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400 S Baldwin Ave - 2024 - Pandora Jewelry Store
SITE VERTICAL BENCHMARK X-0 FINISH FLOOR TRANSITION DETAIL PLAN DRAWING KEYED NOTE WALL TYPE ELEVATION DRAWING DOOR NUMBER ROOM NAME SECTION DRAWING REFERENCE SYMBOL LEGEND 0 ROOM NAME 00 X X OBJECT ELEVATION 0 X0.0 0 X0.0 0 X0.0 ROOM FINISH LEGEND FLOOR BASE WALLS CEILING RESPONSIBILITY SCHEDULE ITEM PROVIDED BY INSTALLED BY LANDLORD TENANT TENANT VENDOR TENANT CONTRACTOR LANDLORD TENANT TENANT VENDOR TENANT CONTRACTOR EXISTING TO REMAIN NOT APPLICABLE NOTES GENERAL BUILDING SHELL ELECTRICAL RECEPTACLES/WIRING/CONDUIT/CONTROLS TEMPORARY UTILITIES TEMPORARY BARRICADE DEMOLITION GRAPHICS FOR BARRICADE TENANT DEMISING WALLS MALL BULKHEAD OR EXTERIOR SIGN FASCIA MALL NEUTRAL PIERS STOREFRONT GLAZING/FRAMING EXTERIOR AWNING/CANOPIES STOREFRONT SIGNAGE STOREFRONT TILE COILING GRILLE/SUPPORT POSTS/HARDWARE STOREFRONT DOORS/FRAMES/HARDWARE REAR DOOR/FRAME/HARDWARE INTERIOR CONSTRUCTION & FINISHES MALL FLOORING/EXTERIOR PAVING SALES AREA/VESTIBULE FLOORING STOCK ROOM FLOORING TOILET ROOM FLOORING STOCK ROOM/OFFICE DOOR/FRAME/HARDWARE TOILET ROOM DOOR/FRAME/HARDWARE STOCK ROOM/VESTIBULE/OFFICE WALLS TOILET ROOM WALLS SALES AREA CEILING/SOFFITS STOCK ROOM/OFFICE CEILING TOILET ROOM CEILING SALES AREA/VESTIBULE BASE STOCK ROOM/OFFICE BASE TOILET ROOM BASE PAINT WALLPAPER WALK-OFF MAT FIXTURES, FURNITURE & EQUIPMENT SALES AREA FIXTURES/FURNITURE/CASHWRAP STOCK SHELVING MANAGER'S DESK, SHELVING, STANDARDS TOILET ROOM ACCESSORIES FIRE EXTINGUISHERS INTERIOR SIGNAGE/GRAPHICS BANNER RODS MICROWAVE/REFRIGERATOR TELEVISION MECHANICAL PLUMBING FIXTURES WATER HEATER PLUMBING PIPING/VALVES/HARDWARE SPRINKLER HEADS/PIPE DROPS SPRINKLER MAIN/BRANCH PIPING HVAC DIFFUSERS/GRILLES/EXHAUST FANS HVAC DUCTWORK/CONTROLS HVAC UNITS ELECTRICAL SALES AREA/VESTIBULE LIGHT FIXTURES STOCK ROOM/OFFICE LIGHT FIXTURES TOILET ROOM LIGHT FIXTURES ELECTRICAL CONNECTIONS TO DISPLAY FIXTURES ELECTRICAL PANELS/TRANSFORMERS/DISCONNECTS ELECTRIC SERVICE/METER AV SYSTEM/COMPONENTS POS SYSTEM FIRE ALARM DEVICES/WIRING TELEPHONE/DATA WIRING & RECEPTACLES TRAFFIC COUNTER SYSTEM CONTACT: TRIANGLE CONTACT: AVA CONTACT: IDX SEE HVAC DRAWINGS SEE HVAC DRAWINGS SEE SPRINKLER DRAWINGS (BY OTHERS) CONTACT: CITY LIGHTING CONTACT: SHOPPER TRACK; ROUGH-IN BY TENANT CONTRACTOR CONTACT: PANDORA - TJ TAURISANO (tjtaurisano@pandora.net) ROUGH-IN BY TENANT CONTRACTOR; CONTACT: MOOD MEDIA CONTACT: TRIANGLE; BOSTON BARRICADES; BRAND VM CONTACT: BOSTON BARRICADE BULLETIN BOARDS/DRY ERASE BOARDS/LOCKERS EXTERIOR SECURITY FILM STOCK ROOM DOOR LOCK SAFE SECURITY ALARM AND CAMERA SYSTEM REAR EXIT DOOR ALARM CONTACT: BOSTON BARRICADE SEE PLAN CONTACT: WILSON SAFE CONTACT: SECURITAS ELECTRONIC SECURITY LOOSE STOCK ROOM EQUIPMENT/FURNITURE CONTRACTOR TO COORDINATE WITH COMWORKS NEW ERA CONTACT: CITY LIGHTING CONTACT: CITY LIGHTING; SEE PLAN STOREFRONT TRIM/CHANNELS CONTACT: MIRAGE VESTIBULE CEILING/SOFFITS CONTACT: MOOD MEDIA SEE PLAN TILE BASE AT DISPLAY FIXTURES SEE PLAN CONTACT: IDX TRAVEL DISTANCE FROM MOST REMOTE POINT = 22' TRAVEL DISTANCE FROM MOST REMOTE POINT = 50' MINIMUM REQUIRED MANEUVERING CLEARANCE AT DOOR (TYP.) NOTE: SEE ENLARGED RESTROOM PLAN FOR ADDITIONAL ACCESSIBILITY INFORMATION MINIMUM REQUIRED CLEAR FLOOR AREA AT ACCESSIBLE CUSTOMER SERVICE COUNTER PANDORA PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 1 01/09/2025 KE/KI PERMIT COMMENTS G1.1 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 TITLE SHEET SANTA ANITA NORTH VICINITY MAP SPACE #B-4/SB4 SCALE: PLAN NORTH 1/8" = 1'-0" EGRESS & ACCESSIBILITY PLAN SHEETNUMBER SHEET NAME ISSUED TOLANDLORD ISSUED FORPERMIT CURRENTREVISION G1.1 TITLE SHEET 11/04/2024 11/18/2024 01/09/2025 D1.1 DEMOLITION PLANS 11/04/2024 11/18/2024 D1.2 DEMOLITION STOREFRONT & BARRICADE ELEVATIONS 11/04/2024 11/18/2024 D1.3 FIELD VERIFICATION PLAN 11/04/2024 11/18/2024 A1.1 FLOOR CONSTRUCTION PLAN 11/04/2024 11/18/2024 01/09/2025 A1.2 FLOOR FIXTURE PLAN 11/04/2024 11/18/2024 A1.3 FLOOR FINISHES PLAN 11/04/2024 11/18/2024 A1.4 REFLECTED CEILING PLAN 11/04/2024 11/18/2024 02/04/2025 A1.5 POWER / DATA PLAN 11/04/2024 11/18/2024 A2.1 STOREFRONT PLAN/ELEVATIONS 11/04/2024 11/18/2024 A2.2 STOREFRONT SECTIONS 11/04/2024 11/18/2024 A3.1 INTERIOR ELEVATIONS 11/04/2024 11/18/2024 A3.2 INTERIOR ELEVATIONS 11/04/2024 11/18/2024 A3.3 INTERIOR ELEVATIONS 11/04/2024 11/18/2024 01/09/2025 A3.4 TOILET ROOM PLAN & ELEVATIONS 11/04/2024 11/18/2024 01/09/2025 A4.1 WALL TYPES AND DETAILS 11/04/2024 11/18/2024 01/09/2025 A4.2 MISCELLANEOUS DETAILS 11/04/2024 11/18/2024 A5.1 FIXTURE DETAILS 11/04/2024 11/18/2024 A5.2 FIXTURE DETAILS 11/04/2024 11/18/2024 A5.3 FIXTURE DETAILS 11/04/2024 11/18/2024 A6.1 SPECIFICATIONS 11/04/2024 11/18/2024 A6.2 SPECIFICATIONS 11/04/2024 11/18/2024 M101 FLOOR PLAN 11/04/2024 11/18/2024 M201 SCHEDULES 11/04/2024 11/18/2024 M301 MECHANICAL DETAILS 11/04/2024 11/18/2024 M401 MECHANICAL SPECIFICATIONS 11/04/2024 11/18/2024 M501 ENERGY COMPLIANCE 11/04/2024 11/18/2024 E101 LIGHTING FLOOR PLAN 11/04/2024 11/18/2024 E201 POWER FLOOR PLAN 11/04/2024 11/18/2024 E301 SINGLE LINE DIAGRAM 11/04/2024 11/18/2024 E401 SPECIFICATIONS 11/04/2024 11/18/2024 E501 ENERGY COMPLIANCE 11/04/2024 11/18/2024 P101 FLOOR PLAN 11/04/2024 11/18/2024 P201 SPECIFICATIONS 11/04/2024 11/18/2024 DRAWING INDEX STORE #632 NORTH STORE LOCATION PLAN CODE DATA LEASE AREA:1411 SF APPLICABLE CODES: BUILDING CODE: CALIFORNIA BUILDING CODE 2022 (IBC 2021 AMENDED) PLUMBING CODE: CALIFORNIA PLUMBING CODE 2022 (UPC 2021 AMENDED) MECHANICAL CODE: CALIFORNIA MECHANICAL CODE 2022 (UMC 2021 AMENDED) ELECTRICAL CODE: CALIFORNIA ELECTRICAL CODE 2022 (NEC 2020 AMENDED) FIRE/LIFE SAFETY: CALIFORNIA FIRE CODE 2022 (IFC 2021 AMENDED) ACCESSIBILITY: CALIFORNIA BUILDING CODE 2022 ENERGY CONSERVATION: CALIFORNIA ENERGY CODE 2022 CODE STATISTICS: OCCUPANCY CLASSIFICATION: GROUP M (MERCANTILE) CONSTRUCTION CLASSIFICATION: IIB INTERIOR FINISHES EXIT ACCESS CORRIDORS: CLASS C OTHER SPACES: CLASS C FIRE PROTECTION SYSTEM AUTOMATIC SPRINKLER SYSTEM: REQUIRED FIRE ALARM DEVICES: NOT REQUIRED MEANS OF EGRESS SALES FLOOR AREA: 892 SF ÷ 60 = 15 STOCK ROOM: 213 SF ÷ 300 = 1 OFFICE: 106 SF ÷ 100 = 1 OCCUPANT LOAD: 17 NUMBER OF EXITS REQUIRED: 1 MAX. TRAVEL DISTANCE PERMITTED: 250' MAX. COMMON PATH OF TRAVEL PERMITTED: 75' PLUMBING FACILITIES PLUMBING FIXTURES REQUIRED WATER CLOSETS: 1 LAVATORIES: 1 URINALS: 0 DRINKING FOUNTAINS: 0 (< 31 OCCUPANTS) UTILITY SINKS: 1 (MET BY CENTRAL MALL FACILITY WITHIN 300') PROJECT DIRECTORY PANDORA 250 W. PRATT STREET BALTIMORE, MD 21201 CONTACT: DAVE FALVEY PHONE: 410-309-0200 ARCHITECT ARCHITECTURAL GROUP INTERNATIONAL 15 WEST SEVENTH STREET COVINGTON, KY 41011 CONTACT: QUIN WICHMANN PHONE: 859-261-5400 M/E/P ENGINEER MARQUE ENGINEERING 1726 YOUNG STREET CINCINNATI, OH 45202 CONTACT: JOHN GRAVES PHONE: 513-901-0042 DOOR PULL VENDOR MAGNA SIGN CONTACT: CATHY DONALDSON 224 INDUSTRIAL DRIVE LEXINGTON, SC. 29072 EMAIL: cdonaldson@magnasign.com PHONE: 954-649-7077 SIGN VENDOR TRIANGLE SIGN CONTACT: STEVE WILEY 11 AZAR CT BALTIMORE, MD 21227 EMAIL: steve.wiley@trianglesign.com PHONE: 443-895-6715 FURNITURE/FIXTURE VENDOR IDX CONTACT: BARB BIERLY 1601 INDUSTRIAL PARKWAY, SUITE 101 PUYALLUP, WA. 98371 EMAIL: barb.bierly@idxcorporation.com PHONE: 937-401-3626 LIGHTING VENDOR CITY LIGHTING PRODUCTS CONTACT: KYLE SCHUCHARDT 4307 W PAPIN ST. ST. LOUIS, MO 63110 EMAIL: kschuchardt@citylighting.com PHONE: 314-300-2319 TRAFFIC COUNTER VENDOR SHOPPER TRAK CONTACT: DIONTE SHEARS EMAIL: Dionte.shears@shoppertrak.com PHONE: 312-529-5333 STOREFRONT TILE VENDOR MIRAGE CONTACT: JERRY BATHROP EMAIL: j.bathrop@mirage.it PHONE: 615-834-3888 TELEPHONE/DATA VENDOR NEW ERA TECHNOLOGY CONTACT: SUSAN EDMAN EMAIL: Susan.Edman@neweratech.com PHONE: 763-795-7119 AUDIO/VIDEO VENDOR MOOD MEDIA MEREDITH STEELE PHONE: 803-804-4887 EMAIL:meredith.steele@moodmedia.com pandorajewelry@moodmedia.com BARRICADE VENDOR BOSTON RETAIL SERVICES CONTACT: ROBIN DICKSON EMAIL: rdickson@bostonbarricade.com PHONE: 772-257-7156 SECURITY VENDOR SECURITAS ELECTRONIC SECURITY CONTACT: ANDREW OXFELD EMAIL: andrew.oxfeld@securitases.com PHONE: 203-395-5257 WAREHOUSE VENDOR FINAL MILE WAREHOUSE FRY-WAGNER SYSTEMS, INC CONTACT: JON ROBERTSON 3700 RIDER TRAIL SOUTH EARTH CITY, MO 63045 PHONE: 314-852-6160 SAFE VENDOR COLEEN MURR WILSON SAFE PHONE: 215-495-0775 EMAIL: coleenm@wilsonsafe.com ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALUM ALUMINUM BD BOARD BLDG BUILDING CJ CONTROL JOINT CLG CEILING COL COLUMN CONC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE C/L CENTERLINE DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN EA EACH ELEC ELECTRICAL EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FE FIRE EXTINGUISHER GALV GALVANIZED GYP GYPSUM HC HANDICAPPED/HOLLOW CORE HDW HARDWARE HM HOLLOW METAL HVAC HEAT, VENTILATION, & AIR CONDITIONING INFO INFORMATION INSUL INSULATION INT INTERIOR LAV LAVATORY MAS MASONRY MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MTL METAL N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OPNG OPENING OPP OPPOSITE PLBG PLUMBING PLYWD PLYWOOD PREFAB PREFABRICATED PT PAINT QT QUARRY TILE R RADIUS/RISER REF REFERENCE REINF REINFORCE / REINFORCING REQ REQUIRED RO ROUGH OPENING SC SOLID CORE SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL/SOLID SURFACE STL STEEL SUSP SUSPENDED T TREAD TELE TELEPHONE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VB VINLY BASE VCT VINYL COMPOSITION TILE VERT VERTICAL WC WATER CLOSET/WALL COVERING WD WOOD W/WITH SCOPE OF WORK INTERIOR REMODEL OF EXISTING TENANT SPACE FOR USE BY JEWELRY STORE (MERCANTILE - NO CHANGE IN USE), INCLUDING NEW WALLS, DOORS, CEILINGS, LIGHTING, FINISHES, DISPLAY FIXTURES, PLUMBING FIXTURES AND ASSOCIATED MODIFICATIONS TO EXISTING ELECTRICAL, MECHANICAL, FIRE SPRINKLER, AND FIRE ALARM SYSTEMS. FLOOR AREA OF PROPOSED WORK = 1411 SF. DEFERRED SUBMITTALS •SIGNS (SEPARATE PERMIT) •FIRE SPRINKLER SYSTEM MODIFICATIONS •FIRE ALARM SYSTEM MODIFICATIONS 01/09/2025 01/09/2025 01/09/2025 01/09/2025 D1.2 1 D1.2 2 1 1 2 2 3 3 4 3 5 5 555 5 5 67 16 8 9 9 11 12 12 1313 13 13 14 10 10 36 37 38 13 35 35 21'-7 3/4" +/-9'-1 3/4" +/-26'-11 1/2" +/- 23'-10" +/- 6'-11 1/2" +/- 15'-6 1/2" +/- 25 6 15 15 17 18 18 18 19 19 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 23 23 23 23 23 23 23 23 24 23 23 22 22 28 29 28 30 30 30 32 34 10 10 18 20 PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 D1.1 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 DEMOLITION PLANS SCALE: PLAN NORTH 1/4" = 1'-0" DEMOLITION FLOOR PLAN SCALE: PLAN NORTH 1/4" = 1'-0" DEMOLITION CEILING PLAN GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONSTRUCTION INDICATED BY SOLID LINES IS TO REMAIN; CONSTRUCTION INDICATED BY DASHED LINES IS TO BE REMOVED. ALL EXISTING WALL FINISHES ARE TO BE REMOVED, AND SURFACES ARE TO BE PREPARED FOR NEW FINISH, EXCEPT AS INDICATED OTHERWISE. ALL EXISTING FLOOR FINISHES ARE TO BE REMOVED, AND SURFACES ARE TO BE PREPARED FOR NEW FINISH, EXCEPT AS INDICATED OTHERWISE. EXISTING SPRINKLER SYSTEM IS TO BE MODIFIED AS REQUIRED AND AS DESIGNED BY LICENSED SPRINKLER DESIGNER/CONTRACTOR. TENANT CONTRACTOR IS TO VISIT SITE PRIOR TO SUBMISSION OF BID TO IDENTIFY SCOPE OF MISCELLANEOUS DEMOLITION. ALL EXISTING ABANDONED CONSTRUCTION, INCLUDING HVAC EQUIPMENT AND DUCTWORK, PLUMBING PIPING, AND ELECTRICAL EQUIPMENT AND WIRING, IS TO BE REMOVED. SEE M/E/P/ DRAWINGS FOR ADDITIONAL INFORMATION. ALL EXISTING WALL BASE IS TO BE REMOVED, AND SURFACES ARE TO BE PREPARED FOR NEW BASE, EXCEPT AS INDICATED OTHERWISE. ALL EXISTING FINISHES INDICATED TO REMAIN ARE TO BE REPAIRED AS NECESSARY AND THOROUGHLY CLEANED. ALL EXISTING LIGHT FIXTURES THAT ARE TO REMAIN ARE TO BE RE-LAMPED WITH LED LAMPS AND BROUGHT TO "LIKE-NEW" CONDITION. ALL EXISTING FIXTURES AND ACCESSORIES THAT ARE TO REMAIN ARE TO BE BROUGHT TO "LIKE-NEW CONDITION. KEYED NOTES EXISTING DOOR AND FRAME TO BE REMOVED EXISTING DOOR AND FRAME TO REMAIN EXISTING PLUMBING FIXTURE TO BE REMOVED EXISTING PLUMBING FIXTURE TO REMAIN EXISTING FIXTURE/FURNITURE TO BE REMOVED EXISTING ELECTRICAL GEAR TO TO BE REMOVED EXISTING ELECTRICAL GEAR TO REMAIN EXISTING TOILET ROOM ACCESSORIES TO BE REMOVED EXISTING STOREFRONT GLAZING/FRAMING TO REMAIN EXISTING SOLID SURFACE CLADDING AND SUBSTRATE TO BE REMOVED (STUDS TO REMAIN) EXISTING STOREFRONT DOORS TO REMAIN EXISTING ADJACENT TENANT CLADDING/FINISH TO REMAIN EXISTING TENANT DEMISING WALL TO REMAIN (MAINTAIN INTEGRITY OF FIRE RATING) EXISTING FIRE EXTINGUISHER TO BE REMOVED EXISTING SUSPENDED ACOUSTICAL PANEL CEILING TO BE REMOVED EXISTING TOILET ROOM ACCESSORIES TO REMAIN EXISTING GYPSUM DRYWALL CEILING TO BE REMOVED EXISTING GYPSUM DRYWALL CEILING/SOFFIT TO REMAIN EXISTING GYPSUM DRYWALL SOFFIT/BULKHEAD TO BE REMOVED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REMOVED EXISITNG LIGHT TRACK TO BE REMOVED EXISTING HVAC DIFFUSER/GRILLE TO BE REMOVED EXISTING EXHAUST FAN/LIGHT T REMAIN EXISTING TRANSFORMER TO BE RELOCATED NOT USED NOT USED EXISTING EXIT SIGN TO BE REMOVED EXISTING EXIT SIGN TO REMAIN EXISTING EMERGENCY LIGHT TO BE REMOVED NOT USED EXISTING ACCESS PANEL TO BE REMOVED NOT USED EXISTING EXTERIOR SIGN TO BE REMOVED EXISTING WOOD RACEWAY TO BE REMOVED EXISTING MALL FLOORING TO REMAIN EXISTING FLOORING TO REMAIN TEMPORARY BARRICADE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 SEE STOREFRONT ELEVATION 6'-0" 7'-0" V.I.F. SEE DEMOLITION PLAN TARP TO BE SECURED AND HUNG ON INSIDE OF GYPSUM BOARD- NOT TO BE VISIBLE FROM MALL 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS 8'-0" HEIGHT 1X3 MDF CORNERS TO BE PAINTED 'BENJAMIN MOORE STANDARD COLOR MOORE STYLE - ULTRA LATEX EGGSHELL' (TYP) 1X3 MDF BASE PAINTED 'BENJAMIN MOORE STANDARD COLOR MOORE STYLE - ULTRA LATEX EGGSHELL' DRYWALL TO BE INSTALLED, TWO COATS OF 'BENJAMIN MOORE STANDARD COLOR MOORE STYLE - ULTRA LATEX EGGSHELL', AND A MINIMUM OF 72 HOUR DRY TIME PRIOR TO GRAPHICS INSTALLATION PANDORA GRAPHICS TO COVER ALL SIDES OF THE BARRICADE (GRAPHICS PROVIDED BY BOSTON RETAIL SOLUTIONS) ONE OR TWO 3'-0" X 7'-0" MASONITE DOOR WITH METAL FRAME AND LOCKSET. DOOR TO SWING INTO RETAIL AREA. FRAME TO BE PAINTED 'BENJAMIN MOORE STANDARD COLOR MOORE STYLE - ULTRA LATEX EGGSHELL' NOTE: BARRICADE MATERIALS AND DETAILS ARE AS DETERMINED BY BARRICADE VENDOR DRYWALL TO BE INSTALLED, TWO COATS OF 'BENJAMIN MOORE STANDARD COLOR MOORE STYLE - ULTRA LATEX EGGSHELL', AND A MINIMUM OF 72 HOUR DRY TIME PRIOR TO GRAPHICS INSTALLATION PANDORA GRAPHICS TO COVER ALL SIDES OF THE BARRICADE (GRAPHICS PROVIDED BY BOSTON RETAIL SOLUTIONS) PLAN SEE DEMOLITION TARP TO BE SECURED AND HUNG ON INSIDE OF GYPSUM BOARD- NOT TO BE VISIBLE FROM MALL 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS 8'-0" HEIGHT 1X3 MDF CORNERS TO BE PAINTED 'BENJAMIN MOORE STANDARD COLOR MOORE STYLE - ULTRA LATEX EGGSHELL' (TYP) 1X3 MDF BASE PAINTED 'BENJAMIN MOORE STANDARD COLOR MOORE STYLE - ULTRA LATEX EGGSHELL' 1 1 23 3 4 4 5 6 7 TYP 11'-0" +/- 2'-11" +/- 2'-8" +/-17'-6" +/-2'-6 1/4" +/- 4 5 13'-11" +/- 3'-11 1/4" +/- PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 D1.2 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 DEMOLITION STOREFRONT & BARRICADE ELEVATIONSSCALE:1/4" = 1'-0" BARRICADE ELEVATION3 SCALE:1/4" = 1'-0" BARRICADE ELEVATION4 GENERAL NOTES 1. 2. 3. CONSTRUCTION INDICATED BY SOLID LINES IS TO REMAIN; CONSTRUCTION INDICATED BY DASHED LINES IS TO BE REMOVED. TENANT CONTRACTOR IS TO VISIT SITE PRIOR TO SUBMISSION OF BID TO IDENTIFY SCOPE OF MISCELLANEOUS DEMOLITION. ALL EXISTING FINISHES INDICATED TO REMAIN ARE TO BE REPAIRED AS NECESSARY AND THOROUGHLY CLEANED. KEYED NOTES EXISTING STOREFRONT GLAZING/FRAMING TO REMAIN EXISTING STOREFRONT DOORS TO REMAIN EXISTING MALL NEUTRAL PIER /WALL TO REMAIN EXISTING SOLID SURFACE CLADDING AND SUBSTRATE TO BE REMOVED (STUDS TO REMAIN) EXISTING SIGN TO BE REMOVED EXISTING DOOR HANDLES TO REMAIN EXISTING GLASS CLIP TO REMAIN 1 2 3 4 5 6 7 SCALE:3/8" = 1'-0" ELEVATION DEMOLITION1SCALE:3/8" = 1'-0" ELEVATION DEMOLITION2 VERIFY HEIGHT & LOCATION OF ANY BUILDING OR MALL SYSTEM IN NEW TENANT SPACE, INCLUDING OBSTRUCTIONS AND ANY CONTROL OR ACCESS REQUIREMENTS SHOW LOCATIONS AND BOTTOM OF ANY OBSTRUCTIONS BELOW 14'-0" AFF. PROVIDE EXISTING DUCT LAYOUT, INCLUDING DUCT SIZES. EXISTING TENANT SEPARATION WALL SIZE OF STUD _________ HOW MANY LAYERS OF GYP. BD. ____ HEIGHT OF WALL _________ FLOOR ELEVATION B/ DECK HEIGHT UTILITY COMPANY AND METER NUMBER SERVING SPACE: ________________________________ EXISTING TENANT SEPARATION WALL SIZE OF STUD _________ HOW MANY LAYERS OF GYP. BD. ____ HEIGHT OF WALL _________ EXISTING TENANT SEPARATION WALL SIZE OF STUD _________ HOW MANY LAYERS OF GYP. BD. ____ HEIGHT OF WALL _________ 7'-0 1/4" 7'-0" 16'-5" 51'-5 1/4" 21'-5 1/2"23'-10" 2'-6 3/8" 5'-8 7/8" 6'-0 1/4" 8'-2 7/8" 3'-0 1/8" 3'-10 1/2" 3'-5" PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 D1.3 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FIELD VERIFICATION PLAN SCALE:1/4" = 1'-0" FIELD VERIFICATION PLAN1 GENERAL NOTES 1. 2. 3. 4. 5. ALL DIMENSIONS INDICATED ON PLAN ARE TO BE CONFIRMED AND MARKED ON PLAN. ALL EXISTINGS OVERHEAD ITEMS TO REMAIN WHICH ARE ARE BELOW 14'-0" AFF ARE TO BE IDENTIFIED AND GRAPHICALLY INDICATED ON PLAN. CONDITION OF ALL EXISTING WALLS, SLABS, CEILINGS/SOFFITS, DOORS, GLAZING, FIXTURES, EQUIPMENT, AND FINISHES WHICH ARE TO REMAIN ARE TO BE INSPECTED AND ANY DEFICIENCIES INDICATED ON PLAN. CONDITION AND FUNCTIONALITY OF ALL EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM EQUIPMENT AND FIXTURES REMAINING ARE TO BE INSPECTED AND ANY DEFICIENCIES INDICATED ON PLAN. ANY ITEMS OR OBSTRUCTIONS NOT ON PLAN OR INDICATED TO BE REMOVED ON DEMOLITION PLANS ARE TO BE IDENTIFIED AND INDICATED ON PLAN. 1 2 4 5 5 6 8 8 9 9 9 9 3'-0" 18'-6 1/4" 1'-0 1/2" 1'-10" 4'-6" A A A BB B B B B B B C C C A2.1 1 10 3'-2 5/8" +/- 01 02 03 04 05 10'-7" +/- 1'-0 3/4" 1'-9 1/4" 12'-9 1/2" +/-4'-10" 8'-5 1/4" 1'-2" 7 1/2" 10"3'-10"10" 1'-8"2'-7" +/- 30'-1 3/4" A4.2 3 1'-9 1/4" 2'-7" +/-C 7 74 A4.2 3 8'-8 1/8" 32'-3 1/4" 11 DOOR HARDWARE SCHEDULE SET ITEM QTY MANUFACTURER MODEL NUMBER CLOSER B HINGE HAGER LCN BB1279 4040XP FINISH 626 AL NOTES 4 1/2" x 4 1/2"; FULL MORTISE; FULLY CONCEALED FROM VESTIBULE SIDE HOLD-OPEN ARM; MOUNTED ON STOCKROOM SIDE 4 1 LOCK SET YALE AU-NTB622-NR 6261 KICK PLATE 1 IVES 8400 12" X 34"CLEAR ON VESTIBULE SIDE D HINGE HAGER BB1279 626 4 1/2" X 4 1/2" LATCH SET SCHLAGE ND50PD-ATH 626 3 1 ** NOTE: GENERAL CONTRACTOR IS TO REPLACE ALL LOCK CYLINDER CORES WITH BEST 7-PIN CORES, AND PROVIDE 8 KEYS PLUS A CONTROL KEY ** 40" AFF TO CENTER OF CYLINDER 40" AFF TO CENTER OF CYLINDER E EXIT DEVICE DETEX ECL-600 GREY LATCH SET ALL OTHER HARDWARE AT THIS DOOR IS EXISTING TO REMAIN 1 1 DETEX ECL-620 GREY I II FLUSH DOOR EXISTING DOOR EXISTING HANDLES PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 1 01/09/2025 KE/KI PERMIT COMMENTS A1.1 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FLOOR CONSTRUCTION PLAN SCALE: PLAN NORTH 1/4" = 1'-0" FLOOR CONSTRUCTION PLAN ITEM DOOR SIZE DOOR TYPE DOOR MAT'L FRAME MAT'L JAMB DETAIL HEAD DETAIL HDWARE SET NOTES 01 (2) 36" x 120"I GLASS --------EXISTING DOOR, FRAME AND HARDWARE TO REMAIN 02 36" x 84" x 1 3/4"II WD-SC HM 1/A4.2 2/A4.2 B HINGES TO BE FULLY CONCEALED FROM VESTIBULE SIDE 03 36" x 84" x 1 3/4"II WD-SC HM 1/A4.2 2/A4.2 D 04 36" x 84"------------EXISTING DOOR/FRAME/HARDWARE TO REMAIN 05 42" x 84"----------E EXISTING DOOR/FRAME TO REMAIN DOOR SCHEDULE GENERAL NOTES 1. 2. 3. 4. 5. 6. TENANT CONTRACTOR IS TO VISIT SITE PRIOR TO SUBMISSION OF BID TO IDENTIFY SCOPE OF MISCELLANEOUS DEMOLITION. ALL EXISTING ABANDONED CONSTRUCTION, INCLUDING HVAC EQUIPMENT AND DUCTWORK, PLUMBING PIPING, AND ELECTRICAL EQUIPMENT AND WIRING, IS TO BE REMOVED. SEE M/E/P/ DRAWINGS FOR ADDITIONAL INFORMATION. WALL TYPE NUMBERS REFERENCE WALL TYPE SECTIONS ON A4.1. CONCEALED BLOCKING IS TO BE PROVIDED WITHIN WALL AT ALL WALL-MOUNTED FIXTURES AND EQUIPMENT. ALL WOOD BLOCKING IS TO BE FIRE-RETARDANT-TREATED. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ARE TO BE 34" MINIMUM AND 44" MAXIMUM ABOVE THE FINISH FLOOR, AND OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THEW WRIST. THE FORCE REQUIRED FOR ACTIVATION IS TO BE 5 POUNDS MAXIMUM. DOOR OPENING FORCE IS TO NOT EXCEED 5 POUNDS. KEYED NOTES EXISTING LAVATORY PRESSURE-ASSIST WATER CLOSET; FLOOR SET, TANK TYPE, AMERICAN STANDARD "CADET RIGHT HEIGHT" PRESSURE-ASSISTED 2467.016 (WHITE FINISH) WITH OPEN FRONT WHITE SEAT LESS COVER. 1.6 GPF. MEETS ADA GUIDELINES. UTILITY SINK EXISTING ELECTRICAL GEAR EXISTING STOREFRONT GLAZING/FRAMING EXISTING STOREFRONT DOORS FACE OF WALL TO ALIGN WITH BULKHEAD ABOVE FRT PLYWOOD BLOCKING BETWEEN STUDS FROM FINISH FLOOR TO TOP OF WALL, 36" WIDE CENTERED BEHIND MIRROR (PMR) FACE OF WALL TO BE FLUSH WITH FACE OF EXISTING WALL INFILL WALL TO MATCH EXISTING EXISTING TRANSFORMER 1 2 3 4 5 6 7 8 9 SCALE:1/4" = 1'-0" DOOR TYPES1 10 11 BRC.01MNT.502.PER.R 2.PER.L 2.PER.06.1_12.PER.09.3_12.PER.12.2_1 2.PMR.06 2.PER.R 2.PER.L 2.PER.12.2_1 2.PER.R 2.PER.L 2.ENG.06_12.PER.09.2_1 2.FRE.L 2.FRE.R 2.FRE.04_1 2.FRE.08.1_1 2.FRE.08.1_12.BWP.30 CRO.13.3 2.WIN.06_1 2.WIN.06_1 2.WIN.09_1 GRF.02.1 2.PLI.01_1 2.PLI.03_1 2.PER.R 2.PER.L 2.PER.09.3_12.PER.12.2_1 2.PER.R 2.PER.L 2.PER.09.5_1 2.PER.06.2 2.PER.R 2.PER.L 2.PER.06.22.PER.09.3_1 2.PMR.06 2.ISL.07.2 2.ISL.07.2 2.ISL.07.1_1 2.ISL.07.1_1 2.ISL.06.1_1 2.ISL.06.1_1 2.ISL.09.1_1 2.ISL.09.1_1 2.ISL.09.1_12.ISL.08.3_1 2.ISL.04.2 2.ISL.ADA 2.ISL.L 2.ISL.R 2.ISL.R 2.FLX.09_1 2.PER.R 2.PER.L A3.1 1 A3.1 4 A3.1 2 A3.1 3 A3.1 5 A3.1 6 A3.1 7 A3.1 8 A3.2 1 A3.2 2 A3.2 3 A3.2 4 A3.2 5 A3.2 6 A3.2 7 A3.2 8 A3.4 2 A3.4 3 A3.4 4 A3.4 5 3'-2"1'-6" 5 1/8"5 1/8" 2'-10"1'-8" 10"10" 8 5/8" 4" 8 1/2" 1'-4 1/4" 1'-4 1/4" 8" 6" VMG.01.2 VMG.01.1 VMG.01.1 2'-0"2'-0" 10 1/4"10 1/4" 3'-8"4'-7 3/4" 3'-0" 3'-2 1/2" 3'-0 1/8" 5'-7" 5'-8 1/2" 3'-11" 4'-8 3/4" 2" 6'-5 5/8" 7'-8 1/2" A3.4 1 A2.1 2 A2.1 4 WAF.16 WAF.13 WAF.29 WAF.16 WAF.16 WAF.23 2.NPA.09.3.C 2.NPA.06.3 2.NPA.12.3.A 2.NPA.12.1 2.NPA.09.1.B 2.NPA.06.1 2.NPA.09.3.B 2.NPA.06.3 2.NPA.09.3.C 2.NPA.06.3.B 2.NPA.12.2 2.NPA.09.2.B 1 2 2 6 6 9 15 16 5141110 CAL.06CAL.05 CAL.01CAL.07 CAL.03 CAL.02 3 4 17 87 12 13 6 LGO.14.3 5'-1 3/4" 10 5/8"10 5/8" 2 3/4"2 3/4"2 3/4"2 3/4" 5'-11 7/8" 6" 8" 2 3/4"2 3/4" 2 3/4"2 3/4"2 5/8"2 5/8"2 3/4"2 3/4" SKI.END SKI.06 SKI.07 SKI.09 SKI.07SKI.09SKI.04 SKI.END SKI.08 SKI.END SKI.07 SKI.09 SKI.07 SKI.06 A3.3 2 A3.3 4 A3.3 3 A3.3 1 A3.3 5 A3.3 6 SKI.08 SKI.END SKI.04 SKI.08 SKI.END LGO.25.5 (ABOVE) 857 SF SALES AREA 213 SF STOCKROOM 106 SF OFFICE 40 SF VESTIBULE 48 SF TOILET ROOM 12 5'-3"PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A1.2 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FLOOR FIXTURE PLAN SCALE: PLAN NORTH 1/4" = 1'-0" FLOOR FIXTURE PLAN FIXTURE SCHEDULE ITEM QTY DESCRIPTION DIMENSIONS FURNISHED BY 2.BWP.30 1 PINK BRAND WALL 120.236" x 1.469" x 117.913"IDX 2.ENG.06_1 1 ENGRAVING UNIT WITH A DISPLAY, TABLET HOLDER, AND STORAGE BELOW 25.531" x 27.484" x 37.359"IDX 2.FLX.09_1 1 FLEX WALL UNIT, DISPLAY 37.992" x 23.681" x 58.887"IDX 2.FRE.04_1 1 PINK FREESTANDING FIXTURE - SERVICE STATION 15.748" x 19.724" x 39.370"IDX 2.FRE.08.1_1 2 PINK FREESTANDING FIXTURE - DISPLAY 31.457" x 19.71" x 39.370"IDX 2.FRE.L 1 PINK FREESTANDING FIXTURE, END ELEMENT - LEFT - LEFT 5.906" x 19.724" x 39.370"IDX 2.FRE.R 1 PINK FREESTANDING FIXTURE, END ELEMENT - RIGHT - RIGHT 5.906" x 19.724" x 39.370"IDX 2.ISL.04.2 1 ISLAND UNIT, SERVICE STATION 400 MM 15.748" x 19.685" x 39.37"IDX 2.ISL.06.1_1 2 ISLAND UNIT, DOUBLE TRAY 25.551" x 19.685" x 39.37"IDX 2.ISL.07.1_1 2 ISLAND CORNER UNIT, DISPLAY 27.5" x 27.5" x 39.37"IDX 2.ISL.07.2 2 ISLAND CORNER UNIT, SERVICE STATION 27.528" x 27.528" x 39.408"IDX 2.ISL.08.3_1 1 ISLAND KPM UNIT, DISPLAY 31.5" x 19.685" x 39.37"IDX 2.ISL.09.1_1 3 ISLAND UNIT, TRIPLE TRAY 37.992" x 19.685" x 39.368"IDX 2.ISL.ADA 1 ISLAND ADA TABLE 37.953" x 19.68" x 33.349"IDX 2.ISL.L 1 ISLAND UNIT END ELEMENTS - LEFT 1.378" x 19.685" x 32.49"IDX 2.ISL.R 2 ISLAND UNIT END ELEMENTS - RIGHT 1.378" x 19.685" x 32.49"IDX 2.NPA.06.1 1 NICHE PANEL, GREY EDGES WITH GRAPHIC 25.213" x 0.813" x 42.525"IDX 2.NPA.06.3 2 NICHE PANEL, GREY EDGES WITH GRAPHIC 25" x 0.813" x 42.525"IDX 2.NPA.06.3.B 1 NICHE PANEL, SOLID BEIGE W/ 2 SMALL GLASS CUBES 25.25" x 0.625" x 42.5"IDX 2.NPA.09.1.B 1 NICHE PANEL, SOLID GREY 37.719" x 0.625" x 42.5"IDX 2.NPA.09.2.B 1 NICHE PANEL, SOLID PINK 37.719" x 0.625" x 42.5"IDX 2.NPA.09.3.B 1 NICHE PANEL, SOLID BEIGE 37.719" x 0.625" x 42.5"IDX 2.NPA.09.3.C 2 NICHE PANEL, SOLID BEIGE W/ 3 SMALL GLASS CUBES 37.719" x 0.625" x 42.5"IDX 2.NPA.12.1 1 NICHE PANEL, SOLID GREY W/ 4 SMALL GLASS CUBES & GRAPHIC 50.156" x 0.625" x 42.5"IDX 2.NPA.12.2 1 NICHE PANEL, SOLID PINK W/ 3 SMALL GLASS CUBES, 1 LARGE GLASS CUBE & GRAPHIC 50.156" x 0.625" x 42.5"IDX 2.NPA.12.3.A 1 NICHE PANEL, SOLID BEIGE W/ 4 SMALL GLASS CUBES, 2 SHELVES & GRAPHIC 50.156" x 0.625" x 42.5"IDX 2.PER.06.1_1 1 PERIMETER WALL UNIT, DOUBLE TRAY 25.512" x 27.559" x 37.466"IDX 2.PER.06.2 2 PERIMETER WALL UNIT, SERVICE STATION 25.551" x 23.622" x 37.402"IDX 2.PER.09.2_1 1 PERIMETER WALL UNIT, LOW DISPLAY 37.992" x 23.622" x 43.228"IDX 2.PER.09.3_1 3 PERIMETER WALL UNIT, MEDIUM DISPLAY 37.992" x 23.622" x 59.055"IDX 2.PER.09.5_1 1 PERIMETER WALL UNIT, TRIPLE TRAY 37.953" x 23.622" x 37.402"IDX 2.PER.12.2_1 3 PERIMETER WALL UNIT, LOW DISPLAY 50.433" x 23.622" x 43.367"IDX 2.PER.L 7 PERIMETER WALL END ELEMENT - LEFT 3.976" x 23.681" x 37.402"IDX 2.PER.R 7 PERIMETER WALL END ELEMENT - RIGHT 3.976" x 23.681" x 37.402"IDX 2.PLI.01_1 1 TRY-ON PLINTH 17.438" x 17.438" x 39.579"IDX 2.PLI.03_1 1 TRY-ON PLINTH W/ LOW DISPLAY 21.375" x 21.375" x 41.56"IDX 2.PMR.06 2 PERIMETER WALL MIRROR - MEDIUM 23.622" x 1.938" x 117.717"IDX 2.WIN.06_1 2 WINDOW DISPLAY 23.622" x 15.866" x 61.289"IDX 2.WIN.09_1 1 WINDOW DISPLAY 35.433" x 15.866" x 61.289"IDX BRC.01 1 WALL BRACKET 27.559" x 2" x 17.715"MOOD CAL.01 1 CALL OUT SIGNAGE - CHARMS 30.709" x 0.759" x 12.826"TRIANGLE CAL.02 1 CALL OUT SIGNAGE - COLLECTIONS 31.496" x 0.759" x 12.332"TRIANGLE CAL.03 1 CALL OUT SIGNAGE - ENGRAVING 29.331" x 0.759" x 9.173"TRIANGLE CAL.05 1 CALL OUT SIGNAGE - DISNEY 20.527" x 0.759" x 3.504"TRIANGLE CAL.06 1 CALL OUT SIGNAGE - MARVEL 20.236" x 0.759" x 3.346"TRIANGLE CAL.07 1 CALL OUT SIGNAGE - DIAMONDS 23.189" x 0.759" x 8.425"TRIANGLE CRO.13.3 1 BLACK O CROWN - NON-ILLUMINATED 51.181" x 1.181" x 71.417"TRIANGLE GRF.02.1 1 GRAPHIC FRAME TO BE FITTED IN A BLACK ALUMINUM FRAME 39.375" x 0.787" x 92.906"CITY LIGHTING LGO.14.3 1 BLACK LOGO - PIN MOUNTED 70.866" x 0.472" x 19.291"TRIANGLE LGO.25.5 1 FRONT ILLUMINATED LOGO WITH BLACK SIDES & BACK 99.016" x 1.181" x 20.59"TRIANGLE MNT.50 1 TV MONITOR - 50"45.305" x 24" (L x H)MOOD SKI.04 2 SILVER LOOK SKIRTING FOR ISLAND FIXTURES 15.75" x 19.625" x 6.875"IDX SKI.06 2 SILVER LOOK SKIRTING FOR ISLAND UNITS 25.5" x 19.625" x 6.875"IDX SKI.07 4 CURVED SKIRTING FOR ISLAND CORNER UNITS 24.803" x 24.803" x 6.875"IDX SKI.08 3 SILVER LOOK SKIRTING FOR ISLAND UNITS 31.5" x 19.625" x 6.875"IDX SKI.09 3 SILVER LOOK SKIRTING FOR ISLAND UNITS 38" x 19.625" x 6.875"IDX SKI.END 5 SILVER LOOK SKIRTING FOR ISLAND UNITS 0.75" x 19.625" x 6.875"IDX VMG.01.1 2 VISUAL MERCHANDISING GRID - WHITE 31.496" x 0.125" x 1.125"IDX VMG.01.2 1 VISUAL MERCHANDISING GRID - WHITE 43.307" x 0.125" x 1.125"IDX WAF.13 1 WALL MOUNTED FRAME 53.086" x 1.5" x 45.343"IDX WAF.16 3 WALL MOUNTED FRAME 65.974" x 1.5" x 45.343"IDX WAF.23 1 WALL MOUNTED FRAME 90.896" x 1.5" x 45.343"IDX WAF.29 1 WALL MOUNTED FRAME 116.5" x 1.5" x 45.343"IDX GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. FIXTURE DETAILS AND ASSEMBLY INSTRUCTIONS ARE INDICATED ON VENDOR SHOP DRAWINGS. FIXTURE LOCATIONS ARE AS INDICATED, PROVIDE MINIMUM 3'-0" CLEARANCE BETWEEN ALL SALES FLOOR FIXTURES. ADDITIONAL FIXTURE INFORMATION IS INDICATED ON ELEVATIONS. CONCEALED BLOCKING IS TO BE PROVIDED WITHIN WALL AT ALL WALL-MOUNTED FIXTURES AND EQUIPMENT. SEE ELEVATIONS FOR ADDITIONAL SPECIFIC REQUIREMENTS. TENANT CONTRACTOR IS TO COORDINATE DELIVERY AND STORAGE OF ALL OWNER AND VENDOR SUPPLIED ITEMS. HORIZONTAL WOOD CLEATS ARE TO BE PROVIDED BEHIND WALL PERIMETER DISPLAY FIXTURES PER VENDOR SHOP DRAWINGS. PERIMETER DISPLAY FIXTURES THAT ARE POSITIONED IN FRONT OF A PERIMETER WALL NICHE ARE TO BE CENTERED ON NICHE. ALL EXISTING REMAINING FIXTURES AND ACCESSORIES ARE TO BE BROUGHT TO "LIKE-NEW" CONDITION. KEYED NOTES VIDEO MONITOR -50" CEILING MOUNTED BANNER RODS (BLOCKING AS REQUIRED) SAFE (BOLTED TO FLOOR) IT RACK/CABINET FIRE EXTINGUISHER (2A-10B-C RATED) (5) 12" DEEP ADJUSTABLE PLASTIC LAMINATE SHELVES ON WALL-MOUNTED STEEL STANDARDS @ 24" O.C. MAX (BOTTOM SHELF @ 20" AFF.; TOP SHELF @ 84" AFF; EQUALLY SPACED) MANAGER'S DESK -25" DEEP PLASTIC LAMINATE COUNTERTOP @ 30" AFF. (WALL MOUNTED USING CONTINUOUS CLEAT AND STEEL BRACKETS @ 24" O.C. MAX) (3) 12" DEEP ADJUSTABLE PLASTIC LAMINATE SHELVES ON WALL-MOUNTED STEEL STANDARDS @ 24" O.C. MAX (BOTTOM SHELF @ 48" AFF.; TOP SHELF @ 84" AFF.; EQUALLY SPACED) MINI REFRIGERATOR AND MICROWAVE LADDER -ON WALL HOOK (PROVIDED BY GC) (3) LOCKERS BULLETIN BOARD DRY ERASE BOARD COAT HOOK 25" DEEP PLASTIC LAMINATE COUNTERTOP @ 36" AFF. (WALL MOUNTED USING CONTINUOUS CLEAT AND STEEL BRACKETS @ 24" O.C. MAX) (3) 12" DEEP ADJUSTABLE PLASTIC LAMINATE SHELVES ON WALL-MOUNTED STEEL STANDARDS @ 24" O.C. MAX (BOTTOM SHELF @ 54" AFF.; TOP SHELF @ 84" AFF.; EQUALLY SPACED) A/V SHELF 12" DEEP ADJUSTABLE PLASTIC LAMINATE SHELF ON WALL-MOUNTED STEEL STANDARDS @ 24" O.C. MAX (SHELF @ 84" AFF) 1 2 3 4 5 6 7 8 9 10 11 12 13 15 14 16 17 18 1 2 3 PNT-3.1 12 PNT-5 PNT-3.1 PNT-5 PNT-5 PNT-5 6 6 6 7 PNT-5 5 857 SF LVT-1 WDB-1 PNT-1/PNT-3.1/PNT-5 PNT-3.1/PNT-5 SALES AREA 40 SF LVT-1 WDB-1PNT-5 PNT-5 VESTIBULE 106 SF VCT-1 RUB-1PNT-7 ACT-1 OFFICE 213 SF VCT-1 RUB-1 PNT-7 ACT-1 STOCKROOM 48 SF EXIST EXIST PNT-7 PNT-4 TOILET ROOM PNT-1 8 8 EQ EQ PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A1.3 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FLOOR FINISHES PLAN SCALE: PLAN NORTH 1/4" = 1'-0" FLOOR FINISHES PLAN ITEM DESCRIPTION MANUFACTURER PRODUCT/MODEL FINISH/COLOR SIZE NOTES ACT-1 ACOUSTICAL PANEL CEILING USG RADAR CLIMA PLUS 2410 WHITE 24" X 48"USG DOWN BRAND DX 24 SUSPENSION SYSTEM GRT-1 GROUT MAPEI ULTRA COLOR PLUS GROUT 93 WARM GRAY --GROUT FOR TIL-1/TIL-2; 1/8" JOINTS; SALES AREA FLOOR/STOREFRONT FACADE/FIXTURE BASE LVT-1 LUXURY VINYL TILE AVA 2TRZO_TER015 LIGHT GREY TERRAZZO 36" X 36"SALES AREA FLOOR MTL-1 PREFINISHED METAL ----BLACK SATIN TO MATCH RAL 9004 -- MTL-2 PREFINISHED METAL ----TO MATCH SW6072 VERSATILE GRAY -- PNT-1 TEXTURED PLASTER PAINT SHERWIN WILLIAMS DURATION SW7013 IVORY LACE -- SPRAY PROFORM EM USING HOPPER GUN WITH 3/16" NOZZLE, SPRAY DIRECTLY ONTO COMPLETED LEVEL 4 DRYWALL; AFTER CURED, PRIME CEILING AS NECESSARY, THEN APPLY 2 COATS OF SHERWIN WILLIAMS 'DURATION' MATTE FINISH PNT-2 SEMI-TEXTURED PLASTER PAINT SHERWIN WILLIAMS DURATION SW7013 IVORY LACE --PORCH, FLOOR & PATIO TEXTURED PAINT AS PRIMMER, 2 COATS THEN LIGHTLY SAND; THEN APPLY 2 COATS OF SHERWIN WILLIAMS ' DURATION' MATTE PAINT PNT-3 SEMI-TEXTURED PLASTER PAINT SHERWIN WILLIAMS DURATION SW6072 VERSATILE GRAY -- PRIME WALLS AS NEEDED WITH SHERWIN WILLIAMS 'DURATION' MATTE FINISH; MIX 4-5 OZ. (1- 1 1/2 SMALL BOTTLES) OF SHARKGRIP DIRECTLY INTO PAINT; AFTER APPLYING 2 COATS, LIGHTLY SAND, THEN APPLY 1 COAT OF SAME COLOR/PAINT PNT-3.1 PAINT SHERWIN WILLIAMS SUPERPAINT ACRYLIC LATEX SW6072 VERSATILE GRAY --ENTRY SOFFIT & WALLS; EGGSHELL PNT-4 PAINT SHERWIN WILLIAMS SUPERPAINT ACRYLIC LATEX SW7007 CEILING BRIGHT WHITE --TOILET ROOM CEILING; FLAT PNT-5 PAINT SHERWIN WILLIAMS SUPERPAINT ACRYLIC LATEX SW7013 IVORY LACE --VESTIBULE CEILING/WOOD BASE/WALL MOUNTED FRAMES; EGGSHELL PNT-6 PAINT SHERWIN WILLIAMS PRO INDUSTRIAL DTM ACRYLIC TO MATCH RAL 9004 --STOREFRONT METAL TRIM PNT-7 PAINT SHERWIN WILLIAMS SUPERPAINT ACRYLIC LATEX SW7077 ORIGINAL WHITE --BOH WALLS/CEILING/DOORS; EGGSHELL PNT-8 PAINT SHERWIN WILLIAMS SUPERPAINT ACRYLIC LATEX SW6991 BLACK MAGIC -- PNT-9 PAINT SHERWIN WILLIAMS SUPERPAINT ACRYLIC LATEX SW6302 INNOCENCE --BRAND WALL RUB-1 RUBBER BASE ARMSTRONG R41GM GRAY MIST 4"BOH TIL-1 PORCELAIN TILE MIRAGE NORR 2.0 RR01 NAT LIGHT GREY TERRAZZO 24" X 24"WITH MFR-RECOMMENDED UNDERLAYMENT & ADHESIVE; GROUT GRT-1; SALES AREA FLOOR/STOREFRONT FACADES/FIXTURE BASES TIL-2 PORCELAIN TILE MIRAGE NORR 2.0 RR01 NAT LIGHT GREY TERRAZZO 32" X 32"WITH MFR-RECOMMENDED UNDERLAYMENT & ADHESIVE; GROUT GRT-1;STOREFRONT FACADES WDB-1 WOOD BASE ----PNT-2 2" X 1/2"FLAT FACE; SQUARE TOP; PRE-PRIMED; FIELD FINISHED WOM-1 WALK-OFF MAT MATS INC ULTRA ENTRY RECESSED; DARK GRAY w/ STEEL FRAME --WITH MFR-RECOMMENDED ADHESIVE AND INSTALLATION