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HomeMy WebLinkAbout645 W Duarte Rd - 2024 - G.F. Supermarket4/ 3 / 2 0 2 4 5 : 5 7 下午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ T0 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 TITLE SHEET T001 N/A 02-01-2024PLAN CHECK SUBMITTAL EQUIPMENT AND LIGHTING RENOVATION HKGF MARKET OF ARCADIA TENANT IMPROVEMENT 645 W DUARTE RD, ARCADIA, CA 91007 VICINITY MAP SYMBOLS AND LEGENDS GENERAL NOTES ABBREVIATIONS APPLICABLE CODES SHEET INDEX SCOPE OF WORK 1. ALL WORK SHALL COMPLY WITH CODES, LAWS & REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK & CONFORMING TO 2022 EDITION OF CALIFORNIA BUILDING STANDARDS CODE (CBSC), TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT THE JOB SITE PRIOR TO START OF WORK. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS OR CHANGES TO ARCHITECT PRIOR TO PURCHASE FABRICATION OR INSTALLATION. 4. CONTRACTOR SHALL PROTECT AREA OF WORK AND ADJACENT AREAS ON SITE FROM BEING DAMAGED DURING CONSTRUCTION. 5. COORDINATE WORK WITH THE DISTRICT & THE CITY, INCLUDING SCHEDULING TIME & LOCATIONS FOR DELIVERIES, SITE ACCESS & USE OF SERVICES, TO CREATE THE MINIMUM DISTURBANCE TO NEIGHBORS & THE DISTRICT. 6. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRIS OFF SITE. 7. MAINTAIN ALL EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. 8. PATCH & REPAIR DAMAGED SURFACE (IN CONTRACT AREA & ALL DAMAGE SURFACES & IMPROVEMENTS DAMAGED DUE TO CONSTRUCTION ACTIVITY) AS REQUIRED TO & MATCH ADJACENT SURFACES, PAINT AS REQUIRED. 9. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. 10. CONTRACTOR SHALL NOT SCALE DRAWINGS, AND WRITTEN DIMENSIONS SHALL GOVERN. CONTRACTOR SHALL CONSULT ARCHITECT IF ANY CONFLICT HAPPENS. 11. PARTITIONS ARE DIMENSIONED TO FACE OF STUD, UNLESS OTHERWISE NOTED. MANTAIN DIMENSIONS MARKED "CLEAR", ALLOW FOR THICKNESS OF FINISHES. 12. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OF CEILINGS. 13. CHANGES TO APPROVED DRAWINGS OR SPEC'S SHALL BE MADE BY AN ADDENDA OR CONSTRUCTION CHANGE DOCUMENT. 14. CONTRACTOR AND SUBCONTRACTORS SHALL MAKE FIELD WALK THROUGH THE SITE TO FAMILIARIZE WITH CONDITIONS. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO START OF WORK, INCLUDING ALL UTILITIES & OTHER WORKS & FACILITIES THAT MAY AFFECTS WORK. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS ETC. SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF WORK. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OF EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE OF THOROUGH EXAMINATION OF JOB SITE. 15. LOCATIONS OF UTILITIES IF INDICATED ON PLANS IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE, BUT IS PLOTTED FOR INFORMATION OF CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY AND DETERMINE EXACT LOCATIONS OF UTILITIES & THEIR SERVICE CONNECTIONS. 16. CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE DESIGN & GENERAL TYPE OF CONSTRUCTION DESIRED, & IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIALS & WORKMANSHIP. CONTRACTOR IS ASSUMING RESPONSIBILITY FOR THE WORK INDICATED, & SHALL COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE DRAWN. 17. CONTRACTOR SHALL CARRYALL REQUIRED INSURANCES AS PER REGULATIONS. 18. CONTRACTOR GUARANTEES THAT THE WORK PERFORMED WILL BE FREE FROM FAULTY MATERIALS & WORKMANSHIP. UPON RECEIPT OF NOTIFICATION FROM THE AUTHORITIES, CONTRACTOR SHALL REMEDY, REPAIR OR REPLACE IMMEDIATELY WITHOUT COST TO OWNER ALL DEFECTS OR IMPERFECTIONS APPEARING IN THE WORK. 19. THE INTENT OF DRAWINGS & SPECIFICATIONS IS THAT THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS SUCH THAT THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR, A CHANGE ORDER DETAILING & SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO & APPROVED BY THE AUTHORITIES BEFORE PROCEEDING WITH THE WORK. 20. NO SCOPE OF ANY WORK SHALL BE ADDED OR DELETED FROM THE APPROVED DOCUMENTS WITHOUT NOTIFYING ARCHITECT OR ENGINEER. IF CHANGES ARE TO BE MADE, A CONSTRUCTION CHANGE DOCUMENT SHALL BE FILED TO THE AUTHORITIES BY ARCHITECT OR ENGINEER. 21. WITHIN THE NOTES IN THIS SET, NUMBERS IN PARENTHESIS REFER TO THE 2022 CBC U.N.O. 22. THE DOCUMENT, INCLUDING, BUT NOT LIMITED TO, THIS DRAWING SET, IS THE PROPERTY OF ARCHITECT OR ENGINEER, AND CANNOT BE COPIED, REPRODUCED OR RELEASED TO OTHER PARTY WITHOUT WRITTEN AUTHORIZATION FROM ARCHITECT OR ENGINEER. PART 1 2022 CA. BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 CCR PART 2 2022 CA. BUILDING CODE, TITLE 24 CCR PART 3 2022 CA. ELECTRICAL CODE, TITLE 24 CCR PART 4 2022 CA. MECHANICAL CODE, TITLE 24 CCR PART 5 2022 CA. PLUMBING CODE, TITLE 24 CCR PART 6 2022 CA. ENERGY CODE, TITLE 24 CCR PART 7 CURRENTLY VACANT PART 8 2022 CA. HISTORICAL BUILDING CODE, TITLE 24 CCR PART 9 2022 CA. FIRE CODE, TITLE 24 CCR PART 10 2022 CA. EXISTING BUILDING CODE, TITLE 24 CCR PART 11 2022 CA. GREEN BUILDING STANDARDS CODE, TITLE 24 CCR PART 12 2022 CA. REFERENCE STANDARDS, TITLE 24 CCR 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ARCADIA, CALIFORNIA MUNICIPAL CODE A.B.A.Anchor Bolts A.B.C.Aggregate Base Course A.C.Air Conditioning AGGR.Aggregate ALUM.Aluminium APPROX.Approximate ARCH.Architect(ural) B.O.Bottom of BD.Board BITUM.Bituminous BLK.Block BLKG.Blocking BM.Beam BRG.Bearing C.J.Control Joint C.T.Ceramic Tile CAB.Cabinet CATV.Cable TV CER.Ceramic COL.Column CLG.Ceiling CLR.Clear C.M.U.Concrete Masonry Units CNTR.Counter CONC.Concrete CONN.Connection CONST.Construction CONT.Continuous CONTR.Contractor CPT.Carpet CORR.Corridor DET.Detail DIM.Dimension DN.Down D.P.Drainage Pipe DR.Door DRWG.Drawing EA.Each E.J.Expansion Joint EC.Electrical Contractor ELECT.Electrical ENCL.Enclosure EQ.Equal EQUIP.Equipment E.T.V. Existing To Verify E.W.Each Way EXH.Exhaust EX.AGG.Exposed Aggregate EXIST.Existing EXP.Exposed EXT.Exterior F.D.Floor Drain F.F.Finish Floor Elevation FIN.Finish(ed) FLASH.Flashing FLR.Floor FND.Foundation FT.Foot or Feet FTG.Footing FURN.Furnish(ed) FURR.Furring GA.Gauge GALV.Galvanized G.C.General Contractor GL.Glass GND.Ground GSN.General Structural Notes GYP.Gypsum H.B.Hose Bibb H.C.Hollow Core HDWD.Hardwood HDWR.Hardware HORZ.Horizontal HR.Hour HT.Height HWH.Hot Water Heater I.A.Inside Diameter IN.Inch INSUL.Insulation INT. Interior INV.Invert JST.Joist JT.Joint KIT.Kitchen LAM.Laminate(d) LAV.Lavatory LGTH.Length LIN. Lineal L.L.Live Load L.W.C.Light Weight Concrete MAS. Masonry MATL. Material MAX.Maximum MECH.Mechanical MEMB.Membrane MEP.Mech. , Elect. & Plumb. MFR.Manufacturer MIN. Minimum M.O.Masonry Opening MISC.Miscellaneous MOD. Modular MTL.Metal MULL.Mullion N.North N.I.C.Not in Contract NO.(#)Number NOM.Nominal N.T.S.Not to Scale O.A.Over All O.C.On Center O.D.Outside Diameter O.H.Overhead OPP.Opposite PERIM.Perimeter PERF.Perforated PERM.Permanent PERP.Perpendicular P.L.Property Line PLYWD.Plywood PLUMB.Plumbing PREFAB.Prefabricated PREFIN.Prefinished PROJ. Project PSI.Pounds Per Sq.In. PT.Paint P.U.E.Public Utility Easement REBAR.Reinforcing Bar REF.Refrigerator R.D.Roof Drain R.D.L.Roof Drain Leader RE.Refer REINF.Reinforcing R.O.Rough Opening R.O.W.Right of Way RM.Room REQD.Required S.C.Solid Core S.F.Square Feet or Foot SECT.Section SHLV.Shelve(s) SHT.Sheet SIM.Similar SPEC.Specification SQ.Square STD.Standard STRUCT.Structural T.O.Top of TELE.Telephone TEMP.Temporary or Tempered THK.Thickness TV.Television TYP.Typical U.L.Underwriters Lab Inc. U.O.N.Unless Otherwise Noted VERT.Vertical W/With W.C.Water Closet WD.Wood W/O Without WT.Weight PROJECT INFORMATION N T001 TITLE SHEET A001 CA FIRE CODE CHAPT 33 FIRE SAFETY DURING CONSTR & DEMO A002 ACCESSIBILITY NOTES AND DETAILS A100 SITE PLAN AND SITE DETAILS A201 NEW CONSTRUCTION PLAN A301 NEW RCP A401 NEW EQUIPMENT AND LIGHTING SPEC SHEETS A501 RESTROOM ENLARGED PLAN AND INTERIOR ELEVATIONS A502 SIGN NOTES AND DETAILS A503 DOOR SCHEDULE AND NOTES & FINISH NOTES E-1 ELEC NOTES, LEGEND, SINGLE LINE E-2 POWER PLAN E-3 LIGHTING PLAN E-4 ENERGY COMPLIANCE THE SCOPE OF WORK INCLUDES: 1. REPLACE EXISTING EQUIPMENT WITH NEW, SEE GROUND FLOOR PLAN A201; 2.ADD NEW TRACK LIGHTING @ CEILING, SEE RCP A301 AND ELECTRICAL LIGHTING PLAN E-3; 3. REVISE SOME ELECTRICAL CONDUITS PER CODE, SEE ELECTRICAL POWER PLAN E-2. PLEASE NOTE: 1.NO CHANGES TO EXISTING SITE LAYOUTS, INCLUDING, BUT NOT LIMITED TO, PARKING AND ACCESSIBLE PATHS OF TRAVEL TO BUILDING'S ENTRANCES. 2.NO CHANGES TO EXISTING BUILDING B EXCEPT THE SCOPE OF WORK LISTED ABOVE. NO CHANGES TO FLOOR AREA. 3.NO CHANGES TO EXISTING FIRE PROTECTION SYSTEM, INCLUDING STANDPIPES, SPRINKLER SYSTEM AND FIRE ALARM SYSTEM. ADDRESS:645 W DUARTE RD ARCADIA, CA 91007 APN:5778-007-011 LOT AREA:26,752 SQ. FT. BUSINESS NAME:HKGF MARKET OF ARCADIA BUSINESS OWNER:HKGF MARKET OF ARCADIA PHONE NUMBER:626-447-6282 ZONING:C-G GENERAL COMMERCIAL BUILDING AREA:22,000 SQ. FT. (NO CHANGE) STORY: 2-STORY (NO CHANGE) TYPE OCCUPANCY:M (NO CHANGE) TYPE OF CONSTRUCTION:VA (NO CHANGE) PARKING:215 (NO CHANGE) (INCLUDING 11 ACCESSIBLE, NO CHANGE) SPRINKLER SYSTEM:YES BUILDING LOCATION BUILDING LOCATION N 1 A1-1.00 1 A1-1.00 1 A1-1.00 1 A1-1.00 SHT NO. ELEV. NO. ELEV. NO.ELEV. NO. ELEV. NO. 1 A1-1.00 GRID DONO SIM-OR-TYP WINO SIM-OR-TYP LUVNO SIM-OR-TYP - PROGRAM3 PROGRAM2 PROGRAM1 RM NO SQ-FT T.S.S. T.F.F.FINFLRELEV SLABELEV NORTH ARROW N COLUMN IDENTIFICATION GRID LINES MATCH LINE SHEET WHERE DRAWN W/ DISCIPLINE PREFIX BUILDING SECTION SECTION LETTER SHEET WHERE DRAWN SHEET NUMBER EXTERIOR ELEVATION DOOR TAG DETAIL BUBBLE INTERIOR ELEVATION WINDOW TAG LOUVER TAG REVISION TAG ROOM NAME ROOM NUMBER LEVEL TAGS LEVEL TAGS ACCESSIBLE SIGN SHEET WHERE DRAWN W/ DISCIPLINE PREFIX DETAIL SECTION SECTION LETTER SHEET WHERE DRAWN ELEVATION NUMBER DETAIL ELEVATION TOPLINE BOTTOMLINE LOCATION MAP PROJECT TEAM OWNER:FRANCES HUI KJR EASTERN ENTERPRISES & LINYAN HOLDINGS LLC 159 E HUNTINGTON DR, SUITE 7 ARCADIA, CA 91006 T (626) 446-1212 TENANT:JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT:PENG JIANG JIANG ARCHITECT GROUP 1418 BUTLER AVE, #3 LOS ANGELES, CA 90025 T (323) 616-4389 ELECTRICAL HANK CHANG ENGINEER:HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD,#304 DIAMOND BAR, CA 91756 T (909) 396-8168 04-01-2024CORRECTION 1 RESUBMITTAL1 1 1 4/ 3 / 2 0 2 4 1 0 : 5 9 