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HomeMy WebLinkAbout400 S Baldwin Ave - 2024 - CH JEWELERS/TIME VALEEUPDN UPDN DN UP PATIO (LEVEL 2 OF 3) PATIO PATIO PATIO X-BRAC E SMUSM U SMUSMU X-BRACE UPDN UPDN DN UP PATIO (LEVEL 2 OF 3) PATIO PATIO PATIO X-BRAC E SMUSM U SMUSMU X-BRACE ROOF DNUPDN DN DN DN DN DN DNDNDN DN DN RESTRM EXPA N S I O N JOINT FIRE R M PLAY SPACE PATIO PATIO PATIO PATIO PATIO PATIOPATIO PATIOPATIO PATIO * PATIO WHBRACING CLIENT: CHONG HING JEWELERS 140 W. VALLEY BLVD. SUITE 119, SAN GABRIEL, CA 91776 STEPHANIE LEE stephanielee@chpremier.com LANDLORD: THE SHOPS AT SANTA ANITA 400 S. BALDWIN AVE. SUITE 231, ARCADIA,CA 91007 SHANNON YSAAC Shannon@shopsatsantaanita. com DESIGNER: KLAWITER & ASSOCIATES, INC. 626 WILSHIRE BLVD., STE. 555 LOS ANGELES, CA 90017 KRISTEN ANDERSON 310.846.7141 kanderson@klawiter.com MARJORIE TE 909.806.0378 mte@klawiter.com MECHANICAL/ ELECTRICAL ENGINEER: BUILDING SOLUTIONS GROUP 1139 WESTMINSTER AVE., UNIT A, ALHAMBRA, CA 91803 ROGER NITE (MECH) rnite@buildingsolutionsgroup. com JOSEPH CORTES (ELEC) jcortes@buildingsolutions group.com STRUCTURAL ENGINEER: STRUCTURAL FOCUS 19210 S. VERMONT AVE. BLDG. B, SUITE 210,GARDENA, CA 90248 BRENDAN RAMOS 310.323.9113 x29 bramos@structuralfocus.com 1.All work shall comply with the regulations of government authorities having jurisdiction. The specifications shall be supplemental to all laws and codes of governmental regulating bodies relating to buildings, and all applicable requirements specified in these regulations shall be followed as though specifically noted in the specifications or drawings. This shall not, however, be construed to mean that any requirements set forth in the specifications can be modified because they are not specifically noted by such codes or laws. It is the General Contractor's responsibility to notify Klawiter and associates of any conflicts between these drawings and local building access. 2.The Contractor is responsible for hiring Subcontractors who specialize in commercial, and not residential, construction. Those Subcontractors shall have the resources available to complete the project within the construction schedule. 3.The Contractor shall not make changes to the construction drawings based on pricing and assumptions during the construction bidding process. 4.Prior to beginning work, the General Contractor shall furnish a construction schedule showing chronological phasing of work with start and completion dates. 5.Do not scale drawings: dimensions govern. Large scale details govern over small scale details. Dimensions as shown on floor plans shall be to face of finish unless noted otherwise. Contractor to issue a formal RFI regarding any questions or discrepancies found on drawings, prior to beginning work. 6.The Contractor/Subcontractor shall obtain and pay for all approvals and permits necessary for execution of the work. 7.These drawings do not include necessary components for construction safety. Safety on the job site is the Contractor's responsibility. 8.Only drawings, specifications, addenda and change orders bearing approval of Klawiter and associates and owner shall be used in the execution of work or permitted on the job site. Such revisions shall become a part of the contract documents. 9.GCs USING PROCORE SOFTWARE 9.1.GC shall place “Ball in Court” issuances to the proper consultant engineer, including building engineer, for Fire Life Safety, and sprinklers. 9.2.GC shall issue RFIs and submittals as a complete and single document with all sketches and photos in PDF no .tiff or .jpg separate files will be accepted. 9.3.Submittal and RFI overdue reminders should be turned off. 9.4.GC shall describe in the title of the RFI or submittal the reason or purpose of the document. Additional information shall be included in the Description. 9.5.RFIs or submittals with multiple items shall be numbered to allow KAI to provide partial responses or review. 9.6.RFIs and submittals for areas outside the suite shall be issued directly to the landlord. 10.The General Contractor shall provide physical sample submittals in triplicate for all finishes. All other submittals shall first be reviewed and stamped by the GC as conforming with the construction documents. Submittals shall be provided in electronic (PDF) fashion only. PDFs shall be e-mailed as a set including a Contractor's transmittal. No loose pdfs shall be accepted. Send to Klawiter and Associates for review and approval in a timely manner prior to fabrication release. Those submittals shall include, but are not limited to the following: 10.1.All millwork items 10.2.All exposed and concealed miscellaneous metal items 10.3.All floor finishes including installation drawings 10.4.Wall and ceiling finishes 10.5.All finished or exposed electrical, lighting and plumbing items 10.6.Electrical and HVAC shop drawings clearly showing zoning. 24 hour HVAC equipment 10.7.Lighting controls and exit signs 10.8.Appliances 10.9.Door, frame, hardware, transitions and thresholds 11.Substitutions, or changes must have prior approval by Klawiter and Associates. The General Contractor is to submit substitution material specifications and samples for approval in writing prior to commencement of work. 12.The General Contractor shall provide and install all materials and equipment required to complete construction of the project in accordance with the drawings and specifications. 13.The Contractor is responsible for damage and quality inspection of all materials upon delivery to the job site and prior to installation. Damaged or substandard goods will not be accepted. 14.During the entire period of demolition and construction, all existing exits, exit lighting, fire protective devices and alarms shall be maintained. 15.All Contractors shall contact building management to determine the rules of the building owner for construction, to determine when and how deliveries can be made, what phases of construction can be done on regular or overtime and any special building requirements which will affect their work. 16.The General Contractor shall properly protect the landlord's and adjoining property of any damage caused by his work or workmen and the damage must be made good without delay. Patching and replacing of damaged work shall be done by the Contractor who is responsible for the damage. 17.The General Contractor shall be responsible for providing meeting minutes for all meetings. 18.General Contractor is to provide and maintain safe and uninterrupted use of mechanical and electrical systems. 19.The General Contractor shall remove all rubbish and waste materials on a daily basis. 20.The General Contractor shall coordinate work being performed by others. 21.The General Contractor shall maintain a current and complete set of construction drawings during all phases of construction for use by all trades. 22.The Contractor shall provide and install all stiffeners, bracings, blocking, backing and supports required for the installation of all casework, toilet room accessories, fixtures and partitions and all wall-mounted or suspended mechanical, electrical or miscellaneous equipment. 23.The Contractor shall inspect all work previously prepared or installed by others before applying the subsequent materials or finishes. Any unsatisfactory condition must be reported to Klawiter and Associates and corrected before further work proceeds. 24.The Contractor shall follow all installation requirements per manufacturer's instruction unless otherwise specified. 25.Upon substantial completion, the Contractor shall provide reproducible "as built" drawings in AutoCAD format acceptable to the tenant and landlord showing all lighting, electrical circuitry work (including numbers) and any other discipline as actually installed. 26.All claims for additional work shall be submitted in writing for approval of the tenant and should include a complete description of the work being performed, materials being used, the construction space number of the area being worked in and the authorization under which the work is being performed. 27.The General Contractor shall submit for review and acceptance by owner (and owner's designer and landlord) two hardcopies of the closeout packages or as determined at start of construction: 27.1. Maintenance manuals, 27.2.All written warranties, 27.3.Inspection cards and certificate of occupancy 27.4.Signed building permits 27.5.Air balance reports 27.6.Deputy inspection reports if applicable L Ø # c & @ AND ANGLE AT CENTERLINE DIAMETER PERPENDICULAR CHANNEL POUND OR NUMBER AIR CONDITIONING ACOUSTICAL ABOVE FINISH FLOOR ALUMINUM APPROVED BUILDING BULLET RESISTANT CEMENT CEILING CLEAR COLUMN CONCRETE CONTINUOUS CONTRACTOR DEPTH/DEDICATED DEMOLITION DEDICATED DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOOR DOWN DRAWING EXISTING ELECTRICAL ELEVATOR ELECTRICAL PANEL EQUAL FAX OUTLET FLOOR DRAIN FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FINISH FLOOR FLUORESCENT FACE OF STUD GAUGE GROUND FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HARDWARE HOLLOW METAL HEIGHT HEATING, VENTILATION & AIR CONDITIONING AC ACOUS AFF AL APPD BLDG BR CEM CLG CLR COL CONC CONT CONTR D DEMO DED DET DF DIA DIM DR DN DWG EXISTG ELEC EL EP EQ F FD FEC FHC FIN FLR FLUOR FOS GA GFCI GL GYP BD HDWR HM HT HVAC INSIDE DIAMETER INTERIOR Klawiter & ASSOCIATES, INC. LAVATORY MATERIALS MAXIMUM MECHANICAL MANUFACTURER MINIMUM MIRROR MULLION NEW NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE PROVIDE AND INSTALL PARTITION PAIR PAINT PLASTIC LAMINATE RELOCATED/REMOVED RADIUS REFERENCE REQUIRED REVISION ROOM ROUGH OPENING SEPARATE CIRCUIT SHEET SIMILAR SPECIFICATION STAINLESS STEEL STANDARD SUSPENDED TO BE DETERMINED TELEPHONE THICKNESS TYPICAL UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED VOLTS VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WIDTH WITH WOOD ID INT KAI LAV MAT MAX MECH MFR MIN MI MUL N NIC NTS OC OD OPP P&I PART PR PT P-LAM R RA REF REQD REV RM RO SC SHT SIM SPEC SS STD SUSP TBD TEL THK TYP U.N.O. U.O.N. V VCT VERT VIF W W WD 1.TYPE OF CONSTRUCTION: II A 2.NUMBER OF STORIES:3 3.OCCUPANCY GROUP:M, MERCHANTILE (NO CHANGE) 4.EXISTING BUILDING IS FIRE SPRINKLERED TO NFPA 13 5.SCOPE OF WORK: NEW STOREFRONT GLASS DOORS AND PARTITIONS, NEW NON-BEARING INTERIOR PARTITIONS, NEW CEILING AND LIGHT FIXTURES, NEW WALL AND FLOOR FINISHES, NEW RESTROOMS, NO CHANGE OF USE 6.AREA OF WORK FOR VALUATION PURPOSES ONLY : 6,815 S.F. 400 S. BALDWIN AVE. L5 & L7 THE SHOPS AT SANTA ANITA 0-1 ML MASTER LEGEND 0D-1 PATH OF TRAVEL PLAN - FOR REFERENCE ONLY 0D-1.1 SITE PLAN 0D-2 RESTROOMS, PLANS & ELEVATIONS 0D-3 DISABLED ACCESS NOTES 0D-4 DISABLED ACCESS DIAGRAMS:DOORS, RAMPS & ELEVATORS 0D-5 DISABLED ACCESS DIAGRAMS: REACH RANGES, RESTROOMS & SIGNS 0D-6 DISABLED ACCESS DIAGRAMS: PARKING, CURBS AND DETECTABLE WARNINGS 0E-1 EGRESS PLAN 0G-1 GREEN BUILDING NOTES 0G-2 GREEN BUILDING NOTES 0G-3 GREEN BUILDING NOTES A0 GENERAL NOTES A01 DEMOLITION PLAN A1 PARTITION PLAN A1-1SC SCHEDULES A2 REFLECTED CEILING A3 POWER & DATA PLAN A4 FINISH PLANS A6-1 STORE FRONT ELEVATIONS & SECTIONS A6-2 INTERIOR ELEVATIONS & SECTIONS I A6-2 INTERIOR ELEVATIONS & SECTIONS II A9-1 PARTITION AND CEILING DETAILS A9-2 FRAMED GLAZING DETAILS A9-3 CEILING DETAILS A9-4 MILLWORK DETAILS A9-5 ROLL-UP DOOR DETAILS STRUCTURAL S0.1 GENERAL STRUCTURAL NOTES & DRAWING INDEX S0.2 GENERAL STRUCTURAL NOTES CONTINUED S0.3 SYMBOLS & ABBREVIATIONS S1.0 TYPICAL DETAILS S2.0 PLAN S5.0 DETAILS ELECTRICAL E001 GENERAL NOTES, LEGEND, ABBREVIATIONS LIST AND SHEET INDEX E002 SINGLE-LINE DIAGRAM, PANEL SCHEDULE & DETAILS E003 TITLE 24 - INDOOR LIGHTING, LIGHTING FIXTURE SCHEDULE E200 POWER PLAN E300 LIGHTING PLAN E400 HVAC PLAN MECHANICAL M0.1 GENERAL NOTES, SYMBOLS, LEGENDS & ABBREVIATIONS LIST M0.2 EQUIPMENT SCHEDULES & SPECIFICATIONS M0.3 CA TITLE 24 M1.1 MECHANICAL REMODEL PLAN M1.2 MECHANICAL ROOF PLAN M2.0 MECHANICAL DETAILS PLUMBING P0-01 PLUMBING NOTES, LEGEND, SCHEDULES AND SYMBOLS P0-02 PLUMBING EQUIPMENT & APPLIANCE SCHEDULE P1-00 DEMOLITION PLAN P1-01A DOMESTIC WATER REMODEL PLAN P1-01B SANITARY WASTE & VENT REMODEL PLAN P2-00 PLUMBING DETAILS ABBREVIATIONS CONTRACTOR NOTES LOCATION MAP KEY PLAN PROJECT SUMMARY PROJECT DIRECTORY SHEET INDEX Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0-1ML APPLICABLE CODES 1.The bidding documents shall consist of the interior architecture drawings and the mechanical, electrical, plumbing drawings. As issued by Klawiter and Associates for bidding or pricing. No prior issuances shall be used for pricing. 2.The General Contractor (GC) shall submit a construction schedule with the bid indicating long lead items and coordination dates for tenant vendors. 3.The GC and subContractor(s) shall advise Klawiter and Associates in writing of any specified materials or equipment that is either unavailable or will cause a delay in the construction completion schedule due to delayed availability. 4.GC shall visit the job site prior to submittal of final bid and shall compare all bidding documents with each other and verify all dimensions and conditions prior to beginning work. Should any dimensions or conditions arise where the intent of the drawings is in doubt or where there is a discrepancy, KAI shall be notified immediately for clarification. Do not proceed with work until all such discrepancies have been fully resolved. 5.Bid documents shall be submitted in electronic format with Excel template provided by KAI. 6.No substitutions will be considered. If the GC proposes alternates these should be on a separate line item and not a part of the base bid. 7.All requested alternates shall be bid and itemized identifying any schedule changes. If no change in the base bid is required, enter "no change". BIDDING REQUIREMENTS N N 2022 CBC (BASED ON 2021 IBC) 2022 CPC (BASED ON 2021 UPC) 2022 CEC (BASED ON 2021 NEC) 2022 CMC (BASED ON 2021 UMC) 2022 CBC ENERGY CODE TITLE 24, PART 6 2022 CGBC 2023 CITYOF ARCADIA AMENDMENTS ON ALL OF THE ABOVE AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. PER ORDINANCE 170,158) ( INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000) SEPARATE PLUMBING PERMIT IS REQUIRED. SEISMIC GAS VALVE THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN-FEET OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND / OR ADDITIONAL EXPENSE. CONSTRUCTION IN RIGHT-OF-WAY GENERAL 1.Shaft enclosures shall have a fire-resistive rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezzanines. Shaft enclosures shall have a fire-resistive rating not less than the floor assembly penetrated, but need not exceed 2 hours per CBC 713.4. 2.Ducts and air transfer openings permitted in fire walls in accordance with section 706.11 shall be protected with listed fire dampers installed in accordance with their listing 717.1. 3.A listed smoke damper designed to resist the passage of smoke shall be provided at each point a duct or air transfer opening penetrates a smoke barrier. Smoke dampers and smoke damper actuation methods shall comply with CBC 717.3.3.2 FIRE PROTECTION EQUIPMENT 1.Fire protection must be provided prior to and during construction per CFC chapter 33. 2.Portable fire extinguishers shall be provided in occupancies and locations per CBC 906.1 3.Provide a portable fire extinguisher with a rating of not less than 2A or 2A-10BC within 75 foot travel distance to all portions of the building on all floors (also during construction). 4.Provide fire extinguishers as required by the fire department field inspector. 5.General contractor to provide cut sheets for fire extinguisher enclosures. 6.Automatic sprinkler systems required during construction, alteration and demolition operations shall be provided in per CBC 903.2.12 and CFC chapter 33 7.Penetrations of fire-resistance-rated walls by ducts that are not protected with dampers shall comply with CBC 714.1 ducts and air transfer openings that are protected with dampers shall comply with CBC section 717.1 FIRE ALARM 1.Extend or modify existing fire/life/safety system as required by the electrical division of the Department of Building and Safety. 2.Visible alarm notification appliances shall be provided in accordance with CBC sections 907.5.2.3 with exceptions. 3.Audible alarm notification appliances shall be provided in accordance to CBC 907.5.2.1 with exceptions. FINISHES 1.Interior wall and ceiling finishes shall have a flame spread index not greater that specified in CBC table 803.13 for the group and location designated (CBC 803.1.1). 2.Interior wall and ceiling finishes for office areas of a "B" occupancy shall not exceed a flame spread of 200 (class c) or smoke-developed index of 450 in a fully sprinklered building. 3.Interior wall and ceiling finishes for exit corridors of a "B" occupancy shall not exceed a flame spread of 200 (class C) or smoke-developed index of 450 in a fully sprinklered building. 4.Interior wall and ceiling finishes for exit enclosures and exit passageways of a "B" occupancy shall not exceed a flame spread of 75 (class B) or smoke-developed index of 450 in a fully sprinkled building. Note: (in exit enclosures of buildings less than 3 stories in height of other than group i-3, class B finish for nonsprinklered buildings and class Cc interior finish for sprinklered buildings shall be permitted). 5.Interior wall and ceiling finishes for an assembly room of an "A" occupancy shall not exceed a flame spread of 75 (class b) or smoke-developed index of 450 in a fully sprinklered building. 6.Any decorations used (curtains, draperies, hangings, etc.) shall be noncombustible or be flameproofed in an approved manner . FIRE SPRINKLERS, FIRE ALARM. DEFERRED SUBMITTALS FIRE DEPT. NOTES I EXIT SIGNS AND MEANS OF EGRESS ILLUMINATION 1.Exit signs shall be internally or externally illuminated 2. Exit signs illuminated by an external source shall have an intensity of not less than 5 foot candles (54 iux). 3.Internally illuminated signs shall be listed and labeled and shall be installed in accordance with the manufacturer's instructions and CBC section 1013.5. 4.Exit signs shall be illuminated at all times. 5.Exit signs shall be connected to an emergency power system that will provide an illumination of not less than 90 min. In case of primary power loss section 1013.6.3. And 1013.6.3 6.Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. CBC section 1010.1.9.5.- 1010.1.9. 7.Door handles, lock and other operating devices shall be installed at a min. 34” and a max. 44” above the finished floor. 8.This door to remain unlocked when space is occupied (when shown on drawings and hardware schedule). 9. All egress door operations shall comply with sections 1010.1.9 and 1010.1.9.13 10. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 11. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 12.The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas; per CBC 1008.3.2 a.Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress b.Corridors, exit enclosures and exit passageways in buildings required to have two or more exits. A.Exterior egress components at other than the level of exit discharge until exit discharge is accomplished for buildings required to have two or more exits. B.Interior exit discharge elements, as permitted in section 1008.3.1, in buildings required to have two or more exits. C.Exterior landings, as required by section 1010.1.6, for exit discharge doorways in buildings required to have two or more exits. 13. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. The installation of the emergency power system shall be in accordance with CBC section 1013.6.3. 14. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. FIRE DEPT. NOTES II MASTER LEGEND Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0-1 ML Master Legend.dwg EXITS 1.Exit doors shall swing in the direction of egress travel where serving an occupant load of 50 or more persons or a group h occupancy per CBC 1010.1.2.1 2.Except as specifically permitted by this section egress doors shall be readily operable from the egress side without the use of a key or special knowledge or effort per cbc 1010.1.9. 3.The clear width of walking surfaces shall be 36" minimum per CBC 11b-403.5.1. Exceptions to 11b-403.5 1.The clear width shall be permitted to be reduced to 32" minimum for a length of 24" maximum provided that reduced width segments are separated by segments that are 48" long minimum and 36" wide minimum. 2.The clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44" minimum. 3.Each door in a means of egress from a group a, or assembly area not classified as an assembly occupancy, E, i-2 or i-2.1 occupancies having an occupant load of 50 or more and any group h occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. CH JEWELERS / TIME VALLEE OCCUPANCY CALCULATIONS Occupancy Area Type Square Feet Floor Area per SF per occupant Number of Occupants Round Up TSSA L5 & L7 6815.0 'M' Mercantile CH JEWELERS 2685.0 60 Net 44.8 45 VIP 210.0 60 Net 3.5 4 L'ATELIER 337.0 60 Net 5.6 6 TIME VALLEE 1427.0 60 Net 23.8 24 'B' Business Conference 146.0 15 Net 9.7 10 Break room 176.0 15 Net 11.7 12 Office Area 1834.0 150 Gross 12.2 13 Totals 99.1 101 B B B 9'-0" STANDARD 18 ' - 0 " @ S T A N D A R D S T A L L , T Y P . 3'- 0 " C WHEEL STOP WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12" HIGH MINIMUM WHITE LETTERS. 6'-0"4" WIDE PAINTED STRIPING, TYP. ACCESSIBILITY SIGN 5'-0" STANDARD TYP. PAVEMENT SYMBOL NO PARKING 12'-0" VAN 18 ' - 0 " @ S T A N D A R D S T A L L , T Y P . 3'- 0 " C 6'-0"4" WIDE PAINTED STRIPING, TYP. 5'-0" VAN NO PARKING TYP. PAVEMENT SYMBOL WHEEL STOP WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12" HIGH MINIMUM WHITE LETTERS. 70 SQ. IN. ACCESSIBILITY SIGN MOUNTED AT 80" AFF STRIPES AT 36" MAXIMUM ON CENTER CONTRASTING WITH THE PARKING SURFACE PREFERABLY PAINTED BLUE OR WHITE STRIPES AT 36" MAXIMUM ON CENTER CONTRASTING WITH THE PARKING SURFACE PREFERABLY PAINTED BLUE OR WHITE LOADING AND UNLOADING AISLE AT PASSENGER SIDE BORDER PAINTED BLUE LOADING AND UNLOADING AISLE AT PASSENGER SIDE BORDER PAINTED BLUE3'-0" 1' - 0 " 3'-0" 1' - 0 " PARKING ONLY VAN ACCESSIBLE PARKING ONLY MINIMUM FINE $250 MINIMUM FINE $250 UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE . TOWED VEHICLES MAY BE RECLAIMED AT __________________ OR BY TELEPHONING ________________ 17" 22 " 12"12" 1'- 6 " 6" 3' - 0 " 3'-0" DIA. N. T . S . N. T . S . 1'-6" 1' - 6 " 4' - 0 " 3' - 0 " 3" 8" 1'-0"1'-6" X 1'-0" X .080 ALUMINUM STANDARD HANDICAP PARKING SIGN WITH ACCESSIBILITY SYMBOL. BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. "VAN ACCESSIBLE" SIGN, WHERE OCCURS, ON 6" x 1'-0" x .080 ALUMINUM MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. LETTERS TO BE 1" HIGH. 2" DIAMETER STEEL PIPE, EXTEND INTO CONC. FILLED PIPE 2'-0". PROVIDE WELDED WATER-TIGHT CAP. PRIME and PAINT: WHITE. 6" DIAMETER STANDARD STEEL PIPE FILLED WITH CONCRETE. PRIME and PAINT: ROYAL BLUE. CONT. TACK COAT PAVING TO CONCRETE PERIMETER. CONCRETE FOOTING. A.C. PAVING. 6' - 8 " M I N 1'-6" X 1'-0" X .080 ALUMINUM STANDARD HANDICAP PARKING SIGN WITH ACCESSIBILITY SYMBOL. BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. "VAN ACCESSIBLE" SIGN, WHERE OCCURS, ON 6" x 1'-0" x .080 ALUMINUM MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. LETTERS TO BE 1" HIGH. 2" DIAMETER STEEL PIPE, EXTEND INTO CONC. FILLED PIPE 2'-0". PROVIDE WELDED WATER-TIGHT CAP. PRIME and PAINT: WHITE. 6" DIAMETER STANDARD STEEL PIPE FILLED WITH CONCRETE. PRIME and PAINT: ROYAL BLUE. CONT. TACK COAT PAVING TO CONCRETE PERIMETER. CONCRETE FOOTING. A.C. PAVING. 0. 2 0 2. 3 - 2 . 4 2.3-2.4 .6 5 MI N TOP Ø 0.45-0.47 BASE Ø 0.9-0.92 SECTION PLAN TR A S H E-"F" M W RRM MOP OFFICES MALL JC PNS PNS PNS PATIO PATIO PATIO NORDSTROM 2 LEVELS ENGINEER OFFICE ENGINEER WORKSHOP SECURITY OFFICE SEC OFFICE OFFICE SECURITY DISPATCH LOBBY H H H JC PENNEY 2 LEVELS TR A S H E-"F" M W RRM MOP OFFICES MALL JC PNS PNS PNS PATIO G7G4 M5 F5 F7 F4 F3 F1 L3 L1 F8 F12 G12G3 F14 PF18 SF14 SF12 9250 9270 SF16 F2 8 SE18 F1 8 E2 1 E19 E20 SE21 E18 G10 9260 M10M15 9265 PATIO PG1 WET WET WET WET G1 F9 PE21PATIO \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A1;30'\A1;30'\A1;30'\A1;30'\A1;35'\A1;30'-2" 25 26 27 28 29 30 31 A B C D E F G H J H F9 JC PENNEY 2 LEVELS NORDSTROM 2 LEVELS ENGINEER OFFICE ENGINEER WORKSHOP SECURITY OFFICE SEC OFFICE OFFICE SECURITY DISPATCH LOBBY Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0D-1DISABLED SPACES STD AND VAN SIGNAGE 1 SCALE 1-1/2"=1'-0"1SCALE 1/4"=1'-0"5 SCALE 1/32"=1'-0"2SCALE 3"=1'-0"6SCALE 1-1/2"=1'-0"10 SCALE 3"=1'-0"7 TRUNCATED DOMESBOLLARD/POST SCALE 3"=1'-0"11 PATH OF TRAVEL Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0D-1 Path of Travel_Plan.dwg TR A S H ELEC EL E C E-"F" F M W ELECROOM M W RRM MOP FIR E R M OFFICES MALL UPDN UP DN UPDN UPDN DNUP JC BR E A K R O O M JC PNS PNS PNS PNS PATIO (LEVEL 2 OF 3) PATIO PATIO PATIO NORDSTROM 2 LEVELS MACY'S 3 LEVELS XXI FOREVER (LEVEL 2 OF 3) ENGINEEROFFICE ENGINEERWORKSHOP SECURITYOFFICE SECOFFICE OFFICE SECURITY DISPATCHLOBBY DNLOADING DOCK H HH BALDWIN AVENUE H H H CO N C RE T W A L L HU N T I N G T O N D R I V E HU N T I N G T O N D R I V E H CO N C RE T W A L L wm wmH Va l e t D r o p O f f Vale t D r o p O f f wmwm VAN VAN SINGLE LEVEL OPEN AIR MALL PARKING BELOW HU N T I N G T O N B O U L E V A R D THEATER (ABOVE) 16 PLEX D D ANVEA RSTE S'U B JC PENNEY 2 LEVELS X-BASE 3000 \A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30' 1 2 3 4 5 6 8 9 10 11 12 \A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30'\A1;30' 1918171615141312 TR A S H ELEC EL E C E-"F" F M W ELECROOM M W RRM MOP FIR E R M OFFICES MALL UPDN UP DN UPDN UPDN DNUP JC BR E A K R O O M JC PNS PNS PNS PNS PATIO G7 E3 H1 H2B H7 VR H11 H13 H14 H15 H3 G4 E4 E5 E13 E16 E17 M5 F5 F7 F4 F3 F1 L3 L1 F8 F12 G12G3 F14 PF18 SF14 SE5 SF12 SG11 9250 9270 SF16 SG10 H2A F2 8 SE18 F1 8 E2 1 E19 E20 (LEVEL 2 OF 3) H12 SE15 9210 SH1 PATIO SE1 PE4 SE21 H9 E18 G10 E1 SG3 9260 M10M15 E8 E14 SE14 9265 PATIOPG1 WET WET WET WET G1 F9 H8 STORAGE 2500 PE21PATIO M20 \A1;22'-1"\A1;34'-1"\A1;37'-6"\A 1 ; 2 4 ' - 0 " \A1;2'-10" \A1 ; 3 4 ' - 1 " \A1 ; 2 6 ' - 0 " K.3 N.3 14.2 15 15.2 16 16.5 17 17.5 1818.4 18.4 18.4 19.8 20.7 13.2 11.710.8 10.6 10 . 1 7 10.1510 . 0 2 9.2 9.7 \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A1;30'\A1;30'\A1;30'\A1;30'\A1;35'\A1;30'-2" \A1;30'\A1;30'\A1;30'\A1;30'\A1;30' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' \A 1 ; 3 0 ' 25 26 27 28 29 30 31 A B C D E F G H J H M N O P 252423222120 P O N M K J H G F C B A \A 1 ; 3 0 ' P\A1 ; 3 0 ' P F9 JC PENNEY 2 LEVELS NORDSTROM 2 LEVELS MACY'S 3 LEVELS XXI FOREVER (LEVEL 2 OF 3) ENGINEEROFFICE ENGINEERWORKSHOP SECURITYOFFICE SECOFFICE OFFICE SECURITY DISPATCHLOBBY X-PART Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0D-1.1SITE PLAN SCALE N.T.S.1 SITE PLAN Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0D-1 Path of Travel_Plan.dwg M W EQUIPMENTROOM ENGINEER OFFICE M W EQUIPMENTROOM ENGINEER OFFICE URINAL WC FIN. FLR. MIRROR WITH STAINLESS STEEL ANGLE FRAME. WALL-RECCESSED COMBINATION PAPER TOWEL & WASTE RECEPTACLE SURFACE-MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER SURFACE MOUNTED PAPER TOWEL DISPENSER STAINLESS STEEL FOLDING UTILITY SHELF SURFACE MOUNTED TOILET SEAT COVER DISPENSER. SURFACE MOUNTED SANITARY NAPKIN/TAMPON DISPOSAL. HOOK WALL MOUNTED SOAP DISPENSER DISABLED ACCESS URINAL DISABLED ACCESS WC WALL MOUNTED LAV COUNTER-SINK LAVATORY AND COUNTER TOP FIN. FLR. FIN. FLR. FIN. FLR. FIN. FLR. FIN. FLR. 2' - 1 0 " 19 " M I N BU T BE L O W GR A B BA R 7" TO 9" 17 " M A X 13-1/2" MIN 17" MAX 3' - 4 " 3' - 4 " 3' - 4 " 2'- 1 " 3' - 4 " 3' - 4 " 3' - 4 " 3'- 4 " 17 " M I N T O 1 9 " M A X 1'- 3 " NO N H C 2' - 0 " NO N H C 2' - 1 0 " 2'- 9 " 2' - 5 " 1' - 7 " BABY CHANGING STATION SIDE ELEVATION PLAN 48"X30" 30"X48" PUSHBUTTON OPERATION SANITARY PRODUCT DISPENSER 3' - 4 " RECESSED TOILET SEAT-COVER DISP., WASTE DISPOSAL, AND TOILET TISSUE DISP. 19 " M I N TO OP E N I N G 27 " \A1;27" 7" TO 9" 33 " T O 3 6 " GR A B B A R LC NOTES 1.THESE SYMBOLS' COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOORS. SEE PARTITION PLAN FOR COLOR SPECIFICATIONS 2.14" MINIMUM THICKNESS REQUIRED FOR ALL SIGNS. MEN'S AND WOMEN'S TACTILE RESTROOM SIGN LOCATION AT WALL PROPORTIONS OF SIGN AND IDENTIFICATION. CHARACTERS SHALL BE SANS SERIF UPPERCASE ACCOMPANIED BY GRADE 2 BRAILLE. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS PROPORTIONS. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. ALL GENDER SIGN BRAILLE DIMENSIONS DOT BASE DIAMETER DISTANCE BETWEEN DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DOT HEIGHT DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW MIN 0.059" MAX 0.063" 0.100" 0.300" 0.025" MIN 0.400" MAX 0.395" MIN 0.400" MAX 18" MIN 18 " M I N LC45 ° COMPLIANCESIGNS.COM ALL GENDER RRE-35205-DCT_T24SET_COLORS INCLUDES WALL SIGN SILVER BACKGROUND BLACK LETTERS. DO NOT USE BLUE AND WHITE 6" MI N WALL SIGN REQUIRED FLOOR CLEARANCE CENTERED ON TACTILE CHARACTERS RESTROOM 58 " - 6 0 " BA S E L I N E O F H I G H E S T R A I S E D C H A R A C T E R , T Y P . 48 " M I N . BA S E L I N E O F L O W E S T B R A I L L E C E L L , T Y P . 24 " M I N 12 " M I N 24" MIN 12" MAX 54" MIN 33" MIN TO 36" MAX FROM FINISHED FLOOR TO TOP OF BARS 42" MIN GRAB BAR 36" MIN GRAB BAR FLUSH LEVER ON WIDE SIDE OF COMPARTMENT 30X48 6'-7" 3' - 0 " 10 ' - 2 " 17"MIN. 18"MAX. 17 " M I N . 18 " M A X . 8' - 0 " 3' - 0 " 1'- 6 " 3' - 0 " B 79 7 9 10 8 108 B - 14 10 11 12 30X48 - 3 6 7 8 1'-0"2'-0" 1'- 0 " 3' - 6 " 1' - 0 " 2' - 0 " 1'-0"3'-6" 4'-10" 4'-0" MIN. 5' - 0 " 4'- 0 " M I N . 12 12 1' - 9 " 12 " M I N . \A1;12" MIN.60"Ø 60"Ø 7'-0" (56" MIN.) 6'-3" (60" MIN.) 7'- 2 " ( 5 6 " M I N . ) 5' - 0 " 60 " M I N . 5' - 0 " 3'- 4 " SCHLUTER JOLLY EDGE STRIP 3'- 4 " P1 CT1 2' - 1 0 " CS-1 STAINLESS STEEL COVED SCHLUTER STRIP CS-1 STAINLESS STEEL COVED SCHLUTER STRIP P 1 9' - 0 " 2'- 9 " 1'-0"2'-0" 1'-6" SCHLUTER JOLLY EDGE STRIP 30" X 48" BACKLIT MIRROR, FRAMELESS 2'-6" 3' - 4 " 4' - 0 " 1'-6" 2' - 1 0 " - A-9.1 5'- 0 " CT 1 5 - RESTROOM PLUMBING FIXTURES NAME MFG SPECIFICATION PROVIDE AND INSTALL ITEMS 1 THRU 11 LAVATORY SINK KOHLER VERTICYL K-2882 - WHITE FINISH. UNDER MOUNT POLISHED CHROME ACCESSORIES. ADA COMPLIANT. FAUCET AMTC AMTC FIXEDFLO AUTOMATIC FAUCET SYSTEM, AEF-300FF-MV DECK MOUNTED SINGLE HOLE WITH MECHANICAL MIXING VALVE. WITH NEOPERL AERATOR, PCA SPRAY SLC FAUCET ATTACHMENT; FLOW RATE 0.5 GPM/ 1.9LPM; GFI OUTLET SUGGESTED PER CODE MIRROR MATRIX MIRROR SEE ELEVATIONS. L05I 3048 S 30 -1AF; CUSTOM LOW IRON GLASS AND ANTIMICROBIAL POWDER COAT SOAP DISPENSER BOBRICK AUTOMATIC WALL-MOUNTED SOAP DISPENSER; MODEL B-2012 INSTANT WATER HEATER EEMAX TANKLESS WATER HEATER: EX4277T-ML HAND TOWEL DISPENSER AND TRASH BOBRICK B-3944 CLASSIC SERIES RECESSED CONVERTIBLE PAPER TOWEL DISPENSER AND WASTE. RECESSED SEAT COVER TOILET PAPER COMBO DISPENSER BOBRICK RECESSED MOUNTED B-3574 - SATIN STAINLESS STEEL FINISH GRAB BARS BOBRICK 36" GRAB BARS. BOBRICK B-6806X36" GRAB BARS BOBRICK 42" GRAB BARS. BOBRICK B-6806X42" ADA TOILET AMERICAN STANDARD MADERA 1.28 GPF-WHITE-CAL GREEN-FLUSH VALVE SOAP DISPENSER BOBRICK B-2012 AUTOMATIC WALL-MOUNTED SOAP DISPENSER; STAINLESS STEEL SATIN FINISH COAT HOOK DOUG MOCKETT CH23 - 1-3/8" BUTTON COAT HOOK; SATIN STAINLESS STEEL (SSS) END B 1 2 3 4 5 6 7 8 9 10 11 12 P1 TILE BASE, TB-1 4" 9' - 0 " 3 4 " M A X T O F I N I S H F L O O R 4" 29 " C L E A R INSULATE HOT AND DRAIN PIPES WITH TRUEBRO LAV GUARD 2 COVERS 800-340-5969 CONTINUOUS STL L 2X3 WELD TO L 2X2 @ BOTH ENDS BETWEEN LAVATORIES 5/8" GYP.BD. @ EA. SIDE SEE PLAN FOR WALL TYPES STL L 2 1/2 X 2" WELD TO STUDs @ BOTH SIDE OF LAVATORIES. TILE BACKSPLASH 34" SCHEDULED SOLID SURFACE TOP OVER 34" MOISTURE RESISTANT MDF W/ 116" SLOPE FRONT TO BACK AND SCHEDULED WALL TILE AT ALL THREE SIDES. Q-2 9" M i n 27 " C L E A R 0'-6"MAX \A1;0'-6"MAX 2'-0" MIRROR SUPPORT AND STRUCTURE EASED EDGE WITH MITERED CORNER 3/4" 8" Min 3" TRUE FORM CONCRETE SINK SHROUD OR EQUAL SCHLUTER JOLLY EDGE STRIP P1 CT1 1'-0"3'-6" 7"-9" 17 " - 1 9 " 2'-6" 2' - 1 0 " 1'-6" 3' - 4 " 4' - 0 " 9'- 0 " - A-9.1 5 - P 1 CT 1 30" X 48" BACKLIT MIRROR, FRAMELESS 1' - 5 " 7"- 9"1' - 5 " 2' - 9 " 3'- 4 " 2' - 1 0 " P1 CT1 5' - 0 " 9' - 0 " 1'-6" 2' - 9 " 1'-0"2'-0" P 1 CT1 5' - 0 " 17 " - 1 9 " P1 9' - 0 " TILE BASE, TB-1 4" Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0D-2SIGNAGE1-1/2"=1'-0" SCALE 51-1/2"=1'-0" SCALE 9 TOILET LAVATORY VERTICAL CLEARANCES VERTICAL CLEARANCES 1/4"=1'-0"16 14 SCALE 2 RESTROOMS -SIGNAGE & ELEVATORS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0D-2 Restrooms Plan & Elevs.dwg NONE SCALE 1 1/2"=1'-0" SCALE 3/8"=1'-0" SCALE 15 RESTROOM ELEVATION SCALE 103/8"=1'-0"PLAN13GRAB BARS PLAN CLEARANCES SCALE 1"=1'-0" 2 11RESTROOM ELEVATION SCALE 3/8"=1'-0" KEY PLAN RESTROOM ELEVATION SCALE 63/8"=1'-0" RESTROOM ELEVATION SCALE 73/8"=1'-0" 12RESTROOM ELEVATION SCALE 3/8"=1'-0"RESTROOM ELEVATION SCALE 83/8"=1'-0"RESTROOM ELEVATION SCALE 33/8"=1'-0" RESTROOM ELEVATION B B B B B B B C C C 36. In residential dwelling units, at least one primary entrance shall comply with 11B-404 Doors, Doorways, and Gates. The primary entrance to a residential dwelling unit shall not be to a bedroom. §11B-206.4.6 37. Where restricted entrances are provided to a building or facility, all restricted entrances to the building or facility shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.4.7 38. If a service entrance is the only entrance to a building or to a tenancy in a facility, that entrance shall comply with 11B-404 Doors, Doorways, and Gates. In existing buildings and facilities, a service entrance shall not be the sole accessible entrance unless it is the only entrance to a building or facility. §11B-206.4.8 39. Where entrances used only by inmates or detainees and security personnel are provided at judicial facilities, detention facilities, or correctional facilities, at least one such entrance shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.4.9 40. Weather protection by a canopy or roof overhang shall be provided at a minimum of one accessible entrance to licensed medical care and licensed long-term care facilities where the period of stay may exceed twenty-four hours. The area of weather protection shall include the passenger loading zone complying with 11B-209.3 Medical Care and Long-Term Care Facilities and the accessible route from the passenger loading zone to the accessible entrance it serves. §11B-206.4.10 162. For recreational boating facilities and fishing piers and platforms, platform lifts shall be permitted to be used instead of gangways that are part of accessible routes serving recreational boating facilities and fishing piers and platforms. §11B-206.7.10 163. Platform lifts shall comply with ASME A18.1 (1999 edition or 2003 edition). Platform lifts shall not be attendant-operated and shall provide unassisted entry and exit from the lift. §11B-410.1 164. Floor surfaces in platform lifts shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B-410.2 165. Clear floor space in platform lifts shall comply with 11B-305 Clear Floor or Ground Space. §11B-410.3 166. The clearance between the platform sill and the edge of any runway landing shall be 1¼ inch maximum. §11B-410.4 167. Controls for platform lifts shall comply with 11B-309 Operable Parts. §11B-410.5 168. Platform lifts shall have low-energy power-operated doors or gates complying with 11B-404.3 Automatic and Power-Assisted Doors and Gates. Doors shall remain open for 20 seconds minimum. End doors and gates shall provide a clear width 32 inches minimum. Side doors and gates shall provide a clear width 42 inches minimum. §11B-410.6, Figure 11B-410.6 (See exception) 169. The minimum size of landings at platform lifts shall be 60 inches by 60 inches. §11B-410.7 170. A sign complying with 11B-703.5 Visual Characters shall be posted in a conspicuous place at each landing and within the platform enclosure stating “No Freight” and include the International Symbol of Accessibility complying with 11B-703.7.2.1 International Symbol of Accessibility. §11B-410.8DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE 171. Curb ramps shall have detectable warnings that extend 36 inches in the direction of travel for the full width of the ramp run excluding any flared sides. §11B-247.1.2.2, §11B-705.1.2.2 172. On perpendicular curb ramps, detectable warnings shall be located so the edge nearest the curb is 6 to 8 inches from the line at the face of the curb marking the transition between the curb and the gutter, street or highway. §11B-247.1.2.2, §11B-705.1.2.2 173. On parallel curb ramps, detectable warnings shall be placed on the turning space at the flush transition between the street and sidewalk. §11B-247.1.2.2, §11B-705.1.2.2, Figure 11B-406.3.2 174. Islands or cut-through medians 96 inches or longer in length in the direction of pedestrian travel shall have detectable warnings that are 36 inches minimum in depth extending the full width of the pedestrian path or cut-through, placed at the edges of the pedestrian island or cut-through median, and separated by 24 inches minimum of walking surface without detectable warnings. §11B-247.1.2.3, §11B-705.1.2.3 175. Islands or cut-through medians that are less than 96 inches in length in the direction of pedestrian travel shall have detectable warnings that are 24 inches minimum in depth extending the full width of the pedestrian path or cut-through, placed at the edges of the pedestrian island or cut-through median, and separated by 24 inches minimum of walking surface without detectable warnings. §11B-247.1.2.3, §11B-705.1.2.3 176. Bus stop pads shall provide a square curb surface or detectable warnings that are 36 inches in width. §11B-247.1.2.4, §11B-705.1.2.4 177. Walks that cross or adjoin a route provided for vehicular traffic, such as in a street, driveway, or parking facility, shall be separated by detectable warnings, curbs, railings or other elements between the pedestrian areas and vehicular areas. §202, §11B-247.1.2.5, §11B-705.1.2.5 178. Detectable warnings provided to separate walks that cross or adjoin a route provided for vehicular traffic, such as in a street, driveway, or parking facility, shall be 36 inches in width and continuous at the boundary between the pedestrian areas and vehicular areas. §202, §11B-247.1.2.5, §11B-705.1.2.5 179. At reflecting pools, detail compliance with the following: a. Edges of reflecting pools shall be protected by railings, walls, warning curbs or detectable warnings. §11B-247.1.2.6, §11B-705.1.2.6 b. Detectable edges provided to protect reflecting pools shall be 24 to 36 inches in width. §11B-247.1.2.6, §11B-705.1.2.6 180. Provide detectable warning details showing compliance with the following: a. Truncated domes in a detectable warning surface shall have a base diameter of 0.9 to 0.92 inches, a top diameter of 0.45 to 0.47 inches, and a height of 0.20 inches. §11B-705.1.1.1, Figure 11B-705.1 b. Truncated domes placed in a grid pattern in a detectable warning surface shall have a center-to-center spacing of 2.3 to 2.4 inches, and a minimum base-to-base spacing of 0.65 inches, measured between the most adjacent domes on a square grid. §11B-705.1.1.2, Figure 11B-705.1 c. Truncated domes placed in a radial pattern in a detectable warning surface shall have a center-to-center spacing of 1.6 to 2.4 inches, and a minimum base-to-base spacing of 0.65 inches, measured between the most adjacent domes on a square grid. §11B-705.1.1.2, Figure 11B-705.1 TECHNICAL REQUIREMENTS FOR ACCESSIBLE ROUTES 41. Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20 (5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. §11B-402.2 42. The running slope of walking surfaces shall not be steeper than 1:20 (5%). The cross slope of walking surfaces shall not be steeper than 1:48 (2.083%). §11B-403.3 43. Except at turns or passing spaces, the clear width of walking surfaces shall be 36 inches minimum. §11B-403.5.1 44. The clear width shall be permitted to be reduced to 32 inches minimum for a length of 24 inches maximum provided that reduced width segments are separated by segments that are 48 inches long minimum and 36 inches wide minimum. §11B-403.5.1 exception 1 45. The clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches minimum. §11B-403.5.1 exception 2 46. The clear width for sidewalks and walks shall be 48 inches minimum. §11B-403.5.1 exception 3 47. The clear width for aisles shall be 36 inches minimum if serving elements on only one side, and 44 inches minimum if serving elements on both sides. §11B-403.5.1 exception 4 48. Where the accessible route makes a 180 degree turn around an element which is less than 48 inches wide, clear width shall be 42 inches minimum approaching the turn, 48 inches minimum at the turn and 42 inches minimum leaving the turn. §11B-403.5.2 49. For passing spaces, an accessible route with a clear width less than 60 inches shall provide passing spaces at intervals of 200 feet maximum. Passing spaces shall be either: a space 60 inches minimum by 60 inches minimum; or, an intersection of two walking surfaces providing a T-shaped space complying with 11B-304.3.2 T-Shaped Space where the base and arms of the T-shaped space extend 48 inches minimum beyond the intersection. §11B-403.5.3 50. Where handrails are provided along walking surfaces with running slopes not steeper than 1:20 (5%) they shall comply with handrail requirements of 11B-505 Handrails. §11B-403.6 51. All walks with continuous gradients shall have resting areas, 5 feet in length, at intervals of 400 feet maximum. The resting area shall be at least as wide as the walk. The slope of the resting area in all directions shall be 1:48 (2.083%) maximum. §11B-403.7 DOORS, DOORWAYS AND GATES 52. Doors, doorways, and gates providing user passage shall be provided in accordance with 11B-206.5 Doors, Doorways, and Gates. §11B-206.5 53. Each entrance to a building or facility required to comply with 11B-206.4 Entrances shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.5.1 54. Within a building or facility, every door, doorway or gate serving rooms and spaces complying with this chapter shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.5.2 55. In transient lodging facilities, except shower and sauna doors, all entrances, doors, and doorways providing user passage into and within guest rooms that are not required to provide mobility features shall comply with 11B-404.2.3 Clear Width. §11B-206.5.3 56. In residential dwelling units required to provide mobility features complying with 11B-809.2 through 11B-809.4, all doors and doorways providing user passage shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.5.4 57. Doors, doorways and gates that are part of an accessible route shall comply with 11B-404 Doors, Doorways, and Gates. §11B-404.1 58. Manual doors and doorways and manual gates intended for user passage shall comply with 11B-404.2 Manual Doors, Doorways, and Manual Gates. §11B-404.2 59. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. §11B-402.2.1 60. At least one of the active leaves of doorways with two leaves shall comply with 11B-404.2.3 Clear Width and 11B-404.2.4 Maneuvering Clearances. §11B-404.2.2 61. Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches deep shall provide a clear opening of 36 inches minimum. There shall be no projections into the required clear opening width lower than 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the finish floor or ground shall not exceed 4 inches. §11B-404.2.3 62. Minimum maneuvering clearances at doors and gates shall comply with 11B-404.2.4 Maneuvering Clearances. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. §11B-404.2.4 63. Swinging doors and gates shall have maneuvering clearances complying with Table 11B-404.2.4.1. §11B-404.2.4.1 64. Doorways less than 36 inches wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 11B-404.2.4.2. §11B-404.2.4.2 65. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches of the latch side an interior doorway, or within 24 inches of the latch side of an exterior doorway, projects more than 8 inches beyond the face of the door, measured perpendicular to the face of the door or gate. §11B-404.2.4.3 66. Floor or ground surface within required maneuvering clearances shall comply with11B-302 Floor or Ground Surfaces. Changes in level are not permitted at door landings. §11B-404.2.4.4 67. Thresholds, if provided at doorways, shall be ½ inch high maximum. Raised thresholds and changes in level at doorways shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B-404.2.5. 68. The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches minimum plus the width of doors or gates swinging into the space. §11B-404.2.6 69. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B- 309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7 70. Door and gate closing speed shall comply with the following: a. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. §11B-404.2.8.1 b. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. §11B-404.2.8.2 71. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: §11B-404.2.9 a. Interior hinged doors and gates: 5 pounds maximum. b. Sliding or folding doors: 5 pounds maximum. c. Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds. d. Exterior hinged doors: 5 pounds maximum. 72. Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10 73. Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43 inches maximum above the finish floor. §11B-404.2.11 74. Full-powered automatic doors shall comply with ANSI/BHMA A156.10. Low-energy and power-assisted doors shall comply with ANSI/BHMA A156.19. Automatic doors and automatic gates shall comply with the following: §11B-404.3 a. Doorways shall provide a clear opening of 32 inches minimum in power-on and power-off mode. The minimum clear width for automatic door systems in a doorway shall provide a clear, unobstructed opening of 32 inches with one leaf positioned at an angle of 90 degrees from its closed position. §11B-404.3.1 b. Clearances at power-assisted doors and gates shall comply with 11B-404.2.4 Maneuvering Clearances. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 11B-404.2.4 Maneuvering Clearances. §11B-404.3.2 c. Thresholds and changes in level at doorways shall comply with 11B-404.2.5 Thresholds. §11B-404.3.3 d. Doors in series and gates in series shall comply with 11B-404.2.6 Doors in Series and Gates in Series. §11B-404.3 e. Manually operated controls shall comply with 11B-309 Operable Parts. The clear floor space adjacent to the control shall be located beyond the arc of the door swing. §11B-404.3.5 f. Where doors and gates without standby power are a part of a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches minimum when operated in emergency mode. §11B-404.3.6 g. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. §11B-404.3.7 22. Mirrors located above the lavatories or countertops shall be installed within the bottom edge of the reflecting surface 40 inches maximum above the finish floor or ground. Mirrors not located above the lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches maximum above the finish floor or ground. §11B-603.3 23. Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches minimum and 48 inches maximum above the finish floor. Medicine cabinets shall be located with a usable shelf no higher than 44 inches maximum above the finish floor. §11B-603.4 24. Where towel or sanitary napkin dispensers, waste receptacles, or other accessories are provided in toilet facilities, at least one of each type shall be located on an accessible route. All operable parts, including coin slots, shall be 40 inches maximum above the finish floor. §11B-603.5 25. Toilet and bathing rooms within guest rooms that are not required to provide mobility features complying with Section 11B-806.2 Guest Rooms with Mobility Features shall provide all toilet and bathing fixtures in a location that allows a person using a wheelchair measuring 30 inches by 48 inches to touch the wheelchair to any lavatory, urinal, water closet, tub, sauna, shower stall and any other similar sanitary installation, if provided. §11B-603.6 WATER CLOSETS AND TOILET COMPARTMENTS 26. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 17 inches minimum to 18 inches maximum from the side wall or partition, except that the water closet shall be 17 inches minimum and 19 inches maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604.8.2 Ambulatory Accessible Compartments. Water closets shall be arranged for a left-hand or right-hand approach. §11B-604.2 27. Clearance around a water closet shall be 60 inches minimum measured perpendicular from the side wall and 56 inches minimum measured perpendicular from the rear wall. A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. §11B-604.3.1 28. The seat height of a water closet above the finish floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat. Seats shall not be sprung the return to a lifted position. Seats shall be 2 inches high maximum and a 3 inch high seat shall be permitted only in alterations where the existing fixture is less than 15 inches high. §11B-604.4 (See exception for Residential Units) 29. Grab bars shall be provided on the side wall closest to the water closet and on the rear wall. Where separate grab bars are required on adjacent walls at a common mounting height, an L-shaped grab bar meeting the dimensional requirements of Sections 11B-604.5.1 Side Wall and 11B-604.5.2 Rear Wall shall be permitted. §11B-604.5 30. The side wall grab bars shall be 42 inches long minimum, located 12 inches maximum from the rear wall and extending 54 inches minimum from the rear wall with the front end positioned 24 inches minimum in front of the water closet. §11B-604.5.1 31. The rear grab bar shall be 36 inches long minimum and extend from the centerline of the water closet 12 inches minimum on one side and 24 inches minimum on the other side. §11B-604.5.2 (See exceptions) 32. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309.4 Operation except they shall be located 44 inches maximum above the floor. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with Section 11B-604.8.2 Ambulatory Accessible Compartments. §11B-604.6 33. Toilet paper dispensers shall comply with Section 11B-309.4 Operation and shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19 inches minimum above the finish floor and shall not be located behind the grab bars. Dispensers shall not be of a type that control delivery or that does not allow continuous paper flow. §11B-604.7 34. Wheelchair accessible toilet compartments shall meet the requirements of Sections 11B-604.8.1 Wheelchair Accessible Compartments and 11B-604.8.3 Coat Hooks and Shelves. Compartments containing more than one plumbing fixture shall comply with Section 11B-603 Toilet and Bathing Rooms. Ambulatory accessible compartments shall comply with Sections 11B-604.8.2 Ambulatory Accessible Compartments and 11B-604.8.3 Coat Hooks and Shelves. §11B-604.8 35. Wheelchair accessible compartments shall be 60 inches wide minimum measure perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets measured perpendicular to the rear wall. Wheelchair accessible compartments for children's use shall be 60 inches wide minimum measured perpendicular to the side wall, and 59 inches deep minimum for wall hung and floor mounted water closets measured perpendicular to the rear wall. §11B-604.8.1.1 36. In a wheelchair accessible compartment with an in-swing door, a minimum 60 inches wide by 36 inches deep maneuvering space shall be provided in front of the clearance required in Section 11B-604.8.1.1 Wheelchair Accessible Compartment Size. §11B-604.8.1.1.1, Figures 11B-604.8.1.1.2(b) and 11B-604.8.1.1.3(b) 37. In a wheelchair accessible compartment with a side-opening door, either in-swinging or out-swinging, a minimum 60 inches wide and 60 inches deep maneuvering space shall be provided in front of the water closet. §11B-604.8.1.1.2, Figure 11B-604.8.1.1.2 38. In a wheel chair accessible compartment with end-opening door (facing water closet), either in-swinging or out-swinging, a minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. §11B-604.8.1.1.3, Figure 11B-604.8.1.1.3 39. Toilet compartment doors, including door hardware, shall comply with Section 11B-404 Doors, Doorways, and Gates except that if the approach is from the push side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 48 inches minimum measured perpendicular to the compartment door in its closed position. Door shall be located in front partition or in the side wall or partition farthest from the water closet. §11B-604.8.1.2 40. Where toilet compartment doors are located in the front partition, the door opening shall be 4 inches maximum from the side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches maximum from the front partition and the door shall be self-closing. §11B-604.8.1.2 41. A door pull complying with Section 11B-404.2.7 Door and Gate Hardware shall be placed on both sides of the door near the latch. Door shall not swing into the clear floor space or clearance required for any fixture. Doors may swing into that portion of the maneuvering space which does not overlap the clearance required at a water closet. §11B-604.8.1.2 (See exception) 42. At least one side partition shall provide a toe clearance of 9 inches minimum above the finish floor and 6 inches deep minimum beyond the compartment-side face of the partition, exclusive of partition support members. Partition components at toe clearances shall be smooth without sharp edges or abrasive surfaces. Compartments for children's use shall provide a toe clearance of 12 inches minimum above the finish floor. §11B-604.8.1.4 43. Grab bars shall comply with Section 11B-609 Grab Bars. A side-wall grab bar complying with Section B. BUILDING BLOCKS FLOOR OR GROUND SURFACES 1. Floor and ground surfaces shall be stable, firm, and slip resistant. §11B-302.1 2. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be ½ inch maximum. §11B-302.2, Figure 11B-302.2 3. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 11B-303 Changes in Level. §11B-302.2 4. Openings in floor or ground surfaces shall not allow passage of a sphere more than ½ inch in diameter. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. §11B-302.3, Figure 11B-302.3 CHANGES IN LEVEL 5. Vertical changes in level for floor or ground surfaces may be ¼ inch high maximum and without edge treatment. Changes in level greater than ¼ inch and not exceeding ½ inch in height shall be beveled with a slope not steeper than 1:2. §11B-303, Figures 11B-303.2 & 11B-303.3 6. Changes in level greater than ½ inch in height shall be ramped and shall comply with the requirements of 11B-405 Ramps or 11B-406 Curb Ramps as applicable. §11B-303 7. Abrupt changes in level exceeding 4 inches in a vertical dimension between walks, sidewalks or other pedestrian ways and adjacent surfaces or features shall be identified by warning curbs at least 6 inches in height above the walk or sidewalk surface or by guards or handrails with a guide rail centered 2 inches minimum and 4 inches maximum above the surface of the walk or sidewalk. These requirements do not apply between a walk or sidewalk and an adjacent street or driveway. §11B-303.5 TURNING SPACE 8. Turning spaces shall meet the requirements of 11B-302 Floor or Ground Surfaces except that changes in level are not permitted. Turning spaces shall be either circular or T-shaped. Doors may swing into turning spaces. §11B-304 9. Circular turning spaces shall be a space of 60 inches diameter minimum and may include knee and toe clearance complying with 11B-306 Knee and Toe Clearance. §11B-304.3.1 10. T-Shaped turning spaces shall be a T-shaped space within a 60 inch square minimum with arms and base 36 inches wide minimum. Each arm of the T shall be clear of obstructions 12 inches minimum in each direction and the base shall be clear of obstructions 24 inches minimum. §11B-304.3.2, Figure 11B-304.3.2 11. T-shaped turning spaces may include knee and toe clearance complying with 11B-306 Knee and Toe Clearance only at the end of either the base or one arm. §11B-304.3.2 CLEAR FLOOR OR GROUND SPACE 12. Clear floor or ground spaces shall meet the requirements of 11B-302 Floor or Ground Surfaces and shall not have changes in level except for slopes not steeper than 1:48 (2.083%). §11B-305 13. Clear floor or ground space shall be 30 inches minimum by 48 inches minimum. §11B-305.3, Figure 11B-305.3 14. One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. §11B-305.6 15. Clear floor or ground space shall be positioned for either forward or parallel approach to an element unless otherwise specified. §11B-305.5, Figure 11B-305.5 16. Clear floor or ground space may include knee and toe clearance complying with 11B-306 Knee and Toe Clearance unless otherwise specified. §11B-305.4 17. Alcoves shall be 36 inches wide minimum if their depth exceeds 24 inches and they provide clear floor or ground space for a forward approach. §11B-305.7, Figure 11B-305.7.1 18. Alcoves shall be 60 inches wide minimum if their depth exceeds 15 inches and they provide clear floor or ground space for a parallel approach. §11B-305.7, Figure 11B-305.7.2 KNEE AND TOE CLEARANCE 19. For lavatories and built-in dining and work surfaces required to be accessible, toe clearance shall be provided that is 30 inches in width and 9 inches in height above the finish floor or ground for a depth of 19 inches minimum. §11B-306.2.1 20. For elements required to provide toe clearance other than lavatories and built-in dining and work surfaces, toe clearance shall be provided that is 30 inches in width and 9 inches in height above the finish floor or ground for a depth of 17 inches minimum under elements required to be accessible. §11B-306.2.3 21. Space extending greater than 6 inches beyond the available knee clearance at 9 inches above the finish floor or ground shall not be considered toe clearance. §11B-306.2.4 22. Toe clearance shall extend 19 inches maximum under lavatories for toilet and bathing facilities and 25 inches maximum under other elements. §11B-306.2.2 23. At lavatories in toilet and bathing facilities, knee clearance shall be provided that is 30 inches in width for a depth of 11 inches at 9 inches above the finish floor or ground and for a depth of 8 inches at 27 inches above the finish floor or ground increasing to 29 inches high minimum above the finish floor or ground at the front edge of a counter with a built-in lavatory or at the front edge of a wall- mounted lavatory fixture. §11B-306.3.3, Figure 11B-306.3(c) 24. At dining and work surfaces required to be accessible, knee clearance shall be provided that is 30 inches in width at 27 inches above the finish floor or ground for a depth of at least 19 inches. §11B-306.3 25. For elements required to provide knee clearance except lavatories in toilet and bathing facilities and dining and work surfaces, knee clearance shall be provided that is 30 inches in width for a depth of 11 inches at 9 inches above the finish floor or ground and for a depth of 8 inches at 27 inches above the finish floor or ground. §11B-306.3, Figure 11B-306.3(a) 26. Except for dining and work surfaces, knee clearance may reduce at a rate of 1 inch in depth for each 6 inches between 9 inches and 27 inches above the finish floor or ground. §11B-306.3.4, Figure 11B-306.3 27. Knee clearance shall extend 25 inches maximum under an element at 9 inches above the finish floor or ground. §11B-306.3.2 PROTRUDING OBJECTS 28. Except for handrails, objects with leading edges more than 27 inches and less than 80 inches above the finish floor or ground shall protrude no more than 4 inches horizontally into the circulation path. Handrails may protrude 4½ inches maximum. §11B-307.2, Figure 11B-307.2 29. Free-standing objects mounted on posts or pylons shall overhang circulation paths no more than 12 inches when located from 27 to 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(a) 30. Protruding objects shall not reduce the clear width required for accessible routes. §11B-307.5 31. Lowest edge of a sign or other obstruction, when mounted between posts or pylons separated with a clear distance greater than 12 inches, shall be less than 27 inches or more than 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(b) 32. Edge of signs or other objects, when mounted on posts or pylons with their bottom edges less than 80 inches above the floor or ground surface, shall be rounded or eased and the corners shall have a minimum radius of ⅛ inch. §11B-307.3.1 33. Vertical clearance shall be at least 80 inches high on circulation paths except at door closers and door stops, which may be 78 inches minimum above the finish floor or ground. §11B-307.4 34. Guardrails or other barriers with a leading edge located 27 inches maximum above the finish floor or ground shall be provided where the vertical clearance on circulation paths is less than 80 inches high. §11B-307.4, Figure 11B-307.4 35. Where a guy support is used parallel to a circulation path, including but not limited to sidewalks, a guy brace, sidewalk guy or similar device shall be used to prevent an overhanging obstruction. §11B-307.4 REACH RANGES 36. Electrical controls and switches intended to be used by the occupant of a room or area to control lighting and receptacle outlets, appliances or cooling, heating and ventilating equipment shall be located within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.1 37. Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.2 38. High forward reach that is unobstructed shall be 48 inches maximum and the low forward reach shall be 15 inches minimum above the finish floor or ground. §11B-308.2.1, Figure 11B-308.2.1 39. High forward reach shall be 48 inches maximum where the reach depth is 20 inches or less and 44 inches maximum where the reach depth exceeds 20 inches. High forward reach shall not exceed 25 inches in depth. §11B-308.2.2, Figure 11B-308.2.2 40. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. §11B-308.2.2 41. High side reach shall be 48 inches maximum and the low side reach shall be 15 inches minimum above the finish floor where the side reach is unobstructed or the depth of any obstruction does not exceed 10 inches. §11B-308.3.1, Figure 11B-308.3.1 42. High side reach shall be 46 inches maximum above the finish floor or ground where the high side reach is over an obstruction more than 10 inches but not more than 24 inches in depth. §11B-308.3.2, Figure 11B-308.3.2 43. Obstructions for high side reach shall not exceed 34 inches in height and 24 inches in depth. §11B-308.3.2, Figure 11B-308.3.2 44. Obstructed high side reach for the top of washing machines and clothes dryers shall be permitted to be 36 inches maximum above the finish floor. §11B-308.3.2 45. Obstructed high side reach for the operable parts of fuel dispensers shall be permitted to be 54 inches maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs. §11B-308.3.2 OPERABLE PARTS 46. Operable parts on accessible elements, accessible routes, and in accessible rooms and spaces shall be provided a clear floor or ground space complying with 11B-305 Clear Floor or Ground Space and be placed within one or more of the reach ranges specified in 11B-308 Reach Ranges. §11B-309.2 47. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. Force required to activate operable parts shall be 5 pounds maximum. §11B-309.4 48. Operable parts of fuel dispensers shall be permitted to be 54 inches maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs. §11B-308.3.2 49. Cleats and other boat securement devices shall not be required to comply with one or more of the reach ranges specified in Section 11B-308 Reach Ranges. §11B-205.1 50. Elements that are exempt from all requirements for operable parts requirements include electrical or communication receptacles serving a dedicated use; floor electrical receptacles; HVAC diffusers, exercise machines and exercise equipment and those operable parts intended for use only by service or maintenance personnel. §11B-205.1 51. Except for light switches, where redundant controls are provided for a single element, one control in each space shall not be required to comply with Section 11B-309 Operable Parts. §11B-205.1 d. Detectable warning surfaces shall visually contrast light-on-dark or dark-on-light with adjacent walking surfaces or be separated from adjacent surfaces by a 1 inch wide black strip. Material used to provide contrast shall be an integral part of the surface. §11B-705.1.1.3 e. Detectable warning surfaces shall differ from adjoining surfaces in resiliency or sound-on-cane contact except at curb ramps, islands or cut-through medians. §11B-705.1.1.4 f. Detectable warning surfaces shall be yellow conforming to FS 33538 of Federal Standard 595C except at curb ramps, islands or cut-through medians. §11B-705.1.1.5 g. Detectable warning products and directional surfaces shall be approved by the Division of the State Architect. §11B-705.3 h. Detectable warning products and directional surfaces installed after January 1, 2001, shall be evaluated by an independent entity, selected by the Division of the State Architect, to confirm compliance with the prescriptive and performance standards of Title 24. §12-Chapters 12-A and 12-11B i. Independent entities for testing of detectable warning products and directional surfaces shall be a not-for-profit product safety testing and certification organization, dedicated to testing for public safety that operates for the testing, certification and quality assessment of products, systems and services. §12-11B.205, §12-11B.211 j. Independent entities for testing of detectable warning products and directional surfaces shall be recognized as having appropriate expertise in determining whether products comply with the California Code of Regulations, Title 24. §12-11B.205, §12-11B.211 k. Detectable warning products and directional surfaces must ensure consistency and uniformity for shape, color fastness, conformation, sound-on-cane acoustic quality, resilience, and that attachment will not degrade significantly (<10%) for at least five years. §12-11B.209, §12-11B-210 181. At transit boarding platforms, comply with the following: a. Platform boarding edges at fixed rail vehicles shall have detectable warnings that are 24 inches wide and shall extend the full length of the public use areas of the platform. §202, §11B-247.1.2.1, §11B-705.1.2.1 b. Circulation paths that cross tracks to reach transit boarding platforms for fixed rail vehicles shall provide detectable warnings that are 36 inches in the direction of pedestrian travel and extend the full width of the circulation path. §202, §11B-247.1.2.7, §11B-705.1.2.7 c. Pedestrian access at transit boarding platforms shall be identified with a detectable directional texture that is at least 36 inches in depth and equal to the width of the transit vehicle's door opening. §11B-247.2, §11B-705.2 d. Detectable directional texture at transit boarding platforms shall be placed directly behind the yellow detectable warning texture required for the platform boarding edges, aligning with all doors of the transit vehicles where passengers will embark. §11B-247.2, §11B-705.2 e. Detectable directional texture at transit boarding platforms shall comply with Figure 11B-705.2 and be 0.1 inch in height that tapers off to 0.04 inch, with bars raised 0.2 inch from the surface. Raised bars shall be 1.3 inches wide and 3 inches from center-to-center of each bar. §11B-247.2, §11B-705.2 f. Surface of detectable directional texture at transit boarding platforms shall differ from adjoining walking surfaces in resiliency or sound-on-cane contact. §11B-247.2, §11B-705.2 g. Color of detectable directional texture at transit boarding platforms shall be yellow conforming to Federal Color No. 33538. §11B-247.2, §11B-705.2 51. Floor identification signs required by Chapter 10, Section 1022.9 complying with Sections 11B-703.1 Signs General, 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.5 Visual Characters shall be located at the landing of each floor level, placed adjacent to the door on the latch side, in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall include a raised five pointed star located to the left of the identifying floor level. The outside diameter of the star shall be the same as the height of the raised characters. §11B-504.8 HANDRAILS 52. Handrails provided along walking surfaces complying with Section 11B-403 Walking Surfaces, required at ramps complying with Section 11B-405 Ramps, and required at stairs complying with Section 11B-504 Stairways shall comply with Section 11B-505 Handrails. §11B-505.1 53. Handrails shall be provided on both sides of stairs and ramps. §11B-505.2 54. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. §11B-505.3 55. Top of gripping surfaces of handrails shall be 34 inches minimum and 38 inches maximum vertically above walking surfaces, stair nosings, and ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair nosings, and ramp surfaces. §11B-505.4 56. Clearance between handrail gripping surfaces and adjacent surfaces shall be 1½ inches minimum. Handrails may be located in a recess if the recess is 3 inches maximum deep and 18 inches minimum clear above the top of the handrail. §11B-505.5 57. Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20 percent of their length. Where provided, horizontal projections shall occur 1½ inches minimum below the bottom of the handrail gripping surface. §11B-505.6 58. Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1¼ inches minimum and 2 inches maximum. §11B-505.7.1 59. Handrail gripping surfaces with a non-circular cross section shall have a perimeter dimension of 4 inches minimum and 6¼ inches maximum, and a cross-section dimension of 2¼ inches maximum. §11B-505.7.2 60. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. §11B-505.8 61. Handrails shall not rotate within their fittings. §11B-505.9 62. Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp runs in accordance with Section 11B-505.10 Handrail Extensions. §11B-505.10 63. Ramp handrails shall extend horizontally above the landing for 12 inches minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. §11B-505.10.1 64. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.2 65. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance equal to one tread depth beyond the last riser nosing. Such extension shall continue with a horizontal extension or shall be continuous to the handrail of an adjacent stair flight or shall return to a wall, guard, or the walking surface. At the bottom of a stair flight, a horizontal extension of a handrail shall be 12 inches long minimum and a height equal to that of the sloping portion of the handrail as measured above the stair nosings. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.3 E. PLUMBING FIXTURES AND FACILITIES DRINKING FOUNTAINS 1. Where drinking fountains are provided on an exterior site, on a floor, or within a secured area they shall be provided in accordance with 11B-211 Drinking Fountains. §11B-211.1 (See exception) 2. No fewer than two drinking fountains shall be provided. One drinking fountain shall comply with 11B-602.1 through 11B-602.6 and one drinking fountain shall comply with 11B-602.7 Drinking Fountains for Standing Persons. §11B-211.2 (See exception) 3. Where more than the minimum number of drinking fountains specified in 11B-211.2 are provided, 50 percent of the total number of drinking fountains provided shall comply with 11B-602.1 through 11B-602.6, and 50 percent of the total number of drinking fountains provided shall comply with 11B-602.7 Drinking Fountains for Standing Persons. §11B-211.3 See exception 4. Drinking fountains shall comply with Sections 11B-307 Protruding Objects and 11B-602 General Requirements. §11B-602.1 5. Units shall have a clear floor or ground space complying with Section 11B-305 Clear Floor or Ground Space positioned for a forward approach and centered on the unit. Knee and toe clearance complying with Section 11B-306 Knee and Toe Clearance shall be provided. §11B-602.2 6. Where drinking fountains are used by children, a parallel approach complying with Section 11B-305 Clear Floor or Ground Surfaces shall be permitted at units where the spout is 30 inches maximum above the finish floor or ground and is 3½” maximum from the front edge of the unit, including bumpers. §11B-602.2 exception 7. Spout outlets shall be 36 inches maximum above the finish floor or ground. §11B-602.4 8. The spout shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit, including bumpers. §11B-602.5 9. The spout shall provide a flow of water 4inches high minimum and shall be located 5 inches maximum from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches from the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches and 5 inches maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. §11B-602.6 10. Spout outlets of drinking fountains for standing persons shall be 38 inches minimum and 43 inches maximum above the finish floor or ground. §11B-602.7 11. Wall- and post-mounted cantilevered drinking fountains shall be 18 inches minimum and 19 inches maximum in depth. §11B-602.8 12. All drinking fountains shall either be located completely within alcoves, positioned completely between wing walls, or otherwise positioned so as not to encroach into pedestrian ways. The protected area within such a drinking fountain is located shall be 32 inches wide minimum and 18 inches deep minimum, and shall comply with Section 11B-305.7 Maneuvering Clearance. When used, wing walls or barriers shall protect horizontally at least as far as the drinking fountain and to within 6 inches vertically from the floor or ground surface. §11B-602.9 TOILET AND BATHING ROOM CLEARANCES 13. Where toilet facilities and bathing facilities are provided, they shall comply with 11B-213 Toilet Facilities and Bathing Facilities. Where toilet facilities and bathing facilities are provided in facilities permitted by 11B-206.2.3 Multi-Story Buildings and Facilities Exceptions 1 and 2 not to connect stories by an accessible route, toilet facilities and bathing facilities shall be provided on a story connected by an accessible route to an accessible entrance. §11B-213.1 14. Where separate toilet facilities are provided for the exclusive use of separate user groups, the toilet facilities serving each user group shall comply with 11B-213 Toilet Facilities and Bathing Facilities. §11B-213.1.1 15. Where toilet rooms are provided, each toilet room shall comply with 11B-603 Toilet and Bathing Rooms. Where bathing rooms are provided, each bathing room shall comply with 11B-603 Toilet and Bathing Rooms. §11B-213.2 See exceptions 16. Unisex toilet rooms shall contain not more than one lavatory, and not more than two water closets without urinals or one water closet and one urinal. Unisex bathing rooms shall contain one shower or one shower and one bathtub, one lavatory, and one water closet. Doors to unisex toilet rooms and unisex bathing rooms shall have privacy latches. §11B-213.2.1 17. Common-use unisex toilet rooms for exclusive patient use not located within patient bedrooms shall contain a lavatory and one water closet. §11B-213.2.2 18. Common-use unisex bathing rooms for exclusive patient use not located within patient bedrooms shall contain one shower or one bathtub, one lavatory, and one water closet. §11B-213.2.3 19. Plumbing fixtures and accessories provided in a toilet room or bathing room required to comply with 11B-213.2 Toilet and Bathing Rooms shall comply with 11B-213.3 Plumbing Fixtures and Accessories. §11B-213.3 20. Door shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position, may encroach into the turning space by 12 inches maximum. §11B-603.2.3 21. At single user toilet or bathing rooms, doors shall be permitted to swing into the clear floor space or clearance required for any fixture only if a 30 inch by 48 inch minimum clear floor space is provided within the room beyond the arc of the door swing. §11B-603.2.3 exception C. ACCESSIBLE ROUTES WHERE REQUIRED 1. At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones; public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. Where more than one route is provided, all routes must be accessible. §11B-206.2.1 (See exceptions) 2. At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. §11B-206.2.2 (See exception) 3. At least one accessible route shall connect each story and mezzanine in multi-story buildings and facilities. §11B-206.2.3 (See exceptions) 4. In alterations and additions, where an escalator or stair is provided where none existed previously and major structural modifications are necessary for the installation, an accessible route shall be provided between the levels served by the escalator or stair. §11B-206.2.3.1 (See exceptions) 5. In new construction of buildings where elevators are required by 11B-206.2.3 Multi-Story Buildings and Facilities, and which exceed 10,000 square feet on any floor, an accessible means of vertical access via ramp, elevator or lift shall be provided within 200 feet of travel of each stair and each escalator. §11B-206.2.3.2 6. In existing buildings that exceed 10,000 square feet on any floor and in which elevators are required by 11B-206.2.3 Multi-Story Buildings and Facilities, whenever a newly constructed means of vertical access is provided via stairs or an escalator, an accessible means of vertical access via ramp, elevator or lift shall be provided within 200 feet of travel of each new stair or escalator. §11B-206.2.3.2 7. At least one accessible route shall connect accessible building or facility entrances with all accessible spaces and elements within the building or facility, including mezzanines, which are otherwise connected by a circulation path. §11B-206.2.4 (See exceptions) 8. Accessible routes shall coincide with or be located in the same area as general circulation paths. Where circulation paths are interior, required accessible routes shall also be interior; An accessible route shall not pass through kitchens, storage rooms, restrooms, closets or other spaces used for similar purposes, except as permitted by Chapter 10. §11B-206.3 9. Security barriers, including but not limited to, security bollards and security check points, shall not obstruct a required accessible route or accessible means of egress. §11B-206.8 (See exception) ENTRANCES 28. Entrances shall be provided in accordance with 11B-206.4 Entrances. Entrance doors, doorways, and gates shall comply with 11B-404 Doors, Doorways, and Gates and shall be on an accessible route complying with 11B-402 Accessible Routes; (See exceptions). §11B-206.4 29. All entrances and exterior ground-floor exits to buildings and facilities shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.4.1 30. Where direct access is provided for pedestrians from a parking structure to a building or facility entrance, each direct access to the building or facility entrance shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.4.2 31. Where direct access is provided for pedestrians from a pedestrian tunnel or elevated walkway to a building or facility, all entrances to the building or facility from each tunnel or walkway shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.4.3 32. In transportation facilities, where different entrances serve different transportation fixed routes or groups of fixed routes, entrances serving each fixed route or group of fixed routes shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.4.4.1 (See exception) 33. Direct connections to other facilities shall provide an accessible route complying with 11B-404 Doors, Doorways, and Gates from the point of connection to boarding platforms and all transportation system elements required to be accessible. Any elements provided to facilitate future direct connections shall be on an accessible route connecting boarding platforms and all transportation system elements required to be accessible. §11B-206.4.4.2 (See exception) 34. Key stations and existing intercity rail stations required by Subpart C of 49 CFR part 37 to be altered shall have entrances complying with 11B-404 Doors, Doorways, and Gates. §11B-206.4.4.3 35. Except self-service storage facilities, all entrances to each tenancy in a facility shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.4.5 SIGNS 7. Except building directories, menus, seat and row designations in assembly areas, occupant names, building addresses, and company names and logos, new or altered signs shall be provided in accordance with 11B-216 Signs and shall comply with 11B-703 Signs. The addition of or replacement of signs shall not trigger any additional path of travel requirements. §11B-216.1 8. In parking facilities, signs provided solely for the operation of vehicles shall not be required to comply with 11B-216.2 Designations, 11B-216.3 Directional and Informational Signs, and 11B-216.6 through 11B-216.12. 9. Temporary, 7 days or less, signs shall not be required to comply with 11B-216 Signs. 10. In detention and correctional facilities, signs not located in public use areas shall not be required to comply with 11B-216 Signs. 11. Interior and exterior signs identifying permanent rooms and spaces shall comply with 11B-703.1 General, 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.5 Visual Characters. Where pictograms are provided as designations of permanent interior rooms and spaces, the pictograms shall comply with 11B-703.6 Pictograms and shall have text descriptors complying with 11B-703.2 and 11B-703.5. §11B-216.2 (See exception) 12. Signs that provide direction to or information about interior and exterior spaces and facilities of the site shall comply with 11B-703.5 Visual Characters. §11B-216.3 13. Signs for means of egress shall comply with 11B-216.4 Means of Egress: a. Signs required by Chapter 10, Section 1011.4 at doors to Doors at exit passageways, exit discharge, and exit stairways shall be identified by tactile signs complying comply with 11B-703.1 General, 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.5 Visual Characters. §11B-216.4.1 b. Signs required by section 1003.2.13.5.4 of the International Building Code (2000 edition) or section 1007.6.4 of the International Building Code (2003 edition) (incorporated by reference, see “Referenced Standards” in Chapter 1) Chapter 10, Section 1007.11 to provide instructions in areas of refuge shall comply with 11B-703.5 Visual Characters. Signs required by Chapter 10, Section 1007.9 at doors to areas of refuge and exterior areas for assisted rescue shall comply with 11B-703.1 General, 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.5 Visual Characters and include an International Symbol of Accessibility (ISA) complying with 11B-703.7.2.1 ISA. §11B-216.4.2 c. Signs required by section 1003.2.13.6 of the International Building Code (2000 edition) or section 1007.7 of the International Building Code (2003 edition) (incorporated by reference, see “Referenced Standards” in Chapter 1) Chapter 10, Section 1007.10 to provide directions to accessible means of egress shall comply with 11B-703.5 Visual Characters. §11B-216.4.3 d. Signs required by Chapter 10, Section 1008.1.9.7, item 5.1 at doors with delayed egress locks shall comply with 11B-703.1 General, 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.5 Visual Characters. §11B-216.4.4 14. Parking spaces complying with 11B-502 Parking Spaces shall be identified by signs complying with 11B-502.6 Identification. §11B-216.5 15. In residential facilities, where parking spaces are assigned to specific residential dwelling units, identification of accessible parking spaces shall not be required. 19. Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for van parking spaces which shall have access aisles located on the passenger side of the parking spaces. §11B-502.3.4 20. Parking spaces and access aisles serving them shall comply with Section 11B-302 Floor or Ground Surfaces. Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted. §11B-502.4 21. Clearly show minimum vertical clearance of 8 feet 2 inches at accessible parking spaces and along at least one vehicle access route to such spaces from site entrances and exits. §11B-502.5 PARKING SIGNAGE 22. Parking space identification signs shall include the International Symbol of Accessibility (ISA) complying with Section 11B-703.7.2.1 ISA. §11B-502.6, Figure 11B-703.7.2.1 23. Signs identifying van parking spaces shall contain additional language or an additional sign with the designation “van accessible.” Signs shall be 60 inches minimum above the finish floor or ground surface measured to the bottom of the sign. §11B-502.6 24. Parking identification signs shall be reflectorized with a minimum area of 70 square inches. §11B-502.6.1 25. Additional language or an additional sign below the International Symbol of Accessibility shall state “Minimum Fine $250.” §11B-502.6.2 26. A parking space identification sign shall be visible from each parking space. Signs shall be permanently posted either immediately adjacent to the parking space or within the projected parking space width at the head end of the parking space. Signs may also be permanently posted on a wall at the interior end of the parking space. §11B-502.6.3 27. Each accessible car and van space shall have surface identification complying with either of the following schemes: §11B-502.6.4 a. The parking space shall be marked with an International Symbol of Accessibility (ISA) complying with Section 11B-703.7.2.1 ISA in white on a blue background a minimum 36 inches wide by 36 inches high. The centerline of the ISA shall be a maximum of 6 inches from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space length. §11B-502.6.4.1 b. The parking space shall be outlined or painted blue and shall be marked with an International Symbol of Accessibility (ISA) complying with Section 11B-703.7.2.1 ISA a minimum 36 inches wide by 36 inches high in white or a suitable contrasting color. The centerline of the ISA shall be a maximum of 6 inches from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space. §11B-502.6.4.2 28. An additional sign shall be posted either; 1) in a conspicuous place at each entrance to an off-street parking facility or 2) immediately adjacent to on-site accessible parking and visible from each parking space. §11B-502.8 a. The additional sign shall not be less than 17 inches wide by 22 inches high. §11B-502.8.1 b. The additional sign shall clearly state in letters with a minimum height of 1 inch the following: §11B-502.8.2 "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner's expense. Towed vehicles may be reclaimed at: ____________________ or by telephoning___________________." Blank spaces shall be filled in with appropriate information as a permanent part of the sign. RELATIONSHIP TO ACCESSIBLE ROUTES 29. Parking spaces and access aisles shall be designed so that persons using them are not required to travel behind parking spaces other than to pass behind the parking space in which they parked. §11B-502.7.1 30. A curb or wheel stop shall be provided if required to prevent encroachment of vehicles over the required clear width of adjacent accessible routes. §11B-502.7.2 STAIRWAYS 42. A stair is defined as a change in elevation, consisting of one or more risers. §11B-202 43. Interior and exterior stairs shall comply with Section 11B-504 Stairways. §11B-210.1 (See exceptions) 44. All steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 4 inches high minimum and 7 inches high maximum. Treads shall be 11 inches deep minimum. §11B-504.2 45. Open risers are not permitted. §11B-504.3 (See exceptions) 46. Stair treads shall comply with Section 11B-302 Floor and Ground Surfaces. Changes in level are not permitted. §11B-504.4 47. Interior stairs shall have the upper approach and lower tread marked by a stripe providing clear visual contrast. Exterior stairs shall have the upper approach and all treads marked by a stripe providing clear visual contrast. The stripe shall be a minimum of 2 inches wide to a maximum of 4 inches wide placed parallel to, and not more than 1 inch from, the nose of the step or upper approach. The stripe shall extend the full width of the step or upper approach and shall be of material that is at least as slip resistant as the other treads of the stair. A painted stripe shall be acceptable. Grooves shall not be used to satisfy this requirement. §11B-504.4.1 48. The radius of curvature at the leading edge of the tread shall be ½ inch maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall extend 1¼ inches maximum over the tread below. §11B-504.5 (See exception for existing buildings) 49. Stairs shall have handrails complying with Section 11B-505 Handrails. §11B-504.6 50. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water. §11B-504.7 D. GENERAL SITE AND BUILDING ELEMENTS PARKING SPACES 1. Where parking spaces are provided, accessible parking spaces shall be provided in number and kind required per Section 11B-208 Parking Spaces. §11B-208.1 2. Provide ( ) accessible parking spaces as required by Table 11B-208.2. §11B-208.2 (See exceptions) 3. Provide accessible spaces for each parking facility (parking lots and parking structures). The number of parking spaces required to be accessible is to be calculated separately for each parking facility; the required number is not based on the total number of parking spaces provided in all of the parking facilities provided on site. §11B-208 4. Ten percent of patient and visitor parking spaces provided to serve hospital outpatient facilities, and free-standing buildings providing outpatient clinical services of a hospital, shall comply with Section 11B-502 Parking Spaces. §11B-208.2.1 5. Twenty percent of patient and visitor parking spaces provided to serve rehabilitation facilities specializing in treating conditions that affect mobility and outpatient physical therapy facilities shall comply with Section 11B-502 Parking Spaces. §11B-208.2.2 6. At residential facilities subject to Chapter 11B, comply with the following: a. Where at least one parking space is provided for each residential dwelling unit, at least one parking space complying with Section 11B-502 Parking Spaces shall be provided for each residential dwelling unit required to provide mobility features complying with Sections 11B-809.2 through 11B-809.4. §11B-208.2.3.1 b. Where the total number of parking spaces provided for each residential dwelling unit exceeds one parking space per residential dwelling unit, 2 percent, but no fewer than one space, of all the parking spaces not covered by Section 11B-208.2.3.1 Parking for Residents shall comply with Section 11B-502 Parking Spaces. §11B-208.2.3.2 c. Where parking spaces are provided for persons other than residents, parking shall be provided in accordance with Table 11B-208.2. §11B-208.2.3.3 d. When assigned parking is provided designated accessible parking for the adaptable residential dwelling units shall be provided on requests of residents with disabilities on the same terms and with the full range of choices (e.g. off-street parking, carport or garage) that are available to other residents. §11B-208.2.3.4 7. One in every six or fraction of six parking spaces required by Section 11B-208.2 Minimum Number, but not less than one, shall be served by an access aisle 96 inches wide minimum placed on the side opposite the driver's side when the vehicle is going forward into the parking space and shall be designated “van accessible”. All such spaces may be grouped on one level of a parking structure. §11B-208.2.4, 11B-502, Fig 11B-502, 11B-502.3, & 11B-502.3.3 8. Accessible parking spaces complying with Section 11B-502 Parking Spaces serving a particular building or facility shall be located on the shortest accessible route of travel from adjacent parking to an accessible entrance (as near as practical to an accessible entrance). §11B-208.3.1 9. In buildings with multiple accessible entrances with adjacent parking, accessible parking spaces complying with Section 11B-502 Parking Spaces shall be dispersed and located closest to the accessible entrances. §11B-208.3.1 10. In parking facilities that do not serve a particular building or facility, accessible parking spaces complying with Section 11B-502 Parking Spaces shall be located on the shortest accessible route of travel to an accessible pedestrian entrance of the parking facility. §11B-208.3.1 11. Residential facilities: a. In residential facilities containing residential dwelling units required to provide mobility features complying with Sections 11B-809.2 through 11B-809.4, and adaptable features complying with Chapter 11A, Division IV parking spaces provided in accordance with Section 11B-208.2.3.1 shall be located on the shortest accessible route to the residential dwelling unit entrance they serve. Spaces provided in accordance with Section 11B-208.2.3.2 Additional Parking Spaces for Residents shall be dispersed throughout all types of parking provided for the residential dwelling units. §11B-208.3.2 b. Private garages accessory to residential dwelling units shall comply with Section 11B-208.3 Location. Private garages include individual garages and multiple individual garages grouped together. §11B-208.3.3 c. Detached private garages accessory to residential dwelling units, shall be accessible as required by Section 11B-208.3 Location. §11B-208.3.3.1 d. Attached private garages directly serving a single residential dwelling unit shall provide at least one of the following options: §11B-208.3.3.2 i. A door leading directly from the residential dwelling unit which immediately enters the garage. ii. An accessible route from the residential dwelling unit to an exterior door entering the garage. iii. An accessible route from the residential dwelling unit's primary entry door to the vehicular entrance at the garage. 12. Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings.] §11B-502.1 (See exceptions) 13. Dimension minimum 18 foot long car and van accessible parking space(s) and access aisle(s). §11B-502.2, Figures 11B-502.2 and 11B-502.3 14. Dimension minimum 9 foot width at accessible car parking space. §11B-502.2, Fig. 11B-502.2 & Fig. 11B-502.3 15. Dimension minimum 12 foot wide accessible van parking space with minimum 5 foot wide access aisle. Van parking spaces shall be permitted to be minimum 9 feet wide where access aisle is 8 foot wide minimum. §11B-502.2, Figures 11B-502.2 and 11B-502.3 16. Car and van stall access aisle shall be 5 foot wide minimum and shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle. §11B-502.3, Figures 11B-502.2 and 11B-502.3 17. Access aisles shall extend the full required length of the parking spaces they serve. §11B-502.3.2 & Fig. 11B-502.3 18. Access aisles shall be marked with a blue painted borderline around their perimeter. The area within the blue borderlines shall be marked with hatched lines a maximum of 36 inches on center in a color contrasting with that of the aisle surface, preferably blue or white. The words "NO PARKING" shall be painted on the surface within each access aisle in white letters a minimum of 12 inches in height and located to be visible from the adjacent vehicular way. Access aisle markings may extend beyond the minimum required length. §11B-502.3.3, Figure 11B-502.3.3 16. In existing buildings and facilities where not all entrances comply with 11B-404 Doors, Doorways, and Gates, compliant entrances shall be identified by the International Symbol of Accessibility (ISA) complying with 11B-703.7.2.1 ISA. Directional signs complying with 11B-703.5 Visual Characters that indicate the location of the nearest entrance complying with 11B-404 shall be provided at entrances that do not comply with 11B-404 Doors, Doorways, and Gates. Directional signs complying with 11B-703.5 Visual Characters, including the ISA complying with 11B-703.7.2.1 ISA, indicating the accessible route to the nearest accessible entrance shall be provided at junctions when the accessible route diverges from the regular circulation path. §11B-216.6 (See exceptions) 17. Where existing elevators do not comply with 11B-407 Elevators, compliant elevators shall be clearly identified with the International Symbol of Accessibility (ISA) complying with 11B-703.7.2.1 ISA. Existing buildings that have been remodeled to provide specific elevators for public use that comply with these building standards shall have the location of and the directions to these elevators posted in the building lobby on a sign complying with 11B-703.5 Visual Characters, including the ISA complying with 11B-703.7.2.1 ISA. §11B-216.7 18. Doorways leading to toilet rooms and bathing rooms complying with 11B-603 Toilet and Bathing Rooms shall be identified by a geometric symbol complying with 11B-703.7.2.6 Toilet and Bathing Room Geometric Symbols. Where existing toilet rooms or bathing rooms do not comply with 11B-603 Toilet and Bathing Rooms, directional signs indicating the location of the nearest compliant toilet room or bathing room within the facility shall be provided. Signs shall comply with 11B-703.5 Visual Characters and shall include the International Symbol of Accessibility (ISA) complying with 11B-703.7.2.1 ISA. §11B-216.8 19. Where existing toilet rooms or bathing rooms do not comply with 11B-603 Toilet and Bathing Rooms, the toilet rooms or bathing rooms complying with 11B-603 Toilet and Bathing Rooms shall be identified by the International Symbol of Accessibility (ISA) complying with 11B-703.7.2.1 ISA. §11B-216.8 20. Where clustered single user toilet rooms or bathing facilities are permitted to use exceptions to 11B-213.2 Toilet and Bathing Rooms, toilet rooms or bathing facilities complying with 11B-603 Toilet and Bathing Rooms shall be identified by the International Symbol of Accessibility (ISA) complying with 11B-703.7.2.1 ISA unless all toilet rooms and bathing facilities comply with 11B-603 Toilet and Bathing Rooms. §11B-216.8 21. Existing buildings that have been remodeled to provide specific toilet rooms or bathing rooms for public use that comply with these building standards shall have the location of and the directions to these rooms posted in or near the building lobby or entrance on a sign complying with 11B-703.5 Visual Characters, including the International Symbol of Accessibility (ISA) complying with 11B-703.7.2.1 ISA. §11B-216.8 22. Identification and directional signs for public TTYs shall be provided in accordance with 11B-216.9 TTYs. §11B-216.9 a. Public TTYs shall be identified by the International Symbol of TTY complying with 11B-703.7.2.2 International Symbol of TTY. §11B-216.9.1 b. Directional signs indicating the location of the nearest public TTY shall be provided at all banks of public pay telephones not containing a public TTY. In addition, where signs provide direction to public pay telephones, they shall also provide direction to public TTYs. If a facility has no banks of telephones, the directional signage shall be provided at the entrance or in a building directory. Directional signs shall comply with 11B-703.5 and shall include the International Symbol of TTY complying with 11B-703.7.2.2. §11B-216.9.2 23. Each assembly area required by 11B-219 Assistive Listening Systems to provide assistive listening systems shall provide signs informing patrons of the availability of the assistive listening system. The sign shall include wording that states “Assistive-Listening System Available” and shall be posted in a prominent place at or near the assembly area entrance. Assistive listening signs shall comply with 11B-703.5 Visual Characters and shall include the International Symbol of Access for Hearing Loss complying with 11B-703.7.2.4 Assistive Listening Systems. §11B-216.10 (See exception) 24. Where more than one check-out aisle is provided, check-out aisles complying with 11B-904.3 Check-Out Aisles shall be identified by a sign complying with 11B-904.3.4 Identification Sign. Where check-out aisles are identified by numbers, letters, or functions, signs identifying check-out aisles complying with 11B-904.3 Check-Out Aisles shall be located in the same location as the check-out aisle identification. §11B-216.11 (See exception) 25. Signs identifying the type of access provided on amusement rides shall be provided at entries to queues and waiting lines. In addition, where accessible unload areas also serve as accessible load areas, signs indicating the location of the accessible load and unload areas shall be provided at entries to queues and waiting lines. Signs shall comply with 11B-703.5 Visual Characters and shall include the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA. §11B-216.12 26. Where Cleaner Air Symbols are provided, they shall comply with 11B-216.13 Cleaner Air Symbol. 27. Signs shall comply with 11B-703 Signs. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided. §11B-703.1 a. Signs as specified in Section 11B-703 Signs, or in other sections of this code, when included in the construction of new buildings or facilities, or when included, altered or replaced due to additions, alterations or renovations to existing buildings or facilities, and when a permit is required, shall comply with 11B-703.1.1.1 Plan Review and 11B-703.1.1.2 Inspection. §11B-703.1.1 b. Plans, specifications or other information indicating compliance with these regulations shall be submitted to the enforcing agency for review and approval. §11B-703.1.1.1 c. Signs and identification devices shall be field inspected after installation and approved by the enforcing agency prior to the issuance of a final certificate of occupancy per Chapter 1, Division II, Section 111, or final approval where no certificate of occupancy is issued. The inspection shall include, but not be limited to, verification that Braille dots and cells are properly spaced and the size, proportion and type of raised characters are in compliance with these regulations. §11B-703.1.1.2 28. Raised characters shall comply with 11B-703.2 Raised Characters and shall be duplicated in Braille complying with 11B-703.3 Braille. Raised characters shall be installed in accordance with 11B-703.4 Installation Height and Location. §11B-703.2 a. Raised characters shall be 1/32 inch minimum above their background. §11B-703.2.1 b. Characters shall be uppercase. §11B-703.2.2 c. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. §11B-703.2.3 d. Characters shall be selected from fonts where the width of the uppercase letter “O” is 55 60 percent minimum and 110 percent maximum of the height of the uppercase letter “I”. §11B-703.2.4 e. Character height measured vertically from the baseline of the character shall be 5/8 inch minimum and 2 inches maximum based on the height of the uppercase letter “I”. §11B-703.2.5 f. Stroke thickness of the uppercase letter “I” shall be 15 percent maximum of the height of the character. §11B-703.2.6 g. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8 inch minimum and 4 times the raised character stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16 inch minimum and 4 times the raised character stroke width maximum at the base of the cross sections, and 1/8 inch minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8 inch minimum. §11B-703.2.7 h. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minimum and 170 percent maximum of the raised character height. §11B-703.2.8 i. Text shall be in a horizontal format. §11B-703.2.9 29. Braille shall be contracted (Grade 2) and shall comply with 11B-703.3 Braille and 11B-703.4 Installation Height and Location. §11B-703.3 a. Braille dots shall have a domed or rounded shape and shall comply with Table 11B-703.3.1. The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. §11B-703.3.1 b. Braille shall be positioned below the corresponding text in a horizontal format, flush left or centered. If text is multi-lined, Braille shall be placed below the entire text. Braille shall be separated 3/8 inch minimum and 1/2 inch maximum from any other tactile characters and 3/8 inch minimum from raised borders and decorative elements. §11B-703.3.2 (See exception) 30. Signs with tactile characters shall comply with 11B-703.4 Installation Height and Location. §11B-703.4 a. Tactile characters on signs shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character Braille cells and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest tactile character line of raised characters. §11B-703.4.1 (See exception) b. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches minimum by 18 inches minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. Where permanent identification signage is provided for rooms and spaces they shall be located on the approach side of the door as one enters the room or space. Signs that identify exits shall be located on the approach side of the door as one exits the room or space. 11B-703.4.2 (See exception) 31. Visual characters shall comply with the following, except where visual characters comply with 11B-703.2 Raised Characters and are accompanied by Braille complying with 11B-703.3 Braille, they shall not be required to comply with 11B-703.5.2 through 11B-703.5.6, 11B-703.5.8 and 11B-703.5.9: a. Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. §11B-703.5.1 b. Characters shall be uppercase or lowercase or a combination of both. §11B-703.5.2 c. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. §11B-703.5.3 d. Characters shall be selected from fonts where the width of the uppercase letter “O” is 55 60 percent minimum and 110 percent maximum of the height of the uppercase letter “I”. §11B-703.5.4 e. Minimum character height shall comply with Table 11B-703.5.5. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter “I”. §11B-703.5.5 (See exception) f. Visual characters shall be 40 inches minimum above the finish floor or ground. §11B-703.5.6 (See exceptions) g. Stroke thickness of the uppercase letter “I” shall be 10 percent minimum and 20 percent maximum of the height of the character. §11B-703.5.7 h. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of character height. §11B-703.5.8 i. Spacing between the baselines of separate lines of characters within a message shall be 135 percent minimum and 170 percent maximum of the character height. §11B-703.5.9 j. Text shall be in a horizontal format. §11B-703.5.10 32. Pictograms shall comply with the following: a. Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in the pictogram field. §11B-703.6.1 b. Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. §11B-703.6.2 c. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.4 Installation Height and Location. §11B-703.6.3 33. Symbols of accessibility and their background shall have a non-glare finish. Symbols of accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. §11B-703.7.1 34. Symbols shall comply with the following: a. The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1 ISA. The symbol shall consist of a white figure on a blue background. The blue shall be Color No. 15090 in Federal Standard 595B. §11B-703.7.2.1 (See exception) b. The International Symbol of TTY shall comply with Figure 11B-703.7.2.2. c. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in Figure 11B-703.7.2.3. d. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B-703.7.2.4. e. Rooms, facilities and paths of travel that are accessible to and usable by people who are adversely impacted by airborne chemicals or particulate(s) and/or the use of electrical fixtures and/or devices shall be identified by the Cleaner Air Symbol complying with Figure 11B-703.7.2.5. This symbol is to be used strictly for publicly funded facilities or any facilities leased or rented by state of California, not concessionaires. The symbol, which shall include the text “Cleaner Air” as shown, shall be displayed either as a negative or positive image within a square that is a minimum of 6 inches on each side. The symbol may be shown in black and white or in color. When color is used, it shall be Federal Blue (Color No. 15090 Federal Standard 595B) on white, or white on Federal Blue. There shall be at least a 70-percent color contrast between the background of the sign from the surface that it is mounted on. §11B-703.7.2.5 f. Doorways leading to toilet rooms and bathing rooms shall be identified by a geometric symbol complying with 11B-703.7.2.6 Toilet and Bathing Facilities Geometric Symbols. The symbol shall be mounted at 58 inches minimum and 60 inches maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within 1 inch of the vertical centerline of the door. §11B-703.7.2.6 (See exception) g. Men's toilet and bathing facilities shall be identified by an equilateral triangle, ¼ inch thick with edges 12 inches long and a vertex pointing upward. The triangle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.1 h. Women's toilet and bathing facilities shall be identified by a circle, ¼ inch thick and 12 inches in diameter. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.2 i. Unisex toilet and bathing facilities shall be identified by a circle, ¼ inch thick and 12 inches in diameter with a ¼ inch thick triangle with a vertex pointing upward superimposed on the circle and within the 12-inch diameter. The triangle symbol shall contrast with the circle symbol, either light on a dark background or dark on a light background. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.3 j. Edges of signs shall be rounded, chamfered or eased. Corners of signs shall have a minimum radius of ⅛ inch. §11B-703.7.2.6.4 k. Pole-supported pedestrian traffic-control buttons shall be identified with color coding consisting of a textured horizontal yellow band 2 inches in width encircling the pole, and a 1-inch-wide dark border band above and below this yellow band. Color coding shall be placed immediately above the control button. Control buttons shall be located no higher than 48 inches above the ground surface adjacent to the pole. §11B-703.7.2 SHOWER COMPARTMENTS 60. Showers compartment shall be either: a. Standard roll-in type shower compartment: 30 inches wide minimum by 60 inches deep minimum with clear inside dimensions measured at center points of opposing sides with a full opening width on the long side. A 36 inch wide minimum by 60 inches long minimum clearance shall be provided adjacent to the open face of the shower compartment.§11B-608.2.2 or b. Alternate roll-in type shower compartment: 36 inches wide and 60 inches deep minimum clear inside dimensions measured at center points of opposing sides. A 36 inch wide minimum entry shall be provided at one end of the long side of the compartment. §11B-608.2.3 61. Grab bars in showers shall comply with section 11B-608.3 Grab Bars. §11B-608.3 62. Provide a folding seat in roll-in type shower. §11B-608.4 63. Controls and faucets shall be of a single-lever design and shall comply with section 11B-309.4 Operation. §11B-608.5 64. In standard roll-in type shower compartments, show operable parts of controls and faucets shall be installed in on back wall of the compartment adjacent to the seat wall 19 inches minimum and 27 inches maximum from the seat wall; and shall be located above the grab bar, but no higher than 478 inches above the shower floor, with their center line at 39 inches to 41 inches above the shower floor. §11B-608.5.2 65. In alternate roll-in type shower compartments, show operable parts of controls and faucets shall be installed on the side wall of the compartment adjacent to the seat wall 19 inches minimum and 27 inches maximum from the seat wall; and shall be located above the grab bar, but no higher than 48 inches above the shower floor, with their centerline at 39 inches to 41 inches above the shower floor. §11B-608.5.3 66. A shower spray unit with a hose 59 inches long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. §11B-608.6 67. Thresholds in roll-in shower compartments shall be ½ inch high maximum. §11B-608.7 68. Enclosures for shower compartments shall not obstruct controls, faucets, and shower spray units or obstruct transfer from wheelchairs onto shower seats. §11B-608.8 69. Floor or ground surfaces of showers shall comply with section 11B-302.1 Floor or Ground Surfaces General and shall be sloped 1:48 (2.083%) maximum in any direction. Where drains are provided grate openings shall be ¼ inch maximum and flush with the floor surface. §11B-608.9 70. When a soap dish is provided, it shall be located on the control wall at a maximum height of 40 inches above the shower floor, and within reach limits from the seat. §11B-608.9 11B-604.5.1 Side Wall shall be provided and shall be located on the wall closest to the water closet. In addition, a rear-wall grab bar complying with Section 11B-604.5.2 Rear Wall shall be provided. Where separate grab bars are required on adjacent walls at a common mounting height, an L-shaped grab bar meeting the dimensional requirements of Sections 11B-604.5.1 Side Wall and 11B-604.5.2 Rear Wall shall be permitted. §11B-604.8.1.5 44. Ambulatory accessible compartments shall have a depth of 35 inches minimum and 37 inches maximum. §11B-604.8.2.1 45. Water closets and toilet compartments for children's use shall comply with Section 11B-604.9 Water Closets and Toilet Compartments for Children's Use and follow suggested dimensions on Table 11B-604.9. §11B-604.9 46. Urinals shall be the stall-type or the wall-hung type with the rim 17 inches maximum above the finish floor or ground. Urinals shall be 13½ inches deep minimum measured from the outer face of the urinal rim to the back of the fixture. §11B-605.2 47. A clear floor space or ground space complying with Section 11B-305 Clear Floor or Ground Space positioned for forward approach shall be provided. §11B-605.3 48. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309 Operable Parts except that the flush control shall be mounted at a maximum height of 44 inches above the finish floor. §11B-605.4 49. Lavatories and sinks shall comply with Section 11B-606 Lavatories and Sinks. §11B-606.1 50. For lavatories and sinks, a clear floor space complying with Section 11B-305 Clear Floor or Ground Surfaces, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 Knee and Toe Clearance shall be provided. §11B-606.2 51. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above the finish floor or ground. §11B-606.3 GRAB BARS 71. Grab bars with circular cross section in toilet facilities and bathing facilities shall have an outside diameter of 1¼ inches minimum and 2 inches maximum. §11B-609.2.1 72. Grab bars with non-circular cross sections shall have a cross-section dimension of 2 inches maximum and a perimeter dimension of 4 inches minimum and 4.8 inches maximum. §11B-609.2.2 73. Space between the wall and the grab bar shall be 1½ inches. The space between the grab bar and projecting objects below and at the ends shall be 1½ inches minimum. The space between the grab bar and projecting objects above shall be 12 inches minimum. §11B-609.3 74. Grab bars shall be installed in a horizontal position, 33 inches minimum and 36 inches maximum above the finish floor measured to the top of the gripping surface, except that at water closets for children's use complying with section 11B-604.9 Water Closets and Toilet Compartments for Children's Use, grab bars shall be installed in a horizontal position 18 inches minimum and 27 inches maximum above the finish floor measured to the top of the gripping surface. §11B-609.4 75. The top of bathtub seats shall be 17 inches minimum and 19 inches maximum above the bathroom finish floor. §11B-610.2 76. The depth of a removable in-tub seat shall be 15 inches minimum and 16 inches maximum. §11B-610.2 77. Dimension shower seats compliant with figures 11B-610.3 Extent of Seat, 11B-610.3.1 Rectangular Shower Seat or 11B-610.3.2 L-Shaped Shower Seat. §11B-610.3, 11B-610.3.1, 11B-610.3.2 KITCHENS, KITCHENETTES AND WET BARS 18. Dimension 40 inch minimum clearance between counters, appliances, or cabinets in pass through kitchens. Pass through kitchens shall have two entries. §11B-804.2.1 19. Dimension 60 inch minimum clearance between opposing base cabinets, counter tops, appliances, or walls in U-shaped kitchens. §11B-804.2.2 20. In residential dwelling units required to comply with 11B-809 Residential Dwelling Units, at least one 30 inch wide minimum section of counter shall provide a kitchen work surface that complies with the following: §11B-804.3 a. A 30 inch wide by 48 inch deep forward approach clear floor space shall be provided. The clear floor space shall be centered on the kitchen work surface and shall provide knee and toe clearance complying with 11B-306 Knee and Toe Clearance. EXCEPTION: Cabinetry shall be permitted provided all of the following are met: i. the cabinetry can be removed without removal or replacement of the kitchen work surface; ii. the finish floor extends under the cabinetry; and iii. the walls behind and surrounding the cabinetry are finished. b. The kitchen work surface shall be 34 inches maximum above the finish floor or ground. EXCEPTION: A counter that is adjustable to provide a kitchen work surface at variable heights, 29 inches minimum and 36 inches maximum, shall be permitted. c. There shall be no sharp or abrasive surfaces under the work surface counters. 21. Sinks shall comply with 11B-606 Lavatories and Sinks. §11B-804.4 22. At least 50 percent of shelf space in storage facilities shall comply with 11B-811 Storage. §11B-804.5 23. Kitchen appliances shall comply with the following: §11B-804.6 a. A clear floor or ground space complying with 11B-305 Clear Floor or Ground space shall be provided at each kitchen appliance. Clear floor or ground spaces shall be permitted to overlap. b. All appliance controls shall comply with 11B-309 Operable Parts. (See exceptions) c. Clear floor or ground space shall be positioned adjacent to the dishwasher door. The dishwasher door, in the open position, shall not obstruct the clear floor or ground space for the dishwasher or the sink. d. At the range or cooktop, where a forward approach is provided, the clear floor or ground space shall provide knee and toe clearance complying with 11B-306. Where knee and toe space is provided, the underside of the range or cooktop shall be insulated or otherwise configured to prevent burns, abrasions, or electrical shock. The location of controls shall not require reaching across burners. e. Ovens shall comply with the following: i. Side-hinged door ovens shall have the work surface required by 11B-804.3 Kitchen and Work Surfaces positioned adjacent to the latch side of the oven door. ii. Bottom-hinged door ovens shall have the work surface required by 11B-804.3 Kitchen and Work Surfaces positioned adjacent to one side of the door. iii. Ovens shall have controls on front panels. f. Combination refrigerators and freezers shall have at least 50 percent of the freezer space 54 inches maximum above the finish floor or ground. The clear floor or ground space shall be positioned for a parallel approach to the space dedicated to a refrigerator/freezer with the centerline of the clear floor or ground space offset 24 inches maximum from the centerline of the dedicated space. DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES, AND FUEL Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0D-3 DISABLED ACCESS NOTES Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0D-3 Disabled Access Notes.dwg Effective: 01/01/2020 DOCUMENT NO.: P/BC 2020-086Previously Issued As: P/BC 2017-086 ACCESSIBILITY DETAILS FOR DOORS, MANEUVERING SPACES & ROUTES UNLESS SPECIFICALLY STATED OTHERWISE, FIGURES ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. (11B-104.3 FIGURES) (b) T-SHAPED SPACE FOR 180O TURNS (a) 60 INCHES DIAMETER SPACE WHEELCHAIR TURNING SPACE FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES FIGURE 11B-305.3 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 7 P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORS & MANEUVERING SPACE FRONT APPROACH DOOR CONSTRUCTION FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 7 60 " M I N 48 " M I N 12" MIN PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER PUSH SIDE PULL SIDE 24" MIN 18" MIN CLEAR AT EXTERIOR DOORS CLEAR AT INTERIOR DOORS 36" MIN 36 " M I N 44 " M I N 22" MIN 22" MIN48 " M I N HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORS & MANEUVERING SPACE FIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS TABLE 11B-404.2.3 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION From front From front From hinge side From hinge side From latch side From latch side 1. ADD 12 INCHES IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 4 INCHES IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE.4. ADD 4 INCHES IF CLOSER IS PROVIDED. 5. ADD 6 INCHES AT EXTERIOR SIDE OF EXTERIOR DOORS. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 7 DOOR or GATE SIDE Pull Push Pull Push Pull Push PERPENDICULAR TO DOORWAY 60 inches 48 inches 60 inches 44 inches 60 inches 44 inches PARALLEL TO DOORWAY(beyond latch side unless noted) 18 inches 0 inches 36 inches 22 inches 24 inches 24 inches P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORS & MANEUVERING SPACE FIGURE 11B-404.2.4.2MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS TABLE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES MANUAL SLIDING DOORS AND MANUAL FOLDING DOORS MINIMUM MANEUVERING CLEARANCE Approach direction From Front From Side1 From pocket/hinge side From stop/latch side 1. Doorway with no door only. 2. Beyond pocket/hinge side As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 7 Perpendicular to doorway 48 inches 42 inches 42 inches 42 inches Parallel to doorway (beyond stop/latch side unless noted) 0 inches 0 inches 22 inches 24 inches P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORS & MANEUVERING SPACE FIGURE 11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 7 P/BC 2020-086THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ACCESSIBLE ROUTES (C)PASSA 11B-404.2.5THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 11B-302 AND 11B-303. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 6 of 7 11B-404.2.3 Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swingingdoors shall be measured between theface of the door and the stop, with thedoor open 90 degrees. Openings morethan 24 inches deep shall provide aclear opening of 36 inches minimum. There shall be no projections into the required clear opening width lower than 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the finish floor or ground shall not exceed 4 inches. P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ACCESSIBLE ROUTES (a) 11B-403.5.1 SEE CLEAR WIDTH AND EXCEPTIONS REQUIREMENTS (b) As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 7 of 7 INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec.11B-403,404,405,Effective: 01/01/2020 408,504,505,802 DOCUMENT NO.: P/BC 2020-085Previously Issued As: P/BC 2017-085 Revised: 12/02/2019 ACCESSIBILITY DETAILS FOR RAMPS, STAIRS & ELEVATORS RAMP WITH INTERMEDIATE SWITCH BACK PLATFORM FIGURE 11B-405.7 RAMP LANDING NOTE 1: WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH NOTE 2: MAXIMUM HORIZONTAL DISTANCE Of EACH RAMP AND RUN VARY RAMP WITH TURNING PLATFORM RAMP LANDING AND DOORWAY As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. RAMPS SIDEWALK OBSTRUCTIONS 11B-505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS.Ramp handrails shall extend horizontally above the landing for 12 inches beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or landing surface, or shall be continuous to the handrail of an adjacent ramp run. RAMPS AND HANDRAILS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORWAYS AT RAMP LANDINGS * INCREASE TO 60" IF DOORENCROACHES LANDING BY MORE THAN 3" DOORWAYS AT TOP LANDING As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. * INCREASE TO 72" IF DOORENCROACHES BOTTOMLANDING BY MORE THAN 3" SPACE OF A RAMP Page 3 of 7 DOORWAYS AT BOTTOM LANDING SPACE OF A RAMP MIN 18" - INTERIOR DOORSMIN 24" - EXTERIOR DOORS 3" MAX 42" MIN RA M P U P RA M P D O W N MIN 18" - INTERIOR DOORSMIN 24" - EXTERIOR DOORS 3" MAX 42" MIN 42" MIN *MIN 18" - INTERIOR DOORSMIN 24" - EXTERIOR DOORS 60" RAMP UP 3" MAX RAMP DOWN 42" MIN *MIN 18" - INTERIOR DOORSMIN 24" - EXTERIOR DOORS 60" 3" MAX 60" MIN 60" MIN 42" MIN 42" MIN RAMP UP RAMP DOWN P/BC 2020-085THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. STAIRWAYS Exception: Curved stairways with windertreads are permitted at stairswhich are not part of a requiredmeans of egress. 11B-504 STAIRWAYS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonableaccommodation to ensure equal access to its programs, services and activities. Page 4 of 7 P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. STAIRS FIGURE 11B-504.5 STAIR NOSINGS FIGURE 11B-505.4 HANDRAIL HEIGHT FIGURE 11B-505.5 HANDRAIL CLEARANCE FIGURE 11B-505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE FIGURE 11B-505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION FIGURE 11B-505.10.2 TOP HANDRAIL EXTENSION AT STAIRS FIGURE 11B-505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 7 RADIUS 12" MAX (12.7MM)30° MAX 1-1/4" MAX (32 MM) 1-1/4" MAX (32 MM)1-1/4" MAX (32 MM) (a) RADIUS OF TREAD EDGE (TYPICAL FOR ALL PROFILES) (b) ANGLED RISER (c) CURVED NOSING (d) BEVELED NOSING 30° MAX P/BC 2020-085THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ELEVATORS FIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS MINIMUM DIMENSIONS DOOR LOCATION Centered Side (off-centered) Any Any DOOR CLEAR WIDTH 42 inches 36 inches 36 inches 36 inches INSIDE CAR, SIDE TO SIDE 80 inches 68 inches 54 inches 60 inches INSIDE CAR, BACK WALLTOFRONT RETURN 51 inches 51 inches 80 inches 60 inches INSIDE CAR, BACK WALLTO INSIDE FACE OF DOOR 54 inches 54 inches 80 inches 60 inches 1. A tolerance of minus 5/8 inch (15.9 mm) is permitted. 2. Other car configurations that provide a turning space complying with Section 11B-304 with the door closed shall be permitted. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 6 of 7 P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ELEVATORS FIGURE 11B-407.2.2.2 VISIBLE HALL SIGNALS FIGURE 11B-408.4.1LIMITED-USE/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS Door and signal timing. The minimum acceptable time from notification that a car is answering a call or notification of the car assigned at the means for the entry of destination information until the doors of that car start to close shall be calculated from the following equation: FIGURE 11B-407.2.3.2 CAR DESIGNATIONS ON JAMBS OFT = D/(1.5 ft/s) or T = D/(455 mm/s) = 5 seconds minimum where T equals the total time in seconds and D equals the distance (in feet or millimeters) from the point in the lobby or corridor 60 inches (1524 mm) directly in front of the farthest call button controlling that car to the centerline of its hoistway door. (11B-407.3.4) Exceptions: 1. For cars with in-car lanterns, T shall be permitted to begin when the signal is visible from the point 60 inches (1524 mm) directly in front of the farthest hall call button and the audible signal is sounded. 2. Destination-oriented elevators shall not be required to comply with Section 11B-407.3.4. Door delay. Elevator doors shall remain fully open in response to a car call for 5 seconds minimum. (11B-407.3.5) FIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCE DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 7 of 7 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0D-4 DOORS RAMPS STAIRS & ELEVATORS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0D-4 Disabled Access Diagrams.dwg INFORMATION BULLETIN / PUBLIC - BUILDING CODEREFERENCE NO.: LABC Sec. 11B-226.4, 307,308, Effective: 01/01/2020 309,704,902 DOCUMENT NO.: P/BC 2020-089Previously Issued As: P/BC 2017-089 Revised: ACCESSIBILITY DETAILS FOR OBSTRUCTIONS, REACH RANGES, THESE DIAGRAMS ILLUSTRIATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 5 TELEPHONES & BABY CHANGING STATIONS P/BC 2020-089 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will providereasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 5 P/BC 2020-089 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION REACH RANGE FORWARD REACH As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 5 P/BC 2020-089 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TELEPHONES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 5 P/BC 2020-089 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. BABY CHANGING TABLES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities.Page 5 of 5 INFORMATION BULLETIN / PUBLIC - BUILDING CODEREFERENCE NO.: LABC Sec.11B-305,604,605 Effective: 01/01/2020 DOCUMENT NO.: P/BC 2020-087Previously Issued As: P/BC 2017-087 ACCESSIBILITY DETAILS FOR RESTROOMS AND DRINKING FOUNTAINS Revised: SINGLE-ACCOMMODATION TOILET FACILITY ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY FIGURE 11B-604.7 DISPENSER OUTLET LOCATION FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will providereasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 5 FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS Doors shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position, may encroach into the turning space by 12 inches maximum. (11B-603.2.3) Exceptions: (2) Where the toilet room or bathing room is for individual use and a clear floor space complying with Section 11B-305.3 is provided within the room beyond the arc of the door swing, doors shall be permitted to swing into the clear floor space or clearance required for any fixture. 60" MIN 17-" 60" MIN 17-" P/BC 2020-087THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. FIGURE 11B-609.3 FIGURE 11B-604.8.1.4 SPACING OF GRAB BARS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION FIGURE 11B-604.8.1.2 FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 5 P/BC 2020-087THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. Fig. 11B-604.2 FIGURE 11B-604.3.1 - SIZE OF CLEARANCE AT WATER CLOSETS FIGURE 11B-604.8.1.1.2 - MANEUVERING SPACE WITH SIDE-OPENING DOOR FIGURE 11B-604.8.1.1.3 - MANEUVERING SPACE WITH END-OPENING DOOR As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 5 P/BC 2020-087 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. SINK / URINAL FIGURE 11B-306.2 - TOE CLEARANCE FIGURE 11B-306.3 - KNEE CLEARANCE FIGURE 11B-605.2 - HEIGHT AND DEPTH OF URINALS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities.. Page 4 of 5 PLAN 36" Min 48" MIN 18" Min MORE THAN 24" P/BC 2020-087 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DRINKING FOUNTAINS 48" MIN 5" MAX 15" MIN CL SPOUT HEIGHT AND KNEE CLEARANCE AT DRINKING FOUNTAINS DRINKING FOUNTAIN SPOUT LOCATION FIGURE 11B-602.5 CL FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN ANALCOVE, FORWARD APPROACH 11B-602.6 WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3INCHES OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHESAND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. 11B-602.7 DRINKING FOUNTAINS FOR STANDING PERSONS.SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE THE FINISH FLOOROR GROUND. 11B-602.9 PEDESTRIAN PROTECTION.ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE 32 INCHES WIDE MINIMUM AND 18 INCHES DEEP MINIMUM, AND SHALL COMPLY WITH SECTION 11B-305.7. WHEN USED, WING WALLS OR BARRIERS SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6 INCHES VERTICALLY FROM THE FLOOR OR GROUND SURFACE. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 5 PLAN OF “HI-LOW” DRINKING FOUNTAIN NOTE:IF X = 18" MIN. ALCOVE DEPTH, THEN Y = 32" MIN. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE MINIMUM OF 36" CLEAR. CLEAR FLOOR SPACE AT “HI-LOW” DRINKING FOUNTAIN ALCOVES CL EQ EQ EQ EQ Y Y X "HI" FOUNTAIN "LOW" FOUNTAIN X X > 2 4 " 36" MIN INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec.11B-703 Effective: 01/01/2020 ACCESSIBILITY DETAILS FOR SIGNS The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1. The symbol shall consist of a white figure on a blue background. The blue shall be FS 15090 in Federal Standard 595C FIGURE 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY( ISA ) Volume control telephones. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as show in Figure 11B-703.7.2.3 FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE 11B-703.7.2.2 International Symbol of TTY. The International Symbol of TTY shall comply with Figure 11B-703.7.2.2 Assistive listening systems. Assistive FIGURE 11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B- 703.7.2.4 As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 5 P/BC 2020-091 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. 11B-703 Signs 11B-703.1 General. Signs shall comply with Section 11B- 703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided. 11B-703.1.1 Plan review and inspection. Signs as specified in Section 11B-703, or in other sections of this code, when included in the construction of new buildings or facilities, or when included, altered or replaced due to additions, alterations or renovations to existing buildings or facilities, and when a permit is required, shall comply with Sections 11B- 703.1.1.1 and 11B-703.1.1.2. 