MATERIALS KEYED NOTES MALL FLOORING (EXTEND OR MODIFY AS REQUIRED FOR FLOOR TRANSITION DETAIL) FULL TILE STARTING POINT FOR FLOOR TILE PATTERN NOT USED NOT USED SIDES AND REAR OF TV NICHE TO BE PAINTED PNT-5 ALUMINUM BASE TO BE ADDED TO FIXTURES MDF FRAME TO BE PAINTED PNT-5 ALL EXPOSED FACES OF EXISTING METAL STOREFRONT FRAMES AND DOORS TO BE PAINTED PNT-6 1 2 3 GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. ALL EXISTING WALL AND BASE FINISHES ARE TO BE REMOVED, AND SURFACES ARE TO BE PREPARED FOR NEW FINISH, EXCEPT AS INDICATED OTHERWISE. ALL EXISTING FLOOR FINISHES ARE TO BE REMOVED, AND SURFACES ARE TO BE PREPARED FOR NEW FINISH, EXCEPT AS INDICATED OTHERWISE. ALL EXISTING FINISHES WHICH ARE TO REMAIN ARE TO BE REPAIRED AS NECESSARY AND CLEANED THROUGHLY. FLOOR TRANSITION NUMBERS REFERENCE FLOOR TRANSITION DETAILS ON SHEET A4.1. PAINT SHEENS ARE AS FOLLOWING: WALLS -EGGSHELL/MATTE CEILINGS/SOFFITS -FLAT DOORS/TRIM -SEMI-GLOSS SEE REFLECTED CEILING PLAN FOR CEILING FINISH TRANSITION LOCATIONS SEE INTERIOR ELEVATIONS FOR WALL FINISH TRANSITION LOCATIONS. FINISH SPECIFICATIONS 4 X5 6 7 8 3 ACT-1 10'-0" 2 PNT-4 8'-0" 1 PNT-5 8'-0" 2'-0"2'-4 1/8"2'-3"1'-0" 1'-8" 1'-0" 2'-8 3/4"3'-2 3/4"1'-0" 1'-8" 1'-0"4'-10"1'-0"2'-10"1'-0"6'-4 3/8" 10" 1'-8" 1'-8" 1'-2" 1'-6" 1'-4" 1'-4" EQ EQ 9 1/8" 1'-0"2'-2"4'-10"1'-0"3'-4 1/8"3'-4 1/4"1'-0"2'-8"1'-0"2'-2"4'-9 3/4"1'-0" 1'-0" 1'-10 7/8" 2'-4"4'-0"4'-0"4'-1"4'-1"4'-1"4'-1"4'-7"4'-8" 2'-0"2'-4 1/8" 2'-0" 2'-0" EQ 3'-2" EQ EQ EQ 1'-4" 9'-4" 1'-4" 1'-0" 3'-8" 3'-8" 1'-0" 1'-0" 3'-2" 1'-0" 3'-2" 1'-0" 4'-8" 4'-8" 4'-2" 1'-0" 4'-2" 4'-8" 4'-8" 1'-0" 3'-2" 1'-0" 3'-2" 1'-0" 3'-9" 1'-10" 3'-9" 4'-2" 1'-0" 4'-2" 1'-7 1/8" 1'-6" 1'-0 1/8" 3 ACT-1 10'-0" 1 PNT-5 11'-0" 3'-11 5/8" 1'-10 3/4" F K K K K K K K K K K K K K K M M MM M M 1'-10 3/4" K K K K C K K K B2 B2 B2 B2 B2 B2 B2 K K K K K K F F K K K F F K K K K F F 2'-0 1/2" 2'-0 1/2" 2'-0 1/2" 2'-0 1/2" 2'-0 1/2" 2'-0 1/2" 2'-0 1/2" 2'-0 1/2" K K K F F K K K K K K K K K K 2'-4"2'-4" F F K K K K 4'-0 7/8" F K K K K K K K K K K K K K K H H H H H H H 10" EQ EQ PNT-3.1 13'-4" 2 PNT-3.1 13'-4" 2 PNT-3.1 11-0" 2 F F 4 6 7 7 9 1113131313 13 14 14 14 14 14 1414 14 14 1515 15 15 15 16 16 17 N 12 E 3'-7 7/8" C 1'-1 5/8" 8 15 5 18 LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER ITEM NUMBER LAMP VOLTAGE NOTES CONCEALITE F5000-LED3-90-PT (HARD LID) FOR TBAR CHANGE SUFFI TO TB TCP 22743 EXITRONIX S902-WB-SR-RC-WH LED LED LED 120/277 120/277 120/277 WATTS 2 3 6 B TRACELITE TRALPX24CP4 LED 120/277 45 SOLAIS LED 120 8 RECESSED ROUND DOWNLIGHT SEMI-GLOSS WHITE PROGRESS LIGHTING P3111-30N LED 120 75 ST2ARM-R-1-BD-PW-NSP-935-700-UNV2-AT2ARM-R-NC A MORRIS 73424 LED 120/277 2.8 C D E F LED 120 25 RECESSED ROUND DOWNLIGHT SEMI-GLOSS WHITEG LED 120 25 RECESSED ROUND DOWNLIGHT SEMI-GLOSS SILVER GREYH LED 120 11 ROOM HEIGHT <10'-0"; TRACK MOUNTED (SEE CEILING PLAN FOR TRACK SPEC) LED 120 19 ROOM HEIGHT ≥10'-0"; TRACK MOUNTED (SEE CEILING PLAN FOR TRACK SPEC) J K HERA LED 120 16TAPE/C12/196/3500/PC/79/WH DRIVER - PS24V/96/DIM/S/D M DESCRIPTION SALES AREA EMERGENCY - FLUSH CEILING EXIT - WALL MOUNTED EXIT - CEILING RECESSED DOWNLIGHT 2x4 LAY-IN SCONCE BOH EMERGENCY - WALL MOUNTED DOWNLIGHT DOWNLIGHT SPOT SPOT LED TAPE WITH 1" X 1" ANGLE REFLECTOR- BY VENDOR HALCO ST2RA-1-BD-SV-NSP-935-2000-UNV SOLAIS ST2RA-1-BD-PW-NSP-935-2000-UNV BPL/22/WS/2x2-30W/CS-3500K/UP LED 120 30 SOLAIS LCM-1-NSP-9-35-2000-BK-J SURFACE MOUNTED, FLAT PANEL SOLAIS SOLAIS LCS-1-NSP-9-35-1200-BK-J Q LED 120 8SPOTSOLAISLCN-1-NSP-9-35-700-BK-J B2 BPL-22-WS-CS3500 LED 120/277 202X2 LAY-IN HALCO BACK OF HOUSE GENERAL LIGHTING BACK OF HOUSE GENERAL LIGHTING SALES AREA EMERGENCY CEILING FIXTURE LEGEND SYMBOL NOTES SEE MECHANICAL DRAWINGS; TITUS OMNI DESCRIPTION 2'x2' HVAC SUPPLY DIFFUSER SEE MECHANICAL DRAWINGS; TITUS OMNI 2'x2' HVAC RETURN GRILLE SEE MECHANICAL DRAWINGS; TITUS FL LINEAR SLOT HVAC SUPPLY DIFFUSER SEE MECHANICAL DRAWINGS; TITUS FL LINEAR SLOT HVAC RETURN GRILLE SEE MECHANICAL DRAWINGS1'x1' EXHAUST FAN SEE PLANSURFACE MOUNTED LIGHTING TRACK PAINTED TO MATCH CEILING; SEE PLAN FOR SIZEFLUSH LAY-IN FIBERGLASS ACCESS PANEL LINE VOLTAGE TRACK SYSTEM SPECIFICATIONS COMPONENT MANUFACTURER MODEL NUMBER MOUNTING FINISH/COLOR VOLTAGE 4' TRACK SOLAIS JT1-ST-4-BK SURFACE BLACK 120 JT1-ST-SJC-BK 8' TRACK STRAIGHT JOINING COUPLER LIVE END FEED END CAP SOLAIS SOLAIS SOLAIS SOLAIS SURFACE SURFACE SURFACE -- 120 120 120 -- BLACK BLACK BLACK BLACK JT1-ST-8-BK JT1-ST-EFS-BK JT1-ST-ECC-BK 1"1" SPRINKLER OR OTHER PIPEPENETRATION TRIM RING ACOUSTICAL CEILING PANEL PERIMETER 12 GA. HANGER WIRE USG HEAVY DUTY SUSPENSION SYSTEM ATTACH 1 SCREW THRU EITHER HOLE ATTACH ACM7 WITH 2 SCREWS THRU WALL MOLDING USG ACM7 SEISMIC PERIMETER ATTACHMENT CLIP TEE END INSTALLED TIGHT AGAINST VERTICAL LEG OF MOLDING 8" [203] MAX. 7/8" [22] USG WALL MOLDING PERIMETER 12 GA. HANGER WIRE USG HEAVY DUTY SUSPENSION SYSTEM ATTACH SCREW THRU SLOT USG ACM7 SEISMIC PERIMETER ATTACHMENT CLIP USG WALL MOLDING TEE END 3/4" FROM WALL 8" [203] MAX. 7/8" [22] 3/4" [19] ATTACH ACM7 WITH 2 SCREWS THRU WALL MOLDING 12 GA HANGER WIRES @ 48" JOINT COMPOUND AND PAPER JOINT TAPE J-BEAD SEALANT DGWM24 MOLDING ANGLE, SECURE TO WALL WITH APROPRIATE FASTENER, TYPICAL.USG DRYWALL SUSPENSION MAIN TEE DGLW26 USG DRYWALL SUSPENSION CROSS TEE DGLW424 SCREW GYPSUM BOARD INTO ANGLE MOLDING 5/8" GYPSUM DRYWALL 8" PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 2 02/04/2025 KI PERMIT RESUBMITTAL COMMENTS A1.4 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 REFLECTED CEILING PLAN SCALE: PLAN NORTH 1/4" = 1'-0" REFLECTED CEILING PLAN GENERAL NOTES 1. 2. 3. 4. 5. SUSPENDED CEILING GRIDS ARE CENTERED BETWEEN PRIMARY BOUNDARY WALLS UNLESS INDICATED OTHERWISE. TENANT CONTRACTOR IS TO VERIFY THAT FIELD CONDITIONS ACCOMMODATE ALL DIMENSIONS INDICATED, AND NOTIFY ARCHITECT OF ANY CONFLICTS BEFORE ORDERING VENDOR SUPPLIED ITEMS. SPRINKLER HEADS ARE NOT INDICATED ON PLAN. MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM ARE TO BE DESIGNED BY LICENSED SPRINKLER DESIGNER, AND ARE TO COMPLY WITH ALL GOVERNING CODES. ALL NEW AND EXISTING FIRE SPRINKLER HEADS IN THE SALES AREA ARE TO BE CONCEALED-TYPE, WITH WHITE COVERS. FLUSH PAINTED LAY-IN FIBERGLASS ACCESS PANELS ARE TO BE PROVIDED AS REQUIRED FOR MECHANICAL/ELECTRICAL EQUIPMENT ABOVE CEILING, LOCATED TO NOT CONFLICT WITH CEILING- MOUNTED FIXTURES/DEVICES. SUSPENDED ACOUSTICAL CEILINGS ARE TO BE INSTALLED ACCORDING TO CBC 808.1.1.1, IBC 1613.1, ASTM C 635, ASTM C 636, ASTM E 580 -SECTION 5, AND ASCE 7-10, AND AS FOLLOWS: A.GRID SYSTEM IS TO BE HEAVY-DUTY. B.GRID MEMBERS ARE TO BE RIGIDLY ATTACHED TO THE PERIMETER ANGLE ON ONE SIDE IN EACH ORTHOGONAL DIRECTION AND PERMIT 3/4" MOVEMENT IN EITHER DIRECTION AT THE OPPOSITE SIDES. C.MANUFACTURER'S PROPRIETARY SEISMIC CLIPS ARE TO BE USED IN LIEU OF 2" PERIMETER SUPPORT ANGLES. D.MANUFACTURER'S PROPRIETARY SEISMIC CLIPS ARE TO BE USED IN LIEU OF SPACER BARS BETWEEN GRID MEMBERS AT PERIMETER TO PREVENT SPREADING. E.12 GA HANGER WIRES ARE TO BE INSTALLED @ 48" ALONG MAIN GRID MEMBERS AND 8" MAXIMUM FROM WALLS. F.HANGER WIRES ARE TO BE NOT GREATER THAN 1:6 OUT OF PLUMB. G.LATERAL FORCE BRACING (COMPRESSION STRUTS AND SPLAY WIRES) ARE NOT REQUIRED (CEILING AREA <1000 SF). H.SEISMIC JOINTS ARE NOT REQUIRED (CEILING AREA < 2500 SF). I.AT SPRINKLER HEADS AND OTHER PENETRATIONS, A RING/SLEEVE IS TO BE INSTALLED IN THE CEILING PANEL TO ALLOW 1" HORIZONTAL MOVEMENT IN ALL DIRECTIONS. KEYED NOTES SUSPENDED GYPSUM DRYWALL CEILING (HEIGHT AS INDICATED) 5/8" GYPSUM DRYWALL ON STEEL "TEE" MEMBERS @ 24" O.C. EACH WAY, SUSPENDED BY 12 GA. HANGER WIRES @ 48" EACH WAY. (USG DRYWALL SUSPENSION SYSTEM OR EQUAL -ICC ESR-4358). EXISTING DRYWALL CEILING/SOFFIT TO REMAIN. PATCH & REPAIR AS NECESSARY FOR NEW LIGHTING LAYOUT ACOUSTICAL PANEL CEILING (HEIGHT AS INDICATED). SUSPENDED FROM BEAMS/JOISTS ABOVE BY 12 GA. HANGER WIRES @ 48" O.C. PROVIDE SUPPLEMENTAL UNISTRUT FRAMING IF BEAM/JOIST SPACING REQUIRES, AS DETERMINED BY TENANT CONTRACTOR. ACOUSTICAL PANEL CEILING TO CONTINUE ABOVE TOILET ROOM CEILING EXISTING LIGHT FIXTURE 18" x 18" FLUSH LAY-IN FIBERGLASS ACCESS PANEL. BANNER ROD; SEE STOREFRONT SECTION GYPSUM DRYWALL SOFFIT TRAFFIC COUNTER (PROVIDED BY TENANT VENDOR). HVAC DIFFUSER/GRILLE (SEE MECHANICAL DRAWINGS). INDIVIDUAL LETTER SIGN (SEE VENDOR SHOP DRAWINGS). EXISTING EXHAUST FAN/LIGHT 4' LONG SURFACE MOUNTED LINE VOLTAGE TRACK SYSTEM; PROVIDED BY LIGHTING VENDOR 8' LONG SURFACE MOUNTED LINE VOLTAGE TRACK SYSTEM; PROVIDED BY LIGHTING VENDOR LIGHT COVE ABOVE (SEE DETAIL SHEET A4.2) VERTICAL LED STRIP LIGHT BEHIND EDGE OF BRAND WALL FIXTURE EXISTING EXIT SIGN 24" x 24" FLUSH LAY-IN FIBERGLASS ACCESS PANEL (COORDINATE EXACT LOCATION WITH SERVICE AND CLEARANCE REQUIREMENTS OF MECHANICAL UNIT ABOVE) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SCALE:6" = 1'-0" CEILING PENETRATION DETAIL1 SCALE:3" = 1'-0" CEILING GRID AT FIXED EDGE4 SCALE:3" = 1'-0" CEILING GRID AT FLOATING EDGE3 2 SCALE:6" = 1'-0" DRYWALL CEILING DETAIL2 2 . . . . .. . . 1 1 11 1 2 23333 5 8 11 14 15 16171819 C C #3 2122 T J . C 1 3 3 3 J 6 6'-6 3/4"2'-1 3/4"7'-5 3/4"2'-1 3/4"5'-10"4'-2 1/4" 5'-0 7/8"2'-7 3/4"5'-10"7'-8 3/8"3'-2 1/4"3'-1 3/4"5'-3 3/4" 3'-11 1/4"10'-3 3/4"8'-4 7/8"9'-9 5/8" 10'-0 3/4"7'-7 5/8"10'-9 7/8" 4'-4" 1'-5 3/4" 3'-6 3/4" 2'-4 1/4" 1'-8" 7 9 2'-5" 5'-0" 3'-6" 2'-5 5/8" 2'-6" 9 9 9 2424 24 24 25 4'-0" 2'-3 3/8" 1'-0 1/4" 1'-0" 2'-1 1/8" 1'-10" 10" 10" 10" 10" 1'-8 1/2" 24 24 12 4 T J GFI C C DUPLEX RECEPTACLE QUADRUPLEX RECEPTACLE DUPLEX RECEPTACLE RECESSED FLOOR MOUNTED DATA RECEPTACLE DATA RECEPTACLE -RECESSED FLOOR MOUNTED JUNCTION BOX DUPLEX RECEPTACLE -GROUND FAULT INTERRUPT LIGHTING SWITCH/CONTROLS THERMOSTAT "CLOCK" DUPLEX RECEPTACLE-RECESSED FLOOR MOUNTED WITH SLOTTED COVER "CLOCK" DUPLEX RECEPTACLE POWER/DATA LEGEND PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A1.5 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 POWER / DATA PLAN SCALE: PLAN NORTH 1/4" = 1'-0" POWER DATA PLAN GENERAL NOTES 1. 2. FLOOR RECEPTACLES ARE TO BE COORDINATED W/ FIXTURE BASE CONDITION, RUN CONDUIT IN TOE KICK FROM BOX TO BOX WHERE CONCEALED. TRAFFIC COUNTER CONTROLLER RECEIVER IS TO BE IN STOCK ROOM. GENERAL CONTRACTOR IS TO PROVIDE 5'-0" OF CABLE SLACK IN CEILING AND COORDINATE INSTALLATION WITH PANDORA VENDOR. KEYED NOTES RECESSED FLOOR DUPLEX RECEPTACLE RECESSED "CLOCK" FLOOR DUPLEX RECEPTACLE WITH SLOTTED COVER DUPLEX RECEPTACLE AT 26" AFF DATA RECEPTACLE AT 26" AFF EXISTING JUNCTION BOX FOR STOREFRONT SIGN JUNCTION BOX FOR WALL SCONCE DUPLEX AND DATA RECEPTACLES FOR TV AT 69" AFF RECESSED FLOOR MOUNTED DATA RECEPTACLE DUPLEX RECEPTACLE AT 18" AFF NOT USED QUADRUPLEX RECEPTACLE AT 79" AFF (FOR IT RACK) EXISITNG GFI OUTLET NOT USED PLUGMOLD (LA GRANDE) AT 40" W/ RECEPTACLES EVERY 12" (GC SUPPLIED AND INSTALLED ON EMPLOYEE COUNTER TOP) QUADRUPLEX RECEPTACLE AT 36" AFF QUADRUPLEX RECEPTACLE AT 48" AFF FOR SECURITY MONITOR QUADRUPLEX RECEPTACLE AT 18" AFF OUTLET STRIP: GC SUPPLIED AND INSTALLED ON MANAGER'S DESKTOP DATA RECEPTACLE AT 36" AFF NOT USED LIGHTING CONTROLS LOCATION THERMOSTAT LOCATION NOT USED DUPLEX RECEPTACLES @ 16' MAX SPACING MOUNTED IN LIGHT COVE ABOVE (FOR COVE LIGHTING) DUPLEX RECEPTACLE MOUNTED IN LIGHT COVE FOR VERTICAL LED LIGHT STRIPS 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 33 7 11 11 2 2 5 5 5 66 2'-6"5'-8 7/8"6'-0 1/4"5'-8 7/8"2'-6 3/8" 22'-6 3/8" 12 12 13 13 15 15 15 A4.2 6 11 A4.2 7 A4.2 7 A4.2 6 SIM OPP LGO.25.5EQ 1'-2 3/8" EQ EQ CENTERED ON DOORS 8'-2 7/8"EQ 1 2 2 3 3 4 TYP 5 5 TYP TYP 6 6 7 8 12 12 13 16 16 14 2 A2.2 3 A2.2 1 A2.2 2'-11" +/- 11 2 13'-11" 11'-0" 10'-0" 1'-0" 6 1 5 TYP 13 14 16 16 1 A2.2 13'-11" +/- PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A2.1 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 STOREFRONT PLAN/ELEVATIONS GENERAL NOTES 1. 2. 3. 4. KEYED NOTES NEW INDIVIDUAL INTERNALLY ILLUMINATED LETTER SIGN (BY SIGN VENDOR) EXISTING ALUMINUM STOREFRONT BASE FRAME TO BE PAINTED PNT-6 EXISTING STOREFRONT GLAZING (REPAIR/REPLACE PERIMETER SEALANT AND GLAZING GASKETS AS NECESSARY) EXISTING GLASS CLIP TO BE PAINTED PNT-6 1 1/4" x 2 1/2" ALUMINUM CHANNEL (MTL-1) TILE CLADDING (TIL-2) EXISTING STOREFRONT DOORS (RAILS AND FITTINGS TO BE PAINTED PNT-6) EXISTING DOOR HANDLES NOT USED NOT USED EXISTING ADJACENT TENANT CLADDING/FINISH EXISTING 1/4" BUTT JOINT BETWEEN GLAZING PANELS 3/4" METAL REVEAL TRIM (MTL-1) FULL TILE STARTING POINT FOR TILE JOINT PATTERN LEASE LINE METAL EDGE TRIM (SCHLUTER QUADEC Q100 AE) 1 2 3 4 5 6 7 8 9 10 11 12 NOTE: TOTAL LINEAR LENGTH OF STOREFRONT = 22'-6 3/8" +/- NOTE: AREA OF TILE CLADDING IS 121 SF 13 14 15 SCALE:3/8" = 1'-0" STOREFRONT PLAN1 WITH RESPECT TO THE STOREFRONT GLAZING/FRAMING SYSTEM, THE DRAWINGS INDICATE THE AESTHETIC AND DIMENSIONAL DESIGN INTENT, THE STOREFRONT MANUFACTURER IS RESPONSIBLE FOR THE SPECIFIC DESIGN OF THE SYSTEM AND ITS STRUCTURAL, THERMAL, AND WEATHER TIGHT PERFORMANCE. REFER TO SPECIFICATIONS FOR PERFORMANCE REQUIREMENTS. ALL WOOD BLOCKING IS TO BE FIRE-RETARDANT-TREATED. NO FASTENERS ARE TO BE VISIBLE ON THE STOREFRONT SIGN OR METAL TRIM. SOLID BLOCKING IS TO BE PROVIDED WITHIN WALL/PIER AT MOUNTING LOCATION OF BLADE SIGNS (SEE VENDOR SHOP DRAWINGS FOR MORE INFORMATION) SCALE:3/8" = 1'-0" STOREFRONT ELEVATION2SCALE:3/8" = 1'-0" STOREFRONT ELEVATION4 16 1 1/4" x 2 1/2" x 1/8" ALUMINUM CHANNEL TRIM 3/4" METAL REVEAL TRIM 1 1/4" x 2 1/2" x 1/8" ALUMINUM CHANNEL TRIM TOP OF SLAB TILE CLADDING EXISTING MALL FLOORING LEASE LINE TOP OF EXISTING CONCRETE SLAB +/- EXISTING METAL STUDS TILE CLADDING 5/8" CEMENT BOARD EXISTING METAL STUDS EXISTING GYPSUM DRYWALL 13'-11" SALES AREA MALL EXISTING GYPSUM DRYWALL CEILING (PATCH/REPAIR AS REQUIRED) EXISTING METAL STUDS 11'-0" EXISTING METAL STUDS EXISTING GYPSUM DRYWALL 5/8" CEMENT BOARD TILE CLADDING 1 1/4" x 2 1/2" x 1/8" METAL CHANNEL TRIM 3/4" METAL REVEAL TRIM 1 1/4" x 2 1/2" x 1/8" METAL CHANNEL TRIM INDIVIDUAL LETTER SIGN LEASE LINE +/- +/- EXISTING GLASS DOOR ALUMINUM DOOR RAIL TILE FLOORING EXISTING MALL FLOORING EXISTING GLAZING EXISTING BLOCKING EXISTING BLOCKING EXISTING METAL STUDS EXISTING ALUM. FRAME EXISTING ALUM. FRAME 2'-11" RECESSED LIGHT FIXTURE (SEE PLAN) EQ EQ EXISTING GYPSUM DRYWALL EXISTING ALUMINUM BASE FRAME (PAINT PNT-6) SALES AREA MALL CEILING MOUNTED SIGNAGE RODS, BLOCKING AS REQUIRED EXISTING GLASS EXISTING MALL FLOORING EXISTING CEILING (SEE PLAN) EXISTING METAL STUDS TILE FLOORING 11'-0" EXISTING METAL STUDS NOTE: GC IS TO VERIFY EXISTING CONDITIONS AND REPORT ANY VARIATIONS OR CONFLICTS TO ARCHITECT EXISTING GYPSUM DRYWALL 5/8" CEMENT BOARD TILE CLADDING 1 1/4" x 2 1/2" x 1/8" METAL CHANNEL TRIM 3/4" METAL REVEAL TRIM 1 1/4" x 2 1/2" x 1/8" METAL CHANNEL TRIM 5/8" GYPSUM DRYWALL +/- 2'-11" +/- 1/2" LEASE LINE EXISTING BLOCKING EXISTING ALUM. FRAME EXISTING GYPSUM DRYWALL RECESSED LIGHT FIXTURE (SEE PLAN) 2'-7" +/- 10" PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A2.2 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 STOREFRONT SECTIONS SCALE:1 1/2" = 1'-0" STOREFRONT SECTION1SCALE:1 1/2" = 1'-0" STOREFRONT SECTION2SCALE:1 1/2" = 1'-0" STOREFRONT SECTION3 CAL.05 CAL.06 CAL.01 WAF.16 CAL.07 2.NPA.09.3.B 2.NPA.06.3 SOFFIT HEIGHT 13'-4" SALES AREA CEILING HEIGHT 11'-0" 2.NPA.09.3.C 2.NPA.06.3.B WAF.16 2.NPA.12.2 2.NPA.09.2.B WAF.23 2.PER.L 2.PER.09.3_1 2.PER.06.2 2.PER.R 2.PER.L2.PMR.06 2.PER.09.5_1 2.PER.06.2 2.PER.R 2.PER.L 2.PER.12.2_1 2.PER.09.3_1 2.PER.R GRF.02.1 PNT-5 PNT-5 PNT-5 PNT-5 PNT-3.1 WDB-1 WDB-1 WDB-1 8"8" EQEQ EQ EQ 8"8" 2" 3'-9 3/8" 3'-11 1/4" 5'-6"5'-6" 3'-9 3/8" 3'-11 1/4" 7'-7" 3'-9 3/8" 3'-11 1/4" LIGHT COVE HEIGHT 9'-2" VMG.01.2 2 2 WDB-1 7'-10 3/8"5'-9 1/2"5'-9 1/2" LGO.14.3 CAL.02 CAL.03 WDB-1 WDB-1 WDB-12.WIN.06_1 2.PER.L 2.FLX.09_1 2.PER.R 2.PER.L 2.PER.06.1_1 2.PER.09.3_1 2.PER.12.2_1 2.PER.R 2.PMR.06 2.PER.L 2.PER.12.2_1 2.PER.R 2.PER.L 2.ENG.06_1 2.PER.09.2_1 2.PER.R 3'-11 1/4" 3'-9 3/8" 9'-8 1/2" 2.NPA.06.1 2.NPA.09.1.B 2.NPA.12.1 WAF.29 5'-5" 2'-2 3/4" 10" 8 1/8"4'-7" BRC.01 MNT.50 3'-11 1/4" 3'-9 3/8" 4'-5 1/8" 2.NPA.12.3.A WAF.13 2.NPA.06.3 2.NPA.09.3.C WAF.16 5'-6" 3'-11 1/4" 3'-9 3/8" PNT-5 PNT-5PNT-5 PNT-1PNT-5 PNT-3.1 VMG.01.1 1 2 2 4 6 SOFFIT HEIGHT 13'-4" LIGHT COVE HEIGHT 9'-2" SALES AREA CEILING HEIGHT 11'-0" 8"8" PNT-5 9'-11 7/8"4'-8 3/8"5'-9 1/2" VMG.01.2 VMG.01.1 VMG.01.1 2.WIN.09_1 2.WIN.06_1 2.WIN.06_1WDB-1 WDB-1 PNT-5PNT-5 PNT-5 PNT-5 SOFFIT HEIGHT 13'-4" LIGHT COVE HEIGHT 9'-2" 3 PNT-6 PNT-6 PNT-6 2.BWP.30 CRO.13.3 3'-5 1/2" (OPEN TO BEYOND) MM PNT-5 PNT-5 PNT-5 WDB-1 WDB-1 SALES AREA CEILING HEIGHT 11'-0" LIGHT COVE HEIGHT 9'-2" 55 2'-10 1/2"2'-10 1/2" VESTIBULE HEIGHT 8'-0" PNT-5 WDB-1 VESTIBULE HEIGHT 8'-0" PNT-5 WDB-1 VESTIBULE HEIGHT 8'-0" PNT-5 WDB-1 WDB-1 (OPEN TO BEYOND) VESTIBULE HEIGHT 8'-0" WDB-1 WDB-1 PNT-5 PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A3.1 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 INTERIOR ELEVATIONS KEYED NOTES 1 2 3 4 5 6 50" TV WALL MOUNTED FRAMES TO BE PAINTED PNT-2 EXISTING DOOR HANDLES PIN-MOUNTED LOGO LED LIGHT STRIP (VERTICAL BEHIND BRAND WALL FIXTURE) SEE LIGHTING SCHEDULE REAR AND SIDES OF TV NICHE TO BE PAINTED PNT-2 SCALE:3/8" = 1'-0" INTERIOR ELEVATIONS1 SCALE:3/8" = 1'-0" INTERIOR ELEVATIONS4 SCALE:3/8" = 1'-0" INTERIOR ELEVATIONS2 SCALE:3/8" = 1'-0" INTERIOR ELEVATIONS3 SCALE:3/8" = 1'-0" INTERIOR ELEVATIONS5SCALE:3/8" = 1'-0" INTERIOR ELEVATIONS6SCALE:3/8" = 1'-0" INTERIOR ELEVATIONS7SCALE:3/8" = 1'-0" INTERIOR ELEVATIONS8 CEILING HEIGHT 10'-0" PNT-7 RUB-1RUB-1 5'-0" 13 14 15 19 PNT-7 CELING HEIGHT 10'-0" PNT-7 RUB-1 RUB-1 1'-7" 6'-0"3'-6" 3 6 11 4'-0" 21 22 3'-4" 25 3'-0" CEILING HEIGHT 10'-0" RUB-1 RUB-1 RUB-1 PNT-7 PNT-7 3 3 15 4'-10" MIN 5'-0" MAX 8" 23 8'-5" 26 EQ EQ PNT-7 PNT-7 RUB-1 RUB-1 CEILING HEIGHT 10'-0" 7'-0"3 3 8'-5" 1'-8" 27 1'-8" CEILING HEIGHT 10'-0" RUB-1 RUB-1 PNT-7 5 1/2"7'-6" 7'-0" 10" 6'-2"1 2 4 5 7 PNT-7 8 9 10 16 17 18 20 24 8 1/4"2'-7 5/8" 4'-0" RUB-1 ? PNT-7 5'-0" CEILING HEIGHT 10'-0" 3 1'-8" CEILING HEIGHT 10'-0" RUB-1 PNT-7 1 2 3 5 3'-6" 5'-7" 2'-8 5/8" 11 1218 24 CEILING HEIGHT 10'-0" PNT-7 RUB-1 4 7'-0" 8 10" 9 10 PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A3.2 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 INTERIOR ELEVATIONS KEYED NOTES MANAGER'S DESK -25" DEEP PLASTIC LAMINATE COUNTERTOP @ 30" AFF. (WALL MOUNTED USING CONTINUOUS CLEAT AND STEEL BRACKETS @ 24" O.C. (3) 12" DEEP ADJUSTABLE PLASTIC LAMINATE SHELVES ON WALL MOUNTED STEEL STANDARDS @ 24" 0.C. (BOTTOM SHELF @ 48" AFF.; TOP SHELF @ 84" AFF; EQUALLY SPACED) (5) 12" DEEP ADJUSTABLE PLASTIC LAMINATE SHELVES ON WALL MOUNTED STEEL STANDARDS @ 24" OC (BOTTOM SHELF @ 20" AFF; TOP SHELF @ 84" AFF; EQUALLY SPACED) EXISTING ELECTRICAL GEAR DESK CHAIR MINI REFRIGERATOR AND MICROWAVE 4x6 PLYWOOD BEHIND IT CABINET AND A/V SHELF FOR MOUNTING IT RACK/CABINET A/V SHELF SAFE (BOLT TO FLOOR) BULLETIN BOARD DRY ERASE BOARD (3) LOCKERS COAT RACK LADDER -ON WALL HOOK (SUPPLIED BY GC) FILING CABINET PRINTER SECURITY MONITOR FIRE EXTINGUISHER (2A-10B-C RATED) (1) OUTLET STRIP: GC SUPPLIED AND INSTALLED ON MANAGERS DESKTOP. (3 OUTLETS, 10 FT CORD, 15A MAX. AMPS -ITEM #49UF85) COUNTERTOP -25" DEEP PLASTIC LAMINATE COUNTERTOP @ 36" AFF (WALL MOUNTED USING CONTINUOUS CLEAT AND STEEL BRACKETS @ 24" O.C) (3) 12" DEEP ADJUSTABLE PLASTIC LAMINATE SHELVES ON WALL MOUNTED STEEL STANDARDS @ 24" OC (BOTTOM SHELF @ 54" AFF; TOP SHELF @ 84" AFF; EQUALLY SPACED) ACCESSIBLE TOILET ROOM SIGN (PER ADA STANDARDS) CORK STRIP (BY GC) LA GRANDE PLUGMOLD. MOUNTED @ 40 " AFF, RECEPTACLES AT EVERY 12" ALL GENDER GEOMETRIC SYMBOL TOILET ROOM SIGN (PER CBC IIB-703.7.2.6.3) UTILITY SINK 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 8 24 25 SCALE:3/8" = 1'-0" INTERIOR ELEVATION1SCALE:3/8" = 1'-0" INTERIOR ELEVATION2SCALE:3/8" = 1'-0" INTERIOR ELEVATION3 SCALE:3/8" = 1'-0" INTERIOR ELEVATION4SCALE:3/8" = 1'-0" INTERIOR ELEVATION5SCALE:3/8" = 1'-0" INTERIOR ELEVATION6 SCALE:3/8" = 1'-0" INTERIOR ELEVATION7SCALE:3/8" = 1'-0" INTERIOR ELEVATION8 26 27 2.ISL.07.1_1 2.ISL.09.1_1 2.ISL.07.1_1 SKI.07 SKI.09 SKI.07 1 RADIUS RADIUS 2.ISL.07.1_1 2.ISL.06.1_1 2.ISL.R 2.ISL.ADA 2.ISL.06.1_1 2.ISL.07.2 SKI.07 SKI.06 SKI.06 SKI.07 SKI.END RADIUS 1 RADIUS 2'-9 1/2" 3'-2" 2.ISL.07.2 2.ISL.09.1_1 2.ISL.07.2 SKI.07 SKI.09 SKI.07 1 RADIUS RADIUS 2.ISL.07.2 2.ISL.08.3_1 2.ISL.R 2.ISL.L 2.ISL.04.2 2.ISL.09.1_1 2.ISL.07.1_1 SKI.07 SKI.08 SKI.END SKI.END SKI.04 SKI.09 SKI.07 RADIUS RADIUS 1 2.FRE.L SKI.END & 2.FRE.R 1 2.FRE.L 2.FRE.08.1_1 2.FRE.04_1 2.FRE.08.1_1 2.FRE.R SKI.08 SKI.04 SKI.08 SKI.END SKI.END 1 PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 1 01/09/2025 KE/KI PERMIT COMMENTS A3.3 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 INTERIOR ELEVATIONS KEYED NOTES ALUMINUM FIXTURE BASE TO BE INSTALLED BY FIXTURE VENDOR1 SCALE:3/4" = 1'-0" INTERIOR ELEVATION1SCALE:3/4" = 1'-0" INTERIOR ELEVATION2SCALE:3/4" = 1'-0" INTERIOR ELEVATION3 SCALE:3/4" = 1'-0" INTERIOR ELEVATION4SCALE:3/4" = 1'-0" INTERIOR ELEVATION5SCALE:3/4" = 1'-0" INTERIOR ELEVATION6 TOILET ACCESSORIES SCHEDULE DESCRIPTION MANUFACTURER/ MODEL NUMBER MIRROR BOBRICK B-166 1836 FINISH POLISHED STAINLESS STEEL NOTES GRAB BAR BOBRICK B-6806 SATIN STAINLESS STEEL 1 1/2" DIAMETER; 1 1/2" CLEARANCE FROM WALL TOILET TISSUE DISPENSER BOBRICK B-76857 SATIN STAINLESS STEEL PAPER TOWEL DISPENSER INTERDESIGN FORMA SWIVEL WALL-MOUNT BRUSHED STAINLESS STEEL R 2'-6" A3.4 2 A3.4 3 A3.4 4 A3.4 5 2'-6" 5'-0" 4'-8" 4'-0" 1 (ABOVE) 2 3 4 5 7 8 9 10 11 14 15 4'-0" 4'-0" PNT-7 2'-6" 3'-4" 2 3 5 6 4 CEILING HEIGHT 8'-0"EXIST EXIST 2'-5" MIN 2'-10" MAX PNT-7 CEILING HEIGHT 8'-0" 4'-0" EXIST EXIST PNT-7 3'-4" 1 10 9 8 7 8" 11 CEILING HEIGHT 8'-0" 4'-0" 7'-0" 1'-7" 4'-0" 2'-0" EXIST EXIST 3'-4" 4'-6" MIN. MAX. 1'-0" 2'-0" MIN 2'-9" MIN 3'-0" MAX PNT-7 1 2 CEILING HEIGHT 8'-0" 3 5 6 10 98 4'-0" 7'-0" 1'-6"1'-0"4'-0" 1'-7" EXIST EXISTEXIST 2'-5" MIN 2'-10" MAX TO REFLECTIVE SURFACE 3'-4" MAX 1'-6" MIN 1'-0" MIN 2'-0" 2'-9" MIN. 3'-0" MAX.PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 1 01/09/2025 KE/KI PERMIT COMMENTS A3.4 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 TOILET ROOM PLAN & ELEVATIONS KEYED NOTES 12" DEEP ADJUSTABLE PLASTIC LAMINATE SHELF ON WALL-MOUNTED STEEL STANDARDS @ 24" O.C. MAX (SHELF @ 84" AFF) SCONCE LIGHT MIRROR PAPER TOWEL HOLDER EXISTING ACCESSIBLE LAVATORY EXISTING PROTECTIVE PIPE INSULATION 18" GRAB BAR EXSITING 42" GRAB BAR EXISTING 36" GRAB BAR ACCESSIBLE WATER CLOSET TOILET TISSUE DISPENSER NOT USED NOT USED ACCESSIBLE TOILET ROOM SIGN (PER ADA STANDARDS) ALL GENDER GEOMETRIC SYMBOL TOILET ROOM SIGN (PER CBC 11B -703.7.2.6.3) 1 2 3 4 5 6 7 8 9 10 11 12 13 SCALE:1/2" = 1'-0" TOILET ROOM PLAN1 14 SCALE:1/2" = 1'-0" INTERIOR ELEVATION2SCALE:1/2" = 1'-0" INTERIOR ELEVATION3SCALE:1/2" = 1'-0" INTERIOR ELEVATION4SCALE:1/2" = 1'-0" INTERIOR ELEVATION5 15 GENERAL NOTES 1. 2. 3. PROVIDE CONCEALED BLOCKING IN WALL AT ALL WALL-MOUNTED ACCESSORIES. ALL EXISTING PLUMBING FIXTURES AND TOILET ACCESSORY MOUNTING HEIGHTS AND CLEARANCES HAVE BEEN VERIFIED TO BE IN COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. THE MOUNTING HEIGHTS AND LOCATIONS OF ALL EXISTING FIXTURES AND ACCESSORIES HAS BEEN FIELD VERIFIED TO COMPLY WITH THE DIMENSIONS INDICATED. METAL TRACK FASTENED TO FLOOR SLAB W/ 3/16" TAPCON ANCHORS @ 16" OC TOP OF FLOOR SLAB 5/8" GYPSUM DRYWALL BASE (SEE FINISH SCHEDULE) FLOORING (SEE FINISH SCHEDULE) SEALANT BETWEEN DRYWALL & SLAB 6" X 20 GA METAL STUDS @ 16" OC FACE OF ADJACENT WALL BEADED AND FINISHED EDGE 5/8" GYPSUM DRYWALL LED TAPE LIGHT WITH REFLECTOR 9'-2" A4.2 5 #10 TEK SCREW INTO EACH EXISTING STUD METAL TRACK FASTENED TO FLOOR SLAB W/ 3/16" TAPCON ANCHORS @ 16" OC TOP OF FLOOR SLAB 5/8" GYPSUM DRYWALL BASE (SEE FINISH SCHEDULE) FLOORING (SEE FINISH SCHEDULE) SEALANT BETWEEN DRYWALL & SLAB 3 5/8" X 20 GA METAL STUDS @ 16" OC CEILING (SEE PLAN) 4" 3 5/8" METAL STUD BRACES @ 48" OC FASTENED TO ADJACENT STRUCTURE M A X 4 5 ° 3 5/8" METAL TRACK 3 5/8" X 20 GA METAL STUD BRACING @ 48" OC FASTENED TO STRUCTURE ABOVE (ALTERNATE DIRECTION) BOTTOM OF EXISTING CONCRETE DECK/BEAM (2) 3/16" TAPCON ANCHORS AT EACH BRACE (2) #10 TEK SCREWS AT EACH BRACE 3 5/8" X 20 GA METAL STUDS @ 16" OC CEILING (SEE PLAN) METAL TRACK FASTENED TO FLOOR SLAB W/ 3/16" TAPCON ANCHORS @ 16" OC TOP OF FLOOR SLAB 3 5/8" METAL TRACK 5/8" GYPSUM DRYWALL BASE (SEE FINISH SCHEDULE) FLOORING (SEE FINISH PLAN) SEALANT BETWEEN DRYWALL & SLAB M A X 4 5 ° 3 5/8" X 20 GA METAL STUD BRACING @ 48" OC FASTENED TO STRUCTURE ABOVE (ALTERNATE DIRECTION) METAL FIRE BLOCKING 4" 4" BOTTOM OF EXISTING CONCRETE DECK/BEAM (2) 3/16" TAPCON ANCHORS AT EACH BRACE (2) #10 TEK SCREWS AT EACH BRACE VINYL COMPOSITION TILE FLOORING TOP OF FLOOR SLAB RUBBER REDUCER STRIP (MANNINGTON 633) TOP OF SLAB VCT FLOORINGLVT FLOORING ALUMINUM TRANSITION STRIP (SCHLUTER-SCHIENE) TOP OF FLOOR SLAB LATEX LEVELING COMPOUND AS REQUIRED (1/4" PER FOOT MAX SLOPE) EXISTING MALL FLOORINGLVT FLOORING PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 1 01/09/2025 KE/KI PERMIT COMMENTS A4.1 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 WALL TYPES AND DETAILS SCALE:1" = 1'-0" WALL TYPEA SCALE:1" = 1'-0" WALL TYPEB SCALE:1" = 1'-0" WALL TYPEC SCALE:12" = 1'-0" FLOOR TRANSITION3 3 SCALE:12" = 1'-0" FLOOR TRANSITION2 SCALE:12" = 1'-0" FLOOR TRANSITION1 2 1 1/4" 1/4" FRT WOOD BLOCKING 1/2" x 12" MDF TRIM (PAINT PNT-5) 5/8" GYPSUM DRYWALL (2) 3 5/8" METAL STUDS (2) 6" METAL STUDS NOTE: HEAD CONDITION IS SIMILAR 3 5/8" METAL STUDS @ 16" OC 5/8" GYPSUM DRYWALL (PNT-1) 10" 2'-2 3/4"FACE OF ADJACENT WALL 1/2" FRT PLYWOOD 5'-5" AFF 5/8" GYPSUM DRYWALL (PNT-5)8"4 3/4"6 5/8" 3 5/8" METAL STUDS @ 16" OC 5/8" GYPSUM DRYWALL (PNT-1) 5/8" GYPSUM DRYWALL (PNT-5) 11'-0" CEILING HEIGHT REAR EDGE OF WALL BEYOND PIN-MOUNTED LOGO (LOG.10.3) EDGE OF CEILING BEYOND A4.2 5 LOCK-IN STEEL STUD ANCHORS & ADJUSTABLE BASE ANCHOR WALL SHEATHING (REFER TO WALL TYPE)HOLLOW METAL DOOR FRAME 1 9/16" 1 15/16" 2" 5/8" (2) METAL STUDS 1/2" 1/2" INTEGRAL STOP (WHERE APPLICABLE) WALL SHEATHING (REFER TO WALL TYPE) HOLLOW METAL DOOR FRAME 1 9/16"1 15/16" 2" 5/8" METAL TRACK 1/2"1/2" 3 1/2" 5/8" GYPSUM DRYWALL RECEPTACLE MOUNTED TO STUD (SEE ELEC DRAWINGS) BEADED FINISHED EDGE LED TAPE LIGHT WITH REFLECTOR (TYPE 'M') FACE OF ADJACENT WALL 5 1/2" 1/2" WOOD BLOCKING 2 X 2 WOOD BLOCKING 6" METAL TRACK (LEAVE GAP IN TRACK BETWEEN ADJACENT STUDS AT EACH ELEC RECEPTACLE) LEASE LINE EXISTING METAL STUDS WOOD BASE BELOW 5/8" CEMENT BOARD TILE CLADDING 1 1/4" X 2 1/2" X 1/8" ALUMINUM CHANNEL TRIM 3 5/8" METAL STUDS EXISTING GYPSUM DRYWALL EXISTING GLASS 5/8" GYPSUM DRYWALL 5/8" GYPSUM DRYWALL 3/4" METAL REVEAL TRIM EXISTING GYPSUM DRYWALL 1 1/4" X 2 1/2" X 1/8" ALUMINUM CHANNEL TRIM 1'-0 1/2" 1/2" TILE CLADDING EXISTING GYPSUM DRYWALL EXISTING METAL STUDS EXISTING METAL STUDS EXISTING GYPSUM DRYWALL 5/8" CEMENT BOARD 3/4" METAL REVEAL TRIM 1 1/4" X 2 1/2" X 1/8" ALUMINUM CHANNEL TRIM (MTL-1) PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A4.2 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 MISCELLANEOUS DETAILS SCALE:3" = 1'-0" CASED OPENING DETAIL3 SCALE:1" = 1'-0" TV NICHE DETAIL4 SCALE:3" = 1'-0" JAMB DETAIL1 SCALE:3" = 1'-0" HEAD DETAIL2 SCALE:3" = 1'-0" COVE LIGHT DETAIL5 SCALE:3" = 1'-0" Drafting 76 SCALE:3" = 1'-0" DETAIL7 R678.7 mm[R26.720] 500.0 mm[19.686] 698.5 mm[27.500] R178.7 mm[R7.034] 500.0 mm[19.686] 698.5 mm[27.500] PLAN VIEW 698.5 mm[27.500] 500.0 mm[19.686] 25.5 mm[1.004] 599.5 mm[23.602] 500.1 mm[19.688] 19.0 mm[0.748] 14.9 mm[0.588] 1001.5 mm[39.430] 50.0 mm[1.969] 2.0 mm[0.079]GAP 1.7 mm[0.066]GAP 175.0 mm[6.890] 59.9 mm[2.357]330.2 mm[13.000] FRONT VIEW 110.0 mm[4.331] SIDE VIEW 500.0 mm[19.685] 801.6 mm[31.559] PART OVERSIZED 1/16"FOR FINISHING PLAN VIEW 2.0 mm[0.079]GAP 200.0 mm[7.874] 25.8 mm[1.014] 825.3 mm[32.490] 599.5 mm[23.602] 48.0 mm[1.890] 825.3 mm[32.490]3.4 mm[0.134]GAP 596.1 mm[23.469] DOOR 25.8 mm[1.014] 22.2 mm[0.875]32.0 mm[1.260] 186.0 mm[7.323]188.0 mm[7.402]225.8 mm[8.888] 599.5 mm[23.602] 175.0 mm[6.890] 175.0 mm[6.890]799.0 mm[31.457] FRONT VIEW SIDE VIEW 60.0 mm[2.364]330.0 mm[12.990]110.0 mm[4.331] 1.359[34.5 mm] 35.000[889.0 mm]Z-CLIP 1.359[34.5 mm] VIEW6 37.719[958.1 mm] 0.625[5/8] 8.500[215.9 mm] 42.500[1079.5 mm]31.500[800.1 mm] 2.500[63.5 mm] VIEW3 VIEW2 2345.4 mm[92.340] 225.4 mm[8.875] 19.1 mm[0.750] 57.3 mm [2.255] PLAN VIEW 2460.0 mm[96.850] 340.0 mm [13.386] 1780.0 mm [70.079] 340.0 mm [13.386]126.2 mm[4.969]260.4 mm[10.250] 1780.0 mm [70.079]225.4 mm[8.875] 57.3 mm [2.255] 762.0 mm[30.000] 2047.0 mm[80.591] 2995.0 mm[117.913] 762.0 mm[30.000] 35.0 mm[1.378] 45.0 mm[1.772] 949.3 mm[37.375]948.0 mm[37.323] 450.0 mm[17.716] 340.0 mm [13.386] 1780.0 mm [70.079] FRONT VIEW 340.0 mm [13.386] 19.1 mm [0.750] SIDE VIEW 354.0 mm[13.937] 2736.0 mm[107.716] 316.7 mm [12.468] 762.0 mm[30.000] 1470.0 mm [57.875]1470.0 mm[57.875] 225.4 mm[8.875] 19.1 mm[0.750] 57.2 mm[2.250] PLAN VIEW 3054.4 mm[120.250] 339.7 mm[13.375]2374.9 mm[93.500]339.7 mm[13.375]126.2 mm[4.969]260.4 mm[10.250] 1187.5 mm[46.750]1187.5 mm[46.750]225.4 mm[8.875] 57.2 mm[2.250] 762.0 mm[30.000] 2995.0 mm[117.913]2995.0 mm[117.913] 762.0 mm[30.000] 2734.7 mm[107.663] 319.8 mm [12.590] 762.0 mm[30.000] 949.3 mm[37.375] 448.7 mm[17.663] 339.7 mm[13.375]2374.9 mm[93.500] FRONT VIEW 339.7 mm[13.375] 19.1 mm [0.750] SIDE VIEW 357.1 mm[14.059] 254.0 mm[10.000]762.0 mm[30.000]762.0 mm[30.000]254.0 mm[10.000] 18.3 mm[0.719]19.1 mm[0.750]PLAN VIEW 2460.0 mm[96.850] 340.0 mm [13.386] 890.0 mm [35.039] 890.0 mm [35.039] 340.0 mm [13.386] 37.3 mm[1.469]186.5 mm [7.344] 134.1 mm[5.281] TYP. 2047.0 mm[80.591] 762.0 mm[30.000] 2995.0 mm[117.913] 441.3 mm[17.375] 948.0 mm [37.323] 508.0 mm[20.000] 762.0 mm[30.000] FRONT VIEW SIDE VIEW 335.1 mm [13.195] 254.0 mm[10.000] 1066.8 mm [42.000]18.3 mm[0.719] 19.1 mm [0.750]PLAN VIEW 3054.0 mm[120.236] 340.0 mm[13.386]1187.0 mm[46.732]1187.0 mm[46.732]340.0 mm[13.386] 37.3 mm[1.469] 186.5 mm[7.344] 131.1 mm [5.163] TYP 2049.0 mm [80.669] 762.0 mm [30.000]2995.0 mm [117.913] 441.3 mm[17.375] 949.0 mm[37.362] 508.0 mm3[20.000]35.1 mm [13.195] 762.0 mm[30.000] 1066.8 mm[42.000]254.0 mm[10.000] FRONT VIEW SIDE VIEW 333.0 mm[13.110]1780.0 mm[70.079]333.0 mm[13.110] 331.3 mm [13.044] 355.1 mm[13.978]TOP VIEW 331.3 mm [13.044]23.7 mm[0.934] 355.1 mm[13.978] 2050.0 mm [80.709] 2999.0 mm [118.071] 2949.3 mm [116.115] 949.0 mm[37.362] 50.0 mm[1.969] FRONT VIEW SIDE VIEW 22.2 mm[0.872] 354.5 mm[13.955] 333.0 mm [13.110] 2374.9 mm [93.500] 333.0 mm[13.110] 333.0 mm[13.110] R313.0 mm[R12.323] 1187.0 mm [46.732] TOP VIEW 1187.5 mm [46.750] 355.2 mm[13.983] 22.2 mm[0.872] 2050.0 mm [80.709] 2999.0 mm[118.071] 2999.3 mm [118.084] 949.3 mm[37.375] FRONT VIEW SIDE VIEW 333.0 mm [13.110] 1187.0 mm [46.732] 1187.0 mm [46.732] 1187.0 mm [46.732] 333.0 mm[13.110] 333.0 mm [13.110]21.5 mm [0.844] R313.0 mm[R12.323] 333.0 mm[13.110]1187.0 mm[46.732] TOP VIEW 1187.0 mm[46.732] 1187.9 mm [46.766] 333.0 mm [13.110] 354.5 mm[13.955] 22.2 mm [0.872] 22.2 mm[0.872] 2050.0 mm [80.709] 2999.0 mm[118.071] 2999.3 mm [118.084] 949.0 mm [37.362] FRONT VIEW SIDE VIEW 1. 37 8[35.0 mm]14. 37 0[365.0 mm] 31. 49 6[800.0 mm] VIEW2SCALE 1 / 4 14. 37 0[365.0 mm]1. 37 8[35.0 mm]0. 98 4[25.0 mm]13. 78 0[350.0 mm]13. 78 0[350.0 mm] 43. 30 7[1100.0 mm]VIEW2SCALE 1 / 4 13. 78 0[350.0 mm]0. 98 4[25.0 mm]1. 37 8[35.0 mm]14. 37 0[365.0 mm] 31. 49 6[800.0 mm] VIEW2SCALE 1 / 4 14. 37 0[365.0 mm]1. 