上午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A0 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 CA FIRE CODE CHAPT 33 FIRE SAFETY DURING CONSTR & DEMO A001 N/A 02-01-2024PLAN CHECK SUBMITTAL 04-01-2023CORRECTION 1 RESUBMITTAL1 1 4/ 3 / 2 0 2 4 1 0 : 5 9 上午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A0 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 ACCESSIBILITY NOTES AND DETAILS A002 N/ANO SCALE ADA DETAILS - CURB RAMPS11 NO SCALE ADA DETAILS - STAIRS12 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 THRESHOLDS NO SCALE ADA DETAILS - DOORS &10 NO SCALE ADA DETAILS - RAMPS9 FIGURE 11B-302.2 CARPET PILE HEIGHT ACCESSIBLE ROUTES FIGURE 11B-303.2 VERTICAL CHANGE IN LEVEL FIGURE 11B-303.2 BEVELED CHANGE IN LEVEL 11B-404.2.5 THRESHOLDS, 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. FIGURE 11B-302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES FIGURE 11B-405.7 RAMP LANDINGS ACCESSIBLE RAMPS RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM STRAIGHT RAMP RUN RAMP WITH TURNING PLATFORM RAMP LANDING AT DOORWAY ACCESSIBLE RAMPS NO SCALE ADA DETAILS - RAMPS8 RAMPS AND HANDRAILS FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION 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. ACCESSIBLE RESTROOMS FIGURE 11B-609.3 SPACING OF GRAB BARS FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION NO SCALE ADA DETAILS - RESTROOMS4 FIGURE 11B-604.8.1 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE NO SCALE ADA DETAILS - RESTROOMS3 ACCESSIBLE RESTROOMS SINGLE-ACCOMMODATION TOILET FACILITY ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN MULTIPLE-ACCOMODATION TOILET FACILITY AMBULATORY ACCESSIBLE COMPARTMENT 11B-603.2.3 DOOR SWING. 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. EXCEPTIONS: (2) WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND 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 OF CLEARANCE REQUIRED FOR ANY FIXTURE. FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.7 DISPENSER OUTLET LOCATION FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS NO SCALE ADA DETAILS - RESTROOMS2 ACCESSIBLE RESTROOMS 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 FIGURE 11B-604.3.1 SIZE OF CLEARANCE AT WATER CLOSETS FIGURE 11B-604.2 WATER CLOSET LOCATION NO SCALE ADA DETAILS - PARKING SIGNS5 PARKING SIGNS 11B-404.2.3 CLEAR WIDTH. 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. (a) HINGED DOOR (b) SLIDING DOOR (c) FOLDING DOOR MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS 11B-404.6 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS GENERAL REQUIREMENTS: 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. (A). LOCATIONS. CURB RAMPS AND THE FLARE SIDES OF CURB RAMPS SHALL NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURB RAMPS AT MARKED CROSSING SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. (B). CLEAR WIDTH: 48 INCHES (1219 MM) MINIMUM. (C). SURFACE SLOPE: DOES NOT EXCEED 1:12 GRADIENT (8.33%). (D). CROSS SLOPE: DOES NOT EXCEED 1:48 (2.1%). (E). DETECTABLE WARNING: PROVIDE TRUNCATED DOMES THAT EXTEND 36 INCHES MINIMUM IN THE DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE CURB RAMP. (11B-705.1.2.2) COUNTER SLOPE: COUNTER SLOPE OF ADJOINING GUTTERS AND ROAD SURFACE IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES (610 MM) OF THE CURB RAMP SHALL NOT 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) CURB RAMPS FIGURE 11B-406.5.8 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS DETECTABLE WARNINGS: (11B-247.1 & 705) DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES. DOME SIZE AND SPACING: SEE FIGURE 11B-705.1 CONTRAST: A DETECTABLE WARNING SURFACE SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. COLOR: YELLOW CONFORMING TO FS 33538 OF FEDERAL STANDARD 595C AT HAZARDOUS VEHICULAR AREA. EXCEPTION: DETECTABLE WARNING AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS MAY BE YELLOW OR 70% MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACE. SIZE: PROVIDE TRUNCATED DOMES TO EXTEND 36 INCHES MINIMUM IN THE DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE CURB RAMP OR CUT THROUGH MEDIAN. LOCATION: 6'-8" FROM OUTSIDE FACE OF CURB AT CURB RAMP. EXCEPTION: ON PARALLEL CURB RAMPS, DETECTABLE WARNING SHALL BE PLACED ON THE TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND SIDEWALK. FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES PARALLEL CURB RAMPS: (11B-406.3) TURNING SPACE: 48" x 48" MINIMUM LEVEL SPACE SHALL BE PROVIDED AT THE BOTTOM OF THE CURB RAMP. DIAGONAL CURB RAMPS: (CBC 11B-406.5.9 & 406.5.10) (A): CLEAR SPACE: THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIMUM OUTSIDE THE ACTIVE LANE OF THE ROADWAY. DIAGONAL CURB RAMPS AT MARKED CROSSINGS SHALL PROVIDE 48 INCHES MINIMUM CLEAR SPACE WITHIN THE MARKINGS. (B): FLARE SIDE: DIAGONAL CURB RAMPS WITH FLARE SIDE SHALL HAVE A SEGMENT OF CURB 24 INCHES LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN MARKED CROSSINGS. FIGURE 11B-406.5.10 DIAGONAL OR CORNER TYPE CURB RAMPS (a) cut through at island (b) curb ramp at island FIGURE 11B-406.6 ISLANDS IN CROSSING ISLANDS: (CBC 11B-406.6) RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET IF IT HAS CURB RAMPS AT BOTH SIDES. WIDTH: 60 INCHES MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS. CURB RAMPS: WHERE CURB RAMPS ARE PROVIDED, THEY SHALL COMPLY WITH SECTION 11B-406. DETECTABLE WARNING: ISLAND SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH SECTION 11B-705. NO SCALE ADA DETAILS - RESTROOM SIGNS1 11B-703.5 VISUAL CHARACTERS. 11B-703.5.1 FINISH AND CONTRAST. 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-703.5.4 CHARACTER PROPORTIONS. CHARACTERS 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". 11B-703.5.5 CHARACTER HEIGHT. 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". RESTROOM SIGNS 11B-703.5.10 FORMAT. TEXT SHALL BE IN A HORIZONTAL FORMAT. 11B-703.6 PICTOGRAMS. 11B-703.6.1 PICTOGRAM FIELD. PICTOGRAM SHALL HAVE A FIELD HEIGHT OF 6 INCHES (152 MM) MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 11B-703.6.3 TEXT DESCRIPTORS. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT FIGURE 11B-703.6.1 PICTOGRAM FIELD 11B-703.3 BRAILLE. 11B-703.3.1 DIMENSIONS AND CAPITALIZATION. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1. 11B-703.3.2 POSITION. 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 (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. TABLE 11B-703.3.1 BRAILLE DIMENSIONS FIGURE 11B-703.3.2 POSITION OF BRAILLE 11B-703.4 INSTALLATION HEIGHT AND LOCATION. 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. 11B-703.7.2.7 PEDESTRIAN TRAFFIC-CONTROL BUTTONS. POLE-SUPPORTED PEDESTRIAN TRAFFIC-CONTROL BUTTONS SHALL BE IDENTIFIED WITH COLOR CODING CONSISTING OF A TEXTURED HORIZONTAL YELLOW BAND 2 INCHES (51 MM) IN WIDTH ENCIRCLING THE POLE, AND A 1-INCH-WIDE (25 MM) 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 (1219 MM) ABOVE THE GROUND SURFACE ADJACENT TO THE POLE. TABLE 11A-7B ELEVATOR CONTROL PANEL 11B-703.7.2.6 TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. GEOMETRIC SYMBOLS AT ENTRANCES TO TOILET AND BATHING ROOMS SHALL BE MOUNTED AT 58 INCHES (1473 MM) MINIMUM AND 60 INCHES (1524 MM) 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 (25 MM) OF THE VERTICAL CENTERLINE OF THE DOOR. 11B-703.7.2.6.1 MEN'S TOILET AND BATHING FACILITIES. AN EQUILATERAL TRIANGLE, 1/4 INCH (6.4 MM) THICK WITH EDGES 12 INCHES (305 MM) LONG AND A VERTEX POINTING UPWARD, SHALL BE LOCATED AT ENTRANCES TO MEN'S TOILET AND BATHING FACILITIES. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 11B-703.7.2.6.2 WOMEN'S TOILET AND BATHING FACILITIES. A CIRCLE, 1/4 INCH (6.4 MM) THICK AND 12 INCHES (305 MM) IN DIAMETER, SHALL BE LOCATED AT ENTRANCES TO WOMEN'S TOILET AND BATHING FACILITIES. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS DOOR AND MANEUVERING SPACE FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES MANEUVERING SPACE NO SCALE ADA DETAILS - DOORS &7 PARKING STALLS FIGURE 11B-502.2 VEHICLE PARKING SPACES NO SCALE ADA DETAILS - PARKING STALLS6 FIGURE 11B-502.2.3 ANGLED AND PERPENDICULAR PARKING IDENTIFICATION VEHICLE SPACES. CAR AND VAN PARKING SPACES SHALL BE 216 INCHES (18 FEET) LONG MINIMUM. CAR PARKING SPACES SHALL BE 106 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 98 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 BORDERLINE 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 ALL 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. 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 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 A MINIMUM 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". (b) ELEVATION CHILDREN (a) ELEVATION a. MINIMUM 30"x48" CLEAR SPACE IS PROVIDED IN FRONT OF SINK THAT ALLOWS FORWARD APPROACH. b. REQUIRED CLEAR SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE, AND EXTENDS 19" MAX. UNDER LAVATORY. c. LAVATORIES ADJACENT TO SIDE WALL SHALL HAVE 18" MINIMUM FROM WALL TO THE CENTERLINE OF LAVATORY. d. KNEE CLEARANCE UNDER SINK IS A MINIMUM OF 27" HIGH AND 30" WIDE, AND PROVIDES AN ABSOLUTE DEPTH OF 19" UNDERNEATH THE SINK. e. HOT WATER AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATED. f. THERE ARE NO SHARP OR ABRASIVE ELEMENTS UNDER SINK. g. FAUCETS ARE LEVER TYPE, ELECTRONICALLY ACTIVATED OR APPROVED SELF CLOSING VALVES (MINIMUM 10 SECOND OPEN FLOW). h. FAUCETS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. i. 5 LB. MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS. j. MIRROR SHALL BE MOUNTED SO BOTTOM EDGE IS NO HIGHER THAN 40" TO FLOOR. (a) KNEE SPACE - GENERAL REQUIREMENT (b) TOE SPACE - GENERAL REQUIREMENT (c) KNEE AND TOE SPACE FOR LAVATORIES FIGURE 11A-9D KNEE AND TOE SPACE FIGURE 11B-306.3 KNEE CLEARANCE 02-01-2024PLAN CHECK SUBMITTAL 04-01-2023CORRECTION 1 RESUBMITTAL1 1 PARKINGPARKING PARKING PARKING PARKING 23 15 25 BUILDING B HKGF MARKET OF ARCADIA (22,000 SQ.FT.) BUILDING A (18,346 SQ.FT.) BUILDING C (10,122 SQ.FT.) 14 16 W DUARTE RD ARCADIA AVE VAN 24 15 ATM 21 25 7 7 21 6 VAN 2 - 2 - 2 - 2 - 2 - 9 - 9 - 9 - 9 - 0 20'40'60'80' 2.3"-2.4" 0.65" MIN. 2. 3 " - 2 . 