11B-703.1.1.1 Plan review. Plans, specifications or other information indicating compliance with these regulations shall be submitted to the enforcing agency for review and approval. FIGURE 11B-703.2,5 HEIGHT OF RAISED CHARACTERS 11B-703.1.1.2 Inspection. Signs and identification devices shall be field inspected after installation and approved by the enforcing agency prior to the issuance of a final certificate of occupancy per Chapter 1, Division II, Section 111, or final approval where no certificate of occupancy is issued. The inspection shall include, but not be limited to, verification that Braille dots and cells are properly spaced and the size, proportion and type of raised characters are in compliance with these regulations. TABLE 11B-703.3.1 BRAILLE DIMENSIONS MEASUREMENT RANGE Dot base diameter Distance between two dots in the same cell Distance between corresponding dots in adjacent cells Dot height Distance between corresponding dots from one cell directly below MINIMUM IN INCHESMAXIMUM IN INCHES 0.059 – 0.063 0.100 0.300 0.025 – 0.037 0.395 – 0.400 FIGURE 11B-703.3.1 BRAILLE MEASUREMENT As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 5 Distance between corresponding dots in adjacent cells Distance between dots in the same cell Distance between corresponding dots from one cell directly below Distance between dots in the same cell Single Braille cell Blank cell space between words Raised Dot Base diameter No raised dot P/BC 2020-091 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TABLE 11B-703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 5 P/BC-2020-091 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TOILETS AND BATHING FACILITIES GEOMETRIC SYMBOLS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will providereasonable accommodation to ensure equal access to its programs, services and activities. NOTE: PICTOGRAMS NOT REQUIRED The provisions of CBC Chapter 11B require that a sanitary facility that is not specifically identified as for "men" or "women" (referred to in Chapter 11B as a “unisex” facility) have a geometric symbol on the door that is an equilateral triangle superimposed onto a circle. The "unisex" symbol is the only specific indicator required to be provided by Chapter 11B for a toilet facility that is available for use by all individuals. No pictogram, text, or braille is required on the symbol. (See attachment, Exhibit A.) TACTILE / RAISED CHARACTER & GD-II BRAILLE SIGN 11B-703.4.1 Height above finish floor or ground. Tactile characters on signs shall be located 48 inches (1219 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches (1524 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Exception: Tactile characters for elevator car controls shall not be required to comply with Section 11B- 703.4.1. 1 Page 4 of 5 GENDER SPECIFIC GEOMETRIC SYMBOLS APPLY ONLY TOMULTI-ACCOMMODATION RESTROOMS MEN WOMEN SINGLE-USER SIGN STATEMENT AS - "UNSEX RESTROOM", "ALL GENDER RESTROOM", "RESTROOM" (TACTILE/ BRAILLE COMPLAINT UNISEXRESTROOMUNISEXRESTROOM BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS X Y BASELINE OF LOWEST BRAILLE CELL 58 " - 6 0 " 60 " M A X 48 " M I N X Y UNISEXRESTROOM CENTER LINE FLOOR FIN. ELEV. UNISEX RESTROOM 12 " P/BC-2020-091 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. IDENTIFICATION OF ALL GENDER SINGLE-USER TOILET FACILITIES Compliant with the California Building Code (CBC) Chapter 11B EXHIBIT A - Door Symbol (required by the CBC) This image represents the door symbol that is required by CBC 11B-216.8 to identify an all-gender/unisex single-user toilet facility. The symbol must comply with the requirements of CBC 11B-703.7.2.6.3. No pictogram, text, or braille is required on the symbol. EXHIBIT B - Designation sign on wall Designation signs are not required to be provided by the CBC or the 2010 ADAS. If provided, a designation sign adjacent to the door must comply with the scoping requirements of CBC 11B-216.2, and the technical requirements for raised characters (CBC 11B-703.2), braille (CBC 11B-703.3), visual characters (CBC 11B-703.5), and requirements for installation height and location (CBC 11B- 703.4). No pictogram is required. The following signs illustrate acceptable examples for designation sign text: ALL GENDER RESTROOM UNISEXRESTROOMRESTROOM As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 5 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0D-5 REACH RANGES RESTROOMS SIGNS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0D-4 Disabled Access Diagrams.dwg INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.:LABC Sec.11B-208,11B-228.3,11B-502, DOCUMENT NO.:Previously Issued As: 11B-812,1113A,1138A P/BC 2020-084 P/BC 2017-084 ACCESSIBILITY DETAILS FOR PARKING WHERE ACCESSIBLE PARKING IS REQUIRED. Where parking spaces are provided, parking spaces shall be provided in accordance with Section 11B-208. Exception: Parking spaces used exclusively for buses, trucks, other delivery vehicles, or vehicular impound shall not be required to comply with Section 11B-208 provided that lots accessed by the public are provided with a passenger loading zone complying with Section 11B-503. Minimum number. Parking spaces complying with Section 11B-502 shall be provided in accordance with Table 11B-208.2 except as required by Sections 11B-208.2.1, 11B-208.2.2, and 11B-208.2.3. Where more than one parking facility is provided on a site, the number of accessible spaces provided on the site shall be calculated according to the number of spaces required for each parking facility. Hospital outpatient facilities. Ten percent of patient and visitor parking spaces provided to serve hospital outpatient facilities, and free-standing buildings providing outpatient clinical services of a hospital, shall comply with Section 11B-502. Rehabilitation facilities and outpatient physical therapy facilities.Twenty percent of patient and visitor parking spaces provided to serve rehabilitation facilities specializing in treating conditions that affect mobility and outpatient physical therapy facilities shall comply with Section 11B- 502. Residential facilities.Parking spaces provided to serve residential facilities shall comply with Section 11B-208.2.3. Parking for guests, employees, and other non-residents. Where parking spaces are provided for persons other than residents, parking shall be provided in accordance with Table 11B-208.2. Requests for accessible parking spaces. When assigned parking is provided, designated accessible parking for the adaptable residential dwelling units shall be provided on requests of residents with disabilities on the same terms and with the full range of choices (e.g., off-street parking, carport or garage) that are available to other residents. Van parking spaces. For every six or fraction of six parking spacesrequired by Section 11B-208.2 to comply with Section 11B-502, at least one shall be a van parking space complying with Section 11B-502. Location. Parking facilities shall comply with Section 11B-208.3. General. Parking spaces complying with Section 11B-502 that serve aparticular building or facility shall be located on the shortest accessible route from parking to an entrance complying with Section 11B-206.4. Where parking serves more than one accessible entrance, parking spaces complying with Section 11B-502 shall be dispersed and located on the shortest accessible route to the accessible entrances. In parking facilities that do not serve a particular building or facility, parking spaces complying with Section 11B-502 shall be located on the shortest accessible route to anaccessible pedestrian entrance of the parking facility. Exceptions: 1. All van parking spaces shall be permitted to be grouped on one level within a multi-story parking facility. 2. Parking spaces shall be permitted to be located in different parking facilities if substantially equivalent or greater accessibility is provided in terms of distance from an accessible entrance or entrances, parking fee, and user convenience. Effective: 01/01/2020 Revised: 12/02/2019 TOTAL NUMBER OF PARKING SPACES PROVIDED IN PARKING FACILITY 1 to 25 26 to 50 51 to 75 76 to 100 101 to 150 151 to 200 201 to 300 301 to 400 401 to 500 501 to 1000 1001 and over MINIMUM NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES 1 2 3 4 5 6 7 8 9 2 percent of total 20, plus 1 for each 100, or fraction thereof, over 1000 TABLE 11B-208.2 PARKING SPACES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 7 P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION PASSENGER DROP-OFF AND LOADING ZONES General. Passenger drop-off and loading zones shall comply with Section 11B-503. Vehicle pull-up space. Passenger drop-off and loading zones shall provide a vehicular pull-up space 96 inches wide minimum and 20 feet long minimum. Access aisle. Passenger drop-off and loading zones shall provide access aisles complying with Section 11B-503 adjacent and parallel to the vehicle pull- up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular way. Valet parking. Parking facilities that provide valet parking services shall provide at least one passenger loading zone complying with Section 11B- 503. The parking requirements of Section 11B-208.1 apply to facilities with valet parking. Mechanical access parking garages. Mechanical access parking garages shall provide at least one passenger loading zone complying with Section 11B-503 at vehicle drop-off and vehicle pick-up areas. PARKING SPACES General. Car and van parking spaces shall comply with Section 11B-502. Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings. Exception: Where parking spaces or access aisles are not adjacent to another parking space or access aisle, measurements shall be permitted to include the full width of the line defining the parking space or access aisle. FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE Width. Access aisles serving vehicle pull-up spaces shall be 60 inches wide minimum. Length. Access aisles shall extend the full length of the vehicle pull-up spaces they serve. Marking. Access aisles shall be marked with a painted borderline around their perimeter. The area within the borderlines shall be marked with hatched lines a maximum of 36 inches on center in a color contrasting with that of the aisle surface. Floor and ground surfaces. Vehicle pull-up spaces and access aisles serving them shall comply with Section 11B-302. Access aisles shall be at the same level as the vehicle pull-up space they serve. Changes in level are not permitted. Exception: Slopes not steeper than 1:48 shall be permitted. Vertical clearance. Vehicle pull-up spaces, access aisles serving them, and a vehicular route from an entrance to the passenger loading zone and from the passenger loading zone to a vehicular exit shall provide a vertical clearance of 114 inches minimum. Identification. Each passenger loading zone designated for persons with disabilities shall be identified with a reflectorized sign complying with Section 11B-703.5. It shall be permanently posted immediately adjacent to and visible from the passenger loading zone stating “Passenger Loading Zone Only” and including the International Symbol of Accessibility complying with Section 11B-703.7.2.1 in white on a dark blue background. Medical care and long-term care facilities. At least one passenger loading zone complying with Section 11B-503 shall be provided at an accessible entrance to licensed medical care and licensed long-term care facilities where the period of stay may exceed twenty-four hours. (a) PERPENDICULAR PARKING FIGURE 11B-502.2 VEHICLE PARKING SPACES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 7 FULL LENGTH OFVEHICLE PULL-UP SPACE CURBLINE 60 " M I N AREA TO BE MARKED P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION Vehicle spaces. Car and van parking spaces shall be 216 inches (18 feet) long minimum. Car parking spaces shall be 108 inches (9 feet) wide minimum and van parking spaces shall be 144 inches (12 feet) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with Section 11B-502.3. Exception: Van parking spaces shall be permitted to be 108 inches (9 feet) wide minimum where the access aisle is 96 inches (8 feet) wide minimum. Access aisle. Access aisles serving parking spaces shall comply with Section 11B-502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle. Width. Access aisles serving car and van parking spaces shall be 60 inches (5 feet) wide minimum. Length. Access aisles shall extend the full required length of the parking spaces they serve. Marking. Access aisles shall be marked with a blue painted borderline around their perimeter. The area within the blue borderlines shall be marked with hatched lines a maximum of 36 inches (3 feet) on center in a color contrasting with that of the aisle surface, preferably blue or white. The words "NO PARKING" shall be painted on the surface within each access aisle in white letters a minimum of 12 inches (1 foot) in height and located to be visible from the adjacent vehicular way. Access aisle markings may extend beyond the minimum required length. Location. Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for van parking spaces which shall have access aisles located on the passenger side of the parking spaces. Floor or ground surfaces. Parking spaces and access aisles serving them shall comply with Section 11B- 302. Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted. Exception: Slopes not steeper than 1:48 shall be permitted. Vertical clearance. Parking spaces, access aisles and vehicular routes serving them shall provide a vertical clearance of 98 inches (2489 mm) minimum. Vertical clearance. Parking spaces, access aisles and vehicular routes serving them shall provide a vertical clearance of 98 inches (2489 mm) minimum. Exception: In existing multistory parking facilities, car parking spaces, access aisles and vehicular routes serving them shall provide a vertical clearance of 80 inches (2032 mm) minimum. Existing vertical clearance in excess of 80 inches (2032 mm) and less than 98 inches (2489 mm) shall be maintained. This exception shall not apply to van parking spaces, access aisles, or vehicular routes serving them. Identification. Parking space identification signs shall include the International Symbol of Accessibility complying with Section 11B- 703.7.2.1. Signs identifying van parking spaces shall contain additional language or an additional sign with the designation “van accessible.” Signs shall be 60 inches (5 feet) minimum above the finish floor or ground surface measured to the bottom of the sign. Exception: Signs located within an accessible route shall be aminimum of 80 inches (6 feet, 8 inches) above the finish floor or ground surface measured to the bottom of the sign. Finish and size. Parking identification signs shall be reflectorized with a minimum area of 70 square inches. Minimum fine. Additional language or an additional sign below the International Symbol of Accessibility shall state “Minimum Fine $250.”VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES (9 FEET) WIDE MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES (8 FEET) WIDE MINIMUM. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 7 FIGURE 11B-502.3.3 PERPENDICULAR PARKING IDENTIFICATION P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION FIGURE 11B-502.3.3 ANGLED PARKING IDENTIFICATION Location. A parking space identification sign shall be visible from each parking space. Signs shall be permanently posted either immediately adjacent to the parking space or within the projected parking space width at the head end of the parking space. Signs may also be permanently posted on a wall at the interior end of the parking space. Marking. Each accessible car and van space shall have surface identification complying with either Sections 11B-502.6.4.1 or 11B- 502.6.4.2. The parking space shall be marked with an International Symbol of Accessibility complying with Section 11B-703.7.2.1 in white on a blue background a minimum 36 inches wide by 36 inches high. The centerline of the International Symbol of Accessibility shall be a maximum of 6 inches from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space length. The parking space shall be outlined or painted blue and shall be marked with an International Symbol of Accessibility complying with Section 11B-703.7.2.1 a minimum 36 inches wide by 36 inches high in white or a suitable contrasting color. The centerline of the International Symbol of Accessibility shall be a maximum of 6 inches from thecenterline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space. Relationship to accessible routes. Parking spaces and access aislesshall be designed so that cars and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes. 11B-502.7.1 Arrangement. Parking spaces and access aisles shall be designed so that persons using them are not required to travel behind parking spaces other than to pass behind the parking space in which they parked. 11B-502.7.2 Wheel stops. A curb or wheel stop shall be provided if required to prevent encroachment of vehicles over the required clear width of adjacent accessible routes. 11B-502.8 Additional signage. An additional sign shall be postedeither; 1) 2) In a conspicuous place at each entrance to an off-street parking facility or Immediately adjacent to on-site accessible parking and visible from each parking space. 11B-502.8.1 Size. The additional sign shall not be less than 17 inches wide by 22 inches high. 11B-502.8.2 Lettering. The additional sign shall clearly state in letters with a minimum height of 1 inch the following: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner’s expense. Towed vehicles maybe reclaimed at:__________ ___ or by telephoning _________________.” Blank spaces shall be filled in with appropriate information as a permanent part of the sign. (NOTE: Towing Co.'s Name and Telephone Number must be noted on the detail sheet/s on the plans). As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 7 P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION ACCESSIBLE PARKING SIGN INSTALLED AT EACH SPACE As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 7 REFLECTORIZED WITH MINIMUM AREA OF 70 SQ.IN. WHERE APPLIES GROUND SURFACE FINISH LINE 60 " M I N . NOTE: SINGS LOCATED W/ INACCESSIBLE ROUTE SHALL BE 80" MIN. A.F.F. OR ABOVE GROUND SURFACE. SINGS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. 36" MIN 36 " M I N THE ADDITIONAL "TOW-AWAY" SIGN SHALL BE 17" MIN. X 22" MIN. LETTER SHALL HAVE A MINIMUM HEIGHT OF 1" TOWING COMPANY'S NAME * AND TELEPHONE NOS.* MUST BE PROVIDED ON SIGN Electrical Vehicle Charging Stations Electric vehicle charging stations (EVCS) shall comply with Section 11B-812 as required by Section 11B-228.3. Where vehicle spaces and access aisles are marked with lines, measurements shall be made from the centerline of the markings. Exception: 11B-812.1 Operable parts shall comply with Section 11B-309. Future installation of Electric Vehicle (EV) Chargers serving Covered MultiFamily Dwellings shall be on accessible route per 1113A and shall bein compliance with section 1138A reach range requirements Floor or ground surfaces. Vehicle spaces and access aisles serving themshall comply with Section 11B-302. Access aisles shall be at the same level as the vehicle space they serve. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted in vehicle spaces and access aisles. Vertical clearance. Vehicle spaces, access aisles serving them, andvehicular routes serving them shall provide a vertical clearance of 98 inches (2489 mm) minimum. Where provided, overhead cable management systems shall not obstruct required vertical clearance. Accessible route to building or facility.EVCS complying with Section 11B-812 that serve a particular building or facility shall be located on an accessible route to an entrance complying with Section 11B-206.4. Where EVCS do not serve a particular building or facility, EVCS complying with Section 11B-812 shall be located on an accessible route to an accessible pedestrian entrance of the EV charging facility. Exception: 11B-812.5.1 Accessible route to EV charger. An accessible route complying withSection 11B-402 shall be provided between the vehicle space and the EV charger which serves it. Relationship to accessible routes. Vehicle spaces and access aisles shallbe designed so that when the vehicle space is occupied the required clear width of adjacent accessible routes is not obstructed. A curb, wheel stop, bollards, or other barrier shall be provided if required to prevent encroachment of vehicles over the required clear width of adjacent accessible routes. Arrangement. Vehicle spaces and access aisles shall be designed so that persons using them are not required to travel behind vehicle spaces or parking spaces other than the vehicle space in which their vehicle has been left to charge. Exceptions: 11B-812.5.4 Obstructions. EVCS shall be designed so accessible routes are not obstructed by cables or other elements. Vehicle spaces. Vehicle spaces serving van accessible, standard accessible, ambulatory and drive-up EVCS shall be 216 inches (5486 mm) long minimum and shall com ply with Sections 11B-812.6.1 through 11B- 812.6.4 as applicable. All vehicle spaces shall be marked to define their width. Exceptions: 11B-812.6 Van accessible. Vehicle spaces serving van accessible EVCS shall be 144 inches (3658 mm) wide minimum and shall have an adjacent access aisle complying with Section 11B-812.7. Standard accessible. Vehicle spaces serving standard accessible EVCS shall be 108 inches (2743 mm) wide minimum and shall have an adjacent access aisle complying with Section 11B-812.7. Four or fewer. Where four or fewer total EVCS are provided, identification with an International Symbol of Accessibility (ISA) shall not be required. Five to twenty-five. Where five to twenty-five total EVCS are provided, one van accessible EVCS shall be identified by an ISA complying with Section 11B-703.7.2.1. The required standard accessible EVCS shall not be required to be identified with an ISA. Twenty-six or more. Where twenty-six or more total EVCS are provided, all required van accessible and all required standard accessible EVCS shall be identified by an ISA complying with Section 11B-703.7.2.1. Ambulatory. Ambulatory EVCS shall not be required to be identified by an ISA. Drive-up. Drive-up EVCS shall not be required to be identified by an ISA. Finish and size. Identification signs shall be reflectorized with a minimum area of 70 square inches (45 161 mm2). Location. Required identification signs shall be visible from the EVCS it serves. Signs shall be permanently posted either immediately adjacent to the vehicle space or within the projected vehicle space width at the head end of the vehicle space. Signs identifying van accessible vehicle spaces shall contain the designation “van accessible.” Signs shall be 60 inches (1525 mm) minimum above the finish floor or ground surface measured to the bottom of the sign. Signs located within an accessible route shall be 80 inches (2032 mm) minimum above the finish floor or ground surface measured to the bottom of the sign. Signs may also be permanently posted on a wall at the interior end of the vehicle space. Surface marking. EVCS vehicle spaces shall provide surface markingstating “EV CHARGING ONLY” in letters 12 inches (305 mm) high minimum. The centerline of the text shall be a maximum of 6 inches (152 mm) from the centerline of the vehicle space and its lower corner at, or lower side alignedwith, the end of the parking space length. As covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonableaccommodation to ensure equal access to its programs, services and activities. Page 6 of 7 Ambulatory. Vehicle spaces serving ambulatory EVCS shall be 120 inches(3048 mm) wide minimum and shall not be required to have an adjacent access aisle.Drive-up. Vehicle spaces serving drive-up EVCS shall be 204 inches (5182mm) wide minimum and shall not be required to have an adjacent access aisle. Access aisle. Access aisles shall adjoin an accessible route. Two vehicle spaces shall be permitted to share a common access aisle. Access aislesshall be 60 inches (1524 mm) wide minimum and shall extend the full required length of the vehicle spaces they serve. Location. Access aisles at vehicle spaces shall not overlap the vehicularway and may be placed on either side of the vehicle space they serve except for van accessible spaces which shall have access aisles located on the passenger side of the vehicle spaces. Marking. Access aisles at vehicle spaces shall be marked with a paintedborderline around their perimeter. The area within the borderlines shall be marked with hatched lines a maximum of 36 inches (914 mm) on center. The color of the borderlines, hatched lines, and letters shall contrast with that ofthe surface of the access aisle. The blue color required for identification of access aisles for accessible parking shall not be used. Access aisle markings may extend beyond the minimum required length. Lettering. The words “NO PARKING” shall be painted on the surface within each access aisle in letters a minimum of 12 inches (305 mm) in height and located to be visible from the adjacent vehicular way. Identification signs. EVCS identification signs shall be provided in compliance with Section 11B-812.8. P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION Electric vehicle chargers EV chargers shall comply with Section 11B-812.10.Operable parts and charging cord storage shall comply with Section 11B-309. Point-of-sale devices. Where provided, point-of-sale devices shall comply with Sections 11B-707.2, 11B-707.3, 11B-707.7.2, and 11B-07.9. Location. EV chargers shall be adjacent to, and within the projected width of, the vehicle space being served. Exceptions:11B-812.10.4 As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 7 of 7 INFORMATION BULLETIN / PUBLIC - BUILDING CODEREFERENCE NO.: LABC Sec.11B-406,705 Effective: DOCUMENT NO.: P/BC 2020-090 Previously Issued As: P/BC 2017-090 Revised: 01/01/2020 GENERAL. Curb ramps, blended transitions and islands on accessible routes shall comply with Section 11B- 406. Curb ramps may be perpendicular, parallel, or a combination of perpendicular and parallel. LANDINGS. Landings shall be provided at the tops of curb ramps and blended transitions. The landing clear length shall be 48 inches (1219 mm) minimum. The landing clear width shall be at least as wide as the curb ramp, excluding any flared sides, or the blended transition leading to the landing. The slope of the landing in all directions shall be 1:48 maximum. FIGURE 11B-406.2.2 SIDES OF CURB RAMPS TURNING SPACE. A turning space 48 inches (1219 mm) minimum by 48 inches (1219 mm) minimum shall be provided at the bottom of the curb ramp. The slope of the turning space in all directions shall be 1:48 max. LOCATION. Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides. THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 4 P/BC-2020-090 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ADJOINING SURFACE MAXIMUM SLOPE CURB RAMP SLOPE 20 1 FIGURE 11B-406.5.8 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS Counter slope of adjoining gutters and road surfaces immediately adjacent to and within 24 inches (610 mm) of the curb ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall be at the same level.11B-406.5.8 Clear space at diagonal curb ramps. The bottom of diagonal curb ramps shall have a clear space 48 inches (1219 mm) minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 inches (1219 mm) minimum clear space within the markings.11B-406.5.9 Diagonal curb ramps. Diagonal or corner type curb ramps with returned curbs or other well-defined edges shall have the edges parallel to the direction of pedestrian flow. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches (610 mm) long minimum located on each side of the curb ramp and within the marked crossing. FIGURE 11B-406.5.10 11B-406.6 Islands. Raised islands in crossings shall be cut through level with the street or have curb ramps at both sides. The clear width of the accessible route at islands shall be 60 inches (1524 mm) wide minimum. Where curb ramps are provided, they shall comply with Section 11B-406. Landings complying with Section 11B-406.5.3 and the accessible route shall be permitted to overlap. Islands shall have detectable warnings complying with Section 11B-705. FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS FIGURE 11B-406.6 ISLANDS IN CROSSINGS (a)(b) CUT THROUGH AT ISLAND CURB RAMP AT ISLAND As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 4 P/BC-2020-090 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. CURB RAMP CURB RAMPS AT MARKED CROSSING CURB SECTIONS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 4 P/BC-2020-090 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DETECTABLE WARNING SURFACE (a) ENLARGED PLAN Detectable warnings shall consist of a surface of truncated domes and shallcomply with Section 11B-705. 11B-705.1.1.3 Contrast. Detectable warning surfaces shall contrast visually withadjacent walking surfaces either light-on-dark, or dark-on-light. The material used to provide contrast shall be an integral part of the surface. Contrast shall be determined by: Contrast = [(B1-B2)/B1] 100 percent where B1 = light reflectance value (LRV) of the lighter area and B2 = light reflectance value (LRV) of the darker area. Exception: Where the detectable warning surface does not adequately contrast with adjacent surfaces, a 1 inch (25 mm) wide black strip shall separate yellow detectable warning from adjacent surfaces. 11B-705.1.1.4 Resiliency. Detectable warning surfaces shall differ from adjoiningsurfaces in resiliency or sound-on-cane contact. Exception: Detectable warning surfaces at curb ramps, islands or cut-throughmedians shall not be required to comply with Section 11B- 705.1.1.4 .11B-705.1.1.5 Color. Detectable warning surfaces shall be yellow conforming to FS 33538 of Federal Standard 595C. Exception: Detectable warning surfaces at curb ramps, islands or cut-through medians shall not be required to comply with Section 11B- 705.1.1.5. 11B-705.2 Detectable directional texture. Detectable directional texture attransit boarding platforms shall comply with Figure 11B-705.2 and shall be 0.1 inch (2.5 mm) in height that tapers off to 0.04 inch (1.0 mm), with bars raised 0.2 inch (5.1 mm) from the surface. The raised bars shall be 1.3 inches (33 mm) wideand 3 inches (76 mm) from center-to center of each bar. This surface shall differ from adjoining walking surfaces in resiliency or sound-on-cane contact. The color shall be yellow conforming to Federal Color No. 33538. This surface will be placed directly behind the yellow detectable warning texture specified in Section11B- 705.1.2.1, aligning with all doors of the transit vehicles where passengers will embark. The width of the directional texture shall be equal to the width of the transit vehicle’s door opening. The depth of the texture shall not be less than 36inches (914 mm). As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 4 BASE DIAMETER 0.9-0.92 (22.9MM-23.4MM) TOP DIAMETER 0.45-0.47" (11.4MM-11.9MM) 2.3-2.4 (58mm-61mm) Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0D-6 PARKING CURBS & DETECTABLE WARNINGS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0D-4 Disabled Access Diagrams.dwg TR A S H E-"F" M W OFFICES MALL F4 F3 F1 L3 L1 EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SECURITY OFFICE SEC OFFICE OFFICE SECURITY DISPATCH LOBBY TR A S H E-"F" M W OFFICES MALL F4 F3 F1 L3 L1 EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SECURITY OFFICE SEC OFFICE OFFICE SECURITY DISPATCH LOBBY 126 ' - 9 " 60'-3 " > 1 3 OF 1 2 6 ' 4 3 3 3 3 4 6" 6" 0' - 4 " 6" 60 " M A X 60 " M A X 48 " M I N 48 " M I N COMPLIANCESIGNS. COM EXIT ROUTE RRE-660 SILVER WITH BLACK LETTERS COMPLIANCESIGNS .COM EXIT RRE-655 SILVER WITH BLACK LETTERS NOTES 1.THESE SYMBOLS' COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOORS.14" MINIMUM THICKNESS REQUIRED FOR ALL SIGNS. SUITE EXIT ROUTE SIGN EXIT DISCHARGE SIGN PROPORTIONS OF SIGN AND IDENTIFICATION. CHARACTERS SHALL BE SANS SERIF UPPERCASE ACCOMPANIED BY GRADE 2 BRAILLE.STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS PROPORTIONS. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. BRAILLE DIMENSIONS DOT BASE DIAMETER DISTANCE BETWEEN DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DOT HEIGHT DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW MIN 0.059" MAX 0.063" 0.100" 0.300" 0.025" MIN 0.400" MAX 0.395" MIN 0.400" MAX 18" MIN 18 " M I N LC CENTERED ON TACTILE CHARACTERS 45° 3 4 SCALE NONE 1 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 0E-1ALL FURNITURE N.I.C.EGRESS - SIGNAGE PLAN & SPECIFICATIONS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0E-1 Egress and Signage Plan.dwg SCALE 1/8"=1'-0" U.O.N SCALE XX/X" = 1'-0"2 SIGNAGE SPECIFICATIONSEGRESS PLAN, CLEARANCES AND SIGNAGE LOCATIONS CP of E = A' DISTANCE TO EXIT = B' A' + B' = TOTAL DISTANCE TO EXIT AREA OCC RATIO # OF CLASS OCCPTS 55 B 1/15 49 Suite Egress Calcs 2022 CBC Occupancy Area Type Square Feet Floor Area per SF per occupant Number of Occupants Round Up TSSA L5 & L7 6815.0 'M' Mercantile CH JEWELERS 2685.0 60 Net 44.8 45 VIP 210.0 60 Net 3.5 4 L'ATELIER 337.0 60 Net 5.6 6 TIME VALLEE 1427.0 60 Net 23.8 24 'B' Business Conference 146.0 15 Net 9.7 10 Break room 176.0 15 Net 11.7 12 Office Area 1834.0 150 Gross 12.2 13 Totals 99.1 101 AREA OCC RATIO # OF CLASS OCCPTS 2685 M 1/60 45 AREA OCC RATIO # OF CLASS OCCPTS 210 M 1/60 4 AREA OCC RATIO # OF CLASS OCCPTS 146 B 1/15 10 AREA OCC RATIO # OF CLASS OCCPTS 130 B 1/150 1 AREA OCC RATIO # OF CLASS OCCPTS 176 B 1/15 12 AREA OCC RATIO # OF CLASS OCCPTS 456 B 1/150 4 AREA OCC RATIO # OF CLASS OCCPTS 1427 M 1/60 24 AREA OCC RATIO # OF CLASS OCCPTS 337 M 1/60 6 AREA OCC RATIO # OF CLASS OCCPTS 313 B 1/150 3 CP of E = 31' DISTANCE TO EXIT = 46' CP of E = 17' DISTANCE TO EXIT = 82' DISTANCE TO EXIT = 68' DISTANCE TO EXIT = 45' TOTAL DISTANCES TO EXIT: (COMMON PATH OF EGRESS + DISTANCE TO EXIT) 1.31' (CP OF E) + 45' (DISTANCE TO EXIT) = 76' < 300' 2.31' (CP OF E) + 46' (DISTANCE TO EXIT) = 77' < 300' 3.17' (CP OF E) + 68' (DISTANCE TO EXIT) = 85' < 300' 4.17' (CP OF E) + 82' (DISTANCE TO EXIT) = 99' < 300' 5.45' (CP OF E) + 32' (DISTANCE TO EXIT) = 79' < 300' 6.45' (CP OF E) + 60' (DISTANCE TO EXIT) = 105' < 300' DISTANCE TO EXIT = 60' CP of E = 45' DISTANCE TO EXIT = 32' C C C C C C C C C 3 C CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero-emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.3 Electric vehicle (EV) charging . [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2.A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3.The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4.The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking.[BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loadingspaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply. b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N]In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: 1.The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE.2.The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5.4.1 3.Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles. 4.The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^2 0-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20% of total¹25% of EV capable spaces¹ 5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following: 1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A Y N/A 1.Where there is insufficient electrical supply. 2.The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. Y N/A Y N/A Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1.Swales. 2.Water collection and disposal systems. 3.French drains. 4.Water retention gardens. 5.Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3.Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2.Designated and marked play areas of organized sport activity are not included in the total area calculation. TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.) NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G1 G2 G3 G4 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G1 G1 G2 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G1 G1 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" AIA CALIFORNIA N/A N/A N/A N/A N/A N/A N/A N/A Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C GREEN NOTES I Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0G-1 GREEN_NOTES AIA.dwg 0G-1 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 32 0 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) . Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.6 Commissioning report.[N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING.New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations , except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. Y N/A SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings . Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2 COMMISSIONING. [N]New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code . 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YESN/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations , Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤5.0 ozf)1.00 Product Class 2 (> 5.0 ozf and ≤8.0 ozf)1.20 Product Class 3 (> 8.0 ozf)1.28 AIA CALIFORNIA N/A N/A N/A N/A N/A GCYES N/A N/A N/A G CYES YES G C Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C GREEN NOTES II Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0G-1 GREEN_NOTES AIA.dwg 0G-2 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - CONT. GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS 1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS 1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD 2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A Y N/A Y N/A Y N/ARESPON.PARTY RESPON.PARTY RESPON.PARTY RESPON.PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) AIA CALIFORNIA G CYES YES G C NA NA NA NA NA NA NA YES GC Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C GREEN NOTES III Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\0G-1 GREEN_NOTES AIA.dwg 0G-3 1.1 General contractor to obtain demolition permits and include all costs of same in contract price. 1.2 General contractor to furnish all labor and materials / equipment to complete demolition and removal of all items as indicated. 1.3 General contractor shall keep construction area free of dust and debris for the duration of construction. 1.4 If any questions arise as to the removal of any material, clarify the point in question with building engineer before proceeding. 1.5 At completion of demolition work, the construction area(s) shall be left in broom-clean condition. All debris and miscellaneous material shall be removed. 1.6 All debris removal shall be performed in accordance with building management requirements and procedures. 1.7 Where partitions are to be removed, cap all outlets, switches, wires, thermostats, etc., and remove wiring and cabling to their source. 1.8 General contractor shall be responsible for patching and/or repairing any damage caused by him or his subcontractors to existing construction in elevator lobby, public corridors, restrooms or tenant spaces. Refinish to match existing adjacent finish or as noted herein. 1.9 No existing smoke detector, public address speaker, fire alarm box or similar device, including the associated wiring, shall be damaged during demolition and subsequent construction. Relocation of smoke detectors, public address speakers and fire alarm equipment necessitated by new construction shall be accomplished as first priority and per the plans. No active smoke detector shall be covered or otherwise removed or used for other than its intended purpose. 1.10 General contractor to verify that all partitions to be removed are non-loadbearing prior to their removal. Notify KAI of any load bearing walls indicated to be removed. 1.11 General contractor shall provide all temporary bracing as required to maintain stability of the existing structure during all phases of demo and construction. 1.12 General contractor to coordinate removal and storage of all equipment and fixtures with owner. 1.13 Where any plumbing, mechanical or electrical items have been removed, plug and cap pipes, conduit lines, etc., below floor, behind face of wall or above ceiling as necessary to conceal abandoned items or to the point of origin. Patch and repair floor, ceiling and/or walls as required. 1.14 Any items salvaged by the contractor shall be disposed of properly off site and in an expeditious manner. 1.15 Protect all public ways affected by the demolition and tenant improvement work as set forth in the building code. Height and barricade construction, if any, to be determined by local public agency. 1.16 Protect from damage during construction all existing walls, floors, ceilings, etc., that are to remain. 1.17 GC to verify that furring around columns does not have mechanical or plumbing lines. Verify with building engineer prior to demolition. 1.18 GC to coordinate with tenant for identification of low-voltage data and telephone wires to remain or be removed. 1.19 GC to confirm removal of all abandoned wires from outlet back to the service entry point or secure said wires so as to pass inspection and code requirements. 1.20 All trades to inspect existing site conditions prior to submitting bids. Contractor to notify KAI of any conflicts with the work. 1.21 Provide adequate protection to all areas adjacent to area of remodel 1.22 Protect all existing finishes that are to remain and are adjacent to areas of demolition 1.23 Any demolition or removal indicated is shown in general to provide the extent of demolition and is not considered a record drawing of existing conditions 1.24 Refer to demolition notes prepared by mep engineers for additional information and requirements for demolition of electrical, heating, ventilating, air conditioning voice/data, etc. Items as well as coordination of demolition items 6.1 Millwork shall be manufactured in accordance with the latest edition of "manual of millwork", from the woodwork institute of california. Millwork to be custom grade or grades as specified on the drawings. Surfaces shall be true, straight and free from all machine and tool markings, bruises, indentations, chips or abrasions. 6.2 All cabinetwork attached to premises shall comply with the local building code. 6.3 All custom cabinet or millwork shall be furnished, delivered and installed by cabinet contractor. 6.4 All millwork shall receive final finish at the shop or factory prior to delivery. General contractor shall protect all finished and installed millwork from damage by other trades. Damaged or defective millwork shall be replaced by the general contractor at his expense. 6.5 Contractor to coordinate location of electrical, telephone and communications outlets and install grommets in countertop surfaces as required to conceal cables. Where electrical work is specified in conjunction with cabinetwork, lamps and fixtures are to be provided by the electrical contractor. Cutouts for switches, outlets, etc., shall be provided by millwork contractor and coordinated with electrical contractor. 6.6 All built-in plumbing fixtures shall be supplied and installed by plumbing contractor. Plumbing contractor shall supply all necessary information for cutouts to be performed by cabinet contractor. 6.7 All blocking required shall be scribed to wall or ceiling. Cabinet contractor to check job progress and coordinate with other trades involved. Contractor is responsible for all blocking required. 6.8 All blocking and wood cleats for overhead cabinets to be screwed and secured to metal studs. 6.9 Where millwork members are mitered or butted, they shall be joined and secured in a manner to ensure against the joint opening. 6.10 The millwork contractor shall check and verify all dimensions and conditions at job site and shall be responsible for same. 6.11 Cabinet hardware shall include but not be limited to all door pulls, concealed hinges, magnetic catches and felt silencers, drawer glides and stops as required. 6.12 Millwork contractor shall submit small format shop drawings in electronic form . Large format sheets to be submitted in triplicate hard copy. For approval by the designer prior to fabrication. 6.13 Millwork contractor shall submit all paint, wood and special finish samples in triplicate for approval by klawiter and associates prior to fabrication. 5.1 The general contractor shall provide all heating, ventilation and air conditioning work as called for and specified by the contract engineering documents and drawings. 5.2 The contractor shall be responsible for field supervision of all hvac work during installation and shall inspect all systems for proper operation at completion of the job. 5.3 Shop drawings of ductwork and registers, including access panels if required, shall be submitted to klawiter and associates and the engineer for approval prior to proceeding with fabrication and/or installation or relocation. 5.4 HVAC contractor to refer to reflected ceiling and furniture drawings for occupancy figures and heat producing equipment. I5.5 Installation shall be coordinated with all trades as required for proper assembly. Ceiling diffusers to be relocated to maintain new fixture patterns if required. 5.6 Interior spaces shall be mechanically ventilated in accordance with the administrative code. Plans showing the mechanical ventilation system will be filed in accordance with the rules of the department of buildings. 5.7 The electrical contractor shall provide all power and control wiring required for the hvac system. 5.8 The contractor shall submit cutsheets in triplicate of all fixtures, fittings and accessories to klawiter and associates for approval. 5.9 The contractor shall coordinate his plumbing work with manufacturer's specs. 