37 8[35.0 mm]0.984[25.0 mm]13.780[350.0 mm]13.780[350.0 mm] 43.307[1100.0 mm]VIEW2SCALE 7/32 13.780[350.0 mm]0.984[25.0 mm] 1 2.BWB.25 DETAILS SCALE: 3/8"=1'-0"2 2.BWB.30 DETAILS SCALE: 3/8"=1'-0"3 2.BWP.25 DETAILS SCALE: 3/8"=1'-0" 6 2.BWS.40 DETAILS SCALE: 3/8"=1'-0"5 2.BWS.30 DETAILS SCALE: 3/8"=1'-0"4 2.BWS.25 DETAILS SCALE: 3/8"=1'-0" 7 2.BWP.30 DETAILS SCALE: 3/8"=1'-0"11 2.VMG.02.2 DETAILS SCALE: 3/8"=1'-0"10 2.VMG,02.1 DETAILS SCALE: 3/8"=1'-0"9 2.VMG.01.2 DETAILS SCALE: 3/8"=1'-0"8 2.VMG.01.1 DETAILS SCALE: 3/8"=1'-0" 12 2.ISL.07.1 DETAILS SCALE: 3/8"=1'-0"13 2.ISL.08.2 DETAILS SCALE: 3/8"=1'-0"14 2.NPA.09.3.B DETAILS SCALE: 3/8"=1'-0" PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A5.1 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FIXTURE DETAILS AK 149.7 mm[5.894]150.4 mm[5.921] 157.1 mm[6.186]93.0 mm[3.662] 185.8 mm[7.313]157.1 mm[6.186] 198.9 mm[7.829] 27.0 mm[1.063] 200.0 mm[7.874] 149.2 mm[5.872]25.5 mm[1.004] 348.0 mm[13.701] 600.1 mm[23.625] 175.0 mm[6.890] 1.6 mm[0.063]796.9 mm[31.375] 800.1 mm[31.500] VIEW7 1.6 mm[0.063] GRAIN 33.5 mm[1.320]500.0 mm[19.685]149.7 mm[5.894] 150.0 mm[5.906] 504.2 mm[19.851] 9.5 mm[0.375] 198.9 mm[7.829] 12.0 mm[0.472] VIEW5 1199.4 mm[47.221] 851.4 mm[33.521] 481.2 mm[18.946]1000.6 mm[39.393] 17.3 mm[0.681] 175.0 mm[6.890] 110.0 mm[4.331]330.2 mm[13.001] VIEW4 59.9 mm[2.358] G C G B B A A C 648.5 mm[25.531] DASHED LINE INDICATESENGRAVING UNIT, BY OTHERS 700.1 mm[27.563] R82.6 mm[R3.250] 179.5 mm[7.067] PLAN VIEW 65.8 mm[2.592]54.0 mm[2.125] R2.0 mm[R0.079] AL TOP EDGES 4.5 mm[0.178] 215.0 mm[8.465] 179.0 mm[7.047] 19.9 mm[0.783] 700.1 mm[27.563] 65.8 mm[2.592] 175.4 mm[6.906]60.3 mm[2.375] 38.1 mm[1.500] 950.9 mm[37.437] 900.1 mm[35.437] 44.5 mm[1.750] 704.9 mm[27.750] 349.3 mm[13.750]111.9 mm[4.406] 190.5 mm[7.500] 50.8 mm[2.000]FRONT VIEW 50.8 mm[2.000] 47.3 mm[1.860]550.1 mm[21.656]SIDE VIEW 44.5 mm[1.750]30.2 mm[1.188] 98.3 mm[3.868]597.3 mm[23.516] 704.9 mm[27.750] 500.1 mm[19.688] 704.9 mm[27.750] E E D D A B B C C A 50.0 mm[1.969] R23.661[R601.0 mm] 48.4 mm[1.907] 1.118[28.4 mm] 47.573[1208.4 mm] TOP VIEW 47.323[1202.0 mm] 7.398[187.9 mm] 349.9 mm[13.777]13.189[335.0 mm] 0.472[12.0 mm] 0.118[3.0 mm] 13.780[350.0 mm] 39.391 3.0 mm[0.118] [1000.5 mm] 599.8 mm[23.614] 50.8 mm[2.000]359.1 mm[14.138] FRONT VIEW 359.1 mm[14.137] 66.3 mm[2.609] 47.244[1200.0 mm]SIDE VIEW 66.3 mm[2.609] 161.1 mm[6.342] 3.2 mm[0.125] 25.591[650.0 mm] 20.984[533.0 mm] TOP VIEW 5.452[138.5 mm] 0.472 16.22016.220[412.0 mm] 37.027[940.5 mm]0.073[1.9 mm] 0.625 15.354[390.0 mm] 8.701 17.323[440.0 mm] LEFT SIDE VIEW 8.268[210.0 mm] FRONT VIEW [221.0 mm]12.283[312.0 mm] [15.9 mm] 0.079[2.0 mm] [412.0 mm]14.134[359.0 mm] [12.0 mm] 10.472[266.0 mm]2.559[65.0 mm] 14.134[359.0 mm] 0.079[2.0 mm] 0.984[25.0 mm]1.260[32.0 mm] 1/8[3.0 mm]20[508.2 mm] 25.591[650.0 mm] 20.728[526.5 mm] TOP VIEW 0.079[2.0 mm] FRONT VIEW RIGHT SIDE VIEW 12.283[312.0 mm]8.701[221.0 mm] 0.079[2.0 mm]0.625[15.9 mm] 31.575[802.0 mm] 14.469[367.5 mm]2.638[67.0 mm] 2.087[53.0 mm] 1.949[49.5 mm] 0.118[3.0 mm]16.220[412.0 mm] 0.9841.260[32.0 mm][25.0 mm]5.827[148.0 mm] 0.118[3.0 mm] D D C A A B B C 1281.0 mm[50.433] 650.0 mm[25.591] PLAN VIEW 240.5 mm[9.469]800.0 mm[31.496]240.5 mm[9.469] 649.0 mm[25.551] 341.0 mm[13.425]50.0 mm[1.969] 545.0 mm[21.457] 402.0 mm[15.827] 12.0 mm[0.472] 1495.0 mm[58.858] 560.0 mm[22.047] 143.0 mm[5.630] 140.0 mm[5.512] 32.0 mm[1.260] 545.0 mm[21.457] 390.0 mm[15.354] 440.0 mm[17.323] FRONT VIEW SIDE VIEW 1.378 5.984[5 31/32] 6.299 500.5 mm[19.705] 13.720[13 23/32] VIEW5SCALE 1 / 8 12.0 mm[0.472]72.1 mm[2.840] 15.9 mm[0.625] 12.0 mm[0.472]197.3 mm[7.766]5.082[5 3/32] 134.3 mm[5.286] 1000.0 mm[39.370] 515.7 mm[20.305] 1.0 mm[0.039] 45.0 mm[1.772] 398.0 mm[15.669]398.0 mm[15.669] 2.0 mm[0.079] 32.0 mm[1.260] 1.0 mm[0.039] 725.0 mm[28.543] 72.1 mm[2.840] 15.9 mm[0.625]79.4 mm[3.125] 800.0 mm[31.496] 275.0 mm[10.827]250.0 mm[9.843]275.0 mm[10.827]100.0 mm[3.937] 500.4 mm[19.699] 101.6 mm[4.000] 15.9 mm[0.625] 152.0 mm[5.984] 15.9 mm[0.625] [160.0 mm] [35.0 mm] 0.5 mm[0.020] 175.0 mm[6.890]175.0 mm[6.890] 0.079[2.0 mm]31 11/32[796.0 mm] VIEW3SCALE 1 / 8 0.079[2.0 mm]60.0 mm[2.362]330.4 mm[13.006] VIEW4SCALE 1 / 8 110.0 mm[4.331] 400.0 mm[15.748] 501.0 mm[19.724] TOP VIEW 12.0 mm[0.472]400.0 mm[15.748] 133.0 mm[5.236] 132.0 mm[5.197] 3.0 mm[0.118] 1000.0 mm[39.370]526.0 mm[20.709] 54.0 mm[2.126] 22.0 mm[0.866] 398.0 mm[15.669] 467.9 mm[18.421] 16.0 mm[0.630] R2.0 mm[R0.079] 32.0 mm[1.260]499.6 mm[19.671] 501.0 mm[19.724] 175.0 mm[6.890] FRONT VIEW 60.0 mm[2.362]330.0 mm[12.991] SIDE VIEW 109.7 mm[4.318] 31.457[799.0 mm] 19.724[501.0 mm] VIEW4 SCALE 1 / 10 0.375[9.5 mm] 11.220[285.0 mm] 1.969[50.0 mm] 39.430[1001.5 mm]20.709[526.0 mm] 6.890[175.0 mm] 0.079[2.0 mm] 15.689[398.5 mm]15.689[398.5 mm] VIEW3SCALE 1 / 10 VIEW5 SCALE 1 / 10 0.039[1/32]2.362[60.0 mm]13.031[331.0 mm]4.331[110.0 mm] 6.890[175.0 mm]6.890[175.0 mm] 1.268[32.2 mm] 0.945[24.0 mm] 32.521[826.0 mm]26.496[673.0 mm] 3.0 mm[0.118] 3.0 mm[0.118] 2.0 mm[0.079] 5.669[144.0 mm] R0.079[R2 mm] 37.953[964 mm] 1.222[31.1 mm] 19.688[500.1 mm] 33.119[841.2 mm] 33.349[847.1 mm]MAX R0.079[R2 mm] PLAN VIEW END ELEVATION 37.953[964 mm] 0.75[3/4] 0.472[12 mm] 31.897[810.2 mm] 33.349[847.1 mm]MAX 33.119[841.2 mm] 0.23[5.8 mm]REF 6.859[6 27/32] CLERK SIDE 19.724[501.0 mm] 5.906[150.0 mm] TOP VIEW 5.9060.472[12.0 mm] 0.0200.020[0.5 mm]0.020[0.5 mm] 32.008[813.0 mm] 39.370[1000.0 mm] 6.890[175.0 mm] 4.4912.362[60.0 mm]12.992[330.0 mm]4.331[110.0 mm][114.1 mm] 0.375[3/8] 1.000[1] FRONT VIEW SIDE VIEW 32.480[825.0 mm] [0.5 mm]0.020[0.5 mm] [150.0 mm] 19.724[501.0 mm] 5.906[150.0 mm] TOP VIEW 5.906[150.0 mm]0.472[12.0 mm] 0.020[0.5 mm] 19.724[501.0 mm] 0.020[0.5 mm]0.020[0.5 mm]0.020[0.5 mm] 32.008[813.0 mm] 39.370[1000.0 mm] 32.480[825.0 mm] 6.890[175.0 mm]0.375[9.5 mm] 4.491[114.1 mm] FRONT VIEW SIDE VIEW 1.375[34.9 mm] 1800.0 mm[70.866] TOP VIEW 12.0 mm[0.472] 9.0 mm[0.354] 3.0 mm[0.118] 1400.0 mm[55.118] FRONT VIEW SECTION A 1.188[1 3/16] 22.688[22 11/16]Z-CLIP 0.075[1/16]25.063[25 1/16] 25.213[25 7/32] SECTION A : 1SCALE 1 / 8 0.075[1/16]3.630[3 5/8] 42.525[42 17/32]42.375[42 3/8]34.625[34 5/8] 0.075[1/16] 1.188[1 3/16] 4.120VIEW30.075[1/16][4 1/8] SECTION C : 1 SCALE 1 / 8 700.0 mm[27.559] R80.2 mm[R3.156] 648.0 mm[25.512] PLAN VIEW 700.0 mm[27.559] 136.5 mm[5.374] 3.2 mm[0.126] 3.4 mm[0.134] 951.6 mm[37.466] 699.0 mm[27.520] 45.0 mm[1.772] 32.0 mm[1.260] 50.0 mm[1.969] 951.6 mm[37.466] 99.6 mm[3.922] 951.6 mm[37.466] 199.2 mm[7.844] 3.0 mm[0.118] 50.0 mm[1.969]648.0 mm[25.512] FRONT VIEW 46.8 mm[1.844]553.5 mm[21.793] 600.4 mm[23.637] SIDE VIEW 80.0 mm[3.150] 649.0 mm[25.551] 600.0 mm[23.622] TOP VIEW 649.0 mm[25.551] 12.0 mm[0.472] R2.0 mm[R0.079] 600.0 mm[23.622] 40.0 mm[1.575]35.0 mm[1.378]3.0 mm[0.118]40.0 mm[1.575] 950.0 mm[37.402] 885.0 mm[34.843] 680.0 mm[26.772] 1.0 mm[0.039]322.0 mm[12.677] 2.0 mm[0.079]322.0 mm[12.677] FEONT VIEW 1.0 mm[0.039] 50.0 mm[1.969] 49.9 mm[1.963] 549.6 mm[21.640] SIDE VIEW 37.953[964.0 mm] 27.559[700.0 mm] R3.150[R80.0 mm]TOP VIEW 1.969[50.0 mm] 0.050[1.3 mm] 1.772 37.462[951.5 mm]27.520[699.0 mm]27.520[699.0 mm] 4.540 0.039[1.0 mm]0.079[2.0 mm]0.079[2.0 mm] 0.039[1.0 mm] 12.679[322.0 mm]12.359[313.9 mm] FRONT VIEW 12.679[322.0 mm]1.969[50.0 mm]5.906[150.0 mm] SIDE VIEW 1.969[50.0 mm] 3.150[80.0 mm] [115.3 mm] 7.334[186.3 mm] 19.685[500.0 mm] 27.421[696.5 mm] [45.0 mm]1.575[40.0 mm] 7.808[198.3 mm]1.1812.362[60.0 mm] 0.165[4.2 mm]13.780[350.0 mm] 1.772[45.0 mm] [30.0 mm] 37.992[965.0 mm] 1.969[50.0 mm] 23.622[600.0 mm] 3.937[100.0 mm]TOP VIEW 30.118[30 1/8] 1.614[41.0 mm]0.118[3.0 mm] 33.346[847.0 mm] 0.079[2.0 mm] 0.039[1.0 mm]12.585[319.7 mm]12.585[319.7 mm]12.585[319.7 mm]0.039[1.0 mm]1.969[50.0 mm] 5.906[150.0 mm] 37.992[965.0 mm] FRONT VIEW 21.654[550.0 mm]SIDE VIEW 1.378[35.0 mm] 7.874[200.0 mm] 0.079[2.0 mm] 3.150[80.0 mm] 1.890[48.0 mm] 33.346[847.0 mm]37.402[950.0 mm] 43.228[1098.0 mm] 1.890[48.0 mm] 0.1181.260[32.0 mm][3.0 mm] 1.614[41.0 mm] 0.472[12.0 mm] 5.827[5 13/16] 3.937[100.0 mm] 1.969[50.0 mm] 5.827[148.0 mm] 37.992[965.0 mm] 11.758[298.7 mm] 1.969[50.0 mm] 23.622[600.0 mm] VIEW4 SCALE 1 / 13 11.535[293.0 mm] 0.209[5.3 mm]15.748[400.0 mm] A 1.102[28.0 mm] 5.906[150.0 mm] 0.118[3.0 mm] 2.165[55.0 mm] 34.843[885.0 mm] 1.890[48.0 mm] 34.843[885.0 mm] 34.252[870.0 mm]37.402[950.0 mm] 0.0790.079 1.969[50.0 mm]0.039[1.0 mm] [2.0 mm] 12.585[319.7 mm]12.585[319.7 mm]12.585[319.7 mm] VIEW3 SCALE 1 / 13 0.039[1.0 mm] [2.0 mm] 0.6251.969[50.0 mm]1.969[50.0 mm]21.654[550.0 mm] VIEW5 SCALE 1 / 13 [15.9 mm]5.906[150.0 mm]3.150[80.0 mm] 1.526[38.8 mm] 59.055[1500.0 mm] 0.118[3.0 mm]0.118[3.0 mm] 0.472[12.0 mm]7.480[190.0 mm] 9.896[251.4 mm] 964.0 mm[37.953]0.5 mm[0.020] 0.5 mm[0.020] 600.0 mm[23.622] PLAN VIEW 963.0 mm[37.913] 50.0 mm[1.969] 3.0 mm[0.118] 950.0 mm[37.402]699.0 mm[27.520] 666.0 mm[26.220] 950.0 mm[37.402] 204.0 mm[8.031] 198.0 mm[7.795] 9.5 mm[0.375]600.0 mm[23.622] 3.0 mm[0.118]204.0 mm[8.031] 50.0 mm[1.969] 1.0 mm[0.039]319.3 mm[12.572] 2.0 mm[0.079] 319.3 mm[12.572] FRONT VIEW 319.3 mm[12.572] 2.0 mm[0.079]SIDE VIEW 1.0 mm[0.039] 49.6 mm[1.955]550.0 mm[21.654] 50.433[1281.0 mm]1.898[48.2 mm] 23.622[600.0 mm] 3.917[99.5 mm]TOP VIEW 42.598[42 19/32] 21.220[539.0 mm] 1.914[48.6 mm] 1.387[1 3/8] 35.433[900.0 mm] 0.079 0.079[2.0 mm] 0.039[1.0 mm]12.710[322.8 mm]12.349[313.7 mm]12.349[313.7 mm]12.710[322.8 mm] 0.079[2.0 mm] 0.039[1.0 mm]1.969[50.0 mm] 50.433[1281.0 mm] FRONT VIEW 21.654[550.0 mm]SIDE VIEW [2.0 mm] 43.36735.433[900.0 mm]37.402[1101.5 mm] [950.0 mm] 1.387[1 3/8]152.4 mm[6.000] 2.087[53.0 mm] 0.472[12.0 mm] 3.917[99.5 mm] 23.6813.976[3 31/32][23 11/16] VIEW12 0.472[15/32] R0.063[R1/16] 0.118[1/8] 34.84336.929[36 15/16][34 27/32] VIEDW101.969 1.969[1 31/32]VIEW11 23.681[601.5 mm] 3.976[101.0 mm]TOP VIEW 0.472[12.0 mm] 0.118[3.0 mm] 37.402[950.0 mm] 34.843[885.0 mm]37.402[950.0 mm] 2.953 0.984[75.0 mm][25.0 mm] 1.969[50.0 mm]1.969[50.0 mm] SIDE VIEW FRONT VIEW 477.8 mm[18.813]DISPLAY CASE 2.0 mm[0.079] 32.5 mm[1.281] 477.8 mm[18.813]DISPLAY CASE 542.9 mm[21.375] 32.5 mm[1.281] 32.5 mm[1.281]542.9 mm[21.375] TOP VIEW 150.0 mm[5.906]2.0 mm[0.079] 52.4 mm[2.063] 250.0 mm[9.844] 1055.6 mm[41.560] 655.5 mm[25.806] 55.6 mm[2.188]18.2 mm[0.715] 438.3 mm[17.257] FRONT VIEW 18.2 mm[0.715] 18.2 mm[0.715]438.3 mm[17.257] SIDE VIEW 18.2 mm[0.715] 1 2.FLX.05.L DETAILS SCALE: 3/8"=1'-0"2 2.FLX.05.R DETAILS SCALE: 3/8"=1'-0"3 2.FLX.12 DETAILS SCALE: 3/8"=1'-0"4 LGO.14.4 DETAILS SCALE: 3/8"=1'-0"5 2.NPA.06.1 DETAILS SCALE: 3/8"=1'-0"6 2.CAD.08 DETAILS SCALE: 3/8"=1'-0" 7 2.ENG.06 DETAILS SCALE: 3/8"=1'-0"8 2.ENT.12 DETAILS SCALE: 3/8"=1'-0"9 2.FRC.08 DETAILS SCALE: 3/8"=1'-0"10 2.FRE.04 DETAILS SCALE: 3/8"=1'-0"12 2.FRE.ADA DETAILS SCALE: 3/8"=1'-0"11 2.FRE.08.1 DETAILS SCALE: 3/8"=1'-0" 13 2.FRE.L DETAILS SCALE: 3/8"=1'-0"14 2.FRE.R DETAILS SCALE: 3/8"=1'-0"15 2.PER.06.1 DETAILS SCALE: 3/8"=1'-0"16 2.PER.06.2 DETAILS SCALE: 3/8"=1'-0" 22 2.PER.09.3 DETAILS SCALE: 3/8"=1'-0" 18 2.PER.09.5 DETAILS SCALE: 3/8"=1'-0" 19 2.PER.12.2 DETAILS SCALE: 3/8"=1'-0"20 2.PER.09.1 DETAILS SCALE: 3/8"=1'-0"21 2.PER.09.2 DETAILS SCALE: 3/8"=1'-0" 17 2.PER.L DETAILS SCALE: 3/8"=1'-0" 23 2.PER.R DETAILS SCALE: 3/8"=1'-0"24 2.PLI.03 DETAILS SCALE: 3/8"=1'-0" PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A5.2 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FIXTURE DETAILS 400.0 mm[15.748] 500.0 mm[19.685] PLAN VIEW 398.5 mm[15.689] 0.5 mm[0.020]0.5 mm[0.020] 28.8 mm[1.132] 50.8 mm[2.000] 999.9 mm[39.368] 35.0 mm[1.378] 596.5 mm[23.484] 3.0 mm[0.118]25.8 mm[1.014] 225.4 mm[8.875] 596.5 mm[23.484]DOOR 599.5 mm[23.602] 175.0 mm[6.890] 175.0 mm[6.890] 397.0 mm[15.630] FRONT VIEW 56.0 mm[2.206]330.0 mm[12.992] 496.0 mm[19.529] SIDE VIEW 110.0 mm[4.331] 500.0 mm[19.685] PLAN VIEW 400.0 mm[15.748]3.0 mm[0.118] GAP 200.0 mm[7.874] 25.5 mm[1.004] 50.8 mm[2.000] 1000.0 mm[39.370] 35.0 mm[1.378] 599.5 mm[23.602] 599.5 mm[23.602]DOOR 25.5 mm[1.004] 25.0 mm[0.984]185.0 mm[7.283]200.0 mm[7.874] 599.5 mm[23.602] 175.0 mm[6.890]175.0 mm[6.890] 397.0 mm[15.630]FRONT VIEW 56.0 mm[2.206]330.0 mm[12.992] 496.0 mm[19.529] SIDE VIEW 110.0 mm[4.331] 25.551[649.0 mm] 25.512[648.0 mm] GLASS 19.685[500.0 mm] PLAN VIEW 1.969 0.118[3.0 mm] 25.433[646.0 mm]7.351[186.7 mm]0.104[2.7 mm] 23.484[596.5 mm]0.079[2.0 mm] 12.697[322.5 mm] 0.039[1.0 mm] 12.697[322.5 mm] 0.039[1.0 mm] 6.890[175.0 mm] 2.2064.331[56.0 mm]FRONT VIEW n1.969[n50.0 mm] SIDE VIEW [110.0 mm] 23.602[599.5 mm] 1.152[29.3 mm]1.014[25.8 mm] 0.375[9.5 mm] 5.520[140.2 mm][50.0 mm] GRAIN GRAIN 500.0 mm[19.685] 650.0 mm[25.591]PLAN VIEW 650.0 mm[25.591] 200.0 mm[7.874] GRAIN 25.8 mm[1.014] 23.602[599.5 mm]0.079[2.0 mm] 12.697[322.5 mm] 0.039[1.0 mm] 12.697[322.5 mm] 0.039[1.0 mm] 6.890[175.0 mm] 2.2064.331[56.0 mm]FRONT VIEW n1.969[n50.0 mm] SIDE VIEW [110.0 mm] 1.132[28.8 mm]3.0 mm[0.118] GAP 1.014[25.8 mm] 23.602[599.5 mm] 186.0 mm[7.323]188.0 mm[7.402] 2.0 mm[0.079] GAP 500.0 mm[19.685]12.0 mm[0.472] GRAIN GRAIN 800.5 mm[31.516] 500.2 mm[19.693] TOP VIEW 800.1 mm[31.500] 225.0 mm[8.858]189.3 mm[7.454] 201.2 mm[7.922]185.0 mm[7.283] 25.4 mm[1.000] 19.0 mm[0.748] 25.5 mm[1.004] 15.0 mm[0.591] 1000.0 mm[39.370] 398.3 mm[15.680] 48.0 mm[1.890]41.5 mm[1.635] 2.0 mm[0.079] 599.5 mm[23.602] 599.5 mm[23.602] 175.0 mm[6.890]175.0 mm[6.890] FRONT VIEW 60.0 mm[2.362]330.0 mm[12.992] SIDE VIEW 500.0 mm[19.685] 110.0 mm[4.331] GRAIN GRAIN 500.0 mm[19.685] VIEW5SCALE 1 / 8 965.0 mm[37.992] 9.5 mm[0.375]964.0 mm[37.953] 189.7 mm[7.467] 26.3 mm[1.034] 999.9 mm[39.368]599.5 mm[23.602]596.5 mm[23.484] 3.0 mm[0.118]3.0 mm[0.118] 321.0 mm[12.638]321.0 mm[12.638]313.0 mm[12.323] 599.5 mm[23.602] 961.0 mm[37.835]25.0 mm[0.984] 9.5 mm[0.375] 12.0 mm[0.472]VIEW A : 2SCALE 1 / 4 199.2 mm[7.842]37.9 mm[1.491] 215.9 mm[8.500] 175.0 mm[6.890]175.0 mm[6.890] VIEW3SCALE 1 / 8 55.8 mm[2.197]VIEW4SCALE 1 / 8 330.2 mm[13.001]110.0 mm[4.331] 2.785 19.68[70.7 mm]37.953[37 15/16] 0.472[15/32] 19.68[19 11/16]33.119[841.2 mm] 33.349[847.1 mm]MAX 0.472[15/32] [499.9 mm] PLAN VIEW 23.705[602.1 mm] 23.674[601.3 mm] END ELEVATION 6.629[168.4 mm] CUSTOMER SIDE 500.0 mm[19.685] 200.0 mm[7.874]17.1 mm[0.675]16.9 mm[0.664]17.3 mm[0.681] GRAIN 25.8 mm[1.014] 825.3 mm[32.490] 599.5 mm[23.602]492.1 mm[19.375] 81.1 mm[3.192]304.8 mm[12.000]79.5 mm[3.132] 50.8 mm[2.000]500.0 mm[19.685]VIEW4VIEW3SCALE 3 / 16 SCALE 3 / 16 VIEW6SCALE 3 / 16 GRAIN GRAIN 500.0 mm[19.685] 200.0 mm[7.874]17.1 mm[0.675]16.9 mm[0.664]17.3 mm[0.681] GRAIN 25.8 mm[1.014] 825.3 mm[32.490] 599.5 mm[23.602]492.1 mm[19.375] 81.1 mm[3.192]304.8 mm[12.000]79.5 mm[3.132] 50.8 mm[2.000]500.0 mm[19.685]VIEW4VIEW3SCALE 3 / 16 SCALE 3 / 16 VIEW6SCALE 3 / 16 GRAIN GRAIN 1.188[1 3/16]22.688[22 11/16]Z-CLIP 0.075[1/16]25.063[25 1/16] 25.213[25 7/32] SECTION A : 1SCALE 1 / 8 25.063[636.6 mm]0.075[1/16]3.625[3 5/8] 42.525[42 17/32] 42.375[42 3/8] 34.625[34 5/8] 0.075[1/16] 1.188[1 3/16] 4.125 VIEW3 SECTION C : 1 SCALE 1 / 8 0.075[1/16][4 1/8] 25.250[641.4 mm] 1.281[32.5 mm] 22.688[576.3 mm]Z-CLIP 1.281[32.5 mm] VIEW6 25.250[641.4 mm]0.625[15.9 mm] 6.000[152.4 mm] 42.500[1079.5 mm]34.625[879.5 mm] VIEW3 1.875VIEW2[47.6 mm] 1.359[1 3/8] 35.000[35] Z-CLIP 1.359[1 3/8] VIEW6 37.719[958.1 mm] 0.625[15.9 mm] 6.000[152.4 mm] 42.500[1079.5 mm]34.625[879.5 mm] 1.875 VIEW3 [47.6 mm] VIEW2 1.188[1 3/16] 35.188[35 3/16]Z-CLIP 0.075[1/16]37.563[37 9/16] SECTION A : 1 SCALE .1 0.075[1/16] 1.188[1 3/16] 37.713[957.9 mm] 0.075[1/16] 6.000[6] 42.525[42 17/32]42.375[42 3/8]34.625[34 5/8] VIEW3 0.075[1/16]1.750[1 3/4] SECTION B : 1 SCALE .1 34.5 mm[1.359] 889.0 mm[35.000]Z-CLIP 34.5 mm[1.359] 15.9 mm[0.625] 99.3 mm[3.909]PLAN VIEW 958.1 mm[37.719] 99.0 mm[3.898] 15.9 mm[0.625] 215.9 mm[8.500] 318.2 mm[12.529]495.3 mm[19.500] 6.4 mm[0.250] 144.0 mm[5.669]1079.5 mm[42.500]19.1 mm[0.750] 487.4 mm[19.188]GRAPHIC SIZE487.4 mm[19.188]GRAPHIC SIZE 184.9 mm[7.281] 495.3 mm[19.500] 99.3 mm[3.909] 19.1 mm[0.750] 812.8 mm[32.000] 144.5 mm[5.690] 19.1 mm[0.750] 310.0 mm[12.205] 125.0 mm[4.921] 318.9 mm[12.553] FRONT VIEW143.2 mm[5.638] 32.8 mm[1.291]TYP 146.1 mm[5.750] 310.5 mm[12.226] 125.0 mm[4.921] 144.0 mm[5.669]SIDE VIEW 50.8 mm[2.000] 442.9 mm[17.438] 442.9 mm[17.438] 442.9 mm[17.438] 442.9 mm[17.438]1.2 mm[0.047]TOP OVERHANGTYP 440.5 mm[17.344] 474.8 mm[18.691] R51.6 mm[R2.031]TOP VIEW 50.8 mm[2.000] 1005.3 mm[39.579]45.6 mm[1.797] 349.2 mm[13.750]45.6 mm[1.797] 1005.3 mm[39.579] 475.0 mm[18.700] 55.6 mm[2.188]349.2 mm[13.750]SIDE VIEW 18.2 mm[0.715] FRONT VIEW 18.2 mm[0.715] 442.9 mm[17.438] 442.9 mm[17.438] 442.9 mm[17.438] R51.6 mm[R2.031]TOP VIEW 88.1 mm[3.469] 1.2 mm[0.047]typ 440.5 mm[17.344] 474.8 mm[18.691]372.0 mm[14.646] 2.7 mm[0.104] 442.9 mm[17.438] 1005.3 mm[39.579] 45.6 mm[1.797] 475.0 mm[18.700] 55.6 mm[2.188]349.2 mm[13.750]SIDE VIEW 30.2 mm[1.188]288.9 mm[11.375] FRONT VIEW 30.2 mm[1.187] 1005.3 mm[39.579] 45.6 mm[1.797] 300.0 mm[11.811]288.9 mm[11.375] MIRROR 49.2 mm[1.938] 386.2 mm[15.204] 820.7 mm[32.313] 2479.7 mm[97.625]MIRROR 2490.0 mm[98.031] 228.6 mm[9.000] Z-CLIP 822.3 mm[32.375] 50.8 mm[2.000] Z-CLIP 50.8 mm[2.000] Z-CLIP 460.7 mm[18.140] VIEW3 VIEW4 VIEW6 48.4 mm[1.906]48.4 mm[1.906] 300.0 mm[11.811] 288.9 mm[11.375] MIRROR 49.2 mm[1.938] 386.5 mm[15.217] 1070.8 mm[42.156] 50.8 mm[2.000] Z-CLIP 50.8 mm[2.000] Z-CLIP 2979.7 mm[117.313] MIRROR 2990.0 mm[117.717] 228.6 mm[9.000] Z-CLIP 1072.4 mm[42.219] 460.4 mm[18.125] VIEW3 VIEW4 VIEW6 48.4 mm[1.906]48.4 mm[1.906] 600.0 mm[23.622]49.2 mm[1.938] 2.9 mm[0.116] 2479.7 mm[97.625] MIRROR 2490.0 mm[98.031] 589.8 mm[23.219] MIRROR 10.0 mm[0.394] FRONT VIEW SIDE VIEW 600.0 mm[23.622]49.2 mm[1.938] 3.3 mm[0.130] 2979.7 mm[117.313] MIRROR 2990.0 mm[117.717] 589.8 mm[23.219] MIRROR 10.0 mm[0.394] FRONT VIEW SCALE 1 / 16 SIDE VIEW SCALE 1 / 16 897.4 mm[35.333]49.2 mm[1.938] 2490.0 mm[98.031] 2479.7 mm[97.625] MIRROR889.0 mm[35.000]MIRROR VIEW4VIEW3 SCALE 1 / 16 SCALE 1 / 16 897.4 mm[35.333]49.2 mm[1.938] 2979.7 mm[117.313] MIRROR 2990.0 mm[117.717] 889.0 mm[35.000] MIRROR VIEW4VIEW3 SCALE 1 / 16 SCALE 1 / 16 600.0 mm[23.622] 403.0 mm[15.866] PLAN VIEW 592.0 mm[23.307] 396.0 mm[15.591] 410.4 mm[16.156]3.5 mm[0.138] 60.0 mm[2.362] 1556.8 mm[61.289] 403.0 mm[15.866] 3.5 mm[0.138] 38.1 mm[1.500] 19.1 mm[0.750]536.9 mm[21.138] 575.0 mm [22.638] FRONT VIEW 19.1 mm[0.750] 15.0 mm [0.591] 38.1 mm[1.500] 38.1 mm [1.500]378.0 mm[14.882] SIDE VIEW 19.1 mm[0.750] 900.0 mm[35.433] 403.0 mm[15.866] PLAN VIEW 892.0 mm [35.118] 396.0 mm[15.591] 410.4 mm[16.156]3.5 mm[0.138] 60.0 mm[2.362] 1556.8 mm [61.289] 403.0 mm[15.866] 3.5 mm[0.138] 38.1 mm[1.500] 19.1 mm[0.750]836.9 mm[32.949] 875.0 mm[34.449] FRONT VIEW 19.1 mm[0.750] 15.0 mm[0.591] 38.1 mm[1.500] 38.1 mm[1.500]19.1 mm[0.750]378.0 mm [14.882] SIDE VIEW 1 2.ISL.08.3 DETAILS SCALE: 3/8"=1'-0"2 2.ISL.09.1 DETAILS SCALE: 3/8"=1'-0"3 2.ISL.ADA DETAILS SCALE: 3/8"=1'-0"4 2.PMR.03.1 DETAILS SCALE: 3/8"=1'-0"5 2.PMR.03 DETAILS SCALE: 3/8"=1'-0"6 2.PMR.06.1 DETAILS SCALE: 3/8"=1'-0" 12 2.ISL.06.1 DETAILS SCALE: 3/8"=1'-0"11 2.ISL.04.2 DETAILS SCALE: 3/8"=1'-0"10 2.ISL.06.2 DETAILS SCALE: 3/8"=1'-0"9 2.ISL.04.1 DETAILS SCALE: 3/8"=1'-0"8 2.ISL.R DETAILS SCALE: 3/8"=1'-0"7 2.ISL.L DETAILS SCALE: 3/8"=1'-0" 13 2.WIN.06 DETAILS SCALE: 3/8"=1'-0"14 2.PLI.01 DETAILS SCALE: 3/8"=1'-0"15 2.PLI.02 DETAILS SCALE: 3/8"=1'-0" 22 2.PMR.06 DETAILS SCALE: 3/8"=1'-0"23 2.PMR.09.1 DETAILS SCALE: 3/8"=1'-0"24 2.PMR.09 DETAILS SCALE: 3/8"=1'-0" 18 2.NPA.09.3.A DETAILS SCALE: 3/8"=1'-0"17 2.NPA.09.1 DETAILS SCALE: 3/8"=1'-0"16 2.NPA.06.3.A DETAILS SCALE: 3/8"=1'-0" 21 2.NPA.09.1.B DETAILS SCALE: 3/8"=1'-0"20 2.NPA.06.2 DETAILS SCALE: 3/8"=1'-0"19 2.WIN.09 DETAILS SCALE: 3/8"=1'-0" PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A5.3 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FIXTURE DETAILS PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A6.1 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 1. AWARD AND REJECTION OF BIDS: THE CONTRACT WILL BE AWARDED TO A RESPONSIBLE BIDDER COMPLYING WITH THESE INSTRUCTIONS, PROVIDED HIS BID IS REASONABLE IN THE JUDGMENT OF THE OWNER. THE OWNER, HOWEVER, RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS, AND TO WAVE ANY INFORMALITY IN BIDS RECEIVED. THE COMPETENCY AND RESPONSIBILITY OF BIDDERS AND OF THEIR PROPOSED SUBCONTRACTORS WILL BE CONSIDERED IN MAKING THE AWARDS. 2. WITHDRAWAL OF BIDS: BIDS MAY BE WITHDRAWN BY THE BIDDER PRIOR TO, BUT NOT AFTER THE TIME DESIGNATED FOR RECEIPT OF BIDS. 3. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-DOCUMENT A-201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, CURRENT EDITION RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS. UTILIZE A.I.A. DOCUMENT A-107 "STANDARD FORM OF AGREEMENT" BETWEEN OWNER AND CONTRACTOR AS THE CONTRACT DOCUMENT. 4. THE TENANT'S GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A-201, TO ACQUAINT THEMSELVES WITH THE ARTICLES CONTAINED THEREIN AND TO REVIEW WITH ALL SUB CONTRACTORS, SUPPLIERS, AND ANY OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. 5. THE TENANT AND THE ARCHITECT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM THE CONTRACT WORK. THE CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY AND SUCH COSTS SHALL BE COMPETITIVE WITH LOCAL CONSTRUCTION COST. 6. WHEN BIDDING THIS PROJECT, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND VERIFYING EXISTING CONDITIONS AS REFLECTED IN THESE CONTRACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. 7. THE GENERAL CONTRACTOR IS REQUIRED TO FAMILIARIZE ALL PERSONS AND SUB-CONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS NOTED IN THESE DRAWINGS, LANDLORD'S DESIGN CRITERIA, AND THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING HIMSELF WITH THE CONTENTS AND THE SCOPE OF THESE SPECIFICATIONS, AND SPECIAL ATTENTION SHOULD BE GIVEN THE SPECIFICATIONS THROUGHOUT THE SPAN OF THIS PROJECT BY THE TENANT'S GENERAL CONTRACTORS. SUPERVISORS, AND SUBCONTRACTORS, AS THE STANDARD ESTABLISHED HEREIN SHALL BE APPLIED, WITH EMPHASIS TO ALL WORK, WORK DECLARED UNACCEPTABLE BY THE OWNER SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE OWNER. 8. TENANT'S GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE REQUIRED TO FURNISH THE FOLLOWING MINIMUM COVERAGE AND LIMITS OF LIABILITY. IF LANDLORD'S REQUIREMENT(S) ARE MORE NUMEROUS IN TYPE OF COVERAGE OR MORE STRINGENT, THE GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO THE ADDITIONAL REQUIREMENTS AND THE MOST STRINGENT OF THESE REQUIREMENTS. a. WORKMAN'S COMPENSATION, AS REQUIRED BY STATE LAW, AND INCLUDING EMPLOYER'S LIABILITY INSURANCE WITH A LIMIT OF NO LESS THAN $2,000,000 AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACT OR OTHER STATUTES APPLICABLE WHERE THE WORK IS TO BE PERFORMED AND WILL PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY UNDER THE AFOREMENTIONED ACTS. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE (INCLUDING CONTRACTOR'S PROTECTIVE LIABILITY) IN ANY AMOUNT NOT LESS THAN $2,000,000 FOR ANY ONE OCCURRENCE WHETHER INVOLVING BODILY INJURY LIABILITY (OR DEATH RESULTING THERE FROM) OR PROPERTY DAMAGE LIABILITY OR A COMBINATION THEREOF WITH A AGGREGATE LIMIT OF $2,000,000. SUCH INSURANCE SHALL PROVIDE FOR EXPLOSION, COLLAPSE, AND UNDERGROUND COVERAGE. SUCH INSURANCE SHALL INSURE TENANT'S GENERAL CONTRACTOR AGAINST ANY AND ALL CLAIMS FOR BODILY INJURY, INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO OR DESTRUCTION OF PROPERTY OF ANY KIND WHATSOEVER AND TO WHOMEVER BELONGING AND ARISING FROM HIS OPERATIONS UNDER THE CONTRACT AND WHETHER SUCH OPERATIONS ARE PERFORMED BY TENANT'S GENERAL CONTRACTOR, SUBCONTRACTORS, OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM. 9. GENERAL CONTRACTOR SHALL PROVIDE OWNER'S PROTECTIVE LIABILITY INSURANCE WHICH WILL INSURE GENERAL CONTRACTOR AGAINST ANY AND ALL LIABILITY TO THIRD PARTIES FOR DAMAGE BECAUSE OF BODILY INJURY LIABILITY (OR DEATH RESULTING THERE FROM) AND PROPERTY DAMAGE LIABILITY OF OTHERS OF A COMBINATION THEREOF WHICH MAY ARISE FROM WORK IN CONNECTION WITH THE LEASED PREMISES, AND ANY OTHER LIABILITY FOR DAMAGES WHICH THE TENANT'S GENERAL CONTRACTOR AND/OR SUBCONTRACTORS ARE REQUIRED TO INSURE AGAINST UNDER ANY PROVISIONS HEREIN.SAID INSURANCE SHALL BE PROVIDED IN MINIMUM AMOUNTS AS FOLLOWS: a. BODILY INJURY, PER OCCURRENCE FOR PERSONAL INJURY AND/OR DEATH: b. PROPERTY DAMAGE LIABILITY: $5,000,000 10.THE GENERAL CONTRACTOR IS REQUIRED TO LIST ALL ADDITIONAL INSURED AS PER LANDLORD'S CRITERIA IN ADDITION TO THE TENANT'S ARCHITECT. INSURANCE REQUIREMENTS NOT OBTAINED BY THE GENERAL CONTRACTOR, AS NOTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE RESPONSIBILITY OF LIABILITY(S) FOR THIS PROJECT. A COPY OF ALL INSURANCE PAPERS ARE TO BE SENT DIRECTLY TO THE TENANT, NOT ONLY FOR REVIEW BUT FOR RECORD DOCUMENT. 11.GUARANTEES FOR ALL WORK BY SUB-CONTRACTORS SHALL BE FOR A PERIOD OF ONE YEAR, UNLESS OTHERWISE NOTED. AT TIME OF FINAL SUBMITTAL FOR ALL COST, INCLUDING BASE BID, EXTRAS, AND CREDITS, THE SUB-CONTRACTORS SHALL FURNISH TO THE GENERAL CONTRACTOR A WRITTEN GUARANTEE STIPULATING THAT, AT NO ADDITIONAL COST TO THE GENERAL CONTRACTOR OR TENANT, ANY DEFECTIVE WORK OR MATERIALS SHALL BE REPAIRED OR REPLACED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF WORK, UNLESS OTHERWISE NOTED. IF SUCH WORK AFFECTS LANDLORD'S WORK, LANDLORD'S WORK IS TO BE COMPLETED BY THE SUB- CONTRACTOR AT NO COST TO THE TENANT. 12.ALL PAYMENTS MADE TO THE GENERAL CONTRACTOR FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY FOR PAYMENTS TO SUB-CONTRACTORS, MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED BY THIS CONTRACT TO PERFORM WORK OR SUPPLY MATERIAL TO THIS PROJECT ONLY. THE GENERAL CONTRACTOR IS REQUIRED TO SUBMIT PARTIAL WAIVERS OR LIENS FOR HIS WORK AS WELL AS SUB-CONTRACTORS OR MATERIAL SUPPLIERS, UPON REQUEST OF THE CLIENT OR CLIENT'S ARCHITECT. THE REQUEST FOR PAYMENT OF THE FINAL 10% RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% PAYMENT IN FULL, BY SUB-CONTRACTORS AND MATERIAL SUPPLIERS. 13.NO EXTRAS FOR COSTS CAN BE AUTHORIZED UNLESS APPROVED BY THE ARCHITECT, THE PROJECT MANAGEMENT COMPANY FOR THE TENANT, OR THE TENANT. AN ISSUANCE OF CREDITS TO BE CALCULATED BASED ON COMPETITIVE RATES AND EQUIPMENT COSTS APPROVED BY THE ARCHITECT, THE PROJECT MANAGEMENT COMPANY FOR THE TENANT, OR TENANT. 14.THE CONTRACTOR AGREES THAT IN PERFORMANCE OF THE WORK CALLED FOR BY THE CONTRACT, THEY WILL IMPLY ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE PROGRESS OF THE PROJECT AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY WITH ALL OTHER CONTRACTORS EMPLOYED ON THE CONSTRUCTION SITE OR ON ANY OTHER BUILDING, STRUCTURE, OR OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE WHICH GENERAL CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER LOCATIONS. 15.FOR CLARIFICATION PURPOSES, TENANT, CLIENT, AND OWNER ARE THE SAME PARTY, LANDLORD IS THE PARTY LEASING THE SPACE TO THE TENANT AND THE GENERAL CONTRACTOR WILL BE REQUIRED TO HANDLE ALL WORK IN THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. 16.ALL DRAWINGS & SPECIFICATIONS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINATING THEIR HIDDEN OR EXPOSED WORK WITH OTHER RELATED TRADES. 17.UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PERMITS. TENANT SHALL PROVIDE UTILITIES. 18.USE OF DRAWINGS: THESE DRAWINGS MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIALS AND/OR MANUFACTURERS. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND/OR CUTS AS REQUIRED TO ASSIST THE TENANT OR HIS AGENT IN MAKING MATERIAL SELECTIONS. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTOR SHALL USE THE MATERIALS SELECTED BY THE TENANT OR, IN ABSENCE OF SAME, HE SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATES. ASSOCIATES IN ARCHITECTURE AND DESIGN SHALL NOT BE HELD RESPONSIBLE FOR ANY DETAILING OR INSTALLATIONS NOT SHOWN ON THESE DRAWINGS. 19.OWNERSHIP OF DRAWINGS: THESE DRAWINGS ARE THE PROPERTY OF TENANT. THEY SHALL NOT BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE TENANT. THESE DRAWINGS ARE TO BE USED FOR THIS SPECIFIC PROJECT, AND ARE NOT TO BE REUSED IN WHOLE OR IN PART FOR ANOTHER PROJECT WITHOUT WRITTEN AUTHORIZATION. ARCHITECT ASSUMES NO LIABILITY FOR UNAUTHORIZED USE OR REPRODUCTION OF THESE DOCUMENTS. 20.SHOP DRAWINGS AND/OR MATERIAL SAMPLES: CONTRACTOR SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS FOR ARCHITECT'S REVIEW. THE ARCHITECT WILL REVIEW THESE DOCUMENTS FOR CONFORMANCE WITH DESIGN INTENT ONLY. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION METHODS, QUANTITY TAKE-OFFS, DIMENSIONS, ETC. THE ARCHITECT WILL STAMP THE DRAWINGS. NO CORRECTIONS NOTED, MAKE CORRECTIONS NOTED OR REVISE AND RESUBMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING REQUESTED ITEMS IN SUFFICIENT TIME FOR ARCHITECT'S REVIEW. 21.TENANT'S DECISION: SHOULD ANY DISPUTE ARISE RESPECTING TRUE CONSTRUCTION AND MEANING OF DRAWINGS OR SPECIFICATIONS, IT SHALL BE DECIDED BY TENANT, WHOSE DECISION SHALL BE FINAL. a. IN CASE OF WORK PERFORMED BY SUBCONTRACTORS AND WHERE GUARANTEES ARE REQUIRED, SECURE WARRANTIES FROM SAID CONTRACTORS ADDRESSED TO AND IN FAVOR OF TENANT, AND DELIVER COPIES OF SAME TO TENANT UPON COMPLETION OF WORK. CONTRACTOR AND ALL SUBCONTRACTORS AND MANUFACTURERS SHALL GUARANTEE WORKMANSHIP AND MATERIALS AND EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF TENANT'S FINAL ACCEPTANCE. b. SHOULD ANY TROUBLE DEVELOP DURING THIS WARRANTY PERIOD DUE TO DEFECTIVE MATERIALS AND/OR FAULTY WORKMANSHIP,THE CONTRACTOR SHALL FURNISH ALL NECESSARY LABOR AND MATERIALS TO CORRECT THE TROUBLE AT NO ADDITIONAL COST TO TENANT. 24.UPON EXECUTION OF THE CONTRACT THE SUCCESSFUL BIDDER SHALL, WITHIN SEVEN (7) DAYS THEREAFTER, SUBMIT THE FOLLOWING: a. A DEFINITIVE JOB CONSTRUCTION SCHEDULE SHOWING KEY DATES FOR COORDINATION WITH TENANT SUPPLIED SERVICES AND/OR MATERIALS. b. CUTS AND/OR SAMPLES OF ANY OR ALL ITEMS, MATERIALS OR SAMPLES REQUIRING TENANT'S APPROVAL THAT ARE NOT REFLECTED IN THE DOCUMENTS. c. COMPLETE LIST OF ALL SUBCONTRACTORS, MATERIAL SUPPLIERS AND VENDORS, TO BE UTILIZED, AND NOTICE OF SAID CONTRACT. 25.THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELDS CONDITIONS AT BUILDING SITE AND PREMISES AND NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BEFORE STARTING ANY WORK. 26.ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CODES, SUB-CODES, AND BUILDING DEPARTMENTS HAVING JURISDICTION. GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR SPECIFIC REQUIREMENTS FOR THIS RETAIL USE. 27.THE GENERAL CONTRACTOR AND THE SUB-CONTRACTOR FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS INCLUDES COST FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION, BUILDING DEPARTMENT PERMIT COST, AND PERMITS COST FOR FIXTURING SUPPLIES BY OWNER (IF APPLICABLE). 28.ALL WORK SHALL CONFORM WITH THE LANDLORD'S DESIGN CRITERIA SUPPLIED BY THE LANDLORD AND MADE PART OF THE TENANT'SLEASE. THE GENERAL CONTRACTOR IS TO OBTAIN A COPY OF THE DESIGN CRITERIA FROM THE TENANT AND THE REQUIREMENTS INCORPORATED IN THE CRITERIA FOR THE GENERAL CONTRACTOR AND SUB-CONTRACTORS WILL BE PART OF THE BIDS BY THE CONTRACTORS. 29.THE TENANT'S GENERAL CONTRACTOR SHALL LAY OUT WORK AS SPECIFIED IN THE DRAWINGS AND SHALL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE, SPECIALLY REGARDING TENANT'S CASE FIXTURE LAYOUT AND EXACT PLACEMENT AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES VERBALLY AND THEN IN WRITING. 30.ALL CONTRACTORS SHALL BE BONDABLE, LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP, IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. THE LANDLORD'S TENANT COORDINATOR FOR THE BUILDING IS TO BE NOTIFIED OF THE NAMES OF ALL SUB- CONTRACTORS PRIOR TO STARTING WORK -SUCH NOTIFICATION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 31.PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET THE LANDLORD'S FIELD REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING AT WHICH TIME, HE WILL PRESENT A LIST OF NAMES, ADDRESSES, BUSINESS,AND HOME TELEPHONE NUMBERS OF THE SUB CONTRACTORS OF THIS PROJECT. 32.THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL COMPLY WITH ALL THE PROVISIONS OF O.S.H.A. (OCCUPATIONAL SAFETY AND HEALTH ACT). 33.THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE PREMISES, "FINAL" LANDLORD APPROVED WORKING DRAWINGS AND BUILDING DEPARTMENT APPROVED PERMIT DRAWINGS. 34.THE GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD FOR THE BUILDING, WHERE BUILDING EQUIPMENT AND MATERIALS ARE TO BE LOCATED AND HOW TRUCK TRAFFIC IS TO BE ROUTED TO AND FROM THE BUILDING. 35.AN APPROVAL BY THE LANDLORD WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE LANDLORD OR BY THE LANDLORD'S DESIGNATED REPRESENTATIVE FOR SUCH PURPOSE. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM LANDLORD ON ALL STRUCTURAL CHANGES DURING THE COURSE OF THE CONSTRUCTION PHASE OF PROJECT AS WELL AS VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION FOR MISCELLANEOUS STEEL FOR H.V.A.C., STEEL FOR MEZZANINES,DECKS, ETC. 36.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR AS REQUIRED BY LANDLORD, OF TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION. THE GENERAL CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. 37.THE GENERAL CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICES; IF SUCH COST ARE SPECIFICALLY NOTED IN THE LEASE TO BE PAID BY THE LANDLORD, THE GENERAL CONTRACTOR IS NOT TO INCLUDE SUCH COST IN THE BID. 38.THE GENERAL CONTRACTOR SHALL IMMEDIATELY ORDER ALL LONG LEAD EQUIPMENT AND NOTIFY THE TENANT IMMEDIATELY OF ANY PROBLEMS REGARDING ABILITY OR DELIVERY AT THE BEGINNING OF THE PROJECT. 39.THE GENERAL CONTRACTOR IS TO VERIFY ALL EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE TENANT OR THE ARCHITECT PRIOR TO START OF CONSTRUCTION. COORDINATION WITH THE ELECTRICAL SUBCONTRACTOR IS MANDATORY TO CAREFULLY CHECK ALL DRAWINGS AND VERIFY EQUIPMENT SELECTION AND CORRECT VOLTAGES, AMPERAGES, ETC. 40.ANY SUBSTITUTION OF FINISH MATERIALS MUST BE APPROVED BY THE ARCHITECT IN WRITING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING TWO (2) SAMPLES OF EACH SUBSTITUTION. 41.THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH THE WORK TO BE PERFORMED BY THE LANDLORD AND BY THE TENANT AS PART OF THE EXECUTED LEASE AGREEMENT AND ANY AND ALL DESIGN CRITERIA. ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO THE ARCHITECT PRIOR TO THE START OF ANY WORK. 42.ANY SCAFFOLDING, SAFETY RAILINGS, BARRICADES, AND/OR PROTECTION DEVICE REQUIRED FOR THE PROJECT WILL BE FURNISHED AND PAID FOR BY THE GENERAL CONTRACTOR AS PART OF THE BASE BID. 43.PROTECTION OF WORK IN PLACE - WORK IN PLACE THAT IS SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED OR BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTIONS SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE AND UNBLEMISHED CONDITION. ALL SUCH WORK SHALL BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE. 44.THE STRUCTURAL SYSTEM OF THE LANDLORD'S BUILDING HAS BEEN DESIGNATED TO CARRY A MAXIMUM LIVE LOAD AS SPECIFIED IN THE LANDLORD'S CRITERIA. LOADING IMPOSED BY ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS SHALL NOT EXCEED SUCH SPECIFIED LOAD. 45.ANY ALTERATIONS, ADDITIONS, OR REINFORCEMENTS TO LANDLORD'S STRUCTURE TO ACCOMMODATE TENANT'S WORK SHALL NOT BE PERFORMED WITHOUT IN EACH INSTANCE TENANT OBTAINING LANDLORD'S PRIOR WRITTEN APPROVAL; AND THE GENERAL CONTRACTOR, IN PERFORMING THIS WORK, SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG AS, OR STRONGER THAN, THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. 46.THE TENANT SHALL APPLY FOR ALL UTILITY METERS. 47.FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES IMMEDIATELY AFTER RECEIPT OF NOTICE TO PROCEED FOR USE AND CONVENIENCE OF ALL THOSE ENGAGED IN THE PROJECT WORK. 48.ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. FAILURE TO MAINTAIN CLEAN STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING SUCH MATERIALS AND DEBRIS REMOVED AND ALL CHARGES FOR MAINTENANCE WILL BE BILLED TO GENERAL CONTRACTOR. 49.COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE BUILDING MANAGER REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION. 50.ALLOWABLE TOLERANCES: UNLESS OTHERWISE NOTED OR INDICATED, THE FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK: a. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES AND ANGLES INDICATED. b. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/8"IN 10'-0" AS MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE. c. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTENDED. d. WALL AND SOFFIT INTERSECTIONS SHALL BE 90 DEGREES OR THE EXACT ANGLE INDICATED OR INTENDED. e. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER BLEMISHES. f. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. g. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS. 51.THE TENANT OR THE TENANT'S SUB-CONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT DURING THE FINAL STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE TENANT TO MINIMIZE CONFLICT AND FACILITATE THE TENANT'S OPERATION. 52.ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION, FABRICATION OR PURCHASING. IN CASE OF CONFLICT BETWEEN THE PROJECT REQUIREMENTS AND/OR EXISTING CONDITIONS, THE ONE WITH THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, AS APPROVED BY THE TENANT. 53.PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO ENSURE THE HIGHEST QUALITY FINISHED PRODUCT - EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES. 54.THE CONTRACTOR SHALL USE ITS BEST EFFORTS TO PREVENT THE OCCURRENCE OF ANY STRIKE, SLOWDOWN, OR OTHER LABOR DIFFICULTIES OR DISPUTES ARISING FROM THE PRESENCE OF THE CONTRACTOR ON THE JOB OR THE ACTIVITIES OF THE CONTRACTOR. 55.THE CONTRACTOR SHALL REMOVE, OR CAUSE TO BE REMOVED, FROM THE JOB ALL EMPLOYEES WHO ARE CONSIDERED UNSATISFACTORY BY TENANT, AFTER NOTICE BY TENANT FOR THE REASON THEREOF. 56.ANY TRADE, WHICH MUST DO WORK IN AN AREA PREVIOUSLY PREPARED, BY ANOTHER TRADE SHALL APPROVE SUCH PRIOR WORK BEFORE COMMENCING. ANY UNSATISFACTORY CONDITIONS SHALL BE REPORTED TO TENANT AND NO WORK SHALL BE DONE IN THE AFFECTED AREA UNTIL THE UNSATISFACTORY CONDITIONS HAVE BEEN ELIMINATED. STARTING WORK SIGNIFIES ACCEPTANCE OF THE AREAS AS SATISFACTORY. 57.SHOULD ANY TRADE DAMAGE WORK OF ANOTHER TRADE, OR SHOULD ANY IMPROPER WORK BY ONE TRADE BE COVERED BY ANOTHER TRADE WHICH RESULTS IN DELAYS OR DEFECTS, ALL AFFECTED WORK, IN WHOLE OR IN PART, SHALL BE CORRECTED BY THE CONTRACTOR WITHOUT ANY EXPENSES TO THE TENANT. 58.THE CONTRACTOR SHALL COORDINATE THE RELATIONS OF THE VARIOUS TRADES TO THE PROGRESS OF THE WORK AND SHALL SEE THAT THE REQUIRED ANCHORAGE OR BLOCKING IS FURNISHED AND SET AT PROPER TIMES. ANCHORAGE AND BLOCKING NECESSARY FOR EACH TRADE SHALL BE A PART OF SAME, EXCEPT WHERE STATED OTHERWISE. 59.COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ACCESSORIES, EQUIPMENT AND FIXTURES. INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT. 60.NO CHANGES IN WORK ORDERED BY AUTHORITIES HAVING JURISDICTION OVER PROJECT SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF TENANT, EXCEPT IN EMERGENCIES INVOLVING HAZARDS TO PERSONS OR PROPERTY. 61.REPAIR PROPERTY DAMAGED BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACES AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY OTHER TRADES, INSTALLERS AND SUB-CONTRACTORS. 62.WHERE REQUESTED BY THE TENANT TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE PROJECT REQUIREMENTS THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT THE TENANT'S COST. IF THE REQUESTED TEST SHOWS NON CONFORMANCE TO FEDERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COSTS TO THE TENANT AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE TENANT, UNLESS THE CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR HAS MADE PREVIOUSLY APPROVED CHANGES. 63.PROVIDE SECURITY OF THE WORK, INCLUDING TOOLED AND UNINSTALLED MATERIALS. PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND TENANT'S PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY UNAUTHORIZED PERSONNEL UNTIL FINAL ACCEPTANCE BY TENANT. 64.MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT. 65.DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL, AND STYLE FOR THE SAME USE THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED. 66.WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS AT NO COST TO THE OWNER. 67.ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS AT NO COST TO THE OWNER. 68.CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND DAMAGE DURING THE CONSTRUCTION PROCESS AND SHALL CLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY. 69.NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR INSPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK. 70.ATTIC STOCK MATERIALS SHALL BE LEFT AT JOB SITE. THEY SHALL BE TAKEN FROM THE SAME MATERIAL, LOT OR RUN USED TO CONSTRUCT AND FINISH THE PROJECT. 71.UPON COMPLETION OF WORK, THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE TO OBTAIN A CERTIFICATE OF COMPLETION AND APPROVAL FROM THE BUILDING DEPARTMENT, OR OTHER AUTHORITIES HAVING JURISDICTION, AND SUBMIT SAME TO THE TENANT'S ARCHITECT. FINAL PAYMENT WILL NOT BE ISSUED PRIOR TO RECEIPT OF SUCH CERTIFICATE(S). 72.THE GENERAL CONTRACTOR SHALL UNLOAD, PROTECT AND INSTALL (INSTALL ONLY IF NOTED TO DO SO), TENANT'S EQUIPMENT, FIXTURES AND FURNISHINGS. 73.THE TENANT'S DESIGN CONCEPT LEAVES ZERO OR MINIMAL CLEARANCE FOR ERROR IN REGARD TO FIXTURE LAYOUT. "HOLD DIMENSION" INDICATIONS ARE TO BE ADHERED TO AND THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR ERROR OR OMISSION. ANY QUESTIONS RELATING TO DIMENSIONING ARE TO BE ADDRESSED TO THE ARCHITECT ONLY. 74.THE GENERAL CONTRACTOR WILL HAVE A MAXIMUM OF 30 DAYS TO COMPLETE ALL PUNCH LIST ITEMS TO THE OWNER'S SATISFACTION. AFTER THIS 30 DAY TIME PERIOD THE OWNER WILL TAKE STEPS TO COMPLETE AND AND ALL OUTSTANDING PUNCH LIST ITEMS - BACK CHARGING ALL COSTS INVOLVED TO RESPECTIVE CONTRACTOR. 75.FINAL PAYMENT / PROJECT CLOSE-OUT: a. TENANT WILL APPROVE FINAL PAYMENT WHEN THE FOLLOWING CONDITIONS ARE MET: 1. OBTAIN PERMITS, CERTIFICATES OF INSPECTION AND OTHER APPROVALS AND RELEASES BY GOVERNING AUTHORITIES REQUIRED FOR TENANT'S OCCUPANCY AND USE OF PROJECT. 2. SUBMIT WARRANTIES AND SIMILAR DOCUMENTS. 3. SUBMIT MAINTENANCE MANUALS. 4. SUBMIT PROOF OF PAYMENT ON FEES, TAXES AND SIMILAR OBLIGATIONS. 5. TRANSFER OPERATIONAL ACCESS, SECURITY AND SIMILAR OBLIGATIONS. 6. OBTAIN CONSENT OF SURETY FOR FINAL PAYMENT. 7. LIEN RELEASES FROM ALL SUBCONTRACTORS AND SUPPLIES. 8. APPROVAL OF ALL "PUNCH LIST" ITEMS AND FINAL CLEANING OF PREMISES. b. TENANT WILL RETAIN A MINIMUM OF 10% OF THE CONSTRUCTION CONTRACT UNTIL THESE ITEMS ARE COMPLETED. COORDINATE CONSTRUCTION WITH LOCAL AUTHORITY. DIVISION 2 - DEMOLITION AND BUILDING ALTERATIONS 1. THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN, NOTED OR IMPLIED ON THE DRAWINGS. CONTRACTOR SHALL DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PROVIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING WORK. 2. AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION, AND FIT NEW TO EXISTING CONSTRUCTION TO MATCH EXISTING WORK. MAKE JOINTS OF NEW AND EXISTING PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS WITH LANDLORD'S CONSTRUCTION CRITERIA AND TENANT'S COORDINATOR. 3. SAW CUT CONCRETE WITH DIAMOND SAW; JACK HAMMERING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD. CUT IN ACCURATELY LOCATED STRAIGHT LINES AND BREAK OUT SECTIONS. FLOOR MAY BE CORE DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE. EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS. IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION. 4. DOORS AND FRAMES: IF DOORS AND FRAME ARE TO BE REUSED ON THE WORK, CAREFULLY REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID DAMAGE. REMOVE HARDWARE, CLEAN, REFURBISH AND STORE FOR REINSTALLATION WHERE INDICATED. FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM OPENING AND DELIVER FOR STORAGE WHERE INDICATED. 5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE: PROVIDE AND PLACE BRACING AND SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED BY G.C. G.C.-ENLISTED STRUCTURAL ENGINEER SHALL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE: PROVIDE AND PLACE BRACING AND SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED BY G.C. G.C.-ENLISTED STRUCTURAL ENGINEER SHALL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 6. ARRANGE AND PAY FOR DISCONNECT, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOCATE SPRINKLER SHUT- OFF VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK. COORDINATE REQUIRED MODIFICATION WITH LANDLORD. 7. CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED. STORE IN A SECURE LOCATION. REMOVE DEBRIS, AND REMOVE ANY MATERIALS BEING DEMOLISHED IMMEDIATELY FROM THE SITE. 8. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO PREVENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES, AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH LANDLORD'S GUIDELINES AND STIPULATIONS. 9. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 10.REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE TENANT. 11.REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED. DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. DIVISION 3 - CONCRETE 1. FOR PATCHING, LEVELING, AND FILLING OF CRACKS AND HOLES IN FLOOR SLAB, USE RAECOLITH "R35" AS UNDERLAYMENT OR APPROVED EQUAL. MIX SHALL BE TWO PARTS MORTAR MIX AND LATEX BINDER MIX AND INSTALL PER MANUFACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. 2. INFILL OF CONCRETE SLAB AREAS SHALL BE IN STRICT COMPLIANCE WITH LANDLORD'S REQUIREMENTS. DIVISION 4 - NOT USED DIVISION 5 - METALS 1. PROVIDE ALL MISCELLANEOUS METAL ITEMS, INCLUDING MATERIALS, FABRICATIONS, FASTENINGS AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPECIFIED. 2. STEEL SHALL BE ASTM-A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING AND ANOTHER DEFECTS AFFECTING APPEARANCE. 3. STEEL TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM - A500 OR A501 AS APPROVED. 4. STEEL PLATES, SHAPES, AND BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A36, A572, OR A992. 5. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM-A606. 6. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM-B221. REVEALS TO BE BLACK ANODIZED FINISH. 7. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. 8. BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH REQUIREMENTS OF ASTMA-307. INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS FOR MEMBERS. FOR SUPPORT OF STRUCTURAL MEMBERS OR CONNECTION THERETO, USE FASTENERS CONFORMING WITH ASTM- A325. FOR STAINLESS STEEL AND NON-FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. 9. MISCELLANEOUS MATERIALS; PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS, METHODS AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLANEOUS METAL ITEMS AS INDICATED ON DRAWINGS. 10.VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION. FABRICATE WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN, AND TRUE. DRILL, COUNTERSINK, TAP AND OTHERWISE PREPARE ITEMS FOR CONNECTIONS WITH WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES. ROUGH JOINT SURFACES NOT PERMITTED. AVOID USING BOLTS AND SCREW UNLESS SPECIFICALLY INDICATED OR APPROVED. WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING. 11.ALL FERROUS METAL ITEMS SHALL BE SHOP-FINISHED. TOUCH UP OR REPAIR DAMAGED AREAS PRIOR TO INSTALLATION WITH SAME MATERIAL. 12.PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM 10 MIL DRY THICKNESS OF AN APPROVED ZINC CHROMATE PRIMER. 13.PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL-MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSEWHERE, AS REQUIRED. 14.FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES, AND BARS. WELD JOINTS WHERE PRACTICAL. PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHOR ANGLES, SLEEVES, ANCHOR PLATE, AND SIMILAR DEVICES, WHETHER IMPLIED OR INDICATED. SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FASTENERS APPROPRIATE TO THE INSTALLATION. DIVISION 6 - WOOD AND PLASTICS 1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN 19%. 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK. USE TYPE "S" TRIM HEAD SCREWS FOR ATTACHMENT OF WOOD TRIM TO METAL STUDS, RUNNERS OR FURRING. 4. RELIEVE BACKS OF WOOD TRIM; KEEP BACKS OF MEMBERS MORE THAN 5" WIDE AND 1" NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. 5. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. 6. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR APPLICATION; INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. 7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. REPLACE DAMAGED SURFACES. 8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURERS RECOMMENDED SOLVENT AND CLEANING PROCESS. 9. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 10.INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING GENERAL CONSIDERATIONS AND REQUIREMENTS: a. INSTALL ALL MATERIAL WITH TIGHT JOINTS. b. MITER CASINGS AND MOLDINGS. c. ALL RUNNING TRIM ONE (1) PIECE UP TO 10'-0". MATCH GRAINS AND COLOR PIECE-TO-PIECE. d. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT SHOW. e. SET FASTENERS FOR PUTTYING. f. WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS, SINK AND PUTTY IN FINISH WOOD SURFACES. g. ALL MEMBERS AND LINES LEVEL AND PLUMB. h. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED OR DEFECTIVE AREAS. i. FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS. PROJECT # DATE ISSUED This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced and is not tobe reproduced or copied in whole or in part. It is only to be used for the project and site specifically indentifiedherein and is not to be used on any other project. It is to be returned upon request. Scales as statedhereon are valid on the original drawing only. Contractorshall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsistency or ommission he may discover. Revisions: Mark Date By Description 11/04/2024 LC/KI ISSUED FOR LL EVOKE 2.0 Q UINA.W ICHMAN N No. C-28957 LI CE N S E D ARCHIT E C T S T A TEOF C A L I F ORNIA Ren. 6/30/25 A6.2 230814 10/21/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 SPECIFICATIONS DIVISION 7 - THERMAL & MOISTURE PROTECTION JOINT SEALERS 1. PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATION TIS-1543 OR FS TIS-230 TYPE II, CLASS A. PROVIDE ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING, NON-DRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MINIMUM 905 SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. 2. PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. DIVISION 8 - DOORS & WINDOWS DOORS AND FRAMES 1. PROVIDE "TIMELY" KNOCKDOWN DOOR FRAMES AT ALL DOORS, FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS. FACTORY PRIMED FINISH. 2. STORE AND PROTECT DOOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND WDMA OR AWS STANDARDS. 3. PROVIDE CUSTOM GRADE HEAVY-DUTY WOOD DOORS PER WDMA OR AWS STANDARDS WITH MINIMUM GRADE B FACES IN ANY SPECIES AND MATCH. 4. FACTORY PRE-MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED. LOCATIONS AND HOLE PATTERNS TO COMPLY WITH SPECIFIED HARDWARE REQUIREMENTS AS PER NFPA 80 STANDARDS FOR DOORS SPECIFIED; AND TO MAINTAIN DOOR MANUFACTURER'S WARRANTY. 5. INSTALLATION OF WOOD DOORS TO COMPLY WITH WDMA OR AWS, SPECIFIC DOOR MANUFACTURERS INSTRUCTIONS, AND NFPA 80. 6. HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS REQUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE. 7. AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY PUTTY HOLES AND IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING. 8. INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL RIGID, PLUMB, LEVEL AND TRUE, ALIGN WITH ADJACENT CONSTRUCTION. SECURE FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL FASTENINGS; ANCHOR TO ADJOINING WALLS WITH SPECIFIED ANCHORS. BRACE DURING CONSTRUCTION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NEEDED USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE NOTED ON DRAWINGS. 9. PREPARE DOOR FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE MANUFACTURERS AND CONFIRM TYPE, LOCATION AND SPECIAL REQUIREMENTS OF HARDWARE FOR EACH DOOR PRIOR TO CUTTING. 10. HANG DOORS AS SCHEDULED ON DRAWINGS IN ACCURATE LOCATIONS WITH 1/8" CLEARANCE AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECIFICALLY NOTED FOR "UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED FOR CARPETING AND MAKE NO JOB SITE FIT CUTS UNLESS APPROVED. HANG PAIRS OF DOORS AS SPECIFIED WITH 3/32" CLEARANCE AT MEETING EDGES. DEMONSTRATE THAT DOORS OPEN FREELY WITHOUT BINDING, AND WHEN CLOSED, WILL LATCH PROPERLY. 11. ACCESS DOORS: PROVIDE ACCESS DOORS BY MILCOR OR EQUAL. USE STYLE "DW" AT WALLS AND CEILINGS (OR AS REQUIRED FOR RATING). SIZE AS INDICATED. FRAME SHALL BE GALVANIZED STEEL DRYWALL BEAD FOR FRAME CONCEALMENT. PANEL SHALL BE 14 GA. STEEL WITH SPRINT TYPE CONCEALED HINGES OPENING TO 175 DEGREES. LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED WITH METAL CAM. PRIME COAT SHALL BE FACTORY APPLIED. COORDINATE INSTALLATION WITH REQUIREMENTS OF OVERHEAD COILING DOOR MANUFACTURER. 12. PROVIDE HOLLOW METAL DOOR CONSTRUCTED WITH THE FOLLOWING MATERIALS: a. MINIMUM 18 GA. FOR FACE SHEETS OF INTERIOR DOORS. b. 16 GA. FOR EDGE CHANNELS. c. MINIMUM 22 GA. FOR FACE STIFFENERS. d. MINIMUM 16 GA. FOR INTERIOR FRAMES. 13. PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS FULLY WELDED SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL EDGES; THICKNESS AS SCHEDULED ON DRAWINGS. 14. FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH THE BEST TRADE PRACTICE AND MANUFACTURERS WRITTEN RECOMMENDATIONS FOR THE USE INTENDED. 15. PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM SIZES AND SHAPES AS INDICATED ON DRAWINGS; FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEFECTS. HARDWARE 1. ALL FINISH HARDWARE FOR COMPLETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED,MATCHING IN QUALITY AND FINISH, THE ITEMS SPECIFIED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION IS MADE. THE HARDWARE SUPPLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 3. PROVIDE HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE WITH REQUIREMENTS OF NFPA 80. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE. 4. HARDWARE SUPPLIER SHALL PROVIDE APPROVED SCHEDULE AND PAPER TEMPLATES TO VARIOUS OTHER SUPPLIERS FOR DOOR AND FRAME PREPARATION FOR HARDWARE. 5. EACH ITEM OF HARDWARE SHALL BE PACKAGED SEPARATELY WITH ALL NECESSARY SCREWS, BOLTS, TAMPONS, KEYS AND INSTALLATION TEMPLATES. DELIVER PACKAGES CLEARLY IDENTIFIED, WITH HEADING NUMBER AS APPROVED ON HARDWARE SCHEDULE. 6. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS AND LOCATE IN ACCORDANCE WITH THE RECOMMENDED LOCATIONS. SET ITEMS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE, AS INDICATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS. 7. MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE. CLEAN AND RE- LUBRICATE OPERATING ITEMS AS NECESSARY, TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCKSETS AND THE CLOSERS TO COMPENSATE FOR OPERATION OF HEATING AND VENTILATING SYSTEMS UNDER THE SUPERVISION OF MANUFACTURERS REPRESENTATIVE. 8. LUBRICATE ALL MOVING PARTS WITH GRAPHITE TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. ALUMINUM STOREFRONT SYSTEMS 1. SYSTEMS ARE TO BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AAMA SFM-1, PERFORMANCE CATEGORY CW. 2. PROVIDE CONCEALED FASTENING WHEREVER POSSIBLE. 3. MANUFACTURER IS RESPONSIBLE FOR ENGINEERING OF SYSTEM AND ALL COMPONENTS. 4. PROVIDE FASTENING METHODS THAT ACCOUNT FOR THERMAL MOVEMENT AND LIVE LOAD DEFLECTION OF BUILDING STRUCTURE. 5. SUBMIT MANUFACTURER'S PRODUCT LITERATURE AND SPECIFICATIONS, AND SHOP DRAWINGS INDICATING JOB-SPECIFIC ELEVATIONS AND SECTION DETAILS. 6. SYSTEM TO BE INSTALLED ONLY BY MANUFACTURER-APPROVED INSTALLERS. 7. ALUMINUM FRAMING MEMBERS ARE TO BE ASTM B221, ALLOY 6063-T5, 0.125" MINIMUM WALL THICKNESS EXTRUSIONS. GLASS AND GLAZING: 1. ALL GLASS EDGES SHALL BE GROUND SMOOTH & POLISHED. 2. GENERAL GLASS SHALL BE IN ACCORDANCE WITH FEDERAL SPECIFICATION DD-G-451 AND FMGA GLAZING MANUAL. 3. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS DETAILED. FRAME SECTIONS SHALL BE CONCEALED WHERE INDICATED. 4. PROVIDE RESILIENT NEOPRENE BLOCKS (70 TO 90 SHORE A DUROMETER) HARDNESS AND RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS. 5. PROVIDE CLIPS OF NON-CORROSIVE METAL DESIGNED FOR CONTACT BLOCKS, NOT GLASS. 6. PROVIDE STANDARD PRE-FORMED GLAZING TAPE, STAINLOCKE 400, TRIMCO 440, OR APPROVED EQUAL. 7. PROVIDE NON-SHRINKING ELASTOMERIC TAPE WHERE REQUIRED. 8. USE SILICONE SEALANT DOW #795 OR GESILPRUF, OR APPROVED EQUAL. 9. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND/OR FACTORY FORMED. TOUCH-UP "RAW" EDGES TO MATCH FRAME. 10.INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE. 11.VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER CLEARANCES ARE SUFFICIENT TO PREVENT "POINT LOADING" AND THAT SURFACES ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL PROTECTIVE COATINGS FROM FRAMING SURFACES. 12.CENTER GLASS IN RABBETS AND POSITION SO AS TO MAINTAIN CLEARANCES ON ALL SIDES, INDOORS AND OUT, IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS. 13.SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY SHALL BE LEVEL, FLUSH, SQUARE, PLUMB AND IN ALIGNMENT WITH OTHER WORK. 14.UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; WASH AND CLEAN ALL GLASS FRAMING MEMBERS. DIVISION 9 - FINISHES METAL SUPPORT SYSTEM (WALL STUDS): 1. PROVIDE CHANNEL-SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH ASTM-C640, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE; NOT LESS THAN 20 GAUGE. PROVIDE 16 GAUGE AT DOOR JAMBS. 2. PROVIDE COLD ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE WHERE INDICATED. 3. PROVIDE ROLL HAT-SHAPED CHANNELS MINIMUM 25 GAUGE, 7/8" DEEP WITH 1/2" HEMMED EDGES, HOT DIPPED FINISH WHERE NOTED. 4. PROVIDE TIE WIRES OF GALVANIZED ANNEALED WIRES NOT LESS THAN 16 GAUGE. 5. PROVIDE GALVANIZED HANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM-C754 6. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND/OR RELIEF SILLS BETWEEN LINTELS AND HEADERS IN TOP TRACKS. 7. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIPMENT, INCLUDING DOOR STOPS. 8. PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS INDICATED ON DRAWINGS. 9. PROVIDE DOUBLE BEAD OF BUTYL SEALANT AT FLOOR TRACKS. APPLY DOUBLE BEAD TO CEILING TRACK AND TO STUDS ABUTTING OTHER CONSTRUCTION. 10.PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL-HUNG CABINETS, EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS THAN 22 GA. MATERIAL. PROVIDE SUPPORT IN WALL OR PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND EQUIPMENT ARE INDICATED ON DRAWINGS, AND WHERE REQUIRED FOR MOUNTING OF MISCELLANEOUS ITEMS REQUIRING BRACING. 11.SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE WITH ASTM STANDARDS. ERECT STUDS AND SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL BLOCKING, BRACING AND ANCHOR STRIPS. LEAVE READY TO RECEIVE FINISH MATERIALS. 12.ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS INDICATED, TRUE TO LINE, LEVEL AND PLUMB, AND IN ACCORDANCE WITH APPLICABLE ASTM STANDARDS, AS REFERENCED ABOVE. USING A LASER LEVEL, ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES. 13.PROVIDE KICK BRACING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEILING MEMBERS, DRAFT OR SMOKE STOPS AND CURTAIN WALLS. PAINT: 1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED HEREINAFTER, INCLUDING SEALING OR CONCRETE FLOOR AT CORRIDOR AND STOCK ROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT AS MAY BE SPECIFIED HEREINAFTER. NO PAINT FINISH IS REQUIRED ON PUTTY AND/OR SEALANT AT ALUMINUM WINDOWS, NON-FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE, STAINLESS STEEL, INTERIOR OR EXTERIOR OF EXISTING BUILDING EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED, GRILLES AND DIFFUSERS. NO PAINTING IS REQUIRED FOR INSULATED PIPING, EXCEPT WHERE EXPOSED IN FINISHED NON MECHANICAL ROOM SPACES. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS WORK REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS AND FASTENINGS PRIOR TO COMMENCING THE WORK. STORE, CLEAN AND REPLACE UPON COMPLETION. 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY. 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN. WHERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT. 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH ONE (1) COAT TINTED PRIMER AND TWO (2) COATS FINAL COLOR COAT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS. 6. DELIVER ALL PAINT TO JOB SITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURERS LABEL AND SHOWING PAINT TYPE, SHEEN AND COLOR. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINTS. 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT BUILD-UP OF FUMES. 9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN DUST OFF. AFTER PRIMING COAT HAS BEEN APPLIED THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. 10.PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH, IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 11.BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH PRIME BACKS OF TRIM. PRIME BARE WOODS SCHEDULED TO RECEIVE PAINT FINISH, FINISH NAIL HOLES, CRACKS AND OTHER IMPERFECTIONS WITH PUTTY AND SAND SMOOTH. 12.AT COMPLETION, TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN CONDITION. 13.OTHER PAINT MANUFACTURERS MAY NOT BE SUBSTITUTED. 14.FINISH INTERIOR SURFACES AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND SUPPLEMENTS HEREINAFTER AND UPON WRITTEN APPROVAL. GYPSUM WALL BOARD: 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF ASTM-336. 2. PROVIDE TYPE "X" FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED AND QUALIFIED FOR 1 HOUR RATING, TAPERED AND ROUNDED AT EDGES THROUGHOUT SPACE, AS INDICATED ON DRAWINGS. 3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS. 4. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8" THICK, QUALIFIED FOR 1-HOUR RATING, TAPERED AND ROUNDED EDGES AND BE INSTALLED IN ALL WET AREAS AND AS INDICATED ON DRAWINGS. 5. FOR CONTROL JOINTS, PROVIDE U.S. GYPSUM #093 OR APPROVED EQUAL. INSTALL IN LOCATIONS AS RECOMMENDED BY INDUSTRY STANDARDS AND IN COMPLIANCE WITH U.S. GYPSUM STANDARDS. 6. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM-C646, UNLESS OTHERWISE NOTED OR INDICATED. PROVIDE TYPE "S" BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING, AND TYPE "S" PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. 7. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALLBOARD CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS. 8. APPLY CONTINUOUS BEAD OF SEALANT AT ALL JOINTS OF WALLBOARD ABUTTING ADJACENT CONSTRUCTIONS, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH WALLBOARD. WHERE UN-EXPOSED, PROVIDE ACOUSTIC SEALANT. 9. APPLY PRE-SEALANT; WHERE UN-EXPOSED, PROVIDE ACOUSTIC INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING AND EMBEDDING IS DRY, APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE, NO SECOND COAT REQUIRED AT INTERIOR ANGLES. FREE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES. 10.PROVIDE LEVEL 5 FINISH AT ALL AREAS EXPOSED TO VIEW. SUSPENDED ACOUSTICAL PANEL CEILINGS: 1. SYSTEM COMPONENTS SHALL CONFORM TO ASTM-C635 INTERMEDIATE DUTY AND UBC STANDARD 47-18 INTERMEDIATE DUTY. INSTALLATION OF SYSTEMS SHALL CONFORM TO ASTMC636, WITH A DEFLECTION OF NOT MORE THAN 1/360 OF THE SPAN. 2. FURNISH AND INSTALL ALL LABOR AND MATERIALS FOR COMPLETE ACOUSTICAL CEILING. REVIEW JOB SCHEDULE TO VERIFY INSTALLATION DATES AND MATERIAL AVAILABILITY. 3. COORDINATE ACOUSTICAL SUSPENSION SYSTEM WORK WITH OTHER SUCH AS CEILING LIGHT FIXTURES AND AIR OUTLETS. PROTECT FINISHED WORK INSTALLED BEFORE INSTALLATION OF ACOUSTICAL SUSPENSION SYSTEM. REPLACE WORK DAMAGED BY WORK UNDER THIS SECTION. 4. MAINTAIN FIRE AND SMOKE RATINGS AS REQUIRED BY CODES AND LANDLORD'S SPECIFICATIONS AND REGULATIONS. 5. ALL LOCKING CROSS TEES SUPPORTING OTHER CROSS TEES SHALL CONFORM TO THE SAME CLASSIFICATION AS THE MAIN RUNNERS. MAIN RUNNERS AND CROSS TEES SHALL BE COLD ROLLED ELECTRO-GALVANIZED STEEL. 6. WALL ANGLE MOLDINGS SHALL BE COLD ROLLED ELECTRO-GALVANIZED STEEL. 7. CORNERS SHALL BE MANUFACTURER'S PREFABRICATED INSIDE AND OUTSIDE CORNER MOLDINGS. 8. FINISH SHALL BE BAKED ENAMEL IN SELECTED COLOR. 9. HANGER SHALL BE 12 GAUGE GALVANIZED STEEL WIRE CONFORMING TO FS QQ-W-461, TYPE 1. 10.INSPECT LOCATIONS TO RECEIVE WORK AND CHECK THE EXISTING DIMENSIONS. BE CERTAIN BEFORE PROCEEDING WITH WORK THAT ALL REQUIRED INSPECTIONS HAVE BEEN MADE. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF RESPONSIBILITY RELATED TO GUARANTEE REQUIREMENTS. 11.THE BUILDING SHALL BE EXAMINED BEFORE BEGINNING WORK TO DETERMINE THAT IT IS PROPERLY ENCLOSED AND THE STRUCTURE IS IN PROPER CONDITION TO RECEIVE ACOUSTICAL MATERIALS. 12.THE AREA SHALL BE BROOM CLEANED AND UNINTERRUPTED FOR FREE MOVEMENT OF SCAFFOLDING. SCAFFOLDING SHALL BE OF A TYPE THAT WILL NOT SCAR OR MAR FLOOR SURFACES AND WILL NOT DAMAGE OTHER CONSTRUCTION. WORK NOT TO PROCEED UNTIL SATISFACTORY CONDITIONS DESCRIBED ABOVE PRESIDE. 13.ATTACH HANGER WIRE TO SOUND, SECURE STRUCTURAL MEMBERS CAPABLE OF CARRYING THE LOAD WITHOUT DEFLECTION. WRAP,BOLT OR CLIP WIRE HANGERS TO STRUCTURAL STEEL MEMBERS, OR INSTALL DROP CLIPS ON STRUCTURAL STEEL MEMBERS AND TIE WIRE HANGERS TO DROP CLIPS. 14.INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING WHERE NECESSARY TO SUSPEND CEILING SYSTEM FIXTURES AND EQUIPMENT AND WHERE SPACING OF STRUCTURAL SUPPORTS EXCEEDS SPECIFIED HANGER SPACING. WHERE DIRECT SUSPENSION OF SUPPLEMENTARY FRAMING FOR SUPPORT OF EQUIPMENT, FIXTURE OR DUCTWORK IS NOT POSSIBLE DUE TO OBSTRUCTIONS,SUPPLEMENTARY FRAMING MAY BE SUSPENDED BY "TRAPEZE" ARRANGEMENT OF HANGER WIRE. SUSPEND LIGHT FIXTURES FROM STRUCTURE BY ATTACHMENT ON ONE HANGER AT EACH CORNER OR THE FIXTURE. 15.FURNISH ADDITIONAL WIRES FOR LIGHTING FIXTURES AND MECHANICAL REGISTERS IN SUSPENDED CEILING. PROVIDE SEISMIC BRACING AS REQUIRED. 16.INSTALL CEILING SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM-C636. LOADING OF ANY COMPONENT MAY NOT CAUSE DEFLECTION OF MORE THAN 1/360 OF THE SPAN. USE LASER LIGHT FOR LAYOUT AND LEVELING. 17.INSTALL MAIN RUNNERS 48 INCHES O.C. TIE HANGER WIRES TO MAIN RUNNERS TIGHTLY WITH AT LEAST THREE FULL TURNS. INTERCONNECT MAIN RUNNERS BY LOCKING CROSS TEES 48 INCHES LONG TO FORM 24 INCH BY 48-INCH MODULES. WHEREVER SHOWN ON THE DESIGN PLANS, THESE MODULES SHALL BE DIVIDED BY CROSS TEES TO FORM 24 INCH BY 24-INCH SECTIONS. PROPER LENGTH LOCKING CROSS TEES SHALL ALSO BE INSTALLED ADJACENT TO ALL SIDES OF RECESSED LIGHT FIXTURES NOT SUPPORTED BY A MAIN RUNNER. 18.ALL SUSPENDED CEILINGS SHALL BE BRACED TO RESIST LATERAL AND HORIZONTAL MOVEMENT AS REQUIRED BY THE GOVERNING CODES. THE TENANT'S G.C. SHALL VERIFY ALL APPLICABLE CODES AND CONFORM. 