4 " TOP DIA. OF 0.45"-0.47" BASE DIA. OF 0.9"-0.92" PLAN A A 11 2" 2" 4'-0" 81 2" 8" 312"6" 212" 3/4" DIA. HOLE, THROUGH EA. END CONCRETE WHEEL STOP TOP OF ASPHALT CONCRETE PAVING #3 REINFORCING BAR, TYPICAL #4 REINFORCING BAR, ANCHOR PINS, 18" LONG, EPOXY CONCRETE TO ASPHALT CONCRETE PAVING 3'-0" MIN.3'-0" MIN. FROM FRONT LINE OF PARKING SPACE, EDGE OF CURB, WALL, BUILDING OR PROPERTY LINE U.N.O. FRONT LINE OF PARKING SPACE, EDGE OF CURB, WALL, BUILDING OR PROPERTY LINE BPLAN B ELEVATION SECTION B-B 17"MIN. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYINGDISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT _______ BY TELEPHONING _______. 22 " M I N . 80 " M I N . 2' - 0 " 1"MIN. HIGH TEXT/LETTER FILL IN BLANK SPACES WITH THE APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN 2" DIA. GALVANIZED STEEL PIPE 2 1/2" DIA. GALVANIZED STEEL PIPE SLEEVE 1'-6" DIA. CONCRETE FOOTING, 2'-0" DEEP 80 " M I N . 2' - 0 " PARKING ONLY MINIMUM FINE $250 2" DIA. GALVANIZED STEEL PIPE 70 SQ. IN. MIN. IN SIGN SIZE 6"x6" MIN. 2 1/2" DIA. GALVANIZED STEEL PIPE SLEEVE 1'-6" DIA. CONCRETE FOOTING, 2'-0" DEEP 2" DIA. GALVANIZED STEEL PIPE 80 " M I N . 2' - 0 " PARKING ONLY VAN ACCESSIBLE MINIMUM FINE $250 70 SQ. IN. MIN. IN SIGN SIZE 6"x6" MIN. PROVIDE "VAN ACCESSIBLE" TEXT /LETTER AT VAN ACCESSIBLE STALLS 2 1/2" DIA. GALVANIZED STEEL PIPE SLEEVE 1'-6" DIA. CONCRETE FOOTING, 2'-0" DEEP TOP DIA. OF 0.45"-0.47" BASE DIA. OF 0.9"-0.92" 0. 1 8 " - 0 . 2 2 " SECTION A-A TRUNCATED DOMES 9'-0" MIN. 5'-0" MIN. AT TYP. ACCESSIBLE PARKING STALL 8'-0" MIN. AT VAN ACCESSIBLE PARKING STALL 9'-0" MIN. 3'-0" 18 ' - 0 " M I N . 3' - 0 " 10" MIN. ACCESS AISLE BLUE BORDER, 4" WIDE HATCHED LINES AT 36" ON CENTER MAX., 4" WIDE, BLUE NO PARKING WHITE LETTERING, 12" MIN. HEIGHT INTERNATIONAL SYMBOL OF ACCESSIBILITY 36"x 36" MIN. VAN ACCESSIBLE PARKING IDENTIFICATION SIGN, SEE TYP. ACCESSIBLE PARKING IDENTIFICATION SIGN, SEE CURB RAMP, SEE WHEEL STOP, SEE 5 - 8 - 7 - 4 - 48" MIN. 48 " M I N . SLOPESLOPE TOP LANDING AT LEAST AS SIDE AS RAMP WITH SLOPE 1:48 MAX. 6" - 8 " 36 " M I N . RAMP SLOPE 1:12 MAX. SURFACE OF RAMP AND FLARED SIDES TO BE SLIP RESISTANT, FLARED SIDES SLOPE 1:10 MAX. DETECTABLE WARNINGS, SEE A. PERPENDICULAR CURB RAMP 3 - 48" MIN. SLOPE B. PARALLEL CURB RAMP SLOPE 48 " M I N . THE RUNNING SLOPE OF THE CURB RAMP SEGMENTS SHALL BE IN-LINE WITH THE DIRECTION OF SIDEWALK TRAVEL. RAMP SLOPE 1:12 MAX. DETECTABLE WARNINGS, SEE 3 - 80 " M I N . 2' - 0 " ACCESSIBLE ROUTE 2" DIA. GALVANIZED STEEL PIPE 6"x6" MIN. 2 1/2" DIA. GALVANIZED STEEL PIPE SLEEVE 1'-6" DIA. CONCRETE FOOTING, 2'-0" DEEP 1' - 6 " 1'-0" ARROW TO POINT IN DIRECTION ACCESSIBLE ROUTE TO BUILDING 4/ 3 / 2 0 2 4 5 : 5 1 下午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A1 0 0 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 SITE PLAN AND SITE DETAILS A100 AS NOTED 02-01-2024PLAN CHECK SUBMITTAL 04-01-2024CORRECTION 1 RESUBMITTAL1 Scale: 1" = 40'-0" SITE PLAN1 LEGENDS: ACCESSIBLE PATH OF TRAVEL FROM ACCESSIBLE PARKING TO ENTRANCE ACCESSIBLE PATH OF TRAVEL FROM PUBLIC WAY TO ALTERATION AREA NOTES: 1. ACCESSIBLE PATH OF TRAVEL FROM PUBLIC WAY AND ACCESSIBLE PARKING SPACES TO PRIMARY ENTRANCES: (1). WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2"; (2). AT LEAST 48" WIDE; (3). CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%; (4). SURFACE IS STABLE, FIRM AND SLIP RESISTANT; (5). FREE OF OVERHANGING OBSTRUCTIONS TO 80" MIN., AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". (6). INSPECTOR TO VERIFY IN FIELD. GENERAL NOTES: 1. CONTRACTOR TO FURNISH AND MAINTAIN TEMPORARY SANITARY FACILITIES AS REQUIRED DURING CONSTRUCTION. 2. ALL REQUIRED WORK AND ALL REPAIR OF DAMAGES ON AND OFF PUBLIC PROPERTY (SIDEWALK, CURB, STREET, ETC.) OCCURRING AS RESULT OF CONSTRUCTION PROCEDURE, ETC., SHALL BE DONE ACCORDING TO GOVERNING REGULATIONS, SPECIFICATIONS, ETC., MATCH AND PATCH THIS WORK TO BE CONSISTENT WITH SAID ADJOINING CONDITIONS AT NO EXTRA COST. 3. PROVIDE AND COORDINATE SITE PLUMBING, DRAINAGE, ELECTRICAL, TELEPHONE, ETC., WORK TO PROVIDE COMPLETE OPERATING SYSTEMS. ALL NECESSARY WORK INVOLVING EXISTING CURBS, STREETS, SIDEWALKS, ETC., TRENCHING, BACK FILLING, REPAIRING, ETC., INSIDE AND OUTSIDE OF PROPERTY LINES SHALL BE PROVIDED. 4. FOR UTILITIES, SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR BUILDING WORK. 5. ALL ROOF DRAINS DISCHARGING RAIN WATER WITHIN 25 FEET OF PROPERTY LINES AT STREETS, SHALL BE CONDUCTED TO DRAINAGE WITHOUT STREET FLOW OVER SIDEWALKS. 6. PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES, OR AS NECESSARY FOR PEDESTRIANS SAFETY. 7. ALL WORK MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING CODES, REGULATIONS AND AGENCIES. 8. GOVERNING CODES AND FIRE DEPARTMENT FILED INSPECTOR SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF REQUIRED PORTABLE FIRE EXTINGUISHERS. 9. GLASS AND GLAZING TO COMPLY WITH CFC PART 2101 OF CONSUMER PRODUCT SAFETY COMMISSION. 10. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FILED INSPECTOR. 11. CONTRACTOR SHALL PROVIDE ALL CEILING OR WALL ACCESS PANELS (OR ACCESS DOORS) AS REQUIRED BY THE AIR CONDITIONING, PLUMBING AND ELECTRICAL SYSTEMS. 12. SIGN CONTRACTOR TO OBTAIN SEPARATE PERMITS FROM BUILDING DEPARTMENT FOR INSTALLATION OF ALL SIGNS AS REQUIRED BY LOCAL CODE. 13. ALL DETECTABLE WARNING PRODUCTS SPECIFIED SHALL HAVE A 5-YEAR WARRANTY FOR DURABILITY AND COLORFASTNESS. 14. THE LOCAL AGENCY IS TO VERIFY WITH OWNER ALL SALVAGED ITEMS TO BE RETAINED BY OWNER INCLUDING BUT NOT LIMITED TO, PLUMING FIXTURES, FITTINGS AND ACCESSORIES. 15. AREA OF NEW PATH OF TRAVEL PAVING AT LANDINGS AND CHANGE OF DIRECTIONS SHALL NOT SLOPE MORE THAN 2% IN ANY DIRECTION. 16. ALL WELDS AT HANDRAILS, GUARDRAILS & GATES SHALL BEE GROUND SMOOTH. 17. CONTRACTOR SHALL PROVIDE DIRECTIONAL SIGNS WITH THE APPROPRIATE ARROWS CORRESPONDING WITH THE PATH OF TRAVEL INDICATED ON THE SITE PLAN. 18. ALL NEW DRAINAGE GRATES SHALL HAVE OPENINGS THAT DO NOT EXCEED 1/2" IN DIRECTION OF TRAVEL AND SHALL BE INSTALLED SO THAT THE ELONGATED OPENINGS ARE PERPENDICULAR TO THE DIRECTION OF TRAVEL. 19. ALL WALL MOUNTED ACCESSORIES, IF OVER 27" AFF, SHALL HAVE A 4" MAX. PROJECTION INTO THE PATH OF TRAVEL. 20. PATH OF TRAVEL AS INDICATED IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX. SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS 5% UNLESS OTHERWISE INDICATED. PATH OF TRAVEL SHALL MAINTAIN FREE OF OVERHANGING OBSTRUCTIONS TO 80" MIN. AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". 21.FOR GRATINGS LOCATED IN THE SURFACE ON ANY PEDESTRIAN WAY IN THE PATH OF TRAVEL, GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2" MAX. IN THE DIRECTION OF TRAFFIC FLOW. 22.THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO MODIFY THE FACILITY FOR ACCESSIBILITY IN ACCORDANCE WITH TITLE 24 CCR. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS SUCH THAT THE FINISHED WORK WILL NOT COMPLY WITH SAID TITLE 24 CCR, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY LOCAL AUTHORITIES BEFORE PROCEEDING. 23.THESE DOCUMENTS WILL INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS, MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS AS SCOPE DOCUMENTS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE PROJECT. ON THE BASIS OF THE GENERAL SCOPE DESCRIBED, ANY WORK OR MATERIALS NOT DIRECTLY NOTED IN THE CONTRACT DOCUMENTS, BUT NECESSARY FOR THE INTENT THEREOF, ARE IMPLIED AND ARE TO BE PROVIDED FOR AS IF SPECIFICALLY DESCRIBED. 24.NO HAZARDOUS MATERIALS SHALL BE STORED AND/OR USED WITHIN THE BUILDING, WHICH WILL EXCEED THE QUANTITIES LISTED IN 2016CBC TABLE 307.1(1) AND 307.1(2). 25.WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN 2022CBC TABLE 803.5. 26.THE MEANS OF EGRESS SHALL BE ILLUMINATED WITH AT LEAST ONE FOOT CANDLE AT THE FLOOR LEVEL. 27.PROVIDE TWO SOURCES OF POWER FOR MEANS OF EGRESS ILLUMINATION INCLUDING EXIT SIGNS IN BUILDINGS WITH AN OCCUPANT LOAD OF OVER 100. 28.T-BAR CEILING NOT ALLOWED TO SUPPORT INSULATION. 29.PROVIDE SUITE NUMBER AT LEAST 6" HIGH, VISIBLE FROM ROADWAY. 30.EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF-RELEASING LOCKING DEVICES ON EXIT DOORS. 31.PROVIDE SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WITH A MIN. 1" LETTERING ADJACENT TO EXIT FRONT DOOR. PARKING DATA: BUILDING A (NO CHANGE)TOTAL 18,346 SQ.FT. PARKING RETAIL 14,600 SQ.FT. 1/200 SQ. FT. 74 BUILDING B (NO CHANGE) HKGF MARKET OF ARCADIA TOTAL 22,000 SQ.FT. PARKING RETAIL 17,600 SQ.FT. 1/200 SQ. FT. 89 BUILDING C (NO CHANGE)TOTAL 10,122 SQ. FT. PARKING RETAIL 8,100 SQ.FT. 1/200 SQ. FT. 41 TOTAL PARKING REQUIRED 204 TOTAL PARKING PROVIDED (WITH PARKING LOT SHARED 215 WITH OTHER BUILDINGS OF THE PLAZA) (NO CHANGE) REGULAR PARKING 199 ACCESSIBLE PARKING REQUIRED (PER CBC 11B 208.2 201-300 TOTAL PK.) 7 ACCESSIBLE PARKING PROVIDED 11 9 ACCESS. + 2 VAN ACCESS. N 1 NOTES: 1. DETECTABLE WARNINGS SHALL COMPLY WITH CBC 11B-705. 2. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND PROVIDE A VISUAL CONTRAST WITH THE ADJACENT WALKING SURFACE (11B-705.1.1.3). 3. DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36" IN THE DIRECTION OF TRAVEL (11B-705.1.2.2). Scale: 1" = 1'-0" WHEEL STOP DETAILS4 NOTES: THE ACCESSIBLE SITE 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. THE SIGN SHALL COMPLY WITH CBC 1109A.8.8 AND 11B-502.8. NOTES: THE ACCESSIBLE PARKING SIGN SHALL COMPLY WITH CBC 11B-502.6, AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1. SIGN DETAIL Scale: 3/4" = 1'-0" ACCSSSIBLE PARKING7DETAILScale: 3/4" = 1'-0" SITE SIGN6 SIGN DETAIL Scale: 3/4" = 1'-0" VAN ACCESSIBLE PARKING8 NOTES: THE VAN ACCESSIBLE PARKING SIGN SHALL COMPLY WITH CBC 1109A.8.6 AND 11B-502.6. Scale: 1/8" = 1'-0" ACCESS. PARKING LAYOUT2 NOTES: 1. ACCESSIBLE PARKING SHALL COMPLY WITH CBC 11B-502 AND 11B-503.. 2. ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGN SHALL BE 70 SQUARE INCHES MIN. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION "VAN ACCESSIBLE". 