5.10 All riser shutdowns shall be supervised as directed by building management. No water risers shall be shut down during building office hours. 5.11 Sleeves are to be provided for each pipe passing through walls, partitions, floors and slabs. All penetrations of rated assemblies shall be fire stopped per code. 5.12 The plumbing contractor shall provide all necessary information for cutouts to be performed in millwork by cabinet contractor. 7.1 Painting: no painting or interior finishing shall be done under conditions that jeopardize the quality of appearance of such work or of any adjacent surface. Final installation shall match control samples. 7.2 All surfaces shall be prepared to receive the specified finish. Paint-grade woodwork shall be sanded flat and tacked clean. All knot holes, pitch pockets or sappy portions shall be scraped and shellacked or sealed with knot sealer. Nail holes, cracks or defects should be carefully puttied; first coat with putty matching the color of the stain or paint finish. Remove oil or grease with mineral spirits. 7.3 Interior paint-grade woodwork finishes shall be sanded between coats. Cracks, holes or imperfections in existing plaster or wallboard shall be filled with patching plaster and smoothed off to match adjoining surfaces. Stained and painted surfaces shall be finished such that joints are not visible when viewed from any reasonable angle. 7.4 Interior gypsum wallboard surfaces shall be wiped with a damp cloth just prior to application of the first coat in order to lay flat any nap that may have formed in the sanding process. 7.5 Do not apply scheduled base to millwork. 7.6 All walls and ceilings shall be properly prepared, spackled, sanded, etc., to provide a smooth finish and surface. Remove existing wallcoverings as required to prepare walls. 7.7 Contractor shall prepare subfloor and leave in broom-clean condition to receive new finishes. Floor shall be level and free of dips, bumps and joints that would show through finished installation. 7.8 All wall and column surfaces shall be sanded, finished and painted as specified. 7.9 Peripheral enclosures, wood shelving and painted doors shall have semi-gloss finish. All bucks, window enclosures, trim and wood shelving shall be painted the same color as the walls in which they occur, unless otherwise noted, and shall be in semi-gloss finish excluding exterior curtain walls. 7.10 All hardware and device covers shall be removed prior to painting and shall be reinstalled after completion of work. 7.11Paint all exposed surfaces unless otherwise noted. 7.12 All vertical surfaces to be painted eggshell sheen unless otherwise noted by designer. See legend for exact colors. 7.13 Strip bare prime and paint ceiling access panels where occur to match adjacent ceiling finish. 7.14 All paint finish of metal parts of doors, perimeter enclosures, etc., shall be semi-gloss unless noted otherwise. 7.15 All field-painted finishes of existing metal parts of doors and frames shall be semi-gloss finish by spray application. No brushing or rollering. 7.16 All doors, when painted, to be same color both sides unless noted otherwise. 3.1 Suspended ceiling grid shall be installed level and true. 3.2 Perimeter ceiling angle, where occurs, shall be installed tight to vertical surfaces and free from curves, breaks or other irregularities. 3.3 Electrical contractor shall furnish and install all fixtures, associated trim and fixture lamps as specified. 3.4 Sprinkler heads, light fixtures, exit signs, strobes and other ceiling elements shall be located in center of individual ceiling tile unless otherwise noted. Strobe housing to be white in color only, u.N.O. 3.5 Provide ceiling access as required for equipment and system maintenance. Verify manuf's recommendations. 3.6 All switches and dimmers shall be located per installation detail. Multiple switches at one location shall be ganged together and finished with one coverplate unless otherwise noted. 3.7 The reflected ceiling plan indicates the location of ceiling types, ceiling fixtures, switch locations and associated items. Refer to engineering drawings for circuiting, wiring layout and additional information. 3.8 In the event of discrepancies between KAI's reflected ceiling plan and the engineer's lighting plan, notify KAI for clarification. 3.9 All specific information concerning installation of above-ceiling elements is to be found in the hvac, plumbing, fire protection, electrical and lighting drawings. 3.10 All damaged ceiling tiles. All new tiles required for areas of construction to match existing. Broken or chipped tiles are not acceptable. 3.11 Contractor to notify KAI of any conflicts of light fixture locations with other systems/devices prior to framing for lights. 3.12 General contractor to submit layouts of grill, sprinkler, thermostat and other fixtures and elements to KAI for approval prior to installation. 3.13 Furnish and install underwriters laboratories, inc., (ul) labeled devices throughout. 3.14Install light fixtures with protective wrap cover over diffuser or baffle to avoid fixture soiling and damage. Fixtures shall be maintained clean and as new. Lamps shall be new at project completion. Wrap to be removed just prior to punch walk. 3.15 Any discrepancies between KAI's ceiling grid layout and actual field conditions are to be clarified with KAI prior to installation. 3.16 Where ceilings are fire rated, all recessed fixtures and devices shall be installed per code. 3.17 Fascias or any break in the ceiling plane created by the installation and/or alteration of heating, ventilating, air conditioning or mechanical ducts, piping or other equipment shall be formed of gypsum wallboard. All conditions to be approved by KAI. 3.18 Ceilings in closets shall be of the same height and construction as that of adjoining spaces except as otherwise noted. 3.19 The general contractor shall coordinate with tenant's communications contractor prior to completion of ceiling work. 3.20 The final ceiling installation shall be free of all visual defects. 3.21 All trades to inspect existing site conditions prior to submitting bids. Contractor to notify KAI of any conflicts with the work 3.22 Switching/occupany sensors and lighting are shown for location only. All lighting shall conform to title 24 requirements 3.23 All fire/life/safety equipment and sprinkler heads shall be centered within 2x2 acoustic ceiling tile 3.24 All exit lighting to be connected to building's emergency electrical circuit system or battery packs as required by code 3.25 Due to unforeseen obstructions in the ceiling, lighting layout may be altered in the field. Verify with KAI for revised locations 3.26 General contractor to provide air return openings and grills 3.27 General contractor shall not locate return air diffusers directly adjacent to light fixtures 3.28 Group all old/new tiles in rooms together to complete the room. 3.29 Do not install conduit or ductwork directly above return air diffusers which are open to the return air plenum 2.1 The contractor shall obtain KAI's approval after partition layout chalklines have been snapped. 2.2 All gypsum board partitions shall be taped and sanded to level 4 as defined by the gypsum association (ga) and painting and decorating contractors of america (pdca), unless otherwise noted. The contractor shall patch and repair surfaces to match adjacent or adjoining surfaces. These surfaces shall be aligned and sanded smooth. 2.3 All partitions are dimensioned finish face of gypsum board to finish face of gypsum board unless otherwise noted. 2.4 Dimensions to edge of door locating door openings are to inside face of jamb unless otherwise noted. 2.5 Undercut building standard interior doors, as required, to clear finished floor by 14". All rated doors shall be ordered so as to clear the finished floor by 14" unless otherwise noted. 2.4 Dimensions are not adjustable without approval of KAI. 2.5 All dimensions to exterior window wall are to inside face of mullion unless otherwise noted. 2.6 All heights are dimensioned above finished floor unless otherwise noted. 2.7 Contractor shall provide sufficient framing for all openings for duct work and return air grille openings above and below hung ceilings. These are to coordinate with the hvac engineer's and mechanical contractor's shop drawings. All openings shall be properly sealed for fire rating, soundproofing and vibration control. 2.8 General contractor is to provide metal corner beads at all outside corners at drywall partitions and soffits with a finish free of distortions. 2.9 When patching drywall partitions where existing surfaces do not align in the same plane, patch out entire surface as required for an even, flush surface on the entire wall. 2.10 For slab-to-slab partitions, all joints occurring above the ceiling line on both sides of partition shall be taped and mudded with at least one coat of compound (typical). 2.11 All work shall be erected and installed plumb, level, square and true and in proper alignment. 2.12 Dimensions noted "clear" or "clr" are minimum required dimensions. Clearance must be accurately maintained. 2.13 Finish existing columns and other base building surfaces as required to match adjacent or abutting surfaces unless otherwise noted. 2.14 All glass shall be clear, tempered glass unless otherwise noted. Glazing tong marks shall not be visible. Clean and polish all glass prior to project delivery. 2.15 Ceiling height partitions shall be installed tight to finished ceiling with no rough cut gyp edges visible. 2.16 Contractor to abide by all "building tenant improvement" rules and regulations. 2.17 Work shall occur during normal business hours unless noisy, dusty or disruptive. This work to be scheduled with building management prior to or after normal business hours 7.17 Upon completion, the contractor shall remove all paint from where it has over-sprayed or splattered on exposed adjacent surfaces. 7.18 All colors are to be as selected by the designer. 7.19 Contractor shall provide a minimum of two 8" x 10" brushouts of each color and finish for approval at least two weeks prior to site application. A wall test may be required one week prior to final approval. Designer reserves the right to adjust any color once the wall test has been made. 7.20 Contractor shall be responsible for allowing for delivery lead times for all fabrics and other custom finishes within the construction schedule. All delivery times must be confirmed and any excessive length must be communicated to the designer in a timely manner. 7.21 Contractor shall install wallcovering where designated. Wallcoverings shall be smooth with no wrinkles, bubbles or loose edges. All paste and brush marks shall be thoroughly removed. Wallcovering adjoining wood or metal trim shall be cut straight and square. Workmanship that is not judged to be first quality by klawiter and associates will not be accepted. 7.22 Unless otherwise noted, all partitions, columns and millwork to receive 2-12" straight base at carpet and 2-12" cove base at hard surfaces U.N.O. 7.23 Carpet to be installed in accordance with the "carpet and rug institute installation manual" and per manufacturer's installation instructions. 7.24 Contractor shall coordinate undercutting of doors with thickness of floor finish. Doors shall clear finish by ¼" maximum. 7.25 All finishes shall be applied in accordance with the manufacturer's specification for the particular surface. 7.26 Dimensional stone or ceramic tile areas of installation shall be leveled to a true tolerance in plane of 14" in 10' in accordance with ansi a 108 requirements. The use of self leveling concrete under the mortar bed is acceptable. Contractor to contact kai if leveling is not feasible. 4.1 The power and voice / data plans indicate the location of electrical, telephone and communication outlets. Refer to electrical engineering drawings for circuiting and additional information. 4.2 The power and voice / data plan shall govern all physical locations. The electrical engineer's power plan shall govern the wiring layout and installations in compliance with all laws applicable and enforced by governing authorities. 4.3 General contractor to coordinate between KAI and mep drawings during bid process and inform KAI of any variations in said drawings at that time. 4.4 Contractor shall perform all electrical work in accordance with any and all governing local codes. 4.5 General contractor shall recircuit and rewire existing panel(s) as required in electric closet to accommodate KAI's electric power and lighting design. 4.6 Panel circuit breakers shall be neatly tagged and numbered by general contractor to correspond with circuiting outlined on engineering drawings. 4.7 All wall-mounted data and voice receptacles to have 1" conduit stub-up, pull wires and terminate 6" above accessible ceiling unless otherwise noted. 4.8 All floor-cored telephone and electrical outlets are dimensioned from the center line of the outlet, or outlet pair, to the finish face of dimensioned surface. 4.9 Core pairs 24" on center. Indicated dimensions are to the center of the coverplate of the monument. Clusters of outlets are dimensioned to the center of the cluster unless otherwise noted. Gang coverplates shall be one-piece type unless otherwise noted. 4.10 General contractor to provide and install coverplates for all wall- and floor-mounted electrical outlets unless otherwise noted. 4.11 all existing and new floor slab penetrations for piping and conduit shall be fully packed and sealed in accordance with the applicable building and fire codes. 4.12 The electrical contractor shall make final connections for floor or wall outlets feeding furniture system power panels. 4.13 Furnish and install gfi outlets and other devices as noted on plans or where required. 4.14 Verification of layout to be provided by the designer prior to commencement of coring or outlet installation. 4.15 All voice / data and electrical outlets shall be installed as shown on plan. If no dimensions are noted, the contractor shall scale locations off drawings and install accordingly. 4.16 Install wall-mounted outlets per installation detail 12/a-9 unless otherwise noted. 4.17 Outlets shown back-to-back on partition walls shall be offset. Where installed within same stud cavity, install lowry's pads at back and side of junction box. 4.18 General contractor shall coordinate any electrical work or lighting installation into cabinet work as required. 4.19 Where outlets and/or junction boxes are located behind cabinets, the contractor shall provide for access to these boxes if design appearance, structure or function of cabinet is not impaired. Wherever a questionable condition arises, KAI shall be notified prior to commencement of work. 4.20 Voice/data outlet covers to match electrical. 4.21 All outlets in walls with special applied finishes (wood paneling, cork, etc.) shall have the face of the rough-in box set flush with the face of the applied finish. 4.22 Coordinate floor cores with structural beams and mechanical systems below. Survey field conditions and verify that work is feasible as shown. Verify location of floor outlets and other outlets in relation to structural and other elements as required. Notify KAI in writing of discrepancies. 4.23 Verify selection and choice of outlets, devices, switches and coverplates with KAI prior to ordering materials. 4.24 All recessed lighting fixtures shall be set flush with acoustic tile ceiling. General contractor to install per manuf.'s recommendations. 4.25 Grouping of outlets shall be centered to dimension shown, typical 6.0 MILLWORK NOTES 4.0 POWER, VOICE & DATA 1.0 DEMOLITION NOTES 7.0 FINISH NOTES 5.0 MECHANICAL NOTES 3.0 REFLECTED CEILING NOTES 2.0 PARTITION NOTES 1.Hilti, inc., tulsa, oklahoma 800-879-8000 2.Only tested firestop systems shall be used in specific locations as follows: 2.1.Penetrations for the passage of duct, 2.2.Cable, 2.3.Cable tray, 2.4.Conduit, 2.5.Piping, 2.6.Electrical busways and raceways 2.7.Through fire-rated vertical barriers (walls and partitions), 2.8.Horizontal barriers (floor/ceiling assemblies) 2.9.Vertical service shaft walls and partitions. 2.10.Safing slot gaps between edge of floor slabs and curtain walls. 2.11.Openings between structurally separate sections of wall or floors. 2.12.Gaps between the top of walls and ceilings or roof assemblies. 2.13.Expansion joints in walls and floors. 2.14.Openings and penetrations in fire-rated partitions or walls containing fire doors. 2.15.Openings around structural members which penetrate floors or walls. 3.Test requirements: astm e-814-02, "standard method of fire tests of through penetration fire stops" underwriters laboratories (ul) of northbrook, il runs astm e-814 under their designation of ul 1479 and publishes the results in their "fire resistance directory" that is updated annually. 4.Ul fire resistance directory: 4.1.Firestop devices (xhji) 4.2.Fire resistance ratings (bxuv) 4.3.Through-penetration firestop systems (xhez) 4.4.Fill, voids, or cavity material (xhhw) 4.5.Formining materials (xhku) 4.6.Alternate "omega point laboratories directory" (updated annually). 5.Test requirements: ul 2079, "tests for fire resistance of building joint systems" (August 2015.) 6.Test requirements: astm e 1966-01, "standard test method for fire resistive joint systems" 7.Inspection requirements: astm e 2174 - 01, "standard practice for on-site inspection of installed fire stops." 8.International firestop council guidelines for evaluating firestop systems engineering judgments 9.Astm e-84-01, standard test method for surface burning characteristics of building materials. 10.All major building codes: , cbc, and ibc. 11.Nfpa 101 - life safety code 12.Nfpa 70 - national electric code 13.Firestopping materials are either "cast-in-place" (integral with concrete placement) or "post installed." provide cast-in-place firestop devices prior to concrete placement. 14.Use only firestop products that have been ul 1479, astm e-814, or ul 2079 tested for specific fire-rated construction conditions conforming to construction assembly type, penetrating item type, annular space requirements, and fire-rating involved for each separate instance. 15.Cast-in place firestop devices for use with non-combustible and combustible plastic pipe (closed and open piping systems) penetrating concrete floors, the following products are acceptable: 15.1.Hilti cp 680 cast-in place firestop device add aerator adaptor when used in conjunction with aerator ("solvent") system. 15.2.Hilti cp 681 tub box kit for use with tub installations.Sealants, caulking materials, or foams for use with non-combustible items including steel pipe, copper pipe, rigid steel conduit and electrical metallic tubing (emt), the following products are acceptable: 15.3.Hilti fs-one intumescent firestop sealant 15.4.Hilti cp 604 self-leveling firestop sealant 15.5.Hilti cp 620 fire foam 15.6.Hilti cp 606 flexible firestop sealant 15.7.Hilti cp 601s elastomeric firestop sealant 16.Sealants or caulking materials for use with sheet metal ducts, the following products are acceptable: 16.1.Hilti cp 601s elastomeric firestop sealant 16.2.Hilti cp 606 flexible firestop sealant 16.3.Hilti fs-one intumescent firestop sealant 17.Sealants, caulking or spray materials for use with fire-rated construction joints and other gaps, the following products are acceptable: 17.1.Hilti cp 672 speed spray 17.2.Hilti cp 601s elastomeric firestop sealant 17.3.Hilti cp 606 flexible firestop sealant 17.4.Hilti cp 604 self-leveling firestop sealant 18.Pre-formed mineral wool designed to fit flutes of metal profile deck and gap between top of wall and metal profile deck; as a backer for spray material. 18.1.Hilti cp 677 speed plugs 18.2.Hilti cp 767 speed strips 19.Intumescent sealants, caulking materials for use with combustible items (penetrants consumed by high heat and flame) including insulated metal pipe, pvc jacketed, flexible cable or cable bundles and plastic pipe, the following products are acceptable: 19.1.Hilti fs-one intumescent firestop sealant 20.Foams, intumescent sealants, caulking or putty materials for use with flexible cable or cable bundles, the following products are acceptable: 20.1.Hilti fs-one intumescent firestop sealant 20.2.Hilti cp 618 firestop putty stick 20.3.Hilti cp 620 fire foam 20.4.Hilti cp 601s elastomeric firestop sealant 20.5.Hilti cp 606 flexible firestop sealant 21.Non curing, re-penetrable intumescent sealants, caulking or putty materials for use with flexible cable or cable bundles, the following products are acceptable: 21.1.Hilti cp 618 firestop putty stick 22.Wall opening protective materials for use with u.L. Listed metallic and specified nonmetallic outlet boxes, the following products are acceptable: 22.1.Hilti cp 617 firestop putty pad 23.Firestop collar or wrap devices attached to assembly around combustible plastic pipe (closed and open piping systems), the following products are acceptable: 23.1.Hilti cp 642 firestop collar 23.2.Hilti cp 643 firestop collar 23.3.Hilti cp 645 wrap strips 24.Materials used for complex penetrations made to accommodate cable trays, multiple steel and copper pipes, electrical busways in raceways, the following products are acceptable: 24.1.Hilti cp 637 trowelable firestop compound 24.2.Hilti fs 657 fire block 24.3.Hilti cp 620 fire foam 25.Non curing, re-penetrable materials used for large size/complex penetrations made to accommodate cable trays, multiple steel and copper pipes, electrical busways in raceways, the following products are acceptable: 25.1.Hilti fs 657 fire block 26.Sealants or caulking materials used for openings between structurally separate sections of wall and floors, the following products are acceptable: 26.1.Hilti cp 672 speed spray 26.2.Hilti cp 601s elastomeric firestop sealant 26.3.Hilti cp 606 flexible firestop sealant 26.4.Hilti cp 604 self-leveling firestop sealant 7.84 FIRESTOPPING Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C A0 GENERAL NOTES Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A0 General Notes.dwg 1/8"=1'-0" U.O.N DF EQUIPMENT ROOM DF EQUIPMENT ROOM 1 2 2 2 2 3 3 4 4 5 6 7 7 8 8 8 8 8 8 9 11 9 11 10 10 5 8 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C A01DEMOLITION PLAN EXISTING PARTITIONS TO BE DEMOLISHED EXISTING PARTITIONS TO REMAIN EXISTING MILLWORK TO BE DEMOLISHED EXISTING DOOR TO BE DEMOLISHED DEMO EXISTING PARTITIONS AS SHOWN ON PLAN. PATCH/REPAIR AREAS AFFECTED BY DEMO AND PREPARE TO RECEIVE NEW FINISH. DEMO EXISTING STORE FRONT GLASS PARTITIONS AND DOORS. PATCH & REPAIR AREAS AFFECTED BY DEMO. PROVIDE PROTECTION FOR EXISTING MALL CEILING AND FLOORING. G.C. TO CONFIRM IF EXISTING FURRING AROUND COLUMNS CAN BE REMOVED. REMOVE EXISTING DOORS, EXISTING FRAME TO REMAIN. REWORK AS NEEDED FOR NEW DOORS. DEMO EXISTING RESTROOM AS NOTED ON PLAN. REMOVE EXISTING PLUMBING LINES BACK TO SOURCE. DEMO EXISTING PLUMBING FIXTURES. EXISTING PLUMBING LINES TO REMAIN FOR NEW RESTROOM. DEMO EXISTING HIGH-DENSITY STORAGE, INCLUDING RAILS AND SUPPORTS. DEMO EXISTING BUILT-IN MILLWORK. DEMO EXISTING CEILING AND LIGHT FIXTURES THROUGHOUT INSIDE THE STORES. EXISTING ELECTRICAL PANELS TO BE REMOVED. REMOVE EXISTING TRANSFORMER AND SALVAGE FOR RELOCATION. SEE ELECTRICAL PLANS FOR MORE INFORMATION. DEMO EXISTING FLOORING AND BASE THROUGHOUT. PATCH/REPAIR AS NEEDED AND PREPARE TO RECEIVE NEW FINISH. SEE ELECTRICAL, MECHANICAL AND PLUMBING PLANS FOR ANY ADDITIONAL DEMOLITION WORK. PARTITIONS DEMOLITION NOTES DEMOLITION KEY NOTES 1 CALIFORNIA GREEN BUILDING CODE MANDATORY REQUIREMENTS 1.Refer to sheet 0G-1 for checklists and tables for environmental quality requirements. 2.Gc to document construction waste diversion of minimum of 65 %. 3.Refer to detail 2 sheet d-1 for sound transmission requirements for new demising partitions. 1SCALE 1/8" = 1'-0" DEMOLITION PLAN Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A0-1 Demolition Plan.dwg SCALE 1/4"=1'-0" U.O.N 1.REFER TO 'ML" AND 'A-0' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2 3 4 5 6 7 8 9 10 11 12 M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE LOBBY 225 PANERAI 228 PIAGET 227 MERCIERBAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREALOGO 235 LOBBY 200 MSK 237 AREADISPLAY 201 DISPLAYSTOREFRONT 234 DISPLAYSTOREFRONT 202 AREADISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTOAVAIL 206 V.I.P. 207 ELECTRICAL 208 AREAOFFICE 209 AREABREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSEBACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUERTAG 204 SEIKOGRAND 205 STORAGE BOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTREJAEGER 224 CHANEL 223 CLOSET 238 FEC FEC P 4 4 4 4 4 4 4 4 4 4 A6-24 3 A6-2 10 7 8 9 3'-1"1'-6"10'-0"4"9'-6"4"9'-6"4"9'-0" AL I G N ALIGN 11 ' - 2 " 15 ' - 5 " ALIGN AL I G N 18 " TY P . 47'-6" 5'-0" 4'-5" 5' - 0 " 46'-6" 4' - 3 " ±12'-5" 4' - 3 " 6' - 0 " 14'-9"1'-10"15'-4"15'-1"1'-1" 5' - 0 " 2' - 9 " 13 ' - 0 " 2'- 9 " 5' - 0 " 10'-2" 3' - 1 " R7" R 7 " R 7 " R1'-4" R 1 ' - 4 " 11 " 5'-3"7'-0"1'-8"2'-0"5'-5"1'-7"1'-7"2'-0" 15'-5"17'-1" 4' - 3 " 6' - 0 " 1' - 8 " 2' - 9 " 2'-7" 2'-7" 2'-8" 1'-8" 9' - 2 " 15 ' - 1 1 " 14'-7"7'-10" 14 ' - 1 0 " 6'-1" 5' - 0 " 9' - 0 " 2'- 1 0 " 1' - 6 " 12 ' - 0 " 26 ' - 8 " 18 ' - 8 " 24'-3"10'-0"4"8'-0" 11 ' - 0 " 7' - 0 " 6' - 9 " 2' - 1 " 5' - 1 0 " 2'- 1 " 5' - 1 0 " 7' - 4 " 1'- 8 " 18 " M I N . R 7 "R7" R7 " R7" R 3 ' - 5 " R3'-5 " 8" 8" 200Mm 20 6 E u 207D u 208C c 238D u 211D1 c 212C h 214C h 21 6 G u 215E u 21 7 C u 21 8 C u 236 A v 3'-3" 5'-5" A 8 10 9 17'-9" 1'- 0 " MI N . 23 ' - 1 1 " 8' - 0 " 10 ' - 2 " 6'-3" 18 " TY P . 1'-0" MIN. 5 5 20 9 C u 1 4 1' - 0 " 8" 1 1 1 2 1 4" 1 1 1 1 1 1 1' - 8 " 1' - 8 " 1 4 3 6 1 1 202AK k 202BK k 202C K k 234AK k 234B K k 5 R7"R 7 " 5 5 5 5 1' - 5 " 5 4 6 ALIGN 8" 1'- 9 " 1'-2"1'-2" 1'-2"1'-2" 225Nm 213C d 21 9 A H s 219B H s 2 A6-1 1 A6-1 1 A6-2 3 A6-1 2 A6-2 A6-3 2 4 1 3 5 A6-3 9 A6-3 8 A6-3 7 A6-3 6 A6-3 1 22 4 5 5 5 5 5 5 5 5 6 6 6'-3" 4 238C u 4 5 87 TYP. 8 8 8 10 9 7 9 9 9 9 9 8 9 9 9 9 9 9 10 9 2'-4" R7" 17 ' - 7 " 11 11 11 11 11 11 11 23 ' - 6 " 39'-0" PLUMBING FIXTURES NAME MFG SPECIFICATION PROVIDE AND INSTALL NUMBERED ITEMS 1, 2,3,4,5,6 UNDERMOUNT SINK JUST / GE GROUP SINGLE COMPARTMENT SINK: US-ADA-1824-A - 18 GA REAR DRAIN 22X16 ID 5" DEEP FAUCET GROHE CONCETTO DUAL SPRAY PULL DOWN 32 665, CHROME WITH STEEL BRAIDED SUPLY HOSES. CALGREEN AND LOS ANGELES MAX FLOW RATE1.8 gpm LEED USE GREEN/ YELLOW AERATOR TO ACHIEVE 1.5GPM, COMPLIES WITH AB 1953, COORDINATE NUMBER OF HOLES IN SINK TO AVOID COVER PLATE. GARBAGE DISPOSAL INSINKERATOR GARBAGE DISPOSAL: EVOLUTION SERIES 34 HP OR EQUAL DRINKING WATER FILTER AQUAPURE AP-DWS1000LF NSF LISTED COLA OK PER APPROVED LISTING AGENCIES 6-12-2014. WITH APPROVED DOUBLE CHECK VALVE ON THE SUPPLY SIDE FOR EACH UNIT. FAUCET ISPRING EUROPEAN DESIGNER DRINKING WATER FAUCET CHROME, OIL RUBBED BLACK,BRUSHED NICKEL Calculate 2.64 gallons per user per month on 1 shift. Includes drinking water water, ice cubes and coffee. INSTANT WATER HEATER EEMAX AM004277T @277V, SPEX35 @240V, SPEX 1812T@120V DRAIN & HOT WATER LINE INSULATION TRUE BRO LAV GUARD 2 (800) 340--5969 DO NOT USE PLUMBEREX BAGS LEAK DETECTOR FLOOD STOP FS34NP POWERED THROUGH GARBAGE DISPOSAL OR INSTANT WATER HEATER * A 1 2 3 4 5 6 7 APPLIANCES (PROVIDE AND INSTALL UON) NAME MFG SPECIFICATION FULL SIZE REFRIGERATOR BY CLIENT COFFEE MAKER BY CLIENT MICROWAVE BY CLIENT * 8 9 10 PARTITION PLAN Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C A1 INSTALL 4X8, ¾" THICK, FIRE TREATED PLYWOOD BACKBOARD FOR CLIENT'S PHONE AND DATA SYSTEMS. PAINT TWO COATS TO MATCH ADJACENT WALL COLOR. RATING STAMP TO REMAIN EXPOSED. PROVIDE AND INSTALL ¼" COPPER LINE WITH SHUT-OFF-VALVE TO TENANT PROVIDED REFRIGERATOR WITH ICE-MAKER. FOR WALL MOUNTED MONITORS LARGER THAN 65" PROVIDE 2 ROWS OF 16 GAGE 6" WIDE METAL BACKING CENTERED AT 54" AND 68" AFF MIN LENGTH 48" CONNECTING TO MIN 3 STUDS UON. NEW WALL FURRING TO BE LOCATED AS CLOSE AS POSSIBLE TO EXISTING COLUMN. PROVIDE POCKET FOR ROLL-UP SECURITY DOOR GUIDES. SEE A9-5 FOR ROLL-UP DOOR SPECS. EXISTING RATED BACK DOOR AND FRAME TO REMAIN. REPAIR AS NEEDED. PROVIDE NEW ELECTRIFIED DOOR LOCKS. WALL DISPLAY MILLWORK TO BE PROVIDED BY CLIENT. G.C. TO PROVIDE COST FOR MILLWORK INSTALLATION FOR BOTH CH JEWELERS AND TIME VALLEE. SEE ELEVATIONS FOR MORE INFORMATION. STOREFRONT SIGNAGE AND INTERIOR WATCHBAND SIGNAGE AT TIME VALLEE SIDE TO BE PROVIDED BY CLIENT. G.C. TO PROVIDE COST FOR INSTALLATION. G.C. TO PROVIDE WALL PARTITION PER TYPE AND CONSTRUCTION. CLIENT'S MILLWORKER TO PROVIDE FINISHED PANELING AND FINISH DETAIL. G.C TO PROVIDE COST FOR INSTALLATION OF FINISH PANELS. EXISTING PARTITION TO REMAIN. G.C. TO PROVIDE COST FOR INSTALLATION OF FINISHED PANELS PROVIDED BY CLIENT'S MILLWORKER. MILLWORK FABRICATOR TO PROVIDE 1" REVEAL AROUND BUILT-IN CASEWORK. PARTITION KEY NOTES PARTITION NOTES FIRE EXTINGUISHER CABINET USE BUILDING STD SPEC AND MOUNTING HEIGHT. OTHERWISE USE LARSEN'S ARCHITECTURAL SERIES, TOP OF R.O. 58" AFF PAINTED STEEL PAINT TO MATCH PARTITION VERTICAL DUO RECESSED 2409-R1, R.O. 1012" W X 5 1/4"D X 25" H watch the required depth SEMI-RECESSED 2409-R3 , R.O. 1012" W X 3" D X 25" H works on any NON RATED partition WITH 2A-10BC FIRE EXTINGUISHER WITH SFM TAG. VERIFY LOCATION AND COUNTS WITH FIRE INSPECTOR PRIOR TO CLOSING WALLS EQUIPMENT FEC 1 2 3 1SCALE 1/4" = 1'-0" PARTITION PLAN Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A1 Partition Plan.dwg SCALE 1/4"=1'-0" U.O.N SIGNAGE REFER TO SHEET 0E-1 EGRESS AND SIGNAGE PLAN FOR SIGNAGE SPECIFICATIONS AND LOCATIONS EXISTING PARTITIONS TO BE DEMOLISHED EXISTING PARTITIONS TO REMAIN CEILING HEIGHT PARTITION, SEE DETAIL SLAB TO SLAB NON RATED PARTITION, SEE DETAIL 6" ABOVE CEILING PARTITION, SEE DETAIL CEILING HEIGHT WALL FURRING, SEE DETAIL GLASS PARTITION, SEE ELEVATIONS FURR OUT OR INCREASE SIZE OF STUDS TO ALLOW PLUMBING PARTITIONS 1 1 A9-1 2 A9-1 4 A9-1 9 A9-1 2 4 6 P A 1 COLUMN LINE DESIGNATION WORK POINT/DATUM POINT DETAIL NUMBER SHEET SHEET ELEVATION NUMBER ROOM NAME REVISION DELTA SECTION DESIGNATION SHEET DOOR NUMBER HARDWARE PER SCHEDULE DOOR TYPE PER SCHEDULE D h000 -- SYMBOLS 00 OFFICE ROOM NUMBER SQUARE FOOTAGE - A9-11 A9-1 A6-1 01 1.REFER TO 'ML" AND 'A-0' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2.ALL TRADES TO INSPECT EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR TO NOTIFY DESIGNER OF ANY CONFLICTS WITH THE WORK. 3.REPAIR AND PATCH ALL SURFACES WHERE WALLS HAVE BEEN REMOVED OR SCARRED FROM DEMOLITION. 4.REPAIR AND SKIM COAT ALL EXISTING PARTITIONS TO RECEIVE NEW FINISHES. 5.CONTRACTOR TO PREPARE ALL FLOORING SURFACES TO RECEIVE NEW FINISHES. FLASH PATCH AS REQUIRED FOR SMOOTH FINISH. PATCH ALL HOLES IN THE SLAB TO MATCH EXISTING CONDITION. 6.GENERAL CONTRACTOR TO PROVIDE AND INSTALL 6" H. 20 GA. GALVANIZED SHEET METAL CONTINUOUS WALL BACKING PLATE FOR ALL MILLWORK. 7.CONTRACTOR TO REVIEW PARTITION TYPES AGAINST MECHANICAL DRAWINGS TO COORDINATE AREAS OF PLENUM AND NON-PLENUM CEILINGS. 8.CONTRACTOR SHALL FURR OUT AND OR REMOVE PORTIONS OF EXISTING WALL CONSTRUCTION AS REQUIRED TO INSTALL NEW OUTLETS, SWITCHES, CONDUITS, PIPING, THERMOSTATS, ETC. AND REFINISH AS REQUIRED TO RECEIVE NEW FINISH. 9.MODIFY THE FIRE LIFE SAFETY & SPRINKLER SYSTEMS AS NEEDED TO ACCOMMODATE CURRENT CONSTRUCTION AND REVISED PARTITION CONFIGURATIONS.. 10.USE USG MOLD TOUGH SHEETROCK WHERE PARTITIONS ARE SUBJECT TO MOISTURE OR WATER. 7'-0" 3 A9-1 3 5 A9-11 HOUR RATED PARTITION OR TUNNEL, GC TO VERIFY EXISTING SEE DETAILS 4 5 6 7 8 9 10 B BB 11 B B B B B B B B B B B B B B B B 3'-0" TYPE 'B' 'C' 3'-0" TYPE 'E', 'F' 3'-0" TYPE 'D' 10 " 6'-0" 10 ' - 1 1 " TYPE 'M' 2" 10 " 6'-0" 12 ' - 0 " TYPE 'N'TYPE 'K' 10 ' - 1 1 " 5'-0" 7' - 0 " 10 ' - 0 " 8' - 0 " TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 10 ' - 1 0 " 3'- 0 " TYPE 'H' 7'-0" 3'-0" TYPE 'G' 7' - 0 " DOOR SCHEDULE 3'-0" TYPE 'D1' 8' - 0 " 3'-0" 8' - 0 " TYPE 'A' 2'-0" Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C A1-1SC SCHEDULES Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A1-1SC Schedules.dwg CH JEWELERS FINISH SCHEDULE NO MATERIAL MFG.MFG. NO COLOR REMARKS REMARKS CONTACT WALL FINISHES P-1 PAINT SHERWIN WILLIAMS 7004 GENERAL OFFICE WHITE-SNOW BOUND ALL SURFACES UON; LOW SHEEN @WALLS FLAT FINISH @CEILING SHEEN FOR ALL SURFACES; DUNN EDWARDS VELVET; SHERWIN WILLIAMS TRUE FLAT; PPG VELVET MATTE. UON Architectural paints, coatings and primers applied to interior walls and ceilings: Do not exceed the VOC content limits established in Green Seal Standard GS-11, Paints, First Edition, May 20, 1993.LP-2 PAINT DUNN EDWARDS ACCENT WC-1 WALL COVERING TBD TBD PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL WP-1 WALL PANELING AND TRIM PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL NOTE: INSTALL SHEETS HORIZONTAL, VERTICAL SEAMS WP-2 WALL PANELING @VIP PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL CT-1 WALL TILE DALTILE COLOR WHEEL CLASSIC DT 0790 ARCTIC WHITE, MATTE FINISH 4"x12" GROUT: CUSTOM BUILDING PRODUCTS: 381 BRIGHT WHITE CARPET CPT-1 CARPET TBD TBD - 18X36 INSTALL ASHLAR-ALLOW 30.00 UNINSTALLED PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL - CPT-2 CARPET TBD TBD @VIP; @MEETING ROOM PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL BASE B-1 4" RUBBER BASE JOHNSONITE TGI SNOWBOUND AT BOH, BREAK ROOM, OFFICE AREAS USE ROLLED GOODS FOR ALL UON . USE ADHESIVE THAT COMPLIES WITH SCAQMD DISTRICT RULE #1168 TB-1 4" TILE BASE DALTILE COLOR WHEEL LINEAR DT 0790 ARCTIC WHITE, MATTE FINISH 12" BULLNOSE EDGE GROUT: CUSTOM BUILDING PRODUCTS: 381 BRIGHT WHITE WB-1 4" FLUSH METAL BASE TBD TBD TBD PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL WB-2 4" WOOD BASE TBD TBD -PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL FLOORING T-1 MARBLE TILE FLOORING TBD TBD AT DISPLAY AREAS PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL T-2 PORCELAIN TILES SPEC CERAMICS CAESAR - KEY MOOD COTTON AT RESTROOMS 12"x24"; USE CUSTOM BUILDING PRODUCTS GROUT: 333 ALABASTER T-3 PORCELAIN TILES GARDEN STATE TILE GSPVEBBE2 424NR GARDEN STATE PORCELAIN VENEZIANO - BEIGE BASE MATTE AT BREAK ROOM 24"x24" RECTIFIED; USE CUSTOM BUILDING PRODUCTS:172 URBAN PUTTY LVT-1 LUXURY VINYL TILE TBD TBD @BOH TS-1 TRANSITION STRIP VINYL TARKETT-TA NDUS CENTIVA ME003-META L EDGE TROIS 00082-BLACK PEARL USE AT CARPET TO LVT TS-2 TRANSITION STRIP METAL SCHLUTER SCHIENE AE30 ANODIZED ALUMINUM-S ATIN/MAT LAMINATES PL-1 PLASTIC LAMINATE TBD TBD @BOH; LOWER FACES/UPPER FACES SEE ELEVATIONS MEL-1 MELAMINE WHITE CABINET INTERIORS MISCELLANEOUS W-1 WINDOW SHADE ELECTRO SHADE-EURO VEIL 1519 SILVER BIRCH SHADE WIDTH TO ALIGN WITH GLASS PANEL WIDTH,1% OPEN Q-1 QUARTZ PENTAL QUARTZ BQ8918P VIVALIORO POLISHED BREAK ROOM MILLWORK COUNTERTOP & BACKSPLASH 34" THICK POLISHED SLAB * Q-2 QUARTZ PENTAL QUARTZ BQ8690P LISTRA POLISHED RESTROOM MILLWORK COUNTERTOP & BACKSPLASH 34" THICK SLAB WF-1 WINDOW FILM METROPOLITA N WEST MATTED METRO FROST 80% OPACITY AT CONFERENCE ROOM * ΩΩ Ω ΩΩ Ω ΩΩ Ω XX X XX X TIME VALLEE FINISH SCHEDULE NO MATERIAL MFG.MFG. NO COLOR REMARKS REMARKS CONTACT WALL FINISHES P-10 PAINT SHERWIN WILLIAMS TBD RAL 9010 EQUIVALENT CEILING THROUGHOUT SHEEN FOR ALL SURFACES; DUNN EDWARDS VELVET; SHERWIN WILLIAMS TRUE FLAT; PPG VELVET MATTE. UON Architectural paints, coatings and primers applied to interior walls and ceilings: Do not exceed the VOC content limits established in Green Seal Standard GS-11, Paints, First Edition, May 20, 1993.LP-11 PAINT SHERWIN WILLIAMS TBD NCS - S 1505-Y30R EQUIVALENT BOH CEILING & WALLS WC-10 WALL COVERING CASAMANCE 7418 89 82 SHANTUNG VINYL WC-11 WALL COVERING ELITIS VP 928 11 SOIE CHANGEANTE / KOSA SILK www.elitis.com CARPET CPT-10 CARPET VAN BESOUW 2606-040 INSET CARPET LOW VOC DIRECT GLUE INSTALLATION CPT-11 CARPET VAN BESOUW 2606-030 @ ATELIER FLOOR BASE B-10 4" RUBBER BASE JOHNSONITE TGI T.B.D.USE ROLLED GOODS FOR ALL UON, AT BACK OF HOUSE USE ROLLED GOODS FOR ALL UON . USE ADHESIVE THAT COMPLIES WITH SCAQMD DISTRICT RULE #1168 FLOORING T-10 TILE FLOORING SPEC CERAMICS ALLURE COTO D'ESTE - PONAZZETTO SMOOTH THOMAS BRUCE 818.400.5373 tbruce@specceramics.com LVT-10 LUXURY VINYL TILE TBD TBD TS-1 TRANSITION STRIP VINYL TBD TBD TS-2 TRANSITION STRIP METAL FOR DISPLAY AREAS & ALTELIER PROVIDED BY CLIENT'S VENDOR; G.C. TO INSTALL LAMINATES MISCELLANEOUS W-10 WINDOW SHADE ELECTRO SHADE-EURO VEIL 1519 SILVER BIRCH SHADE WIDTH TO ALIGN WITH GLASS PANEL WIDTH,1% OPEN WF-10 SWITCHABLE GLASS FILM ELECTRA TINT SMART PDLC FILM PROVIDE JBOX FOR POWER CONNECTION FOR TRANSFORMER * ΩΩ Ω ΩΩ Ω ΩΩ Ω XX X XX X DOOR SCHEDULE INTERIOR DOOR FRAMES: WESTERN INTEGRATED #304 ANODIZED ALUMINUM, CUSTOM CHAMPAGNE PAINT FINISH WITH CONTINUOUS MUTES, UNO. ALL GASKETING TO MATCH FRAME . STOREFRONT DOORS AND GLAZING: AR450+ SERIES NON-THERMAL CENTER GLAZED STOREFRONT W/ 5 8" THK. CLEAR, TEMPERED GLASS. CUSTOM CHAMPAGNE PAINT FINISH A DOUBLE SOLID CORE DOOR : WOOD VENEER, NON-RATED, 60" X 96" X 1-3 4", IN ALUMINUM FRAME, CLEAR ANODIZED ALUMINUM B SINGLE SOLID CORE DOOR : WOOD VENEER, NON-RATED, 36" X 96" X 1-3 4", IN ALUMINUM FRAME, POWDER COATED FINISH C SINGLE SOLID CORE DOOR : PAINT GRADE, NON-RATED, 36" X 96" X 1-3 4", IN ALUMINUM FRAME, CLEAR ANODIZED ALUMINUM D SINGLE SOLID CORE DOOR : WOOD VENEER, NON-RATED, 36" X 96" X 1-3 4", WITH WOOD JAMB D1 SINGLE SOLID CORE DOOR : WOOD VENEER, NON-RATED, 36" X 96" X 1-3 4", WITH WOOD TRANSOM UP TO 10'-0" AND JAMB E EXISTING: PAINT, DOOR 36" X 84" 90 MINUTE RATED, SMOKE GASKETED. G STORE BACK ENTRY SINGLE: PAINT, BLDG STD 20 MIN RATED ASSEMBLY SMOKE GASKETED 36" X 84" X 1-3 4", WITH HOLLOW METAL FRAME H SLIDING POCKET DOOR PAIR: HOLLOW CORE, PAINT, EZ CONCEPT SLIDE SET CONCEALED FRAME POCKET DOOR FRAME, 84" WIDE X120" 1-3/4" THICK SEE DETAIL 14/A9-2 K STRUCTURAL GLASS PAIR: CR LAURENCE - 60" X 130" X 12", STAINLESS STEEL W/ CUSTOM POWDER COATED FINISH, 2 HEADER MOUNTED STOPS, 90° SINGLE ACTING, WITH HOLD OPEN. SEE DOOR ELEVATIONS FOR HANDLE LOCATIONS AND CR LAURENCE PATCH TYPES. M STOREFRONT PAIR GLASS: ARCADIA MEDIUM MS362 STILES PAIR, WITH FRAMED GLASS TRANSOM, 72"X 102" X 1-3/4" 10" BOTTOM RAILS CONCEALED SILL SWEEPS, CENTERSET, CLEAR TEMPERED GLASS P STOREFRONT PAIR GLASS: ARCADIA NARROW NS212 STILES PAIR, 72"X 144" X 1-3/4" 10" BOTTOM RAILS CONCEALED SILL SWEEPS, CENTERSET, CLEAR TEMPERED GLASS * KAI HARDWARE SPECIFICATIONS ALL HARDWARE TO BE SATIN CHROME FINISH UON. ALL LEVERS TO BE SPARTA UON EXISTING FIRE RATED ASSEMBLIES BEING RETROFITTED WITH NEW HARDWARE MUST BE RECERTIFIED BY THE GC DEVICE MANUFACTURER CLOSER LCN LCN 1460 SMOOTH SLIM LINE COVER,INSTALL ON INTERIOR SIDE OF DOORS. THRESHOLD PEMKO 1665A MILL FINISH ALUMINUM HINGES HAGER BB NRP 1279 BALL BEARING NON REMOVABLE PIN 4-1/2' X 4-1/2" BB 1279 BALL BEARING 4-1/2' X 4-1/2" BB 1279 1279 STANDARD 4-1/2' X 4-1/2" ETW ELECTRONIC TRANSFER 4-1/2' X 4-1/2" DOOR STOP MOCKETT DS3 CLEAR ANODIZED ALUMINUM COAT HOOK MOCKETT CH23 METALLIC SILVER (23) SATIN STAINLESS STEEL (SSS) MANUAL FLUSH BOLTS TRIMCO 3916 EXTENSION FLUSH BOLTS: USE AT BOTH HEAD AND SILL MATCH HARDWARE FINISH STOREFRONT/ STRUCTURAL GLASS CLOSER C.R. LAURENCE HEADER MOUNTED CONCEALED ADA COMPLIANT ELECTROMAGNETIC LOCK C.R. LAURENCE FULLY CONCEALED HEADER MOUNTED ELECTROMAGNETIC LOCK WITH CEILING MOUNTED SENSOR AND BATTERY OPERATED REMOTE CONTROL PANIC HARDWARE SINGLE ADAMS RITE 3300, WITH LEVER ON LOCKING SIDE. END HARDWARE SCHEDULE USE SCHLAGE MORTISE LEVER HARDWARE 36" AFF UON c NON OFFICE LOCKSET LEVER; SCHLAGE MORTISE L-9056 4 HINGES, DOOR STOP. d NON OFFICE LATCHSET LEVER; SCHLAGE MORTISE L-9010, 4 HINGES, DOOR STOP. e EXISTING; LEVER WITH PANIC HARDWARE AT 1 HR CORRIDOR, CLOSER, THRESHOLD, DOOR STOP. h SINGLE OCCUPANT TOILET PRIVACY; SCHLAGE, MORTISE L9456P, WITH OCCUPIED INDICATOR, OUTSIDE UNLOCKED UNLESS OCCUPIED, 4 HINGES, DOOR STOP, COAT HOOK, CLOSER, THRESHOLD STONE, SCHLUTER RENO-U, SEE FINISH SCHEDULE FOR SPECIFICATIONS. . k STRUCTURAL GLASS DOOR PAIR; 2 STRUCTURAL GLASS DOOR PULLS (CUSTOM, PROVIDED BY CLIENT'S DESIGNERS), 2 STRUCTURAL GLASS CLOSERS, 90° SINGLE ACTING, HOLD OPEN SEE DOOR ELEVATION FOR HANDLE PLACEMENT. m STOREFRONT GLASS DOOR PAIR; 2 CUSTOM STOREFRONT GLASS DOOR PULLS PER LEAF (BY CLIENT'S DESIGNERS), 2 STRUCTURAL GLASS CLOSERS,DOUBLE ACTING, HOLD OPEN. SEE DOOR ELEVATION FOR HANDLE PLACEMENT, BOTTOM OF HANDLE AT MIN 10" AFF DOOR STOP. s SLIDING POCKET DOUBLE LEVER LOCK ACCURIDE SL9100 ADA SELF-LATCHING,32" MIN CLEAR OPENING SEE 14/A9-2. FOR CLEARANCES AND STOP. USE MATCHING LEVERS u ELECTRIC LOCK MORTISE LEVER; SCHLAGE L9092 FAIL SECURE ALWAYS OPERABLE IN DIRECTION OF EGRESS, 3 BB HINGES, 1 TRANSFER HINGE, CLOSER, DOOR STOP. v NON OFFICE PAIR DOORS ELECTRIC LOCK MORTISE LEVER; SCHLAGE L9092 FAIL SECURE ALWAYS OPERABLE IN DIRECTION OF EGRESS, 5 BB HINGES, 1 TRANSFER HINGE, 2 CLOSERS, COORDINATOR, AUTOMATIC FLUSH BOLTS, 2 DOOR STOPS . * B B B B B M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE F4 F1 F1 F1 F1 F1F1 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4F4 F4 F4 F4 F4 F6 F3 F3 F3 F3F3 F3 F3 F3 F3 F3 F1 F4 ±11'-5" ±10-11" ±11'-4" ±11'-4" ±11'-5" ±10-11" ±10-11" ±11'-5" ±11'-5" ±10-11" ±12'-5" ±10-11" ±11'-5" ±10'-0" ±9-0" ±9-0" ±10'-0" ±10'-0" ±10-0" ±10'-0" F4 ±9-0" F7 F7 J F3 F3 F3 F3 F3 ±10'-0" B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10B10B10B10 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10 B10 B10 B10 B10 B10 B32 B32 B32 B32 B32 B10 B10 B10 B10 B10 B32 B10 B10 B10 B24 B24 B24B24 B32 B32B32 B32 B32 B32B32 B32 B32 B32 B32 B24 B24 B10 B10 B10 B10 B10 B10 B10 R2R2 R2 R2 R2 R2 B32 B32 R1 R1R1 R1 R2 R1R1 R1 R2 R2 R2 R2 R1 R1 R1 R1 R1 R1 R1R1 R1 R1 R1 G1 G1 G1 G1 R2 R2 J J J J JJ J P1 R1 R1 R1 R1 R1 R1 R1 R1R1 R1 R1 R1 R1 R1 R1 R1 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F2 F2 F2 F2 F2 F2 F2 F1F1F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1F1F1F1 F1F1F1 F1F1F1 F1 F1 F1 F1A F1A F1A F1A F1A F1A F1A F1A F1A F1AF1A F1AF1AF1A F1A F1A F1A F1A F1 F1 F1 F1 F1 F1 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2 F2 F2F2 F2 F2 F2 F2 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2 F2F2F2 F2 F2F2F2 F2F2 F2F2 F2F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 F2F2 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 F2F2 F2F2 F2F2 F2F2F2 F2F2F2F2F2F2F2F2F2F2F2F2 F2F2F2 F2 F2 F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2F2F2F2F2 F2F2 ±11'-0" ±11'-0" ±11'-0" ±11'-5" ±11'-4" ±10'-0" ±11'-5" ±11'-4" ±11'-5" ±11'-4" ±11'-5" ±11'-4" M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE LOBBY 225 PANERAI 228 PIAGET 227 MERCIERBAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREALOGO 235 LOBBY 200 MSK 237 AREADISPLAY 201 DISPLAYSTOREFRONT 234 DISPLAYSTOREFRONT 202 AREADISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTOAVAIL 206 V.I.P. 207 ELECTRICAL 208 AREAOFFICE 209 AREABREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSEBACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUERTAG 204 SEIKOGRAND 205 STORAGEBOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTREJAEGER 224 CHANEL 223 CLOSET 238 1 1 1 1 1 1 1 1 2 2 2 2 2 2 4 4 4 4 4 5 5 6 6 2 2 2 2 2 2 2 5 A9-3 REFLECTED CEILING PLAN SCALE 1/4" = 1'-0"1 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C A2 1.SEE 'ML' AND 'AO' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2.ALL LIGHTING FIXTURES SHOWN ON PLAN ARE NEW UNLESS OTHERWISE NOTED. 3.ALL SPACES WITH MORE THAN ONE 2 LAMP FIXTURE, MORE THAN 100 SF OR GREATER THAN 0.5 W/SF MUST HAVE DIMMING, CONTINUOUS OR STEP DEPENDING ON TYPE OF LAMP CONTROL. STAIRWELLS, CORRIDORS, WAREHOUSE AND LIBRARY STACKS MUST HAVE OCCUPANCY SENSORS TO TURN OFF 50% OF THE LIGHTING WHEN UNOCCUPIED. 4.ALL UNDER-CABINET LIGHTING FIXTURES SHALL BE SWITCHED TOGETHER WITH THE ROOM CEILING FIXTURES. 5.RECESSED DOWNLIGHTS AND WALL WASHERS TO BE CENTERED WITHIN 2X2 ACOUSTIC CEILING TILE UNLESS OTHERWISE NOTED. 6.REFER TO MEP DRAWINGS FOR RELOCATION OR RECONFIGURATION OF EXISTING BUILDING RISERS, DUCTS OR PIPING IN RENOVATED AREAS. 7.GENERAL CONTRACTOR TO VERIFY EXIT SIGN LOCATION AND COUNTS WITH FIRE INSPECTOR. 8.ALL CEILING MOUNTED DEVICES; SENSORS, FIRE LIFE SAFETY ETC. TO BE WHITE. 9.REWORK EXISTING FIRE/LIFE/SAFETY DEVICES AND PROVIDE NEW AS REQUIRED TO COMPLY WITH BUILDING STANDARD, LOCAL CODE AND NEW LAYOUT. THIS WORK SHALL BE FILED UNDER SEPARATE PERMIT. 10.RE-WORK EXISTING SPRINKLER SYSTEM AS REQUIRED. THIS WORK TO BE FILED UNDER SEPARATE PERMIT. PROVIDE CONCEALED HEADS IN AREAS OF GYP. BOARD CONSTRUCTION. 11.REPLACE MISSING OR DAMAGED/STAINED SPRINKLER COVERS THROUGHOUT SUITE. 