19.CUT PANELS TO MATCH FIELD PATTERN RECESS. ANY ACOUSTICAL CEILING PANELS LESS THAN FULL SIZE SHALL HAVE CUT EDGES TRIMMED TO MATCH FACTORY REGULAR EDGES. SUSPENDED CEILING SHALL HAVE INTERSECT ALL VERTICAL WALLS AT 90 DEGREES UNLESS OTHERWISE NOTED. 20.UPON COMPLETION OF WORK FOLLOWING INSTALLATIONS OF SUSPENSION SYSTEMS, DIRTY OR DISCOLORED SURFACES OF SUSPENSION COMPONENTS SHALL BE CLEANED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE FROM DEFECTS. COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED SHALL BE REMOVED AND REPLACED WITHOUT ADDITIONAL COST TO THE TENANT. 21.LEAVE FOUR FULL, UNDAMAGED PANELS AT JOB SITE. TILE 1. TILES MUST BE STORED ON A PERFECTLY FLAT AND HORIZONTAL SURFACE FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION IN THE AREA IN WHICH THEY WILL BE INSTALLED. 2. ALL FLOORS AND SURFACES MUST BE LEVEL, SMOOTH, EVEN, DRY, AND FREE FROM ALL DIRT. FLOOR MUST BE SOUND AND PROPERLY PREPARED FOR INSTALLATION. IF SLIGHT LEVELING OF SURFACE IS REQUIRED, USE THE SAME MATERIALS AS SPECIFIED BY TILE MFR.ROOM TEMPERATURE MUST BE BETWEEN 50 AND 90 F. 3. LAYOUT JOB TO ENSURE PROPER PATTERN AND EXACT SPACING BETWEEN TILES. 4. ONLY USE RECOMMENDED SETTING MATERIALS. IT IS STRONGLY RECOMMENDED TO USE HYDRAULIC SETTINGS MATERIALS DUE TO LARGE FORMAT SIZE. READ AND FOLLOW THE ADHESIVE MANUFACTURERS INSTRUCTIONS. 5. WITH THE NOTCHED EDGE OF THE TROWEL (MAX. 3/8" V-NOTCH) SPREAD MORTAR EVENLY ON TO FLOOR. USING STRAIGHT EDGE TROWEL, UNIFORMLY BACK-BUTTER ENTIRE BACK OF TILE. DO NOT ATTEMPT TO COVER TOO LARGE OF AN AREA TO AVOID 'SKINNING'OF SETTING MATERIAL. WITH A RUBBER TILLERS MALLET, TAP TILE TO IMBED AND LEVEL. ENSURE GOOD ADHESION TO SETTING MATERIAL. IN BUTT-JOINTED INSTALLATIONS, MAKE SURE THAT THERE IS NO SETTING MATERIALS BETWEEN TILES. USE APPROPRIATE SPACERS FOR INSTALLATIONS WITH JOINTS. ALLOW SETTINGS MATERIALS TO CURE FOR 24 HOURS BEFORE GROUTING. FIBERGLASS REINFORCED PLASTIC PANELS 1. PROVIDE PANELS, TRIM, SEALANT, AND ACCESSORIES AS INDICATED AND AS RECOMMENDED BY MANUFACTURER. 2. STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UNTIL READY FOR INSTALLATION. 3. STORE AND DISPOSE OF SOLVENT-BASED MATERIALS, AND MATERIALS USED WITH SOLVENT-BASED MATERIALS, IN ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. 4. MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY AND VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS. DO NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE LIMITS. 5. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 6. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. 7. TAKE PANELS OUT OF CARTONS AND ALLOW TO ACCLIMATIZE TO ROOM CONDITIONS FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION. 8. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 9. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. 10.PROTECT EXISTING SURFACES FROM DAMAGE DUE TO INSTALLATION. 11.INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 12.USE THE ADHESIVES RECOMMENDED BY THE PANEL MANUFACTURER UNLESS PROHIBITED BY LOCAL REGULATIONS; OBTAIN MANUFACTURER'S APPROVAL OF ALTERNATIVE ADHESIVES. 13.INSTALL CONTINUOUS BEAD OF SILICONE SEALANT IN EACH JOINT AND TRIM GROOVE AND BETWEEN TRIM AND ADJACENT CONSTRUCTION, MAINTAINING 1/8 INCH (3 MM) EXPANSION SPACE. 14.AVOID CONTAMINATION OF PANEL FACES WITH ADHESIVES, SOLVENTS, OR CLEANERS; CLEAN AS NECESSARY AND REPLACE IF NOT POSSIBLE TO REPAIR TO ORIGINAL CONDITION. 15.PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 16.TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS AFTER SUBSTANTIAL COMPLETION. DIVISION 9 (CONT.) - FINISHES RESILIENT FLOORING 1. MAINTAIN MINIMUM TEMPERATURE OF 65 DEGREES F (18 DEGREES C) IN SPACES TO RECEIVE RESILIENT FLOORING FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION, DURING INSTALLATION, AND FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION. STORE RESILIENT FLOORING MATERIALS IN SPACES WHERE THEY WILL BE INSTALLED FOR AT LEAST 48 HOURS BEFORE BEGINNING INSTALLATION. SUBSEQUENTLY, MAINTAIN MINIMUM TEMPERATURE OF 55 DEGREES F (13 DEGREES C) IN AREAS WHERE WORK IS COMPLETED. 2. INSTALL RESILIENT FLOORING AND ACCESSORIES AFTER OTHER FINISHING OPERATION, INCLUDING PAINTING, HAVE BEEN COMPLETED. DO NOT INSTALL RESILIENT FLOORING OVER CONCRETE SLABS UNTIL THE LATTER HAVE BEEN CURED AND ARE SUFFICIENTLY DRY TO ACHIEVE BOND WITH ADHESIVE AS DETERMINED BY RESILIENT FLOORING MANUFACTURER'S RECOMMENDED BOND AND MOISTURE TEST. 3. ADHESIVES (CEMENTS): WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS. 4. CONCRETE SLAB PRIMER: NON-STAINING TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. 5. LEVELING AND PATCHING COMPOUNDS: LATEX TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. 6. REQUIRE INSTALLER TO INSPECT SUBFLOOR SURFACES TO DETERMINE THAT THEY ARE SATISFACTORY. A SATISFACTORY SUBFLOOR SURFACE IS DEFINED AS ONE THAT IS SMOOTH AND FREE FROM CRACKS, HOLES, RIDGES, COATINGS PREVENTING ADHESIVE BOND, AND OTHER DEFECTS IMPAIRING PERFORMANCE OR APPEARANCE. 7. DO NOT ALLOW RESILIENT FLOORING WORK TO PROCEED UNTIL SUBFLOOR SURFACES ARE SATISFACTORY. 8. PREPARE SUBFLOOR SURFACES AS FOLLOWS: a. USE LEVELING AND PATCHING COMPOUNDS AS RECOMMENDED BY RESILIENT FLOORING MANUFACTURER FOR FILLING SMALL CRACKS, HOLES AND DEPRESSIONS IN SUBFLOORS. b. REMOVE COATINGS FROM SUBFLOOR SURFACES THAT WOULD PREVENT ADHESIVE BOND, INCLUDING CURING COMPOUNDS INCOMPATIBLE WITH RESILIENT FLOORING ADHESIVES, PAINT, OILS, WAXES AND SEALERS. 9. BROOM CLEAN OR VACUUM SURFACES TO BE COVERED, AND INSPECT SUBFLOOR. 10.APPLY CONCRETE SLAB PRIMER, IF RECOMMENDED BY FLOORING MANUFACTURER, PRIOR TO APPLICATION OF ADHESIVE.APPLY IN COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. 11.INSTALL RESILIENT FLOORING USING METHOD INDICATED IN STRICT COMPLIANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. 12.SCRIBE, CUT, AND FIT RESILIENT FLOORING TO PERMANENT FIXTURES, BUILT-IN FURNITURE AND CABINETS, PIPES, OUTLETS AND PERMANENT COLUMNS, WALLS AND PARTITIONS. 13.TIGHTLY CEMENT RESILIENT FLOORING TO SUBBASE WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS,TELEGRAPHING OF ADHESIVE SPREADER MARKS, OR OTHER SURFACE IMPERFECTIONS, HAND ROLL RESILIENT FLOORING AT PERIMETER OF EACH COVERED AREA TO ASSURE ADHESION. 14.LAY TILE FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR OFFSETS, SO THAT TILE AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. ADJUST AS NECESSARY TO AVOID USE OF CUT WIDTHS LESS THAN 1/2 TILE AT ROOM PERIMETERS. LAY TILE SQUARE TO ROOM AXIS, UNLESS OTHERWISE SHOWN. 15.MATCH TILES FOR COLOR AND PATTERN BY USING TILE FROM CARTONS IN SAME SEQUENCE AS MANUFACTURED AND PACKAGED. CUT TILE NEATLY AROUND ALL FIXTURES. BROKEN, CRACKED, CHIPPED OR DEFORMED TILE ARE NOT ACCEPTABLE. 16.ADHERE TILE FLOORING TO SUBSTRATES USING FULL SPREAD OF ADHESIVE APPLIED IN COMPLIANCE WITH FLOORING MANUFACTURER'S DIRECTIONS. 17.LAY SHEET FLOORING TO PROVIDE AS FEW SEAMS AS POSSIBLE WITH ECONOMICAL USE OF MATERIALS. MATCH EDGES FOR COLOR SHADING AND PATTERN AT SEAMS IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. 18.ADHERE SHEET FLOORING TO SUBSTRATES USING METHOD APPROVED BY FLOORING MANUFACTURER FOR TYPE OF SHEET FLOORING AND SUBSTRATE CONDITION INDICATED. a. USE CONVENTIONAL FULL SPREAD ADHESIVE METHOD. b. USE CONVENTIONAL PERIMETER BONDING ADHESIVE PROCEDURES WHERE RECOMMENDED BY FLOORING MANUFACTURER. 19.PREPARE SEAMS IN VINYL SHEET FLOORING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOREMOST INCONSPICUOUS APPEARANCE, SEALING CONTINUOUSLY WITH FLUID-APPLIED SEALANT OR ADHESIVE AS STANDARD WITH MANUFACTURER. 20.APPLY WALL BASE TO WALLS, COLUMNS, PILASTERS, CASEWORK AND OTHER PERMANENT FIXTURES IN ROOMS OR AREAS WHERE BASE IS REQUIRED. INSTALL BASE IN LENGTHS AS LONG AS PRACTICABLE, WITH PRE- FORMED CORNER UNITS.TIGHTLY BOND BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH CONTINUOUS CONTACT AT HORIZONTAL AND VERTICAL SURFACES. a. ON MASONRY SURFACES, OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL VOIDS ALONG TOP EDGE OF RESILIENT WALL BASE WITH MANUFACTURER'S RECOMMENDED ADHESIVE FILLER MATERIAL. 21.PLACE RESILIENT EDGE STRIPS TIGHTLY BUTTED TO FLOORING AND SECURE WITH ADHESIVE. INSTALL EDGING STRIPS AT EDGES OF FLOORING WHICH WOULD OTHERWISE BE EXPOSED. 22.PERFORM THE FOLLOWING OPERATIONS IMMEDIATELY UPON COMPLETION OF RESILIENT FLOORING: a. SWEEP OR VACUUM FLOOR THOROUGHLY. b. DO NOT WASH FLOOR UNTIL TIME PERIOD RECOMMENDED BY RESILIENT FLOORING MANUFACTURER HAS ELAPSED TO ALLOW RESILIENT FLOORING TO BECOME WELL-SEALED IN ADHESIVE. c. DAMP-MOP FLOOR BEING CAREFUL TO REMOVE BLACK MARKS AND EXCESSIVE SOIL. d. REMOVE ANY EXCESS ADHESIVE OR OTHER SURFACE BLEMISHES, USING APPROPRIATE CLEANER RECOMMENDED BY RESILIENT FLOORING MANUFACTURERS. 23.PROTECT FLOORING AGAINST DAMAGE DURING CONSTRUCTION PERIOD TO COMPLY WITH RESILIENT FLOORING MANUFACTURER'S DIRECTIONS. 24.DELIVER STOCK OF MAINTENANCE MATERIALS TO STORE. FURNISH MAINTENANCE MATERIALS FROM SAME MANUFACTURER LOT AS MATERIALS INSTALLED AND ENCLOSED IN PROTECTIVE PACKAGING WITH APPROPRIATE IDENTIFYING LABELS. a. TILE FLOORING: FURNISH NOT LESS THAN ONE BOX FOR EACH 50 BOXES OR FRACTION THEREOF, FOR EACH TYPE, COLOR,PATTERN AND SIZE INSTALLED. DIVISION 10 - SPECIALTIES 1. COORDINATION: COORDINATE ACCESSORY LOCATIONS, INSTALLATION, AND SEQUENCING WITH OTHER WORK TO AVOID INTERFERENCE AND TO ASSURE PROPER INSTALLATION, OPERATION, ADJUSTMENT, CLEANING AND SERVICING OF TOILET ACCESSORY ITEMS. 2. CONFIRM EXISTENCE OF NECESSARY CONCEALED BLOCKING FOR SUPPORT FOR ACCESSORIES BEFORE PROCEEDING WITH INSTALLATION. 3. INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE AND RECOMMENDED BY MANUFACTURER OF UNIT. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED OR AS REQUIRED PER ADA COMPLIANCE. 4. SECURE MIRRORS TO WALLS IN CONCEALED, TAMPERPROOF MANNER WITH SPECIAL HANGERS, TOGGLE BOLTS, OR SCREWS. SET UNITS PLUMB, LEVEL AND SQUARE AT LOCATIONS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR TYPE OF SUBSTRATE INVOLVED. 5. ADJUST TOILET ACCESSORIES FOR PROPER OPERATION AND VERIFY THAT MECHANISMS FUNCTION SMOOTHLY. REPLACE DAMAGED OR DEFECTIVE ITEMS. 6. CLEAN AND POLISH ALL EXPOSED SURFACES IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AFTER REMOVING TEMPORARY LABELS AND PROTECTIVE COATINGS. L-5 L-4 L-6 L-7 L-17 L-2 SPARE SPARE ENTRY LTG FLOOR LTG SALES TRACK SALES TRACK COVE LTG BOH LTG SPARE SPARE C1 L-13 L-3 SPARE SPARE SPARE SPARE SPARE SPARE SIGN STOREFRONT RECEP SPARE SPARE SPARE SPARE SPARE SPARE C3 L-11 L-12 L-9 L-8 SPARE SPARE SPARE SPARE WALL RECEP WALL RECEP FLOOR RECEP ENTRY RECEP SPARE SPARE SPARE SPARE C2 B2B2 B2 B2 B2 B2 B2 C C E J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J JJJJJJJJJJJJJJ J J J J J J J J J J J J J J F F F F F FFFFF F FF F H H H H H H H L-1 L-1 L-2L-2 L-2 L-2L-2 f f NL ff L-4 L-4 L-4 L-4 L-4 L-4 L-4 L-4 L-4 L-4 L-4 L-4 L-4 L-4 NL b b b NL b b b NLbbbb L-4 L-4 L-7 d L-6 c L-5a L-17e M M NL 1 2 2 5 5 55 5 5 5 7 7 8 ETR1 4 6 L-3 L-3 3 3 OS OS L-1 L-1 N M SALES AREA 19 STOCKROOM 21 TOILET ROOM 23 VESTIBULE 20 OFFICE 22 D L-2 A L-2 LIGHTING SYMBOL LEGEND SYMBOL DESCRIPTION $SWITCH X"LOWER CASE LETTER DENOTES CONTROL REFER TO DETAIL THIS SHEET (a)(b)(c) ENTRY FLOOR SALES SALES LTG LTG TRACK TRACK 1. PROVIDE LEVITON 54521-2W (OR EQUIVALENT) TOGGLE SWITCHES FOR ALL TIMECLOCK CONTROLLED RECEPTACLE CIRCUITS. LABEL AS INDICATED IN THE DIAGRAM. 2. PROVIDE LEVITON AWSMT-EBW (OR EQUIVALENT) ELV DIMMER SWITCHES FOR LIGHTNG LOADS AND LABEL AS INDICATED IN DIAGRAM. 3. PROVIDE LIGHTING CONTROL IN THE STOCKROOM BY DOOR LATCH. 4. PROVIDE A DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH FOR BOH LIGHTING CONTROL. (k) (m) FLOOR ENTRY RECEP RECEP (d)(e) (f)(g) COVE BOH WALL WALL LTG LTG RECEP RECEP (h) CIRCUIT L-15 TWO CHANNEL TIME CLOCK, INTERMATIC 'ET285C' OR EQUAL 8-POLE NEMA 1 LIGHTING CONTACTOR, 30A, 600V CONTACTS, 120V COIL, MOMENTARY CONTACT, MECHANICALLY HELD 8-POLE NEMA 1 LIGHTING CONTACTOR, 30A, 600V CONTACTS, 120V COIL, MOMENTARY CONTACT, MECHANICALLY HELD TO L I G H T I N G VI A S W I T C H E S LIGHTING CONTROL DIAGRAM NOTES: 1. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE AND WORKING LIGHTING CONTROL SYSTEM AS INDICATED IN THE DIAGRAM ABOVE. 2. COORDINATE ALL TIMECLOCK PROGRAMMING WITH OWNER PRIOR TO INSTALLATION. INTERMATIC EI235W OVERRIDE TIMER LOCATED ADJACENT TO MAIN SWITCHBANK 8-POLE NEMA 1 LIGHTING CONTACTOR, 30A, 600V CONTACTS, 120V COIL, MOMENTARY CONTACT, MECHANICALLY HELD TO R E C E P T A C L E S VI A S W I T C H E S ELECTR I C A L No. 21399 STATEOF CA L I F O R N I AExp _______3/31/26 JO H NW .QUIL L E NREGISTEREDPROFESSIONALE N GINEER JO H N Q U I L L E N , P E , M B A 83 9 4 G R E E N L E A F D R . CI N C I N N A T I , O H 4 5 2 5 5 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 E101 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 LIGHTING FLOOR PLAN 11/04/2024 E101 1/4" = 1’−0" 1 LIGHTING RCP LIGHTING PLAN KEYED NOTES LIGHTING PLAN GENERAL NOTES 1 PROVIDE SWITCH(ES) AT CONTROL BANK FOR ENTRY, FLOOR, WALL, AND BOH LIGHTING. 2 MALL'S EM/NORMAL EGRESS LIGHTING TO REMAIN. 3 PROVIDE HORIZONTALLY MOUNTED RECEPTACLES WITHIN 18" OF TOP OF STOREFRONT. DEVICE AND COVERPLATE SHALL MATCH ADJACENT FIXTURES. 4 MAINTAIN EXISTING LIGHTING FIXTURE. CONNECT TO NEW BRANCH CIRCUIT AS INDICATED. 5 PROVIDE DUPLEX RECEPTACLE FOR COVE LIGHTING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING OF COVE LIGHTING. RECEPTACLES SHOWN ARE SCHEMATIC. VERIFY QUANTITY REQUIRED (NOT TO EXCEED AMOUNT SHOWN) IN FIELD WITH COVE LIGHTING POWER SUPPLIES. 6 PROVIDE SENSORSWITCH WSX-PDT-2P-FAN-ASHRT TWO POLE OCCUPANCY SENSOR SWITCH FOR CONTROL OF LIGHTING. 7 PROVIDE 4A CURRENT LIMITER FOR TRACK LIGHTING CIRCUIT. 8 PROVIDE DUPLEX RECEPTACLE FOR VERTICAL LED STRIP LIGHTING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING OF STRIP LIGHTING. RECEPTACLES SHOWN ARE SCHEMATIC. VERIFY QUANTITY REQUIRED (NOT TO EXCEED AMOUNT SHOWN) IN FIELD WITH COVE LIGHTING POWER SUPPLIES. A. ALL NIGHT LIGHTS SHOWN AS 'NL', SHALL NOT BE WIRED THROUGH AUTOMATIC SHUTOFF OR LOCAL CONTROLS. B. PROVIDE AND INSTALL ALL LUMINAIRES SHOWN ON PLAN. FOR MOUNTING HEIGHTS, ADDITIONAL LUMINAIRE INFORMATION REFER TO ARCHITECTURAL DRAWINGS. PROVIDE ASSEMBLY FOR ALL LUMINAIRES THAT REQUIRE. C. PROVIDE FINAL ADJUSTABILITY (I.E. AIM) OF ALL DIRECTIONAL LUMINAIRES AFTER INSTALLATION PER DIRECTION FROM SHEET A3.1, THE G.C. AND/OR OWNER. D. COORDINATE ALL SIGN REQUIREMENTS WITH SIGN VENDOR AS IT RELATES TO POWER, PLACEMENT, AND ANY OTHER MANUFACTURER REQUIREMENTS. E. LIGHTING SHALL BE CIRCUITED AS SHOWN ON PLANS. WHEREVER POSSIBLE, BRANCH WIRING SHALL BE THRU-WIRE. F. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL 20A LIGHTING BRANCH CIRCUITS SHALL BE PROVIDED WITH (2) #12 CU, (1) #12 GND. IN 3/4" CONDUIT. G. EMERGENCY AND EXIT LUMINAIRES SHALL BE INSTALLED AND CIRCUITED PER LOCAL AND LATEST NATIONAL ELECTRIC CODE. H. PROVIDE EMERGENCY LIGHTING TO PROVIDE A MINIMUM OF 1 FOOTCANDLE FOR 90 MINUTES AT FLOOR LEVEL FOR EMERGENCY EGRESS. I. EMERGENCY DEVICES SHALL BE PROVIDED WITH NON-SWITCHED CONTINUOUS POWER TO DEVICE EVEN WHEN LUMINAIRE IS OFF. J. ALL LUMINAIRES, SWITCH COVERPLATES, SWITCH(ES), EXIT SIGNS AND ETC. SHALL MATCH ARCHITECTURAL DECOR. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER ITEM NUMBER LAMP VOLTAGE WATTS NOTES A EMERGENCY - WALL MOUNTED MORRIS 73424 LED 120/277 1.8 W B2 SURFACE MOUNTED, FLAT PANEL HALCO BPL/22/WS/2X2-20W/CS-3500K/U LED 120/277 20.0 W C EMERGENCY - FLUSH CEILING CONCEALITE F5000-LED3-90-PT LED 120/277 3.0 W D EXIT - WALL MOUNTED TCP 22743 LED 120/277 2.0 W E EXIT -CEILING RECESSED EXITRONIX S902-WB-SR-RC-WH LED 120/277 3.0 W ETR1 EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN ETR 120 30.0 W F DOWNLIGHT SOLIAS ST2ARM-R-1-BD-PW-NSP-935-700-UNV2-AT2ARM-R-NC LED 120 8.0 W RECESSED ROUND DOWNLIGHT SEMI-GLOSS WHITE H DOWNLIGHT SOLIAS ST2RA-1-BD-SV-NSP-935-2000-UNV LED 120 25.0 W RECESSED ROUND DOWNLIGHT SEMI-GLOSS SILVER GREY J SPOT SOLIAS LCS-1-NSP-9-35-1200-BK-J LED 120 11.0 W ROOM HEIGHT <10'-6"; TRACK MOUNTED (SEE CEILING PLAN FOR TRACK SPEC) M SALES AREA/COVE HERA TAPE/C12/196/3500/PC/79/WH DRIVER - PS24V/96/DIM/S/D LED 120 16.0 W WITH 1" X 1" ANGLE REFLECTOR- BY VENDOR N SCONCE PROGRESS LIGHTING P3111-30 LED 120 75.0 W A. REFER TO ARCHITECTURAL RCP(S), ELEVATIONS, AND DETAILS. FULLY COORDINATE WITH ALL MATERIAL. B. COORDINATE WITH ALL TRADES PRIOR TO INSTALLATION TO AVOID CONFLICTS AND ENSURE SUFFICIENT SPACE ABOVE CEILINGS. C. ALL LUMINAIRES WITHIN A ROOM OR AREA SHALL BE CONTROLLED BY SWITCHES/OCCUPANCY SENSORS SHOWN IN THAT ROOM OR AREA U.N.O. D. LOCATIONS OF LUMINAIRES WITHIN MECHANICAL EQUIPMENT ROOMS SHALL BE COORDINATED IN FIELD WITH INSTALLED EQUIPMENT. LUMINAIRES SHALL BE LOCATED OVER ACCESS PATHWAYS AROUND EQUIPMENT AND NOT OVER TOP OF DUCTWORK WHERE INACCESSIBLE. E. DO NOT SUSPEND LUMINAIRES FROM PIPING OR DUCTWORK. F. PROVIDE APPROPRIATE MOUNTING HARDWARE, UNISTRUT, ALL THREAD, ETC., AS REQUIRED TO SUPPORT ALL LUMINAIRES. G. ALL LUMINAIRES SHALL BE U.L. LISTED. H. INSTALL LUMINAIRES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. I. PROVIDE ALL EXIT SIGNAGE WITH APPROPROATE MOUNTING HARDWARE AND DIRECTIONAL CHEVRONS. E101 1/4" = 1’−0" 2 LIGHTING CONTROL DIAGRAM WAP J J ST 10 11 17 L +36" +36" +18"+18" +48"+79"+79" +18" +18" +18" +18" +26"+26"+26"+26"+26"+26" +26" +26" +26"+26"+26"+26"+26" +69" L-9 L-28 L-9 L-9 L-9 L-9 L-8 L-8 L-8 L-13 L-1 L-19 L-19 L-19 L-19 L-26 L-15 L-11 L-12 L-29 L-24 L-21 L-27 L-10 h g m m m k k k k k 1 1 1 1 1 2 3 3 3 4 6 6 6 6 6 5 TL 1 19 12 7 8 13 14 15 16 DL WH-1 L-16,18 18WH-2 L-20,22 AHU-1 HP-1 L-30,32 L-23,25 19 WP/WR GFCI L-31 ELECTR I C A L No. 21399 STATEOF CA L I F O R N I AExp _______3/31/26 JO H NW .QUIL L E NREGISTEREDPROFESSIONALE N GINEER JO H N Q U I L L E N , P E , M B A 83 9 4 G R E E N L E A F D R . CI N C I N N A T I , O H 4 5 2 5 5 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 1 01/09/2025 MR/MD PERMIT COMMENTS E201 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 POWER FLOOR PLAN 11/04/2024 E201 1/4" = 1’−0" 1 POWER FLOOR PLAN POWER PLAN KEYED NOTES A. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE TO THE LATEST NATIONAL ELECTRIC CODE (NEC) AND BY TRAINED AND LICENSED ELECTRICIANS. B. LIST OF EQUIPMENT, TABULATIONS OF DATA, SCHEDULES, ETC. APPEARING IN THE SPECIFICATIONS OR ON THE DRAWINGS ARE INCLUDED FOR REFERENCE BY THE CONTRACTOR IN ARRIVING AT A MORE COMPLETE UNDERSTANDING OF THE INTENDED INSTALLATION. THEY ARE NOT INTENDED OR TO BE CONSTRUED AS RELIEVING THE RESPONSIBILITY OF THE CONTRACTOR IN MAKING HIS/HER OWN TAKE-OFF AND PROVIDING ALL REQUIRED WORK. C0. COORDINATE EXACT LOCATIONS OF EQUIPMENT WITH CONTRACTOR FURNISHING SUCH. COORDINATE EXACT ELECTRICAL WIRING AND CONNECTION REQUIREMENTS WITH SUBMITTAL DRAWINGS PRIOR TO ROUGH-IN. ALL WIRING REQUIREMENTS SHOWN ARE SCHEMATIC IN NATURE. C1. COORDINATE ALL HVAC AND PLUMBING EQUIPMENT OVER-CURRENT PROTECTIVE DEVICES WITH RESPECTIVE DIVISIONAL PRODUCT DATA SUBMITTALS AND INSTALLING CONTRACTOR PRIOR TO FURNISHING SAID OVER-CURRENT PROTECTIVE DEVICES. C2. COORDINATE SPECIALITY RECEPTACLE AND/OR OUTLET TYPES WITH EQUIPMENT REQUIREMENTS. C3. WHEN LOOSE DISCONNECT SWITCHES ARE FURNISHED UNDER MECHANICAL CONTRACT, RECEIVE AND INSTALL AND PROVIDE ALL FINAL TERMINATIONS NECESSARY. D. PROVIDE ALL LOW VOLTAGE (TELECOMMUNICATION, FIRE ALARM, SECURITY AND ACCESS CONTROL) RACEWAYS. ALL LOW VOLTAGE WIRING SHALL BE RUN IN CONDUIT FROM THE POINT OF THE DEVICE TO THE TELECOMM BACKBOARD. COORDINATE WITH ALL VENDORS. PROVIDE EMPTY 3/4" CONDUITS WITH PULLSTRING. E. PROVIDE ALL RACEWAY FOR HVAC THERMOSTATS AND SENSORS. THERMOSTAT AND SENSORS ARE FURNISHED AND INSTALLED UNDER MECHANICAL DIVISION 23 SCOPE. F. ALL WIRING SHALL BE COPPER, MINIMUM SIZE SHALL BE #12, UNLESS OTHERWISE NOTED. G. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 3% VOLTAGE DROP. H. REFER TO ALL OTHER CONSTRUCTION TRADES' DRAWINGS' AND SPECIFICATIONS' FOR ADDITIONAL ELECTRICAL WORK THAT IS INCLUDED IN DIVISION 26'S SCOPE. I. E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL ELECTRICAL ROUGH-INS, OUTLETS, SWITCHES, DISCONNECTS, CORDS AND PLUGS, AND OTHER SIMILAR ITEMS NECESSARY TO MAKE ALL EQUIPMENT OPERATIONAL. J. ANY PENETRATIONS THROUGH FIRE-RESISTANT/RATED WALLS, PARTITIONS, FLOORS, AND CEILINGS SHALL BE FIRESTOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTANCE RATING. POWER PLAN GENERAL NOTES 1 CORE DRILL AND PATCH UPPER FLOOR SLAB. PROVIDE (1) 1" C. FOR POWER PER CIRCUIT AND (3) 1" C. FOR DATA. ROUTE DATA CONDUIT TO IT RACK. INCLUDE PULL STRINGS IN EACH CONDUIT. 2 PROVIDE (2) LEGRAND 6AT2PBZ3H RECESSED POKE THROUGHS WITH (2) 6CT2BZ3H 6CT2AA3H BRUSHED ALUMINUM COVER-PLATES. PROVIDE (1) DUPLEX RECEPTACLES WITH (1) 6DP MOUNTING PLATE AND (1) 6ACT8A COMMUNICATION MOUNTING PLATE FOR RJ45 CONNECTIVITY. PROVIDE ALL FLANGES, ADJUSTERS, ETC. FOR A COMPLETE INSTALLATION. 3 PROVIDE (1) LEGRAND 6AT2PGY3H RECESSED POKE THROUGHS WITH (1) 6CT2GY3H COVER-PLATES. PROVIDE (1) DUPLEX RECEPTACLES WITH (1) 6DP MOUNTING PLATE. PROVIDE ALL FLANGES, ADJUSTERS, ETC. FOR A COMPLETE INSTALLATION. PROVIDE ALONG STOREFRONT WINDOW FOR MERCHANDISE FIXTURE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION(S) AND MOUNTING HEIGHT(S). 4 PROVIDE (1) 1" C. FOR DATA FOR SHOPPERTRAK TRAFFIC COUNTER. ROUTE CONDUIT TO IT RACK 5 PROVIDE JUNCTION BOX FOR STOREFRONT SIGN. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT. 6 PROVIDE (1) LEGRAND 6AT2PBZ3H RECESSED POKE THROUGHS WITH (1) 6CT2BZ3H 6CT2AA3H BRUSHED ALUMINUM COVER-PLATES. PROVIDE (1) DUPLEX RECEPTACLES WITH (1) 6DP MOUNTING PLATE. PROVIDE ALL FLANGES, ADJUSTERS, ETC. FOR A COMPLETE INSTALLATION. 7 EXISTING DISCONNECT SWITCH TO BE RELOCATED. REFER TO PANEL SCHEDULE FOR ADDITIONAL INFORMATION. 8 EXISTING TRANSFORMERS TO BE RELOCATED TO OFFICE FLOOR. REFER TO PANEL SCHEDULE FOR ADDITIONAL INFORMATION. 9 CONNECT EXHAUST FAN INTO TWO POLE OCCUPANCY SENSOR SWITCH. REFER TO KEYED NOTE 5 ON SHEET E101. 10 PROVIDE FINAL CONNECTION TO NEW HVAC EQUIPMENT. UNIT PROVIDED WITH DISCONNECT SWITCH. REFER TO PANEL SCHEDULES AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 11 PROVIDE FINAL ELECTRICAL CONNECTION AND 20A/2P/NF 208V DISCONNECT SWITCH TO NEW WATER HEATER. REFER TO PANEL SCHEDULE AND PLUMBING SHEETS FOR ADDITIONAL INFORMATION. 12 EXISTING PANELBOARD TO BE RELOCATED. REFER TO PANEL SCHEDULE FOR ADDITIONAL INFORMATION. 13 PROVIDE (1) 1" C. FOR DATA FOR WIRELESS ACCESS POINT. ROUTE CONDUIT TO IT RACK. 14 PROVIDE BRANCH CIRCUIT AS INDICATED FOR GC PROVIDED PLUGMOLD. 15 PROVIDE BRANCH CIRCUIT AS INDICATED FOR GC PROVIDED OUTLET STRIP. 16 PROVIDE JUNCTION BOX FOR SCONCE. REFER TO LIGHTING PLAN FOR ADDTIONAL INFORMATION. 17 PROVIDE NEW ROOF TOP UNIT SERVICE RECEPTACLE AND FINAL ELECTRICAL CONNECTION. 18 MAINTAIN EXISTING ELECTRICAL CONNECTION AND DISCONNECT SWITCH FOR EXISTING WATER HEATER. REFER TO PANEL SCHEDULE AND PLUMBING SHEETS FOR ADDITIONAL INFORMATION. 19 PROVIDE FINAL ELECTRICAL CONNECTION AND 60A/2P/NF 208V NEMA-3R DISCONNECT SWITCH TO NEW HVAC EQUIPMENT. REFER TO PANEL SCHEDULES AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 1 1 1 1 1 1 1 1 208/120V PNL-L 3Ø/4W 100A MCB 100AS 60AF 208Y/120 XFMR L 480△ 30 KVA 100AS 60AF PANEL SCHEDULE LEGEND (EX) = EXISTING CIRCUIT /BREAKER TO REMAIN. (IG) = ISOLATED GROUND CIRCUIT. (L) = PROVIDE LOCK-ON DEVICE (T) = TIME CLOCK CONTROLLED CIRCUIT. (ST) = PROVIDE SHUNT TRIP CIRCUIT BREAKER. (G) = PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER (GFCI) CIRCUIT BREAKER. (M) = PROVIDE SUBMETER FOR HVAC LOAD. COORDINATE EXACT MODEL SUBMETER WITH LANDLORD ENGINEER. 1. PROVIDE HACR RATED BREAKERS FOR ALL MOTOR LOADS. 2. PROVIDE LOCKING TYPE BREAKER (LOCK-ON) FOR ALL LIFE SAFETY AND NIGHT LIGHTING BRANCH CIRCUITS, EVEN IF NOT SPECIFICALLY CALLED OUT CASE-BY-CASE. 3. UNLESS INDICATED OTHERWISE ON PLANS OR SCHEDULES, PROVIDE NEW BRANCH OVERCURRENT PROTECTIVE DEVICE (OPD) BREAKER OR FUSED SWITCH, WITH FUSE, AS APPLICABLE) IN CASES WHERE NEW CIRCUITS OR FEEDERS ARE SHOWN CONNECTED TO EXISTING POWER DISTRIBUTION EQUIPMENT. PROVIDE OPD MANUFACTURED BY THE SAME MANUFACTURER AS THE EXISTING EQUIPMENT IN WHICH IT WILL BE INSTALLED. PROVIDE A.I.C. RATINGS THAT MEET OR EXCEED THE RATINGS OF THE EXISTING EQUIPMENT AND OPD's. PANEL SCHEDULE GENERAL NOTES GENERAL NOTES KEYED NOTES## NOTE: ALL EXISTING CONDITIONS WERE TAKEN FROM LIMITED VISUAL OBSERVATION BY A THIRD PARTY. IF ANYTHING IS NOT INSTALLED AS SHOWN, NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY. PRIOR TO BID AND INSTALLATION, E.C. SHALL VERIFY EXISTING SYSTEM DATA AND ADJUST WIRE SIZES, CONDUIT SIZES, BREAKER SIZES, AND VERIFY GROUNDING, ETC. AS REQUIRED AND IMMEDIATELY NOTIFY ENGINEER PRIOR TO CHANGES. 1∅SINGLE-PHASE 1P SINGLE POLE 3∅THREE-PHASE 4W FOUR-WIRE AF AMPERE FRAME OR AMP FUSE AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING CAPACITY ALT ALTERNATE A AMPERE AT AMPERE TRIP AV AUDIO VISUAL C CONDUIT cd CANDELA CD CONSTRUCTION DOCUMENTS CLG CEILING COMM COMMUNICATION CRI COLOR RENDERING INDEX CT CURRENT TRANSFORMER CU COPPER DISC DISCONNECT EC ELECTRICAL CONTRACTOR EG EQUIPMENT GROUND EMT ELECTRICAL METALLIC TUBING EPO EMERGENCY POWER OFF ETR EXISTING TO REMAIN FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FC FOOTCANDLE FLA FULL LOAD AMPS FMC FLEXIBLE METALLIC CONDUIT GND GROUND GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER HP HORSEPOWER IMC INTERMEDIATE METAL CONDUIT IR INFRARED JBOX JUNCTION BOX kV KILOVOLT kVA KILOVOLT AMPERE kW KILOWATT kWH KILOWATT HOUR LV LOW VOLTAGE MC METAL-CLAD MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MDP MAIN DISTRIBUTION PANEL MOCP MAXIMUM OVERCURRENT PROTECTION MLO MAIN LUGS ONLY MTD MOUNTED MTG MOUNTING NA NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEUT NEUTRAL NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NM NON-METALLIC NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PC PHOTOCELL PNL PANEL PWR POWER RCP REFLECTED CEILING PLAN RMC RIGID METAL CONDUIT RMS ROOT MEAN SQUARE SE SERVICE ENTRANCE SER SERVICE ENTRANCE RATED SF SQUARE FOOT (FEET) SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TC TIME CLOCK TV TELEVISION AND/OR MONITOR TYP TYPICAL UL UNDERWRITERS LABORATORY V VOLT VA VOLT AMPERE VOLT VOLTAGE W WATT WH WATER HEATER WP WEATHERPROOF XFMR TRANSFORMER ELECTRICAL ABBREVIATIONS GFI GFI/WP USB DUPLEX RECEPTACLE DUPLEX RECEPTACLE - GFI DUPLEX RECEPTACLE - GFI/WEATHERPROOF DUPLEX RECEPTACLE - USB SPECIAL RECEPTACLE DUPLEX RECEPTACLE - TOP SWITCHED QUADRUPLEX RECEPTACLE JUNCTION BOX SWITCH SWITCH - 3 WAY SWITCH - 4 WAY SWITCH WITH DIMMER SWITCH WITH OCCUPANCY SENSOR 3 4 D OC ELECTRICAL SYMBOLS DISCONNECT SWITCH - NON FUSED CABLE TV RECEPTACLE TV DISCONNECT SWITCH - FUSED FLOOR BOX SIMPLEX RECEPTACLE CEILING MOUNTED OCCUPANCY SENSOR CDUPLEX RECEPTACLE - COUNTER HEIGHT TTHERMOSTAT TIME CLOCK TC A/V RECEPTACLE AV PANIC BUTTON PB DOOR RELEASE DR CARD READER CR ELECTRIC STRIKE ES MAGNETIC LOCK M CEILING MOUNTED WIRELESS ACCESS POINT MMOTION SENSOR WAP DATA RECEPTACLE FLOOR MOUNTED DATA RECEPTACLE CEILING MOUNTED DATA RECEPTACLE PLDUPLEX RECEPTACLE - PLUG LOAD CONTROLLED QUADRUPLEX RECEPTACLE - PLUG LOAD CONTROLLED PL J ALL MOUNTING HEIGHTS ARE BASED ON NECA-1, NATIONAL ELECTRICAL CONTRACTOR'S ASSOCIATION STANDARD PRACTICE OF GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION, UNLESS OTHERWISE NOTED. ALL HEIGHTS ARE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE. WALL SWITCHES 48" (120 cm) RECEPTACLE OUTLETS (GENERAL) 18" (45 cm) RECEPTACLE OUTLETS (COUNTER HEIGHT) 42" (105 cm) OR 6" (15 cm) ABOVE COUNTERTOP. INSTALL ABOVE BACKSPLASH, IF APPLICABLE SPECIAL PURPOSE OUTLET WITHIN 72" (180 cm) OF INTENDED USE TELEPHONE OUTLETS 18" (45 cm) WALL INTERCOM STATIONS 48" (120 cm) NIGHT LIGHTS 18" (45 cm) WALL LIGHTING OUTLETS 84" (210 cm) THERMOSTATS 48" (120 cm) PUSH BUTTONS 48" (120 cm) BELLS, BUZZERS, CHIMES 96" (240 cm) PREFERRED, OR 6" (15 cm) BELOW CEILING FIRE ALARM PULL STATIONS 48" (120 cm) FIRE ALARM (GONGS, BELLS, HORNS, LIGHTS) 80" (200 cm) AFF PREFERRED, OR 6" (15 cm) BELOW CEILING ELECTRICAL ABBREVIATIONS TENANT SPACEMECHANICAL ROOM 1 LANDLORD WIREWAY 3 7 9 6 8 10 2 11 J 4 5 ELECTR I C A L No. 21399 STATEOF CA L I F O R N I AExp _______3/31/26 JO H NW .QUIL L E NREGISTEREDPROFESSIONALE N GINEER JO H N Q U I L L E N , P E , M B A 83 9 4 G R E E N L E A F D R . CI N C I N N A T I , O H 4 5 2 5 5 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 1 01/09/2025 MR/MD PERMIT COMMENTS E301 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 SINGLE LINE DIAGRAM 11/04/2024 1 EXISTING LANDLORD CONNECTION TO UTILITY TO REMAIN. 2 EXISTING 100AS/3P/60AF DISCONNECT SWITCH TO REMAIN. 3 EXISTING METER TO REMAIN. 4 EXISTING (4)#4 CU AWG & (1)#10 CU AWG GND. IN 1" CONDUIT TO REMAIN. 5 E.C. SHALL INTERCEPT EXISTING ELECTRICAL FEEDERS AND CONDUITS'. PROVIDE ALL REQUIRED SPLICE BOXES, AND EXTEND TO NEW PANELS - FEILD VERIFY AND MATCH EXISTING. COORDINATE EXACT LOCATION OF CONDUITS ENTERING SPACE IN FIELD PRIOR TO BID. 6 PROVIDE (4)#4 CU AWG & (1)#10 CU AWG GND. IN 1" CONDUIT. 7 EXISTING 100AS/3P/60AF DISCONNECT SWITCH TO BE RELOCATED. 8 PROVIDE (3)#4 CU AWG & (1)#10 CU AWG GND. IN 1" CONDUIT. 9 EXISTING 30 KVA TRANSFORMER TO BE RELOCATED. 10 PROVIDE (4)#1 CU AWG & (1)#8 CU AWG GND. IN 1-1/2" CONDUIT. 11 EXISTING PANEL TO BE RELOCATED. A. PARALLEL FEEDER CONDUCTORS SHALL BE CUT TO EXACTLY THE SAME LENGTHS AND SHALL BE FROM THE SAME FACTORY RUN. ALL CONNECTIONS FOR SAME SHALL BE TORQUED TO IDENTICAL VALUES. B. EXTERIOR ELECTRICAL WORK SHALL NOT ONLY BE WEATHERPROOF AND WATER-TIGHT, BUT SHALL ALSO BE RUST-RESISTANT. C. CONDUCTORS BELOW GRADE OR SUBJECT TO MOISTURE SHALL BE "XHHW-2". D. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED IN STRICT COMPLIANCE WITH N.E.C., INCLUDING N.E.C. ARTICLE 250 AND TABLE 250-122. THESE CONDUCTORS MAY NOT BE INDICATED ON RISERS OR SINGLE-LINES, BUT SHALL BE PROVIDED UNDER BASE BID NEVERTHELESS. E. WORKING CLEARANCES SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT (SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, STARTERS, DISCONNECTS, ETC. AS APPLICABLE) IN STRICT COMPLIANCE WITH N.E.C. CHAPTER 1, PART B, SECTION 110-26(a). LOCATIONS SHOWN ON FLOOR PLANS ARE SCHEMATIC AND DIAGRAMMATIC IN NATURE. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE ABOVE N.E.C. REFERENCE. THIS REQUIREMENT APPLIES TO EQUIPMENT ON FLOOR PLANS AS WELL AS TO EQUIPMENT SHOWN ON RISER. F. HOLD ALL NEW OVERHEAD ELECTRICAL WORK AS TIGHT AS POSSIBLE TO THE BOTTOM OF THE OVERHEAD STRUCTURE. LOCATE ANY RELATED PULLBOXES SO THAT THEY WILL BE FULLY ACCESSIBLE AFTER ALL CONSTRUCTION WORK IS COMPLETE. AS WITH ALL WORK, COORDINATE IN ADVANCE WITH ALL OTHER TRADES. G. ALL PANELS HAVE NEMA 1 ENCLOSURES UNLESS NOTED OTHERWISE. H. BALANCE ALL PANEL LOADS SO PHASES ARE WITHIN 10% OF EACH OTHERS. I. PROVIDE HACR CIRCUIT BREAKER FOR ALL MOTOR LOADS. E301 N.T.S. 1 SINGLE LINE DIAGRAM TOTAL CALC. DEMAND 79 A TOTAL CONN. LOAD 80 A RECEPTACLE (NEC 220.44) 11680 VA 92.81% 10840 VA TOTAL CALC. DEMAND 28597 W NONCONTINUOUS/OUTLET DEVICES (NEC 210.21 &... 6800 VA 100.00% 6800 VA NONCOINCIDENT LOAD 0 W LIGHTING (NEC 220.42) 2916 VA 125.00% 3645 VA TOTAL CONN. LOAD 28708 VA HEATING AND COOLING (NEC 440.41 & 424.3) 7350 VA 100.00% 7350 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS Total Amps:89 A 60 A 98 A Total Load:10241 VA 7216 VA 11256 VA 41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42 39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40 37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38 35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36 33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34 31 HVAC SERVICE RECEPTACLE 20 A 1 180 VA 738 VA 32 29 (L) IT RACK 20 A 1 720 VA 738 VA 2 15 A AHU-1 30 27 OUTLET STRIP 20 A 1 540 VA 180 VA 1 20 A (L) POS 28 25 3058 VA 700 VA 1 20 A MICROWAVE/FRIDGE 26 23 HP-1 50 A 2 3058 VA 1440 VA 1 20 A MANAGER'S DESK RECEPTACLES 24 21 SECURITY MONITOR 20 A 1 360 VA 2400 VA 22 19 STORAGE RECEPTACLES 20 A 1 720 VA 2400 VA 2 30 A WH-2 20 17 (T) COVE LIGHTING 20 A 1 1440 VA 1000 VA 18 15 (L) DIGITAL DISPLAY 20 A 1 180 VA 1000 VA 2 20 A WH-1 16 13 (T) SIGN 20 A 1 500 VA 200 VA 1 20 A TIME CLOCK / LIGHTING CONTACTOR 14 11 (T) WALL RECEPTACLE 20 A 1 1260 VA 1080 VA 1 20 A (T) WALL RECEPTACLE 12 9 (T) FLOOR RECEPTACLE 20 A 1 900 VA 1080 VA 1 20 A OUTLET STRIP 10 7 (T) SALES TRACK 20 A 1 600 VA 540 VA 1 20 A (T) ENTRY RECEPTACLE 8 5 (T) ENTRY LIGHTING 20 A 1 179 VA 480 VA 1 20 A (T) SALES TRACK 6 3 (T) STOREFRONT RECEPTACLE 20 A 1 360 VA 216 VA 1 20 A (T) FLOOR LIGHTING 4 1 (T) BOH LIGHTING 20 A 1 642 VA 104 VA 1 20 A (T) BOH LIGHTING 2 CKT CIRCUIT DESCRIPTION TRIP POLES A B C POLES TRIP CIRCUIT DESCRIPTION CKT ENCLOSURE:Type 1 MCB RATING:100 A MOUNTING:Surface WIRES:4 MAINS RATING:100 A SUPPLY FROM:TL PHASES:3 MAINS TYPE:MCB LOCATION:OFFICE 22 VOLTS:120/208 Wye A.I.C. RATING EXISTING BRANCH PANEL: L TOTAL CALC. DEMAND 34 A TOTAL CONN. LOAD 35 A LIGHTING (NEC 220.42) 2916 VA 125.00% 3645 VA TOTAL CALC. DEMAND 28597 W RECEPTACLE (NEC 220.44) 11680 VA 92.81% 10840 VA NONCOINCIDENT LOAD 0 W HEATING AND COOLING (NEC 440.41 & 424.3) 7350 VA 100.00% 7350 VA TOTAL CONN. LOAD 28708 VA NONCONTINUOUS/OUTLET DEVICES (NEC 210.21 &... 