2. PROVIDE A VERTICAL CLEARANCE OF 114" MIN. AT ACCESSIBLE PASSENGER LOADING ZONES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH AREAS FROM SITE ENTRANCES AND EXITS. AT VAN ACCESSIBLE PARKING SPACES, PROVIDE VERTICAL CLEARANCE OF 98" MIN. AT THE PARKING SPACE AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE ENTRANCES AND EXITS. Scale: 1/4" = 1'-0" ACCESS. CURB RAMP DETL.5 Scale: 2" = 1'-0" DETECTABLE WARNINGS DETL.3 NOTES: PERPENDICULAR CURB RAMPS SHALL COMPLY WITH CBC 11B-406.2 AND 11B-406.5. NOTES: PARALLEL CURB RAMPS SHALL COMPLY WITH CBC 11B-406.3 AND 11B-406.5. SIGN DETAIL Scale: 3/4" = 1'-0" ACCESSIBLE ROUTE9 NOTES: THE ACCESSIBLE ROUTE SIGN SHALL BE POSTED AT THE FOLLOWING LOCATIONS: (1). AT EVERY ACCESSIBLE PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL (2). ACCESSIBLE ROUTE OF TRAVEL THE ACCESSIBLE ROUTE SIGN SHALL COMPLY WITH CBC 1110A.2 AND 11B-216.3. OFFICE PRODUCE COOLER ACCOUNTING OFFICE MEN WOMEN PRODUCE COOLER MEAT FREEZERFISH FREEZER FROZEN FOOD UNISEX REST RM MEN'S LOCKER WOMEN'S LOCKER FISH COOLER DRY FOOD FROZEN FOOD STORAGE ROOM 1 MEAT COOLER STORAGE AREAUP UP FISH & MEAT DEPT. PREP. AREA CUSTOMER CHECK AISLES PRODUCE FROZEN FOOD MEAT DEPT. DAIRY DRY FOOD FROZEN FOOD LIQUOR & CIGARETTE MEAT PRODUCE PRODUCE DRY FOOD DRY FOOD 1 2 2 2 234 4 3 52 2 2 2 2 7 6 6'-0" 6' - 0 " 6' - 0 " 6'-0"6'-0" 6' - 0 " 6'-0" 7' - 6 " 7' - 6 " 7' - 6 " 6'-0" 5'-0" 7'-6"4'-0" 10 ' - 0 " 9'-6" Ø5'-0" Ø5'-0" 8' - 0 " 6' - 0 " 6'-0" 6'-0" 1 A501 2 8 9 1A 1A 1A 1A 1A 1A 22 1D 1D 1D 1D 2 1D 1D 1D DO 01 2 A501 DO 01 DO 03 DO 06DO 05 DO 04 DO 07 DO 08 DO 11 DO 12 DO 13 DO 14 DO 15 DO 16 DO 17 DO 20 DO 18 1D DO 19DO 21 DO 22 DO 23 DO 24 DO 25 DO 27 DO 26 DO 29 DO 28 DO 30 7 7A KEYNOTES FOR NEW EQUIPMENT: EXTENT OF NEW EQUIPMENT TO REPLACE OLD ONES ACCESSIBLE PATH OF TRAVEL, COMPLY TO ACCESSIBLE CODES, VERIFY IN FIELD TACTILE SIGN SYMBOL, VERIFY IN FIELD SEE A502 FOR SIGN NOTES AND DETAILS UNIVERSAL MOUNTING DUAL HEAD ILLUMINATED EXIT AND EMERGENCY SIGN WITH 90 MINUTES BATTERY BACK UP, VERIFY IN FIELD, NO. GENERAL NOTES: 1. CONTRACTOR TO MAINTAIN STRUCTURAL INTEGRITY OF BUILDING, AND PROTECT IN PLACE ALL STRUCTURE TO REMAIN U.N.O. 2. CONTRACTOR TO VERIFY ALL EXISTING WALL AND OTHER ELEMENTS LOCATIONS AND DIMENSIONS PRIOR TO COMMENCING THE WORK. ALL DIMENSIONS SHOWN ON DRAWINGS ARE FROM THE FINISH OF THE WALL TO THE FINISH OF THE WALL. CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEERS IMMEDIATELY SHOULD FIND ANY DISCREPANCIES IN THE DRAWINGS. 3. REFER TO THE FOLLOWING DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION: MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DOCUMENTS ARCHITECT OR ENGINEERS REFER TO. 4. CONDUCT A PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEERS, TENANT AND DESIGNATED OWNER'S REPRESENTATIVE PRIOR TO ANY DEMOLITION. THIS MEETING DOES NOT PRECLUDE MEETINGS REQUIRED WITH THE AUTHORITIES HAVING JURISDICTION. 5. REVIEW ALL ITEMS TO BE REMOVED WITH TENANT, A REPRESENTATIVE OF THE OWNER AND OF THE ARCHITECT TO DETERMINE WHICH ITEMS SHALL BE SAVED. ITEMS THAT ARE IDENTIFIED TO BE STORED BY THE TENANT AND THE OWNER SHALL BE DELIVERED BY THE CONTRACTOR TO A LOCATION DESIGNATED BY THE TENANT OR OWNER. ALL REMAINING ITEMS SHALL BE DISPOSED OF AT THE CONTRACTOR'S EXPENSE. 6. IMMEDIATELY NOTIFY THE ARCHITECT, ENGINEERS, TENANT AND DESIGNATED OWNER'S REPRESENTATIVE IF ANY WORK INDICATED IN DEMOLITION DOCUMENTS CANNOT BE PERFORMED DUE TO FIELD CONDITIONS. 7. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS TO PROTECT PERSONNEL AND STRUCTURES. 8. SALVAGE AND STORE EXISTING ELECTRICAL EQUIPMENT FOR REUSE AS INSTRUCTED BY ELECTRICAL ENGINEER. PREPARE AND SUBMIT A LIST OF SALVAGED EQUIPMENT TO THE ARCHITECT, ELECTRICAL ENGINEER, TENANT AND DESIGNATED OWNER'S REPRESENTATIVE. 9. RETAIN EXISTING MECHANICAL EQUIPMENT AS INSTRUCTED BY MECHANICAL ENGINEER. 10. SALVAGE AND STORE EXISTING PLUMBING FIXTURES FOR REUSE AS INSTRUCTED BY PLUMBING ENGINEER. PREPARE AND SUBMIT A LIST OF SALVAGED PLUMBING FIXTURES TO THE ARCHITECT, PLUMBING ENGINEER, TENANT AND DESIGNATED OWNER'S REPRESENTATIVE. 11. WHERE WALLS, PLUMBING FIXTURES, FLOOR DRAINS, ETC. ARE REMOVED FROM THE FLOOR AND WHERE DEPRESSIONS OCCUR, LEVEL EXISTING FLOOR WITH A FLOOR FILLER APPROVED BY THE ARCHITECT. 12. PREPARE ALL FLOORS RECEIVING A NEW FINISH PER FINISHES INDICATED IN THE FINISH SCHEDULE. 13. VERIFY LOCATIONS OF ALL EXISTING UTILITIES AND UNDERGROUND AND ON-GROUND STRUCTURES PRIOR TO REROUTING PER MECHANICAL, ELECTRICAL PLUMBING PLANS. 14. DEMOLITION WORK SHOWN ON THE CONTRACT DOCUMENTS IS DIAGRAMMATIC, ALL CONDITIONS MAY NOT BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL THESE CONDITIONS PRIOR TO WORK. 15. WHERE DEMOLITION INTERFERES WITH EXISTING CONDITIONS, CONTRACTOR TO NOTIFY AND COORDINATE WITH ARCHITECT, TENANT AND OWNER'S REPRESENTATIVE. 16. CONTRACTOR TO PROTECT EXISTING TO REMAIN DURING DEMOLITION AND CONSTRUCTION. 17. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND OTHER DOCUMENTS FOR MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION NOTES. 18. LOCATION OF FIRE EXTINGUISHERS IS BASED ON 75' TRAVEL DISTANCE, AND NEEDS TO BE APPROVED BY LOCAL AUTHORITIES. CONTRACTOR TO INSTALL AND VERIFY THE FIRE EXTINGUISHERS' NUMBER AND LOCATION. 19. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING AND SHORING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. DESIGN AND CALCULATIONS FOR BRACING AND SHORING SHALL BE THE SOLE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR. 20. CONTRACTOR TO PROVIDE TEMPORARY PEDESTRIAN PROTECTION DURING ALL PHASES OF CONSTRUCTION. JOB SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 21. CONTRACTOR TO PROTECT ALL UTILITIES, SEWER WATER, GAS LINES, ELECTRICAL CONDUITS, ETC. THAT ARE TO REMAIN AND SHALL PATCH AND REPAIR ALL DAMAGES IF OCCURS. 22. WHERE ANY PLUMBING, ELECTRICAL AND MECHANICAL ITEMS HAVE BEEN REMOVED, BELOW FLOOR, BEHIND FACE OF WALL, OR ABOVE CEILING, PATCH AND REPAIR FLOOR, CEILING AND WALLS AS NECESSARY. 23. FOR ALL PARTITIONS BEING REMOVED, STRIP OUT ALL THE CONDUCTORS AND CONDUIT TO MAIN DISTRIBUTION PANEL. 24. ALL ASBESTOS SHALL BE REMOVED BY THE OWNER PRIOR TO GENERAL CONTRACTOR COMMENCING WORK. NOTIFY OWNER IF ANY MATERIAL DISCOVERED IS SUSPECTED OF ASBESTOS. 25. EQUIPMENT/FIXTURE/FURNITURE MODELS AND DIMENSIONS ARE PROVIDED BY TENANT. CONTRACTOR SHALL VERIFY AND CONFIRM THE DIMENSIONS PRIOR TO INSTALLATION OR LAY OUT. ARCHITECT IS NOT RESPONSIBLE FOR INSTALLING OR FITTING INTO THE BUILDING.ILLUMINATED EXIT AND EMERGENCY SIGN WITH 90 MINUTES BATTERY BACK UP, VERIFY IN FIELD, SEE 4/A502 FOR SIGN NOTES AND DETAILS DOOR, SEE A503 FOR DOOR SCHEDULE AND DOOR NOTES NEW DISPLAY FRIDGE FOR PRODUCE SEE SPEC SHEETS FOR EQUIPMENT DETAILS NEW ISLAND DISPLAY FREEZER SEE SPEC SHEETS FOR EQUIPMENT DETAILS NEW REACH-IN UPRIGHT FRIDGE/FREEZER, TYPE I SEE SPEC SHEETS FOR EQUIPMENT DETAILS NEW REACH-IN UPRIGHT FRIDGE/FREEZER, TYPE II 3 2 1 DO NO. NEW REACH-IN UPRIGHT FRIDGE/FREEZER, TYPE II SEE SPEC SHEETS FOR EQUIPMENT DETAILS NEW DISPLAY FREEZER FOR MEAT SEE SPEC SHEETS FOR EQUIPMENT DETAILS NEW COMBINATION FREEZER SEE SPEC SHEETS FOR EQUIPMENT DETAILS NEW CHECK STAND SEE SPEC SHEET FOR CHECK STAND EQUIPMENT DETAILS, COMPLY TO ACCESSIBLE CODES NEW ACCESSIBLE CHECK STAND WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SEE SPEC SHEET FOR CHECK STAND EQUIPMENT 5 7 4 6 7A INTERNATIONAL SYMBOL OF ACCESSIBILITY SEE SPEC SHEET FOR CHECK STAND EQUIPMENT DETAILS, COMPLY TO ACCESSIBLE CODES THE ACCESSIBLE CHECK STAND HEIGHT IS 34" MAX. (CBC 11B-308) OPERABLE PARTS OF HARDWARE SHALL BE IN" MIN. AND 44" MAX. (CBC 11B-404.2.7) OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND THE FORCE SHALL BE 5 LBS MAX. (CBC 11B-309.4) THE SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND AND SHALL STATE THAT "THIS CHECK STAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" ACCESSIBLE PATH FROM ENTRANCE & PROPOSED AREA ACCESSIBLE PATH FROM ENTRANCE & PROPOSED AREA OF REMODEL TO EXISTING ACCESSIBLE RESTROOMS, COMPLYING WITH ACCESSIBLE CODES, CONTRACTOR VERIFY IN FILED EXISTING UNISEX RESTROOM. THE UNISEX RESTOOM SYMBOL COMPLIES TO THE CODES OF CBC 11B, AB 1732, H&S CODE 118600, DSA POLICY AND OTHER CODES. VERIFY IN FIELD 8 9 NOTES: 1. NO CHANGES TO EXISTING BUILDING, EXCEPT REPLACING EXISTING EQUIPMENT WITH NEW AND ADDING NEW LIGHTING FIXTURES AS SHOWN IN THE PLAN. 2. NO CHANGES TO EXISTING EGRESS COMPONENTS INCLUDING ACCESSIBLE MEANS OF EGRESS. ALL EGRESS COMPONENTS, AS WELL AS ACCESSIBLE PATH OF TRAVEL, SHALL COMPLY TO THE CURRENT CODE. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE INSTALLATION OF NEW EQUIPMENT AND FIXTURES. 4/ 3 / 2 0 2 4 1 1 : 4 9 下午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A2 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 NEW CONSTRUCTION PLAN A201 AS NOTED 02-01-2024PLAN CHECK SUBMITTAL Scale: 1/8" = 1'-0" NEW CONSTRUCTION PLAN - GROUND FLOOR1 N 04-01-2024 1 CORRECTION 1 RESUBMITTAL1 11 11 1 2 2 2 2 1 111 1 1 1 1 1 KEYNOTES FOR ELECTRICAL: EXTENT OF NEW TRACK LIGHTINGS NEW TRACK LIGHTING, SEE 8/A401 SPEC SHEETS FOR DETAILS SEE ELECTRICAL PLAN FOR MORE INSTALLATION INFO EXISTING ELECTRICAL CONDUIT TO FLOOR BY METAL TUBE SEE ELECTRICAL PLAN FOR ELECTRICAL CONDUIT SUPPORT AND MORE DETAILS 1 2 LEGEND: EXISTING TO REMAIN EXISTING CEILING TYPE 1, EXISTING 2'x4' ACOUSTIC CEILING GRID AND CEILING TILE TO REMAIN EXISTING CEILING TYPE 2, EXISTING GYP. BOARD CEILING TO REMAIN EXISTING HVAC SUPPLY OR RETURN AIR GRILLE TO REMAIN EXISTING UNIVERSAL MOUNTING DUAL HEAD ILLUMINATED EXIT AND EMERGENCY SIGN WITH 90 MINUTES BATTERY BACK UP, EXISTING TO REMAIN EXISTING AIR CURTAIN TO REMAIN EXISTING FLUORESCENT SURFACE MOUNTED STRIP FIXTURE TO REMAIN EXISTING 2'x4' RECESSED LAY IN FIXTURE TO REMAIN EXISTING SQUARE DOWNLIGHT TO REMAIN EXISTING DOWNLIGHT TO REMAIN NEW TRACK LIGHTING FIXTURE, SEE 8/A401 FOR LIGHTING SPECS NOTES: 1. MEANS OF EGRESS SHALL BE ILLUMINATED WITH AT LEAST ONE FOOT CANDLE AT FLOOR LEVEL. 2. EXISTING SPRINKLER SYSTEM TO REMAIN. ANY MODIFICATIONS TO EXISTING SPRINKLER SYSTEM NEEDS TO BE APPROVED BY FIRE DEPARTMENT BEFORE MODIFICATIONS. 