12.CONFIRM STEM OR CABLE HEIGHTS FOR ALL PENDANT LIGHTING FIXTURES. end REFLECTED CEILING NOTES PROVIDE NEW DRYWALL CEILING AND LIGHT FIXTURES AT AREAS SHOWN ON PLAN. PROVIDE NEW DRYWALL CEILING LIGHT COVE AROUND THE PERIMETER OF THE STORE. NEW SPOT LIGHTS TO BE LOCATED 8" AWAY FROM THE EDGE OF THE DISPLAYS. PROVIDE NEW ACOUSTIC CEILING GRID AND TILES AS SHOWN ON PLAN. PROVIDE NEW DRYWALL SOFFIT FOR SIGNAGE BAND WITH LIGHTING ABOVE STOREFRONT WINDOWS, PROVIDE NEW DRYWALL SOFFIT FOR INTERIOR WATCH SIGNAGE BAND WITH LIGHTING INSIDE TIME VALLEE STORE. REFLECTED CEILING KEY NOTES REFLECTED CEILING PLAN SYMBOLS +00'-00"CEILING HEIGHT FROM FINISH FLOOR J CEILING J-BOX EXHAUST FAN GRID START POINT 'E' DENOTES ITEM TO REMAIN 'RE' DENOTES EXISTING ITEM'S RELOCATED LOCATION 'N' DENOTES A NEW FIXTURE. ALL FIXTURES TO BE ON COMPATIBLE DIMMERS. MATCH EXISTING LAMP APPEARANCE CLASSIFICATION. IF NEW THROUGHOUT ALL LAMPS SHALL HAVE CRI OF MIN 80 + 3500K ( 835) CLASSIFICATION. REFLECTED CEILING PLAN Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A2 Ceiling Plan.dwg SCALE 1/4"=1'-0" U.O.N NEW SUSPENDED ACOUSTICAL CEILING GRID SPEC: ARMSTRONG: SILHOUETTE 2'x2' NEW ACOUSTICAL TILE SPEC: ARMSTRONG: CIRRUS: TEGULAR 589 - 2'x2'x34" REFLECTED CEILING PLAN SYMBOLS The lighting package as outlined in this plan is proprietary and has been approved by the owner/client for the design intent for this project. Prior to final bid submittal, the GC shall verify this lighting package conforms to the proposed project schedule. If there are any schedule conflicts, the GC shall promptly notify the client/designer. Sub-contractor to provide unit pricing per fixture and not by lot; any bids not containing unit pricing will be eliminated. After award of contract, any change orders due to modifications to this lighting package will not be accepted. moreover, the general GC and ,subcontractors, and any other contractor involved in this project shall take note that any costs due to remedial work as a result of, but not limited to, deviation from the lighting package, inferior workmanship or materials, and/or improper scheduling or delinquent ordering, shall be borne by the responsible party. RECESSED LED DOWNLIGHT: CSL LIGHTING: ACROBAT 2" LED DOWNLIGHT SPEC: A2-NC-R-TL-15-S-SHB-_/A2-40-90-R-TL-TL-AL-SA-MP-50-CL SPECIFICATIONNEW SURFACE MOUNTED LED COVE LIGHT FIXTURE: Q-TRAN LIGHTING: Q-CAP STATIC WHITE SPEC: WALA-SW-WSC-DRY-40- 2.0 HE ENC/TL-XX RECESSED 2'x2' LED TROFFERS: FOCAL POINT LIGHTING: EQUATION 2 2X2 SPEC:FEQ2-22-AC-3000L-35K-1C-UNV-LD1-G2-WH F1 F2 F3 F4 F6 F5 LED PENDANT CHANDELIER SPEC: T.B.D. 1 RECESSED LED SPOTLIGHT: CSL LIGHTING: ACROBAT 2" LED DOWNLIGHT SPEC: A2-RM-R-TL-15-S-SHB-_/A2-40-90-R-TL-TL-ST-WT-AL-SA-CL-30-CL F7 2 3 4 5 6 CH JEWELERS B10 B24 B32 R1 R2 G1 SURFACE MOUNTED LED COVE LIGHT FIXTURE: SPEC: LINEA LIGHT RUBBER 3D RECESSED ADJUSTABLE LED DOWNLIGHT: SPEC: LIGHTING ACCENT SINGLE SPOT 105 TCS 10° SURFACE MOUNTED LED COVE LIGHT FIXTURE: SPEC:FORMA LIGHTING - G4721014-9030100011 P1 LED PENDANT CHANDELIER SPEC: LEE BROOM: ECLIPSE LED MULTI-LIGHT PENDANT: 10.5 W, 2700K, 90 CRI, 120V TIME VALLEE RECESSED ADJUSTABLE LED DOWNLIGHT: FLEXA LIGHTING: SPEC: ADAN: PJ-1-1-2-35-E SURFACE MOUNTED LED COVE LIGHT FIXTURE: Q-TRAN LIGHTING: Q-CAP STATIC WHITE SPEC: WALA-SW-WSC-DRY-40- 2.0 HE ENC/TL-XX RECESSED LED DOWNLIGHT: CSL LIGHTING: ACROBAT 2" LED DOWNLIGHT SPEC: A2-NC-R-TL-15-S-SHB-_/A2-40-90-R-TL-TL-AL-SA-MP-50-CLF1A RECESSED ADJUSTABLE LED DOWNLIGHT: SPEC: LIGHTING ACCENT SINGLE SPOT 105 TCS 24° RECESSED ADJUSTABLE LED DOWNLIGHT: SPEC: LIGHTING ACCENT SINGLE SPOT 105 TCS 32° SURFACE MOUNTED LED COVE LIGHT FIXTURE: SPEC: LINEA LIGHT RUBBER 3D OPTIC B B M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE LOBBY 225 PANERAI 228 PIAGET 227 MERCIERBAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREALOGO 235 LOBBY 200 MSK 237 AREADISPLAY 201 DISPLAYSTOREFRONT 234 DISPLAYSTOREFRONT 202 AREADISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTOAVAIL 206 V.I.P. 207 ELECTRICAL 208 AREAOFFICE 209 AREABREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSEBACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUERTAG 204 SEIKOGRAND 205 STORAGEBOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTREJAEGER 224 CHANEL 223 CLOSET 238 INSTAHOT GD SF LD J L L L LLL L F F J J J L L L L +42 SWb +60 SWb J WS J RD J WS J RD J WS J RD CR CR CR J J WS J RD J WS J RD J+60 J RD J LL L L L L J SWb-D J SWb-D L J SWb-D J SWb-D L J SWb SWb SWb SWbSWbSWb SWb +102 SWb SWb SWb SWd SWd SWd SWd SWaSWa SWa SWa +60 +60 GFCI +40 GFCI +40 GFCI CR GFCI+40 GFCI+24 GFCI+40 GFCI+24 J +61 J +34 J +49 J +75 SWd SWc SWc SWc IH J J J AV AV AV J+60 AV AV L LLL J J L L L L L L L L L L L L L L L L L L L L L L LLL L L L L L L L J J J CR J J +24 J J J+59 J J+48 J+48 J+48 J +34 J +34 J +34 3 5 10 9 8 5 5 WHITE PLATE WHITE OUTLET WHITE PLATE GREY OUTLET SC OR DED 15" MIN. NOTES: WHERE OUTLETS ARE SHOWN CLOSE TOGETHER MOUNT WITH MIN. DISTANCES BETWEEN BOXES, TYPICAL. ALL MULTIPLE GROUPS OF SWITCHES, DIMMERS, ETC. SHALL BE ALIGNED HORIZONTALLY, GANGED AND HAVE A COMMON COVERPLATE. ALL ADJACENT COMPONENTS OF ALL TYPES AT SAME HEIGHT SHALL BE GANGED OR INSTALLED SIDE BY SIDE, WITH MIN. DISTANCES BETWEEN BOXES, TYP. DIMMER SWITCHES, STACK ONE ON TOP OF ONE ANOTHER IF NEEDED. THERMOSTAT 3'- 0 " 3' - 4 " w / 3 " SP L A S H U O N 3' - 1 " W I T H O U T OR W I T H F U L L H E I G H T S P L A S H 0'-2" 0'-2"0'-2" 12"0'-4" . POWER AND DATA PLAN Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C A3SCALE 1/4" = 1'-0"3 1.SEE 'ML' AND 'AO' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2.ALL TRADES TO INSPECT EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR TO NOTIFY K.A.I. OF ANY CONFLICTS WITH THE WORK. 3.ALL MODEM AND TELEPHONE CABLING, ROUTING AND TERMINATIONS SHALL BE THE RESPONSIBILITY OF THE CABLING CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE JUNCTION BOXES, CONDUIT STUBS THROUGH WALL TO CEILING. 4.GENERAL CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR AND STRUCTURAL ENGINEER FOR CORE DRILLING SLAB FOR FLOOR MOUNTED OUTLETS. X-RAY SLAB AS REQUIRED. ALL DEVICES TO BE FLUSH FLOOR OUTLETS BLDG STD OR WIREMOLD/LEGRAND RC3 OR RC7. 5.WORKSTATIONS SHALL HAVE NO MORE THAN (3) DUPLEX OUTLETS PER CIRCUIT. 6.GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS OF CORE DRILLS WITH K.A.I. AND FURNITURE DEALER/INSTALLER PRIOR TO CORING. 7.PROVIDE 1" DIAMETER CONDUIT WITH PULL STRING TO ABOVE CEILING AT TELECOMMUNICATION OUTLETS AND JUNCTION BOXES FOR WALL MOUNTED OUTLETS. 8.REMOVE ALL EXISTING ELECTRICAL OUTLETS AND TELEPHONE/DATA OUTLETS NOT INDICATED AS EXISTING "E" TO REMAIN. PATCH DRYWALL, TAPE AND SPACKLE SMOOTH. 9.GENERAL CONTRACTOR TO PROVIDE FINAL HARDWIRE CONNECTION AND WIRING OF SYSTEMS FURNITURE AS PART OF THE ELECTRICAL SCOPE OF WORK. WHIPS TO BE PROVIDED BY OTHERS FOR INSTALLATION BY ELECTRICAL CONTRACTOR. DATA CABLING SHALL BE DONE BY OTHERS ONCE THE WHIP IS LIVE. 10.SEE REFLECTED CEILING PLAN FOR ADDITIONAL POWER REQUIREMENTS. 11.ALL EXISTING DEVICES AND COVER PLATES TO BE REPLACED WITH DECORA STYLE. NEW SWITCHES AND ELECTRICAL OUTLET DEVICES & COVER PLATES SHALL BE DECORA. COLOR .B.D. 12.ANY FURNITURE, EQUIPMENT, AND/OR COPIERS SHOWN ARE FOR REFERENCE ONLY AND ARE N.I.C. PROVIDE NEW POWER AND DATA OUTLETS AS SHOWN ON PLAN. PROVIDE POWER AND DATA OUTLETS FOR TV AND MONITOR SCREENS. PROVIDE CENTRAL SWITCH LOCATION FOR POWER OUTLETS AT WALL DISPLAYS AND DISPLAY CASES. PROVIDE J-BOXES FOR ELECTROMAGNETIC LOCKS AT STORE ENTRY DOUBLE DOORS. SYMBOLS POWER / VOICE / DATA NOTES POWER / VOICE / DATA KEY NOTES EQUIPMENT LEGEND1 BUILDING STANDARD WALL MOUNTED DATA OUTLET FLUSH FLOOR MOUNTED DUPLEX ELECTRICAL OUTLET FLUSH FLOOR MOUNTED DATA OUTLET COMBINATION FLUSH FLOOR MOUNTED POWER AND DATA OUTLET USE BLDG STD OR WIREMOLD/ LEGRAND RC3 SERIES POWER AND DATA PLAN Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A3 Power Voice Data Plan.dwg SCALE 1/8"=1'-0" U.O.N CARD READER- ALL CONNECTIONS TO CARD READERS OR ELECTRIFIED HARDWARE TO BE IN METAL CONDUIT. JUNCTION BOXES SHALL BE INSTALLED ON THE SECURED SIDE. CR SCALE NONEDEVICE MOUNTING HEIGHTS 2 1 IH INSTAHOT GDGFI SINK FAUCET GARBAGE DISPOSAL LEAK DETECTORLD SF DEDICATED QUADRUPLEX ON A SWITCHED CIRCUITSWaSWb FLUSH FLOOR MOUNTED POWER/DATA CONNECTION FOR FURNITURE POWER AND ELECTROMAGNETIC LOCKS L BUILDING STANDARD ALWAYS ON WALL MOUNTED ELECTRICAL QUADRUPLEX OUTLET J POWER CONNECTION FOR FURNITURE MOUNTED LIGHTING ON DIMMERSWb-D J POWER CONNECTION FOR FURNITURE MOUNTED LIGHTINGSWb XX NUMERICAL SUBSCRIPT INDICATES HEIGHT AFF DEDICATED QUADRUPLEX DEDICATED DUPLEX SWaSWb DEDICATED DUPLEX OUTLET ON A SWITCHED CIRCUIT BUILDING STANDARD ALWAYS ON WALL MOUNTED ELECTRICAL DUPLEX OUTLET J POWER CONNECTION FOR WINDOW SHADES WS J POWER CONNECTION FOR ROLL-UP DOORS RD POWER CONNECTION FOR CEILING MOUNTED EQUIPMENTJ 2 3 FLUSH FLOOR MOUNTED ALWAYS ON POWER/DATA CONNECTION FOR COMPUTER EQUIPMENT F 4 B B B M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE LOBBY 225 PANERAI 228 PIAGET 227 MERCIERBAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREALOGO 235 LOBBY 200 MSK 237 AREADISPLAY 201 DISPLAYSTOREFRONT 234 DISPLAYSTOREFRONT 202 AREADISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTOAVAIL 206 V.I.P. 207 ELECTRICAL 208 AREAOFFICE 209 AREABREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSEBACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUERTAG 204 SEIKOGRAND 205 STORAGEBOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTREJAEGER 224 CHANEL 223 CLOSET 238 FEC FEC CPT1 T1 T2 T2 LVT1 T1 CPT2 CPT2 T1 LVT1 CPT11 LVT10 CPT10 CPT10 CPT10 CPT10 CPT10 CPT10 T10 CPT3 T3 13'-5" 13'-3"13'-4"13'-1" 6'- 6 " 6' - 6 " 6' - 9 " 6' - 6 " R 0 ' - 8 " R 0 ' - 8 " 6' - 6 " 13'-5" R0'-8 " R0'- 8 " R 0 ' - 8 " R0'-8 " R 0 ' - 8 " 16 ' - 8 " 6'-6" 1C 1C 1B 1B 1A 1A 1A 1C 1A TYP. 1 TYP. 1A 1A 2 1 1/ 2 " MA X MAX SLOPE EXTENT OF DOOR FRAME STONE OR CERAMIC TILE GROUT 1/8" SCHLŰTER STRIP FINISH TBD CARPET OVER PAD, FEATHER AS REQUIRED, 1:12 MIN. SLOPE STONE OR CERAMIC TILE 1A 1B 1C CL LVT OR VCT SCHLUTER SCHIENE CENTER LINE OF DOOR FLOAT TO ALIGN SCHEDULED STONE OR CERAMIC ALIGN THRESHOLD WITH DOOR FRAME MARBLE THRESHOLD SCHEDULED STONE UON SCHEDULED CERAMIC TILE FLOOR FINISH PLAN A4-1SCALE 1/8" = 1'-0"1 CARPET TO BE INSET WITH STONE FLOORING. PROVIDE METAL TRANSITION STRIP. FINISH NOTES FINISH KEY NOTES INDICATES FLOORING TYPE CHANGE CALIFORNIA GREEN BUILDING CODE MANDATORY REQUIREMENTS 1.Refer to sheets 0G for checklists and tables for environmental quality requirements. 2.GC to document construction waste diversion of minimum of 50 %. 3.The VOC content verification checklist, form GRN 2, shall be completed and verified prior to final inspection approval. The manufacturer’s specifications showing VOC content for all applicable products shall be readily available at the job site and be provided to the field inspector for verification. 4.Architectural paints and coatings, adhesives, caulks and sealants shall comply with the volatile organic compound (VOC) limits in tables 10.504.4.1- 10.504.4.3 (see sheet A-0) 4.1.All new carpet installed in the building interior shall meet the testing and product requirements of one of the following: a. Carpet and Rug Institute’s Green Label Plus program; b. California Department of Public Health standard practice for the testing of VOCs (specification 01350); c. NSF/ANSI 140 at the Gold level; or d. Scientific Certifications Systems Indoor Advantage™ gold 5.All new carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. 1 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C FLOOR FINISH PLAN Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A4 Finish Plan.dwg SCALE 1/4"=1'-0" U.O.N 1.SEE 'ML' AND 'AO' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2.ALL TRADES TO INSPECT EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR TO NOTIFY DESIGNER OF ANY CONFLICTS WITH THE WORK. 3.PROVIDE METAL TRANSITION STRIP BETWEEN VCT AND CARPET FLOOR COVERINGS. FINISH: T.B.D. 4.ALL EXTERIOR GLASS AND WINDOW MULLIONS TO BE CLEANED UPON COMPLETION OF CONSTRUCTION AS A PART OF THE GENERAL CONSTRUCTION CLEAN-UP. 5.TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE SUCH AS A PORTLAND CEMENT, CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 4" (1210.2.1) 6.WALLS WITHIN 2 FEET (610 mm) OF THE FRONT AND SIDES OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET (1219 mm), AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2) 7.WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.13. end SECTIONS @ FLOOR TRANSITIONS SCALE 6" = 1'-0"1 B M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE LOBBY 225 PANERAI 228 PIAGET 227 MERCIERBAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREALOGO 235 LOBBY 200 MSK 237 AREADISPLAY 201 DISPLAYSTOREFRONT 234 DISPLAYSTOREFRONT 202 AREADISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTOAVAIL 206 V.I.P. 207 ELECTRICAL 208 AREAOFFICE 209 AREABREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSEBACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUERTAG 204 SEIKOGRAND 205 STORAGEBOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTREJAEGER 224 CHANEL 223 CLOSET 238 WP 1 WP 1 P1 TYP. THRU-OUT U.N.O. WP 1 WP 1 WC1 P 1 TYP. THRU-OUT U.N.O. P 1 TYP. THRU-OUT U.N.O. WF 10 P 10 TYP. THRU-OUT U.N.O. WC 11 P 10 TYP. THRU-OUT U.N.O. WC 10 WC 11 P 1 TYP. THRU-OUT U.N.O. P 1 TYP. THRU-OUT U.N.O. P 1 TYP. THRU-OUT U.N.O. P 1 TYP. THRU-OUT U.N.O. P 11 TYP. THRU-OUT U.N.O. P 1 TYP. THRU-OUT U.N.O. P 1 TYP. THRU-OUT U.N.O. P 1 TYP. THRU-OUT U.N.O. P 1 WF 1 WP 2 WP 1 WP 1 WT 1 WT 1 P 11 TYP. THRU-OUT U.N.O. P 11 1 1 1 1 WALL FINISH PLAN A4-2SCALE 1/8" = 1'-0"1 PREPARE WALLS TO LEVEL '5' FINISH WHERE WALL COVERING ARE TO BE INSTALLED, TYP. THROUGHOUT. FINISH NOTES FINISH KEY NOTES INDICATES FLOORING TYPE CHANGE CALIFORNIA GREEN BUILDING CODE MANDATORY REQUIREMENTS 1.Refer to sheet a-0.G for checklists and tables for environmental quality requirements. 2.Gc to document construction waste diversion of minimum of 50 %. 3.The voc content verification checklist, form grn 2, shall be completed and verified prior to final inspection approval. The manufacturer’s specifications showing voc content for all applicable products shall be readily available at the job site and be provided to the field inspector for verification. 4.Architectural paints and coatings, adhesives, caulks and sealants shall comply with the volatile organic compound (voc) limits in tables 10.504.4.1- 10.504.4.3 (see sheet a-0) 4.1.All new carpet installed in the building interior shall meet the testing and product requirements of one of the following: a. Carpet and rug institute’s green label plus program; b. California department of public health standard practice for the testing of vocs (specification 01350); c. Nsf/ansi 140 at the gold level; or d. Scientific certifications systems indoor advantage™ gold 5.All new carpet cushion installed in the building interior shall meet the requirements of the carpet and rug institute green label program. 1 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C WALL FINISH PLAN Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A4 Finish Plan.dwg SCALE 1/4"=1'-0" U.O.N 1.SEE 'ML' AND 'AO' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2.ALL TRADES TO INSPECT EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR TO NOTIFY DESIGNER OF ANY CONFLICTS WITH THE WORK. 3.TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE SUCH AS A PORTLAND CEMENT, CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 4" (1210.2.1) 4.WALLS WITHIN 2 FEET (610 mm) OF THE FRONT AND SIDES OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE TO A HEIGHT OF 4 FEET (1219 mm), AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2) 5.WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.13. end B 10 ' - 1 1 " 15 ' - 1 0 " 15 ' - 1 0 " CH JEWELERS SIGNAGE BAND WITH CONCEALED LIGHT COVES ABOVE AND BELOW SIGNAGE 12 ' - 0 " \A1;12'-0"CH JEWELERS CH ±27'-4" (6) EQ. PANELS 3' - 1 0 " 6'-0"1'-6"1'-6" 9'-0" 1'-6"1'-6"18'-0" (4) EQ. PANELS 13'-0" 7'-2"2'-9"2'-9"±7'-814"±7'-814" 10 " 10 " 3' - 0 " TIME VALLEE STORE FRONT WATCH BAND & SIGNAGE 3' - 4 " 1 A9-3 1 A9-2 FRAMED STOREFRONT DOORS AND GLASS PANELS WITH 58" THK. CLEAR, LOW IRON, TEMPERED GLASS LED SCREEN BY CLIENT LED SCREEN BY CLIENT TIME VALLEE STORE FRONT MILLWORK PANELS FRAMED STOREFRONT DOORS AND SIDELIGHTS W/ 12" THK. CLEAR, LOW IRON, TEMPERED GLASS STORE FRONT MILLWORK PANELS TO BE PROVIDED BY CLIENT'S VENDOR STOREFRONT GLAZING WITH TOP AND BOTTOM FRAMES AND 58" CLEAR, LOW IRON, TEMPERED GLASS, TYP. 3 A9-2 7 A9-3 13 A9-2 STOREFRONT GLAZING WITH TOP AND BOTTOM FRAMES AND 5 8" CLEAR, LOW IRON, TEMPERED GLASS, TYP. 13 A9-2 8' - 6 " 10 ' - 1 1 " 11 ' - 5 " 11 ' - 4 " \A 1 ; 1 1 ' - 4 " OPEN TO TIME VALLEE 2' - 4 " \A1;2'-4" CH JEWELERS 3' - 0 " ±3 ' - 6 " ±9 ' - 0 "\A1;%%P9'-0"BAND'S WALL DISPLAY BAND'S WALL DISPLAY BAND'S WALL DISPLAY NEW BRAND 10 ' - 9 " FLEXIBLE LINEAR LED LIGHTING WOOD VENEER PANEL, PROVIDED BY CLIENT'S VENDOR & INSTALLED BY CONTRACTOR FLEXIBLE LINEAR LED LIGHTING P 1 DISPLAY CABINETS BY OTHERS SIGNAGE WALL, PROVIDED BY CLIENT'S VENDOR & INSTALLED BY CONTRACTOR 10 ' - 0 " 4 A9-3 4 A9-3 11 ' - 0 " 11 ' - 5 " 10 ' - 1 1 " 11 ' - 4 " 11 ' - 5 " 11 ' - 0 " BACK WALL DISPLAYS TO BE PROVIDED BY CLIENT'S VENDOR, G.C. TO INSTALL BACK WALL DISPLAYS TO BE PROVIDED BY CLIENT'S VENDOR, G.C. TO INSTALL 13 A9-3 TYP. CH 9' - 1 0 " 10 ' - 1 0 " 12 ' - 0 " 12 ' - 8 " 11 ' - 6 " 11 ' - 5 " 10 ' - 1 1 " 6'-0"1'-6"1'-6" 9'-0" ±19" 10 " 8' - 6 " 3' - 0 " 2'-10"2'-012"5'-0" (2) EQ. PANELS 5'-0" (2) EQ. PANELS 5'-0" (2) EQ. PANELS 2'-8"2'-6"2'-8"2'-6"5'-0" (2) EQ. PANELS 2'-6"5'-0" (2) EQ. PANELS 2'-6"2'-8" 10 " 4"7'-2"2'-9"2'-9"2'-9"2'-9"3'-3"3'-3"1'-9"1'-9"7" WOOD VENEER FLAT PANEL TO BE PROVIDED BY CLIENT'S VENDOR & INSTALLED BY CONTRACTOR WOOD VENEER FLAT PANEL TO BE PROVIDED BY CLIENT'S VENDOR & INSTALLED BY CONTRACTOR 3'- 4 " BACK-LIT MIRROR TO BE PROVIDED BY CLIENT'S VENDOR 58" THK. FRAMELESS CLEAR, LOW IRON, TEMPERED GLASS DOORS TO STOREFRONT DISPLAYS1 A9-3 7 A9-3 4 A9-3 3 A9-3 5 A9-3 4 A9-3 BACK-LIT MIRROR TO BE PROVIDED BY CLIENT'S VENDOR BACK WALL DISPLAYS TO BE PROVIDED BY CLIENT'S VENDOR, G.C. TO INSTALL FRAMED STOREFRONT DOORS, SIDELIGHTS AND TRANSOM WITH 12" THK. CLEAR, LOW IRON, TEMPERED GLASS 7A A9-2 13 A9-3 13 A9-3 13 A9-2 13 A9-2 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C 1 2 STOREFRONT ELEVATION SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0" 3SCALE 3/8" = 1'-0" A6-1 STOREFRONT ELEVATIONS & SECTIONS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A6-1 Elevations.dwg SCALE 3/8"=1'-0" U.O.N SECTION THROUGH CH JEWELERS & TIME VALLEE SECTION THROUGH CH JEWELERS 12 A9-2 B B B B B BB B C C C C C C C C CC 11 ' - 5 " 9'- 0 " 10 ' - 1 1 " 15 ' - 1 0 " BAND'S WALL DISPLAY LONGINES BAND'S WALL DISPLAY TAG HEUER BAND'S WALL DISPLAY GRAND SEIKO BAND'S WALL DISPLAY AVAIL MIKIMOTO DRYWALL SOFFIT ABOVE WALL DISPLAYS ROLLING SHUTTER EXTERIOR WATCHBAND 13 A9-3 TYP. 11 ' - 5 " 9'- 0 " 10 ' - 1 1 " 15 ' - 1 0 " BAND'S WALL DISPLAY BAND'S WALL DISPLAY BPO BAND'S WALL DISPLAY OME NEW BRAND ROLLING SHUTTER EXTERIOR WATCHBAND WALL PAPER 13 A9-3 TYP. 10 ' - 0 " 8' - 0 " ±11'-5" (3) EQ. PANELS \A1;(3) EQ. PANELS FROSTED FILM WOOD VENEER PANEL WD-01 BASE BOARD 4 A9-2 8 A9-2 16 A9-2 11 A9-2 SIM. 9' - 1 0 " WD-01 BASE BOARD WOOD VENEER11 A9-2 8' - 0 " 16 A9-2 15 A9-2 3'-0"2'-0" 10 ' - 0 " 8'- 0 " ±11'-5" (3) EQ. PANELS 10 ' - 6 " FLEXIBLE LED COVE LIGHT WOOD VENEER PANEL 4 A9-2 8 A9-2 11 A9-2 SIM. 10 ' - 0 " 10 ' - 6 " WP 1 WOOD BASE TO BE PROVIDED BY CLIENT'S VENDOR, INSTALLED BY GC DRYWALL CEILING SOFFIT WITH PERIMETER COVE LIGHTING 10 ' - 0 " 10 ' - 6 " WP 1 DRYWALL CEILING SOFFIT WITH PERIMETER COVE LIGHTING WOOD BASE TO BE PROVIDED BY CLIENT'S VENDOR, INSTALLED BY GC 10 ' - 0 " 3' - 1 0 " 4' - 0 " 10 ' - 6 " CL WOOD VENEER FLAT PANEL BY CLIENT'S VENDOR, INSTALLED BY G.C. LED T.V. BY CLIENT 12" BEVEL EDGE 12" BEVEL EDGE 4 A9-3 WOOD BASE TO BE PROVIDED BY CLIENT'S VENDOR, INSTALLED BY GC DRYWALL CEILING SOFFIT WITH PERIMETER COVE LIGHTING 1 V.I.P. ROOM T.V. WALL ELEVATION 2 MEETING ROOM T.V. WALL ELEVATION CH JEWELERS INTERIOR ELEVATION SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0" 3SCALE 3/8" = 1'-0"10 A6-2 8SCALE 3/8" = 1'-0" INTERIOR ELEVATIONS & SECTIONS I Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A6-1 Elevations.dwg SCALE 3/8"=1'-0" U.O.N SCALE 3/8" = 1'-0" Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C CH JEWELERS INTERIOR ELEVATION CH JEWELERS INTERIOR ELEVATION CH JEWELERS INTERIOR ELEVATION CH JEWELERS INTERIOR ELEVATION7SCALE 3/8" = 1'-0" 4SCALE 3/8" = 1'-0"CH JEWELERS INTERIOR ELEVATION 9SCALE 3/8" = 1'-0" B B B B B B B B 10 ' - 0 " 10 ' - 6 " 3' - 1 0 " 4' - 0 " METAL FRAMING METAL BASE TRIM 12" BEVEL EDGE WOOD VENEER FLAT PANEL 10 ' - 0 " 10 ' - 6 " WALL MIRROR WALL TILES 10 ' - 0 " 10 ' - 6 " 3' - 1 0 " 4' - 0 " WOOD VENEER PANEL FLEXIBLE LED COVE LIGHT WD-01 BASE BOARD 10 ' - 0 " 8' - 0 " 10 ' - 6 " 3' - 1 0 " 4' - 0 " WD-01 BASE BOARD FLEXIBLE LED COVE LIGHT WOOD VENEER PANEL WOOD VENEER PANEL 11 A9-2 8'- 0 " 3'-0" CLEAR ±2'-6"3'-0" MIN. CLEAR (4) EQ. PANELS 2' - 1 0 " 2' - 0 " 3' - 6 " 6' - 0 " 10 ' - 0 " (2) EQ. PANELS1"1"(10) EQ. PANELS MICROWAVE (BY OWNER) 6 A9-4 1 A9-4 3 A9-4 4 A9-4 PLASTIC LAMINATE, PL-1 PLASTIC LAMINATE, PL-1 FRIDGE (BY OWNER) P 1 QUARTZ; Q-1P1 PLASTIC LAMINATE, PL-1 2 A9-4 5 A9-4 10 ' - 1 0 " 11 ' - 6 " 2'- 1 1 " 4' - 3 " 5' - 2 34" 6' - 4 12" IWCWALL UNIT 10 ' - 1 0 " 11 ' - 6 " 4' - 0 " 9' - 0 " 9' - 0 " 2' - 1 1 " 4' - 3 " 5' - 2 34" 6'- 4 12" 5'-10"5'-10"17'-5" SLIDING POCKET DOORS PARTITION MIRROR WP-11, WALLPAPER WP-12, WALLPAPER METAL TRIMWP-11, WALLPAPER WP-12, WALLPAPER METAL TRIM DECORATIVE PENDANTS REPAIR ROOM WINDOW WITH ELECTRIFIED SWITCHABLE GLASS FILM DISPLAY SHELVING BY OTHERS WP11WP12 WP12 6 A9-2 5 A9-2 BUILT-IN FLOATING DISPLAY SHELVES WITH LED LIGHTING 3 A9-3 9'- 2 14" 13 A9-3 TYP. PANERAIWALL UNIT PIAGETWALL UNIT IWCWALL UNITBAUME & MERCIERWALL UNIT OPEN TO ATELIER 12 ' - 8 " 10 ' - 1 0 " 9' - 1 0 " 12 ' - 0 " INTERIOR WATCH BAND SIGNAGE ROLL-UP SECURITY DOOR DRYWALL LIGHT COVE WITH METAL TRIM 3 A9-3 5 A9-3 9' - 2 14" 9' - 2 14" JAEGER-LECOULTREWALL UNITCHANELWALL UNITCHOPARDWALL UNIT 12 ' - 0 " 9' - 1 0 14" 10 ' - 1 0 " 11 ' - 6 " 2'-712"14'-214"1'-10"14'-1"2'-8"1'-1"13'-1158"6'-612" 9' - 1 0 14" 9' - 2 14" 9' - 2 14" 9' - 2 14" 12 ' - 8 " Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C A6-3 INTERIOR ELEVATIONS & SECTIONS II Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A6-1 Elevations.dwg SCALE 3/8"=1'-0" U.O.N 1 2 3 TIME VALLEE SECTION 59 SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0" 4SCALE 3/8" = 1'-0" 6SCALE 3/8" = 1'-0" 7SCALE 3/8" = 1'-0" 8SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0"V.I.P. ROOM ELEVATION V.I.P. ROOM ELEVATION V.I.P. ROOM ELEVATION V.I.P. ROOM ELEVATION BOH LUNCH ROOM MILLWORK ELEVATIONL'ATELIER INTERIOR ELEVATION TIME VALLEE SECTION TIME VALLEE SECTION ACOUSTICAL CEILING GRID SYSTEMS AND TILES AS OCCUR FAST MASK AT BOTH SIDES OF GYPSUM BOARD PROVIDE 358" 20 GAUGE METALSTUDS, SEE SCHEDULE FOR SPACING PROVIDE 212" SOUND BATTINSULATION IN ALL CAVITIES & VOIDS PROVIDE 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE. SECURE TO THE METAL STUDS WITH NO. 6 BUGLE HEAD SCREWS @ 8" O.C. TAPE AND FILL ALL JOINTS. WALL BASE. SEE FINISH PLAN CONCRETE FLOOR SLAB STEEL TRACK SECURED TO SLAB W/ HILTI 0.157Ø X-U SHOT PINS 1 12" @24" MAX O.C. **SEE DETAIL #7 FOR LARR AND ICC NUMBERS 18 ' - 0 " M A X VA R I E S ( S E E R C P P L A N A - 2 ) ACOUSTICAL SEALANT BOTH SIDES 9 -- CEILING GRID TO BE INDEPENDENT OF SUSPENDED CEILING SYSTEM. **SEE DETAIL #7 FOR LARR AND ICC NUMBERS 18 ' - 0 " M A X ACOUSTICAL CEILING GRID SYSTEMS AND TILES AS OCCURS WALL ANGLE CONTINUOUS PROVIDE 78" ANGLE PROVIDE 358" 20 GAUGE METAL STUDS, SEE SCHEDULE FOR SPACING, PROVIDE 212" SOUND BATT INSULATION IN ALL CAVITIES & VOIDS PROVIDE 58" TYPE "X" GYPSUM BOARD ON EACH SIDE. SECURE TO THE METAL STUDS WITH NO. 6 BUGLE HEAD SCREWS @ 8" O.C. TAPE AND FILL ALL JOINTS. STEEL TRACK SECURED TO SLAB W/ 0.157" X 1 12" HILTI X-U SHOT PINS MAX 24" O.C CONCRETE FLOOR SLAB VA R I E S ( S E E R C P P L A N A - 2 ) 6" M I N O K T O US E F U L L GY P B D SH E E T WALL BASE. SEE FINISH PLAN 9 - - CEILING GRID TO BE INDEPENDENT OF SUSPENDED CEILING SYSTEM. CONTINUOUS TOP TRACK, SEE STRUCTURAL PLANS 45° MAX (TYP) VERTICAL COMPRESSION STRUT AT 12'-0" O.C. EA. WAY WITH FIRST POINT TO BE WITHIN 6'-0" FROM EACH WALL FASTENED TO MAIN RUNNER & STRUCTURE ABOVE MAX TYP. 45° 7/8" X 26 GA. CROSS HAT FURRING CHANNELS @ 16" O.C. 1 1/2" X 16 GA. HOT ROLLED MAIN RUNNER CHANNELS @ 4'-0" O.C.--1.12#/FT MIN. 58" TYPE X GYP. BD 8 GA. VERTICAL HANGER WIRE AT 4'-0" EA. WAY WITH MIN. 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (TYP). 8 GA. BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (TYP). TYP. TIE HAT CHANNELS TO COLD ROLLED CHANNELS WITH 3 LOOPS OF #8 WIRE. 2" MAX. FROM BRACING WIRES TO CROSS RUNNERS. NOTE: NOTIFY DESIGNER OF ANY REQUIRED ACCESS PANEL LOCATIONS AND SIZE BEFORE INSTALLATION. SEE DETAIL 18 THIS SHEET HEAVY DUTY GRID SYSTEM 7/8" 7/8" x 7/8" WALL MOULDING OPTIONAL SCREW ATTACHED USG ACM7 SEISMIC CLIP SHOWN, ARMSTRONG BERC2 SIMILAR 1.ARMSTRONG SEISMIC RX SYSTEM. 78" ANGLE WALL AND SHADOW WITH MOLDINGS AND BERC2 2" END RETAINING CLIPS ESR #1308. OR USG/DONN 78" ANGLE MOULDING AND ACM 7 SEISMIC CLIP ESR #1222. USE ABOVE CLIP TO JOIN THE MAIN BEAM OR CROSS TEE TO WALL MOLDING AND WEB OF GRID WITH NO VISIBLE POP RIVETS.1. 2.BRACING AT MEANS OF EGRESS CEILING SUSPENSION SYSTEM SHALL BE CONNECTED AND BRACED DIRECTLY TO THE STRUCTURE AT THE MEANS OF EGRESS SERVING AN OCCUPANT LOAD OF 30 OR MORE AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES. SPACING OF VERTICAL HANGERS SHALL NOT EXCEED 2 FEET (620 MM) ON CENTER ALONG THE ENTIRE LENGTH OF THE MEANS OF EGRESS OR LOBBY. 3.CEILING TILES AT EXIT SIGNS: ALL LAY-IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM WITH TWO HOLD-DOWN CLIPS MINIMUM FOR EACH TILE WITHIN A 4-FOOT (1219 MM) RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS. THIS REQUIREMENT SHALL APPLY ONLY IN FIRE-RATED EXIT CORRIDORS AND WITHIN A, E, AND M-OCCUPANCIES. FOR PURPOSES OF THIS SECTION, EXIT STROBE LIGHTS SHALL NOT BE CONSIDERED EXIT SIGNS. 4.EMERGENCY SYSTEMS. INDEPENDENT SUPPORTS AND BRACES SHALL BE PROVIDED FOR LIGHT FIXTURES REQUIRED FOR EXIT ILLUMINATION. POWER SUPPLY FOR EXIT ILLUMINATION SHALL COMPLY WITH THE REQUIREMENTS OF CBC 1008.3 5.PERIMETER T ENDS TIED TOGETHER AT PERIMETERS (SPACES / STABILIZING BAR) ON TEES THAT ARE NOT ATTACHED TO PERIMETER MOULDING. 6.CEILING ATTACHMENT TO BE INDEPENDENT OF PARTITION BRACING. 7.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS, SHOW A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST AN INCH IN ALL HORIZONTAL DIRECTIONS. 8.MAXIMUM AREA WITHOUT SEISMIC SEPARATION JOINT TO BE 2500 SQ. FT. 18 ' - 0 " M A X . 2" 4" MIN. STUD SCREWED TO CEILING STRUCTURE AND BOLTED TO STRUCTURAL SLAB ABOVE TYPICAL #12 GA. HANGER WIRE SET IN CONC. SLAB ABOVE COMPRESSION STRUT TWO #12 GA. SPLAY WIRES AT 45° PARALLEL TO MAIN TEES TYP. HANGER WIRES AT 48" O.C. 2" MAX. MAIN RUNNER NOTE: ALL WIRES TO HAVE 3 TIGHT TURNS IN 1-1/2" @ BOTH ENDS OF WIRE. HEAVY DUTY LOCKING CROSS TEES AT 4'-0" O.C. TYP. 2" MAX. TWO #12 GA. SPLAY WIRES AT 45° PARALLEL TO CROSS TEES COMPRESSION STRUT: 600S200-33 FASTEN VERTICAL STRUT TO MAIN RUNNER AND UNDERSIDE OF STRUCTURE ABOVE. SEE CEILING BRACING DETAIL FOR SPACING REQUIREMENTS. 2 #12 SCREWS MIN., SEE FASTENER SCHEDULE 45° FI N C L ' G . H T . 8" MAX 34" 4' - 0 " MA X . 12 ' - 0 " 8" 12'-0" O.C.4'-0" 90°90° 34" 8" 18 ' - 0 " MA X TYPICAL (2) PER FIXTURE 12 GAUGE HANGER WIRE SPLAYED AT 45" TO FIXTURE TYPICAL @ (2) CORNERS. LIGHTING FIXTURE BRACING WIRE TIES TO HAVE (4) TURNS WITHIN 1-1/2" TYPICAL. 1/4" BOLT OR OTHER APPROVED FASTENER WITH NUT AND LOCK WASHER. TYP. (2) PER FIXTURE. FASTEN FIXTURE TO T-BAR WITH (2) METAL SCREWS ON EACH 48" SIDE. 3/8" MIN. CLR. CROSS OR MAIN RUNNER MIN CLR REFLECTED CEILING PLAN SECTION THRU ROOM 12 GA. WIRE HANGERS MIN. CLR. NOTES: 1. INSTALL CEILING GRID USING 12 GA. SPLAY WIRE HANGERS AT 45°, 90° TO EA. OTHER (4 WIRES) BEGINNING 4'-0" FROM STARTING. POINT OF GRID & TILE LAYOOUT & IN BOTH DIRECTIONS AT 12'-0" THEREAFTER. 2. TIE THE MAIN & CROSS RUNNERS TO THE ADJACENT WALLS. ACOUSTICAL TILE CEILING ON SUSPENDED GRID SYSTEM COMPLY WITH ASTM C 635, ASTM C 636, AND ASTM E580 SECTION 5. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHOW A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. -- 13 -- 14 -- 14 1 3-5/8" X 20GA 400S125-304" X 20GA 350S125-30 362S125-30 3-1/2" X 20GA 600S125-306" X 20GA 1-5/8" X 20GA 162S125-30 250S125-302-1/2" X 20GA 2-1/2" X 22GA 3-1/2" X 22GA 3-5/8" X 22GA 250S125-27 350S125-27 362S125-27 4" X 22GA 400S125-27 16'-8" 15'-6" 15'-0" 22'-11" 18'-5" 17'-0" 16'-7" 25'-2" 14'-7" 13'-6" 13'-2" 18'-11" 8'-5" 11'-7" 9'-3" 12'-9" 7'-4" 10'-2" 11'-3" 14'-7" 15'-0" 16'-2" 12'-4" 17'-10" 16'-6" 16'-1" 9'-10" 12'-9" 13'-1" 14'-1" 400S125-184" X 25GA 350S125-18 250S125-182-1/2" X 25GA 3-1/2" X 25GA 162S125-18 SIZE 1-5/8" X 25GA 15'-4" 11'-11" 9'-7" 16'-5" 13'-9" 10'-6" 14'-2" 9'-9" 8'-4" 6'-11" 16" SPACING and Max heights 12" 7'-8"6'-1" 24" May 31, 2024 TYPICAL INSTALLATION NOTES: 1-GENERAL: INSTALL METAL FRAMING SYSTEMS IN COMPLIANCE W/ THEIR MANUFACTURER'S PRINTED INSTRUCTIONS AND THESE SPECIFICATIONS. RUNNER TRACKS: INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS INDICATED ON DRAWINGS. 2-STUDS: SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BWITH SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR REQUIRED FOR OUT OF PLUMB WALLS OR WARPED SURFACES AND SIMILAR REQUIREMENTS. WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMNS OR WALLS, ANCHOR ENDS OF STIFFENERS TO SUPPORTING STRUCTURE. 3-SUPPLEMENTARY FRAMING: INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM WHEREVER PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK REQUIRING ATTACHMENT TO THE WALL COMPLY WITH STUD MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS IN EACH CASE, CONSIDERING WEIGHT OR LOADING RESULTING FROM ITEM SUPPORTED. FRAME WALL OPENINGS LARGER THAN 2 FT. SQ. WITH DOUBLE STUD AT EACH JAMB OF FRAME EXCEPT WHERE MORE THAN TWO ARE INDICATED. INSTALL RUNNER TRACKS AND JACK STUDS ABOVE AND BELOW WALL OPENINGS. ANCHOR TRACKS TO JAMB STUDS WITH STUD SHOES. SPACE JACK STUDS SAME AS FULL-HEIGHT STUDS OF WALL. SECURE STUD SYSTEM WALL OPENING FRAME IN MANNER INDICATED. 4-FASTENERS: PROVIDE NUTS, BOLTS, WASHERS, SCREWS, AND OTHER FASTENERS WITH CORROSION-RESISTANT PLATED FINISH. WELDING: USE QUALIFIED WELDERS AND COMPLY WITH AWS D1.1 AND D1.3 TYPICAL INSTALLATION NOTES: 1-GENERAL: INSTALL METAL FRAMING SYSTEMS IN COMPLIANCE W/ THEIR MANUFACTURER'S PRINTED INSTRUCTIONS AND THESE SPECIFICATIONS. RUNNER TRACKS: INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS INDICATED ON DRAWINGS. 2-STUDS: SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BWITH SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR REQUIRED FOR OUT OF PLUMB WALLS OR WARPED SURFACES AND SIMILAR REQUIREMENTS. WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMNS OR WALLS, ANCHOR ENDS OF STIFFENERS TO SUPPORTING STRUCTURE. 3-SUPPLEMENTARY FRAMING: INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM WHEREVER PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK REQUIRING ATTACHMENT TO THE WALL COMPLY WITH STUD MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS IN EACH CASE, CONSIDERING WEIGHT OR LOADING RESULTING FROM ITEM SUPPORTED. FRAME WALL OPENINGS LARGER THAN 2 FT. SQ. WITH DOUBLE STUD AT EACH JAMB OF FRAME EXCEPT WHERE MORE THAN TWO ARE INDICATED. INSTALL RUNNER TRACKS AND JACK STUDS ABOVE AND BELOW WALL OPENINGS. ANCHOR TRACKS TO JAMB STUDS WITH STUD SHOES. SPACE JACK STUDS SAME AS FULL-HEIGHT STUDS OF WALL. SECURE STUD SYSTEM WALL OPENING FRAME IN MANNER INDICATED. 4-FASTENERS: PROVIDE NUTS, BOLTS, WASHERS, SCREWS, AND OTHER FASTENERS WITH CORROSION-RESISTANT PLATED FINISH. WELDING: USE QUALIFIED WELDERS AND COMPLY WITH AWS D1.1 AND D1.3 "S25" - 25 GAUGE - PUNCHED 'C' STUDS PUNCHED DEFLECTION = L/240 SURFACE LOAD = 5 LBS/SF - INTERIOR SECTION DESIGNATION "S22" - 22 GAUGE - PUNCHED 'C' STUDS PUNCHED DEFLECTION = L/240 SURFACE LOAD = 5 LBS/SF - INTERIOR "S20" - 20 GAUGE - PUNCHED 'C' STUDS PUNCHED DEFLECTION = L/240 SURFACE LOAD = 5 LBS/SF - INTERIOR LARR AND ICC REFERENCE TABLE ITEM MFG.LARR NO.LARR EXP ICC NO.EXP DESC METAL STUDS STEEL STUD MANUF ASSOC ESR-3064P 3/1/2025 DIETRICH 25889 2/1/2020 ESR-1166P 8/1/2024 SHOTPIN FASTENERS HILTI 25675 4/1/2018 ESR-2269 2/2/2025 X-U 0.157" Ø HILTI ESR-3027 12/1/2025 KH-EZ ANCHORS POWERS 25831 10/1/2018 ESR 2502 5/20/2025 INSTALL PER Los Angeles MODIFED ESR SHOT PIN AND CLIP ASSEMBLY FOR 12 GA GALV WIRES HILTI 25651 4/1/2018 ESR-2184 6/2/2025 X-CX INSTALL PER Los Angeles MODIFED ESR SUSPENDED DRYWALL GRID SYSTEM ARMSTRONG 25348 10/1/2020 ESR-1289 10/1/2024 SUSPENDED CLG INCLUDING SEISMIC CLIPS USG INTERIORS 25764 3/1/2020 ESR-1222 12/1/2024 SUSPENDED CEILING SYSTEMSWORTHINGTON VENTURE ARMSTRONG 25032 9/1/2017 ESR-1308 12/1/2024 GYPSUM BOARD USG 25163 4/1/2021 ESR 1338 2/1/2025 THERMAFIBER RATED INSULATION JOHNS MANVILLE NER 549 INTERIOR SOUND/THERMAL FLEXIBLE FIRESTOP SEALANT HILTI CSFM listing # 1452-12000:112 -ESR-2179 2/1/2025 up to 3 hour rating partition to deck METAL STUD PER SCHEDULE #10 SMS ONE AT EA. SIDE OF STUD HEAD CONNECTION PERPENDICULAR TO FLUTE (2) #12 SCREWS AT EACH BOTTOM FLUTE (12" O.C. MAX)3"x16"x54 MILL STEEL PL. @ 12" OC HEAD CONNECTION PARALLEL TO FLUTE SLIP-TRK SLOTTED #10 SMS ONE AT EA. SIDE OF STUD 5/ 8 " M A X . DE F L E C T I O N GA P EXTEND PL. ONE FLUTE IF PLACEMENT OF SHOT PIN IS OBSTRUCTED SCREW TO PLATE W/ (2) #8 SMS (4) #12 SCREWS AT EACH BOTTOM FLUTE 3"x16"x16 GA STEEL PL. @ 24" OC 5/ 8 " M A X . DE F L E C T I O N GA P CONT 16 GA (MODEL 54) CEMCO CST/SLIP-TRK SLOTTED ESR-2012) 58" FIRE RATED AC GRADE PLYWOOD SAND AND SMOOTH TO PREPARE FOR PAINT. LEAVE STAMP EXPOSED ON TOP SIDE. MAX SPAN 24" IN ONE DIRECTION. TAPE AND JOINT COMPOUND FRY REGLET DMPT-75 POCKET TRIM ALL SIDES VERIFY WITH BLDG ENG GYP. BOARD CEILING L2x2x16 GA. 1'-4" LONG 600S200-43 METAL STUD DIAGONAL BRACING AT 48" OC MAX AND AT STRIKE SIDE OF EACH DOOR ATTACH w/ (4) #12 SMS 45° EXISTING CONCRETE STRUCTURE ABOVE (DECK FLUTE ORIENTATION VARIES) (4) #12 SCREWS AT EACH BOTTOM FLUTE 6" MIN. 12" MAX. 2 1 3 5 4 METAL PIPE THROUGH GYPSUM WALL ASSEMBLY 1 OR 2 HOUR HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT UL SYSTEM W-L-1054 GENERAL NOTES: A.INSTALL FIRE STOP SYSTEMS IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. B.REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF FIRE RATED PARTITIONS AND SLAB PENETRATIONS. C.MAX. Ø OF OPENING: C.a.32-1/4" FOR STEEL STUD PARTITIONS. C.b.14-1/2" FOR WOOD STUD WALLS. C.PIPE MAY BE INSTALLED WITH CONTINUOUS POINT OF CONTACT. D.PIPE MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45° FROM PERPENDICULAR. E.ANNULAR SPACE MINIMUM = 0" MAX. =2-1/4". DETAIL NOTES: 1.GYPSUM WALL ASSEMBLY UL 400 SERIES (419) 1 OR 2 HOUR RATING 2 HOUR SHOWN. 2.(NOT SHOWN) WOOD STUDS TO CONSIST OF 2X4 LUMBER. STEEL STUDS TO BE MINIMUM OF 2-1/2" WIDE. 3.PENETRATING ITEM TO BE ONE OF THE FOLLOWING; 3.1.MAX. 30" Ø STEEL PIPE (SCHEDULE 10 OR HEAVIER) 3.2.MAX. 30' CAST IRON PIPE. 3.3.MAX 6" NOM. COPPER PIPE. 3.4.MAX 6" NOM. Ø STEEL CONDUIT. 3.5.MAX 4" NOM. Ø EMT. 4.MIN. 58" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 5.MINIMUM 12" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. 1 3 4 2 METAL PIPE THROUGH CONCRETE SLAB, WALL OR BLOCK WALL. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT UL SYSTEM C-AJ-1291 GENERAL NOTES: A.INSTALL FIRE STOP SYSTEMS IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. B.REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF FIRE RATED PARTITIONS AND SLAB PENETRATIONS. C.MAX. Ø OF OPENING = 30-7/8" D.ANNULAR SPACE MINIMUM = 0" MAX. 78" DETAIL NOTES: 1.CONCRETE FLOOR OR WALL ASSEMBLY (2-HR. FIRE-RATING) 1.1.LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MIN. 2-1/2" THICK). 2.PENETRATING ITEM TO BE ONE OF THE FOLLOWING. 2.1.MAX. 30" NOM. Ø STEEL PIPE (SCHEDULE 10 OR HEAVIER). 2.2.MAX. 30" NOM. Ø CAST IRON PIPE. 2.3.MAX. 6" NOM. Ø STEEL CONDUIT. 2.4.MAX. 4" NOM. Ø EMT. 3.MIN. 12" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 4.MINIMUM 14" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. NOTES: 1.PROVIDE COMBINATION SMOKE/FIRE DAMPERS AT ALL HVAC PENETRATIONS. 2.PROVIDE FIRESTOPPING PER SECTION 7.8 IN SHEET A.0 3.PROVIDE SLEEVE FOR UNSHIELDED CABLING AS REQ'D. STUD SPAN 14'-0" MAX. CONFIRM W/ K.A.I. IF SPAN LONGER. SE E R C P A 2 NOTCH WALL BOARD TO FIT CAVITIES AT FLUTED DECKS WHERE IT OCCURS ACOUSTICAL CEILING GRID SYSTEMS AND TILES AS OCCURS CONTINUOUS 78" WALL ANGLE PROVIDE 358" 20 GAUGE METAL STUDS, SEE SCHEDULE FOR SPACING PROVIDE 58" TYPE 'X' GYPSUM BOARD ON EACH SIDE. SECURE TO THE METAL STUDS WITH NO. 6 BUGLE HEAD SCREWS @ 8" O.C. TAPE AND FILL ALL JOINTS. WALL BASE. SEE FINISH PLAN CONCRETE FLOOR SLAB **SEE DETAIL #7 FOR LARR AND ICC NUMBERS GA # WP 1072-1H RATED STC 45-49 STEEL TRACK SECURED TO SLAB W/ 0.157" X 1 12" HILTI X-U SHOT PINS MAX 24" O.C FIRESTOPPING 10 - - CEILING GRID TO BE INDEPENDENT OF SUSPENDED CEILING SYSTEM. - FRAMES AS REQUIRED FOR HVAC DUCTING - PROVIDE SLEEVE FOR UNSHIELDED CABLING AS REQUIRED. - STUD SPAN 14'-0" MAX. CONFIRM W/ K.A.I. IF SPAN LONGER **SEE DETAIL #7 FOR LARR AND ICC NUMBERS CONCRETE FLOOR SLAB SCHEDULED BASE STEEL TRACK SECURED TO SLAB W/ .138 X 1 12" HILTI SHOT PINS 30"O.C. PROVIDE 5/8" TYPE "X" GYPSUM BOARD PARALLEL TO STUDS ON EACH SIDE. SECURE TO THE METAL STUDS WITH NO. 6 BUGLE HEAD 1-1/4" DRYWALL SCREWS @ 8" O.C. TAPE AND FILL. JOINTS STAGGERED 24" ON OPPOSITE SIDES. PROVIDE 2-3/4" BATT GLASS FIBER SOUND INSULATION IN ALL CAVITIES AND VOIDS WEIGHT 0.65 PCF FRICTION FIT IN STUD SPACE. METAL STUDS, SEE SCHEDULE FOR SPACING STRUCTURAL SLAB ABOVE SLIP TRACK AT CONC DECK; HILTI POWDER ACTUATED SHOT PINS 0.157 112" @24" MAX OC BRIDGE ACROSS FLUTES VA R I E S R C P L A N ( S E E A - 2 ) ACOUSTICAL CEILING GRID SYSTEMS AND TILES AS OCCUR - FRAMES AS REQUIRED FOR HVAC DUCTING - PROVIDE SLEEVE FOR UNSHIELDED CABLING AS REQUIRED. - STUD SPAN 14'-0" MAX. CONFIRM W/ K.A.I. IF SPAN LONGER **SEE DETAIL #7 FOR LARR AND ICC NUMBERS CONCRETE FLOOR SLAB SCHEDULED BASE STEEL TRACK SECURED TO SLAB W/ .138 X 1 12" HILTI SHOT PINS 30"O.C. PROVIDE 5/8" TYPE "X" GYPSUM BOARD PARALLEL TO STUDS ON EACH SIDE. SECURE TO THE METAL STUDS WITH NO. 6 BUGLE HEAD 1-1/4" DRYWALL SCREWS @ 8" O.C. TAPE AND FILL. JOINTS STAGGERED 24" ON OPPOSITE SIDES. PROVIDE 2-3/4" BATT GLASS FIBER SOUND INSULATION IN ALL CAVITIES AND VOIDS WEIGHT 0.65 PCF FRICTION FIT IN STUD SPACE. METAL STUDS, SEE SCHEDULE FOR SPACING STRUCTURAL SLAB ABOVE BRIDGE ACROSS FLUTES VA R I E S R C P L A N ( S E E A - 2 ) ACOUSTICAL CEILING GRID SYSTEMS AND TILES AS OCCUR EXISTING PARTITION 6" 9 -- CONTINUOUS TOP TRACK Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C SCALE 1-1/2"=1'-0"1-1/2"=1'-0" SCALE NONE SCALE 1-1/2"=1'-0" SCALE NONE SCALE 1"=1'-0" SCALE 1"=1'-0" SCALE SCALE 1"=1'-0" 1"=1'-0" SCALE SCALE 1"=1'-0" SCALE 3/8"=1'-0" SCALE 6" =1'-0" SCALE 3/32" =1'-0" SCALE SCALE 1"=1'-0" SCALE 1-1/2"=1'-0" SCALE 1" = 1'-0"A9-1 SCALE NTS PARTITION & CEILING DETAILS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A9-1 Details.dwg STUD TO UNDERSIDE OF SLAB ACCESS PANEL CEILING HEIGHT PARTITION 6" ABOVE CEILING PARTITION GYPSUM BOARD CEILING VIEW @ WIRE BRACING & STRUT TYP SUSP CLG SEISMIC BRACING SUSP CLG SEISMIC SECTION LARR/ICC APPROVAL & STUD SCHED.7 16 19 5 6 913 15 11 12 14 10 4 3 2 1 18 17 20 LATERAL BRACING HORIZONTAL PENETRATION VERTICAL PENETRATION 1 HOUR RATED PARTITION WALL FURRING WALL FURRING AT EXISTING PARTITION 1" = 1'-0" B B B B B B B B B B B B B B TRACK AND STUD EXTEND PARTITION 6" ABOVE CEILING AS OCCURS DRYWALL CEILING 9 A9-1 10 A9-1 SC H E D U L E D C E I L I N G H E I G H T (4) #10 SCREWS AT EACH INTERSECTION #12 SHEET METAL SCREWS @ 12" O.C. SCHEDULED CLEAR, TEMPERED GLASS CLEAR SILICONE SPOON POLISHED VERIFY JOINT WITH ELEVATION3/1 6 " SC H E D U L E D SC H E D U L E D 1-5/8" EXTENDED LIP STRIKE PLATE REQUIRED 304-1 TRIM DOOR JAMB \A1;MIN WIDTH, MAX WIDTH TEMPERED GLASS PANES CONFORM TO ANSI Z97.1 EACH PANE SHALL BEAR THE MANUFACTURER'S MARK DESIGNATING TYPE AND THICKNESS. \A1;MIN / MAX WIDTH WHEN SINGLE PANE PANE SUPPORTED ON 3 SIDES PANE SUPPORTED ON 2 SIDES PANE SUPPORTED ON 3 SIDES MA X P A N E H E I G H T SC H E D U L E D H E I G H T OPENING SCHEDULED WIDTH MIN 32" CLR 4" PROVIDE CONCEALED STOP TO MAINTAIN 1-1/2" CLEAR FROM JAMB TO SIDE OF DOOR HANDLE 1 1/2" 123 7 8 6 5 4 GLAZING STOP SILL STARTER CLEAR, TEMPERED GLASS PROVIDE BLOCKING AS REQUIRED 14" HILTI KH-EZ SCREW ANCHORS @ 12" O.C., 112" MAX. EMBEDMENT CLEAR FROM JAMB TO SIDE OF DOOR HANDLE 4 3 2 8 1 5 6 7 Glazing continuously supported on 4 sides Max Height Min Thickness Min Width Max Width 50"1/4 "24"36" 100"3/8"24"48" 150"1/2"28"48" Glazing continuously supported on 2 opposite sides Max Heig ht Min Thicknes s Min Width with Max 1:5 ratio Max Width 100"1/2 "20"48" 120"5/8 "24"48" 144"3/4 "29"48" SCHEDULED PARTITION SC H D U L E D D O O R H E I G H T SCHEDULED CEILING 304-1 TRIM 9 A9-1 10 A9-1 3/ 4 " T E M P E R E D G L A S S M A X . H T . 1 4 4 " SE E D E T A I L 1 0 / - F O R G L A S S P A N E L T H I C K N E S S SCHEDULED FLOOR FINISH SCHEDULED BASE CONNECT TO FULL HEIGHT STUDS AT BOTH ENDS. USE LOW PARTITION DETAIL 9/A9-1 FOR LONGER LENGTHS MATCH DOOR HT UON SPACER SHIM SEE DETAIL 7 FOR JAMB CLEAR SILICON, DO NOT USE GASKETS SCHEDULED PARTITION FRY REGLET DMGT SE E E L E V A T I O N \A 1 ; S E E E L E V A T I O N #8 SHEET METAL SCREWS AT 18" OC SCHEDULED CLG CLEAR SILICON DO NOT USE GASKETS 10 A9-1 9 A9-1 EASE ALL GLASS EDGES TYP. CLEAR SILICONE SPOON/DISH DETERGENT POLISHED CLEAR SILICONE SPOON POLISHED SCHEDULED GLASS SCHEDULED GLASS FRY REGLET DMEC 3/16" MAX 316" MAX. 316" MAX. A B 38"2"38"36"W NET DOOR OPENING 14" 178" 114" 1 3/4" DOOR SLAB ON BUTT HINGES DISPLAY AREA V.I.P. ROOM 1/2" X 1 1/4" T-STOP 3/4" X 4" DADO JAMB REVEAL BLOCKING PROVIDE SHOP FINISH VENEER TAPE @ ALL EXPOSED BLOCKING 1/4" WOOD PANEL TO MATCH DOOR AND JAMB 3/8" WIDE REVEAL (THROUGHOUT) TO ALLOW SPACE FOR HINGE SCREWS AT DOOR JAMBS. PROVIDE SHOP FINISH VENEER TAPE @ ALL EXPOSED BLOCKING 2" HALLWAY MITERFOLD BASEBOARD INSTALL BETWEEN FULL HEIGHT VERTICAL MULLIONS ±5" 4" 3-5/8" STUD, 2 @ 5/8" TYPE 'X' DRYWALL 3 8" 2" 112" ±8 ' - 0 " CLEAR TEMPERED GLASS 1 1/2" X 3 1/2" REVEAL BLOCKING. PROVIDE SHOP FINISH VENEER TAPE @ ALL EXPOSED BLOCKING ±5" OUTSIDE BASE ±5" SCHEDULED DRYWALL CEILING 34"x 5" DADO WOODJAMB V.I.P. ROOMDISPLAY AREA 3-5/8" STUD, 2 @ 5/8" TYPE 'X' DRYWALL 1/2" X 23 4" T-STOP 3/4" X 4" DADO JAMB 1 3/4" WOOD VENEER DOOR SLAB ON BUTT HINGES ±8 ' - 0 " 378" 312" 14"2" 34" 38" 4" 1 1/2" X 3 1/2" REVEAL BLOCKING. PROVIDE SHOP FINISH VENEER TAPE @ ALL EXPOSED BLOCKING HALLWAY GYP. BD. CEILING SEE RCP FOR CEILING HEIGHTS SPECIFIED MOTORIZED ROLL-UP SECURITY GRILLES SEE SHEET A9-5 FOR SPECS AND DETAILS FRAMED GLASS PARTITION W/ 58" THK. CLEAR TEMPERED GLASS AT DISPLAY WINDOWS STOREFRONT SIGNAGE BAND WITH COVE LIGHTING FRAMED STOREFRONT WINDOW W/ 58" THK. CLEAR TEMPERED GLASS MOTORIZED WINDOW SHADES MALL SIDE STORE SIDESTOREFRONTDISPLAY 9 A9-1 CONNECT TO UNDERSIDE OF DECK STEEL HEADER, SEE STRUCTURAL EXISTING SOFFIT STEEL TUBE, SEE STRUCTURAL #12 SHEET METAL SCREW @ 12" O.C. 14" HILTI KH-EZ SCREW ANCHORS @ 12" O.C. 112" MAX. EMBEDMENT 2 - 1 - DOOR HEAD AT PARTITION 3"=1'-0"3"=1'-0"DOOR HEAD AT FULL HEIGHT DOOR JAMBS6"=1'-0" POCKET DOOR PLAN POCKET DOOR HEAD AND JAMBS NONE GLAZING SILL AT HARD FLOOR 3"=1'-0" 3"=1'-0" BUTT JOINTS 3"=1'-0" 3"=1'-0" GLASS PANE SIZINGPOCKET DOOR REFERENCE ELEVATION 3"=1'-0" 3"=1'-0" 2"= 1'-0" AS NOTED 3"=1'-0"A9-2 3/8"=1'-0" N.T.S. Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o w n e r 's ap p r o v a l a n d co m p l i a n ce t o m un i ci p a l b u i l di n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R M O MO N T E R S T ATEOFCAL I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C GLASS PANE SUPPORT DEFINITIONS NTS REV 1/8/09 3"=1'-0" SCALESCALESCALE SCALE SCALE SCALE SCALE SCALE SCALESCALESCALESCALESCALE SCALE SCALE SCALE SCALE SCALE8 7 16 19 5 6 9 15 11 12 14 10 4 3 2 1 18 20 FRAMED GLAZING DETAILS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A9-1 Details.dwg 3/4"=1'-0" SCALE 13 GLAZING HEAD AT GYP CEILING JAMB & BUTT JOINT @ FRAMELESS GLASS WINDOW SILL AT FRAMELESS GLASS GLAZING HEAD AT FRAMELESS GLASS GLAZING SILL AT WOOD FRAME GLAZING HEADER AT WOOD FRAME DOOR HEAD AT WOOD FRAME 3"=1'-0" SECTION AT STOREFRONT GLASS PARTITION (CH SIDE) WOOD DOOR JAMB B B B B C C C C C C EXTEND PARTITION 6" ABOVE CEILING AS OCCURS 9 A9-1 10 A9-1 SC H E D U L E D C E I L I N G H E I G H T STORE SIDEMALL SIDE FRAMED TRANSOM GLASS PANEL W/ 12" THK. CLEAR, TEMPERED GLASS 10 " \A 1 ; 1 0 " FRAMED GLASS DOOR SCHEDULED CEILING #12 SHEET METAL SCREWS @ 12" O.C. LED LIGHT STRIP AS SPECIFIED METAL FRAMING AS REQUIRED DOWNLIGHT WHERE OCCURS GYP BD CEILING SEE RCP 4" MI N . ARMSTRONG AXIOM KNIFE EDGE TRIM 9 A9-1 LED LIGHT COVE METAL FRAMING AS REQUIRED DOWNLIGHT WHERE OCCURS GYP BD CEILING SEE RCP 4" MI N . 