6800 VA 100.00% 6800 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR CALCULATED DEMAND Panel Totals 35 A 28708 VA 1 TRANSFORMER L 3 60 A 28708 VA CKT CIRCUIT DESCRIPTION POLES TRIP RATING LOAD REMARKS ENCLOSURE:Type 1 MCB RATING:60 A MOUNTING:Surface WIRES:4 MAINS RATING:100 A SUPPLY FROM: PHASES:3 MAINS TYPE:FUSED LOCATION:OFFICE 22 VOLTS:480/277 Wye A.I.C. RATING EXISTING DISCONNECT: DL UTILITY 1 1 1 ELECTR I C A L No. 21399 STATEOF CA L I F O R N I AExp _______3/31/26 JO H NW .QUIL L E NREGISTEREDPROFESSIONALE N GINEER JO H N Q U I L L E N , P E , M B A 83 9 4 G R E E N L E A F D R . CI N C I N N A T I , O H 4 5 2 5 5 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 E401 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 SPECIFICATIONS 11/04/2024 DIVISION 26 ELECTRICAL SPECIFICATIONS 26 05 01 COMMON REQUIREMENTS FOR ELECTRIC ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF NFPA 70 AND ALL REGULATIONS, LAWS, AND ORDINANCES WHICH MAY BE APPLICABLE AND BY TRAINED AND LICENSED ELECTRICIANS. BEFORE SUBMITTING A BID, EXAMINE DOCUMENTS OF ALL OTHER TRADES, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED. VERIFY INSTALLATION MAY BE MADE IN COMPLETE ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE PROFESSIONAL ENGINEER OF RECORD. DO NOT PROCEED WITH THE INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. IT IS NOT THE INTENT OF THE DRAWINGS THAT EXISTING CONDITIONS BE ACCURATELY SHOWN. EXISTING ELECTRICAL WORK IS SHOWN TO LIMITED EXTENT ON DRAWINGS AND IS SHOWN FOR GENERAL REFERENCE ONLY. LOCATIONS AND INFORMATION WERE DERIVED FROM CURSORY SITE VISUAL OBSERVATIONS OR FROM DOCUMENTS THAT WERE PREPARED FOR PREVIOUSLY INSTALLED WORK WHEN AVAILABLE. LIST OF EQUIPMENT, TABULATIONS OF DATA, SCHEDULES, ETC. APPEARING IN THE SPECIFICATIONS OR ON THE DRAWINGS ARE INCLUDED FOR REFERENCE BY THE CONTRACTOR IN ARRIVING AT A MORE COMPLETE UNDERSTANDING OF THE INTENDED INSTALLATION. THEY ARE NOT INTENDED OR TO BE CONSTRUED AS RELIEVING THE RESPONSIBILITY OF THE CONTRACTOR IN MAKING HIS/HER OWN TAKE-OFF AND PROVIDING ALL REQUIRED WORK. THE WORK COVERED BY THESE SPECIFICATIONS SHALL CONSIST OF PROVIDING ALL NEW MATERIAL, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE ELECTRICAL INSTALLATION AS SPECIFIED HEREIN. WORK IN THIS SECTION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING ITEMS: • COMMUNICATION INFORMATION TECHNOLOGY SYSTEMS. • WIRING DEVICES • BRANCH CIRCUITING • GROUNDING • CONNECTION OF HVAC EQUIPMENT • TEMPORARY ELECTRICAL WIRING • LIGHTING WHENEVER THE WORDS "CONTRACTOR" APPEAR ON ELECTRICAL DRAWINGS OR IN THESE SPECIFICATIONS, IT SHALL REFER TO THE ELECTRICAL SUB-CONTRACTOR. WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMENTS, IT SHALL BE INTERPRETED TO MEAN "FURNISH AND INSTALL". COORDINATE ALL WORK WITH THE OWNER TO MINIMIZE INTERRUPTION OF BUILDING OPERATION. SCHEDULE OF ALL POWER OUTAGES MUST BE APPROVED BY THE OWNER PRIOR TO THE BEGINNING OF ANY WORK. PRIOR TO ALL WORK, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SCHEDULES FOR WORK OF ALL OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. COORDINATE EXACT ELECTRICAL REQUIREMENTS (VOLTAGE, PHASE, AMPS, WIRING, CONNECTIONS, AND ETC.) OF EQUIPMENT FURNISHED BY OTHERS PRIOR TO PERFORMING WORK. COORDINATE MANUFACTURER'S ELECTRICAL WIRING AND CONNECTION REQUIREMENTS WITH PRODUCT DATA AND/OR SUBMITTAL DRAWINGS PRIOR TO ROUGH-IN AND FURNISHING EQUIPMENT'S OVER- CURRENT PROTECTIVE DEVICES. ALL WIRING REQUIREMENTS SHOWN ARE SCHEMATIC IN NATURE. • COORDINATE SPECIALITY RECEPTACLE AND/OR OUTLET TYPES WITH EQUIPMENT REQUIREMENTS. • WHEN LOOSE DISCONNECT SWITCHES ARE FURNISHED UNDER MECHANICAL CONTRACT, RECEIVE AND INSTALL AND PROVIDE ALL FINAL TERMINATIONS NECESSARY. VERIFY ALL EQUIPMENT LOCATIONS, SWITCHES, RECEPTACLES, LIGHTING FIXTURES, ETC., IN FIELD. THE OWNER RESERVES THE RIGHT TO CHANGE LOCATION OF ANY OUTLET OR FIXTURE FOR A DISTANCE OF 15 FT. IN ANY DIRECTION FROM DRAWING LOCATION, BEFORE THE WORK IS ACTUALLY ROUGHED IN, AT NO EXTRA CHARGE. WHERE LIGHT FIXTURE AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, PROVIDE ALL REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. PROVIDE ALL MISCELLANEOUS HARDWARE AND MATERIAL NOT SPECIFIED BUT NECESSARY TO PROVIDE A COMPLETE AND WORKING ELECTRICAL SYSTEM. THIS HARDWARE SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL MISCELLANEOUS CONDUIT FITTINGS AND MOUNTING HARDWARE, LUMINAIRE MOUNTING HARDWARE, BRACKETS, CONNECTORS, CORDS AND PLUGS. PROVIDE ACCESS DOORS TO PROVIDE ACCESS TO ALL J-BOXES, PULL BOXES, AND OTHER EQUIPMENT AS REQUIRED. ACCESS DOORS FOR INSTALLATION IN FIRE RATED CONSTRUCTION SHALL HAVE APPROPRIATE FIRE RATING. DURING PROGRESS OF THE WORK, MAINTAIN ON DRAWINGS AT THE SITE, AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEM, INDICATING ALL ITEMS WHICH HAVE BEEN CHANGED OR ADDED. APPLY FOR AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY LOCAL AUTHORITY, FOR THE APPROVAL OF WORK. A CERTIFICATE OF FINAL INSPECTION AND APPROVAL SHALL BE SUBMITTED WITH THE CONTRACTOR'S REQUEST FOR FINAL PAYMENT. NO FINAL PAYMENT WILL BE APPROVED WITHOUT THIS CERTIFICATE. GUARANTEE ALL WORKMANSHIP, MATERIAL, AND EQUIPMENT AND REPLACE ANY FOUND DEFECTIVE WORK WITHOUT COST TO THE OWNER, FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 26 05 03 SUBMITTALS FOR ELECTRICAL SYSTEMS ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL BEAR THE SEAL OF UNDERWRITERS LABORATORIES INC. (UL) OR A SIMILAR CREDIBLE TESTING AGENCY. DESIGN BASIS MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. AN ACCEPTABLE MANUFACTURER'S NAME AND MODEL NUMBER OF A PRODUCT MAY BE PROVIDED IN THESE DOCUMENTS. THIS IS THE EQUIPMENT INCLUDED DURING THE DESIGN PROCESS AND FORMS THE BASIS OF A STANDARD OF QUALITY. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH AND INSTALL. SHOP DRAWING APPROVAL SHALL BE OBTAINED PRIOR TO SHIPMENT OF EQUIPMENT. VERIFY THE MODEL NUMBER OR PRODUCT IS STILL ACCURATE AND MEETS ALL REQUIREMENTS SHOWN ON THE DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN THE REQUIREMENTS AND THE PRODUCT OR MODEL NUMBER, THE STRICTER OF THE TWO SHALL GOVERN. SUBMIT SHOP DRAWINGS AND/OR PRODUCT DATA (ELECTRONIC COPIES) ON THE FOLLOWING ITEMS FOR REVIEW BEFORE FABRICATION OR SHIPMENT: • DISCONNECT SWITCHES • WIRING DEVICES • LIGHTING • LIGHTING CONTROLS (SWITCHES - TOGGLE, DIMMER, OCCUPANT SENSORS, ETC.) MAINTENANCE MANUALS: THE MANUALS SHALL INCLUDE WIRING DIAGRAMS, MAINTENANCE AND OPERATING INSTRUCTIONS, PARTS LISTINGS, AND COPIES OF OTHER SUBMITTALS INDICATED FOR INCLUSION. REVIEW AND CORRECTIONS OR COMMENTS MADE ON SHOP DRAWINGS, PRODUCT DATA: CATALOGS, CUT SHEETS, CHARTS, AND OTHER ITEMS DURING CONSTRUCTION PHASE SUBMITTAL REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS, FOR PROVIDING A COMPLETE AND FUNCTIONING PROJECT, NOR SHALL THEY RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS OR ERRORS OF ANY SORT. THIS REVIEW IS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. CONTRACTOR REMAINS RESPONSIBLE FOR DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATIONS, VERIFYING MATERIALS REQUIRED, OBTAINING FIELD MEASUREMENTS AND RELATED CRITERIA, COORDINATING WORK WITH OTHER DISCIPLINES AND PERFORMING WORK IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY CHANGES TO ITEMS SPECIFIED MUST BE SUBMITTED IN WRITING AS A SUBSTITUTION, WITH COMPLETE DOCUMENTATION OF PRICE DIFFERENTIAL AND EQUIPMENT DETAILS. 26 05 05 - EXISTING CONDITIONS & DEMOLITION DO NOT REUSE REMOVED ELECTRICAL MATERIALS UNLESS SPECIFICALLY INDICATED ON DRAWINGS. EXISTING WIRING SYSTEMS MAY BE UTILIZED ONLY TO THE EXTENT INDICATED ON DRAWINGS. IF REQUIRED TO ACCOMMODATE CONSTRUCTION RELATED ACTIVITIES TEMPORARILY REMOVE, STORE IN PROTECTED LOCATION ON SITE, AND REINSTALL CONFLICTING ELECTRICAL EQUIPMENT, LUMINAIRES, OR DEVICES THAT ARE TO REMAIN OR TO BE RELOCATED. WHERE THE TERM “DEMOLITION” IS USED HEREIN, INTERPRET IT TO MEAN “DEMOLITION” OR “SELECTIVE DEMOLITION” WHERE APPLICABLE. PROVIDE ELECTRICAL DEMOLITION WORK AS REQUIRED TO ACCOMMODATE PROJECT DEMOLITION AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. DISCONNECT AND REMOVE WORK TO BE ABANDONED, AND AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, IN AREAS AFFECTED BY THIS PROJECT. MAINTAIN EXISTING ELECTRICAL SERVICE AND FEEDERS TO OCCUPIED AREAS AND OPERATIONAL FACILITIES, UNLESS OTHERWISE INDICATED, OR WHEN AUTHORIZED OTHERWISE IN WRITING BY OWNER'S REPRESENTATIVE. PROVIDE TEMPORARY SERVICE DURING INTERRUPTIONS TO EXISTING FACILITIES. SCHEDULE MOMENTARY OUTAGES WHEN NECESSARY FOR REPLACING EXISTING WIRING SYSTEMS WITH NEW WIRING SYSTEMS. WHEN THAT "CUTTING-OVER" HAS BEEN SUCCESSFULLY ACCOMPLISHED, REMOVE RELATED WIRING THAT HAS BEEN ABANDONED. CAREFULLY COORDINATE WORK AND SYSTEM SHUTDOWNS IN ADVANCE WITH OWNER'S REPRESENTATIVE, AND WITH AFFECTED TRADES SO THAT NORMAL BUILDING ACTIVITIES AND OTHER CONSTRUCTION TRADES ARE MINIMALLY AFFECTED. PERFORM ELECTRICALLY RELATED CONSTRUCTION WORK, WHICH WILL AFFECT AN OCCUPIED AREA (INCLUDING THOSE WHICH ARE LOCATED OUTSIDE THE IMMEDIATE AREA OF PROJECT WORK) AT SPECIAL TIMES AS DIRECTED BY OWNER'S REPRESENTATIVE IN FIELD. PROVIDE WORK IN A MANNER THAT ENSURES EXISTING SYSTEMS AND COMPONENTS REMAIN FULLY OPERATIONAL IN OCCUPIED SPACES DURING OCCUPIED PERIODS. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS AND DUST BARRIERS ADEQUATE TO PREVENT THE SPREAD OF DUST AND DIRT TO ADJACENT FINISHED AREAS AND OTHER SYSTEM COMPONENTS. PROTECT ADJACENT INSTALLATIONS DURING CUTTING AND PATCHING OPERATIONS. REMOVE PROTECTION AND BARRIERS AFTER DEMOLITION OPERATIONS ARE COMPLETE. INSPECT EXISTING ELECTRICAL WORK IN AREAS ACCESSED UNDER THIS PROJECT AND BRING INTO COMPLIANCE WITH CURRENT NFPA 70. THIS APPLIES ONLY TO THE EXTENT THAT SUCH WORK IS UNCOVERED IN THE IMMEDIATE PROJECT AREAS AFFECTED BY CONSTRUCTION ACTIVITIES, AND ONLY TO THE LIMITED EXTENT THAT IT APPLIES TO PRE-EXISTING GENERAL INSTALLATION METHODS SUCH AS MISSING JUNCTION BOX PLATE, OPEN JUNCTION BOX KNOCKOUT, MINOR CONDUIT RE-ANCHORING AND MINOR EXPOSED WIRING/CONNECTIONS. IF MORE EXTENSIVE CODE OR SAFETY VIOLATIONS ARE DISCOVERED, IMMEDIATELY BRING THEM TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE (DETAILED IN WRITING) ALONG WITH PROPOSED COST FOR CORRECTIONS AND IMPACT (IF ANY) ON THE CONSTRUCTION SCHEDULE. THE FOLLOWING APPLIES TO ELECTRICAL MATERIALS THAT WILL REMAIN OR BE REUSED UNDER THIS PROJECT: PROTECT DURING CONSTRUCTION ACTIVITIES: • DETERMINE WHICH EXISTING BRANCH CIRCUITS MUST REMAIN ACTIVE. RECONNECT (OR MAINTAIN IN OPERATION WHERE APPLICABLE) AND SCHEDULE THEM IN THE PANELBOARD(S). • EXISTING BRANCH CIRCUIT AND SYSTEMS CONDUIT, NOT CONFLICTING WITH NEW CONSTRUCTION AND NOT CONFLICTING WITH OVERHEAD OR CEILING CAVITY REQUIREMENTS, MAY BE RE-USED AT THE DISCRETION OF THE ELECTRICAL INSTALLER (AFTER ALL ABANDONED CONDUCTORS AND CABLES HAVE BEEN REMOVED FROM THEM). DO NOT EXCEED NFPA 70 REQUIRED CONDUIT FILL AND DO NOT INSTALL WIRING FED FROM DIFFERENT SOURCES IN COMMON CONDUIT. • COMPLETELY RE-TYPE PANELBOARD DIRECTORIES FOR PANELBOARD(S) AFFECTED BY THIS PROJECT USING ACCURATE “AS- BUILT” INFORMATION. • WHERE APPLICABLE ENSURE THAT RECONNECTED SHARED NEUTRALS ARE PROPERLY BALANCED WITH THE CORRECT PHASE CONDUCTORS. • WHERE APPLICABLE, PROVIDE CORRECT COLOR-CODING FOR INSULATION OF RECONNECTED CONDUCTORS IN A MANNER COMPLIANT WITH NFPA 70. • FOR ALL EXISTING LUMINAIRES SCHEDULED FOR REUSE, REMOVE FROM EXISTING CEILINGS DURING DEMOLITION; PROTECT DURING CONSTRUCTION; CLEAN, SERVICE (IF REQUIRED), RE-LAMP (WITH LAMPS TO MATCH BUILDING STANDARD OR PER THIS SECTION AS NOTED) AND REINSTALL AT LOCATIONS INDICATED. RE-LAMP LUMINAIRES IMMEDIATELY PRIOR TO OCCUPANCY OF THE FINISHED CONSTRUCTION AREA. • CLEAN COMPONENTS TO BE REUSED INSIDE AND OUT, AND REINSTALL WHERE INDICATED ON DRAWINGS. MODIFY AND EXTEND RELATED EXISTING BRANCH WIRING AND/OR CONTROL WIRING ACCORDINGLY TO INCLUDE CONDUIT, CABLING, ETC. DEMOLITION DISCONNECT AND REMOVE WORK TO BE ABANDONED, AND AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, IN AREAS AFFECTED BY THIS PROJECT UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS OR DETERMINED OTHERWISE DURING PRE- DEMOLITION SURVEY. REMOVE ACCESSIBLE ABANDONED, INACTIVE AND OBSOLETE RACEWAY SYSTEMS. REMOVE ABANDONED, INACTIVE AND OBSOLETE WIRING AND CONTROLS. REMOVE ABANDONED, INACTIVE AND OBSOLETE EQUIPMENT, LUMINAIRES AND DEVICES. ABANDONED RACEWAYS EMBEDDED IN FLOORS, WALLS, AND CEILINGS MAY REMAIN IF SUCH MATERIALS DO NOT INTERFERE WITH NEW INSTALLATIONS. REMOVE ABANDONED ELECTRICAL MATERIALS ABOVE ACCESSIBLE CEILINGS. REMOVE RELATED ABANDONED UNUSED RACEWAY BACK TO THE NEAREST RESPECTIVE "UPSTREAM" JUNCTION BOX THAT REMAINS ACTIVE EVEN IF OUTSIDE OF THE CONFINES OF THE PROJECT AREA. REMOVE ABANDONED UNUSED WIRING BACK TO ITS SOURCE EVEN IF SOURCES ARE OUTSIDE THE CONFINES OF THE PROJECT AREA. EXTEND RACEWAY AND WIRING AS REQUIRED TO ACCOMMODATE NEW OR RELOCATED ELECTRICAL WORK. LOCATE, IDENTIFY, AND PROTECT ELECTRICAL SERVICES PASSING THROUGH DEMOLITION AREAS AND SERVING OTHER AREAS OUTSIDE THE DEMOLITION LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE DEMOLITION LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. IT IS RECOGNIZED THAT THERE MAY BE SOME CONDUIT SYSTEMS RENDERED INACTIVE BY DEMOLITION, CAUSING DISCONNECTION OF "DOWNSTREAM" OUTLETS, ETC. INVESTIGATE THESE TYPES OF CONDITIONS (FOR ALL SYSTEMS) PRIOR TO DEMOLITION. PROVIDE NECESSARY CORRECTIVE ELECTRICAL WORK PRIOR TO DEMOLITION TO ENSURE THAT SUCH "DOWNSTREAM" DEVICES REMAIN PERMANENTLY ACTIVE THROUGHOUT DEMOLITION, DURING NEW CONSTRUCTION, AND AFTER PROJECT COMPLETION. PERFORM CUTTING AND PATCHING REQUIRED FOR DEMOLITION. COORDINATE WORK CAREFULLY WITH OWNER PRIOR TO BEGINNING ELECTRICAL DEMOLITION WORK. MAINTAIN (OR RECONNECT IF APPLICABLE) REMAINING WIRING. REMOVE AND RELOCATE WIRING, DEVICES, CONDUIT, ETC. THAT CONFLICT WITH CONSTRUCTION RELATED WORK OF OTHER TRADES AS NECESSARY TO ACCOMMODATE NEW WORK OF RESPECTIVE TRADE. PROVIDE ELECTRICAL DISCONNECTIONS, AND RECONNECTIONS WHERE APPLICABLE, FOR EQUIPMENT TO BE REMOVED (OR RELOCATED) BY OTHER TRADES. REFER TO OWNER'S REPRESENTATIVE FOR DISPOSAL INSTRUCTIONS FOR ABANDONED ELECTRICAL MATERIALS REMOVED DURING DEMOLITION AND THEREAFTER. NEATLY STORE ELECTRICAL MATERIALS THAT THE OWNER ELECTS TO RETAIN AT THE SITE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE. LEGALLY DISPOSE OF MATERIALS THAT THE OWNER ELECTS NOT TO RETAIN. DISCONNECT AND REMOVE ELECTRICAL MATERIALS DESIGNATED FOR SALVAGE (REMOVAL AND REUSE, OR FOR TURNING OVER TO OWNER) UNDAMAGED. DISCONNECT AND REMOVE WIRING AND "WHIPS" FROM EQUIPMENT TERMINAL POINTS. CAREFULLY TRANSPORT SALVAGED ELECTRICAL MATERIALS TO A PROTECTED ON-SITE STORAGE LOCATION AS DIRECTED IN FIELD AND NEATLY STORE THEM GROUPED BY SYSTEM TYPE. LEGALLY DISPOSE OF MATERIALS TO SALVAGED OR RETAINED. 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES FURNISH AND INSTALL ALL NECESSARY CABLE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. ALL WIRE SHALL BE COPPER UNLESS OTHERWISE SPECIFIED. NO CONDUCTOR SMALLER THAN NO. 12 AWG SHALL BE USED UNLESS OTHERWISE INDICATED. IN GENERAL, CONDUCTORS SMALLER THAN NO. 12 WILL BE PERMITTED ONLY FOR COMMUNICATION, SIGNAL, OR CONTROL CIRCUITS. PROVIDE THE FOLLOWING MINIMUM AWG CONDUCTOR SIZES FOR GENERAL BRANCH CIRCUITING AND GROUNDS THAT ARE NOT INDICATED ON DRAWINGS. ALL WIRING IS BASED ON USING COPPER CONDUCTORS UNLESS OTHERWISE INDICATED. WHERE APPLICABLE INCREASE AS REQUIRED TO ACCOMMODATE VOLTAGE DROP AND TO ACCOMMODATE SPECIAL CONDITIONS. DO NOT DERATE ANY GROUNDED (NEUTRAL) CONDUCTORS. TEMPERATURE RATINGS LISTED BELOW PERTAIN TO BOTH WIRE AND TERMINATIONS. 60 DEG. C RATING EQUIPMENT GROUNDING SOURCE BREAKER/FUSE AWG WIRE SIZE AWG WIRE SIZE 15 AMPERE #12 #12 20 AMPERE #12 #12 25 AMPERE #10 #10 30 AMPERE #10 #10 35 AMPERE # 8 #10 40 AMPERE # 8 #10 45 AMPERE # 6 #10 50 AMPERE # 6 #10 60 AMPERE # 4 #10 70 AMPERE # 4 #8 80 AMPERE # 3 #8 90 AMPERE # 2 #8 100 AMPERE # 1 #8 CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET, NO SPLICES SHALL BE PERMITTED EXCEPT AT OUTLETS. ALL ELECTRICAL CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH NEC. COLOR CODING IS REQUIRED FOR ALL SERVICE, FEEDER, BRANCH, CONTROL, AND SIGNALING CIRCUIT CONDUCTORS. INSULATION COLOR FOR NEUTRALS SHALL BE WHITE FOR 120 VOLT CIRCUITS. EQUIPMENT GROUNDING CONDUCTORS SHALL BE GREEN. THE COLOR OF THE INSULATION OF THE UNGROUNDED CONDUCTORS SHALL BE AS FOLLOWS: 208Y/120V SYSTEM: BLACK, RED, BLUE AND WHITE (NEUTRAL) 480Y/277V SYSTEM: BROWN, ORANGE, YELLOW AND GRAY (NEUTRAL) EQUIPMENT GROUNDING: GREEN ALL UNGROUNDED CONDUCTORS OF THE SAME COLOR SHALL BE CONNECTED TO THE SAME UNGROUNDED FEEDER CONDUCTOR. USE NO WIRE SMALLER THAN NO. 12 AWG, RATED AT 600 VOLTS, FOR POWER AND LIGHTING CIRCUITS AND NO SMALLER THAN NO. 14 FOR CONTROL WIRING. BRANCH CIRCUIT CONDUCTORS FOR 20 AMPERE, 120 VOLT CIRCUITS SHALL BE NO. 12 AWG, WITH CONDUCTOR FROM PANEL BOARD TO THE FIRST OUTLET AS FOLLOWS: 0 - 75 FEET-----------------------#12 AWG 75 -150 FEET-----------------------#10 AWG 150-250 FEET-----------------------# 8 AWG 250-350 FEET-----------------------# 6 AWG ALL JOINTS AND SPLICES SHALL BE MADE MECHANICALLY AND ELECTRICALLY SECURE. ALL SPLICES AND JOINTS SHALL BE MADE WITH APPROVED SOLDERLESS CONNECTORS, PROPERLY INSTALLED. TYPE MC CABLE MAY BE USED FOR ALL BRANCH CIRCUITS ABOVE CEILING AND CONCEALED IN PARTITIONS WHERE PERMITTED. 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ALL WIRE FOR GROUNDING PURPOSE SHALL BE STRANDED COPPER, OR COPPER CLAD STEEL AS REQUIRED FOR TYPE AND SIZES INDICATED ON DRAWINGS. METAL RACEWAYS MAY NOT BE USED FOR EQUIPMENT GROUNDING CONDUCTOR. PROPERLY GROUND ALL MOTORS, TRANSFORMERS, EQUIPMENT, CONDUITS, SWITCH GEAR, ETC. GROUND ALL LUMINAIRES BY INSTALLING A SEPARATE GREEN GROUND WIRE IN ANY FLEXIBLE CONDUIT BETWEEN OUTLET BOX AND FIXTURE. 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CONDUIT SHALL BE SUPPORTED BY APPROVED STRAPS, FASTENERS AND HANGERS. HANGERS SHALL BE SUSPENDED FROM RODS. PERFORATED STRAPS WILL NOT BE ACCEPTABLE. FASTENERS SHALL BE LEAD EXPANSION SHIELDS IN BLOCK OR CONCRETE, TOGGLE BOLTS IN HOLLOW WALLS, MACHINE SCREWS ON METAL SURFACES AND WOOD SCREWS ON WOOD CONSTRUCTION. ALL CONDUIT SHALL BE SUPPORTED INDEPENDENTLY FROM ALL OTHER BUILDING SYSTEMS AND SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL COMPONENTS. AT BUILDING EXPANSION JOINTS AND WHERE DEFLECTION IS EXPECTED, CONDUITS SHALL BE PROVIDED WITH EXPANSION FITTINGS WITH BONDING JUMPERS. CONDUITS PASSING THROUGH STRUCTURAL MEMBERS SHALL BE PROVIDED WITH STUB AND COUPLING OR SLEEVE IN THE MEMBER. WHERE MOISTURE CONDITIONS ARE ENCOUNTERED, A HOLE SHALL BE DRILLED AT THE LOWEST POINT IN THE CONDUIT RUN. 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS CONCEAL CONDUIT AND EMT WITHIN FURNISHED WALLS, CEILINGS, AND FLOORS UNLESS OTHERWISE INDICATED. INSTALL CONDUITS PARALLEL OR PERPENDICULAR TO BUILDING LINES. INTERIOR CONDUIT SHALL BE OF SUFFICIENT SIZE AND INSTALLED SO THE REQUIRED NUMBER OR CONDUCTORS CAN BE INSERTED OR REMOVED WITHOUT INJURY TO, OR EXCESSIVE STRAIN UPON, THE INSULATION. THE MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS OTHERWISE NOTED. CONDUITS SHALL BE RUN CONTINUOUS FROM OUTLET TO OUTLET AND SHALL BE FASTENED TO ALL BOXES AND CABINETS WITH DOUBLE LOCKOUTS, TO PROVIDE CONTINUITY OF GROUND, AND A BUSHING. THE FULL NUMBER OF THREADS MUST PROJECT BEYOND LOCKOUT IN BOXES AND CABINETS TO ALLOW THE BUSHING TO BUTT UP TIGHT AGAINST THE END OF THE CONDUIT. CONDUIT RUN EXPOSED SHALL RUN PARALLEL, OR PERPENDICULAR TO WALLS, CEILINGS, OR PRINCIPAL FRAMING MEMBERS. IT IS REQUIRED THAT ALL CONDUIT BE INSTALLED TO REFLECT NEAT, CAREFUL WORKMANSHIP THROUGHOUT THE JOB. CONDUIT WHICH HAS BEEN CRUSHED, DAMAGED, OR DEFORMED IN ANY WAY SHALL NOT BE INSTALLED IN THE JOB. CONDUIT SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST TROUBLE FROM COLLECTION OF TRAPPED CONDENSATE, AND ALL RUNS OF CONDUIT SHALL BE FREE OF SUCH TRAPS WHEREVER POSSIBLE. ALL CONDUIT HANGERS AND SUPPORTS SHALL BE RIGIDLY FASTENED TO THE BUILDING STRUCTURE. NO CONDUIT SHALL BE SUPPORTED FROM DUCTWORK, PIPING, OR CEILING GRID SYSTEMS. PROVIDE FIRE SEALS WHEREVER CONDUIT PENETRATES FIRE WALLS, CEILING OR RATED FLOOR SLABS. RIGID STEEL CONDUIT SHALL BE USED FOR ALL CONDUIT RUNS INSTALLED IN CONCRETE SLABS, IN ALL POURED CONCRETE CONSTRUCTION AND ALL APPLICATIONS INSIDE BUILDING REQUIRING 2" OR LARGER IN SIZE. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT-TO-EXCEED 7 FEET FOR 3/4" CONDUIT, 8 FEET INTERVALS FOR CONDUIT ON 1" TO AND INCLUDING 2", AND 10 FEET FOR CONDUITS 2-1/2" OR LARGER. RIGID CONDUIT (ALUMINUM) SHALL NOT BE INSTALLED IN POURED CONCRETE. ALUMINUM CONDUIT MAY BE USED FOR SWITCH LEGS AND BRANCH CIRCUITS IN PARTITIONS, ABOVE CEILING, AND WHERE CONDUIT RUN IS EXPOSED. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT-TO-EXCEED 7 FEET FOR 3/4" CONDUIT, 8 FEET INTERVALS FOR CONDUIT 1" TO AND INCLUDING 2". ELECTRICAL METALLIC TUBING (THIN WALL) MAY BE USED FOR SWITCH LEGS (EXCEPT IN POURED CONCRETE WALLS) AND BRANCH CIRCUITS IN PARTITIONS, ABOVE CEILINGS, AND WHERE CONDUIT RUN IS EXPOSED. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT-TO-EXCEED 7 FEET FOR 3/4" CONDUIT, 8 FEET INTERVALS FOR CONDUIT 1" TO AND INCLUDING 1-1/2". EMT LARGER THAN 1-1/2" WILL NOT BE PERMITTED. PLASTIC CONDUIT (PVC): PLASTIC CONDUIT MAY BE USED FOR UNDERGROUND CONDUIT RUNS OUTSIDE BUILDING AND BELOW FLOOR SLAB. UNDERGROUND CONDUIT RUNS OUTSIDE BUILDING SHALL BE A MINIMUM OF 2'-6" BELOW GRADE. CONDUIT RUN BELOW FLOOR SLAB SHALL BE A MINIMUM OF 12" BELOW FLOOR SLAB. FLEXIBLE CONDUIT SHALL BE USED BETWEEN OUTLET BOXES IN HUNG OR FURRED CEILINGS AND RECESSED LIGHTING FIXTURES. FLEXIBLE CONDUIT SHALL NOT EXCEED 6 FEET IN LENGTH. LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO ALL MOTORS. LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO ALL MOTORS OR DEVICES WHICH DO OR MAY VIBRATE. LIQUID TIGHT FLEXIBLE CONDUIT SHALL NOT EXCEED 3 FEET IN LENGTH. PROVIDE SEALING BUSHINGS IN ALL UNDERGROUND CONDUITS AS REQUIRED TO PREVENT THE ENTRY OF MOISTURE INTO ELECTRICAL EQUIPMENT. PROVIDE CONDUIT EXPANSION FITTINGS WHERE CONDUIT CROSSES A BUILDING EXPANSION JOINT, AND IN ALL STRAIGHT CONDUIT RUNS 200 FEET OR LONGER. ALL OUTLET, SWITCH, JUNCTION AND PULL BOXES SHALL BE MADE OF CODE GALVANIZED STEEL COMPLETE WITH RINGS AND SCREW COVER PLATES AND LOCATED WHERE SHOWN AND NOTED ON DRAWINGS. WHERE CONDUIT IS CONCEALED, BOXES SHALL NOT BE LESS THAN 4" SQUARE X 1-1/2" DEEP. ALL BOXES SHALL BE EQUIPPED WITH PROPER COVERS TO BRING FLUSH WITH FINISHED WALL SURFACE. USE GANG BOXES WHERE MORE THAN ONE DEVICE IS TO BE INSTALLED AT THE SAME LOCATION. ALL BOXES FOR CONCRETE WORK SHALL BE OF TYPE ESPECIALLY DESIGNED FOR INSTALLATION IN CONCRETE. PROVIDE OUTLET BOX ACCESSORIES AS REQUIRED FOR EACH INSTALLATION, INCLUDING MOUNTING BRACKETS, WALLBOARD HANGERS, EXTENSION RINGS, FIXTURE STUDS, CABLE CLAMPS, AND METAL STRAPS FOR SUPPORTING OUTLET BOXES, COMPATIBLE WITH OUTLET BOXES BEING USED AND MEETING REQUIREMENTS OF INDIVIDUAL WIRING SITUATIONS. PULL BOXES (NOT SHOWN ON THE CONTRACT DRAWINGS) SHALL BE INSTALLED AS REQUIRED TO FACILITATE PULLING OF CONDUCTORS ON LONG RUNS. PULL BOXES LOCATED IN FLOORS SHALL BE FLUSH WITH FINISHED FLOOR, AND OF CAST WROUGHT IRON, ALUMINUM, OR BRONZE WITH SEALED WATERPROOF COVER. CONDUIT ENTRANCES SHALL BE THREADED. PROVIDE CORROSION RESISTANT CAST METAL WEATHERPROOF OUTLET WIRING BOXES, OF THE TYPE, SHAPE, AND SIZE REQUIRED FOR EACH APPLICATION, WITH THREADED CONDUIT ENDS, CAST METAL FACE PLATE WITH SPRING-HINGE WATERPROOF CAP, SUITABLE CONFIGURED FOR EACH APPLICATION, INCLUDING FACE PLATE GASKET AND CORROSION PROOF FASTENERS. PROVIDE WATERPROOF OUTLETS FOR INTERIOR AND EXTERIOR LOCATIONS EXPOSED TO WEATHER OR SUBJECT TO FREQUENT WASHING. SECURE BOXES RIGIDLY TO THE SUBSTRATE UPON WHICH THEY ARE BEING MOUNTED, OR SOLIDLY EMBED BOXES IN CONCRETE OR MASONRY. 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS PROVIDE MANUFACTURERS STANDARD SELF-ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1-1/2" WIDE. INSTALL ON ALL CONCEALED RACEWAYS AT CONNECTION TO ALL JUNCTION BOXES, PULL BOXES, EQUIPMENT, WALL/FLOOR/ROOF PENETRATIONS, ETC. PROVIDE CIRCUIT IDENTIFICATION BANDS FOR ALL CABLES AND CONDUCTORS. PROVIDE ON ALL CONDUCTORS OF ALL SYSTEMS. INSTALL ENGRAVED PLASTIC-LAMINATE SIGN ON ELECTRICAL EQUIPMENT, INCLUDING PANELBOARDS, DISCONNECTS, STARTERS, CONTROL PANELS, ETC. PROVIDE SINGLE LINE OF TEXT, 1/2" HIGH LETTERING, ON 1-1/2" HIGH SIGN (2" HIGH WHERE 2 LINES ARE REQUIRED), WHITE LETTERING IN BLACK FIELD. 26 05 84 MECHANICAL EQUIPMENT PROVIDE ALL NECESSARY ELECTRICALLY RELATED WORK AS REQUIRED TO RENDER ALL MECHANICAL EQUIPMENT (INCLUDING PLUMBING, HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT) FULLY OPERATIONAL AND FULLY COMPLIANT WITH ALL LOCAL AND NATIONAL CODES. THIS INCLUDES, PRIOR TO ORDERING MATERIALS OR COMMENCING WITH ROUGH-IN, REVIEWING EQUIPMENT SUBMITTAL DATA AND COORDINATING WITH INSTALLING CONTRACTORS TO ENSURE THE CORRECT SIZE, RATING AND QUANTITY OF CONDUCTORS ARE PROVIDED. 26 27 26 WIRING DEVICES DUPLEX RECEPTACLES SHALL BE 20 AMP., 125 VOLT, 3 WIRE GROUNDING TYPE. PROVIDE SMOOTH WHITE THERMOPLASTIC COVER PLATE AND MATCHING SCREWS. APPROVED PRODUCTS: HUBBELL, LEVITON, BRYANT OR EQUAL. WEATHERPROOF RECEPTACLES SHALL BE DUPLEX, 20 AMP., 125 VOLT, GROUND FAULT 3 WIRE GROUNDING TYPE WITH WEATHERPROOF COVER. APPROVED PRODUCTS: HUBBELL, LEVITON, BRYANT OR EQUAL. WALL SWITCHES SHALL BE 20 AMP., 120-277 VOLT, QUIET, HIGH CAPACITY, TOGGLE TYPE. SINGLE POLE SWITCHES - APPROVED PRODUCTS ARE HUBBELL, LEVITON, BRYANT OR EQUAL. THREE-WAY SWITCHES - APPROVED PRODUCTS HUBBELL, LEVITON, BRYANT OR EQUAL. PROVIDE WHITE FINISH. PROVIDE WHITE FINISH FOR WALL PLATES FOR SWITCHES, TELEPHONE OUTLETS AND OTHER SPECIAL OUTLETS. ALL PLATES IN EACH ROOM SHALL MATCH. APPROVED PRODUCTS:HUBBELL, LEVITON, BRYANT OR EQUAL. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, SINGLE THROW DISCONNECT SWITCHES. ENCLOSURE SHALL BE NEMA 1 INDOOR AND NEMA 3R (RAIN TIGHT) WHERE THEY ARE REQUIRED TO BE WEATHERPROOF. THE AMPERE RATING, FUSIBLE OR NOT FUSIBLE AND VOLTAGE CHARACTERISTICS SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS. APPROVED PRODUCTS: SQUARE D COMPANY, GENERAL ELECTRIC, SIEMENS, OR EATON. INSTALLATION OF WIRING DEVICES: OUTLET HEIGHTS GIVEN BELOW, OR AS SHOWN ON DRAWINGS, ARE TO THE CENTER OF THE OUTLET BOX. IN UNPLASTERED MASONRY WALLS WHERE OUTLETS ARE NOT DIMENSIONED, ADJUST HEIGHT TO THE NEXT HIGHER COURSE, AND ADJUST LOCATION TO THE NEAREST CENTER OF THE MASONRY UNIT. TESTING: TEST WIRING DEVICES TO ENSURE ELECTRICAL CONTINUITY OF GROUNDING CONNECTIONS, AND AFTER ENERGIZING CIRCUITRY, TO DEMONSTRATE COMPLIANCE WITH REQUIREMENTS. 26 28 13 FUSES ALL FUSES SHALL BE OF THE SAME MANUFACTURER. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE FUSES OF ONE OF THE FOLLOWING: BUSSMAN, LITTELFUSE, SHAWMUT. PROVIDE FUSES OF TYPES, SIZES, RATINGS, AND AVERAGE TIME-CURRENT AND PEAK LET-THROUGH CURRENT CHARACTERISTICS INDICATED, WHICH COMPLY WITH MANUFACTURER'S STANDARD DESIGN, MATERIALS, AND CONSTRUCTED IN ACCORDANCE WITH PUBLISHED PRODUCT INFORMATION, AND WITH INDUSTRY STANDARDS AND CONFIGURATIONS. PROVIDE FACTORY FUSE IDENTIFICATION LABELS, INSTALLED ON THE INSIDE OF THE DOOR OF EACH SWITCH INDICATING TYPE AND SIZE OF FUSES INSTALLED. FOR TYPES AND RATINGS REQUIRED. EACH FUSE SHALL BE CLEARLY FACTORY MARKED WITH CLASSIFICATION, CHARACTERISTICS, AMPERE RATINGS, VOLTAGE RATINGS, ETC. FUSES SHALL NOT BE SHIPPED INSTALLED IN SWITCHES NOR SHALL THEY BE INSTALLED IN THE EQUIPMENT UNTIL THE EQUIPMENT UNTIL THE EQUIPMENT IS READY TO BE ENERGIZED. PRIOR TO INSTALLING FUSES FOR PROTECTION OF SPECIFIC EQUIPMENT, MOTORS, ETC., VERIFY RECOMMENDED FUSE SIZE/TYPE IN FIELD FROM RESPECTIVE EQUIPMENT MANUFACTURER. IF A CONFLICT IN FUSE SIZE/TYPE RESULTS BETWEEN MANUFACTURER'S RECOMMENDATIONS AND ABOVE SPECIFICATIONS, CONTACT ENGINEER. 26 28 16 CIRCUIT BREAKERS ALL BRANCH CIRCUIT BREAKERS FOR USE WITHIN NEW OR EXISTING PANELBOARDS SHALL CONFORM TO NEMA STANDARDS, SHALL BEAR UL LABELS AND BE UL APPROVED FOR APPLICATION TO WHICH THEY ARE USED, AND SHALL CONFORM TO FEDERAL SPECIFICATION W-C-375 B/GEN. MOLDED CASE CIRCUIT BREAKERS SHALL BE QUICK-MAKE, QUICK BREAK, THERMAL-MAGNETIC, TRIP INDICATING WITH COMMON TRIP ON MULTIPLE BREAKERS. TRIP INDICATION SHALL BE CLEARLY SHOWN BY BREAKER HANDLE TAKING POSITION BETWEEN "ON" AND "OFF" OR RED INDICATOR WHEN BREAKER IS TRIPPED. OPERATING MECHANISM SHALL BE ENTIRELY TRIP-FREE SO THAT CONTACTS CANNOT BE HELD CLOSED AGAINST ABNORMAL OVERCURRENT OR SHORT CIRCUIT. CIRCUIT BREAKERS SHALL BE OF BOLT-ON TYPE. CIRCUIT BREAKERS USED AS SWITCHING DEVICES SHALL BE APPROVED FOR THIS APPLICATION AND SHALL BE MARKED "SWD" (SWITCH DUTY). MULTIPLE CIRCUIT BREAKERS SHALL HAVE INTERNALLY MOUNTED COMMON TRIP UNITS, ONE FOR EACH POLE. TIE BARS BETWEEN HANDLES OF CIRCUIT BREAKERS TO MAKE TWO OR THREE POLE CIRCUIT BREAKRS SHALL NOT BE ACCEPTABLE. CIRCUIT BREAKERS USED AS OVERCURRENT PROTECTION FOR HID TYPE LIGHTING WITH OTHER THAN CONSTANT WATTAGE BALLAST SHALL BE SIZED FOR PROPER AMPERAGE LOAD. STARTING CURRENT AND OPERATING CURRENT TO BE CHECKED TO DETERMINE CIRCUIT BREAKER SIZE FOR BRANCH CIRCUIT. MINIMUM INTERRUPTING RATING SHALL BE 10,000 AMP. LARGER INTERRUPTING RATINGS SHALL BE INDICATED ON PLANS. UNDER NO CIRCUMSTANCES SHALL CIRCUIT BREAKER OF INTERRUPTING RATING LESS THAN SYSTEM AVAILABLE FAULT CURRENT AT BREAKER LOCATION BE INSTALLED. CIRCUIT BREAKERS ARE TO BE RATED TO FOR CURRENT CARRYING CAPACITY AND WIRING SPACE AT 75°C FOR SIZES 15 AMP AND UP. CIRCUIT BREAKERS SHALL HAVE AMPERAGE RATING VISIBLE ON HANDLE OR FRONT OF DEVICE. 26 51 00 LIGHTING PROVIDE LUMINAIRES OF THE SIZE, TYPE, AND RATING INDICATED ON THE DRAWINGS; COMPLETE WITH, BUT NOT NECESSARILY LIMITED TO, LAMPS, LAMP HOLDERS, REFLECTORS, BALLASTS, DRIVERS, STARTERS, WIRING AND MOUNTING HARDWARE. ALL LUMINAIRES UTILIZED FOR EMERGENCY AND/OR EGRESS LIGHTING SHALL BE CONNECTED AHEAD OF SWITCHING. ALL BALLASTS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND CATALOG NUMBER. ALL LAMPS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND CATALOG NUMBER. FLUORESCENT LAMP COLOR TEMPERATURE SHALL BE AS INDICATED ON DRAWINGS OR AS DIRECTED IN FIELD. FLUORESCENT BALLASTS - PROVIDE ELECTRONIC RAPID-START TYPE BALLAST SPECIFICALLY DESIGNED FOR OPERATING LAMP TYPES SHOWN. PROVIDE ALL NECESSARY MOUNTING HARDWARE AND SUPPORTING CHANNEL AS REQUIRED TO SUPPORT FIXTURES FROM BUILDING STRUCTURE. DIVISION 27 COMMUNICATIONS: 27 13 01 COMMUNICATION INFORMATION TECHNOLOGY SYSTEMS PROVIDE STANDARD DEVICE BOXES AND COVER PLATES INSTALLED IN WALLS, FLOOR AND CEILINGS. PROVIDE J-HOOK SYSTEMS COMPLETE WITH NECESSARY FITTINGS, AND ACCESSORIES AS REQUIRED TO MAKE COMPLETE AND CONTINUOUS SYSTEMS. PROVIDE J-HOOK SYSTEM COMPONENTS THAT ARE PLENUM-RATED (REGARDLESS OF WHETHER OR NOT AIR PLENUM CEILINGS EXIST ON THE PROJECT). PROVIDE J-HOOK SUPPORT AT FOUR FOOT INTERVALS AND AT OFFSETS. ROUTE J-HOOKS ABOVE CEILINGS THROUGH CORRIDORS AND SIMILAR OPEN AREAS WHEREVER POSSIBLE TO MINIMIZE ABOVE-CEILING WALL PENETRATIONS. SECURELY ANCHOR (MECHANICAL, NOT ADHESIVE) J-HOOKS DIRECTLY TO STRUCTURAL COMPONENTS OF THE BUILDING. DO NOT ANCHOR TO DUCTWORK, CONDUIT, PIPING, FIXTURES, EQUIPMENT, CEILING SUPPORTS (RODS, WIRES, T-BARS), ETC. STRICTLY ADHERE TO FACTORY LOAD CAPACITIES. PROVIDE (1) 3/4" NON-METALLIC [METALLIC] CONDUIT IN ALL WALLS WHERE THE CABLING DROPS DOWN RACEWAY PATH FROM THE CEILING ABOVE TO THE DATA/TELEPHONE OUTLET LOCATION. PROVIDE CONDUIT WITH SWEEP BENDS AND PULL-STRING. ELECTR I C A L No. 21399 STATEOF CA L I F O R N I AExp _______3/31/26 JO H NW .QUIL L E NREGISTEREDPROFESSIONALE N GINEER JO H N Q U I L L E N , P E , M B A 83 9 4 G R E E N L E A F D R . CI N C I N N A T I , O H 4 5 2 5 5 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 E501 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 ENERGY COMPLIANCE 11/04/2024 SALES AREA 19 VESTIBULE 20 OFFICE 22 STOCKROOM 21 TOILET ROOM 23 CD-1 100 CD-1 75 CD-1 75 SD-1 200 SD-1 225 SD-1 200 SD-1 200 SD-1 225 SD-1 200 CD-2 50 CD-2 50 14"x10" 8" ø8" ø 18 " x 1 6 " SD RG-1 SR-1 SR-1 6" ø 6" ø 6" ø 1 2 4 5 6 6 6 66 6 T AHU-1 3 HP-1 7 8 AHU-1 6" ø 6" ø 16"x14" 8" ø 8" ø 8" ø 10"x8" 8 9 18"x16" 10 M M 11 8" ø 10' OA CLEARANCE 12 JO HN J .GRA V ESMECHANICAL STATEOF CA L I F O R N I AREGISTEREDPROFESSIONALE N GINEERNo. M 37684 Exp _______12/31/25 JO H N G R A V E S , P E , 26 9 6 P I N E V I E W D R I V E VI L L A H I L L S , K Y 4 1 0 1 7 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 1 01/09/2025 MR/MD PERMIT COMMENTS M101 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FLOOR PLAN 11/04/2024 M101 1/4" = 1’−0" 1 FLOOR PLAN MECH PLAN KEYED NOTES MECH PLAN GENERAL NOTES 1 PROVIDE NEW AIR HANDLING UNIT TO REPLACE EXISTING AIR HANDLING UNIT AND LOCATE ON ANGLE IRON FRAME ABOVE CEILING. MOUNT FRAME TO STRUCTURE WITH BEAM CLAMPS, THREADED RODS AND SPRING VIBRATION ISOLATORS. ROUTE 3/4" CONDENSATE DRAIN LINE WITH TRAP TO MOP SINK. PROVIDE CONDENSATE PUMP AS REQUIRED AND COORDINATE ANY ADDITIONAL ELECTRICAL REQUIREMENTS WITH EC. PROVIDE AUXILIARY DRAIN PAN WITH HIGH LEVEL ALARM UNDER AIR HANDLING UNIT, IN ACCORDANCE WITH SECTION 307.2.3 OF IMC. HIGH LEVEL ALARM SHALL SHUT UNIT OFF UPON DETECTION OF CONDENSATE IN THE OVERFLOW DRAIN PAN. 2 EC TO FURNISH DUCT MOUNTED SMOKE DETECTOR AND PROVIDE COMPATIBLE REMOTE ANNUNCIATOR/TEST SWITCH. MC TO INSTALL SMOKE DETECTOR IN RETURN DUCT, PRIOR TO ANY OUTDOOR AIR CONNECTIONS. MC TO PROVIDE INTERLOCK WIRING BETWEEN SMOKE DETECTOR AND UNIT TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. EC SHALL PROVIDE WIRING FOR FINAL CONNECTION TO CENTRAL FIRE ALARM SYSTEM, IF APPLICABLE, AND WIRING TO REMOTE ANNUNCIATOR/TEST SWITCH. 