4/ 3 / 2 0 2 4 1 0 : 5 6 上午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A3 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 NEW RCP A301 AS NOTED 02-01-2024PLAN CHECK SUBMITTAL Scale: 1/8" = 1'-0" NEW REFLECTED CEILING PLAN - GROUND FLOOR1 N 4/ 3 / 2 0 2 4 1 0 : 5 5 上午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A4 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 NEW EQUIPMENT AND LIGHTING SPEC SHEETS A401 AS NOTED 02-01-2024PLAN CHECK SUBMITTAL DISPLAY FRIDGE SPEC1 ISLAND DISPLAY FREEZER SPEC2 TYPE I REACH-IN UPRIGHT FRIDGE/FREEZER3 TYPE I REACH-IN UPRIGHT FRIDGE/FREEZER4 DISPLAY FREEZER5 COMBINATION FREEZER6 CHECK STAND7 TRACK LIGHT8 NOTE: 1. NEW ACCESSIBLE CHECK STAND WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 2. SEE SPEC SHEET FOR CHECK STAND EQUIPMENT DETAILS, COMPLY TO ACCESSIBLE CODES 3. THE ACCESSIBLE CHECK STAND HEIGHT IS 34" MAX. (CBC 11B-308) 4. OPERABLE PARTS OF HARDWARE SHALL BE IN" MIN. AND 44" MAX. (CBC 11B-404.2.7) 5. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND THE FORCE SHALL BE 5 LBS MAX. (CBC 11B-309.4) 6. THE SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND AND SHALL STATE THAT "THIS CHECK STAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" 04-01-2024 1 CORRECTION 1 RESUBMITTAL1 1 (E) WOMEN'S 5' - 0 " C L E A R 6'-9" (E) MEN'S 7'-0"± 11'-3" 5' - 0 " C L E A R 2'-6"MIN. 3' - 6 " M I N . 5'- 0 " C L E A R 2' - 6 " M I N . 3'-6"MIN. 2'-6"MIN. 3' - 6 " M I N . 5' - 0 " M I N . 4'-0"MIN. 5'- 0 " C L E A R 5' - 0 " 7' - 6 " ± 5 ' - 2 " 4'-8" 3' - 0 " M I N . 5'-0"± 7'-4"± 13'-1" 5'-6" 5'-0"MIN. 4' - 0 " M I N . 5'- 0 " C L E A R 5'- 0 " C L E A R ± 6 ' - 6 1 2" ± 1 1 ' - 6 1 2" 7'-4" (E) CORRIDOR 3' - 0 " M I N . A501 3 5 7 A501 4 A501 4 A501 4 A501 8 6 9 A501 11 A501 10 A501 8 9 3' - 0 " M I N . 3' - 0 " M I N . 12" MAX.42" MIN. 17 " ~ 1 9 " 33 " ~ 3 6 " 4 1 24" MIN. 17 " M A X . 48 " M A X . TO O P E R A B L E PA R T 2 34 " M A X . 6' - 2 " M I N . 48 " M A X . 3 40 " M A X . TO B O T T O M O F RE F L E C T I N G SU R F A C E 5 10 9" M I N . 27 " M I N . 29 " M I N . 34 " M A X . 11MIN. 8"MIN. 48 " M A X . T O O P E R A B L E P A R T 3 17"~25" 40 " M A X . TO B O T T O M O F RE F L E C T I N G SU R F A C E 5 10 30 " M A X . CL 24" MIN. 12" MIN. 17"~18" 4 6 33 " ~ 3 6 " 1 17 " ~ 1 9 " 17 " ~ 1 9 " 7"~9"19 " M I N . 4 6 1 24" MIN. 17 " ~ 4 0 " 7 9" M I N . 27 " M I N . 29 " M I N . 34 " M A X . 11MIN. 8"MIN. 48 " M A X . T O O P E R A B L E P A R T 3 17"~25" 40 " M A X . TO B O T T O M O F RE F L E C T I N G SU R F A C E 3 5 9 8 10 34 " ~ 4 4 " TO H I G H E S T OP E R A B L E PA R T 12 11 34 " M A X . 6' - 2 " M I N . 48 " M A X . 3 40 " M A X . TO B O T T O M O F RE F L E C T I N G SU R F A C E 5 10 34 " ~ 4 4 " TO H I G H E S T OP E R A B L E PA R T 12 11 30 " M A X . CL 24" MIN. 12" MIN. 17"~18" 4 6 4' - 0 " 33 " ~ 3 6 " 1 9" M I N . 27 " M I N . 29 " M I N . 34 " M A X . 11MIN. 8"MIN. 48 " M A X . T O O P E R A B L E P A R T 3 17"~25" 40 " M A X . TO B O T T O M O F RE F L E C T I N G SU R F A C E 5 40 " M A X . 9 8 10 12" MAX.42" MIN. 17 " ~ 1 9 " 33 " ~ 3 6 " 7"~9"19 " M I N . 4 6 1 24" MIN. 17 " ~ 4 0 " 7 WOMEN WOMEN 13 12" 14 34 " ~ 4 4 " TO H I G H E S T OP E R A B L E PA R T 6" M I N . 60 " M A X . A . F . F . @ BA S E O F H I G H E S T O F RA I S E D C H A R A C T E R S 48 " M I N . A . F . F . @ BA S E O F L O W E S T BR A I L L E 6"MIN. 58 " M I N . , 6 0 " M A X . A . F . F . 9"MIN. CL CL (E) UNISEX RESTROOM 5'- 0 " C L E A R 5'-0"MIN. 4' - 0 " M I N . 8' - 5 " 5'-0" 3'-0"MIN. 2' - 6 " M I N . 3'-6"MIN. A5016 SIM. 4 SIM. A502 3 MEN MEN 13 12" 14 34 " ~ 4 4 " TO H I G H E S T OP E R A B L E PA R T 6" M I N . 60 " M A X . A . F . F . @ BA S E O F H I G H E S T O F RA I S E D C H A R A C T E R S 48 " M I N . A . F . F . @ BA S E O F L O W E S T BR A I L L E 6"MIN. 58 " M I N . , 6 0 " M A X . A . F . F . 9"MIN. CL CL 4/ 3 / 2 0 2 4 6 : 0 5 下午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A5 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 A501 AS NOTED RESTROOM ENLARGED PLAN AND INTERIOR ELEVATIONS (E) MEN'S LAV. & ACCES. STALL Scale: 1/2" = 1'-0" INTERIOR ELEVATION4(E) MEN'S LAVATORY, URINAL & ACCESS. STALL Scale: 1/2" = 1'-0" INTERIOR ELEVATION3 Scale: 1/2" = 1'-0" RESTROOM ENLARGED PLAN1 GENERAL SANITARY FACILITIES NOTES: 1. FOR SIGNAGE, COMPLY TO ACCESSIBLE SIGN CODES (11B-213, 703). 2. DOORS, OTHER THAN ACCESSIBLE COMPARTMENTS, ARE NOT TO ENCROACH MORE THAN 12" INTO THE CIRCUMSCRIBED 60" DIA. CIRCLE. 3. 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" MAX. ABOVE FINISH FLOOR (11B-603.5). 4. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. (11B-309.4). 5. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAD BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS (11B-609.5, 609.6). 6. GRAB BAR TO RESIST VERTICAL OR HORIZONTAL FORCE OF 250LB APPLIED AT ANY POINT ON GRAB BAR, FASTENER, MOUNTING DEVICE OR SUPPORTING STRUCTURE (11B-609.8). 7. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPES UNDER COUNTERS. THERE SHALL BE NO SHARP OR ABRASIVE ITEMS EXPOSED UNDER THE COUNTER (11B-606.5). 8. PROVIDE THE INSIDE AND OUTSIDE OF TOILET COMPARTMENT DOORS WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. 9. IF SELF CLOSING FAUCET CONTROL VALVES ARE USED THEN THEY MUST REMAIN IN THE OPEN POSITION FOR AT LEAST 10 SECONDS (11B-606.4). 10. MAX. FLOOR SLOPE 2% (11B-304.2, 305.2). 11. TOILET PAPER DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OF THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW (11B-604.7). 12. HOT WATER DELIVERED FROM PUBLIC-USE LAVATORIES SHALL BE LIMITED TO A MAX. TEMPERATURE OF 120°F AND MIN. TEMPERATURE OF 100°F BY A DEVICE THAT IS IN ACCORDANCE WITH ASSE 1070 OR CSA B125.3. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION (2022 CPC SECTION 421.2). KEYNOTES OF ACCESSIBLE ACCESSORIES: TOILET URINAL LAVATORY GRAB BAR MIRROR, CHANNEL FRAMED TOILET PAPER DISPENSER TOILET SEAT COVER DISPENSER 1 2 3 4 5 6 7 TOILET TISSUE DISPENSER GARBAGE COLLECTOR SOAP DISPENSER DOOR CLOSER DOOR LATCH GEOMETRIC SYMBOL SIGN TACTILE SIGN 10 11 12 ACCESSIBLE FIXTURE & ACCESSORY SCHEDULE: ITEMS EXISTING (E)NEW (N)COMPLIANCE TO 2022 CBC 11B TOILET LAVATORY GRAB BAR MIRROR 11B-213, 305, 306, 606 11B-213, 604 11B-213, 604.5, 609 11B-213, 603.3 11B-213, 604.7 11B-213, 603.5 SYMBOLS 1 TOILET PAPER DISPENSER 3 4 5 6 TOILET SEAT COVER DISPENSER TOILET TISSUE DISPENSER SOAP DISPENSER DOOR CLOSER DOOR LATCH GEOMETRIC SYMBOL SIGN TACTILE SIGN 7 12 8 13 14 11B-213, 703(703.4.2, 703.6) 11B-213, 703(703.7.2.6) 11B-309.4, 404 11B-404 11B-213, 603.5 11B-213, 603.5 GARBAGE COLLECTOR 9 11B-213, 603.5 X 9 8 13 X X X X X X X X X X X X 02-01-2024PLAN CHECK SUBMITTAL 04-01-2024CORRECTION 1 RESUBMITTAL 1 GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL FIXTURES AND ACCESSORIES, TO MEET THE APPLICABLE CODES. 2. CONTRACTOR TO REPLACE FIXTURES OR ACCESSORIES THAT ARE NOT COMPLYING WITH THE CODES. URINAL 11B-213, 6052X 11 10 14 (E) WOMEN'S LAV.Scale: 1/2" = 1'-0" INT. ELEV.6 (E) MEN'S SIGN Scale: 1/2" = 1'-0" INT. ELEV.10 1 TOILET Scale: 1/2" = 1'-0" INT. ELEV.5 (E) MEN'S LAVATORY Scale: 1/2" = 1'-0" INTERIOR ELEVATION7 (E) WOMEN'S LAV. & ACCES. STALL Scale: 1/2" = 1'-0" INTERIOR ELEVATION8 (E) WOMEN'S TOILETS & ACCES. STALL Scale: 1/2" = 1'-0" INTERIOR ELEVATION9 (E) WOMEN'S SIGN Scale: 1/2" = 1'-0" INT. ELEV.11 ENLARGED PLAN Scale: 1/2" = 1'-0" UNISEX RESTROOM 2 RESTROOM 58 " M I N . , 6 0 " M A X . A . F . F . 60 " M A X . A . F . F . @ BA S E O F H I G H E S T O F RA I S E D C H A R A C T E R S 48 " M I N . A . F . F . @ BA S E O F L O W E S T BR A I L L E 9"MIN. CL CL SEE GENERAL NOTE #6 RESTROOM MIN. 6"x6" ACCESSIBILITY SYMBOL, SEE GENERAL NOTE #1 AND #11 DESCRIPTION OF RESTROOM USE, RAISED CHARACTERS, SEE GENERAL NOTE #9 CORRESPONDING BRAILLE UNDER SIGN INFORMATION, SEE GENERAL NOTE #10 MIN. 6"x6" ACCESSIBILITY SYMBOL, SEE GENERAL NOTE #1 ROOM NAME 60 " M A X . A . F . F . @ BA S E O F H I G H E S T O F RA I S E D C H A R A C T E R S 9"MIN. 48 " M I N . A . F . F . @ BA S E O F L O W E S T BR A I L L E CL EXIT EXIT STAIR DOWN EXIT RAMP DOWN EXIT ROUTE TO EXIT ROOM ID FILL IN WITH APPROPRIATE ROOM NAME RAISED CHARACTERS, SEE GENERAL NOTE #9 CORRESPONDING BRAILLE UNDER SIGN INFORMATION, SEE GENERAL NOTE #10 EXIT DIRECTION ARROW, TO BE CONSISTENT WITH THE EGRESS DIRECTION FACE OF SIGN, DIMENSION PER CBC CHAPT. 11B FACE OF SIGN, DIMENSION PER CBC CHAPT. 11B 60 " M A X . A . F . F . @ BA S E O F H I G H E S T O F RA I S E D C H A R A C T E R S 9"MIN. CL 4/ 3 / 2 0 2 4 3 : 0 4 下午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A5 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 A502 AS NOTED 02-01-2024PLAN CHECK SUBMITTAL 04-01-2024CORRECTION 1 RESUBMITTAL 1 1 SING NOTES AND DETAILS 11-27-18PERMIT REVIEW SUBMITTAL ACCESSIBLE SIGN GENERAL NOTES: 1. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE POSTED AT THE FOLLOWING LOCATIONS: (1). ACCESSIBLE PARKING SPACES (2). ACCESSIBLE AREAS OF REFUGE (3). ACCESSIBLE PASSENGER LOADING ZONES (4). ACCESSIBLE TOILET/SANITARY AND BATHING FACILITIES (5). AT EVERY ACCESSIBLE PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL (6). ACCESSIBLE ROUTE OF TRAVEL (7). LOBBY ACCESSIBILITY DIRECTORIES THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL APPROXIMATE FS15090 IN FEDERAL STANDARD 595C (11B-703.7.2.1). 2. FREE-STANDING SIGNS: WHEREVER SIGNS MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE POSTS OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80 INCHES ABOVE THE FINISHED FLOOR OR GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MIN. RADIUS OF 0.125" (1125A.4). 3. SIGN POSITION: 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 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 MIN. BY 18 INCHES MIN., CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL. (11B-703.4.2) 4. INFORMATION POSTED: EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR BATHING ROOMS FOR PUBLIC USE THAT COMPLY WITH ACCESSIBILITY STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE ROOMS POSTED IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN INCLUDING INTERNATIONAL SYMBOL OF ACCESSIBILITY. (11B-216.8) 5. RAISED CHARACTER AND BRAILLE EXIT SIGNS. TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS (1013.4): (1). EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT". (2). EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: (2.1). "EXIT STAIR DOWN" (2.2). "EXIT RAMP DOWN" (2.3). "EXIT STAIR UP" (2.4). "EXIT RAMP UP" (3). EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 9. RAISED CHARACTERS (1). RAISED CHARACTERS SHALL BE DUPLICATED IN BRAILLE. (2). DEPTH: 1/32" THICK MIN. (11B-703.2.1). (3). CASE: UPPERCASE (11B-703.2.2). (4). STYLE: SANS SERIF. SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OF OTHER UNUSUAL FORMS (11B-703.2.3). (5). HEIGHT: MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" MIN. AND 2" MAX. BASED ON THE HEIGHT OF THE UPPERCASE LATTER "I" (11B-703.2.5). (6). STROKE THICKNESS: OF THE UPPERCASE LETTER "I" SHALL BE 1% MAX. OF THE HEIGHT OF THE CHARACTER (11B-703.2.6). (7). 