9 A9-1 LED LIGHT COVE METAL FRAMING AS REQUIRED DOWNLIGHT WHERE OCCURS GYP BD CEILING 4" MI N . WATCH LOGO WITH LIGHTING R2 LED GRAZER LIGHT WEIGHT PERFORATED METAL PANEL ±8" 9 A9-1 GYP. BD. CEILING SEE RCP FOR CEILING HEIGHTS SPECIFIED MOTORIZED ROLL-UP SECURITY GRILLES SEE SHEET A9-5 FOR SPECS AND DETAILS STOREFRONT SIGNAGE BAND WITH COVE LIGHTING MALL SIDE STORE SIDE 9 A9-1 CONNECT TO UNDERSIDE OF DECK STEEL HEADER, SEE STRUCTURAL EXISTING SOFFIT STEEL TUBE, SEE STRUCTURAL C RECESSED MOTORIZED WINDOW SHADES #12 SHEET METAL SCREWS @ 12" O.C. 14" HILTI KH-EZ SCREW ANCHORS @ 12" O.C. 112" MAX. EMBEDMENT DRYWALL SOFFIT ABOVE WALL DISPLAYS SCHEDULED CEILING ABOVE BUILT-IN WALL DISPLAYS (PROVIDED BY CLIENT'S MILLWORKER VA R I E S SE E R C P VARIES SEE PLAN VA R I E S SE E R E F L E C T E D C E I L I N G P L A N 9 A9-1 3"=1'-0"3"=1'-0" 6"=1'-0" NONE SECTION @ FRAMED DOOR W/ TRANSOM 3"=1'-0" 3"=1'-0" 1-1/2"=1'-0"A9-3 3/4"=1'-0" Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C NTS SCALESCALE SCALE SCALE SCALESCALESCALESCALE SCALE SCALE SCALE 7 16 19 5 15 14 4 3 1 18 20 INTERIOR DETAILS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A9-1 Details.dwg 1"=1'-0" SCALE 13 1-1/2"=1'-0" 1-1/2"=1'-0" LIGHT COVE WITH KNIFE EDGE TRIM LIGHT COVE DETAIL LIGHT COVE DETAIL AT WATCH BAND B B B B SECTION AT STOREFRONT GLASS PARTITION (TIME VALLEE) B NONE SCALE 17 DRYWALL SOFFIT ABOVE WALL DISPLAYS B C C C 34" ± 2 ' - 0 " ± 6 ' - 0 " V E R I F Y W I T H MA N U F A C T U R E R ' S SP E C I F I C A T I O N S ± 1 ' - 1 1 14" ± 1'-9" SCHEDULED CEILING OUTLINE OF GYPSUM BOARD OR MILLWORK SOFFIT WHERE SHOWN ON ELEVATION(S) AND PLAN(S) SCRIBE TO CEILING, TYP. SCHEDULED PARTITION CONCEALED HEAVY-DUTY CASEWORK HINGES, TYPICAL OUTLINE OF VENDING MACHINE. COORDINATE POWER AND WATER SUPPLY LOCATIONS AS REQUIRED. MELAMINE (COLOR TO MATCH EXTERIOR LAMINATE) ON ALL INTERIOR SURFACES, TYPICAL KEY LOCKS WHEN REQUESTED METAL TUBE SUPPORTS AS REQUIRED, SECURED TO METAL STUDS AT ADJACENT VERTICAL PARTITIONS, TYPICAL SCHEDULED PULL SOFT CLOSE CABINET HINGES TYPICAL 3 4" 1 S H E L F A T 2 ' - 6 " / 2 S H E L V E S A T 3 ' - 0 " 2" TY P . 2' - 1 1 14" 1'-2" SCHEDULED CEILING OUTLINE OF GYPSUM BOARD OR MILLWORK SOFFIT WHERE SHOWN ON ELEVATION(S) AND PLAN(S) TILE OR OTHER WALL FINISH WHERE APPLICABLE (SEE ELEVATIONS AND FINISH PLANS) CONTINUOUS CLEATS OR "Z" CLIP SUPPORTS AND SHIM AS REQUIRED. PROVIDE AND INSTALL BLOCKING AT ALL PARTITIONS AS REQUIRED TO SUPPORT OVERHEAD CABINETS, TYPICAL. HEAVY DUTY PEGS AND GROOVES, TYPICAL SCRIBE TO CEILING, TYPICAL PLASTIC LAMINATE ON 3/4" THICK MDF SUBSTRATE ADJUSTABLE SHELF, TYPICAL. CONCEALED HEAVY-DUTY CASEWORK HINGES, TYPICAL CONTINUOUS UNDER CABINET TASK LIGHT (WHERE SHOWN ON PLAN(S) AND ELEVATION(S)) SWITCHED TO WALL PLATE, TYPICAL. MELAMINE (COLOR TO MATCH EXTERIOR LAMINATE) ON ALL INTERIOR SURFACES, TYPICAL SCHEDULED PARTITION SCHEDULED PULL FULL EXTENSION SOFT CLOSE 22" SLIDES TYPICAL 3 4" 1 S H E L F A T 2 ' - 6 " / 2 S H E L V E S A T 3 ' - 0 " 2" TY P . 2' - 1 1 14" 1'-2" SCHEDULED CEILING OUTLINE OF GYPSUM BOARD OR MILLWORK SOFFIT WHERE SHOWN ON ELEVATION(S) AND PLAN(S) TILE OR OTHER WALL FINISH WHERE APPLICABLE (SEE ELEVATIONS AND FINISH PLANS) CONTINUOUS CLEATS OR "Z" CLIP SUPPORTS AND SHIM AS REQUIRED. PROVIDE AND INSTALL BLOCKING AT ALL PARTITIONS AS REQUIRED TO SUPPORT OVERHEAD CABINETS, TYPICAL. HEAVY DUTY PEGS AND GROOVES, TYPICAL SCRIBE TO CEILING, TYPICAL PLASTIC LAMINATE ON 3/4" THICK MDF SUBSTRATE ADJUSTABLE SHELF, TYPICAL. CONCEALED HEAVY-DUTY CASEWORK HINGES, TYPICAL MELAMINE (COLOR TO MATCH EXTERIOR LAMINATE) ON ALL INTERIOR SURFACES, TYPICAL SCHEDULED PARTITION SCHEDULED PULL FULL EXTENSION SOFT CLOSE 22" SLIDES TYPICAL 2'-0" 112" 4" 2'- 1 0 " 18" CONTINUOUS SEALANT ALONG ALL COUNTERTOP TO WALL JOINTS, TYPICAL CONTINUOUS SOLID SURFACE AND 1-1/2" THICK FINISHED EASED EDGE ON 3/4" THICK MDF SUBSTRATE, TYPICAL TILE OR OTHER WALL FINISH WHERE APPLICABLE (SEE ELEVATIONS AND FINISH PLANS) SCHEDULED PARTITION FINISHED FLOOR, TYPICAL MDF BASE CONNECTED TO DOORS. FINISH BASE WITH PLASTIC LAMINATE, U.O.N., TYPICAL HO L D 2 ' - 3 " PLASTIC LAMINATE (COLOR TO MATCH EXTERIOR LAMINATE) ON MDF SUBSTRATE (ALL INTERIOR SURFACES), TYPICAL WRAP PIPE WITH INSULATION, TYPICAL CONCEALED HEAVY-DUTY CASEWORK HINGES, TYPICAL 20 GAUGE METAL BACKING PLATE & SHIMS AS REQUIRED, TYPICAL PLASTIC LAMINATE ON MDF SUBSTRATE DOORS, TYPICAL PLASTIC LAMINATE ON MDF PLYWOOD RECESSED FINISHED FASCIA PANEL 3" SCHEDULED PULLS SOFT CLOSE CABINET HINGES TYPICAL 4" STONE BACKPLASH 2'-0" CONTINUOUS SEALANT ALONG ALL COUNTERTOP TO WALL JOINTS, TYPICAL FINISHED FLOOR, TYPICAL CONTINUOUS SOLID SURFACE AND 1-1/2" THICK FINISHED EASED EDGE ON 3/4" THICK ON MDF SUBSTRATE, TYPICAL 20 GAUGE METAL BACKING PLATE AND SHIMS AS REQUIRED, TYPICAL112" 4" 2' - 1 0 " TILE OR OTHER WALL FINISH WHERE APPLICABLE (SEE ELEVATIONS AND FINISH PLANS) SCHEDULED PARTITION 7" 1' - 9 14" MDF BASE AND SUPPORT RIBS. FINISH BASE WITH PLASTIC LAMINATE, U.O.N., TYPICAL MELAMINE (COLOR TO MATCH EXTERIOR) ON(ALL INTERIOR SURFACES, TYPICAL PLASTIC LAMINATE ON MDF SUBSTRATE DRAWER WITH FULL EXTENSION HEAVY DUTY BALL BEARING GLIDES, TYPICAL. PLASTIC LAMINATE ON 3/4" THICK MDF SUBSTRATE ADJUSTABLE SHELF, TYPICAL. PLASTIC LAMINATE ON MDF SUBSTRATE DOORS, TYPICAL HEAVY DUTY PEGS AND GROOVES, TYPICAL 3" TY P . SCHEDULED PULLS 3" FULL EXTENSION SOFT CLOSE 22" SLIDES TYPICAL SOFT CLOSE CABINET HINGES TYPICAL 4" STONE BACKPLASH 18" 18" FULL EXTENSION SOFT CLOSE 22" SLIDES TYPICAL 2'-0" CONTINUOUS SEALANT ALONG ALL COUNTERTOP TO WALL JOINTS, TYPICAL CONTINUOUS SOLID SURFACE AND 1-1/2" THICK FINISHED EASED EDGE ON 3/4" MDF, TYPICAL 20 GAUGE METAL BACKING PLATE AND SHIMS AS REQUIRED, TYPICAL112" 2' - 1 0 " TILE OR OTHER WALL FINISH WHERE APPLICABLE (SEE ELEVATIONS AND FINISH PLANS) SCHEDULED PARTITION 34" VE R I F Y W / M F R S P E C S ± 1 ' - 0 " FINISHED FLOOR, TYPICAL ON BASE AND SUPPORT RIBS. FINISH BASE WITH PLASTIC LAMINATE, U.O.N., TYPICAL PLASTIC LAMINATE ON MDF DRAWER WITH FULL EXTENSION HEAVY DUTY BALL BEARING GLIDES, TYPICAL. OUTLINE OF BASE CABINET END PANEL BEYOND OUTLINE OF DRAWER BUILT-IN MICROWAVE MELAMINE (COLOR TO MATCH EXTERIOR) ON MDF SUBSTRATE (ALL INTERIOR SURFACES), TYPICAL COORDINATE LOCATION AND ACCESS TO POWER RECEPTACLES, TYPICAL SCHEDULED PULLS 3" 4" STONE BACKPLASH 4" \A1;4" FULL EXTENSION SOFT CLOSE 22" SLIDES TYPICAL 2'-0"CONTINUOUS SEALANT ALONG ALL COUNTERTOP TO WALL JOINTS, TYPICAL FINISHED FLOOR, TYPICAL CONTINUOUS SOLID SURFACE AND 1-1/2" THICK FINISHED EASED EDGE ON 3/4" THICK MDF, TYPICAL 20 GAUGE METAL BACKING PLATE AND SHIMS AS REQUIRED, TYPICAL 112" 4" 2' - 1 0 " TILE OR OTHER WALL FINISH WHERE APPLICABLE (SEE ELEVATIONS AND FINISH PLANS) SCHEDULED PARTITION 18" 6" 18" ( E Q ) MDF BASE AND SUPPORT RIBS. FINISH BASE WITH PLASTIC LAMINATE, U.O.N., TYPICAL PLASTIC LAMINATE ON MDF SUBSTRATE DRAWERS WITH FULL EXTENSION HEAVY DUTY BALL BEARING GLIDES, TYPICAL. PROVIDE AND INSTALL REMOVABLE MILLWORK DIVIDERS IN TOP TWO DRAWERS, TYPICAL. SEE DRAWING #12 THIS SHEET MELAMINE (COLOR TO MATCH EXTERIOR) ON MDF SUBSTRATE (ALL INTERIOR SURFACES), TYPICAL SCHEDULED PULLS ( E Q ) 18" 4" STONE BACKPLASH A9-4 Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C MILLWORK DETAILS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A9-4 Millwork Details.dwg TITLE TITLETITLE TITLETITLE 20 17 18 1 2 3 4 1014 12 1115 13 9 6 5 19 16 7 8 SCALESCALESCALESCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE 1-1/2" =1'-0" SCALE SCALE SCALE 1-1/2"=1'-0"1-1/2"=1'-0" 1-1/2"=1'-0"1-1/2"=1'-0" 1-1/2"=1'-0" SECTION UPPER CABINET W/ DOOR 1-1/2"=1'-0" SECTION CABINET @ REFRIGERATOR SECTION LOWER CABINET W/ SINK SECTION UPPER CABINET W/O LIGHT SECTION LOWER CAB. W/ DRAWER SECTION LOWER CAB. W/ MICROWAVE SECTION LOWER CAB. W/ DRAWER Project No.6418 Description Peer Review GM 04/11/24 Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a p p ro va l a n d c om p l i a nc e t o m u n i c ipa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jun 18, 2024SIGNED ON PL A N C H E C K 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 02.07.24 ISSUE FOR ENGINEERING MT/SG KA 03.29.24 ISSUE FOR PLAN CHECK MT/SG KA 04.08.24 ADDENDUM A MT/SG KA 04.11.24 ISSUE FOR BID MT/SG KA 05.15.24 MT/SG KA 06.05.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM B ISSUE FOR MILLWORK FABRICATION 06.19.24 ISSUE FOR PLAN CHECK COMMENTS MT/SG KAADDENDUM C A9-5 ROLL-UP DOOR DETAILS Z:\Shared\Documents\DWG'S\6400\18 - 400 S. Baldwin - L7 - Chong Hing Jewelers\11 Production\03 CAD\05 CDs\A\A9-5 Door Details.dwg 1/8"=1'-0" U.O.N Alumatec Pacific Products™1155 West 500 North Centerville, UT 84014TF: 877-770-0181Fax: 801-298-0905Email: info@alumatecpp.com 4" x 4" tube steel column Shaft set colar Drive chain Driven Sprocket Drive Sprocket Micanan Pro-EJE-50 Motor Operator 17.00" Vertical guide Barrel/Pipe Shaft Spring Assembly Head PlateMotor bracket (face mount shown) Plan View roll-up door with face mount motor operator Mount: 4" x 4" Tube Steel Head plate connected to support tube with (2) 1/2" x 5" HHCS grade 5 zinc plated Door travel centerline Motor operator connected to motor bracket using (4) 3/8 x 1-1/2" grade 5 HHCS zince plates Motor operator connected to head plate using (2) 3/8" x 1-1/2" grade 5 carraige bolts zinc plated *Manufacture recomendations CH Premier Jewelers The Shop s at Santa Anita 400 S. Baldwin Ave L5 & L7 Arcadia, CA 91007 KMH 5/8/24 Drawing 1 of 4 Curtain: Guides: Bt. Bar: Bt Cap: KEY REQUIRED TO REMOVE COVER OPEN CLOSE GRILLE / GATEEMERGENCY OPENPULL HANDLEDOWN FULLY TO RETURN TO NORMAL OPERATIONUNLOCK AND RETURN HANDLE TOFULL UP POSITIONOPERATE MOTOR AT PUSHBUTTON STATION ORKEY SWITCH FOR 2 SECONDS UP THEN DOWNUNTIL GATE OR GRILLE OPERATES NORMALLY ERD Mill Clear Clear Clear ALL MOTORS AND KEY SWITCHES TO BE WIRED AND SET BY ELECTRICIAN KEY STATIONS SHOULD BE PLACED IN FULL VIEW OF GRILLE FOR SAFE OPERATION. ACCESS PANEL (BY OTHERS) SHOULD BE PLACED ON MOTOR SIDE OF GRILLE FOR FUTURE ACCESS. 1. Locking: Best 7 pin I.C. Keyed Cylinder (Mall Side) / Thumb-Turn (Store Side) 2. Motor: Micanan PRO JE5011" (1/2 HP - 115 Volt / I Phase / 60 Cycle) - Right Hand Key Switches: 2 BEST Interlocks: Yes -Internal / Shaft: 1¼" 3. 5" x 5" x 1/4" x 40'-0" Steel Support Tubes- Deck Height 33'-0" Slip Joint at Top of tubes with 4" Vertical Slot w. 8"x 4" x 3'16" Steel Angle each side w 3/4" though bolt 4. 14" x 12" Base Plates Door 1 of 4 Tag (A) Quantity: 1 Coil Side Elevation Detail Drawing: S-v12/12 Storefront Section Plan View - Coil Side(Interior) PROJECT: Serial #: Drawn by: Date: MODEL: FINISH:INSTALLATION NOTES: PRODUCTION NOTES: Alumatec Pacific Products1155 West 500 North Centerville, UT 84014Phone: 801-298-0181Fax: 801-298-0905Email: info@alumatecpp.com 18" 18" Interior He i g h t t o t o p o f c o i l 5" Min Slot Cl e a r o p e n i n g h e i g h t He i g h t t o c o i l 13 ' - 2 " 11 ' - 8 " 11 ' - 0 " Exterior 17" 18" 2" CHECK ALL DIMENSIONS AND SIGN FOR APPROVAL *make any changes necessary, sign, and return for production scheduling X__________________ Print Name:________________ Date: ___/___/_____ 2" 9" AT-9 Distance Between Face of Tubes Distance Between Face of Guides (clear opening width) Distance Between Back of Tubes 26'-5" 26'-0" 27'-3"5" 5" 2½" 1½" Bracket PlateAbove CH Premier Jewelers The Shop s at Santa Anita 400 S. Baldwin Ave L5 & L7 Arcadia, CA 91007 KMH 5/8/24 Drawing 2 of 4 Curtain: Guides: Bt. Bar: Bt Cap: KEY REQUIRED TO REMOVE COVER OPEN CLOSE GRILLE / GATEEMERGENCY OPENPULL HANDLEDOWN FULLY TO RETURN TO NORMAL OPERATIONUNLOCK AND RETURN HANDLE TOFULL UP POSITIONOPERATE MOTOR AT PUSHBUTTON STATION ORKEY SWITCH FOR 2 SECONDS UP THEN DOWNUNTIL GATE OR GRILLE OPERATES NORMALLY ERD Mill Clear Clear Clear ALL MOTORS AND KEY SWITCHES TO BE WIRED AND SET BY ELECTRICIAN KEY STATIONS SHOULD BE PLACED IN FULL VIEW OF GRILLE FORSAFE OPERATION. ACCESS PANEL (BY OTHERS) SHOULD BE PLACED ON MOTOR SIDE OF GRILLE FOR FUTURE ACCESS. 1. Locking: Best 7 pin I.C. Keyed Cylinder (Mall Side) / Thumb-Turn (Store Side) 2. Motor: Micanan PRO JE5011" (1/2 HP - 115 Volt / I Phase / 60 Cycle) - Right Hand Key Switches: 2 BEST Interlocks: Yes -Internal / Shaft: 1¼" 3. 5" x 5" x 1/4" x 40'-0" Steel Support Tubes- Deck Height 33'-0" Slip Joint at Top of tubes with 4" Vertical Slot w. 8"x 4" x 3'16" Steel Angle each side w 3/4" though bolt 4. 14" x 12" Base Plates Door 2 of 4 Tag (B) Quantity: 1 Coil Side Elevation Detail Drawing: S-v12/12 Storefront Section Plan View - Coil Side(Interior) PROJECT: Serial #: Drawn by: Date: MODEL: FINISH:INSTALLATION NOTES: PRODUCTION NOTES: Alumatec Pacific Products 1155 West 500 North Centerville, UT 84014 Phone: 801-298-0181 Fax: 801-298-0905 Email: info@alumatecpp.com 18" 18" Interior He i g h t t o t o p o f c o i l 5" Min Slot Cl e a r o p e n i n g h e i g h t He i g h t t o c o i l 13 ' - 2 " 11 ' - 8 " 11 ' - 0 " Exterior 17" 18" 2" CHECK ALL DIMENSIONS AND SIGN FOR APPROVAL *make any changes necessary, sign, and return for production scheduling X__________________ Print Name:________________ Date: ___/___/_____ 2" 9" AT-9 Distance Between Face of Tubes Distance Between Face of Guides (clear opening width) Distance Between Back of Tubes 18'-9" 18'-4" 19'-5"5" 5" 2½" 1½" Bracket PlateAbove CH Premier Jewelers The Shop s at Santa Anita 400 S. Baldwin Ave L5 & L7 Arcadia, CA 91007 KMH 5/6/24 Drawing 3 of 4 Curtain: Guides: Bt. Bar: Bt Cap: KEY REQUIRED TO REMOVE COVER OPEN CLOSE GRILLE / GATEEMERGENCY OPENPULL HANDLEDOWN FULLY TO RETURN TO NORMAL OPERATIONUNLOCK AND RETURN HANDLE TOFULL UP POSITIONOPERATE MOTOR AT PUSHBUTTON STATION ORKEY SWITCH FOR 2 SECONDS UP THEN DOWNUNTIL GATE OR GRILLE OPERATES NORMALLY ERD Mill Clear Clear Clear ALL MOTORS AND KEY SWITCHES TO BE WIRED AND SET BY ELECTRICIAN KEY STATIONS SHOULD BE PLACED IN FULL VIEW OF GRILLE FORSAFE OPERATION. ACCESS PANEL (BY OTHERS) SHOULD BE PLACED ON MOTOR SIDE OF GRILLE FOR FUTURE ACCESS. 1. Locking: Best 7 pin I.C. Keyed Cylinder (Mall Side) / Thumb-Turn (Store Side) 2. Motor: Micanan PRO JE5011" (1/2 HP - 115 Volt / I Phase / 60 Cycle) - Right Hand Key Switches: 2 BEST Interlocks: Yes -Internal / Shaft: 1¼" 3. 4" x 4" x 1/4" x 40'-0" Steel Support Tubes- Deck Height 33'-0" Slip Joint at Top of tubes with 4" Vertical Slot w. 8"x 4" x 3'16" Steel Angle each side w 3/4" though bolt 4. 14" x 12" Base Plates Door 3 of 4 Tag (C) Quantity: 1 Coil Side Elevation Detail Drawing: S-v12/12 Storefront Section Plan View - Coil Side(Interior) PROJECT: Serial #: Drawn by: Date: MODEL: FINISH:INSTALLATION NOTES: PRODUCTION NOTES: Alumatec Pacific Products 1155 West 500 North Centerville, UT 84014 Phone: 801-298-0181 Fax: 801-298-0905Email: info@alumatecpp.com 18" 18" Interior He i g h t t o t o p o f c o i l 5" Min Slot Cl e a r o p e n i n g h e i g h t He i g h t t o c o i l 14 ' - 8 " 13 ' - 2 " 12 ' - 6 " Exterior 17" 18" 2" CHECK ALL DIMENSIONS AND SIGN FOR APPROVAL *make any changes necessary, sign, and return for production scheduling X__________________ Print Name:________________ Date: ___/___/_____ 2" 9" AT-9 Distance Between Face of Tubes Distance Between Face of Guides (clear opening width) Distance Between Back of Tubes 14'-5" 14'-0" 15'-1"4" 4" 2½" 1½" Bracket PlateAbove CH Premier Jewelers The Shop s at Santa Anita 400 S. Baldwin Ave L5 & L7 Arcadia, CA 91007 KMH 5/6/24 Drawing 4 of 4 Curtain: Guides: Bt. Bar: Bt Cap: KEY REQUIRED TO REMOVE COVER OPEN CLOSE GRILLE / GATEEMERGENCY OPENPULL HANDLEDOWN FULLY TO RETURN TO NORMAL OPERATIONUNLOCK AND RETURN HANDLE TOFULL UP POSITIONOPERATE MOTOR AT PUSHBUTTON STATION ORKEY SWITCH FOR 2 SECONDS UP THEN DOWNUNTIL GATE OR GRILLE OPERATES NORMALLY ERD Mill Clear Clear Clear ALL MOTORS AND KEY SWITCHES TO BE WIRED AND SET BY ELECTRICIAN KEY STATIONS SHOULD BE PLACED IN FULL VIEW OF GRILLE FOR SAFE OPERATION. ACCESS PANEL (BY OTHERS) SHOULD BE PLACED ON MOTOR SIDE OF GRILLE FOR FUTURE ACCESS. 1. Locking: Best 7 pin I.C. Keyed Cylinder (Mall Side) / Thumb-Turn (Store Side) 2. Motor: Micanan PRO JE5011" (1/2 HP - 115 Volt / I Phase / 60 Cycle) - Right Hand Key Switches: 2 BEST Interlocks: Yes -Internal / Shaft: 1¼" 3. 4" x 4" x 1/4" x 40'-0" Steel Support Tubes- Deck Height 33'-0" Slip Joint at Top of tubes with 4" Vertical Slot w. 8"x 4" x 3'16" Steel Angle each side w 3/4" though bolt 4. 14" x 12" Base Plates Door 4 of 4 Tag (D) Quantity: 1 Coil Side Elevation Detail Drawing: S-v12/12 Storefront Section Plan View - Coil Side(Interior) PROJECT: Serial #: Drawn by: Date: MODEL: FINISH:INSTALLATION NOTES: PRODUCTION NOTES: Alumatec Pacific Products 1155 West 500 North Centerville, UT 84014 Phone: 801-298-0181 Fax: 801-298-0905 Email: info@alumatecpp.com 18" 18" Interior He i g h t t o t o p o f c o i l 5" Min Slot Cl e a r o p e n i n g h e i g h t He i g h t t o c o i l 13 ' - 2 " 11 ' - 8 " 11 ' - 0 " Exterior 17" 18" 2" CHECK ALL DIMENSIONS AND SIGN FOR APPROVAL *make any changes necessary, sign, and return for production scheduling X__________________ Print Name:________________ Date: ___/___/_____ 2" 9" AT-9 Distance Between Face of Tubes Distance Between Face of Guides (clear opening width) Distance Between Back of Tubes 10'-2" 9'-9" 10'-10"4" 4" 2½" 1½" Bracket PlateAbove Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 M0.1 SCOPE OF WORK TENANT IMPROVEMENT - RETAIL MECHANICAL SCOPE NEW DISTRIBUTION OF AIR AND BALANCING, PROVIDING NEW DUCTWORK, DIFFUSERS & REGISTERS. MOUNTING HEIGHT OVER OBSTRUCTION 24" MAX.TOP OF 46 " M A X . FINISH FLOOR 34 " M A X . 48 " M A X . FINISH FLOOR OUTLET, CONTROL THERMOSTAT, SWITCH, MATERIALS) TO BE GUARANTEED FOR ONE YEAR FROM THE TIME OF THE PROVIDE VOLUME DAMPERS IN EACH SUPPLY AND EXHAUST/RETURN BRANCH DUCT ENTIRE INSTALLATION (INCLUDING NEW ACCESSORY EQUIPMENT, LABOR AND CONTRACTOR TO COORDINATE FINAL DIFFUSER LOCATION WITH ARCHITECTURAL NO COMBUSTIBLE MATERIAL SHALL BE EXPOSED WITHIN THE DUCTS OR PLENUMS INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE INSTALL FIRE DAMPERS OR CSFD ON ALL DUCTS PENETRATING FIRE RATED ENCLOSURES USED TO CONVEY CIRCULATING AIR. MATERIALS EXPOSED SHALL HAVE FLAME BENEFICIAL USE. DRAWINGS. OUTLET AS FAR AWAY FROM DIFFUSER AS POSSIBLE. AND PARTITIONS, AND TUNNEL CEILINGS. THAN 50. CONTRACTOR SHALL PROVIDE COMPLETE SET OF SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION WORK FOR REVIEW BY ARCHITECT/ENGINEER. IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. OVERCURRENT DEVICES AND ELECTRIC CONTROL COMPONENTS. SHALL BE AVAILABLE TO THE INSPECTOR DURING CONSTRUCTION. INCHES WIDE. SHALL BE MAINTAINED IN FRONT OF ALL SWITCHES, ON THE DRAWINGS AND AFFECT MECHANICAL WORK, INFORM ARCHITECT CONDITIONS. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ALL DUCTWORK AND PIPING WITH ALL OTHER NEW WORK AND EXISTING LOCATIONS OF DUCTWORK IS APPROXIMATE. ALL DRAWINGS AND LAYOUT ARE DIAGRAMMATIC TO SHOW DESIGN INTENT ONLY. CONTRACTOR TO COORDINATE ALL EQUIPMENT SHALL BE UL-LISTED AND MANUFACTURER SPECIFICATIONS A MINIMUM OF 36 INCHES CLEAR WORKING SPACE, NOT LESS THAN 30 ALL CONTROL WIRING CONDUIT AND COMPONENTS FOR A FULLY-OPERATIONAL SYSTEM SHALL BE UNDER THIS DIVISION. 15. 16. 17. 14. 13. 12. 11. 10. 8. 9. 7. AND SAFE OPERATION, EXAMINATION, AND MAINTENANCE. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA ALL MECHANICAL, ELECTRICAL, AND CONTROL EQUIPMENT TO PERMIT READY ACCESS AND WORKING SPACE MUST BE PROVIDED AND MAINTAINED AROUND MECHANICAL CODES (CMC2022) AND OTHER REGULATIONS. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNER'S USE. 1. A MAINTENANCE LABEL SHALL BE AFFIXED TO MECHANICAL EQUIPMENT AND INSTALLING ANY MATERIAL OR EQUIPMENT. 6. 5. 4. 3. GENERAL NOTES PROVIDE COMPLETE NEBB/AABC CERTIFIED AIR BALANCING FOR THE INDICATED AIR QUANTITIES. THERMOSTAT SHALL BE LOCATED BESIDE LIGHT SWITCH. SEE ACCESIBILITY DETAIL AT THIS SHEET. 2.PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR THE LATERAL AND VERTICAL SUPPORT OF PIPING AND MECHANICAL EQUIPMENT ETC., COORDINATE WITH STRUCTURAL DRAWINGS FOR DETAILS IF APPLICABLE. ALL DUCTWORKS WITH NET LINED DUCT DIMENSIONS AND 90 DEGREES ELBOWS SHALL HAVE TURNING VANES. 18. ACCESSIBILITY DETAIL NEW ROOFTOP PACKAGED AC UNIT, VAV-BOXES AND CONTROLS. MANDATORY REQUIREMENT NOTES OF R-8, UNLESS DUCTS ARE IN CONDITIONED SPACE. CONVEYING HEATED OR COOOLED AIR SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL REQUIREMENTS OF CHAPTER 6 OF THE 2007 CMC. SUPPLY AIR AMD RETURN AIR DUCTS DUCTS OR PLENUMS, SHALL BE INSTALLED, SEALED AND INSULATED TO MEET THE F) CAVITIES, MECHANICAL CLOSETS, AIR HANDLER BOXES AND SUPPORT PLATFORMS USED AS ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS, INCLUDING, BUT LIMITED TO, BUILDING O) I) AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED. CIRCULATING SERVICE WATER HEATING SYSTEMS SHALL HAVE A CONTROL CAPABLE OF LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE CONTROLS THAT LIMIT THE WATER SUPPLY THE PIPING FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING SYSTEMS SHALL BE INSULATED IN ACCORDANCE WITH TABLE 123-A. SHUT OFF OR REDUCED TO A MINIMUM. SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS RANGE OR DEAD BAND OF AT LEAST 5°F WITHIN WHICH THE CONTROLS SHALL BE CAPABLE OF PROVIDING A TEMPERATURE TO CONTROL BOTH HEATING AND COOLING, THE THERMOSTATIC BOTH A AND B CONDITIONS TO CONTROL BOTH HEATING UP TO 85°F OR HIGHER TO CONTROL COOLING; OR DOWN TO 55°F OR LOWER TO CONTROL HEATING; OR N) M) AND COOLING. 3) c) b) a) SENSORS; THE THERMOSTATIC CONTROLS FOR HVAC SYSTEMS SHALL MEET THE FOLLOWING EXCEPTION: AREA WITH THE DESIGN SUMMER OUTDOOR TEMPERATURE OF EXCEPTION: AREA WITH THE DESIGN WINTER OUTDOOR TEMPERATURE OF CONTROL DEVICE COMPLYING WITH SECTION 119(c), WITH AN ACCESSIBLE EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT: ONE-HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED. THREE COMPLETE AIR CHANGES SHALL BE SUPPLIED TO THE ENTIRE BUILDING DURING THE THE LESSER OF THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY SECTION 121(b)2, OR OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS 2)AUTOMATICALLY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS LOCALLY OR REMOTELY, BY ADJUSTMENT OR SELECTION OF THERMOSTATIC CONTROLS SHALL BE CAPABLE OF BEING SET, AN INDIVIDUAL THERMOSTATIC CONTROL. EACH SPACE CONDITIONING ZONE SHALL BE CONTROLLED BY PROVIDES MECHANICAL COOLING A SETUP COOLING THERMOSTAT SETPOINT, IF THE SYSTEM PROVIDES MECHANICAL HEATING; AND A SETBACK HEATING THERMOSTAT SETPOINT, IF THE SYSTEM REQUIREMENTS AS APPLICABLE: LESS THAN 100°F. 2) 1) L) GREATER THAN 32°F. REQUIRED TO MAINTAIN: b) a) MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM FOR UP PERIODS OF NON-USE AND SHALL HAVE AN AUTOMATIC TIME SWITCH ARE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN. J) TO 4 HOURS; AND 1) K) A) JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED ALL INSULATING MATERIAL SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAMESPREAD THE BUILDER SHALL PROVIDE THE BUILDING OWNER OR THE PERSON(S) RESPONSIBLE FOR BUILDING MAINTENANCE (IN CASE OF MULTI-TENANT OR CENTRALLY OPERATED SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE IN THE BUILDING, AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. AND MECHANICAL DEVICES, CONSERVATION OR SOLAR DEVICES INSTALLED HEATING, AND LIGHTING SYSTEMS AND FEATURES, MATERIALS, COMPONENTS RATING SMOKE DENSITY REQUIREMENTS OF THE CBC. BUILDINGS) AT OCCUPANCY THE FOLLOWING: IS DESIGNED TO PROVIDE TO EACH AREA. OUTDOOR AND RECIRCULATED AIR THAT THE VENTILATION SYSTEM VENTILATION INFORMATION. A DESCRIPTION OF THE QUANTITIES OF LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING THE MAINTENANCE MAINTENANCE OPERATION. REQUIRED ROUTINE MAINTENANCE ACTION OPERATING INFORMATION. A LIST OF THE HEATING, COOLING, WATER MANUAL. 3) 2) 1) G) E) MANUFACTURED FENESTRATION PRODUCTS AND EXTERIOR DOORS SHALL: 10-111(a)2 IF THE PRODUCT IS RATED USING NFRC PROCEDURES. HAVE A PERMANENT LABEL MEETING THE REQUIREMENT OF SECTION TO LIMIT INFILTRATION AND EXFILTRATION. D) AND THE INSTALLED R-VALUE. 2) C) 1) STATE THE BUILDING PERMIT NUMBER UNDER WHICH THE CONSTRUCTION SUCH DEVICES GIVEN IN THE PLANS AND SPECIFICATIONS APPROVED BY TO THE APPLIANCE STANDARDS AND PART 6 AND THE REQUIREMENTS FOR INCLUDE A STATEMENT INDICATING THAT THE INSTALLED DEVICES CONFORM IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH THE APPLIANCE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION CONSISTENT WITH THE PLANS AND THE REQUIREMENTS OF SECTION 10-103(a)2.A. THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE OR INSTALLATION WAS PERFORMED. THE LOCAL ENFORCEMENT AGENCY. B) 3) STANDARDS AND TITLE 24, PART 6. 2) 1) THE PERSON WITH OVERALL RESPONSIBILITY FOR CONSTRUCTION OR THE PERSON RESPONSIBLE FOR THE INSTALLATION OF REGULATED MANUFACTURED DEVICES SHALL POST, OR MAKE AVAILABLE WITH THE BUILDING PERMIT(S) ISSUED FOR THE BUILDING, THE INSTALLATION CERTIFICATE(S) FOR MANUFACTURED DEVICES REGULATED BY THE APPLIANCE STANDARDS OR PART 6. SUCH INSTALLATION CERTIFICATE(S) SHALL BE MADE AVAILABLE TO THE ENFORCEMENT AGENCY FOR ALL APPROPRIATE INSPECTIONS. THESE CERTIFICATES SHALL: -SEC.10-103(a)3A -SEC.10-103(a)4 -SEC.166 (a) HAVE TEMPORARY LABEL MEETING THE REQUIREMENTS OF SEC.10-111(a)1, NOT TO BE REMOVED BEFORE INSPECTION BY THE ENFORCEMENT AGENCY, LISTING THE CERTIFIED U-VALUE AND SHGC, AND CERTIFYING THAT THE AIR LEAKAGE REQUIREMENTS OF SECTION 116(a)1 ARE MET FOR EACH PRODUCT LINE; AND -SEC.117 -SEC.118 (c) -SEC.124 (a) -SEC.123 -SEC.10-103 (c) -SEC.121(c) 2 -SEC.122 (f) -SEC.122 (e) -SEC.122 (a)(b) -SEC.113 (c) 2 TEMPERATURE TO 110°F.-SEC.113 (c) 3 P) GREATER THAN 25 AND A SMOKE-DEVELOPED IDEX NOT GREATER THAN 50 WHEN TESTED AS MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD INDEX NOT A COMPOSITE PRODUCT PER TEST METHODS LISTED IN CHAPTER 6 OF THE 2013 CMC CODE. Q)PROVIDE MERV-13 FILTERS TO RETURN SIDE OF FAN-COIL UNIT. -SEC.120.1 (b)(c) APPLICABLE CODES: 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (CAC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE-24, PART 1 2022 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 (2018 IBC WITH CALIFORNIA AMENDMENTS) WITH CITY OF ARCADIA AMENDMENTS 2022 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 (2017 NEC WITH CALIFORNIA AMENDMENTS) WITH CITY OF ARCADIA AMENDMENTS 2022 CALIFORNIA MECHANICAL CODE (CMC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4 (2018 UMC WITH CALIFORNIA AMENDMENTS) WITH CITY OF ARCADIA AMENDMENTS 2022 CALIFORNIA PLUMBING CODE (CPC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5 (2018 UPC WITH CALIFORNIA AMENDMENTS) WITH CITY OF ARCADIA AMENDMENTS 2022 CALIFORNIA ENERGY CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24 CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6 2022 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9 (2018 INTERNATIONAL FIRE CODE WITH CALIFORNIA AMENDMENTS) WITH CITY OF ARCADIA AMENDMENTS 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE-24, PART 11 WITH CITY OF ARCADIA AMENDMENTS TITLE 19, CALIFORNIA CODE OF REGULATIONS (CCR) DIVISION 1, STATE FIRE MARSHAL REGULATIONS 2022 CALIFORNIA BUILDING CODE CHAPTER 35 REFERENCE STANDARDS NFPA 13-16: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS WITH CALIFORNIA AMENDMENTS NFPA 72-16: NATIONAL FIRE ALARM AND SIGNAL CODE WITH CALIFORNIA AMENDMENTS NFPA 99-15: HEALTHCARE FACILITIES CODE SYMBOLS & ABBREVIATIONS TRD TRANSFER DUCT UTR UP THRU ROOF TEMP TEMPERATURE DTR DOWN THRU ROOF VD VOLUME DAMPER WB WET BULB WC WATER COLUMN WG WATER GAUGE SMOKE DETECTORSD SP SQ. FT. PRESSURE DROPPD NUMBERNO. HORSE POWER HZ HERTZ IN INCHES (L)LINED DUCTWORK LB POUND MAU MAKE UP AIR UNIT MAX MAXIMUM MBH THOUSAND BTU PER HOUR MHP MOTOR HORSEPOWER MIN MINIMUM MANUF MANUFACTURER OPER WT OPERATING WEIGHT POC POINT OF CONNECTION RA RETURN AIR RL REFRIGERANT LIQUID SA SUPPLY AIR STATIC PRESSURE SQUARE FEET TA THROW AWAY FEET PER MINUTE FEET FPM FT. FA ENTERING WET BULBEWB FILTER DEGREE FAHRENHEIT FREE AREA (SQUARE FEET) FAN COIL UNIT FULL LOAD AMPERES F °F FCU FLA DB DRY BULB DIA DIAMETER DR DRAIN EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EL ELEVATION ELEC ELECTRICAL ENT ENTERING BRAKE HORSEPOWER BRITISH THERMAL UNIT BTU PER HOUR CEILING DIFFUSER CUBIC FEET PER MINUTE CONDENSATE CONNECTION CONTINUATION CEILING REGISTER/RETURN CUBIC FEET COMBINATION SMOKE/FIRE DAMPERCSFD CUFT CR CONT CONN COND CFM CD BTUH BTU BHP BACKDRAFT DAMPERBDD AIR CONDITIONINGAC AMBIENTAMB ABOVE FINISHED FLOORAFF AUTOMATIC CONTROL DAMPERACD FIRE ALARM PANELFAP TI TENANT IMPROVEMENT BOTTOM OF PIPEBOP CAPPED FOR FUTURECFF BOTTOM OF DUCTBOD HP RPM REVOLUTION PER MINUTE RS REFRIGERANT SUCTION DISC.DISCONNECT MT'D MOUNTED NOT TO SCALENTS BUILDINGBLDG POD POINT OF DEMOLITION PSI POUNDS PER SQUARE INCH (E)EXISTING NEW(N) TS SPACE TEMPERATURE T THERMOSTAT S TEMPERATURE SENSOR SENSOR DRAW INDEX M0.1 GENERAL NOTES, SYMBOLS, LEGENDS & ABBREVIATION LIST M0.2 EQUIPMENT SCHEDULES & SPECIFICATIONS M1.1 MECHANICAL REMODEL PLAN RTU ROOF TOP UNIT M1.2 MECHANICAL ROOF PLAN M0.3 CA TITLE-24 APPLICABLE SMACNA DETAIL USE PIER OR CURB BASE SEGMENTED OR STAMPED ONLY, NO ADJUST, GORE ELBOWS PROVIDE METAL NOSING FOR VELOCITIES ABOVE 2500FPM METAL BOX BEHIND DIFF. NO 90DEG. FLEX ELBOW ALLOWED DO NOT USE SPLIT SLEEVE TYPE INLET & OUTLET AREAS SHALL BE EQUAL W1 MUST EQUAL W2 USE DOUBLE THICKNSS VANES ONLY, MIN. 4-1/2"R USE TYPE RE1 & RE2 ONLYRECTANGULAR ELBOWS VANES & VANES RUNNERS VANE SUPPORT IN ELBOWS DIVIDED FLOW BRANCHES BRANCH CONNECTIONS OFFSETS & TRANSITIONS DUCT ACCESS DOORS ACCESS DOOR-ROUND DUCT VOLUME DAMPERS-SINGLE BLADE GRILLE & REGISTER CONNECTIONS CEILING DIFFUSER BRANCH DUCT LINEAR DIFFUSER PLENUM FLEXIBLE CONNECTION AT FAN DUCT LINER INSTALLATION LINER FASTENER OPTIONAL HAT SECTION DUCT LINER INTERRUPTION ROUND DUCT ELBOWS CONICAL TEES FLAT OVAL DUCTS ROOF TOP DUCT INSTALLATION EQPT & DUCT SUPPORT FLUSHING6 - 4 6 - 3 3 - 7 3 - 6 3 - 4 7 - 14 7 - 13 7 - 12 7 - 11 7 - 8 10 - 1 7 - 7 7 - 6 7 - 4 7 - 3 7 - 2 4 - 7 4 - 6 4 - 5 4 - 4 4 - 3 4 - 2 REMARKSNAMEFIG.# 2. FOR DUCT CONSTRUCTION, HANGERS AND SUPPORTS, SEE SPECIFICATIONS NOTES: 1. BASED ON SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL & FLEXIBLE, THIRD EDIT.2005 GENERAL NOTES, SYMBOLS, LEGENDS & ABBREVIATION LIST M2.0 MECHANICAL DETAILS Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 M0.2 EQUIPMENT SCHEDULE & SPECIFICATIONS SUPPLY AIR DIFFUSER SCHEDULE FO R G Y P S U M B O A R D C E I L I N G , U S E S U R F A C E FACE DIMENSION 7 BRANCH DUCT RETURN, TRANSFER & EXHAUST REGISTER/GRILLE SCHEDULE 300 ER EAG, EAR 300 RAG, RAR 300 3 UN L E S S O T H E R W I S E N O T E D O N P L A N S , R E T U R N & E X H A U S T G R I L L E S A R E 2 4 " x 2 4 " F A C E D I M E N S I O N AS S H O W N . FO R A C O U S T I C A L C E I L I N G , U S E F L U S H M O U N T E D TI T U S P A R 3 W I T H O B D . FO R G Y P S U M B O A R D C E I L I N G , U S E S U R F A C E MO U N T E D T I T U S P A R 1 - A A W I T H O B D . FO R S I D E W A L L , U S E T I T U S 3 5 5 F L W I T H O B D . 20"x20"1001-1300 22"x22"1301-1700 18"x18" 16"x16" 14"x14" 12"x12" 10"x10" 8"x8" (*)6"x6" 1 4 651-800 801-1000 451-650 301-450 2 6 151-300 71-150 UP TO 70 SYMBOL FACE DIMENSIONNECK SIZETYPE CFM RANGE 1 4 23 12"x12" FACE DIMENSION AS SHOWN. USE SURFACE EXHAUST GRILLES FOR RESTROOM/LOCKERS SHALL BE 16"Ø 18"Ø PROVIDE DUCT ADAPTER EQUIVALENT RECTANGULAR DUCT. NOISE LEVEL NOT TO EXCEED NC 30 (U.O.N) FURNISHED WITH SQUARE TO ROUND TRANSITION INLET COLLAR FOR EASY DUCT CONNECTION OR ARCH. DWGS. FOR FRAME STYLE TYPES. UNLESS OTHERWISE NOTED ON DRAWINGS. TO SUIT CEILING GRID SYSTEMS REFER TO IN CFM IS INDICATED NEXT TO EXHAUST AIR INLET. AIR FLOW RATE IN ALL DIRECTION. AIR FLOW RATE ALL AIR DISTRIBUTION CORES TO PROVIDE EQUAL MOUNTED ALUMINUM TYPE.. 14"Ø 14"Ø 12"Ø 10"Ø 6 (*) 5 4 9"Ø 7"Ø 6"Ø 3 2 1 DI R E C T I O N A L A I R P A T T E R N A N D M O D U L A R C O R E . PE R F O R A T E D F A C E S U P P L Y A I R D I F F U S E R W I T H SR SAD 300 300 12"x12" IN S T A L L V O L U M E D A M P E R I N A L L B R A N C H D U C T . MA N U F A C T U R E R : T I T U S S E R I E S P M C W I T H O B D . UN L E S S O T H E R W I S E N O T E D O N P L A N S , D I F F U S E R S AR E 2 4 " x 2 4 " F A C E D I M E N S I O N A S S H O W N . FO R A C O U S T I C A L C E I L I N G , U S E F L U S H M O U N T E D 14"x14" 18"x18" 16"x16" TI T U S P M C 3 W I T H O B D . 10"x10" 8"x8" 6"x6"(*) REMARKS TYPESYMBOL NECK SIZE CONN. AIR FLOW RATE IN ALL DIRECTION. AIR FLOW RATE ALL AIR DISTRIBUTION CORES TO PROVIDE EQUAL TO SUIT CEILING GRID SYSTEMS REFER TO INLET COLLAR FOR EASY DUCT CONNECTION OR FURNISHED WITH SQUARE TO ROUND TRANSITION INSULATE SUPPLY AIR DIFFUSER PLENUM AND ADAPTER. IN CFM IS INDICATED NEXT TO SUPPLY AIR OUTLET. UNLESS OTHERWISE NOTED ON DRAWINGS. ARCH. DWGS. FOR FRAME STYLE TYPES. NOISE LEVEL NOT TO EXCEED NC 30 (U.O.N) EQUIVALENT RECTANGULAR DUCT. DIFFUSERS FOR RESTROOM SHALL BE 12"x12" FACE DIMENSION AS SHOWN. 14"Ø 9"Ø201-300 MO U N T E D T I T U S P M C 1 - A A W I T H O B D . FO R S I D E W A L L , U S E T I T U S 3 0 0 F S W I T H O B D . 301-400 501-650 401-500 12"Ø 10"Ø 101-150 151-200 UP TO 100 7"Ø 8"Ø 6"Ø PROVIDE DUCT ADAPTER 7 (*) 6 5 4 3 1 2 BRANCH DUCTCFM RANGE REMARKS 34x14 32x14 26x14 28x14 UNLESS OTHERWISE INDICATED ON PLANS, DUCT SIZES SHALL BE PER CHART. DUCT SIZES INDICATED ARE INSIDE DIMENSIONS WHICH MAY BE ALTERED BY CONTRACTOR TO OTHER DIMENSIONS TO AVOID INTERFERENCES AND CLEARANCE REQUIREMENTS. USE EQUAL FRICTION METHOD BASED ON 0.08 INCH PER 100 FT. TO ESTABLISH MAKE ALL FIELD MEASUREMENTS AND SHOP DRAWINGS NECESSARY FOR FABRICATION AND ERECTION OF SHEET METAL WORK. MAKE ALLOWANCES FOR BEAMS, PIPES OR OTHER OBSTRUCTION OR FOR WORK OF OTHER TRADES AND NOTIFY THE ARCHITECT IN THE EVENT OF ANY POTENTIAL INTERFERENCES. 3601 TO 3900 3201 TO 3600 2601 TO 2900 2901 TO 3200 REMARKS: ALTERNATE DUCT SIZES. 10x4 OR 6"Ø SIZE(IN) DUCT SIZING CHART LOW PRESSURE 10x8 OR 10"Ø 10x6 OR 8"Ø 12x10 OR 12"Ø 14x12 OR 14"Ø 18x12 20x14 18x14 16x12 24x14 22x14 UP TO 100 1201 TO 1400 1701 TO 2000 1401 TO 1700 2301 TO 2600 2001 TO 2300 401 TO 600 601 TO 900 901 TO 1200 101 TO 200 201 TO 400 CFM 400 MANUFACTURER &MODEL NOS.SYMBOL SERVED AREALOCATION NEW FAN SCHEDULE CFMTYPE S.P.(IN)VOLT-PH. MOTOR ACCESSORIESOPERATING WT. (LBS.)RPM REMARKS HPQTY 1 CEILING MECHANICAL SPECIFICATIONS ACCESSORIES: REMARKS: 1 1 SEE PLANS INSULATION. SECURE WITH WIRE BANDS 18 INCH ON CENTER. CODE, (ENERGY EFFICIENCY STANDARDS) REQUIREMENTS INSULATION THICKNESS AND "K" SHALL BE AS PER THE CA-TITLE-24 ENERGY FACTORY APPLIED ALL SERVICE VAPOR BARRIER JACKET. INSULATION SHALL WITH PHENOLIC RESIN AND MOLDED INTO HOLLOW CYLINDER COVERED WITH PIPE INSULATION SHALL BE ONE PIECE CONSISTING OF GLASS FIBER BONDED DUCTWORK INSULATION AT 1-1/2 INCH SHALL BE INORGANIC GLASS FIBER "MICROLITE" AND ADHESIVE SHALL BE BENJAMIN FOSTER 85-20 OR EQUAL. OF 0.31 MAXIMUM AT 75°F. MEAN TEMPERATURE. INSULATION SHALL BE MANVILLE FLEXIBLE BLANKET (0.75 PCF) WITH ALUMINUM FOIL FACE, WITH A "K" FACTOR CONTRACTOR SHALL INSULATE ALL NEW SUPPLY AIR DUCTWORK WITH BLANKET EXCEEDING FLAME AND SMOKE DEVELOPMENT OF 25/50 AS TESTED BY STANDARD NO. AND HAVE A COMPOSITE FIRE HAZARD CLASSIFICATION NOT GENERAL: INSTALLED PRODUCTS SHALL MEET THE REQUIREMENTS OF NFPA SUBMIT SHOP DRAWINGS AND MANUFACTURER'S DATA FOR THE FOLLOWING MADE IN A TIMELY MANNER, TO ALLOW FOR REVIEW WITHOUT DELAYING SUBMIT 4 COPIES OF ALL REQUESTED SUBMITTALS. SUBMITTALS SHALL BE USING THE SERVICES OF AN INDEPENDENT CERTIFIED AIR BALANCE SPECIALIST. BALANCE ALL DIFFUSERS, REGISTERS, AND VOLUME DAMPERS TO RTU/MAU/EF UNITS ALL SYSTEMS AND EQUIPMENT AND REMOVE ALL DEBRIS FROM SITE. AFTER INSTALLATION HAS BEEN COMPLETED, THE CONTRACTOR SHALL CLEAN PROVIDE ADEQUATE MEANS FOR PROTECTING ALL FINISHED AREAS AND CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE OWNER AND OBTAIN CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. IN ALL OF THE CONTRACT DOCUMENTS, AND VERIFY THIS INFORMATION AT THE ESSENTIALLY DIAGRAMMATIC, THE CONTRACTOR SHALL MAKE USE OF ALL DATA FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE ALL REQUIRED PERMITS, LICENSES AND INSPECTION FEES SHALL BE PAID BY IN BEHALF OF THE CONTRACTOR, FOR ANY ERRORS THROUGH NEGLIGENCE ON SPECIFIED. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION, ACCEPTANCE OF THE SURFACES AND CONDITIONS TO PERFORM THE WORK AS INDICATED ON THE PLANS. THE COMMENCEMENT OF WORK SHALL IMPLY BID PROPOSAL SHALL INCLUDE ANY EXCEPTIONS TAKEN TO THE ARRANGEMENT SHALL EXAMINE ALL EXISTING FACILITIES, CONDITIONS AND SURFACES, THE OF NEW INSTALLATIONS WITH EXISTING SYSTEM IS REQUIRED, THE CONTRACTOR OBLIGED TO OPERATE IN PERFORMING HIS CONTRACT. WHERE THE INTERFACING THE PREMISES AND UNDERSTOOD THE CONDITIONS WHICH HE WILL BE FAMILIAR WITH THE PLANS AND SPECIFICATIONS AND SHALL HAVE EXAMINED BEFORE SUBMITTING PROPOSALS FOR THIS WORK, EACH BIDDER SHALL BE OF ARCADIA UNIFORM MECHANICAL CODES AND OTHER APPLICABLE REGULATIONS. CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE AND THE CITY ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF CALIFORNIA BUILDING THE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO THE FOLLOWING BE A MINIMUM OF ONE INCH THICK. D. E. EQUIPMENTS AGAINST DAMAGE DURING CONSTRUCTION. DIFFUSERS, REGISTERS AND GRILLES EXHAUST FAN APPROVAL, BEFORE ANY BUILDING SYSTEM IS SHUT DOWN. ASTM II. PART TWO - PRODUCTS 2.01 INSULATION A. B. C. 1.02 SUBMITTALS DUCTWORK INSULATION ITEMS: THE PROJECT. G. H. I. A. B. 3. 2. 1. 4. NOTES AND SPECIFICATIONS. PROJECT SITE. THE CONTRACTOR. HIS PART. B. D. C. F. E. MECHANICAL SPECIFICATIONS PART ONE - GENERAL 1.01 GENERAL REQUIREMENTS A. G.EACH BRANCH DUCT SHALL BE PROVIDED WITH A VOLUME DAMPER. SEAL ALL NOT IN AGREEMENT WITH THE PLANS, HE SHALL REFER THE MATTER TO SHOULD THE CONTRACTOR FIND ANY EQUIPMENT OR CONDITION THAT IS RELOCATE OR ARRANGE FOR RELOCATION OF EXISTING PIPES, CONDUITS ARE TO REMAIN PREVENT THE INSTALLATION OF NEW WORK AS INDICATED, CONSTRUCTION. WHERE EXISTING PIPES, CONDUITS AND/OR DUCTS WHICH WORK NOTED AND REQUIRED BY REMOVAL OR CHANGES IN EXISTING DISCONNECT, REMOVE OR RELOCATE MATERIALS, EQUIPMENTS AND OTHER INSTALL EQUIPMENT AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE 3.03 INSTALLATION AND INTERFACE WITH EXISTING WORK AND SURFACES IN ACCORDANCE WITH NEBB MANUALS. BALANCING BUREAU (NEBB). ALL TESTING AND BALANCING SHALL BE DONE ARCHITECT. SUCH FIRM SHALL BE A MEMBER OF NATIONAL ENVIRONMENTAL FIRM SPECIALIZING IN BALANCING AND TESTING AND APPROVED BY THE THE BALANCING AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT THE ARCHITECT. AND/OR DUCTS. PART THREE - EXECUTION 3.01 AIR TEST BALANCE 3.02 CONTROLS WITH THE MANUFACTURER'S PRINTED RECOMMENDATION. JOINTS AND SEAMS OF NEW DUCTWORK.C. A. A. B. END OF SPECIFICATIONS DIFFUSERS WITHOUT DAMPERS OR CORES. CEILING RETURN AIR GRILLES SHALL BE IDENTICAL IN APPEARANCE TO THE DIFFUSERS SHALL BE FINISHED WITH BAKED WHITE ENAMEL. PATTERN SHALL BE 4-WAY BLOW, UNLESS NOTED OTHERWISE ON THE DRAWINGS. AND OPPOSED BLADE DAMPER, SIMILAR TO PRICE SCVD MODEL. CEILING DIFFUSERS SHALL BE PERFORATED FACE WITH ADJUSTABLE CORE COLOR AND FINISH AS THE AIR OUTLETS. WHERE FACE SCREWS ARE USED FOR MOUNTING, THEY SHALL BE THE SAME INSTALLED AND CAREFULLY LOCATED WITH RESPECT TO LIGHTING FIXTURES. AIR DIFFUSION COUNCIL (ADC). ALL DIFFUSERS AND GRILLES SHALL BE GENERAL: PERFORMANCE AND SOUND RATING SHALL BE CERTIFIED BY THE 2.03 DIFFUSERS, REGISTERS AND GRILLES 2.05 CEILING MOUNTED EXHAUST FANS DIFFUSER AND GRILLE CAPACITIES AS INDICATED ON DRAWINGS.GYBOARD CEILINGS DIFFUSERS AND GRILLES SHALL BE SUITABLE FOR INSTALLATION IN TO MINIMIZE VIBRATION WHEN FANS ARE OPERATING. SUPPORT AND BRACE DUCTS AND AIR PLENUMS TO PREVENT SAGGING AND WITH THE GUIDELINES OF THE LATEST APPLICABLE SMACNA MANUALS ALL FABRICATION AND INSTALLATION OF DUCTWORK SHALL BE IN ACCORDANCE ACCORDANCE WITH UL-181 CLASS 1 AND NOT EXCEED FLAME AND SMOKE 1-1/2 TIMES THE DUCT DIAMETER. THE DUCT SHALL BE LABELED IN CENTER AND ALL TURNS SHALL HAVE MINIMUM CENTER LINE RADIUS OF EXCEED 5 FEET. THE DUCT SHALL BE SUPPORTED AT MAXIMUM 3 FEET ON IN AN EXTERIOR VAPOR BARRIER JACKET. WITH A MAXIMUM LENGTH NOT TO HELIX SPRING PERMANENTLY BONDED TO AN INTERIOR LINER, AND SHEATHED INSULATED FLEXIBLE DUCTS SHALL BE FACTORY PRE-INSULATED, SPIRAL CIRCULAR DUCTWORK SHALL BE GALVANIZED STEEL FOR SPIRAL CONSTRUCTION. CONTRACTORS ASSOCIATION (SMACNA) MANUALS (WHICHEVER IS MORE REQUIREMENTS OF THE LATEST SHEET METAL AND AIR CONDITIONING GAUGES SHALL BE IN ACCORDANCE WITH CODE REQUIREMENTS AND THE CAPABLE OF DOUBLE SEAMING WITHOUT FRACTURE, MEETING ASTM 526-64-T. GENERAL: GALVANIZED STEEL SHEETS SHALL BE FIRST QUALITY COLD-ROLLED, 2.02 DUCTWORKS RATING OF 25/50. STRINGENT. B. C. F. E. A. A. REFER TO FAN SCHEDULES FOR VOLTAGE AND CAPACITIES. USE PROGRAMMABLE THERMOSTATS. PACKAGED HEATPUMP ROOFTOP UNIT5. GREENHECK CEILNG 90 0.12 1 1 INTERLOCKED WITH LIGHT SWITCH 2W/BDD INSTALLED W/ PRE-FAB CURB CABINET 1/6 700 20 2 1 CEILING SEE PLANS 90 0.12 1 1GREENHECK SP-B90 700 201/6CEILNG CABINET 115-1 115-1 BELT DRIVE SP-B90 VAV BOX WITH ELECTRIC HEAT6. 2 2 2 2 PROVIDE NEW PROGRAMMABLE THERMOSTAT ACCESSORIES: REMARKS:4 1 1 2SN#3606U22241 3 TOT./SENS(MBH) COOLING CAP. SERVEDSYMBOL AND MODEL No. MANUFACTURERLOCATIONAREA EXT.SP (IN.WG.) CFM EXISTING PACKAGED HEATPUMP AIR CONDITIONING UNIT SCHEDULE AIR DB F AMB MCA MAX.REMARKSUNIT VOLTAGE ACCESSORIESMIN.OSA CFMIEERSARA DIMENSIONSEERFUSE DUCT SMOKE DETECTOR ON SUPPLY SIDE EXISTING DOWN/ VERTICAL DISCHARGED UNIT (WxDxH)QTY WT.(LBS) OPER. 1 2 43CARRIER 50AK-035-E-611FFROOFSEE PLAN 1 -460-3 -1400302.50 201.31.514,000 ------ 5 APPLICATION TYPE - VARIABLE AIR VOLUME (VAV) COOLING ONLY WT.(LBS) CURB - Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 M0.3 CA TITLE 24 BUILDING SOLUTIONS GROUP INC 1139 WESTMINSTER AVE UNIT A ALHAMBRA CA 91803 ABBY BANERJEE 03/28/2024 M29253 626-281-6220 03/28/2024 N N N N NN F6 F3 F3 F3 F3F3 F3 F3 F3 F3 F3 F7 F7 J F3 F3 F3 F3 F3 B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10B10B10B10 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10 B10 B10 B10 B10 B10 B32 B32 B32 B32 B32 B10 B10 B10 B10 B10 B32 B10 B10 B10 B24 B24 B24B24 B32 B32B32 B32 B32 B32B32 B32 B32 B32 B32 B24 B24 B10 B10 B10 B10 B10 B10 B10 R2R2 R2 R2 R2 R2 B32 B32 R1 R1R1 R1 R2 R1R1 R1 R2 R2 R2 R2 R1 R1 R1 R1 R1 R1 R1R1 R1 R1 R1 G1 G1 G1 G1 R2 R2 J J J J JJ J P1 P1 P1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 N N N N N N M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE 1 VAV T VAV1 4 VAV 450 2. 7 k 2.8K 200 150 6 VAV 5 VAV 70 60 400 250 1.39K 300 3 VAV 2 VAV 7 VAV 350 350 350 350 350 350 350 350 LD-1 450 LD-1 450 LD-1 450 LD-1 450 LD-1 450 LD-2 150 LD-2 LD-2 300 LD-2 LD-1 450 LDR-2 - LDR-2 - 450 LD-1 LD-1 LD-1 LD-1 LD-1 LD-1 LD-1 LD-1 350 350 350 350 350 350 350 350 LD-1 LD-1 LD-1 LD-1 LD-1 LD-1 LD-1 LD-1 10"Ø 6"Ø 6"Ø 8"Ø 10"Ø" (TYP.8) 10"Ø" (TYP.8) 8"Ø 8"Ø 10"Ø 10"Ø 8"Ø 8" Ø 6"Ø 10"Ø" 10"Ø" 10"Ø" 10"Ø" 10"Ø"10"Ø" 14"Ø"16"Ø" 16 " Ø " 4(TYP.8) 3 3 3 3 3 4 4 77 1 TYP.11 LDR-1 3 3 4(TYP.8) 300 12"Ø 20 0 60 9 6 12"Ø" 12"Ø" 12"Ø 14"Ø 5 8"x4" 1 EF 5 2 EF T VAV2 T VAV3 T VAV5 T VAV7 T VAV6 4(TYP.6) T VAV4 3k SERVING ADJACENT SUITES EQ.EQ. EQ.EQ.EQ.EQ. EQ . EQ . EQ. EQ.EQ. EQ.EQ.EQ.EQ. 6 10"x6" EQ.EQ. 16 " Ø " 16 " Ø " 16"Ø LD-1 10"Ø 10"Ø LD-2 LD-2 250 LDR-1 500 LDR-1 400 90 6"Ø CL CL CL CL CL 21"Ø" 21 " Ø " 14"Ø"18"Ø"20"Ø" 10"Ø 21"Ø" 20"Ø"14"Ø"18"Ø" LD-3 LD-3 11 - LDR-37 7 8 9 9 10"Ø" 24"Ø 4"Ø 4"Ø 20"Ø 2 (E ) S A D U C T 10 10 LD-1 450 10 HVAC REMODEL PLAN SCALE 1/4" = 1'-0"1 Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 M1.1 KEYNOTES: 1 EXISTING SA AND RA DUCT DROP (FROM AC-4/35TON) TO REMAIN. 2 EXISTING SA DUCT 3 NEW VAV BOX, PROVIDE SUPPORT AND ANCHORAGE. 4 LINEAR DIFFUSER, 4FT LENGTH-1.5"SLOT WIDTH-1SLOT, SIMILAR TO AIR FACTOR HF SERIES, MUD-IN TYPE. VARIABLE AIR VOLUME BOX SCHEDULE MECHANICAL REMODEL PLAN 5 NEW CEILING TYPE RR EXHAUST FAN. 6"ROUND DUCT UP THRU-ROOF 6 RETURN AIR REGISTER. LINEAR BAR DIFFUSER. 7 LINEAR DIFFUSER, 2FT LENGTH-1"SLOT WIDTH-1SLOT, SIMILAR TO AIR FACTOR HF SERIES, MUD-IN TYPE. CONFIRM CEILING TYPE WITH ARCH. GENERAL NOTES: 8 LINEAR DIFFSUER RETURN, 2FT LENGTH-1SLOT, 1"SLOT WIDTH. 9 LINEAR DIFFSUER RETURN, 4FT LENGTH-1SLOT, 2"SLOT WIDTH. 