A N/A N/A N/A Concrete Breakout Failure**412 1,831 23 OK * highest loaded anchor **anchor group (anchors in tension) www.hilti.com Hilti PROFIS Engineering 3.0.81 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | H&M_2 Page: Specifier: E-Mail: Date: 3 12/15/2022 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-4266 f Nsa ³ Nua ACI 318-14 Table 17.3.1.1 Variables Ase,N [in.2]futa [psi] 0.05 126,204 Calculations Nsa [lb] 6,493 Results Nsa [lb]f steel f nonductile f Nsa [lb]Nua [lb] 6,493 0.750 1.000 4,869 412 3.2 Concrete Breakout Failure Ncb = (ANc ANc0)y ed,N y c,N y cp,N Nb ACI 318-14 Eq. (17.4.2.1a) f Ncb ³ Nua ACI 318-14 Table 17.3.1.1 ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANc0 = 9 h2 ef ACI 318-14 Eq. (17.4.2.1c) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-14 Eq. (17.4.2.5b) y cp,N = MAX(ca,mincac , 1.5hefcac)£ 1.0 ACI 318-14 Eq. (17.4.2.7b) Nb = kc l a √f' c h1.5 ef ACI 318-14 Eq. (17.4.2.2a) Variables hef [in.]ca,min [in.]y c,N cac [in.]kc l a f' c [psi] 2.000 ∞1.000 4.375 21 1.000 4,000 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 36.00 36.00 1.000 1.000 3,757 Results Ncb [lb]f concrete f seismic f nonductile f Ncb [lb]Nua [lb] 3,757 0.650 0.750 1.000 1,831 412 www.hilti.com Hilti PROFIS Engineering 3.0.81 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | H&M_2 Page: Specifier: E-Mail: Date: 4 12/15/2022 4 Shear load Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status Steel Strength*171 2,201 8 OK Steel failure (with lever arm)*N/A N/A N/A N/A Pryout Strength**171 2,630 7 OK Concrete edge failure in direction **N/A N/A N/A N/A * highest loaded anchor **anchor group (relevant anchors) 4.1 Steel Strength Vsa,eq = ESR value refer to ICC-ES ESR-4266 f Vsteel ³ Vua ACI 318-14 Table 17.3.1.1 Variables Ase,V [in.2]futa [psi]aV,seis 0.05 126,204 1.000 Calculations Vsa,eq [lb] 3,386 Results Vsa,eq [lb]f steel f nonductile f Vsa,eq [lb]Vua [lb] 3,386 0.650 1.000 2,201 171 www.hilti.com Hilti PROFIS Engineering 3.0.81 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: | H&M_2 Page: Specifier: E-Mail: Date: 5 12/15/2022 4.2 Pryout Strength Vcp = kcp [(ANc ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-14 Eq. (17.5.3.1a) f Vcp ³ Vua ACI 318-14 Table 17.3.1.1 ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANc0 = 9 h2 ef ACI 318-14 Eq. (17.4.2.1c) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-14 Eq. (17.4.2.5b) y cp,N = MAX(ca,mincac , 1.5hefcac)£ 1.0 ACI 318-14 Eq. (17.4.2.7b) Nb = kc l a √f' c h1.5 ef ACI 318-14 Eq. (17.4.2.2a) Variables kcp hef [in.]ca,min [in.]y c,N 1 2.000 ∞1.000 cac [in.]kc l a f' c [psi] 4.375 21 1.000 4,000 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 36.00 36.00 1.000 1.000 3,757 Results Vcp [lb]f concrete f seismic f nonductile f Vcp [lb]Vua [lb] 3,757 0.700 1.000 1.000 2,630 171 5 Combined tension and shear loads bN bV z Utilization bN,V [%]Status 0.225 0.078 5/3 10 OK bNV = bz N + bz V <= 1 www.hilti.com Hilti PROFIS Engineering 3.0.81 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: | H&M_2 Page: Specifier: E-Mail: Date: 6 12/15/2022 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). • Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by w0. • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! www.hilti.com Hilti PROFIS Engineering 3.0.81 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: | H&M_2 Page: Specifier: E-Mail: Date: 7 12/15/2022 7 Installation data Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (2) hnom2 Profile: - Item number: 2210236 KB-TZ2 3/8x3 Hole diameter in the fixture: - Maximum installation torque: 361 in.lb Plate thickness (input): - Hole diameter in the base material: 0.375 in. Hole depth in the base material: 2.750 in. Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti KB-TZ2 stud anchor with 2.5 in embedment, 3/8 (2) hnom2, Carbon steel, installation per ESR-4266 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque controlled cordless impact tool • Torque wrench • Hammer Coordinates Anchor in. Anchor x y c-x c+x c-y c+y 1 0.000 0.000 ---- www.hilti.com Hilti PROFIS Engineering 3.0.81 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: | H&M_2 Page: Specifier: E-Mail: Date: 8 12/15/2022 8 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.