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" MIN. AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. WHERE CHARACTER STROKE WIDTH MAX. AT THE BASE OF THE CROSS SECTIONS AND 1/8" MIN. AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8" MIN. (11B-703.2.7). 10. BRAILLE (1). SHALL BE CONTRACTED (GRADE-2) (2). SIZE: BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH CBC TABLE 11B-703.3.1. THE INDICATION OF 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. (3). POSITION: BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8" MIN. AND 1/2" MAX. FROM OTHER TACTILE CHARACTERS AND 3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS. THERE ARE EXCEPTIONS FOR ELEVATOR CARS (11B-703.3.2). 11. PICTOGRAMS (1). FIELD: SHALL BE 6" HIGH MIN. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD (11B-703.6.1). (2). TEXT: SHALL BE LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD (11B-703.6.3). (4). EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE." (5). EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT." 6. TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS, SHALL BE LOCATED AT ENTRANCES TO FACILITIES. FOR MEN, AN EQUILATERAL TRIANGLE, 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. FOR WOMEN, A CIRCLE, 1/4 INCH THICK AND 12 INCHES IN DIAMETER. THE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. FOR UNISEX, A CIRCLE, 1/4 INCH THICK AND 12 INCHES IN DIAMETER WITH A 1/4 INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD, SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE CIRCLE AND WITHIN THE 12-INCH DIAMETER. THE VERTICES OF THE TRIANGLE SHALL BE LOCATED 1/4 INCH MAX. FROM THE EDGE OF THE CIRCLE. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE. THE CIRCLE SHALL CONTRAST WITH THE DOOR. EDGES SHALL BE EASED OR ROUNDED AT 1/16 INCH MIN., OR CHAMFERED AT 1/8 INCH MAX. VERTICES SHALL BE RADIUSED BETWEEN 1/8 INCH MIN. AND 1/4 INCH MAX. (11B-703.7.2.6). 7. ALL ACCESSIBLE SIGNS: (1). FINISH AND CONTRAST: CHARACTERS, SYMBOLS, PICTORGRAMS AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. CHARACTERS, AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUNDS EITHER LIGHT ON DARK OR DARK ON LIGHT (11B-703.5.1, 703.6.2, 703.7.1). (2). CHARACTER PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I" (11B-703.2.4, 703.5.9). (3). STROKE THICKNESS: OF THE UPPERCASE LETTER "I" SHALL BE 10% MIN. AND 20% MAX. OF THE HEIGHT OF THE CHARACTER (11B-703.5.7). (4). CHARACTER SPACING: SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10% MIN. AND 35% MAX. OF CHARACTER HEIGHT (11B-703.5.9). (5). HEIGHT: VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. HEIGHT SHALL COMPLY WITH TABLE BELOW (11B-703.5.5). Scale: 1/2" = 1'-0" RESTROOM SIGN3 ENLARGED SIGN SCALE: 1 1/2"=1'-0" ENLARGED SIGN SCALE: 1 1/2"=1'-0" Scale: 1/2" = 1'-0" ACCESSIBLE ENTRANCE SIGN2 Scale: 1/2" = 1'-0" PERMANENT SPACE SIGN1 ENLARGED SIGN SCALE: 1 1/2"=1'-0" A - B - C - D - E - F - EXIT SIGN GENERAL NOTES: 1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED (1013.3). 2. EXIT SIGNS ILLUMINATED BY EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX) (1013.6.2). 3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES'S INSTRUCTIONS AND CBC SECTION 2702. 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE ILLUMINATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS (1013.6.3). 6. LETTERS MIN. 6" HIGH WITH PRINCIPAL STROKES OF THE LETTERS NOT LESS THAN 0.75" WIDE. LETTERS MIN. 2" WIDE EXCEPT FOR THE LETTER I. MIN. 0.375" SPACING BETWEEN LETTERS. LARGER SIGNS SHALL HAVE LETTER WIDTHS, STROKES AND SPACING PROPORTIONAL TO THEIR HEIGHT. PROVIDE POWER AND ILLUMINATION PER CBC SECTION 1013. Scale: 3" = 1'-0" EXIT AND EMERGENCY SIGN4 HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MIN. CHARACTER HEIGHT 40" <= X <= 70" 70" <= X <= 120" X >= 120" X < 72" X >= 72" X < 180" X >= 180" X < 21" X >= 21" 5/8" 5/8" + 1/8" PER FOOT OF VIEWING DISTANCE ABOVE 72" 2" 2" + 1/8" PER FOOT OF VIEWING DISTANCE ABOVE 72" 3" + 1/8" PER FOOT OF VIEWING DISTANCE ABOVE 72" 3" 4/ 3 / 2 0 2 4 5 : 4 7 下午 D: \ P r o j e c t \ 2 4 0 1 6 4 5 W D u a r t e R d , A r c a d i a \ 0 7 D r a w i n g s \ 0 1 A r c h i t e c t u r a l \ A5 0 1 . d w g TITLE © JAG TENANT: JOHN XU HKGF MARKET OF ARCADIA 645 W DUARTE RD ARCADIA, CA 91007 T (626) 447-6282 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. EQUIPMENT AND LIGHTING RENOVATION 645 W DUARTE RD ARCADIA, CA 91007 2401 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 A503 AS NOTED 02-01-2024PLAN CHECK SUBMITTAL 04-01-2024CORRECTION 1 RESUBMITTAL 1 1 DOOR SCHEDULES AND NOTES & FINISH NOTES GENERAL DOOR NOTES: 1. MAX. THRESHOLD HEIGHT: 1/2" WITH 1/4" MAX. VERTICAL CHANGE AT EDGE. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE LEVELED WITH SLOPE NO GREATER THAN 1:2 (1010.1.7, 11B-303.3, 11B-404.2.5). 2. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY (1010.2.1). 3. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (1010.1.9). EXCEPTION: GROUP A OCCUPANCIES HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M AND S AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH A KEY OPERATED LOCKING DEVICE FROM THE EGRESS SIDE PROVIDED: (1). THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED. (2). A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND (1010.1.9.3). 4. THE UNLATCHING OF ANY DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION (1010.1.9.5). 5. HAND ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES TO BE MOUNTED 34" TO 44" ABOVE FLOOR AND SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE LEVER TYPE HARDWARE, PANIC BARS, PUSH PULL ACTIVATING BARS, U-SHAPED HANDLES OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE (1010.1.9.1, 11B-404.2.7). 6. MANUALLY OPERATED EDGE, FLUSH OR SURFACE BOLTS ARE NOT PERMITTED (1010.1.9.4). 7. MANUALLY OPERATED EDGE, FLUSH OR SURFACE BOLTS ARE NOT PERMITTED (1010.1.9.4). EXCEPTION: (1). INACTIVE LEAF OF A PAIR OF DOORS SERVING A STORAGE OR EQUIPMENT ROOM. (2). INACTIVE LEAF OF A PAIR OF DOORS SERVING LESS THAN 50 OCCUPANTS IN GROUP B, F OR S OCCUPANCY. THE INACTIVE LEAF SHALL CONTAIN NO DOOR KNOBS, PANIC BARS OR SIMILAR OPERATING HARDWARE. (3). INACTIVE LEAF OF A PAIR OF DOORS IN A GROUP B, F, OR S OCCUPANCY THAT IS FULLY SPRINKLERED. THE INACTIVE LEAF SHALL CONTAIN NO DOOR KNOBS, PANIC BARS OR SIMILAR OPERATING HARDWARE AND NOT BE USED TO MEET REQUIRED EGRESS WIDTH. 8. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 LBS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DIS-ENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-LB FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-LB FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15-LB FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE OF THE DOOR (1010.1.3, 11B-404.2.9). 9. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE SMOOTH SURFACE OF 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" 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). 10. ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MIN. 32" CLEAR OPENING WITH THE DOOR AT 90° TO THE CLOSED POSITION (1010.1.1, 11B-404.3.1). 11. WHERE MIN. CLEAR WIDTH OF 32" IS REQUIRED AND DOOR OPENING INCLUDES TWO DOOR LEAVES WITHOUT A MULLION, ONE LEAF SHALL PROVIDE A CLEAR OPENING WIDTH OF 32" AND A MINIMUM HEIGHT OF 6'-8", BUT IN NO CASE SHALL ANY SINGLE DOOR LEAF EXCEED 48" (1010.1.1). 12. THE FLOOR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. A 60" DEEP LEVEL AREA IN THE DIRECTION OF DOOR SWING AND A 48" DEEP LEVEL AREA WHEN THE DOOR SWINGS AWAY FROM THE APPROACH. EXTERIOR LEVEL LANDINGS MAY SLOPE 1/4" PER FOOT IN ANY DIRECTION (1010.1.5, TABLE 11B-40402.4.1). 13. APPROVED FIRE DOOR AND FIRE SHUTTER ASSEMBLIES SHALL BE CONSTRUCTED TO CONFORM TO THE TEST REQUIREMENTS OF (716.5.1, 716.5.2 AND 716.5.3) AND THE FIRE PROTECTION RATING INDICATED IN TABLE 716.5. FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BE PERMITTED IN ACCORDANCE WITH SECTION 716.5.6. FIRE DOOR ASSEMBLIES AND SHUTTERS SHALL BE INSTALLED IN ACCORDANCE WITH 716.5 AND NFPA 80. 14. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME SHOWING THE NAME OF THE MANUFACTURER, THIRD PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND, WHERE REQUIRED FOR FIRE DOORS IN INTERIOR EXIT STAIRWAYS AND RAMP AND EXIT PASSAGEWAYS BY SECTION 716.5.5, THE MAX. TRANSMITTED TEMPERATURE END POINT. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL ALSO SHOW THE LETTER "S" ON THE FIRE RATING LABEL OF THE DOOR (716.5.7.1, ,716.5.7.3). 15. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS (FIG. 11B-404.2.4.1). 16. PROVIDE CLEAR SPACE OF 12" PAST THE STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. 17. DOOR CLOSER AND GATE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90°, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12° FROM THE LATCH IS 5 SECONDS MIN. (11B-404.2.8.1) 18. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70°, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. (11B-404.2.8.2) 19. THE LEVER OF LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/2" OF THE DOOR FACE TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. 20. FIRE DOOR ASSEMBLIES REQUIRED TO BE PROTECTED BY GREATER THAN 1/2-HR RATING SHALL HAVE NONCOMBUSTIBLE SILLS MIN. 4" WIDE (NFPA 80). 21. DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE 34" MIN. AND 44" MAX. 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). 22. DOOR AND GATE HARDWARE, HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PART SHALL BE 5 LBS MAX. (11B-309.4) 21. EXTERIOR DOORS SHALL MEET LOCAL GOVERNING SECURITY CODE. GENERAL FINISH NOTES: 1. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT (11B-302). 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, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2" MAX. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE (11B-302.2). 3. EDGE TRIM SHALL COMPLY WITH THE FOLLOWING (11B-303): (1). VERTICAL CHANGES IN LEVEL OF 1/4" HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. (2). CHANGES IN LEVEL BETWEEN 1/4" HIGH MIN. AND 1/2" HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 4. THE FOLLOWING LOCATIONS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE (1210.2): (1). TOILET, BATHING AND SHOWER ROOM FLOOR. (2). TOILET, BATHING AND SHOWER ROOM BASE EXTENDING 4" MIN. UP ADJACENT WALL. (3). WALLS AND PARTITIONS WITHIN 2' OR URINALS AND WATER CLOSETS TO A HEIGHT OF 4' ABOVE THE FLOOR. EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL NOT BE ADVERSELY EFFECTED BY WATER. (4). SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS TO A HEIGHT OF 72" ABOVE THE DRAIN INLET. 5. MAX. FLAME SPREAD/SMOKE DEVELOPED CLASSIFICATION PER ASTM E84 OR UL 723 FOR INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE AS FOLLOWS PER TABLE 803.11: INTERIOR EXIT OCCUPANCY STAIRWAYS,CORRIDORS GROUP RAMPS AND & ENCLOSURES ROOMS AND SPRINKLERED PASSAGEWAYS FOR EXIT ACCESS ENCLOSED SPACES B, E, M, R-1, R-4 B C C F C C C S C C C NONSPRINKLERED B, E, M, R-1, R-4 A B C F B C C S B B C 6. WALLS AND CEILINGS IN KITCHEN AREAS SHALL BE OF DURABLE, SMOOTH, AND EASILY CLEANABLE SURFACE. WALL SURFACES SHALL BE SEALED WITH CLEANABLE PAINT SUCH AS GLOSS OR SEMI-GLOSS, EPOXY, ENAMEL, OR EQUIVALENT WASHABLE FINISH. CONDUITS OF ALL TYPES SHALL BE INSTALLED WITHIN THE WALLS. 7. FLOORS IN KITCHEN AREAS SHALL BE SMOOTH AND IMPERVIOUS TO WATER, GREASE AND ACID, AND BE MADE OF EASILY CLEANABLE CONSTRUCTION. FLOOR SURFACES IN ALL AREAS WHERE FOOD IS PREPARED, PACKAGED OR STORED, AND IN ALL TOILET AND HAND WASHING AREAS SHALL RECEIVE AT LEAST 4" SEAMLESS 3/8" MIN. RADIUS COVE. FLOOR SURFACES WHICH CONTAIN SLIP RESISTANT AGENTS SHALL BE RESTRICTED TO TRAFFIC AREAS ONLY. 8.WALLS AND CEILINGS IN ALL ROOMS SHALL BE A DURABLE, SMOOTH, NONABSORBENT, AND EASILY CLEANABLE SURFACE. THIS REQUIREMENT DOES NOT APPLY TO DINING AND SALES AREAS, OFFICES, ALCOHOL BEVERAGE BARS (EXCEPT AREAS ADJACENT TO SINKS OR FOOD PREPARATION). 9.FLOORS IN FOOD FACILITIES SHALL BE SMOOTH AND IMPERVIOUS TO WATER, GREASE AND ACID, AND BE MADE OF EASILY CLEANABLE CONSTRUCTION. FLOOR SURFACES IN ALL AREAS WHERE FOOD IS PREPARED, PACKAGED, OR STORED, WHERE ANY UTENSIL IS WASHED, WHERE REFUSE OR GARBAGE IS STORED, WHERE JANITORIAL FACILITIES ARE LOCATED, WHERE THERE IS A CUSTOMER SELF-SERVICE OF UNPACKAGED FOODS, AND IN ALL TOILET AND HANDWASHING, SHALL BE AN APPROVED TYPE THAT CONTINUES UP THE WALL OR TOE-KICKS AT LEAST 4", IN A SEAMLESS MANNER, WITH A 3/8" MIN. RADIUS COVE. DOOR SCHEDULE: ITEM NO.LOCATION ENTRANCEDR 01 CONDITION (E)(N) X TYPE MATERIALSIZE PAIR 3'-6" x 8'-0" HARDWARE ASSEMBLY CLOSER FRAME FIRE RATING THRESH.HEAD JAMB REMARKS NOTES: 1. (E) -- EXISTING, (N) -- NEW. EXISTING DOORS WITH BLANKS IN THE TABLE MEANS TO REMAIN THE EXISTING CONDITION. NEW DOORS WITH "---" MEANS NON-APPLICABLE. "S.S." MEANS STAINLESS STEEL 2. CONTRACTOR TO CONFIRM ALL EXISTING DOORS ARE EQUIPPED WITH CLOSERS IF REQUIRED. 3. CONTRACTOR TO VERIFY ALL EXISTING DOORS TO COMPLY WITH CODE AND FIRE RATING REQUIREMENT, INCLUDING, BUT NOT LIMITED TO, ACCESSIBILITY CODE (CBC 11B AND ADA). AUTOMATIC SLIDING ALUMINUM COMPLY TO ACCESS. CODE MANUF. INFO, EXIT DOOR, SLIDING ENTRANCEDR 02 X PAIR 3'-6" x 8'-0"AUTOMATIC SLIDING ALUMINUM COMPLY TO ACCESS. CODE EXIT, WEST SIDEDR 03 X 4'-0" x 7'-0"EXIT DOOR, OUTSWING METAL EXIT DOOR, PANIC MODE MANUF. INFO, EXIT DOOR, SLIDING CLOSER COMPLY TO ACCESS. CODE EXIT, WEST SIDEDR 04 X 4'-0" x 7'-0"EXIT DOOR, OUTSWING METAL CLOSER COMPLY TO ACCESS. CODE EXIT, NORTH SIDEDR 06 X 3'-6" x 7'-0"EXIT DOOR, OUTSWING METAL CLOSER COMPLY TO ACCESS. CODE EXIT, NORTH SIDEDR 07 X 3'-0" x 7'-0"EXIT DOOR, OUTSWING METAL CLOSER COMPLY TO ACCESS. CODE LOADING DOOR, NORTHDR 05 X 4'-0" x 8'-0"MECHANIC ROLLING METAL LOADING DOOR, EASTDR 08 X 6'-8" x 8'-0"MECHANIC ROLLING METAL DR 11 XOFFICE 3'-0" x 7'-0"WOOD COMPOSITE DR 12 XACCOUNTING 3'-0" x 7'-0"WOOD COMPOSITE DR 13 X X MEN WOMEN 3'-0" x 7'-0" 3'-0" x 7'-0"DR 14 WOOD COMPOSITE WOOD COMPOSITE EXIT DOOR, PANIC MODE EXIT DOOR, PANIC MODE EXIT DOOR, PANIC MODE LEVER, PRIVACY LOCK LEVER, PRIVACY LOCK LEVER, PRIVACY LOCK LEVER, PRIVACY LOCK CLOSER CLOSER CLOSER CLOSER COMPLY TO ACCESS. CODE COMPLY TO ACCESS. CODE XPRODUCE COOLERDR 15 XPRODUCE COOLERDR 16 XPRODUCE COOLERDR 17 X TRAFFIC DOOR BETWEEN RETAIL AND PREP. AREA PAIR 3'-0" x 7'-0"DR 18 PUSH-PULL COMPLY TO ACCESS. CODE XMEAT FREEZERDR 19 XMEAT FREEZERDR 20 XFISH FREEZERDR 21 XFISH FREEZERDR 22 LEVER ROLLING METAL METAL METAL LEVER METAL LEVERMETAL METAL METAL LEVER LEVER METAL LEVER 3'-0" x 7'-0" 8'-0" x 7'-0" 4'-6" x 7'-0" 3'-0" x 7'-0" 5'-0" x 7'-0" 3'-0" x 7'-0" 5'-0" x 7'-0" DR 23 X X UNISEX RESTROOM WOMEN'S LOCKER 3'-0" x 7'-0" 3'-0" x 7'-0"DR 24 WOOD COMPOSITE WOOD COMPOSITE LEVER, PRIVACY LOCK LEVER, PRIVACY LOCK CLOSER CLOSER COMPLY TO ACCESS. CODE COMPLY TO ACCESS. CODE XMEN'S LOCKER 3'-0" x 7'-0"DR 25 WOOD COMPOSITE LEVER, PRIVACY LOCK CLOSER COMPLY TO ACCESS. CODE XFISH COOLERDR 26 XFISH COOLERDR 27 METAL LEVER METAL LEVER 3'-0" x 7'-0" 3'-0" x 7'-0" XMEAT COOLERDR 28 XMEAT COOLERDR 29 METAL LEVER METAL LEVER 3'-0" x 7'-0" 5'-0" x 7'-0" XSTORAGE ROOM 1DR 30 METAL LEVER 3'-0" x 7'-0" GENERAL NOTES AUXILIARY SYSTEM DEFERRED APPROVAL NOTES DESIGN BUILD AUXILIARY SYSTEMS ARE UNDER SEPARATE PLAN CHECK AND PERMIT. SYSTEMS INCLUDE BUT ARE NOT LIMITED TO LIFE SAFETY, FIRE ALARM, INTRUSION ALARM, CCTV/CATV, TELE/DATA SYSTEMS AND ALL OTHER REQUIRED AND OPTIONAL SYSTEMS. 1.THE AUXILIARY SYSTEMS VENDOR/CONTRACTOR/DESIGN BUILDER SHALL PROVIDE THE APPLICATION ENGINEERING, DOCUMENTATION, AND TESTING REQUIRED TO OBTAIN BUILDING OCCUPANCY PERMIT, LOCAL AND CALIFORNIA STATE FIRE MARSHALL'S APPROVAL, AND SYSTEM ACCEPTANCE BY AUTHORITIES HAVING JURISDICTION (AHJ). 2.PROVIDE EQUIPMENT AND DEVICES INDICATED HEREIN AND ON THE DRAWINGS AND VARIOUS OTHER REQUIRED COMPONENTS. 3.VENDOR SHALL PROVIDE A SYSTEM DIAGRAM INCLUDING RISER DIAGRAMS AND FLOOR PLANS INDICATING CONDUIT AND WIRE SIZES & QUANTITIES BETWEEN ALL DEVICES. 4.PROVIDE ALL CONDUITS, WIRES, AND CABLES AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURER. INSTALL AND CONNECT ALL SYSTEM COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5.FINAL WIRING TERMINATIONS SHALL BE PERFORMED BY THE CONTRACTOR HAVING AT LEAST 5 YEARS EXPERIENCE INSTALLING THE SYSTEMS. 6.NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, 101. CALIFORNIA BUILDING CODE AND CALIFORNIA FIRE CODE APPLICABLE SUBSECTIONS SHALL APPLY TO SPECIFIED EQUIPMENT. 7.VENDOR SHALL PROVIDE ALARM DECIBEL/CANDELA CALCULATION, VOLTAGE DROP, AND BACKUP POWER SUPPLY CAPACITY CALCULATIONS REQUIRED BY THE AHJ. 8.VENDOR SHALL SUBMIT CATALOG CUTS, TECHNICAL DATA, CONDUCTOR TYPE, AND DESCRIPTIVE LITERATURE FOR ALL HARDWARE COMPONENTS TO BE FURNISHED INCLUDING CALIFORNIA STATE FIRE MARSHALL (CSFM) LISTINGS FOR FIRE ALARM SYSTEMS. 9.VENDOR SHALL SUBMIT CALIBRATION AND TESTS PRIOR TO FINAL ACCEPTANCE. 10.SHOULD ADDITIONAL DEVICES BE REQUIRED BY THE AHJ FOR THE FINAL ACCEPTANCE TEST, IT SHALL BE PROVIDED BY THE VENDOR/CONTRACTOR/DESIGN BUILDER AT NO ADDITIONAL COST. 11. VENDOR/CONTRACTOR OF AUXILIARY SYSTEMS SHALL PROVIDE A MINIMUM 1 YEAR CERTIFICATE OF GUARANTEE FOR LABOR AND MATERIALS, INSTRUCTIONS, AND MAINTENANCE MANUAL WITH 24 HOUR FACTORY REPRESENTATIVE SUPPORT HOTLINE. PROVIDE 8 HOURS OF INSTRUCTION TIME TO SHOW OWNER'S REPRESENTATIVE THE FUNCTION OF THE SYSTEM. 1.METER, SERVICE, AND DISTRIBUTION SECTIONS OF MAIN SWBD TO BE 100% RATED FOR CURRENT CARRYING AND 100% RATED FOR SHORT CIRCUIT DUTY FOR AVAILABLE FAULT FROM UTILITY. THE SHOP DRAWING OF THE METERING AND UTILITY INCOMING SECTIONS SHALL BE REVIEWED AND APPROVED BY THE SERVING UTILITY COMPANY. 2.PANELBOARD SHALL HAVE FLUSHED LOCKABLE DOOR KEY TO MATCH FACILITY MASTER KEY AND ALL ELECTRICAL CABINETRIES. 3.ALL CIRCUIT BREAKERS ON PANELBOARDS SHALL HAVE PADLOCK OFF DEVICE & ALL CIRCUIT BREAKERS FEEDING ESSENTIAL LOADS SHALL HAVE LOCK ON DEVICE INDICATED BY (*). THE CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE RATED TO WITHSTAND AVAILABLE SHORT CIRCUIT CURRENT (ASCC) AT THE TERMINUS. 4.PROVIDE TOP CONTROL SECTION BEHIND SEPARATE LOCKABLE DOOR FOR MOUNTING TIME SWITCHES, RELAYS, EMC CONTROL DEVICES, ETC. AS REQUIRED OR AS SHOWN. PROVIDE SHOCK MOUNT FOR ANY MECHANICALLY HELD ELECTRONICALLY OPERATED CONTACTORS FOR SOUND AND VIBRATION LIMITATIONS. 5.PROVIDE NAMEPLATE IDENTIFICATION TO BE MOUNTED ABOVE DOOR AND CIRCUIT DIRECTORY HOLDER FRAMED WITH PLASTIC COVER MOUNTED BEHIND THE DOOR. ADHESIVE TYPE PLASTIC ENVELOPE ATTACHED BEHIND THE DOOR IS NOT AN ACCEPTABLE TYPE OF DIRECTORY CARD HOLDER. 6.TRANSFORMER SHALL BE ENERGY EFFICIENT TYPE. 7.PROVIDE NEMA-3R ENCLOSURE WITH GASKET LOCKABLE DOOR FOR ALL PANELBOARDS EXPOSED TO WEATHER. PANELBOARDS LOCATED IN SUNLIGHT SHALL HAVE AMBIENT COMPENSATED OVERCURRENT DEVICES. 8.PANELBOARD LOCATED IN ANY DAMP LOCATION IN BUILDING SHALL HAVE GASKET DOOR. 9.CIRCUITS INDICATED BY (T) ARE TIMESWITCH & RELAY CONTROLLED. 10.BUILDING STEEL, UFER, COLD WATER PIPE, AND DRIVEN GROUNDING ROD BONDING TO BE UTILIZED FOR COMPLETE GROUNDING ELECTRODE SYSTEM & SUPPLEMENTS PER CEC 250, GROUNDING. THE BONDING TO BUILDING NATURAL GAS PIPING MAY BE REQUIRED BY THE AHJ. 11.FOR EXISTING PANELS WITH EXISTING BREAKERS, CONTRACTOR TO VERIFY ALL EXISTING CIRCUITS FOR EXISTING AREAS THAT ARE TO REMAIN AND IDENTIFY IN PANEL & IN AS-BUILT. MAINTAIN CIRCUIT CONTINUITY IF THESE CIRCUITS SERVE AREAS THAT ARE TO REMAIN. 12.NEW BREAKERS TO BE INSTALLED IN EXISTING PANEL ARE TO MATCH THE EXISTING PANELBOARD MFG. & AIC RATING AS INDICATED OR AS REQUIRED. 13.NEW PANELBOARDS IN EXISTING FACILITY SHALL MATCH EXISTING FACILITY SERVICE, DISTRIBUTION EQUIPMENT MANUFACTURER, AND SHORT CIRCUIT RATING. 14.NEW PANELBOARDS IN EXISTING FACILITY SHALL HAVE LOCKABLE DOOR KEY TO MATCH EXISTING FACILITY ELECTRICAL MASTER LOCK AND KEY. 1.MAXIMUM AVAILABLE FAULT CURRENT: SERVING UTILITY COMPANY'S LETTER OR DATA INDICATES THAT THE MAXIMUM AVAILABLE FAULT CURRENT (MAFC) WILL NOT EXCEED THE VALUE SHOWN ON SINGLE LINE DIAGRAM. THE VALUE SHOWN AS "MAFC" INCLUDES FACILITY MOTOR CONTRIBUTION. 