10 SIDEWALL RETURN AIR TRANSFER GRILLE 6"X30" AT LIGHT ALCOVE. RA TRANSFER GRILLE AT COVE SEE DETAIL BELOW. SA LINEAR DIFFUSER AT COVE Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 M2.0 147 EXHAUST FAN AT TOILET 258 VOLUME DAMPER DETAIL 36EF WIRING DIAGRAM9 10 11 12 NOT-USED DETAIL DUCT SUPPORT DETAILDUCT CONNECTION DETAIL CEILING DIFFUSER CONNECTION DETAIL SINGLE VAV BOX DETAILNOT-USED NOT-USED DETAILS NOT-USED 3000 TR A S H ELEC ELEC E-"F" F M W ELECROOM M W RRM MOP FIR E R M OFFICES MALL JC BR E A K R O O M JC PNS PNS PNS PNS PATIO G7 E3 H1 H2B H7 VR H11 H13 H14 H15 H3 G4 E4 E5 E13 E16 E17 M5 F5 F7 F4 F3 F1 L3 L1 F8 F12 G12G3 F14 PF18 SF14 SE5 SF12 SG11 9250 9270 SF16 SG10 H2A F2 8 SE18 F1 8 E2 1 E19 E20 (LEVEL 2 OF 3) H12 SE15 9210 SH1 PATIO SE1 PE4 SE21 H9 E18 G10 E1 SG3 9260 M10M15 E8 E14 SE14 9265 PATIOPG1 WET WET WET WET G1 F9 H8 STORAGE 2500 PE21PATIO M20 K-4330KINGSTONC_TOILETSVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINAK-4330KINGSTONC_TOILETSVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINAK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA K-3427HIGHLINETOILETSVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA K-3427HIGHLINETOILETSVITREOUS CHINA F9 K-3427HIGHLINETOILETSVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINAK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINAK-4330KINGSTONC_TOILETSVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINAK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA JC PENNEY 2 LEVELS NORDSTROM 2 LEVELS MACY'S 3 LEVELS XXI FOREVER (LEVEL 2 OF 3) ENGINEEROFFICE ENGINEERWORKSHOP SECURITYOFFICE SECOFFICE OFFICE SECURITY DISPATCHLOBBY APPLICABLE CODES WATER HAMMER ARRESTER SCHEDULE DRAWING INDEX GENERAL NOTES WATER REDUCTION FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM ALLOWABLE FLOW RATE PLUMBING PIPE MATERIALS SCHEDULE P0-01 PLUMBING NOTES, LEGENDS, SCHEDULES AND SYMBOLS PLUMBING LEGEND PLUMBING ABBREVIATIONS CONSTRUCTION / DEMOLITION NOTES SCOPE Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w ner's a p pr ov al a nd c o m p li a n c e t o mu n i c i p al b uil d i n g c o d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 KEY PLAN NTS PLUMBING FIXTURE SCHEDULE (NEW FIXTURES) EQUIPMENT SCHEDULE PLUMBING FIXTURE & APPLIANCE SCHEDULE A B C D P0-02 PLUMBING EQUIPMENT & APPLIANCE SCHEDULES Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 M W K-3427HIGHLINETOILETSVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA K-3427HIGHLINETOILETSVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINAK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA ENGINEER OFFICE SEC OFFICE OFFICE SCALE: 1/4" = 1'-0" 2ND FLOOR - L5 & L7 PLUMBING DEMOLITION PLAN 1 Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w ner's a p pr ov al a nd c o m p lia n c e t o mu n i c i p al b uil d i n g c o d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 P1-00 DEMOLITION PLAN M W ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE K-4330KINGSTONC_TOILETSVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINA LOBBY 225 PANERAI 228 PIAGET 227 MERCIER BAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREA LOGO 235 LOBBY 200 MSK 237 AREA DISPLAY 201 DISPLAY STOREFRONT 234 DISPLAY STOREFRONT 202 AREA DISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTO AVAIL 206 AREA BREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSE BACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUER TAG 204 SEIKO GRAND 205 STORAGE BOH 218 HALLWAY 213 POSCHOPARDLECOULTRE JAEGER CHANEL CLOSET 238 FEC FEC OFFICE 209 HALLWAY 213 SCALE: 1/4" = 1'-0" 2ND FLOOR - L5 & L7 DOMESTIC WATER PLAN 1 Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 P1-01A DOMESTIC WATER REMODEL PLAN M W ENGINEER OFFICE SEC OFFICE OFFICE K-4330KINGSTONC_TOILETSVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINA LOBBY 225 PANERAI 228 PIAGET 227 MERCIER BAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREA LOGO 235 LOBBY 200 MSK 237 AREA DISPLAY 201 DISPLAY STOREFRONT 234 DISPLAY STOREFRONT 202 AREA DISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTO AVAIL 206 AREA BREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSE BACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUER TAG 204 SEIKO GRAND 205 STORAGE BOH 218 HALLWAY 213 POSCHOPARDLECOULTRE JAEGER CHANEL CLOSET 238 FEC FEC HALLWAY 213 SCALE: 1/4" = 1'-0" 2ND FLOOR - L5 & L7 SANITARY WASTE, VENT PLAN 1 SANITARY WASTE & VENT REMODEL PLAN Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 P1-01B 1 1 1 4TYPICAL TRAP PRIMER CONNECTION DETAIL 5 LAVATORY WITH INSTA HOT PLUMBING UTILITY CONNECTIONS DETAIL 1 6 3 Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w ner's a p pr ov al a nd c o m pli a n c e t o mu n i c i p al b ui l d i n g c o d es . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 2BACKFLOW PREVENTER DETAILNOT-USED P2-00 PLUMBING DETAILS TYPICAL FLOOR CLEAN OUT DETAIL SINGLE COMPARTMENT SINK PLUMBING UTILITY CONNECTIONS DETAIL 7 NOT-USED 3#10 CONNECT TO CIRCUITS #1 AND #3. 3/4"C, 4#12 + 1#12GRD 3/4"C, 3#12 + 1#12GRD 3/4"C, 5#12 + 1#12GRD 3/4"C, 3#10 + 1#10 GRD CONDUIT RUN CONCEALED IN OR BELOW FLOOR OR GRADE. CONDUIT RUN CONCEALED ABOVE CEILING OR IN WALL. HOMERUN TO PANEL "A" WITH 3#12+1#12GRD, 3/4"C AND DRAWING INDEX SWITCHBOARD SYMMETRICAL TELEPHONE SWBD. SYM. TEL. T.S.TAMPER SWITCH TYPICAL UNDERGROUND VOLT VOLTAMPERE TYP. U.G. U.O.N. V VA W W.P. UNLESS OTHERWISE NOTED WEATHER PROOF WATT OR WIRE LIGHTING L.C.L. LTG. M.C.A. M.C.C. LONG CONTINUOUS LOAD MINIMUM CIRCUIT AMPS MOTOR CONTROL CENTER EACH EXISTING EMERGENCY ELECTRICAL MOUNTED NUMBER NIGHT LIGHT NOT TO SCALE MSA MTD. N.E.C. N.L. NO. N.T.S. PANEL ROOM PHASE PNL. P, Ø RM. SPST SCE SPECS. MAIN SWITCHBOARD "A" NATIONAL ELECTRICAL CODE SINGLE POLE SINGLE THROW SOUTHERN CALIFORNIA EDISON SPECIFICATIONS SWITCHSW. FLOOR FLOW SWITCH FULL LOAD AMPS. FLEXIBLE CONDUIT FLUORESCENT HIGH PRESSURE SODIUM INTERRUPTING CAPACITY ISOLATED GROUND HAND-OFF-AUTO KILOVOLT AMPERE GROUND FAULT KILOWATT FIRE ALARM EA. EM. ELECT. EXIST. F.L.A. FLEX. FLUOR. F.S. FLR. H.O.A. HPS IG IC KVA G.F.C.I. KW F.A. "A"-1,3 AMPERE SWITCH AMPERE FUSE AMPERE ABOVE FINISH FLOOR DESCRIPTIONABB. A. A.F. A.S. A.F.F. BACKBOARD BREAKER BUILDING CATALOG CONDUIT CIRCUIT BREAKER CIRCUIT CEILING DISCONNECT DIAMETER CONDUIT ONLY DRAWING BKR. CAT. C.B. C CKT. C.O. CLG. DIA. DWG. DISC. BLDG. BKBD. A.T.S.AUTOMATIC TRANSFER SWITCH E001 GENERAL NOTES, LEGEND, ABBREVIATIONS LIST AND SHEET INDEX E002 SINGLE-LINE DIAGRAM, PANEL SCHEDULE & DETAILS E003 TITLE 24 - INDOOR LIGHTING, LIGHTING FIXTURE SCHEDULE E200 POWER PLAN E300 LIGHTING PLAN E400 HVAC PLAN MECHANICAL AND PLUMBING EQUIPMENT ABBREVIATIONS LIST 1.FIELD COORDINATE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT PRIOR TO THE ROUGH-IN OF THE ELECTRICAL WORK FOR MECHANICAL EQUIPMENT. 2.ALL OVER-CURRENT PROTECTIVE DEVICES AND FEEDER AMPACITIES FOR THE MECHANICAL EQUIPMENT SHALL BE VERIFIED WITH APPROVED MECHANICAL SHOP DRAWINGS PRIOR TO ROUGH-IN OF THE ELECTRICAL WORK AND ORDERING OF MATERIALS FOR MECHANICAL WORK. ALL DISCREPANCIES SHALL BE BROUGHT UP TO THE ATTENTION OF THE ARCHITECT PRIOR TO ROUGH IN OF ELECTRICAL WORK. 3.INCLUDE ALL COST FOR ANY REVISIONS IN MECHANICAL EQUIPMENT, OVER-CURRENT PROTECTIVE DEVICES AND FEEDER AMPACITIES, CONTROL WIRING, RELAYS, OUTLETS, ETC., WHERE THE SPECIFIED MECHANICAL EQUIPMENT ARE SUBSTITUTED WITH EQUIPMENT WITH DIFFERENT ELECTRICAL REQUIREMENTS. 4.FURNISH AND INSTALL ALL LINE AND LOW VOLTAGE CONDUIT, CONDUCTORS, DEVICES, OUTLETS FOR HEATING, VENTILATING, AIR CONDITIONING AND PLUMBING EQUIPMENT PER MECHANICAL DRAWINGS AND SPECIFICATIONS. CIRCUIT INTERRUPTER DESCRIPTION LEGEND SYMBOL DIMMER SWITCH @ +42" A.F.F. 3-WAY WALL MOUNTED LIGHT SWITCH AT +42" A.F.F. WALL MOUNTED LIGHT SWITCH AT +42" A.F.F. OCCUPANCY SENSOR, LINE VOLTAGE, CEILING MOUNTED WALL MOUNTED LIGHT SWITCH AT +42" A.F.F., LOW VOLTAGE OCCUPANCY SENSOR, LOW VOLTAGE, CEILING MOUNTED POWER PACK, CEILING MOUNTED POWER RELAY, CEILING MOUNTED COMBO INDOOR PHOTOCELL OCCUPANCY SENSOR CABLE T.V. OUTLET WALL (V.I.F. MOUNT. HGT.) CARD READER ELECTRIC LOCK RELEASE W/ ELECTRIC HINGE WALL @ +38" A.F.F. TELE/DATA J-BOX TO FEED FURNITURE SYSTEM W/PULLWIRE IN CONDUIT STUBBED UP 6" ABOVE CEILING. NUMBER ADJACENT TO SYMBOL INDICATES NUMBER OF WORKSTATIONS SERVED FLUSH FLOOR ELECTRICAL J-BOX TO FEED FURNITURE SYSTEM. NUMBER ADJACENT TO SYMBOL INDICATES NUMBER OF WORKSTATIONS SERVED FLUSH FLOOR TELE/DATA J-BOX TO FEED FURNITURE SYSTEM W/PULLWIRE IN CONDUIT STUBBED UP 6" ABOVE CEILING. NUMBER ADJACENT TO SYMBOL INDICATES NUMBER OF WORKSTATIONS SERVED WALL @ +18" A.F.F., U.O.N. ELECTRICAL J-BOX TO FEED FURNITURE SYSTEM. NUMBER ADJACENT TO SYMBOL INDICATES NUMBER OF WORKSTATIONS SERVED WALL @ +18" A.F.F., U.O.N. TELE/DATA OUTLET FLUSH FLOOR SEPARATE CIRCUIT DUPLEX ELECTRICAL OUTLET -SINGLE OUTLET ON A SINGLE EXCLUSIVE CIRCUIT-, PROVIDE ORANGE COVER FLUSH FLOOR QUADRUPLEX ELECTRICAL OUTLET FLUSH FLOOR COMBINATION OF DUPLEX ELECTRICAL & TELE/DATA OUTLET FLUSH FLOOR WALL MOUNTED TELEPHONE OUTLET FOR FAX MACHINE WALL @ +18" A.F.F., U.O.N. TELEPHONE OUTLET (MOUNT @ +48" A.F.F. FOR FRONT ONLY APPROACH) WALL @ +54" A.F.F. TELEPHONE AND/ OR DATA OUTLET WALL @ +18" A.F.F., U.O.N. GROUND FAULT CIRCUIT INTERRUPTER ELECTRICAL OUTLET WALL @ +18" A.F.F., U.O.N. QUADRUPLEX ELECTRICAL OUTLET WALL @ +18" A.F.F., U.O.N. DUPLEX ELECTRICAL OUTLET WALL @ +18" A.F.F., U.O.N. DUPLEX ELECTRICAL OUTLET WALL @ +18" A.F.F., U.O.N. c GFI DUPLEX DEDICATED ELECTRICAL OUTLET WALL @ +18" A.F.F., U.O.N. A 62 1 1 1.THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE OF THE WORK AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS AND THE EXACT NATURE AND EXTENT OF THE WORK TO BE DONE, TAKING INTO ACCOUNT ANY SPECIAL OR UNUSUAL FEATURES PECULIAR TO THIS JOB. 2.EXACT LOCATIONS OF ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD. ALL OUTLET LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL ELEVATIONS PRIOR TO INSTALLATION. 3.ALL ELECTRICAL EQUIPMENT OUTDOORS SHALL BE WEATHERPROOF. 4.IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE INSTRUCTIONS FOR COMPLETE ELECTRICAL JOB. ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BIDDING THE JOB OR ORDERING/INSTALLING OF THE ASSOCIATED ITEM(S). 5.THE CONTRACTOR SHALL EXAMINE THE CONTRACT PLANS IN ORDER TO LOGICALLY LOCATE WORK IN COORDINATION WITH CONSTRUCTION SUCH AS CABINETS, BEAMS, FURRING, DOOR SWINGS, ETC.. 6.THE CONDUITS SHALL BE CLEAR OF WATER, DEBRIES, AND OTHER FOREIGN MATERIALS PRIOR TO PULLING CABLES. 7.CONDUITS WHICH ARE INSTALLED AT THIS TIME AND LEFT EMPTY FOR FUTURE USE, INCLUDING TELEPHONE AND INTERCOMMUNICATION SYSTEM, SHALL HAVE MIN. #12AWG GALVANIZED PULL WIRE LEFT IN PLACE FOR FUTURE. 8.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PHASE ROTATION OF MOTORS FEEDERS AND MAKE NECESSARY CHANGES TO AVOID PHASE REVERSALS. 9.ALL PANELS SHALL HAVE HINGED DOORS. HOUSE PANELS SHALL HAVE LOCKABLE DOORS. INSTALL A TYPE WRITTEN DIRECTORY IN ALL PANELS. 10.BRANCH CIRCUITS IN INSULATED WALLS AND ATTICS SHALL BE DERATED PER C.E.C., ARTICLE 310.15.(A)(2). 11.ALL WIRING SYSTEM SHALL BE INSTALLED IN RACEWAYS APPROVED BY APPLICABLE CODES AND/OR AS INDICATED ON CONSTRUCTION DOCUMENTS. 12.THERMOSTATS SHALL BE MOUNTED ON 4S X 1 1/2" DEEP J-BOX. 13.BOND ALL METALLIC GAS AND WATER PIPING FOR CONTINUITY AND INSTALL THE COLD WATER GROUND AND UFFER GROUND PER NATIONAL ELECTRICAL CODE REQUIREMENTS AND AS SHOWN ON DRAWINGS. 14.ALL FLUORESCENT BALLASTS SHALL COMPLY WITH THE REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24. 15.SEE SINGLE LINE DIAGRAM FOR CONDUIT AND CONDUCTOR SIZES TO PANELS, TRANSFORMERS, MOTOR CONTROL CENTERS, MECHANICAL EQUIPMENT, ETC. FEEDERS TO PANELS MAY NOT BE SHOWN ON PLAN DRAWINGS, BUT ARE A PART OF THIS CONTRACT. 16.ALL CONTROL WIRING FOR THE A/C AND HEATING SHALL BE OF 600V INSTALLATION, UNLESS OTHERWISE NOTED. 17.ALL WIRING SHALL BE COPPER W/ INSULATION TYPE THHN/THWN MIN.#12 AWG. 18.MOUNT ALL BATHROOM RECEPTACLES AND SWITCHES OVER LAVATORY AT +42" U.N.O.. VERIFY WITH ARCHITECTURAL ELEVATIONS. 19.NON METALLIC SHEATHED CABLES (ROMEX) SHALL NOT BE USED IN THIS PROJECT. 20.NON-METTALIC OUTLET BOXES SHALL NOT BE USED IN THIS PROJECT. 21.PROVIDE GROUND FAULT CIRCUIT PROTECTION FOR ALL EXTERIOR RECEPTACLES, BATHROOM RECEPTACLES AND KITCHEN RECEPTACLES WITHIN 6' RADIUS OF SINK. 22.ALL SWITCHBOARDS AND PANELBOARDS SHALL BE BRACED TO WITHSTAND THE AVAILABLE SHORT CIRCUIT CURRENT. 23.ALL FUSES SHALL BE CURRENT LIMITING, TIME DELAY, CLASS "RK1" OR CLASS "L"; UNLESS NOTED OTHERWISE. FUSES FOR MOTOR CIRCUITS SHALL BE TIME DELAY, CLASS "RK5". 24.ALL BRANCH CIRCUIT BREAKERS SHALL HAVE AN INTERRUPTING CAPACITY OF 10,000 A.I.C., UNLESS NOTED OTHERWISE. 25.PROVIDE PULL STRING IN ALL EMPTY DATA/TELEPHONE CONDUITS. 26.MANUFACTURERS SHALL COMPLY WITH DESIGN SPECIFICATIONS. 27.ELECTRICAL CONTRACTOR SHALL PROVIDE A SEPARATE EQUIPMENT GROUND WIRE IN EVERY CONDUIT. 28.LUMINAIRES FOR GENERAL LIGHTING IN KITCHENS AND BATHROOMS SHALL HAVE LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. 29.ALL DATA/TELEPHONE OUTLETS SHALL BE CONNECTED TO CONCEALED AND ACCESSIBLE CEILING SPACE USING EMPTY CONDUIT 1" C.O. U.O.N. WITH PULL STRING. 30.CIRCUIT BREAKERS USED FOR HVAC EQUIPMENT SHALL BE U.L. LISTED AND LABELED AS "HACR" TYPE. 31.ALL ELECTRICAL WIRING, CONDUIT, AND OTHER SUCH TRANSMISSION ELEMENTS SHALL NOT BRIDGE THE SPACE BETWEEN THE SUBFLOOR AND THE CEILING BELOW. 32.ALL CONNECTIONS TO APPLIANCES, HVAC EQUIPMENT, FANS, AND OTHER ELECTRICALLY POWERED MECHANICAL EQUIPMENT SHALL BE MADE WITH FLEXIBLE CONDUITS. 33.ELECTRICAL OUTLET BOXES INSTALLED IN COMMON WALLS SHALL BE LOCATED IN ADJACENT BAYS OR WITH SEPARATIONS DETERMINED BY THE CITY FIRE CODE AND NOT LESS THAN 24" FROM OUTLETS IN THE OPPOSITE WALL SURFACE. BACK AND SIDES OF BOXES SHALL BE COMPLETELY WRAPPED BY LOWERY #10 PUTTY PADS. BOXES SHALL BE CAULKED AT THE PERIMETER OF BOX WHERE IT MATES WITH THE DRYWALL. 34.BACK BOXES MUST BE USED FOR POWER, TELEPHONE AND CABLE TV OUTLETS. PLASTER RINGS WITHOUT BOXES SHALL NOT BE PERMITTED. OPENING IN THE DRYWALL SHALL BE NEATLY CUT TO FIT THE NECK OF THE BOX/RING AND SHOULD BE CAULKED WITH NON-HARDENING ACOUSTICAL SEALANT. 35.RECESSED CAN TYPE LIGHT FIXTURES SHALL BE INSTALLED WITHIN SEALED GYPSUM BOARD BACKBOXES. 36.ALL EQUIPMENT WIRING TERMINALS INCLUDING CIRCUIT BREAKERS SHALL BE RATED FOR MIN. 75°C. 37.ALL WORK SHALL COMPLY WITH THE 2022 CEC & 2023 CITY OF LOS ANGELES AMENDMENTS. 38.ELECTRICAL CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT AND DEVICES FROM THE BUILDING, REMOVE THEM FROM THE SITE AND DISPOSE THEM IN AN APPROVED MANNER BY THE ARCHITECT. 39.ELECTRICAL CONTRACTOR SHALL VERIFY THE LOCATION OF THIS EQUIPMENT AND PLACE IT IN A SECURE PLACE AVOIDING ANY DAMAGE UNTIL RE-INSTALLATION. 40.AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS' COMPENSATION INSURANCE CERTIFICATE. 41.ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. 42.THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. 43.ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED CEILINGS SHALL BE APPROVED FOR ZERO-CLEARANCE INSULATION COVER BY U.L. OR OTHER APPROVED TESTING LABORATORY. 44.LIGHTING INSTALLED TO MEET THE MINIMUM EFFICACY REQUIREMENTS SHALL NOT CONTAIN MEDIUM BASE INCANDESCENT LAMP SOCKETS, AND SHALL BE ON SEPARATE SWITCHES FROM ANY INCANDESCENT LIGHTING. 45.NON-METALLIC CONDUITS SHALL NOT BE ALLOWED TO BE USED IN THIS BUILDING. ALLOWED WIRING METHODS ARE: EMT, GALVANIZED STEEL CONDUIT, METALLIC FLEXIBLE CONDUIT AND LIQUID TIGHT FLEXIBLE METAL CONDUITS. FIRE RESISTIVE CONSTRUCTION SHALL BE ONLY PENETRATED BY CODE APPROVED PERMITTED CONDUIT TYPES. 46.ELECTRICAL EQUIPMENT SHALL BE LISTED BY CITY OF LOS ANGELES RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 47.NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. GENERAL NOTES SCOPE OF WORK TENANT IMPROVEMENT PROJECT ON SINGLE STORY RETAIL STORE. INCLUDING: 1.EXISTING (1) ELECTRICAL SERVICE FROM DWP TO REMAIN. 2.NEW POWER OUTLETS THRU OUT. 3.NEW LIGHTING AND LIGHTING CONTROLS SYSTEM IN THE ENTIRE BUILDING. 4.NEW HVAC UNITS REPLACING EXISTING WITH THE SAME CAPACITY AT THE SAME LOCATIONS. Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er's ap p r o v a l a n d c o m p l i an c e to m u ni c i p a l b u il d i n g c o de s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to ow n er 's ap p r o v a l a n d c o m p l i a n c e t o mu n icip a l bu i l d i n g c o d es. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 (E) 100AS-3P 40AF PNL (ER) 30 KVA TRANSF LP2 (N ) 1 " C - 3 # 6 + 1 # 8 G R D (N)60AS 600V-40AF (E) 100AS-3P 110AF PNL 75 KVA TRANSF LP1 (N ) 1 1 / 2 " C - 3 # 1 + 1 # 6 G R D (E)1200A-277/480V-3Ø-4W 100 AS-3P-600V 100AF PNL LP3 SINGLE-LINE DIAGRAM NOT TO SCALE (E)TENANTS MAIN SWITCHBOARD 1200A-277/480V-3Ø-4W (E) SCE METER (E) SCE METER 3/4"C-1#6GRD TO BLDG. STEEL 1 1/2"C-4#2+1#6GRD (N)(N)(N) 2 1/2"C-4#4/0+1#4GRD 3/4"C-1#2GRD TO BLDG. STEEL 2"C-4#1/0+1#GRD L<25FT L<25FT L<10FT 1 1 1 1 Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n e r 's a pp r o v al a n d c o mp l i an c e to mu n ici p al b u i ld i n g c o d es. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 LIGHT FIXTURE SCHEDULE FIXTURE DESCRIPTION MANUF. / MODEL MOUNTING LAMP TYPE NOTES NOMINAL 2' ROUND DOWNLIGHT CSL A2-NC-R-TL-15-S-SHB-A2-35-90-R-TL-TL- AL-DS-MP-50-CL RECESSED 15W 3500K 0-10V DIMMING NOMINAL 2' ROUND DOWNLIGHT CSL A2-NC-R-TL-15-S-SHB-A2-35-90-R-TL-TL- AL-SA-MP-50-CL RECESSED 15W 3500K 0-10V DIMMING NOMINAL 1' ROUND DOWNLIGHT CSL A2-RM-R-TL-15-S-SHB-A2-40-90-R-ST-WT -AL-SA-CL-30-VL RECESSED 15W LED 3500K 0-10V DIMMING F3 NOMINAL LINEAR LIGHT Q TRAN WALA-SW-SC-DRY-35-2.0-ENC/TL-WH-O SURFACE 2W/FT 3500K 0-10V DIMMING 2X2 LED FOCAL POINT FEQ2-22-AC-3000LH-935K-1C-UNV-LD1- WH RECESSED 36W LED 3500K 0-10V DIMMING DOWNLIGHT FLEXA LIGHTING PJ-1-1-45-35 RECESSED 4.5W 3500K 0-10V DIMMING DECORATIVE LIGHT TBD PENDANT 100W MAX 0-10V DIMMING F7 COVE LIGHT TBD RECESSED 6W/FT LED 3500K 0-10V DIMMING G1 COVE LIGHT FORMA LIGHTING G4721014-9030100011 SURFACE 15W/FT LED 3000K 0-10V DIMMING ADJUSTABLE DOWNLIGHT LIGHTING ACCENT SINGLE SPOT 105 TCS 10° RECESSED 8.5W LED 3500K 0-10V DIMMING ADJUSTABLE DOWNLIGHT LIGHTING ACCENT SINGLE SPOT 105 TCS 24° RECESSED 8.5W LED 3500K 0-10V DIMMING ADJUSTABLE DOWNLIGHT LIGHTING ACCENT SINGLE SPOT 105 TCS 32° RECESSED 8.5W LED 3500K 0-10V DIMMING R1 COVE LED STRIP LIGHT LINEA LIGHT RUBBER 3D RECESSED 3W/FT LED 3000K 0-10V DIMMING R2 COVE LED STRIP LIGHT LINEA LIGHT RUBBER 3D OPTIC RECESSED 6W/FT LED 3000K 0-10V DIMMING PENDANT TBD PENDANT 100W MAX 0-10V DIMMING X1 EXIT SIGN WITH 90 MIN EMERGENCY BATTERY PACK EELP EDGELIT EDG-UN-R1 SURFACE WITH 90 MIN EMERGENCY BATTERY PACK F1 F2 F4 F6 B10 B24 B32 F1A F5 P1 M W K-3427HIGHLINETOILETSVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA DF K-3427HIGHLINETOILETSVITREOUS CHINA K-1728CHESAPEAKEC_LAVATORYVITREOUS CHINAK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE (ER)PANEL "A" T T (E)PANEL "L" (E)TBB (E)PANEL "R" (E)TRASNF. "T1" 75KVA (ER)DISC. SWITCH 60AS-3P (D)DIMMING PANEL & TIME CLOCK (ER)30KVA TRANSF. DEMO PLAN 1/8" = 1'-0" Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w ne r's a p pr ova l and c om pl i a n c e t o m u n i c i pa l bui l d i n g c o d es. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 GENERAL NOTES 1.ALL DEMOLITION WORK SHALL BE COORDINATED AND SEQUENCED WITH THE PROVISIONS INCLUDED IN ALL DIVISIONS OF CONSTRUCTION DOCUMENTS. 2.ELECTRICAL EQUIPMENT AND DEVICES INDICATED ON DEMOLITION PLANS ARE TO ASSIST THE CONTRACTOR. ACTUAL DEVICES QUANTITY SHALL BE VERIFIED BY THE CONTRACTOR. 3.REMOVE ALL ABANDONED CONDUITS AND CABLING WITHIN THE CONSTRUCTION AREA. STUBS SHALL NOT INTERFERE WITH NEW SITE CONSTRUCTION. 4.ALL EXISTING ELECTRICAL EQUIPMENT AND DEVICES TO REMAIN IN SERVICE ARE TO BE CLEANED, AND THE ARCHITECT SHALL BE NOTIFIED OF ANY DEFECTS. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY DEMOLITION OR CONSTRUCTION PERFORMED UNDER THIS CONTRACT. 5.DO NOT START DEMOLITION WORK UNTIL POWER & LIGHTING SERVICE DISCONNECTIONS FROM THE PANEL FEEDING THE AREA OF THE PROJECT HAVE BEEN COMPLETED AND VERIFIED IN WRITING. FEEDER CIRCUIT BREAKERS SERVING THE AREAS TO BE DEMOLISHED SHALL BE LOCKED IN OPEN (OFF) POSITION. 6.VISIT AND INVESTIGATE THE SITE AND VERIFY EXACT CONDITIONS RELATING TO WORK AND OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO PROVIDE AN INTELLIGENT AND CONCLUSIVE BID. NO ALLOWANCE WILL BE MADE FOR ANY EXTRA EXPENSE DUE TO FAILURE TO MAKE SUCH AN INVESTIGATION. 7.CONTRACTOR SHALL REMOVE ALL THE ELECTRICAL DEVICES AND ACCESSORIES, INCLUDING BUT NOT LIMITED TO ALL THE RECEPTACLES AND SWITCHES NOT TO BE REUSED, FLOOR OUTLETS AND ASSOCIATED BRANCH CIRCUIT CONDUIT AND WIRING IN DEMOLISHED WALLS. 8.WHEN FLOOR OUTLETS HAVE BEEN REMOVED, THE CONTRACTOR SHALL FILL IN ALL THE FLOOR OPENINGS LEFT BY POWER AND DATA OUTLETS REMOVED IN ORDER TO RESTORE THE STRUCTURAL AND FIRE RATING TO MATCH THE REST OF THE FLOOR. 9.ALL LIGHTING FIXTURES, WIRING DEVICES, PANEL BOARDS, AND EQUIPMENT SHALL BE DISPOSED IN A LEGAL MANNER. CONTRACTOR SHALL INCLUDE IN THE BID ALL COST ASSOCIATED WITH THE LEGAL DISPOSAL OF THE REMOVED DEVICES. REFERENCE NOTES EXISTING ELECTRICAL PANEL. EQUIPMENT TO BE RELOCATED. DEMO ALL EXISTING OUTLETS ON EXISTING STORE INCLUDING ALL ASSOCIATED AND EXISTING ELECTRICAL DEVICES AND WIRING.. DEMO EXISTING LIGHT FIXTURES INCLUDING ALL ASSOCIATED AND EXISTING ELECTRICAL DEVICES AND WIRING. M W EQUIPMENT ROOM ENGINEER OFFICE ENGINEER WORKSHOP SEC OFFICE OFFICE K-4330KINGSTONC_TOILETSVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINA LOBBY 225 PANERAI 228 PIAGET 227 MERCIER BAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREA LOGO 235 LOBBY 200 MSK 237 AREA DISPLAY 201 DISPLAY STOREFRONT 234 DISPLAY STOREFRONT 202 AREA DISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTO AVAIL 206 V.I.P. 207 ELECTRICAL 208 AREA OFFICE 209 AREA BREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSE BACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUER TAG 204 SEIKO GRAND 205 STORAGE BOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTRE JAEGER 224 CHANEL 223 FEC FEC CLOSET 238 INSTAHOT GD SF LD J L L L LL L L F F J J J L L L L +42 SWb +60 SWb J WS J RD J WS J RD J WS J RD CR CR CR J J WS J RD J WS J RD J+60 J RD J L L L L L L J SWb-D J SWb-D L J SWb-D J SWb-D L J SWb SWb SWb SWbSWbSWb SWb +102 SWb SWb SWb SWd SWd SWd SWd SWaSWa SWa SWa +60 +60 GFCI +40 GFCI +40 GFCI CR GFCI+40 GFCI+24 GFCI+40 GFCI+24 J +61 J +34 J J +49 J +75 SWd SWc SWc SWc IH J J J AV AV AV J+60 AV AV L LLL J J L L L L L L L L L L L L L L L L L L L L L L LLL L L L L L L L J J J CR J J +24 J T T J J J J J J J J (ER)75KVA (ER)30KVA LP3-35 35 33 LP3-33 32 32 32,42 LP2-32 (TYP) 3335 LP3-29 (TYP) LP3-29 LP3-25 LP3-27 (TYP)27 25 29 LP2-3939 39,42 27 LP3-31 27 LP3-42 31 LP3-37 18 18 18 18 LP1-18 27 LP3-27 5 5 LP2-36 LP3-2 LP3-8 6,8 10,12 LP3-22,24 22 242224 LP3-21 LP3-19 LP3-36 23 25 31 29 27 LP2-27,29,31 (TYP) LP2-3333,41 33,41 14,41 14,41 LP2-14 LP2-37 37,41 37,4137,41 10,12 10,12 LP3-10 15 15 LP3-13 LP3-15 LP3-1 1 1 3 3 23 23 LP3-23 17 15 LP2-15,17 LP3-14,16 14 16 21 29 LP1-29 34 32 36 LP1-32,34,36 LP1-35,37 LP1-30 41 39 41 39 LP3-39,41 "T1" "T2" TRANSF. T1 PRIM. DISC TRANSF. T2 PRIM. DISC "LP1" "DP1" "LP2" LP3-7,9,11 7 7 11 11 11 9 9 9 LP2-35 34343434 LP2-34 (TYP) 21,26 21,26 19,26 LP2-19,21 LP2-9,11,13 9 11 13 3 1 7 5 LP2-5,7 40,42 40,42 38,42 38,42 LP2-38,40 LP2-8,10,12 8,26 (TYP) 10,26 12,26 4,26 30 LP2-26 26,28 26,2821,26 26,28 30 22,26 20,26 18,26 16,26 LP2-16-18 (TYP) LP2-306,26 2 LP3-17 26,30 c c c c c 31 27 2,4 2,4 2,4 2,4 LP3-4 (TYP) LP3-3 LP3-6 6,8 6,8 6,8 6,8 6,8 6,8 6,8 (TYP) LP3-12 (TYP)21 25 LP3-38,40 21 LP2-23,25 (TYP) (TYP) (TYP) "LP3" LP2-1,3 (TYP) (TYP) LP2-2,4,6 LP2-28 LP2-20,22 6,8 #8 LP2-24 37 (TYP)LP3-34 34 34 34 4038 42 (TYP) (TYP) LP3-18 (TYP) (TYP) NEW NEW LP1-9 #10 LP1-21 #10 18 (TYP) 28 LP3-28 28 (TYP) 42 42 LP2-42 LP3-5 LP2-42 42 LP3-5 (TYP) LP2-42 (TYP) 37,41 (TYP) LP2-41 GLASS SEE THRU SYSTEM J LP3-30,32 SEC 30 19,26 J POWER & DATA PLAN Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o w n er 's a p p r o v a l a nd c o m p l ia n c e t o mu n i c i p a l b uild i n g co d e s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 1/8" = 1'-0"3 GENERAL NOTES 1.SEE MECHANICAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT. 2.SEE MECHANICAL DRAWINGS AND PROVIDE 1/2"C.O. FROM THERMOSTATS TO HVAC UNITS CONTROLLED. 3.ALL CONDUITS SHALL BE RUN WITH A GROUND WIRE SIZE AS PER NEC-250. 4.ELECTRICAL CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL THE ARCHITECTURAL AND CONSULTANTS DRAWINGS AND INCLUDE IN HIS BID ALL THE ELECTRICAL CONNECTIONS, EQUIPMENT, ACCESSORIES, CONDUITS, BOXES, ETC., THERE INDICATED TO BE BY ELECTRICAL CONTRACTOR. 5.CONTRACTOR SHALL ADJUST THE SIZE OF THE WIRING AFTER APPLYING ALL NEC REQUIRED DE-RATING FACTORS. 6.CONTRACTOR SHALL VERIFY AND COORDINATE WITH ARCHITECTURAL DRAWINGS AND ELEVATIONS AND OTHER CONSULTANT'S DRAWINGS THE LOCATION AND ELEVATION OF ALL RECEPTACLES, CONNECTIONS AND DEVICES BEFORE INSTALLATION. 7.ALL POWER OUTLETS SHALL BE LEVITON DECORA COLOR. TO BE DETERMINED. 8.ALL DEVICES SHOWN ARE NEW UNLESS OTHERWISE NOTED. 9.ALL DATA/TEL CONDUITS SHALL BE EXTENDED TO TEL BACKGROUND. MAKE ALL PULL BOXES ACCESSIBLE. 10.DISPLAY AND SHOWCASES SHOP DRAWINGS SHALL BE OBTAINED BEFORE ROUGH IN TO VERIFY POINT OF CONNECTION. ALSO VERIFY TOTAL POWER NEEDS AND COMPARE WITH LOADS LISTED ON PANEL SCHEDULES. ANY DISCREPENCY SHALL BE BROUGHT TO ENGINEERS ATTENTION. REFERENCE NOTES NEW SURFACE MOUNTED PANEL. SEE PANEL SCHEDULE & SINGLE LINE DIAGRAM. RUN 2" C.O. FROM TEL MPOE TO IT RACK. 4'x4' NEW PLYWOOD FIRE RETARDANT TREATED TEL BACKBOARD. 3/4" THICK, MOUNTED AT 8' TO THE TOP. PROVIDE QUAD POWER TO THE BUTTON OF THE BOARD TV OUTSIDE STORE POWER CONNECTION. COORDINATE LOCATION OF POWER HOOK UP WITH INSTALLER. VERIFY POWER NEEDS WITH INSTALLER. PROVIDE FLUSH FLOOR MOUNTED COMBO QUAD POWER AND DATA POKE THRU. ONE DUPLEX POWER TO LOCK ANTENNA SYSTEM INSIDE FURNITURE SYSTEM. THE SECOND DUPLEX WILL PROVIDE POWER TO DISPLAY LIGHT AND WILL BE CONTROLLED BY SWITCH AND TIME CLOCK. THE POWER OUTLET TO THE LOCK CONTROLLER GETS CONSTANT POWER. DATA COMPARTMENT WILL PROVIDE CONNECTION TO SECURITY SYSTEM LOCK. EWH DISCONNECT SWITCH 60AS-2P-240V-40AF. SHOW WINDOW OUTLET ON CEILING /WALL 18" FROM TOP OF WINDOW. CIRCUIT CONTROLLED BY TIME CLOCK. ROLL UP GRILL DOOR POWER CONNECTION. PROVIDE LOCAL DISCONNECT. COORDINATE WITH INSTALLER. SALES DISPLAY POWER OUTLET/SHELVE LIGHT. CIRCUIT CONTROLLED BY MANUAL SWITCH AND TIME CLOCK RELAY. ROLL UP MESH/SCREEN POWER CONNECTION. PROVIDE LOCAL DISCONNECT SWITCH. COORDINATE WITH INSTALLER. GARBAGE DISPOSAL OUTLET UNDER THE SINK WITH SWITCH OVER THE COUNTER. ACCESS CONTROL CARD READER CONNECTED TO DOOR ACTIVATOR AND ELECTRIFIED LATCH. RUN 3*/4" C.O. TO ACCESS CONTROL PANEL. DIMMING AND LIGHTING CONTROL PANEL WITH ALL INDIVIDUAL PROGRAMMABLE DIMMERS FOR EACH ZONE. SYSTEM BY WATSTOPPER WITH DIGITAL LIGHTING CONTROL DIMMERS AND ASTRONOMICAL TIME CLOCK. EWH UNDER THE SINK. PROVIDE 30AS-1P-120V DISCONNECT SWITH. TRANSFORMERS BOLTED TO THE FLOOR AND 30KVA UNIT ON TOP WITH FRAME STRUCTURE. MIRROR POWER CONNECTION. VERIFY POINT OF CONNECTION WITH FINAL SHOP DRAWINGS. ACCESS CONTROL KEYPAD AND LOCK CONNECTED TO DOOR ACTIVATOR AND ELECTRIFIED LATCH. RUN 3*/4" C.O. TO ACCESS CONTROL PANEL. MAGNETIC DOOR HOLDER POWER. CONNECT TO ACCESS CONTROL SYSTEM. M W EQUIPMENT ROOM ENGINEER OFFICE SEC OFFICE OFFICE F4 N F1 N F1 N F1 N F1 N F1 N F1 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4F4 F4 F4 F4 F4 F6 F3 F3 F3 F3F3 F3 F3 F3 F3 F3 F1 F4 F4 F7 F7 J F3 F3 F3 F3 F3 B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B32 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10B10B10B10 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10B10B10B10 B10B32 B10 B10 B10 B10 B10 B10 B32 B32 B32 B32 B32 B10 B10 B10 B10 B10 B32 B10 B10 B10 B24 B24 B24B24 B32 B32B32 B32 B32 B32B32 B32 B32 B32 B32 B24 B24 B10 B10 B10 B10 B10 B10 B10 R2R2 R2 R2 R2 R2 B32 B32 R1 R1R1 R1 R2 R1R1 R1 R2 R2 R2 R2 R1 R1 R1 R1 R1 R1 R1R1 R1 R1 R1 G1 G1 G1 G1 R2 R2 J J J J JJ J P1 P1 P1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F2 F2 F2 F2 F2 F2 F2 F1F1F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1F1F1F1 F1F1F1 F1F1F1 F1 F1 F1 F1A F1A F1A F1A F1A F1A F1A F1A F1A F1AF1A F1AF1AF1A F1A F1A F1A F1A N F1 N F1 N F1 N F1 N F1 N F1 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2 F2 F2F2 F2 F2 F2 F2 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2F2 F2 F2F2F2 F2 F2F2F2 F2F2 F2F2 F2F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 F2F2 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2F2F2 F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 F2F2 F2F2 F2F2 F2F2F2 F2F2F2F2F2F2F2F2F2F2F2F2 F2F2F2 F2 F2 F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2F2F2F2F2F2 F2F2 M W EQUIPMENT ROOM ENGINEER OFFICE SEC OFFICE OFFICE M W EQUIPMENT ROOM ENGINEER OFFICE SEC OFFICE OFFICE LOBBY 225 PANERAI 228 PIAGET 227 MERCIER BAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREA LOGO 235 LOBBY 200 MSK 237 AREA DISPLAY 201 DISPLAY STOREFRONT 234 DISPLAY STOREFRONT 202 AREA DISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTO AVAIL 206 V.I.P. 207 ELECTRICAL 208 AREA OFFICE 209 AREA BREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSE BACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUER TAG 204 SEIKO GRAND 205 STORAGE BOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTRE JAEGER 224 CHANEL 223 CLOSET 238 M W EQUIPMENT ROOM ENGINEER OFFICE SEC OFFICE OFFICE K-4330KINGSTONC_TOILETSVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINA LOBBY 225 PANERAI 228 PIAGET 227 MERCIER BAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREA LOGO 235 LOBBY 200 MSK 237 AREA DISPLAY 201 DISPLAY STOREFRONT 234 DISPLAY STOREFRONT 202 AREA DISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTO AVAIL 206 V.I.P. 207 ELECTRICAL 208 AREA OFFICE 209 AREA BREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSE BACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUER TAG 204 SEIKO GRAND 205 STORAGE BOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTRE JAEGER 224 CHANEL 223 FEC FEC CLOSET 238 EM J J J J J J J JJ J J JJ J J J JJJ J J J J J J EM EM EM EM EM EM EM EM EM EM EM EM EMEM EM EM EM EM EM EM J J J J J J J J JJ DZ-10 DZ-9 DZ-8 J DZ-13 DZ-14 DZ-7 DZ-5 DZ-6 DZ-4 J DZ-12 DZ-26 J DZ-24 J DZ-23 DZ-25 J DZ-20 J DZ-19 DZ-21 DZ-26 J DZ-26 DZ-15 J DZ-17 KP J DZ-16 ERC EM ERC J J2c2c 2a 2b DZ-2 J DZ-3 DZ-1E ERC J DZ-3 DZ-11 EM EM EM EM EMEMEM EM EM EMEM EM EM DZ-1 2c KP A 14a 14a 14a 8,14 8y 17 8y 14y 8,14 14x 8x 8a DZ-18 8x 14x 8,14 1010 10 10 6,14 X1 6a 6a 6a 14a 6a 6a 6a14a 6b 6b 6b 6b 14b 6b (TYP) (N)PANEL "LP1" 2d 2d 2d 2b 2b 2b 2b 2a 2a 2a 2a LP1-10 B LP1-2,4 4a 4a 4a 4a 4a 4a 4a 4a 4a 4b 4b 8,14 8,,14 LP1-8 8y 14y DZ-22 LP1-11 DZ-26 (LP1-1) (LP1-14) (LP1-14) (LP1-1) (LP1-3) (LP1-1) (LP1-5) (LP1-5) (LP1-27) (LP1-27) (LP1-7) (LP1-5) 4c 10 10 10 10J LP1-9 (LP1-13) (LP1-13) (LP1-12) (LP1-12) (LP1-12) (LP1-12) (LP1-15) (LP1-17) (LP1-17) (LP1-21) (LP1-19) J J J 3 3 5 5 (LP1-18) 14 14 14 14 14 14 14 1 14 14 14 14 14 14 14 14 1 1 16 16 1 1 11 (LP1-16) X1 1,14 14 14 14 14 14 14 14 1414 14 14 14 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 9 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1 1,14 X1 14 1,14X1 X1 X2 14 X1 X1 X1 6,14 14 13 13 13 11 X1 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 1717 1717 171717171717171717171717171717171717 (LP1-25) (LP1-25) (LP1-25) (LP1-25) 25 25 25 25 25 25 (LP1-23) 23 23 23 23 23 23 23 23 23 23 23 25 25 25 25 25 25 25 14,23 14 14 14 14 14 14 1414 14 19 21 23 23 23 15 15 15 15 15 15 (LP1-14) LP1-14 12,14 X1 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 J J12 12 12 J 14 ERC LP1-6 NEW INVERTER 1000W WALL MOUNTED ABOVE PANEL 13 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3333333333333333333333333333 333333333333333 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1616161616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18 1 1 1 1 1 1 1 1 1 1 4b 4b 4b 4b 2b J 16 16 16 16 16 16 16 16 161616161616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 J X1 18 18 18 18 18 18 18 181818181818 18 18 18 18 18 18 18 18 18 18181818 18 18 18 18 18 18 18 18 18 181818181818 18 18 18 18 18 18 18 18 18 18 18 18 (TYP) (TYP) (TYP) (TYP) (TYP) KP (TYP) KP (TYP) (TYP) (TYP) (TYP) (TYP)LTG CONTROL AND DIMMING PANEL SCALE 1/8" = 1'-0" Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o wn e r 's a p pr o va l an d c om pl i a n c e t o m u n i c i pa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 REFERENCE NOTES NEW SURFACE MOUNTED PANEL. SEE SINGLE LINE DIAGRAM AND PANEL SCHEDULE. EXIT SIGN FIXTURE SHALL BE PROVIDED WITH TWO CIRCUITS, NORMAL AND EMERGENCY. WALL COMBO VACANCY SENSOR WALL DIMMER, 120V. WALL COMBO VACANCY SENSOR WALL SWITCH, 120V, WITH (1) RELAYS. CEILING MOUNTED OCCUPANCY/VACANCY SENSOR. TO CONTROL LIGHTS IN THIS SPACE. PROVIDE LOAD CONTROLLER 120V. WALL MOUNTED MANUAL DIMMER ONE PER ZONE WHITE COLOR WITH PROVIDING CONTROLS OF FIXTURES AS PER PLANS. PROGRAM WITH LOAD CONTROLLERS. LOAD CONTROLLERS ABOVE CEILING SPACE, ONE PER DIMMING ZONE. PROGRAMMED WITH VACANCY/OCCUPANCY SENSOR/MANUAL DIMMERS IN THIS ROOM. PROVIDE ONE CONTROLLER FOR EACH ZONE/SWITCH LEG IN THIS ROOM. CONTROLLER SHALL BE COMPATIBLE WITH LIGHT DIMMING DRIVER. DIGITAL IPAD FOR CONTROL AND PROGRAMMING OF ALL LIGHTING CIRCUIT WIFI CONNECTION TO LTG CONTROL AND DIMMING PANEL FROM NOTE #11. SYSTEM BE NLIGHT FRESCO OR EQUAL. EMERGENCY LIGHTING INVERTER 1KW-120V-90 MIN CIRCUIT CONTROLLED BY ASTRONOMICAL TIME CLOCK. ASTRONOMICAL TIME CLOCK WITH OUTDOOR PHOTCELL, CONTROLLING ALL INDOOR AND OUTDOOR LIGTHING CIRCUITS AND DIMMING ZONES, PROGRAMMABLE, NLIGHT FRESCO OR EQUAL. 0-2 HRS LIGHTING CONTROL BYPASS, CONNECTED TO ASTRONOMICAL TIME CLOCK. EXHAUST FAN CONTROLLED BY LIGHT SWITCH. PROVIDE 120V-1P MOTOR RATED SWITCH. CIRCUIT CONTROLLED BY LIGHTING CONTROL AND DIMMING PANEL TIME CLOCK. ZONE WITH INDEPENDANT DIMMING AND SWITCHING PER ZONE. PROVIDE LINE VOLTAGE AND CONTROL WIRING TO DIMMING PANEL. GENERAL NOTES 1.HATCHES SHOWN ON CONDUIT RUNS ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REQUIRED NUMBER OF WIRES TO ACCOMPLISH INDICATED SWITCHING. 2.PROVIDE TESTING BY LICENSED CONTRACTOR. SEE TITLE-24 FORMS. 3.LIGHTING CONTROL ACCEPTANCE REQUIREMENTS PER 130.4. A CERTIFICATE OF ACCEPTANCE SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY UNDER SECTION 10-103 (a) OF PART 1 FOR: A. AUTOMATIC DAYLIGHT CONTROLS; B. LIGHTING CONTROLS. 4.ALL LIGHTS ARE NEW . 5.THE OCCUPANCY SENSORS IN ALL ROOMS SMALLER THAN 250 SQ. FT. SHALL BE PROGRAMMED AS VACANCY SENSORS, AS PER TITLE 24, 130.1.c. OPEN OFFICES AND WAITING AREAS SHALL BE SET UP AS OCCUPANCY SENSORS, ALLOWING THE LIGHTS TO COME ON AUTOMATICALLY WHEN THE SENSORS DETECT THE PRESENCE OF OCCUPANTS. DIMMING ZONE SCHEDULE ZONE FIXTURES (COUNT)AREA ID WATTS CKT.# DZ-1 F1(17)SALES GENERAL LIGHTING 255W LP1-14 DZ-1E F1(14)EMERGENCY LIGHTING 210W LP1-14 DZ-2 F2(114)SALES PERIMETER 1710W LP1-3 DZ-3 F3(1)COVE SALES 294W LP1-5 DZ-4 F2(28)BOOTH INTERIOR 420W LP1-1 DZ-5 F2(16)BOOTH INTERIOR 240W LP1-1 DZ-6 F2(70)BOOTH PERIMETER 1050W LP1-16 DZ-7 F2(54)BOOTH PERIMETER 810W LP1-18 DZ-8 F6(1)CHANDELLIER 100W LP1-7 DZ-9 F2-10W(5),F5-4.5W (40) STORE FRONT DISPLAY 230W LP1-7 DZ-10 F7(1)PERIMETER 192W LP1-27 DZ-11 F7(1)PERIMETER 174W LP1-27 DZ-12 F3(1)BOOTH PERIMETER 304W LP1-5 DZ-13 R2(2)PERIMETER 348W LP1-13 DZ-14 G1(2)PERIMETER 78W LP1-13 DZ-15 R1(1)WATCHES BOOTH PERIMETER 210W LP1-12 DZ-16 R1(1)STORAGE LIGHTING 16W LP1-12 DZ-17 R1(1)WATCH SHELVES 180W LP1-12 DZ-18 B10,24,32(24)SALES GENERAL LIGHTING 204W LP1-12 DZ-19 R1(2)WATCHES PERIMETER LIGHTING 990W LP1-15 DZ-20 B10,32(9)WATCHES PERIMETER 76.5W LP1-14 DZ-21 B10,32(45)WATCHES PERIMETER 382.5W LP1-17 DZ-22 P1(3)POS LIGHTING 300W LP1-17 DZ-23 R1(1)WATCHES INTERIOR 618W LP1-19 DZ-24 R1(1)LOBBY PERIMETER 318W LP1-21 DZ-25 B10,32(14)LOBBY INTERIOR 119W LP1-23 DZ-26 R2(6)WATCHES GENERAL LIGHTING 108W LP1-25 M W EQUIPMENT ROOM ENGINEER OFFICE SEC OFFICE OFFICE M W EQUIPMENT ROOM ENGINEER OFFICE SEC OFFICE OFFICE M W EQUIPMENT ROOM ENGINEER OFFICE SEC OFFICE OFFICE LOBBY 225 PANERAI 228 PIAGET 227 MERCIER BAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREA LOGO 235 LOBBY 200 MSK 237 AREA DISPLAY 201 DISPLAY STOREFRONT 234 DISPLAY STOREFRONT 202 AREA DISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTO AVAIL 206 V.I.P. 207 ELECTRICAL 208 AREA OFFICE 209 AREA BREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSE BACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUER TAG 204 SEIKO GRAND 205 STORAGE BOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTRE JAEGER 224 CHANEL 223 CLOSET 238 M W EQUIPMENT ROOM ENGINEER OFFICE SEC OFFICE OFFICE K-4330KINGSTONC_TOILETSVITREOUS CHINA K-4330KINGSTONC_TOILETSVITREOUS CHINA LOBBY 225 PANERAI 228 PIAGET 227 MERCIER BAUME & 226 OME 229 BPO 230 GLA 231 BRG 232 AREA LOGO 235 LOBBY 200 MSK 237 AREA DISPLAY 201 DISPLAY STOREFRONT 234 DISPLAY STOREFRONT 202 AREA DISPLAY 233 SAFE 236 LONGINES 203 MIKIMOTO AVAIL 206 V.I.P. 207 ELECTRICAL 208 AREA OFFICE 209 AREA BREAK 210 RESTROOM 212 RESTROOM 214 HALLWAY 215 RACKS 216 HOUSE BACK OF 217 L'ATELIER 219 IWC 220 CONFERENCE 211 HEUER TAG 204 SEIKO GRAND 205 STORAGE BOH 218 HALLWAY 213 POS 221 CHOPARD 222 LECOULTRE JAEGER 224 CHANEL 223 FEC FEC CLOSET 238 DDC CONTROL PANEL J J (TYP) 1 VAV 4 VAV 6 VAV 5 VAV 3 VAV 2 VAV 7 VAV 3 J J J J (TYP) J (TYP) 3KW 3KW #6 #6 #6 LP1-20,22 2KW #8 1KW #8 1KW 3KW #8 1KW#6 LP1-24,26 SCALE 1/8" = 1'-0" Project No.6418 Description Peer Review XX Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document, may not be duplicated or used without prior written consent of the owner. Construction drawings are subject to o wn e r 's a p pr o va l an d c om pl i a n c e t o m u n i c i pa l bu i l d i ng c o des. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE. L5 & L7, ARCADIA, CA 91007 CH JEWELERS/ TIME VALLEE CheckedBy 01.28.24 ISSUE FOR PRELIMINARY REVIEW MT/SG KA ⁄ CITY APPROVAL 02.07.24 ISSUE FOR ENGINEERING MT/SG KA Job # 626.281.6220 MEP Engineering.Design.Consulting BuildingSolutionsGroup.com KLA-080-24 04.10.24 ISSUE FOR PLAN CHECK 06.04.24 ISSUE FOR PLAN CHECK RE-SUBMITTAL1 REFERENCE NOTES RUN 34"C.O. TO DDC CONTROL PANEL . WIRING BY HVAC CONTRACTOR. VAV BOX HEATER DISCONNECT SWITCH 30AS-2P-240V-20AF VAV BOX HEATER DISCONNECT SWITCH 30AS-2P-240V-15AF VAV BOX HEATER DISCONNECT SWITCH 30AS-2P-240V-6AF 1 1 19210 S. Vermont Ave., Bldg. B, Suite 210, Gardena, CA 90248 | 310.323.9924 | structuralfocus.com THE SHOPS AT SANTA ANITA CH JEWELERS 400 S. BALDWIN AVENUE ARCADIA, CALIFORNIA 91007 Klawiter and Associates, Inc. 626 Wilshire Boulevard, Suite 555 Los Angeles, CA 90017 ADDENDA STRUCTURAL CALCULATIONS PLAN CHECK RESUBMITTAL May 23, 2024 Structural Focus Project #24017 ASCE Hazards Report Address: 400 S Baldwin Ave Arcadia, California 91007 Standard:ASCE/SEI 7-22 Latitude:34.137108 Risk Category:II Longitude:-118.051701 Soil Class:Default Elevation:496.59290050383316 ft (NAVD 88) Page 1 of 4https://ascehazardtool.org/Mon May 20 2024 Page 1 PGA M : 0.96 SMS : 2.41 SM1 : 1.73 SDS : 1.61 SD1 : 1.16 TL : 8 SS : 2.28 S1 : 0.76 VS30 : 260 Seismic Design Category:E Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic DefaultSite Soil Class: Results: Page 2 of 4https://ascehazardtool.org/Mon May 20 2024 Page 2 CH JEWELERS 5/22/24 24017 LATERAL LOADS Page 3 CH JEWELERS 5/22/24 24017 LATERAL LOADS Page 4 MAX LOAD = 250# (REACTION FROM TOP TRACK) ASSUME TWO TRACKS, MAX = 500# CONSERVATIVELY USE MINIMUM CAPACITY (8/12 FASTENER SPACING) vn = 230 PLF phivn = 0.6*230 = 138 plf MIN LENGTH OF WALL REQUIRED = 3.6 FT ; FOR 2:1, USE 6'-0" MIN 0.157" DIA PDPA/PDPAT CAPACITY = 90 LB/FASTENER; @ 6" SPACING = 190 PLF > 138 PLF; OK CH JEWELERS 5/22/24 24017 CFS BRACING Page 5 Section : 600S200-43 (33 ksi) Single C Stud (punched) Maxo =1436.9 ft-lb 1415.7 lbVa =I =2.68 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span None, None None, 304.8"N/A - Web Crippling Support Load (lb)(in)Max Int.Stiffener? Bearing Pa M (lb)(ft-lbs) R2 0.0 --Shear Connection w/ clip--NO R1 0.0 --Stud/Track Design, Ref Connectors--NO Gravity Load Type Load (lb) Uniform 0plf P1y 353.00lb @ 25.40ft Code Check Required Interaction NotesAllowed Max. Axial, lbs 353.0(c)100%KΦ=0.00 lb-in/in Max KL/r = 413353.4(c)Span Max. Shear, lbs 0.0 0%Shear (Punched)1240.3 Max. Moment (MaFy, Ma-dist), ft-lbs 0.0 0%Ma-dist (control),KΦ=0.00 lb-in/in1282.4 Moment Stability, ft-lbs 0.0 0%145.7 Shear/Moment 0.00 0%Shear 0.0, Moment 0.01.00 Axial/Moment 1.00 100%Axial 353.0(c), Moment 0.01.00 Deflection Span, in 0.000 --meets L/0-- Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector Connector Interaction Anchor Interaction 0.00 %R2 0.0 0.0 0.00 %SCB45.5(2) & (2) #12-24 SST X or XL to A36 Steel 0.00 %R1 0.0 353.0 0.00 %600T125-33 (33) & (1) .157" SST PDPA/PDPAT-62KP to steel (3/16" to 1/2" thickness) * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:New Workspace Model:Brace 2012 NASPEC [AISI S100-2012]Code: Page 1 of 1 Date: 05/22/2024 Simpson Strong-Tie® CFS Designer™ 4.2.0.14 Page 6 Section: 362T150-68 (50 ksi) Single Track (unpunched) Maxo =1119.1 ft-lb 4703.2 lbVa =I =0.99 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span NA Full, N/A N/A - Web Crippling Support Load (lb)(in)Max Int.Stiffener? Bearing Pa M (lb)(ft-lbs) R1 250.0 1.00 NO0.0 0.17738.4 R2 250.0 1.00 NO0.0 0.17738.4 "*" after support means punched near support Code Check Required Interaction NotesAllowed Max. Axial, lbs 0.0(t)0%KΦ=0.00 lb-in/in Max KL/r = N/A-Span Max. Shear, lbs 250.0 5%4703.2 Max. Moment (MaFy, Ma-dist), ft-lbs 1000.0 89%1119.1 Moment Stability, ft-lbs 1000.0 89%1119.1 Shear/Moment 0.89 89%Shear 0.0, Moment 1000.01.00 Axial/Moment 0.89 89%Axial 0.0(c), Moment 1000.01.00 Deflection Span, in 1.573 --meets L/122-- Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector Connector Interaction Anchor Interaction NAR10.0 250.0 NABy Others & Anchorage Designed by Engineer NAR20.0 250.0 NABy Others & Anchorage Designed by Engineer * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:TOP TRACK Model:Beam/Stud –1 2012 NASPEC [AISI S100-2012]Code: Page 1 of 1 Date: 05/22/2024 Simpson Strong-Tie® CFS Designer™ 4.2.0.14 Page 7 CH JEWELERS 5/22/24 24017 LATERAL LOADS Page 8 Current Date: 5/22/2024 5:14 PM Units system: English File name: S:\2024 projects\24017 The Shops at Santa Anita - CH Jewelers\Calcs\Active\Soffit.retx Page 9 Current Date: 5/22/2024 5:14 PM Units system: English File name: S:\2024 projects\24017 The Shops at Santa Anita - CH Jewelers\Calcs\Active\Soffit.retx Load condition: D1=1.4DL Page 10 Current Date: 5/22/2024 5:15 PM Units system: English File name: S:\2024 projects\24017 The Shops at Santa Anita - CH Jewelers\Calcs\Active\Soffit.retx Steel Code Check Summary - Group by member Load conditions to be included in design : D1=1.4DL ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Description Section Member Ctrl Eq.Ratio Status Reference ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ aisiSSMA_S 350S162-43 1 D1 at 100.00%0.00 OK Sec. D2 2 D1 at 0.00%0.00 OK Sec. D2 3 D1 at 100.00%0.00 OK Sec. D2 4 D1 at 0.00%0.00 OK Sec. D2 5 D1 at 100.00%0.03 OK Sec. H2 6 D1 at 50.00%0.00 OK Sec. H3 7 D1 at 0.00%0.00 OK Sec. D2 8 D1 at 0.00%0.00 OK Sec. D2 9 D1 at 100.00%0.02 OK Sec. H2 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Page1 Page 11 Current Date: 5/22/2024 5:11 PM Units system: English File name: S:\2024 projects\24017 The Shops at Santa Anita - CH Jewelers\Calcs\Active\Entry Soffit.retx Load condition: DL=Dead Load Page 12 Current Date: 5/22/2024 5:10 PM Units system: English File name: S:\2024 projects\24017 The Shops at Santa Anita - CH Jewelers\Calcs\Active\Entry Soffit.retx Page 13 Current Date: 5/22/2024 5:12 PM Units system: English File name: S:\2024 projects\24017 The Shops at Santa Anita - CH Jewelers\Calcs\Active\Entry Soffit.retx Steel Code Check Summary - Group by member Load conditions to be included in design : D1=1.4DL ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Description Section Member Ctrl Eq.Ratio Status Reference ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ aisiSSMA_S 362S162-43 3 D1 at 60.00%0.11 OK Sec. G5 7 D1 at 60.00%0.05 OK Sec. G5 8 D1 at 60.00%0.05 OK Sec. G5 9 D1 at 60.00%0.11 OK Sec. G5 10 D1 at 0.00%0.06 OK Eq. H1.2-1 11 D1 at 50.00%0.01 OK Eq. H1.2-1 12 D1 at 50.00%0.01 OK Sec. H3 13 D1 at 100.00%0.12 OK Eq. H1.2-1 14 D1 at 0.00%0.12 OK Eq. H1.2-1 15 D1 at 100.00%0.11 OK Sec. H2 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ aisiSSMA_S 600S162-68 1 D1 at 100.00%0.69 OK Sec. G5 2 D1 at 0.00%0.69 OK Sec. G5 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Page1 Page 14 CH JEWELERS 5/22/24 24017 SCREW CAPACITY Page 15 CH JEWELERS 5/22/24 24017 EXISTING FLOOR Page 16 CH JEWELERS 5/22/24 24017 EXISTING FLOOR Page 17 Stores Retail First floor 100 (4.79) Yes (4.7.2) Yes (4.7.2) 1,000 (4.45) Upper floors 75 (3.59) Yes (4.7.2) Yes (4.7.2) 1,000 (4.45) Wholesale, all floors 125 (6.00) No (4.7.3) Yes (4.7.3) 1,000 (4.45) Vehicle barriers See Sec.4.5.3 Walkways and elevated platforms (other than exit ways) 60 (2.87) Yes (4.7.2) Yes (4.7.2) Yards and terraces, pedestrian 100 (4.79) No (4.7.5) No (4.7.5) EXISTING FLOOR CH JEWELERS 5/22/24 24017 Page 18 CH JEWELERS 5/22/24 24017 GRILLE ATTACHMENT Page 19 FROM MANUFACTURER GRILL ATTACHMENT CH JEWELERS 5/22/24 24017 Page 20