3 PROVIDE NEW THERMOSTAT AND MOUNT ON WALL 4 FEET A.F.F. 4 EXISTING EXHAUST FAN AND ASSOCIATED DUCTWORK TO REMAIN. 5 UNDERCUT DOOR 1" TO ALLOW FOR AIR TRANSFER. 6 PROVIDE CABLE OPERATED DAMPER TO BE INSTALLED SO THAT DAMPER CAN BE OPERATED THROUGH THE FACE OF THE DIFFUSER. 7 REPLACE EXISTING CONDENSING UNIT WITH NEW HEAT PUMP IN SAME LOCATION. MOUNT HEAT PUMP ON EXISTING ROOF SUPPORT FRAME AND FIELD VERIFY ALL REQUIREMENTS. MAINTAIN UNIT MINIMUM REQUIRED SERVICE AND AIRFLOW CLEARANCE. ROUTE REFRIGERANT LIQUID AND SUCTION LINES BETWEEN HEAT PUMP AND AIR HANDLING UNIT AND SEAL PENETRATIONS WEATHER-TIGHT. PROVIDE PATE, OR EQUIVALENT, PIPE CURB FOR ALL ROOF PENETRATIONS. ROUTE AND SIZE LINES AND ACCESSORIES PER MANUFACTURER'S GUIDELINES. PROVIDE A FULLY CHARGED SYSTEM AND INSULATE ALL REFRIGERANT PIPING WITH ARMAFLEX INSULATION. 8 ROUTE NEW OUTSIDE AIR DUCTWORK THROUGH ROOF AND CONNECT TO NEW INTAKE HOOD. PROVIDE INTAKE HOOD, EQUIVALENT TO GREENHECK MODEL GRSI-24, AND MOUNT ON 12" HIGH INSULATED ROOF CURB, COMPLETE WITH BIRD SCREEN. MAINTAIN 10' CLEARANCE FROM ANY PLUMBING VENTS OR EXHAUST OUTLETS. 9 PROVIDE 1/2" X 1/2" WIRE MESH COVER AT END OF RETURN DUCT. 10 PROVIDE RELIEF HOOD, EQUIVALENT TO GREENHECK MODEL GRSR-20, AND MOUNT ON MANUFACTURER'S STANDARD ROOF CURB. ROUTE 18" X 16" DUCT DOWN INTO CEILING SPACE AND FURNISH RELIEF DAMPER, EQUIVALENT TO GREENHECK MODEL BR-40, AND INSTALL IN RELIEF DUCT DROP AS REQUIRED. SET RELIEF DAMPER TO OPEN AT 0.01" STATIC PRESSURE (ADJUSTABLE) FULLY OPEN AT 0.05" STATIC PRESSURE, FOR ECONOMIZER OPERATION. MAINTAIN 10' CLEARANCE FROM ANY PLUMBING VENTS OR EXHAUST OUTLETS. 11 PROVIDE MOTOR OPERATED DAMPER POWERED BY A 24V HONEYWELL, OR EQUIVALENT, ACTUATOR INTERLOCKED WITH THE OPERATION OF THE EQUIPMENT THAT IT SERVES, AND BALANCED TO CFM INDICATED. MAINTAIN MINIMUM 10' SEPARATION BETWEEN OUTDOOR AIR INTAKE AND EXHAUST AIR. MOTOR OPERATED DAMPERS SHALL BE PROVIDED AND WIRED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. PROVIDE ALL NECESSARY TRANSFORMERS, CONTACTORS, CONTROLS AND WIRING FOR INTERLOCKING HVAC EQUIPMENT TO MOTOR OPERATED DAMPERS. PROVIDE ALL DUCT TRANSITIONS AS REQUIRED OR INDICATED. 12 PROVIDE ACCESS PANEL IN LOCATION INDICATED. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS. A. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. EXACT LOCATIONS OF DEVICES AND ROUTING OF DUCTWORK SHALL BE DETERMINED BY CONTRACTOR AFTER COORDINATION WITH ALL OTHER TRADES AND FIELD DETERMINATION OF FINAL CONSTRUCTION DETAILS. MINOR ADJUSTMENTS TO DUCT ROUTING AND CONFIGURATION TO AVOID CONFLICT WITH BUILDING STRUCTURE OR OTHER TRADES SHALL BE INCLUDED IN CONTRACTOR'S PRICE. CONTRACTOR SHALL OBTAIN ENGINEERS APPROVAL IN WRITING FOR ANY MODIFICATIONS TO SYSTEM DESIGN PRIOR TO INSTALLATION. B. ALL EXPOSED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND SUPPORTED IN A FIRST-CLASS AND WORKMANLIKE FASHION. DUCTWORK SHALL RUN PARALLEL AND/ OR PERPENDICULAR TO MAIN BUILDING STRUCTURE. ANY WORK THAT IS NOT DONE IN A FIRST-CLASS OR WORKMANLIKE FASHION, IN THE ARCHITECTS OPINION, SHALL BE REDONE AT THE CONTRACTORS EXPENSE. C. ALL DUCT JOINTS, SEAMS AND CONNECTIONS SHALL BE SECURELY FASTENED AND SEALED. DUCTS SHALL BE SUPPORTED WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING TEN FEET. DUCT COVERINGS AND LININGS SHALL HAVE A FLAME-SPREAD INDEX NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX NOT MORE THAN 50. D. PROVIDE VOLUME DAMPERS AT ALL ROUND BRANCH DUCT TAKE-OFFS THAT ARE ACCESSIBLE. PROVIDE TURNING VANES AT ALL 90 DEGREE SQUARE ELBOWS IN SUPPLY AIR DUCTS. PROVIDE 45 DEGREE HEEL AT ALL RECTANGULAR SUPPLY AND RETURN BRANCH DUCT TAKE-OFFS. E. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL PIPES, DUCTWORK, UNITS, ETC. WITH ALL OTHER TRADES AND SHIFT LOCATION OR OFFSET WHERE NECESSARY. PROVIDE TRANSITIONS IN DUCTWORK TO AVOID CONFLICT WITH EXISTING DUCTWORK AND OTHER STRUCTURES. F. CONTRACTOR SHALL COORDINATE ALL AIR DEVICES WITH ELECTRICAL AND ARCHITECTURAL REFLECTED CEILING PLANS. G. INSTALL DUCTWORK AS HIGH AS POSSIBLE. H. PROVIDE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND WARRANTIES /WRITTEN GUARANTEE FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR TITLE 8 , SECTION 5142 AND OTHER RELATED REGULATIONS. I. ALL DUCT ELBOWS SHALL BE LONG RADIUS OR MITERED. J. RETURN AIR GRILLES ARE TO BE ORIENTED TO PREVENT VIEW INTO PLENUM FROM MALL COMMON AREAS. ALL OTHER RETURN GRILLES SHALL BE ORIENTED SO BLADE OPENINGS FACE WALL OR SOFFIT TO PREVENT VIEW INTO PLENUM. RETURN AIR PLENUM THE ENTIRE AREA ABOVE THE CEILING IS A RETURN AIR PLENUM. ALL WIRING SHALL BE PLENUM RATED OR IN CONDUIT, AND NO PVC PIPING IS ALLOWED, UNLESS UNIFRAX, OR EQUIVALENT, FYREWRAP 0.5 PLENUM INSULATION IS APPLIED TO THE PVC PIPE. 1 1 AC AIR CONDITIONING AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT ALT ALTERNATE BDD BACKDRAFT DAMPER BHP BRAKE HORSEPOWER BOD BOTTOM OF DUCT BTU BRITISH THERMAL UNIT CAV CONSTANT AIR VOLUME CD CEILING DIFFUSER/CONDENSATE DRAIN CLG CEILING COD CABLE OPERATED DAMPER CP CONDENSATE PUMP CR CEILING RETURN CU CONDENSING UNIT DN DOWN DP DRIP PAN DX DIRECT EXPANSION EAT ENTERING AIR TEMPERATURE EDH ELECTRIC DUCT HEATER EF EXHAUST FAN ETR EXISTING TO REMAIN EWT ENTERING WATER TEMPERATURE FC FLEXIBLE CONNECTION FCU FAN COIL UNIT FD FIRE DAMPER FLA FULL LOAD AMPS FSD FIRE SMOKE DAMPER GPM GALLONS PER MINUTE HP HORSEPOWER kV KILOVOLT kVA KILOVOLT AMPERE kW KILOWATT kWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER LRA LOCKED ROTOR AMPS LV LOW VOLTAGE LWT LEAVING WATER TEMPERATURE MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS MD MOTORIZED DAMPER MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED MTG MOUNTING NA NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NTS NOT TO SCALE OA OUTSIDE AIR OAF OUTSIDE AIR FAN OC ON CENTER OD OUTSIDE DIAMETER PSIG POUNDS PER SQUARE INCH (GAUGE) RCP REFLECTED CEILING PLAN RG RETURN GRILLE RPM REVOLUTIONS PER MINUTE SD SMOKE DETECTOR SF SQUARE FOOT (FEET) SG SUPPLY GRILLE SS STAINLESS STEEL TD TRANSFER DUCT TG TRANSFER GRILLE TYP TYPICAL UL UNDERWRITERS LABORATORY V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VIF VERIFY IN FIELD VOLT VOLTAGE VRF VARIABLE REFRIGERANT FLOW W WATT WH WATER HEATER WMS WIRE MESH SCREEN WP WEATHERPROOF MECHANICAL ABBREVIATIONS 1. ANY ITEM SHOWN ON DRAWINGS AS NEW CONSTRUCTION, BUT NOT SPECIFICALLY ADDRESSED IN RESPONSIBILITY SCHEDULE SHALL BE ASSUMED TO BE GENERAL CONTRACTOR FURNISHED AND INSTALLED. 2. IF SCOPE OF RESPONSIBILITY ON SCHEDULE IS IN CONFLICT WITH DRAWINGS OR SPECIFICATIONS, GENERAL CONTRACTOR MUST NOTIFY ARCHITECT AND CONSTRUCTION MANAGER. 3. GENERAL CONTRACTOR SHALL PROVIDE LABEL ON ALL COMPONENTS OF SYSTEM TO APPROPRIATELY IDENTIFY EACH COMPONENT OF SYSTEM, AS WELL AS PROVIDE ALL RELEVANT INFORMATION ABOUT OPERATION OF THE COMPONENT. LABEL SHALL INCLUDE, BUT NOT IS LIMITED TO THE INCLUSION OF: WHERE COMPONENT IS FED FROM, LOCATION OF TEST EQUIPMENT FOR COMPONENT, AND ALL CODE REQUIRED LABELING NOT PRESENT FROM MANUFACTURER. FU R N I S H IN S T A L L FU R N I S H IN S T A L L FU R N I S H IN S T A L L FU R N I S H IN S T A L L TE N A N T CO N T R A C T O R LA N D L O R D TE N A N T OT H E R EX I S T I N G T O R E M A I N NO T A P P L I C A B L E REMARKS MECHANICAL RESPONSIBILITY SCHEDULE NOTES MECHANICAL RESPONSIBILITY SCHEDULE AIR HANDLING UNIT ECONOMIZER ROOF CURB ROOF CURB ADAPTER ROOFING ROOF CANT STRIP ROOF CURB LEVELING DIFFUSERS AND GRILLES WALL FIRE DAMPERS COMBINATION FIRE/SMOKE DAMPERS DUCTWORK HEAT PUMP UNIT HEATER CONDENSATE PIPING DUCT SUPPORTS SEISMIC BRACING TEMP CONTROL SYSTEM EQUIPMENT AND CONTROL STARTUP MOTOR OPERATED DAMPERS DUCT MOUNTED SMOKE DETECTOR(S) ZONE DAMPERS ZONE DAMPER ACTUATORS TOILET EXHAUST FANS TOILET EXHAUST DUCTWORK TOILET EXHAUST ROOF CURB AIR BALANCE REPORT AS-BUILT DRAWINGS 1ST YR LABOR WARRANTY FOR EQUIP 1ST YR PARTS WARRANTY FOR EQUIP R DRAWING NOTE SYMBOL1 NEW RECTANGULAR DUCTWORK AND SIZE NEW ROUND DUCTWORK AND SIZE BALANCING/VOLUME DAMPER THERMOSTAT NEW EXHAUST FAN FLEX DUCT AIR FLOW DIRECTION REFRIGERANT PIPING REMOTE SENSOR NEW SUPPLY AIR DIFFUSER AND CFM NEW RETURN GRILLE EXISTING VAV BOX TO BE REMOVED NEW EXHAUST GRILLE AND CFM FDX FIRE DAMPER NEW VAV BOX WITH ELECTRIC HEAT NEW VAV BOX WITHOUT ELECTRIC HEAT EXISTING EXHAUST GRILLE TO BE REMOVED EXISTING EXHAUST GRILLE TO REMAIN SUPPLY DUCT UP THROUGH ROOF RETURN/EXHAUST DUCT UP THROUGH ROOF MOTOR OPERATED DAMPER CONNECT TO EXISTING SMOKE DETECTOR NEW PERFORATED SUPPLY AIR DIFFUSER AND CFM CD-1 240 RG-1 ER-1 300 CD-2 240 26x16 10"∅ HVAC LEGEND SD T S M SYMBOL CATALOG #REMARKS SIZE MODULE THROAT MOUNTING MATERIAL SIDE WALL CEILING DUCT STEEL ALUM. FINISH ACCESSORIES DAMPER BORDER STYLE NOTES: 1. SYMBOL KEY: • FIRST LETTER: C-SUPPLY R-RETURN E-EXHAUST • SECOND LETTER: D-DIFFUSER R-REGISTER G-GRILLE 2. TITUS IS BASIS OF DESIGN. 3. 1,2,3, AND 4-WAY AIR DEVICES ARE DETERMINED BY DIRECTIONAL ARROWS ON DRAWINGS. 4. DAMPERS SHALL BE OPERABLE FROM FACE A. OPPOSED BLADE B. CABLE OPERATED DAMPER C. BUTTERFLY 5. FINISH- A. STANDARD WHITE BAKED ENAMEL B. ETCHED FINISH WITH CLEAR FINISH OR ANODIZED C. #26 STANDARD WHITE GENERAL CONTRACTOR TO FIELD PAINT TO MATCH CEILING OR WALLS D. #84 STANDARD BLACK GENERAL CONTRACTOR TO FIELD PAINT TO MATCH CEILING OR WALLS 6. BORDER STYLE- A. SURFACE MOUNTED B. LAY IN MOUNTING C. LAY-IN PANEL, PROVIDE TITUS MODEL # XY-13363 FRAME FOR PLASTER CEILING MOUNTING. D. TITUS FL SERIES BORDER TYPE 66. AIR DISTRIBUTION DEVICES CD-1 CD-2 RG-1 OMNI OMNI OMNI 24 x 24 12 x 12 24 x 24 10" Ø 6" Ø 12" Ø A A A C C - A B A SR-1 FL-30 48 x 6 12" Ø A - D SD-1 FL-20 48 x 4 10" Ø A B D - - - A,B,C,E A,B,C,D REMARKS: A. INSTALLED WITH TITUS PLENUM BOX B. JET THROW MODEL. C. SINGLE SLOT MODEL. D. 2" SLOT WIDTH, 1-SLOT E. 3" SLOT WIDT, 1-SLOT JO HN J .GRA V ESMECHANICAL STATEOF CA L I F O R N I AREGISTEREDPROFESSIONALE N GINEERNo. M 37684 Exp _______12/31/25 JO H N G R A V E S , P E , 26 9 6 P I N E V I E W D R I V E VI L L A H I L L S , K Y 4 1 0 1 7 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 M201 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 SCHEDULES 11/04/2024 G. PROVIDE DRY BULB ECONOMIZER WITH BAROMETRIC RELIEF. F. PROVIDE UNIT MOUNTED NON FUSED DISCONNECT SWITCH. E. PROVIDE UNIT MOUNTED NON POWERED CONVENIENCE OUTLET. D. PROVIDE SPRING VIBRATION ISOLATORS. C. PROVIDE SMOKE DETECTOR WITH REMOTE ANNUNCIATOR (BY EC). B. PROVIDE MERV 8 PLEATED FILTER. A. ALL HVAC EQUIPMENT TO BE FIELD LABELED TO IDENTIFY WHICH AREAS OF THE BUILDING THEY SERVE. REMARKS: AHU-1 CARRIER FT5ANBD60L00 1600 360 0.5 0.75 208 1 5.7 7.1 15 203 A,B,C,D,E,F,G HP VOLTAGE PHASE FLA MCA MOCP TAG MANUFACTURER MODEL SUPPLY CFM OA CFM ESP IN IN. W.C. ELECTRICAL WEIGHT REMARKS AIR HANDLING UNIT SCHEDULE C. COMPRESSOR START ASSIST, LIQUID SOLENOID VALVE, THERMOSTATIC EXPANSION VALVE (RPB). TIME-DELAY RELAY. B. COOLING CAPACITY BASED ON AHRI CONDITIONS. A. ALL HVAC EQUIPMENT TO BE FIELD LABELED TO IDENTIFY WHICH AREAS OF THE BUILDING THEY SERVE. REMARKS: HP-1 CARRIER 27SPA648A003 4.0 48,610 42,150 47,130 7.8 15.5 208 1 - 29.4 50 285 A,B,C VOLTAGE PHASE FLA MCA MOCP TAG MANUFACTURER MODEL NOMINAL TONS TOTAL BTUH SENSIBLE BTUH HP HEATING CAPACITY BTUH HSPF2 SEER2 ELECTRICAL WEIGHT REMARKS HEAT PUMP SCHEDULE AHU-1 1264 19 300 1600 360 333 23 Toilet Room 48 Restroom 0 0 0 0 0 0 0.8 0 50 11 0.00 0.90 0 22 Office 106 Office 5 0.06 1 5 6 11 0.8 14 75 17 0.19 0.90 16 21 Stockroom 213 Storage 0 0.12 5 0 26 26 0.8 32 175 39 0.18 0.90 36 20 Vestibule 40 Corridor 0 0.06 0 0 2 2 0.8 3 50 11 0.06 0.90 3 19 Sales 857 Sales 7.5 0.12 13 98 103 200 0.8 250 1250 278 0.20 0.90 278 22% ROOM # ROOM NAME SQFT CATEGORY CFM/P CFM/SQF T people CFM CFM Vbz Ez Vbz/E z Vpz . Vpz Ev Ev Az OCCUPANCY Rp Ra Pz Rp x Pz Az x Ra CFM Eff Voz= CFM OA Voz /Voz / Table 403.3.1.1 PEOPLE AREA OA AIR SA Zp = Vot = Pandora - Santa Anita - Arcadia, CA Vbz = Az x Ra + Rp x Pz VENTILATION SCHEDULE CEILING FLEXIBLE DUCT FOR DIFFUSER ALIGNMENT (MAX. 5'-0" LENGTH) SHEET METAL DUCT WITH EXTERIOR INSULATION INSOLATED SLOT PLENUM LINEAR SLOT DIFFUSER COILFAN SUSPEND FAN COIL UNIT AS CLOSE AS POSSIBLE TO JOIST AND THREADED RODS. RUBBER IN SHEAR VIBRATION ISOLATOR TO HEAT PUMP ON ROOF SUPPLY DUCT CONTROL PANEL 1/2" DIA. CONTINUOUSLY THREADED ROD EXISTING METAL TRUSS BEAM CLAMP RETURN DUCT EXISTING ROOF SMOKE DETECTOR NEW HEAT PUMP ON ROOF EXISTING SUPPORT ECONOMIZER OUTSIDE AIR AUXILIARY DRAIN PAN WITH HIGH LEVEL ALARM SMOKE SAMPLING TUBE RETURN TUBE SMOKE DETECTOR DUCT ROOF STRUCTURE ROOF VENTILATOR GREENHECK GRSI PROVIDE CURB COMPATIBLE WITH ROOF AND SNOW CLEARANCE MOTORIZED DAMPER VOLUME DAMPER LINED OUTSIDE AIR INTAKE DUCT STEEL JOIST BUILT UP ROOF WOOD UNDERLAY BEAM CLAMP 1/2" DIA. CONTINUOUSLY THREADED ROD DOUBLE NUT (TYPICAL) 2 x 2 x 16 GA ANGLE 3/8" THREADED MACHINE BOLT DUCT DIAMETER INCHES UP TO 12 13 THRU 18 19 THRU 28 29 THRU 36 37 THRU 52 SHEET METAL 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN.) 18 (0.052 IN.) MINIMUM GA. GALVANIZED NOTES: A.ROUND DUCT SUPPORT SHALL BE PLACED EVERY 8'-0" (MAX) NOT TO EXCEED 16 LB/FOOT OF DUCT. BEAM CLAMP 1/2" DIA. CONTINUOUSLY THREADED ROD DOUBLE NUT (TYPICAL) 2 x 2 x 16 GA ANGLE DUCT WIDTH DUCT PROFILE INCHES UP TO 12 13 THRU 30 31 THRU 54 55 THRU 84 OVER 84 SHEET METAL 26 (0.022 IN.) 24 (0.028 IN.) 22 (0.034 IN.) 20 (0.040 IN.) 18 (0.052 IN.) MINIMUM GA. GALVANIZED DU C T P R O F I L E 24 (0.020 IN.) 22 (0.025 IN.) 20 (0.032 IN.) 18 (0.040 IN.) 16 (0.051 IN.) MINIMUM GA. ALUMINUM NOTES: A. SQUARE DUCT SUPPORT SHALL BE PLACED IN ACCORDANCE WITH THE GUIDELINES OF THE AUTHORITY HAVING JURISDICTION. MECHANICAL DUCTWORK WITH INSULATION. A I R F L O W VOLUME DAMPER WITH POSITION INDICATOR AND SET LOCK BRANCH DUCT BRANCH DUCT MAIN DUCT ROUND BRANCH DUCT DUCT UNDER BEAM OR CROSSOVER RECTANGULAR MAIN / ROUNDBRANCH DUCT RECTANGULAR BRANCH DUCT "B " 45° FL O W FL O W 45°EXISTING GIRDER OR BEAM RUN EXPOSE DUCT TIGHT TO DECK/UNDER GIRDER MANUAL VOLUME DAMPER ON FITTING, TYPICAL SADDLE TAP OR SPIN-IN FITTING ROUND BRANCH MANUAL VOLUME DAMPER RECTANGULAR MAIN DUCT MAIN DUCT BRANCH DUCT 1/4 OF "B" JO HN J .GRA V ESMECHANICAL STATEOF CA L I F O R N I AREGISTEREDPROFESSIONALE N GINEERNo. M 37684 Exp _______12/31/25 JO H N G R A V E S , P E , 26 9 6 P I N E V I E W D R I V E VI L L A H I L L S , K Y 4 1 0 1 7 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 1 01/09/2025 MR/MD PERMIT COMMENTS M301 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 MECHANICAL DETAILS 11/04/2024 M301 N.T.S. 3 ROUND DUCT SUPPORT DETAIL M301 N.T.S. 4 RECT. DUCT SUPPORT DETAIL M301 N.T.S. 5 BRANCH DUCT TAKEOFF DETAIL M301 N.T.S. 2 SLOT DIFFUSER DETAIL M301 N.T.S. 1 AHU DETAIL M301 N.T.S. 6 DUCT SMOKE DETECTOR DETAIL M301 N.T.S. 7 OUTSIDE AIR INTAKE DETAIL 1 JO HN J .GRA V ESMECHANICAL STATEOF CA L I F O R N I AREGISTEREDPROFESSIONALE N GINEERNo. M 37684 Exp _______12/31/25 JO H N G R A V E S , P E , 26 9 6 P I N E V I E W D R I V E VI L L A H I L L S , K Y 4 1 0 1 7 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 M401 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 MECHANICAL SPECIFICATIONS 11/04/2024 HANGER SIZE (16 GAUGE) TYPE MAX. SPACING 8 A PAIR OF HANGERS SHALL BE LOCATED AT EVERY TRANSVERSE JOINT AND ELSEWHERE ACCORDING TO THE TABLE. 23 05 93 HVAC SYSTEM TESTING , ADJUSTING AND BALANCING FOR HVAC ALL SYSTEMS AND EQUIPMENT SHALL BE CAREFULLY ADJUSTED TO PROVIDE COMFORTABLE AND UNIFORM CONDITIONS IN EACH AND EVERY SPACE TO THE OWNER'S SATISFACTION. PROVIDE ANY REQUIRED DRIVES TO SATISFY QUANTITIES INDICATED. PROVIDE A CERTIFIED AIR BALANCE OF THE DIFFUSERS AND AIR HANDLERS. AIR SYSTEM: AIR BALANCE AND TESTING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. CONTRACTOR SHALL PUT ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEM AND EQUIPMENT INTO FULL OPERATION AND SHALL CONTINUE THE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. CONTRACTOR SHALL SUBMIT WITHIN 30 DAYS AFTER RECEIPT OF CONTRACT, COPIES OF SUBMITTAL DATA FOR THE TESTING AND BALANCING OF THE AIR CONDITIONING, HEATING, AND VENTILATING SYSTEMS. THE AIR BALANCE AND TESTING AGENCY SHALL PROVIDE PROOF OF HAVING SUCCESSFULLY COMPLETED AT LAST FIVE PROJECTS OF SIMILAR SIZE AND SCOPE. CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT AIR BALANCE AND TESTING AGENCY, APPROVED BY THE ENGINEER, AND A MEMBER OF AABC OR NEBB, WHICH SPECIALIZES IN THE BALANCING AND TESTING OF HEATING VENTILATION AND AIR CONDITIONING SYSTEMS, TO BALANCE, ADJUST AND TEST AIR MOVING EQUIPMENT AND AIR DISTRIBUTION OR EXHAUST SYSTEMS AS HEREIN SPECIFIED. ALL WORK BY THIS AGENCY SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A QUALIFIED HEATING AND VENTILATING ENGINEER EMPLOYED BY THIS AGENCY. ALL INSTRUMENTS USED BY THIS AGENCY SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. 23 07 13 DUCT INSTALLATION INSULATE ALL SUPPLY, DIFFUSER PLENUMS, AND OUTSIDE AIR DUCTWORK OF ALL UNITS WITH OWENS CORNING "ALL SERVICE DUCT WRAP" TYPE 150 GLASS FIBER INSULATION UNLESS OTHERWISE NOTED. INSULATION SHALL BE 1-1/2" THICK (2" THICK FOR SUPPLY AND RETURN IN TRUSS SPACE). 1.5 PCF. DENSITY WITH FRK JACKET .002 THICK REINFORCED ALUMINUM FOIL VAPOR BARRIER. INSULATION SHALL CONFORM TO NFPA 90A AND 90B PER ASTM E-84 FOR FLAME SPREAD AND SMOKE DEVELOPED RATING. PROVIDE INSULATION ON ALL CONCEALED SUPPLY, RETURN DUCTWORK. ALL LINERS, INSULATION AND ADHESIVES SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. RIGID FIBERGLASS DUCTWORK INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 612, TYPE IB, WITHOUT FACING AND WITH VAPOR BARRIER ALL-SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL, AND VINYL FILM. INSULATION SHALL HAVE A MINIMUM R VALUE AS REQUIRED BY CODE. FLEXIBLE FIBERGLASS DUCTWORK INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 553, TYPE II, WITHOUT FACING AND WITH VAPOR BARRIER ALL-SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL, AND VINYL FILM. INSULATION SHALL HAVE A MINIMUM R VALUE AS REQUIRED BY CODE. VAPOR BARRIER MATERIAL FOR DUCTWORK: PAPER-BACKED ALUMINUM-FOIL, EXCEPT AS OTHERWISE INDICATED; STRENGTH AND PERMEABILITY RATING EQUIVALENT TO FACTORY-APPLIED VAPOR BARRIERS ON ADJOINING DUCTWORK INSULATION, WHERE AVAILABLE; WITH FOLLOWING ADDITIONAL CONSTRUCTION CHARACTERISTICS: HIGH PUNCTURE RESISTANCE: LOW VAPOR TRANSMISSION (FOR DUCTS IN EXPOSED AREAS: MECH. ROOMS, ETC.) MODERATE PUNCTURE RESISTANCE: MEDIUM VAPOR TRANSMISSION (FOR DUCTS IN CONCEALED AREAS). INSTALLATION IS NOT PERMITTED ABOVE DRYWALL CEILINGS AND INACCESSIBLE CEILINGS. 23 09 93 SEQUENCE OF OPERATION AIR HANDLING UNIT STARTUP THE UNIT SHALL OPERATE ON A 7 DAY/NIGHT PROGRAMMABLE THERMOSTAT. DURING STARTUP, THE FAN SHALL RUN WITH THE DAMPERS IN THE FULL RECIRCULATION POSITION. PROVIDE OCCUPIED CHANGEOVER SEQUENCE WITH OPTIMUM START FUNCTION. WHEN THE RETURN AIR TEMPERATURE REACHES OCCUPIED SETPOINT (ADJUSTABLE), THE MINIMUM OUTSIDE AIR DAMPER SHALL OPEN TO THE CONTROLLED MINIMUM OUTDOOR AIR POSITION. SUPPLY FAN CONTROL THE SUPPLY FAN SPEED SHALL BE CONSTANT AND SET TO THE REQUIRED CFM. SPACE TEMPERATURE CONTROL PROVIDE LOCAL WALL MOUNTED ROOM TEMPERATURE THERMOSTAT WITH DIGITAL DISPLAY OFROOMTEMPERATURE AND SETPOINT (+/- DEG. F. ADJUSTABLE), AND OVERRIDE FEATURE. MINIMUM OUTSIDE AIR CONTROL DURING OCCUPIED MODE THE MINIMUM OUTSIDE AIR DAMPER SHALL BE OPEN. PROVIDE MOTORIZED OUTDOOR AIR DAMPER. ECONOMIZER CONTROL DRY BULB CONTROLLED ECONOMIZER: OPERATED TO AUTOMATICALLY USE OUTDOOR AIR FOR "FREE COOLING" WHEN OUTDOOR AIR TEMPERATURE IS AT ACCEPTABLE LEVELS. AUTOMATICALLY MODULATED OUTDOOR AND RETURN AIR DAMPERS MAINTAIN PROPER DISCHARGE AIR TEMPERATURE INTO THE CONDITIONED SPACE. ADJUSTABLE MINIMUM POSITION CONTROL IS STANDARD. ECONOMIZER SHALL HAVE POWERED OR BAROMETRIC RELIEF, AS SCHEDULED. COOLING CONTROL COOLING SHALL BE CONTROLLED TO MAINTAIN SPACE TEMPERATURE SETPOINT. ON A CALL FOR COOLING THE HEATING SHALL BE OFF. ON A FURTHER CALL FOR COOLING, ENABLE THE ECONOMIZER MODE. ON A FURTHER CALL FOR COOLING, DISABLE THE ECONOMIZER MODE AND THE MECHANICAL COOLING SHALL BE STAGED ON. HEATING CONTROL HEATING SHALL BE CONTROLLED TO MAINTAIN SPACE TEMPERATURE SETPOINT. ON A CALL FOR HEATING, THE MECHANICAL COOLING SHALL BE OFF. ON A FURTHER CALL FOR HEATING, THE ECONOMIZER MODE SHALL BE DISABLED. ON A FURTHER CALL FOR HEATING THE HEAT PUMP SHALL BE STAGED ON. SMOKE DETECTOR WHEN THE SMOKE DETECTOR IS ALARMED, THE SYSTEM SHALL BE ALARMED AND THE AIR HANDLER SHALL FAIL SAFE WITH MANUAL RESET. ELECTRICAL CONTRACTOR SHALL FURNISH, HVAC CONTRACTOR SHALL MOUNT & ELECTRICAL CONTRACTOR SHALL WIRE A UL LISTED PHOTOELECTRIC SMOKE DETECTOR PER LOCAL CODE AUTHORITY HAVING JURISDICTION. UNOCCUPIED MODE DURING THE UNOCCUPIED MODE OF OPERATION, THE AHU SHALL GO INTO NIGHT SETBACK MODE. AT NIGHT SETBACK/SHUTDOWN THE AHU SHALL GO TO FAIL SAFE POSITION. FAIL SAFE POSITION IS DEFINED BY THE FOLLOWING: THE SUPPLY FAN IS OFF, THE OUTDOOR AIR INTAKE DAMPER IS CLOSED, THE HEATING IS OFF AND THE MECHANICAL COOLING IS OFF. THE SUPPLY FAN SHALL CYCLE IN CONJUNCTION WITH EITHER THE HEATING OR COOLING SYSTEM TO MAINTAIN A MINIMUM/MAXIMUM SPACE TEMPERATURE DEPENDING ON THE SEASON. LOW VOLTAGE THERMOSTATS SHALL BE PROVIDED AND WIRED BY THE HVAC CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE 4” SQUARE X 1- 1/2” DEEP WALL OUTLET BOXES (WITH SINGLE-GANG RINGS) FOR ALL THERMOSTATS/SENSORS. ELECTRICAL CONTRACTOR SHALL PROVIDE ONE 3/4” EMPTY CONDUIT FROM EACH THERMOSTAT/SENSOR LOCATION, TURNED OUT ABOVE ACCESSIBLE CEILINGS (IN JOIST SPACE OR AGAINST OVERHEAD SLAB/DECK). HVAC/TEMPERATURE CONTROL CONTRACTOR SHALL PROVIDE ALL OTHER NECESSARY CONDUIT, RACEWAY AND WIRING RELATED WORK. CONDUIT SHALL BE IDENTIFIED IN CEILING CAVITY AND SHALL BE PROVIDED WITH SWEEP BENDS, BUSHINGS AND DRAGLINE. ALL DUCT SMOKE DETECTORS, FOR SMOKE DETECTORS,WILL BE FURNISHED BY ELECTRICAL CONTRACTOR, INSTALLED BY THE HVAC CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR PER LOCAL CODES. HVAC CONTRACTOR WILL INTERLOCK FAN WITH SMOKE DETECTOR. 23 22 00 CONDENSATE DRAIN PIPING INSTALL TRAP AT EVAPORATOR COIL DRAIN. EXTEND DRAIN LINE FROM COIL TRAP TO DRAIN. PIPING SHALL BE STANDARD WEIGHT, PVC PIPE AND FITTINGS AND WITH JOINTS OF PVC SOLVENT CEMENT. PROVIDE CLEANOUTS THROUGHOUT RUN AND AT TOPS OF TRAPS. 23 30 00 AIR DISTRIBUTION SYSTEM CEILING AIR DIFFUSERS: SQUARE:SQUARE HOUSING, CORE OF SQUARE CONCENTRIC LOUVERS, SQUARE OR ROUND DUCT CONNECTION. DIFFUSER MOUNTINGS: SURFACE MOUNT: DIFFUSER SHALL HAVE ROLLED EDGE BELOW FINISHED CEILING FOR SURFACE MOUNTING OR DIFFUSER SHALL BE FURNISHED WITH ACCESSORY PLASTER FRAME. LAY-IN: DIFFUSER HOUSING SIZED TO FIT BETWEEN CEILING EXPOSED SUSPENSION TEE BARS AND REST ON TOP SURFACE OF TEE BAR. DIFFUSER ACOUSTIC PERFORMANCE: NC LESS THAN OR EQUAL TO 30 DIFFUSER ACCESSORIES: PLASTER RING: PERIMETER RING DESIGNED TO ACT AS PLASTER STOP AND DIFFUSER ANCHOR. DIFFUSER FINISHES: WHITE ENAMEL: SEMI-GLOSS WHITE ENAMEL PRIME FINISH. CEILING AND WALL REGISTERS & GRILLES: STEEL CONSTRUCTION: MANUFACTURER'S STANDARD STAMPED SHEET STEEL FRAME AND ADJUSTABLE BLADES. REGISTER AND GRILLE FINISHES: WHITE ENAMEL: SEMI-GLOSS WHITE ENAMEL PRIME FINISH. DIVISION 23 MECHANICAL SPECIFICATIONS 23 05 01 COMMON REQUIREMENTS FOR HVAC ALL MECHANICAL WORK AND TESTS SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST STATE, COUNTY, AND LOCAL REGULATIONS, LAWS, AND ORDINANCES WHICH MAY BE APPLICABLE. BEFORE SUBMITTING A BID, EXAMINE DOCUMENTS OF ALL OTHER TRADES, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED. VERIFY INSTALLATION MAY BE MADE IN COMPLETE ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE PROFESSIONAL ENGINEER OF RECORD. DO NOT PROCEED WITH THE INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. IT IS NOT THE INTENT OF THE DRAWINGS THAT EXISTING CONDITIONS BE ACCURATELY SHOWN. EXISTING MECHANICAL WORK IS SHOWN TO LIMITED EXTENT ON DRAWINGS AND IS SHOWN FOR GENERAL REFERENCE ONLY. LOCATIONS AND INFORMATION WERE DERIVED FROM CURSORY SITE VISUAL OBSERVATIONS OR FROM DOCUMENTS THAT WERE PREPARED FOR PREVIOUSLY INSTALLED WORK WHEN AVAILABLE. THE WORK COVERED BY THESE SPECIFICATIONS SHALL CONSIST OF PROVIDING ALL NEW MATERIAL, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE MECHANICAL INSTALLATION AS SPECIFIED HEREIN. WORK IN THIS SECTION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING ITEMS: · AIR HANDLING UNITS · HEAT PUMPS · DUCT · DAMPERS · DIFFUSERS, REGISTERS, AND LOUVERS WHENEVER THE WORDS "CONTRACTOR" APPEAR ON MECHANICAL DRAWINGS OR IN THESE SPECIFICATIONS, IT SHALL REFER TO THE MECHANICAL SUB-CONTRACTOR. WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMENTS, IT SHALL BE INTERPRETED TO MEAN "FURNISH AND INSTALL". COORDINATE ALL WORK WITH THE OWNER TO MINIMIZE INTERRUPTION OF BUILDING OPERATION. COORDINATE THE INSTALLATION OF MECHANICAL ITEMS WITH THE SCHEDULES FOR WORK OF ALL OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. THIS CONTRACTOR SHALL VERIFY AND SATISFY HIMSELF THAT ALL EQUIPMENT FURNISHED WILL PROPERLY FIT IN THE SPACE PROVIDED, THAT IT WILL FUNCTION PROPERLY, AND THAT ALL PARTS OF EQUIPMENT REQUIRING SERVICE ARE READILY ACCESSIBLE. ALL PIPING SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS AND FRAMING SYSTEM. ALL VERTICAL RUNS SHALL BE HELD AGAINST WALLS, COLUMNS, ETC., AS POSSIBLE TO PERMIT MAKING OF PIPE JOINTS. CONTRACTOR SHALL PROVIDE A GUARANTEE IN WRITTEN FORM STATING THAT ALL WORK SHALL BE FREE OF DEFECTS OR ERRORS, AND ALL EQUIPMENT, MATERIALS, OR PARTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF OWNER'S FINAL ACCEPTANCE AND SHALL REPAIR, REVISE OR REPLACE AT NO COST TO THE OWNER ANY SUCH DEFECTS OCCURRING WITHIN THE GUARANTEE PERIOD. CONTRACTOR SHALL ALSO STATE IN WRITTEN FORM THAT ANY ITEMS OR OCCURRENCES ARISING DURING THE GUARANTEE PERIOD WILL BE ATTENDED TO IN A TIMELY MANNER AND WILL IN NO CASE EXCEED THREE (3) WORKING DAYS FROM DATE OF NOTIFICATION BY OWNER. PROVIDE A COMPLETE INSTALLATION IN CONFORMANCE WITH THE FOLLOWING STANDARDS. AGA: AMERICAN GAS ASSOCIATION ASHRAE:AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS NFPA: NATIONAL FIRE PROTECTION ASSOCIATION SMACNA:SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. STATEWIDE BUILDING CODE INTERNATIONAL MECHANICAL CODE CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. ALL OPENINGS IN WALLS, FLOORS OR CEILINGS SHALL BE PROPERLY SEALED AND RESTORED IN KIND. FLASH AND COUNTER-FLASH AT ROOF OPENINGS. ALL EQUIPMENT SHALL BE LISTED AND LABELED, UNLESS OTHERWISE APPROVED. ALL WIRING SHALL MEET THE REQUIREMENTS LISTED IN THE ELECTRICAL SPECIFICATIONS. ALL CONTROL AND INTERLOCK WIRING AND CONDUIT (120V OR 24V) SHALL BE BY THE MECHANICAL CONTRACTOR. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THIS CODE. CLEANING: THIS CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL ACCUMULATION OF DIRT, DEBRIS, WASTE MATERIALS AND RUBBISH CAUSED BY HIS EMPLOYEES OR WORK, AT LEAST ONCE A WEEK, EXCEPT THAT COMBUSTIBLE MATERIALS SHALL BE REMOVED DAILY. EXISTING CONDITIONS DO NOT REUSE REMOVED MECHANICAL MATERIALS UNLESS SPECIFICALLY INDICATED ON DRAWINGS. EXISTING SYSTEMS MAY BE UTILIZED ONLY TO THE EXTENT INDICATED ON DRAWINGS. IF REQUIRED TO ACCOMMODATE CONSTRUCTION RELATED ACTIVITIES TEMPORARILY REMOVE, STORE IN PROTECTED LOCATION ON SITE, AND REINSTALL CONFLICTING MECHANICAL EQUIPMENT, OR DEVICES THAT ARE TO REMAIN OR TO BE RELOCATED. WHERE THE TERM “DEMOLITION” IS USED HEREIN, INTERPRET IT TO MEAN “DEMOLITION” OR “SELECTIVE DEMOLITION” WHERE APPLICABLE. PROVIDE MECHANICAL DEMOLITION WORK AS REQUIRED TO ACCOMMODATE PROJECT DEMOLITION AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. DISCONNECT AND REMOVE WORK TO BE ABANDONED, AND AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, IN AREAS AFFECTED BY THIS PROJECT. LEGALLY DISPOSE OF MATERIALS TO SALVAGED OR RETAINED. DURING PROGRESS OF THE WORK, MAINTAIN ON DRAWINGS AT THE SITE, AN ACCURATE RECORD OF THE INSTALLATION OF THE MECHANICAL SYSTEM, INDICATING ALL ITEMS WHICH HAVE BEEN CHANGED OR ADDED. OBTAIN AND PAY FOR ALL PERMITS AND MECHANICAL INSPECTIONS REQUIRED BY LOCAL AUTHORITY, FOR THE APPROVAL OF WORK. A CERTIFICATE OF FINAL INSPECTION AND APPROVAL SHALL BE SUBMITTED WITH THE CONTRACTOR'S REQUEST FOR FINAL PAYMENT. NO FINAL PAYMENT WILL BE APPROVED WITHOUT THIS CERTIFICATE. 23 05 03 SUBMITTALS FOR MECHANICAL SYSTEMS DESIGN BASIS MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: MAKE, MODEL NUMBER, DIMENSIONS, ELECTRICAL CHARACTERISTICS (RATING). SHOP DRAWINGS SHALL BEAR NAME OF PROJECT AND LOCATION. THE MAKE, TYPE, AND FINISH OF ALL MATERIALS, EQUIPMENT AND APPARATUS SHALL BE APPROVED BY THE ENGINEER/ ARCHITECT IN WRITING BEFORE THE CONTRACTOR INSTALLS IT. ANY SUBSTITUTION FOR ANY SPECIFIED EQUIPMENT OR MATERIAL SHALL FIRST BY APPROVED BY THE ENGINEER/ARCHITECT IN WRITING. SUBMIT SHOP DRAWINGS ON THE FOLLOWING ITEMS FOR REVIEW BEFORE FABRICATION OR SHIPMENT: · AIR HANDLING UNITS · HEAT PUMPS · DUCT · DAMPERS · DIFFUSERS, REGISTERS, AND LOUVERS MAINTENANCE MANUALS: FURNISH THREE FINAL COPIES, INCLUDING WIRING DIAGRAMS, MAINTENANCE AND OPERATING INSTRUCTIONS, PARTS LISTINGS, AND COPIES OF OTHER SUBMITTALS INDICATED FOR INCLUSION. ANY CHANGES TO ITEMS SPECIFIED MUST BE SUBMITTED AS A SUBSTITUTION, WITH COMPLETE DOCUMENTATION OF PRICE DIFFERENTIAL AND EQUIPMENT DETAILS. 1. CERTAIN MAKES OF MATERIALS AND EQUIPMENT ARE SPECIFIED AND DRAWINGS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHINGS AND INSTALLING THE SPECIFIED MAKE AND MODEL OR THE "EQUIVALENT" MODEL OF ANOTHER OF THE SPECIFIED MANUFACTURERS WHICH MEETS ALL THE QUALIFICATIONS OF THE SPECIFIED ITEMS. 2. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH. SHOP DRAWING APPROVAL SHALL BE OBTAINED PRIOR TO SHIPMENT OF EQUIPMENT. 3. "EQUIVALENT" MATERIALS AND EQUIPMENT ARE THOSE OF MANUFACTURER WHICH MEET THE SAME STANDARDS OF PERFORMANCE, HAVE EQUAL OR BETTER MATERIALS OF CONSTRUCTION, AND EQUAL OR BETTER MAINTENANCE CHARACTERISTICS. ALL EQUIVALENTS MUST FIT THE SPACE PROVIDED IN THE BUILDING STRUCTURE. WHERE THE USE OF EQUIVALENTS RESULTS IN CHANGES, THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH CHANGES AND ANY COSTS RESULTING FROM THEM. 4. IF THE CONTRACTOR INTENDS TO USE EQUIPMENT OR MATERIALS NOT SPECIFIED, HE MUST RECEIVE APPROVAL FROM THE ENGINEER/ARCHITECT PRIOR TO THE AWARD OF THE CONTRACT. THIS PRIOR APPROVAL ONLY PERMITS SUBMITTAL OF A PARTICULAR MANUFACTURER'S EQUIPMENT IN GENERAL. THE SPECIFIED ITEM TO BE USED MUST AGAIN BE SUBMITTED FOR FINAL REVIEW AS SPECIFIED UNDER "SHOP DRAWINGS". 23 05 29 PIPING HANGERS AND SUPPORTS SUPPORT ALL DUCT WORK BY HANGERS OR BRACKETS. FURNISH STRUCTURAL STEEL MEMBERS WHERE REQUIRED TO SUPPORT DUCT WORK. DUCTWORK - SUPPORT BY MEANS OF HANGERS AS FOLLOWS: DUCT WIDTH 30 OR LESS 23 31 13 METAL DUCTS CONSTRUCTION, INSTALLATION AND SUPPORT OF ALL DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA "HVAC DUCT CONSTRUCTION STANDARD -METAL AND FLEXIBLE". ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ACHIEVE AIR-TIGHT (5% LEAKAGE FOR SYSTEMS RATED 3" AND UNDER; 1% FOR SYSTEMS RATED OVER 3") AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS. INSTALL EACH RUN WITH MINIMUM NUMBER OF JOINTS. ALIGN DUCTWORK ACCURATELY AT CONNECTIONS, WITHIN 1/8" MISALIGNMENT TOLERANCE AND WITH INTERNAL SURFACES SMOOTH. SUPPORT VERTICAL DUCTS AT EVERY FLOOR. SUPPORT DUCT WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING 10 FEET. DUCTS SHALL BE GALVANIZED SHEET METAL OF STANDARD GAUGES. DUCTWORK SHALL HAVE A MINIMUM THICKNESS OF 24 GUAGE. ALL DUCT ELBOWS SHALL BE EITHER FULL RADIUS OR WITH TURNING VANES. PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS OR AS REQUIRED FOR BALANCING TO REQUIRED AIR FLOWS. PROVIDE RADIUS TYPE FITTINGS FABRICATED OF MULTIPLE SECTIONS WITH MAXIMUM 15 DEG. CHANGE OF DIRECTION PER SECTION. UNLESS DETAILED OTHERWISE, USE 45 DEG. LATERALS AND 45 DEG. ELBOWS FOR BRANCH TAKEOFF CONNECTIONS. WHERE 90 DEG. BRANCHES ARE INDICATED, PROVIDE CONICAL TYPE TEES. PROVIDE DUCT SEALANT AND/OR CEMEMT WHICH IS NON-HARDENING, NON-MIGRATING MASTIC OR OF LIQUID ELASTIC SEALANT, TYPE APPLICABLE FOR FABRICATION/INSTALLATION DETAIL, AS COMPOUNDED AND RECOMMENDED BY MANUFACTURER SPECIFICALLY FOR SEALING JOINTS AND SEAMS IN DUCTWORK. FLEXIBLE DUCTS SHALL EITHER BE SPIRAL-WOUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING OR CORRUGATED ALUMINUM. THE MAXIMUM LENGTH OF FLEX DUCT ON THE SUPPLY EQUALS 5 FEET. FLEX IS NOT ALLOWED FOR RETURN, RELIEF OR EXHAUST APPLICATIONS. FLEXIBLE DUCTS SHALL CONFORM TO THE REQUIREMENTS OF UL 181 FOR CLASS 0 OR CLASS 1 FLEXIBLE AIR DUCTS AND SHALL BE SO IDENTIFIED. WHERE INSTALLED IN UNCONDITIONED SPACES OTHER THAN RETURN AIR PLENUMS, PROVIDE 1" THICK 1-1/2 LB. CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. SHOP FABRICATE DUCTWORK IN 4, 8, 10 OR 12-FT LENGTHS, OR REQUIRED TO COMPLETE RUNS. FABRICATE DUCTWORK WITH DUCT LINER IN EACH SECTION OF DUCT WHERE INDICATED. LAMINATE LINER TO INTERNAL SURFACES OF DUCT IN ACCORDANCE WITH INSTRUCTIONS BY MANUFACTURERS OF LINING AND ADHESIVE, AND FASTEN WITH MECHANICAL FASTENERS. DUCT LINER TO BE 3- LB DENSITY FOR ACOUSTIC REQUIREMENTS 1" THICK OR AS NOTED. SIZE OF DUCTWORK SHOWN ON THE DRAWINGS IS FREE NET AREA, OUTSIDE DIMENSION OF DUCTS WILL NEED TO BE INCREASED IF LINED DUCT IS USED. SIZE OF DUCTWORK SHOWN ON THE DRAWINGS IS FREE NET AREA, OUTSIDE DIMENSION OF DUCTS WILL NEED TO BE INCREASED IF LINED DUCT IS USED. DUCT LINER SHALL BE OF FIBROUS GLASS OF THICKNESS INDICATED. 3-LB DENSITY. ALL LINERS, INSULATION AND ADHESIVES SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. 23 33 13 DAMPERS DAMPERS WITH LOCKING DEVICE, WHERE ACCESSIBLE, SHALL BE RUSKIN MD-35. OPPOSED BLADE FOR RECTANGULAR DUCTS 12 INCHES AND ABOVE, AND MODEL MD-25 PARALLEL BLADE FOR DUCTS 10 INCHES AND BELOW, AND MODEL MDRS-25 FOR ROUND DUCTS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SINGLE BLADE ROUND DAMPERS WITH LOCKING DEVICE SHALL BE IN SPIN-IN COLLARS. ELECTRIC MOTORIZED DAMPER SHALL BE SIZED TO OPERATE WITH SUFFICIENT RESERVE POWER TO PROVIDE SMOOTH MODULATING ACTION OR TWO- POSITION ACTION. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 23 74 00 - AIR HANDLING UNITS AIR HANDLING UNITS INCLUDE FAN SECTIONS WITH MOTOR AND DRIVE, HEATING AND COOLING COIL SECTIONS, FILTER SECTIONS, MIXING BOXES, ACCESS SECTIONS AND OTHER COMPONENTS AS INDICATED ON THE DRAWINGS.EXTENT OF AIR HANDLING UNIT WORK REQUIRED BY THIS SECTION IS INDICATED ON DRAWINGS AND SCHEDULES. HANDLE UNITS AND COMPONENTS CAEFULLY TO PREVENT DAMAGE. REPLACE ANY DAMAGED UNITS OR COMPONENTS WITH NEW. STORE UNITS AND COMPONENTS IN CLEAN DRY PLACE, OFF THE GROUND, AND PROTECT FROM WEATHER, WATER AND PHYSICAL DAMAGE. COMPLY WITH MANUFACTURER'S RIGGING AND INSTALLATION INSTRUCTIONS FOR UNLOADING UNITS AND MOVING THEM TO FINAL LOCATION. CASING TO BE 18 GAUGE STEEL PANELS REINFORCED WITH AN INTERNAL STRUCTURAL FRAME SUPPORTING UNIT COMPONENTS. ALL CASING SECTIONS SHALL BE BOTLETD TO GETHER WITH CADMIUM PLATED BOLTS. PROVIDE REMOVABLE PANELS, LATCH-TYPE ACCESS DOORS OR HINGEDM WALK-IN ACCESS DOORS FOR ACESS TO INTERNAL MOVING PARTSAND INSPECTION OF EACH SECTION WITHOUT DISMANTLING. INTERNAL INSULATION OF 1" THICH, 3/4 LB, MAT FACED GLASS FIBER BLANKET APPLIED WITH ADHESIVE, BOTH INSULATION AND ADHESIVE TO CONFORM TO REQUIREMENTS OF NFPA 90A. PROVIDE GALVANIZED STEEL DRAIN PAN INSULATED WITH CELULAR, FOAN-IN-PLACE SPRAYED INSULATION CONFORMING TO REQUIREMENTS OF NFPA 90A WITH EXTERNAL DRAIN CONNECTIONS ON BOTH SIDES OF CASING. FAN SHALL BE AMCA RATED CENTRIFUGAL FAN WITH GREASE LUBRICATED FAN BEARING SELECTED FOR 200,000 HOURS AVERAGE LIFE AT MAXIMUM OPERATING CONDITIONS. COILS GENERAL: COILS TO BE ALUMINUM PLATE OR SPIRAL-TYPE FINS MECHAINCALLY BONDED TO COPER TUBES, ARI CERTIFIED PERFOMANCE. PROVIDE DRAIN PAN FOR ECAH COOLING COIL SECTION. COIL TO BE PRESSURE AND LEAK TESTED AT 200 PSIG MINIMUM. WATER HEATING COILS: HOT WATER COILS TO BE U-TUBE COIL WITH SUPPLY AND RETURN HEADERS, AND CIRCULATING AS REQUIRED. INTEGRAL FACE AND BY-PASS COIL COMPRISED OF MULTIPLE ALTERNATIN FINNED HEATING ELECMENTS AND BYPASSES WITH INTERLOCKING DAMPERS, DAMPER MOTOR AND AIRSTREAM THERMOSTAT. WATER COOLING COILS: COLD WATER COILS TO BE U-TUBE COILD WITH SUPPLY AND RETURN HEADERS, VENT AND DRAIN CONNECTIONSAND CIRCUITING AS REQUIRED AND INTERMENDIATE DRAINS FOR CONPLETELY DRAINABLE FREEZE PROTECTION. DX COOLING COILS: DX COOLING COILS SHALL BE U-TUBE COIL WITH REFRIGERANT DISTRIBUTED EQUALLY TO MULTIPLE CIRCUITS BY PRESSURE TYPE DISTRIBUTING HEADER WITH CIRCUITING AS REQUIRED. CHEMICALLY CLEAN METAL PARTS OF CASING AND ALL ACCESSORIES, EXCEPT COILS, AND COAT WITH AN ENAMEL FINISH UPON COMPLETION ON FULL INSTALL. 23 81 26 - HEAT PUMP HEAT PUMP: AIR COOLED HEAT PUMP AS SCHEDULED, OR EQUIVALENT. COOLING CAPACITY SHALL BE AS LISTED. CASING: STEEL, FINISHED WITH BAKED ENAMEL IN COLOR SELECTED BY ARCHITECT, WITH REMOVABLE PANELS FOR ACCESS TO CONTROLS, WEEP HOLES FOR WATER DRAINAGE, AND MOUNTING HOLES IN BASE. PROVIDE BRASS SERVICE VALVES, FITTINGS, AND GAGE PORTS ON EXTERIOR OF CASING. COMPRESSOR: HERMETICALLY SEALED SCROLL COMPRESSOR WITH CRANKCASE HEATER AND MOUNTED ON VIBRATION ISOLATION DEVICE. COMPRESSOR MOTOR SHALL HAVE THERMAL- AND CURRENT-SENSITIVE OVERLOAD DEVICES, START CAPACITOR, RELAY, AND CONTACTOR. REFRIGERANT CHARGE: R-454B. REFRIGERANT COIL: COPPER TUBE, WITH MECHANICALLY BONDED ALUMINUM FINS AND LIQUID SUBCOOLER. COMPLY WITH ARI 210/240. RETAIN STATEMENT BELOW FOR HEAT-PUMP UNITS. HEAT-PUMP COMPONENTS: REVERSING VALVE AND LOW-TEMPERATURE-AIR CUTOFF THERMOSTAT. FAN: ALUMINUM-PROPELLER TYPE, DIRECTLY CONNECTED TO MOTOR. MOTOR: PERMANENTLY LUBRICATED, WITH INTEGRAL THERMAL-OVERLOAD PROTECTION. ACCESSORIES: AUTOMATIC-RESET TIMER TO PREVENT RAPID CYCLING OF COMPRESSOR, LOW AND HIGH PRESSURE SWITCHES, CRANKCASE HEATER, TIME GUARD, COLD START, HARD START, FILTER/DRYER, SOLENOID VALVE. ONE STAGE HEAT/ONE STAGE COOL PROGRAMMABLE THERMOSTAT, FULLY CHARGED INSULATED REFRIGERANT LINES. REFRIGERANT LINE KITS: SOFT-ANNEALED COPPER SUCTION AND LIQUID LINES FACTORY CLEANED, DRIED, PRESSURIZED, AND SEALED; FACTORY- INSULATED SUCTION LINE WITH FLARED FITTINGS AT BOTH ENDSLOW AND HIGH PRESSURE SWITCHES, CRANKCASE HEATER, TIME GUARD, COLD START, HARD START FILTER/DRYER, SOLENOID VALVE. ONE STAGE HEAT/ONE STAGE COOL PROGRAMMABLE THERMOSTAT, FULLY CHARGED INSULATED REFRIGERANT LINES. TEST AND RATE IN COMPLIANCE WITH ARI STANDARD 240, AIR-SOURCE UNITARY HEAT PUMP EQUIPMENT. CONSTRUCT AND INSTALL UNITS IN ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE AND NFPA 90-A, STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS. PROVIDE UNITS WITH EER'S AND COP'S WHICH EQUAL OR EXCEED THOSE PRESCRIBED IN OBBC MECHANICAL CODE ARTICLE 19, ENERGY CONSERVATION. INSTALLATION - INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE ADDITIONAL SUPPORT STEEL NECESSARY FOR COMPLETE INSTALLATION. PROVIDE ADEQUATE CLEARANCE FROM OTHER EQUIPMENT FOR PROPER AIRFLOW. JO HN J .GRA V ESMECHANICAL STATEOF CA L I F O R N I AREGISTEREDPROFESSIONALE N GINEERNo. M 37684 Exp _______12/31/25 JO H N G R A V E S , P E , 26 9 6 P I N E V I E W D R I V E VI L L A H I L L S , K Y 4 1 0 1 7 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 M501 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 ENERGY COMPLIANCE 11/04/2024 WC-1 UT-1 WH-1SAN CW VT 3/4"ø CD AHU-1 1 2 3 4 5 6 7 1 1 / 2 " ø V T 2" ø S A N 3 "ø 1 1 /2 "ø UT-1 3 /4 "ø 1/ 2 " ø 1/ 2 " ø H W 1/2"ø UT-1 WH-1 JO HN J .GRA V ESMECHANICAL STATEOF CA L I F O R N I AREGISTEREDPROFESSIONALE N GINEERNo. M 37684 Exp _______12/31/25 JO H N G R A V E S , P E , 26 9 6 P I N E V I E W D R I V E VI L L A H I L L S , K Y 4 1 0 1 7 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 P101 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 FLOOR PLAN 11/04/2024 P101 1/4" = 1’−0" 1 FLOOR PLAN PLUMBING PLAN KEYED NOTES PLUMBING GENERAL NOTES A. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF WORK. VERIFY ALL DIMENSIONS. DRAWINGS ARE ILLUSTRATIVE AND MAY NOT REFLECT EXACT CONDITIONS OR DIMENSIONS. B. DO NOT SCALE THE DRAWINGS. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF EQUIPMENT AND SYSTEMS. THEY ARE NOT INTENDED TO SHOW EVERY OFFSET, FITTING AND COMPONENT. DO NOT USE THE PLANS FOR EXACT LOCATION OF EQUIPMENT, FIXTURES OR ARCHITECTURAL ITEMS SUCH AS WALLS, WINDOWS, SOFFITS, AND PILASTERS. SPECIFIC LOCATIONS, MOUNTING HEIGHTS AND OVERALL DIMENSIONS OF DEVICES AND FIXTURES ARE TO BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS AND DETAILS WHEN AVAILABLE. C. DRAWINGS SPECIFIC TO THIS TRADE DO NOT LIMIT THE RESPONSIBILITY OR WORK REQUIRED BY THE CONTRACT DOCUMENTS REFER TO DRAWINGS AND SPECIFICATIONS OF OTHER TRADES FOR COMPLETE INFORMATION PRIOR TO BID. D. WHERE CONFLICTS EXIST AMONG DRAWINGS, SPECIFICATIONS AND EQUIPMENT SCHEDULES, THE MORE STRINGENT SHALL APPLY. NOTIFY THE ENGINEER OF ALL CONFLICTS FOR RESOLUTION OR INTERPRETATION. E. NOTIFY THE OWNER IN WRITING AND FIELD VERIFY CONDITIONS BEFORE PERFORMING ANY CORING OR ANY OTHER STRUCTURAL MODIFICATIONS. ENSURE THAT NO ADVERSE EFFECT TO THE BUILDING'S STRUCTURAL INTEGRITY WILL OCCUR. F. ANY EXISTING CONDITION DISCOVERED DURING THE DEMOLITION OR CONSTRUCTION PROCESS WHICH, BY GENERALLY ACCEPTED CONSTRUCTION PRACTICES, SHOULD BE REMEDIED, SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER/ARCHITECT IMMEDIATELY, IN WRITING. G. OBTAIN WRITTEN APPROVAL FROM THE ENGINEER BEFORE REUSING ANY EXISTING EQUIPMENT, COMPONENTS OR OPENINGS. H. INSULATE PLUMBING LINES IN EXTERIOR WALLS TO PREVENT FREEZING. I. COORDINATE ROOF WORK WITH ROOFING CONTRACTOR TO ASSURE THAT THE ROOF WARRANTY IS NOT VOIDED. J. VERIFY IF PLUMBING IS ALLOWED IN LANDLORD DEMISING WALL WITH JEFF REGNER PRIOR TO BID. 1 NEW PRESSURE-ASSISTED WATER CLOSET TO REPLACE EXISTING WATER CLOSET IN SAME LOCATION. RECONNECT TO EXISTING PLUMBING LINES. 2 EXISTING LAVATORY, INSTANT WATER HEATER AND ALL ASSOCIATED PIPING TO REMAIN. PROTECT DURING CONSTRUCTION. 3 PROVIDE NEW ELECTRIC WATER HEATER AN MOUNT ON SHELF ABOVE UTILITY TUB. ROUTE RELIEF AND DRAIN PAN PIPING TO UTILITY TUB BELOW, OR NEAREST APPROVED RECEPTACLE. 4 CONNECT NEW 3/4" COLD WATER LINE TO EXISTING COLD WATER LINE AS REQUIRED. FIELD VERIFY EXACT SIZE, LOCATION AND PRESSURE PRIOR TO BEGINNING WORK. 5 CONNECT NEW 3" SANITARY LINE TO EXISTING SANITARY LINE AS REQUIRED. FIELD VERIFY EXACT SIZE, LOCATION, INVERT ELEVATION AND FLOW DIRECTION PRIOR TO BEGINNING WORK. 6 CONNECT NEW 1-1/2" VENT LINE TO EXISTING VENT LINE AS REQUIRED. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BEGINNING WORK. 7 ROUTE CONDENSATE LINE FROM AHU-1 DOWN IN WALL AND DISCHARGE TO UTILITY TUB AS REQUIRED. TERMINATE CONDENSATE LINE WITH AIR GAP. P101 2 SANITARY ISOMETRIC P101 3 WATER ISOMETRIC PLUMBING FIXTURE SCHEDULE MARK CONN DESCRIPTION GPFSAN CW HW VENT UT-1 2" 1/2" 1/2" 1-1/2" UTILITY TUB: HEAVY DUTY LAUNDRY TUB MODEL TAT1 WITH LEGS. CHROME PLATED FAUCET (A1) WITH 4" CENTERSET, 4" BLAND HANDLES, 6-3/4" SWING SPOUT, AERATOR, AND HOSE ADAPTOR. PROVIDE INTEGRAL DRAIN WITH PLUG, P-TRAP, AND SUPPLY LINE. WC-1 4" 1/2" - 2" WATER CLOSET: FLOOR SET, TANK TYPE, AMERICAN STANDARD "CADET RIGHT HEIGHT" PRESSURE-ASSISTED 2467.016 (WHITE FINISH). 1.6 GPF. MEETS ADA GUIDELINES. CONACT PANDORA IF EXISTING ROUGH IN IS OTHER THAN 12". 1.6 WH-1 - 1/2" 1/2" - ELECTRIC WATER HEATER - EQUAL TO A.O. SMITH DURA-POWER DEL-10, 2000 WATT ELECTRIC ELEMENT, 208V/1P. 20 GALLON STORAGE TANK, 10 GPH RECOVERY @ 80° TEMPERATURE RISE, 73 LBS, 22-1/4" HEIGHT, 21-3/4" DIAMETER. JO HN J .GRA V ESMECHANICAL STATEOF CA L I F O R N I AREGISTEREDPROFESSIONALE N GINEERNo. M 37684 Exp _______12/31/25 JO H N G R A V E S , P E , 26 9 6 P I N E V I E W D R I V E VI L L A H I L L S , K Y 4 1 0 1 7 PROJECT # DATE ISSUED 2025 MARQUE ENGINEERING LLC © THIS PLAN IS PROTECTED UNDER FEDERAL COPYRIGHTS LAWS. THE ORIGINAL PURCHASER IS AUTHORIZED TO CONSTRUCT WITH THIS PLAN FOR ONLY ONE TIME. REUSE OR CHANGE OF THIS PLAN IS PROHIBITED. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED HEREIN ARE OWNED BY AND THE PROPERTY OF MARQUE ENGINEERING LLC. NOTHING ON THESE PLANS SHALL BE REUSED WITHOUT THE WRITTEN PERMISSION OF MARQUE ENGINEERING LLC. IF PLANS ARE NOT PRESENTED FOR PERMIT REVIEW WITHIN 120 DAYS OF ENGINEER SIGNATURE THIS SHEET IS VOID AND WILL NEED TO BE UPDATED BY THE ENGINEER OF RECORD. Revisions: Mark Date By Description 11/04/2024 MR/MD ISSUED FOR LANDLORD EV O K E 2 . 0 P201 12530 11/04/2024 SANTA ANITA 400 S BALDWIN AVE. SUITE B-4/SB4 ARCADIA, CA 91007 SPECIFICATIONS 11/04/2024 DIVISION 22 - PLUMBING SPECIFICATION SECTION 22 05 00.00 - COMMON WORK RESULTS FOR PLUMBING GENERAL THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND INSTRUCTIONS TO BIDDERS SHALL APPLY TO AND BE PART OF THIS SPECIFICATION. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES OF INSPECTION AND APPROVALS REQUIRED. THE BASE BID SHALL INCLUDE FURNISHING ALL MATERIALS, LABOR, TOOLS, EQUIPMENT AND INSTALLATION OF ALL WORK REQUIRED TO PROVIDE COMPLETE PLUMBING SYSTEMS AS OUTLINED IN DIVISION-22. EXAMINE THE DRAWINGS, SPECIFICATIONS, AND VISIT THE SITE PRIOR TO SUBMITTING A BID. PLANS PLANS ARE DIAGRAMMATIC INDICATING REQUIRED SIZE, POINTS OF TERMINATION OF PIPING AND SUGGESTED ROUTES. HOWEVER, IT IS NOT INTENDED THAT DRAWINGS INDICATE ALL NECESSARY OFFSETS. INSTALL PIPING IN SUCH MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS AND PRESERVE HEADROOM. ALL PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND SYMMETRICAL WITH ARCHITECTURAL ITEMS. PIPING SHALL BE CONCEALED IN PIPE SHAFTS, PIPE SPACES, AND FURRING WHEREVER POSSIBLE. PIPING FABRICATED BEFORE COORDINATION WITH THE OTHER TRADES WILL BE DONE AT CONTRACTORS' OWN RISK. IN THE EVENT OF INCONSISTENCIES OR CONFLICT WITHIN OR BETWEEN THE CONTRACT DOCUMENTS, PROVIDE THE BETTER QUALITY, MORE COSTLY OR GREATER QUANTITY OF WORK AND COMPLY WITH THE MORE STRINGENT REQUIREMENTS. SEEK THE DIRECTION OF THE ENGINEER OF RECORD FOR CLARIFICATION OF CONFLICTS AS SOON AS A CONFLICT IS IDENTIFIED. (PRIOR TO INSTALLATION) CUTTING AND PATCHING CONTRACTOR SHALL INCLUDE ALL NECESSARY CUTTING AND PATCHING REQUIRED TO PERFORM THEIR WORK. CARE SHALL BE TAKEN WHEN WORKING IN EXISTING SPACES SO AS NOT TO DAMAGE EXISTING WALLS AND CEILINGS WHERE WORK IS BEING PERFORMED. PROVIDE NON-DESTRUCTIVE CONCRETE STRUCTURAL SCANNING OR CONCRETE X-RAY PRIOR TO DRILLING, CUTTING OR CORING. SAW CUT ALL SLAB PENETRATIONS. SEAL AROUND ALL WALL, FLOOR AND CEILING PIPE PENETRATIONS WITH NFPA APPROVED SEALANT MATERIAL TO MAINTAIN THE FIRE RESISTANT AND WATERTIGHT INTEGRITY OF THE ASSEMBLY. DISCONNECT, DEMOLISH, AND REMOVE FROM SITE ALL PLUMBING SYSTEMS, EQUIPMENT, AND COMPONENTS INDICATED TO BE REMOVED AND AS NECESSARY TO PERFORM THE DESCRIBED SCOPE OF WORK. NO UNUSED PLUMBING SYSTEMS, EQUIPMENT, AND COMPONENTS SHALL BE ABANDONED. EXCAVATION AND BACKFILL PERFORM ALL EXCAVATION AND BACKFILLING REQUIRED FOR THIS WORK. CONTRACTOR SHALL CONSULT WITH UTILITY COMPANY PRIOR TO BEGINNING EXCAVATION. AT A MINIMUM, ALL PIPING SHALL BE LAID ON A BED OF SAND, 6" DEEP, WELL TAMPED INTO PLACE AND PROPERLY GRADED TO PERMIT THE PIPE TO HAVE AN EVEN BEARING THROUGHOUT ITS ENTIRE LENGTH. SAND SHALL BE INSTALLED AROUND THE PIPING AND TO A POINT 6” ABOVE THE PIPING. PIPE JOINTS AND CONNECTIONS ANY MINOR ADJUSTMENT IN LOCATION OF ALIGNMENT OF NEW WORK OR CONNECTION TO EXISTING UTILITIES SHALL BE PERFORMED AS DIRECTED BY THE ENGINEER WITHOUT ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO THE GROUNDS, WALKS, ROAD, BUILDING, PIPING SYSTEMS, ELECTRICAL SYSTEMS, AND THEIR EQUIPMENT AND CONTENTS, CAUSED BY LEAKS IN THE PIPING SYSTEMS BEING INSTALLED OR HAVING BEEN INSTALLED BY HIM. THE CONTRACTOR SHALL REPAIR AT HIS EXPENSE ALL DAMAGED SO CAUSED. ALL REPAIR WORK SHALL BE DONE AS DIRECTED BY AND IN SUCH MANNER AS SATISFACTORY TO THE ARCHITECT. OWNER RESERVES THE RIGHT TO MAKE EMERGENCY REPAIRS AS REQUIRED TO KEEP EQUIPMENT IN OPERATION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE BOND NOR RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITIES DURING THE BONDING PERIOD. WARRANTY THIS CONTRACTOR SHALL WARRANT THAT ALL WORK UNDER THIS SECTION SHALL BE FREE OF DEFECTIVE WORK, MATERIALS AND PARTS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE WORK AND SHALL REPAIR, REVISE, AND REPLACE, AT NO COST TO THE OWNER, ANY SUCH DEFECTS OCCURRING WITHIN THE WARRANTY PERIOD. 22 05 03.00 SUBMITTALS FOR PLUMBING DESIGN BASIS MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING THIS MAKE OF MATERIAL AND EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: MAKE, MODEL NUMBER, DIMENSIONS, ELECTRICAL CHARACTERISTICS (RATING). SHOP DRAWINGS SHALL BEAR NAME OF PROJECT AND LOCATION. THE MAKE, TYPE, AND FINISH OF ALL MATERIALS, EQUIPMENT AND APPARATUS SHALL BE APPROVED BY THE ENGINEER/ ARCHITECT IN WRITING BEFORE THE CONTRACTOR INSTALLS IT. ANY SUBSTITUTION FOR ANY SPECIFIED EQUIPMENT OR MATERIAL SHALL FIRST BY APPROVED BY THE ENGINEER/ARCHITECT IN WRITING. SUBMIT SHOP DRAWINGS ON THE FOLLOWING ITEMS FOR REVIEW BEFORE FABRICATION OR SHIPMENT: · PLUMBING FIXTURES · WATER HEATERS MAINTENANCE MANUALS: FURNISH THREE FINAL COPIES, INCLUDING WIRING DIAGRAMS, MAINTENANCE AND OPERATING INSTRUCTIONS, PARTS LISTINGS, AND COPIES OF OTHER SUBMITTALS INDICATED FOR INCLUSION. ANY CHANGES TO ITEMS SPECIFIED MUST BE SUBMITTED AS A SUBSTITUTION, WITH COMPLETE DOCUMENTATION OF PRICE DIFFERENTIAL AND EQUIPMENT DETAILS. 1. CERTAIN MAKES OF MATERIALS AND EQUIPMENT ARE SPECIFIED AND DRAWINGS ARE DETAILED ACCORDING TO THIS MATERIAL. CONTRACTOR SHALL BASE HIS BID ON FURNISHINGS AND INSTALLING THE SPECIFIED MAKE AND MODEL OR THE "EQUIVALENT" MODEL OF ANOTHER OF THE SPECIFIED MANUFACTURERS WHICH MEETS ALL THE QUALIFICATIONS OF THE SPECIFIED ITEMS. 2. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH. SHOP DRAWING APPROVAL SHALL BE OBTAINED PRIOR TO SHIPMENT OF EQUIPMENT. 3. "EQUIVALENT" MATERIALS AND EQUIPMENT ARE THOSE OF MANUFACTURER WHICH MEET THE SAME STANDARDS OF PERFORMANCE, HAVE EQUAL OR BETTER MATERIALS OF CONSTRUCTION, AND EQUAL OR BETTER MAINTENANCE CHARACTERISTICS. ALL EQUIVALENTS MUST FIT THE SPACE PROVIDED IN THE BUILDING STRUCTURE. WHERE THE USE OF EQUIVALENTS RESULTS IN CHANGES, THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH CHANGES AND ANY COSTS RESULTING FROM THEM. 4. IF THE CONTRACTOR INTENDS TO USE EQUIPMENT OR MATERIALS NOT SPECIFIED, HE MUST RECEIVE APPROVAL FROM THE ENGINEER/ARCHITECT PRIOR TO THE AWARD OF THE CONTRACT. THIS PRIOR APPROVAL ONLY PERMITS SUBMITTAL OF A PARTICULAR MANUFACTURER'S EQUIPMENT IN GENERAL. THE SPECIFIED ITEM TO BE USED MUST AGAIN BE SUBMITTED FOR FINAL REVIEW AS SPECIFIED UNDER "SHOP DRAWINGS". 22 05 23.00 GENERAL DUTY VALVES GENERAL PROVIDE STOPS OR ISOLATION VALVES ON DOMESTIC WATER SUPPLIES TO ISOLATE HOT AND COLD WATER TO EACH FIXTURE, INCLUDING ALL EQUIPMENT AND EQUIPMENT PROVIDED BY OTHERS. FIXTURES, ITEM OR UNITS FURNISHED BY THE MANUFACTURER WITH INTEGRAL STOPS OR STOPS SPECIFIED WITH THE FIXTURE ARE CONSIDERED TO BE PROPERLY VALVED AT THE FIXTURES. ACCESS SHALL BE PROVIDED TO ALL VALVES. VALVES ON DOMESTIC WATER PIPING SHALL BE BALL VALVES. [BALL VALVES - 1 INCH AND SMALLER: 2-PIECE BODY, 600 PSI CWP, 150 PSI SWP, CAST BRONZE BODY, FULL PORT, TEFLON SEATS, BLOWOUT- PROOF STEM, ADJUSTABLE PACKING GLAND, CHROME PLATED BRONZE BALL, WITH SCREWED ENDS, AND VINYL-COVERED STEEL HANDLE. PROVIDE SOLDER ENDS. PROVIDE EXTENDED VALVE STEMS FOR VALVES USED ON INSULATED LINES. PROVIDE NIBCO SERIES 585-70-NS.] [BALL VALVES: 1-1/4 INCH TO 3 INCH: 3-PIECE BODY, 600 PSI CWP, 150 PSI SWP, CAST BRONZE BODY, CONVENTIONAL PORT, TEFLON SEATS, BLOWOUT-PROOF STEM, ADJUSTABLE PACKING GLAND, CHROME PLATED BRONZE BALL, SCREWED ENDS, AND VINYL-COVERED STEEL HANDLE. PROVIDE SOLDER ENDS. PROVIDE EXTENDED VALVE STEMS FOR VALVES USED ON INSULATED LINES. PROVIDE TO NIBCO SERIES 590- Y.] MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: AMERICAN VALVE, INC. CONBRACO INDUSTRIES, INC.; APOLLO VALVES. CRANE CO.; CRANE VALVE GROUP; CRANE VALVES. HAMMOND VALVE. MILWAUKEE VALVE COMPANY. NIBCO INC. RED-WHITE VALVE CORPORATION. WATTS REGULATOR CO.; A DIVISION OF WATTS WATER TECHNOLOGIES, INC CHECK VALVES SWING CHECK VALVES - CLASS 125, CAST BRONZE BODY AND CAP, HORIZONTAL SWING, Y-PATTERN, WITH A BRONZE DISC, AND HAVING THREADED OR SOLDER ENDS. PROVIDE SOLDER ENDS FOR DOMESTIC HOT AND COLD WATER SERVICE. PROVIDE NIBCO S-413. 22 05 29.00 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT GENERAL SUPPORT ALL PIPING AND EQUIPMENT BY HANGERS OR BRACKETS. PROVIDE STRUCTURAL STEEL MEMBERS WHERE REQUIRED TO SUPPORT PIPING AND EQUIPMENT. NO PORTION OF PIPING OR VALVES SHALL BE SUPPORTED BY EQUIPMENT. DELEGATED DESIGN FOR EQUIPMENT SUPPORTS, THIS CONTRACTOR SHALL RETAIN A QUALIFIED PROFESSIONAL ENGINEER TO PROVIDE SUPPORT CALCULATIONS OF STATIC AND DYNAMIC LOADING DUE TO OPERATING EQUIPMENT WEIGHT, SEISMIC AND WIND FORCES. THE SIGNED AND SEALED CALCULATIONS AND DETAILS SHALL BE SUBMITTED BY THE RETAINED PROFESSIONAL ENGINEER. PIPING PROVIDE HANGERS, SUPPORTS, CLAMPS AND ATTACHMENTS TO SUPPORT PIPING PROPERLY FROM BUILDING STRUCTURE. ARRANGE FOR GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING SUPPORTED TOGETHER ON FIELD-FABRICATED, HEAVY-DUTY TRAPEZE HANGERS WHERE POSSIBLE. WHERE PIPING OF VARIOUS SIZES IS SUPPORTED TOGETHER BY TRAPEZE HANGERS, SPACE HANGERS FOR SMALLEST PIPE SIZE OR PROVIDE INTERMEDIATE SUPPORTS FOR SMALLER DIAMETER PIPE AS SPECIFIED ABOVE FOR INDIVIDUAL PIPE HANGERS. INDIVIDUAL PIPE HANGERS TO BE ANVIL INTERNATIONAL CLEVIS HANGER FIG. 260, ELCEN. ROD SIZES TO CONFORM TO THE FOLLOWING: 3/8" RODS FOR 3/4" TO 2" PIPE; 1/2" RODS FOR 2-1/2" TO 3" PIPE; 5/8" RODS FOR 4" TO 5" PIPE; 3/4" RODS FOR 6" PIPE. HANGERS SHALL BE SIZED TO ALLOW INSULATION TO PASS THROUGH UNOBSTRUCTED, PROVIDE SADDLE SUPPORT FOR INSULATION AT ALL HANGERS. HANGER SPACING FOR STEEL PIPING UNLESS OTHERWISE NOTED IS TO BE AS FOLLOWS: 1-1/4” OR SMALLER TO BE 8' ON CENTER; 1-1/2" TO 2" TO BE 10' ON CENTER; 2-1/2" AND LARGER TO BE 12' ON CENTER AND AT EACH CHANGE OF DIRECTION. HANGER SPACING FOR COPPER PIPE TO BE AS FOLLOWS: 1" OR SMALLER 6' ON CENTER; 1-1/4" OR LARGER 8' ON CENTER. HANGER SPACE FOR CPVC AND PVC PIPE TO BE AS FOLLOWS: 1” AND SMALLER TO BE 3' ON CENTER; 1-1/4” OR LARGER TO BE 4' ON CENTER. PIPING SHALL ALSO BE SUPPORTED AT EACH CHANGE IN DIRECTION, VALVES AND EQUIPMENT. 22 05 53.00 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PIPING PROVIDE SELF-ADHESIVE PIPE LABELS WITH WHITE BACKGROUND AND BLACK LETTERING, CONTACT TYPE WITH PERMANENT ADHESIVE BACKING. INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS AS USED ON THE DRAWINGS AND AN ARROW INDICATING FLOW DIRECTION. EQUIPMENT PROVIDE SELF-ADHESIVE PLASTIC EQUIPMENT LABELS WITH WHITE BACKGROUND AND BLACK LETTERING, CONTACT TYPE WITH PERMANENT ADHESIVE BACKING, 160 DEGREE F TEMPERATURE. INCLUDE EQUIPMENT'S DRAWING DESIGNATION AND SPECIFICATION SECTION NUMBER WHERE EQUIPMENT IS SPECIFIED. 22 07 19.00 - PLUMBING SYSTEM INSULATION GENERAL INSULATION SHALL BE LISTED AND LABELED PER ASTM E 84 FOR PLENUM INSTALLATIONS EMPLOYING SLIP ON TECHNIQUES. PROVIDE INSULATION MATERIALS, ACCESSORIES, AND FINISHES WITH SMOOTH, STRAIGHT, AND EVEN SURFACES; FREE OF VOIDS THROUGHOUT THE LENGTH OF PIPING INCLUDING FITTINGS, VALVES, AND SPECIALTIES. SURFACE PREPARATION: CLEAN AND DRY SURFACES TO RECEIVE INSULATION. REMOVE MATERIALS THAT WILL ADVERSELY AFFECT INSULATION APPLICATION. PIPING SYSTEMS REQUIRING INSULATION INSULATE DOMESTIC COLD WATER PIPING, ASSOCIATED FITTINGS AND VALVES WITH FLEXIBLE ELASTOMERIC 1/2” WALL THICKNESS INSULATION. INSULATE DOMESTIC HOT WATER PIPING, ASSOCIATED FITTINGS AND VALVES WITH 1” THICK FLEXIBLE ELASTOMERIC, 1” THICK MINERAL WOOL, 1-1/2” THICK FIBERGLASS INSULATION OR PER LOCAL ENERGY CODE, WHICHEVER GREATER. INSULATE DOMESTIC HOT WATER RETURN PIPING, ASSOCIATED FITTINGS AND VALVES WITH 1” WALL THICKNESS INSULATION OR PER LOCAL ENERGY CODE, WHICHEVER GREATER. INSULATE WASTE PIPING ABOVE CEILINGS THAT RECEIVE CONDENSATE WITH 1/2" WALL THICKNESS INSULATION. INSULATE EXPOSED SANITARY DRAINS, DOMESTIC WATER, DOMESTIC HOT WATER, AND STOPS FOR PLUMBING FIXTURES FOR PEOPLE WITH DISABILITIES. FIBERGLASS INSULATION FIBERGLASS PIPING INSULATION: ASTM C 547, CLASS 1 ENCASE PIPE FITTINGS INSULATION WITH ONE-PIECE PRE-MOLDED PVC FITTING COVERS. VAPOR BARRIER MATERIAL: PAPER-BACKED ALUMINUM FOIL, EXCEPT AS OTHERWISE INDICATED, STRENGTH AND PERMEABILITY RATING EQUIVALENT TO ADJOINING PIPE INSULATION JACKETING. STAPLES, BANDS, WIRES, AND CEMENT: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. ADHESIVES, SEALERS, AND PROTECTIVE FINISHES: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: ARMSTRONG WORLD INDUSTRIES, INC. OWENS-CORNING FIBERGLASS CORP. KEENE CORP. CERTAINTEED. JOHNS MANVILLE. ADHESIVES MATERIALS SHALL BE COMPATIBLE WITH INSULATION MATERIALS, JACKETS, AND SUBSTRATES AND FOR BONDING INSULATION TO ITSELF AND TO SURFACES TO BE INSULATED, UNLESS OTHERWISE INDICATED. INSULATION FOR HANDICAP ACCESSIBLE FIXTURES ALL HANDICAP LAVATORY P-TRAP AND ANGLE STOP ASSEMBLIES SHALL BE INSULATED WITH TRAP WRAP PROTECTIVE KIT MANUFACTURED BY PROFLO MODEL PF202WH. ABRASION RESISTANT, ANTI-MICROBIAL VINYL EXTERIOR COVER SHALL BE SMOOTH. FOR TRAPS, THE INSULATION SHALL HAVE A CLEANOUT NUT CAP TO ALLOW SERVICE TO THE TRAP WITHOUT DISASSEMBLY. FOR STOPS, THE INSULATION SHALL HAVE A LOCK LID THAT PREVENTS TAMPERING BUT ALLOWS ACCESS WITHOUT REMOVAL OF THE INSULATION. FASTENERS SHALL REMAIN SUBSTANTIALLY OUT OF SIGHT. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS: PROFLO TRUEBRO PLUMBEREX 22 11 16.00 - DOMESTIC WATER PIPING GENERAL INSTALL PIPING CONCEALED FROM VIEW UNLESS NOTED OTHERWISE, FREE OF SAGS AND BENDS. DO NOT ENCLOSE, COVER, OR PUT PIPING INTO OPERATION UNTIL IT HAS BEEN INSPECTED AND APPROVED BY AUTHORITIES HAVING JURISDICTION. CLEAN AND DISINFECT POTABLE DOMESTIC WATER PIPING USING APPROVED PROCEDURES BY AUTHORITIES HAVING JURISDICTION. INSTALL AT RIGHT ANGLES; DIAGONAL RUNS ARE PROHIBITED UNLESS OTHERWISE SHOWN. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL. COORDINATE ALL PIPING WITH ALL OTHER TRADES. PROVIDE WATER PRESSURE REGULATORS WHERE NECESSARY TO LIMIT THE INCOMING WATER PRESSURE TO 80 PSI INSIDE THE BUILDING. DOMESTIC WATER PIPING ABOVE GROUND: HARD COPPER TUBE, ASTM B 88, TYPE L; WROUGHT-COPPER, SOLDER-JOINT FITTINGS; AND SOLDERED JOINTS. SOLDER FILLER METALS: ASTM B 32, LEAD-FREE ALLOYS. FLUX: ASTM B 813, WATER FLUSHABLE. TYPE “L”; COPPER PRESSURE-SEAL JOINT; AND PRESSURE-SEAL JOINT SYSTEMS. CATHODIC PROTECTION PROVIDE DIELECTRIC INSULATION AT POINTS WHERE COPPER OR BRASS PIPE COMES IN CONTACT WITH FERROUS PIPING, REINFORCING STEEL OR OTHER DISSIMILAR METAL IN STRUCTURE. 22 11 19.00 - DOMESTIC WATER PIPING SPECIALTIES REDUCED PRESSURE BACKFLOW PREVENTERS BACKFLOW PREVENTER (2” AND SMALLER) - PROVIDE A REDUCED PRESSURE BACKFLOW PREVENTER ON WATER SERVICE MAIN WHERE THE WATER SERVICE ENTERS THE BUILDING. REDUCED PRESSURE BACKFLOW PREVENTER SHALL BE SIZED EQUAL TO THE SIZE OF THE WATER SERVICE AND CONFORM TO ASSE 1013. PIPE BACKFLOW PREVENTER DISCHARGE TO APPROVED PLACE OF DISPOSAL. TRAP-SEAL PRIMER DEVICE THE PLUMBING CONTRACTOR SHALL PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. TRAP PRIMER SHALL BE MIFAB MR-500 TRAP PRIMER VALVE. PROVIDE ACCESS PANEL IN WALL OR CEILING FOR ALL CONCEALED TRAP PRIMERS. INSTALL TRAP SEAL PRIMER VALVES WITH OUTLET PIPING PITCHED DOWN TOWARD DRAIN TRAP A MINIMUM OF 1% AND CONNECT TO FLOOR DRAIN BODY, TRAP OR INLET FITTING.COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND LIMITED TO, THE FOLLOWING: MIFAB, INC. PRECISION PLUMBING PRODUCTS, INC. SIOUX CHIEF MANUFACTURING COMPANY, INC. SMITH, JAY R. MFG. CO.; DIVISION OF SMITH INDUSTRIES, INC. WATTS; A DIVISION OF WATTS WATER TECHNOLOGIES, INC.; WATTS REGULATOR COMPANY. WATER TAB METERS [DISPLACEMENT-TYPE WATER METERS: PLUMBING CONTRACTOR TO COORDINATE WITH OWNER FOR EXACT MODEL AND MANUFACTURER. DESCRIPTION: DISPLACEMENT-TYPE WATER METER COMPLYING WITH AWWA C700. REMOTE REGISTRATION SYSTEM: DIRECT-READING TYPE COMPLYING WITH AWWA C706; MODIFIED WITH SIGNAL-TRANSMITTING ASSEMBLY, LOW-VOLTAGE CONNECTING WIRING, AND REMOTE REGISTER ASSEMBLY AS REQUIRED BY LANDLORD OR OWNER. MOUNT READER IN AN ACCESSIBLE LOCATION. WATER HAMMER ARRESTERS PROVIDE WATER-HAMMER ARRESTERS IN WATER PIPING ACCORDING TO PDI-WH 201. STANDARD: ASSE 1010 OR PDI-WH 201. TYPE: METAL BELLOWS OR COPPER TUBE WITH PISTON. SIZE: ASSE 1010, SIZES AA AND A THROUGH F, OR PDI-WH 201, SIZES A THROUGH F. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: AMTROL, INC. JOSAM COMPANY. PRECISION PLUMBING PRODUCTS, INC. SIOUX CHIEF MANUFACTURING COMPANY, INC. SMITH, JAY R. MFG. CO.; DIVISION OF SMITH INDUSTRIES, INC. WATTS DRAINAGE 22 13 16.00 SANITARY, WASTE AND VENT PIPING SYSTEM GENERAL PROVIDE A COMPLETE SOIL, WASTE AND VENT SYSTEM IN THE BUILDING AND ON THE SITE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. ABOVE GROUND SOIL, WASTE AND VENT PIPING WITHIN BUILDINGS INCLUDING SOIL STACKS, VENT STACKS, HORIZONTAL BRANCHES, TRAPS, AND CONNECTIONS TO FIXTURES AND DRAINS. UNDERGROUND BUILDING DRAIN PIPING INCLUDING MAINS, BRANCHES, TRAPS, CONNECTIONS TO FIXTURES AND DRAINS, AND CONNECTIONS TO STACKS, TERMINATING AT CONNECTION TO EXISTING SANITARY SEWER. INTERIOR PIPING CAST IRON SOIL PIPING AND FITTINGS NO HUB ASTM A-74 WITH ASTM C-564 GASKETED JOINTS. WASTE AND VENT PIPING 2-1/2" AND UNDER - TYPE "M" COPPER ASTM B88.62. SOIL, WASTE AND VENT PIPING 3" AND OVER IN SIZE AND ALL UNDERGROUND CAST IRON SOIL PIPING AND FITTINGS, ASTM A-74. NO-HUB CAST IRON PIPE AND FITTINGS MAY BE USED ABOVE FLOOR FOR SOIL, WASTE, AND VENT PIPING. NO PVC ABOVE GRADE. PIPING ALIGNMENT SHALL BE AS INDICATED ON THE DRAWINGS USING APPROVED WYE BRANCHES OR EIGHT BANDS FOR DIRECTION CHANGES AND SHALL BE SURELY SUPPORTED OR SECURED TO MAINTAIN SUCH ALIGNMENT. PIPING ALIGNMENT SHALL BE AS INDICATED ON THE DRAWINGS USING APPROVED WYE BRANCHES OR EIGHTH BENDS FOR DIRECTION CHANGES AND SHALL BE SURELY SUPPORTED OR SECURED TO MAINTAIN SUCH ALIGNMENT. PITCH OF SANITARY PIPING SHALL BE UNIFORM AT A MINIMUM OF 1/8" PER FOOT FOR BUILDING DRAINS, DRAINAGE PIPING GREATER THAN 2” AND AS INDICATED ON THE DRAWINGS. PITCH OF SANITARY PIPING SHALL BE UNIFORM AT A MINIMUM OF 1/4" PER FOOT FOR DRAINAGE PIPING 2” AND SMALLER AND AS INDICATED ON THE DRAWINGS. PROTECTION SHALL BE GIVEN ALL FOOTINGS, OTHER STRUCTURAL ELEMENTS DURING UNDERGROUND WORK ADJACENT TO SUCH ITEMS. REFER TO ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR LOCATIONS. VENT ALL FIXTURES, CONNECT BRANCH VENTS TO MAIN VENT RISERS AT LEAST SIX INCHES ABOVE FLOOD RIM OF FIXTURES. PITCH VENT LINES BACK TO SOIL OR WASTE PIPE, FREE OF DROPS AND SAGS. CLEANOUTS SHALL BE FULL SIZE OF PIPE UP TO 4", AND 4" FOR LARGER SIZES. FOR UNDERGROUND AND CONCEALED LINES, PROVIDE CLEANOUTS IN ACCESSIBLE POSITIONS AT EACH RIGHT ANGLE TURN AND AT INTERVALS NOT TO EXCEED FIFTY FEET. IN FLOORS, INSTALL FLUSH WITH FINISH FLOOR WITH EXTENSION PIPE FROM CLEANOUT WYE. 22 30 01.00 POINT OF USE THERMOSTATIC MIXING VALVES GENERAL THERMOSTATIC MIXING VALVES SHALL BE PROVIDED FOR ALL PUBLIC HAND WASHING SINKS AND LAVATORIES AND SHALL BE ASSE 1070 LISTED, LEAD FREE, SWEAT CONNECTIONS, 125 PSI OPERATING PRESSURE. MOUNT UNDER SINK OR LAVATORY. SET OUTLET TEMPERATURE OF THERMOSTATIC MIXING VALVE TO 105 DEGREES F. POINT-OF USE THERMOSTATIC MIXING VALVES SHALL BE POWERS HYDROGUARD e480. ROUTE TEMPERED WATER TO HOT WATER SIDE OF SINK AND LAVATORIES. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: SYMMONS LAWLER LEONARD POWERS BRADLEY 22 40 00.00 PLUMBING FIXTURES GENERAL REFER TO PLUMBING FIXTURE SCHEDULE. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, AND ARE LIMITED TO, THE FOLLOWING: AMERICAN STANDARD AMERICA. CRANE PLUMBING, LLC. KOHLER CO. TOTO USA, INC. ZURN INDUSTRIES, LLC; COMMERCIAL BRASS AND FIXTURES. STERLING; A KOHLER COMPANY. ELJER INC.