2.ALL CURRENT CARRYING DEVICES SHALL BE U.L. LISTED, FULLY RATED, AND BRACED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AT ITS TERMINUS. 3.SERIES/COMBINATION SHORT CIRCUIT RATING MAY BE USED BY THE CONTRACTOR WHEN OVERCURRENT DEVICE COMBINATIONS ARE LISTED UNDER U.L. 67 STANDARD. INSTALLATION SHALL COMPLY WITH CALIFORNIA ELECTRICAL CODE (C.E.C.) ARTICLE 110-9, 110-22, AND OTHER APPLICABLE SECTIONS. 4.APPLICABLE SERIES/COMBINATION RATED EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "CAUTION - SERIES COMBINATION SYSTEM RATED __ (AS NOTED ON SINGLE LINE DIAGRAM) AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." IN COMPLIANCE WITH CEC SECTION 110-22. END-USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATION INTERRUPTING RATING AS PER CEC SECTION 240-83(c). 5.ELECTRICAL SERVICE GEAR: VENDOR/MANUFACTURER/CONTRACTOR SHALL PROVIDE SHORT CIRCUIT STUDY AND PROTECTIVE DEVICE COORDINATIONS AS SHOP DRAWING SUBMITTAL FOR REVIEW TO THE ENGINEER OF RECORD PRIOR TO THE PURCHASE OF ANY ELECTRICAL GEARS FOR THE PROJECT. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW INTENT OF PROJECT AND ARE SUBJECT TO THE APPROVAL OF THE BUILDING DEPARTMENT, FIRE MARSHAL, UTILITY COMPANY AND OTHER AGENCY AUTHORITIES HAVING JURISDICTION (AHJ). BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR HAS REVIEWED THE PLANS THOROUGHLY, VERIFIED FIELD CONDITIONS, AND ACCEPTED FULL RESPONSIBILITY OF PLAN CORRECTIONS, CONTINGENCY, AND ASSOCIATED EXTRA CONSTRUCTION COSTS THAT HAVE BEEN INCLUDED IN THE CONTRACTOR'S BID. 1.ELECTRICAL DRAWINGS, SPECIFICATIONS, AND GENERAL NOTES DESCRIBE THE INTENDED SCOPE OF WORK. DOCUMENTS SHALL BE USED FOR THE PURPOSE OF BIDDING, BUILDING DEPARTMENT REVIEW, AND THE SECURING OF NECESSARY CONSTRUCTION PERMITS ONLY. CONTRACTOR SHALL PROVIDE CONSTRUCTION DRAWINGS AND OBTAIN WRITTEN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION (AHJ) AND UTILITY COMPANIES PRIOR TO THE START OF AFFECTED WORK. ELECTRICAL INSTALLATION SHALL COMPLY WITH CALIFORNIA ELECTRICAL CODE (LATEST VERSION) ADAPTED BY THE JURISDICTION AND ANY LOCAL SUPPLEMENTS. 2.CONTRACTOR SHALL PROVIDE CONSTRUCTION AND SHOP DRAWINGS BASED ON THESE DRAWINGS, SPECIFICATIONS, AND ADDITIONAL DESIGN CRITERIA FURNISHED BY OWNER AND SUBMIT TO ARCHITECT. CONTRACTOR SHALL SUBMIT ALL DEFERRED APPROVAL CONSTRUCTION DRAWINGS TO ALL GOVERNMENTAL AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION INCLUDING POLICE AND FIRE DEPARTMENTS FOR THEIR REVIEW AND APPROVAL OF DRAWINGS FOR CONSTRUCTION. 3.CONTRACTOR'S BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON PLANS AND SPECIFICATIONS. ALL PREMIUM OVERTIME COSTS, UTILITY CHARGES, COSTS FOR TEMPORARY UTILITY SERVICES, ALTERATION, DEMOLITION, AND EXTENSION WORKS, PLAN CHECK/INSPECTION FEES, MISCELLANEOUS CONTINGENCY COSTS, ETC., SHALL BE INCLUDED IN BID. (THE CONTINGENCY COST SHALL NOT BE LESS THAN 25% OF THE OVERALL ELECTRICAL BID. CONTRACTOR SHALL IDENTIFY THE CONTINGENCY AMOUNT IN THE BID DOCUMENT.) 4.ALL EQUIPMENT AND DEVICES SHOWN ARE NEW, CONTRACTOR FURNISHED AND INSTALLED, UNLESS OTHERWISE NOTED. IF CONTRACTOR PROPOSES TO SUBSTITUTE SPECIFIED EQUIPMENT, HE SHALL SUBMIT HIS REQUEST IN WRITING TO THE OWNER AND ENGINEER FOR CONSIDERATION PRIOR TO THE BID. ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER. SUCH REVIEWS SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH DRAWING REQUIREMENTS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY CHANGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS WHICH AFFECT OTHER PARTS OF HIS WORK OR THE WORK OF OTHER CONTRACTORS. 5.ELECTRICAL DRAWINGS, CONDUIT RUNS, WIRING, AND ELECTRICAL INFORMATION ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. ALL RECEPTACLE AND OUTLET MOUNTING HEIGHTS AND EXACT LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWING ELEVATIONS PRIOR TO ROUGH-IN WORK. 6.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHTING FIXTURES, CEILING MOUNTED OUTLETS, AND EQUIPMENT. PORTIONS OF CEILING SYSTEMS MAY BE INACCESSIBLE. CONTRACTOR SHALL STRATEGICALLY LOCATE ACCESS BOXES, ETC., WHICH SHALL BE READILY ACCESSIBLE IN COMPLIANCE WITH CEC ARTICLE 100. ALL LIGHTING FIXTURE WIRING, BALLASTS, J-BOXES, ETC., SHALL BE ACCESSIBLE FROM FIXTURE OPENINGS. PROVIDE AN ADDITIONAL JUNCTION BOX (SIZE AS REQUIRED) WHERE THE NUMBER OF CONDUCTORS EXCEEDS THE MAXIMUM ALLOWED FOR A GIVEN JUNCTION POINT OR OUTLET. 7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPES OF CEILING SYSTEMS AND TO FURNISH APPROVED LIGHTING FIXTURES OF THE REQUIRED TYPE FOR MOUNTING IN CEILINGS. FIXTURES SHALL BE COMPLETED WITH NECESSARY MOUNTING HARDWARE AND ACCESSORIES. FIXTURES LOCATED IN DAMP OR WET LOCATIONS SHALL BE LABELED FOR USE IN SUCH LOCATIONS. 8.SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN FIRE RATING. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL EQUIPMENT PENETRATING INTO FIRE RATED ENVELOPES, SPACES, ETC. ALL RECESSED LIGHTING FIXTURES, PANELBOARDS, SWITCHES, ETC., MOUNTED IN FIRE RATED STRUCTURES SHALL BE ENCLOSED WITH AN APPROVED ENCLOSURE CARRYING THE SAME FIRE RATING AS THAT OF THE STRUCTURE. 9.ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH DIVISION 15 AND ASSOCIATED DRAWINGS. CONTRACTOR SHALL OBTAIN THE REQUIRED MECHANICAL AND PLUMBING DRAWINGS AND PROVIDE ALL EQUIPMENT, RACEWAYS, WIRING, ETC., AS INDICATED THEREON. 10.ALL FINAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT SHALL BE MADE BY THE CONTRACTOR UNLESS OTHERWISE NOTED. VERIFY ELECTRICAL CHARACTERISTICS AND U.L. LISTINGS PRIOR TO CONNECTION. CONTRACTOR SHALL VERIFY THE LOAD INPUT VOLTAGE OF ALL EQUIPMENT PRIOR TO INSTALLATION. ACCEPTING ANY EQUIPMENT RESULTING IN LOAD INCREASE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11.ELECTRICAL OUTLETS ON OPPOSITE SIDES OF FIRE RATED WALLS AND PARTITIONS MUST BE SEPARATED BY A DISTANCE OF 24 IN. HORIZONTALLY, IN ACCORDANCE WITH C.B.C. SEC. 714.3.2. EXCEPTION 1.1. OPENINGS IN FIRE RATED WALLS GREATER THAN 16 SQ. IN. MUST BE FIRE STOPPED. 12.ALL CONDUCTORS AND CURRENT CARRYING DEVICES SHALL BE COPPER DUAL RATED THHN/THWN 600 VOLT 75°C MINIMUM INSULATION UNLESS OTHERWISE NOTED. USE PROPER TEMPERATURE RATING OF CONDUCTORS BASED ON THE AMBIENT AIR OR SOIL TEMPERATURE WHERE CONDUCTORS ARE BEING USED. HIGHER AMPACITY CONDUCTORS AND LARGER RACEWAYS SHALL BE PROVIDED TO OFFSET THE AMPACITY CORRECTION FACTORS AS INDICATED IN NEC TABLE 310 AND ELSEWHERE IN CODE. ALL BUSSING SHALL BE COPPER. NMC CABLE MAY BE USED WITHIN THE DWELLING TYPE OCCUPANCY PER NEC 334.10 IF APPROVED BY AHJ. 13.DO ALL DRILLING, CUTTING, CHANNELING AS REQUIRED TO ELECTRICAL WORK AND AS INDICATED OR SPECIFIED HEREIN. ALL HOLES, CURBS, ETC., IN FLOORS, CEILINGS, AND WALLS SHALL BE PATCHED, UNLESS OTHERWISE NOTED. PAINT ALL EXPOSED ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES, AND FITTINGS TO MATCH COLOR OF ADJACENT SURFACES IN FINISHED AREAS. 14.EMERGENCY LIGHTING AND EXIT SIGNS SHALL BE PROVIDED PER C.B.C. AND SHALL BE DESIGNED TO PROVIDE REQUIRED FOOTCANDLES AND LUMENS. PROVIDE ADDITIONAL EMERGENCY ILLUMINATION AS REQUIRED BY INSPECTION AUTHORITIES HAVING JURISDICTION. 15.ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE SMACNA CRITERIA. 16.BRANCH CONTROL CIRCUITING AND WIRE COUNTS MAY NOT BE INDICATED ON PLANS. CONTRACTOR IS RESPONSIBLE FOR COMPLETING BRANCH CIRCUIT WIRING IN ACCORDANCE WITH PLAN NOTES AND AS PERMITTED BY AHJ. CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS AS PART OF RECORD TO ARCHITECT AND AUTHORITY HAVING JURISDICTION (AHJ). 17.ALL EXISTING UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THESE DRAWINGS ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 18.COORDINATE ALL PHASES OF CONSTRUCTION AND OBTAIN APPROVAL OF WORK SCHEDULE, SHUTDOWN, CUTOVER, OVERTIME WORK, ETC. WITH BUILDING ENGINEER OR OWNER. PROVIDE TEMPORARY SERVICE, STANDBY GENERATOR, 24 HOURS FIRE WATCH, ETC. AS REQUIRED TO MAINTAIN UNINTERRUPTED FACILITY OPERATION DURING CONSTRUCTION WORK. 19.THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERAL CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT AT ALL TIMES. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 20.ROMEX CAN BE USED FOR SINGLE FAMILY RESIDENTIAL IF CITY APPROVED AND OWNER APPROVED. CODE REFERENCE THE GOVERNING CODES FOR THIS PROJECT ARE: 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA ENERGY CODE (CEES) PANELBOARD AND SWITCHBOARD NOTES NOTICE SHORT CIRCUIT COMPLIANCE NOTES CONTRIBUTION. AVAILABLE SHORT CIRCUIT CURRENT, CALCULATED. MAXIMUM SHORT CIRCUIT CURRENT FROM UTILITY AND INCLUDES FACILITY MOTORMAFC ASCC +48" GFI UON E WP. NL SYMBOLS SINGLE RECEPTACLE 20A GROUNDING TYPE,115V +18" AFF OR AS NOTED. DUPLEX RECEPTACLE 20A GROUNDING TYPE,115V +18" AFF OR AS NOTED. 1/2HOT / 1/2 SWITCHED RECEPTACLE WITH JUMPER REMOVED, +18" AFF OR AS NOTED. DOUBLE DUPLEX RECEPTACLE 20A GROUNDING TYPE, 115V, +18" AFF OR AS NOTED. TELEPHONE OUTLET WITH 3/4" CONDUIT TO TELEPHONE BACKBOARD, +18" AFF OR AS NOTED. DATA OUTLET WITH 3/4" CONDUIT TO DATA TERMINAL, +18" AFF OR AS NOTED. CONDUIT TO TEL BACKBOARD, +18" AFF OR AS NOTED. DATA OUTLET WITH 3/4" CONDUIT TO DATA TERMINAL AND TELEPHONE OUTLET WITH 3/4" CEILING MOUNTED DUPLEX RECEPTACLE, 20A GROUNDING TYPE FLOOR TYPE DUPLEX RECEPTACLE 20A GROUNDING TYPE AUTOMATIC CARBON MONOXIDE-SENSING DEVICES CLOSED CIRCUIT TELEVISION ANTENNA OUTLET SMOKE DETECTOR MOTOR OR CEILING EXHAUST FAN JUNCTION BOX TO SUIT THE FIELD CONDITIONS TV CO SD J B NOTES: PUSHBUTTON OPERATOR FOR ELECTRIC DOOR DISCONNECT SWITCH WITH MAGNETIC STARTER. FUSE SIZE AS SHOWN. DISCONNECT SWITCH, FUSE SIZE AS SHOWN. SWITCH AND FUSES EMERGENCY CIRCUIT. LOCK ON DEVICE FOR BREAKER SERVING BREAKER TRANSFORMER WITH COPPER WINDINGS WATT/HOUR METER SOCKET CURRENT TRANSFORMER SWITCHBOARD WITH COPPER BUSSING PANELBOARD WITH COPPER BUSSING TELEPHONE CABINET WITH BACK BOARD M T CONDUIT HOME RUN TO SOURCE INDICATING PANEL "A" CIRCUITS #1, 3 & 5 GARAGE GATE SWITCH C NOTES: A-1,3,5 HASH MARKS INDICATE QUANTITY OF CURRENT CARRYING AND NEUTRAL CONDUCTORS. CONDUIT RUN BELOW FLOORS OR IN GRADE CONDUIT RUN CONCEALED IN CEILING SPACE OR IN WALL TABLE 1, CHAPTER 9 OF C.E.C. AMD TABLE 3A AND 3B SHALL DETERMINE THE CONDUIT TELEVISION ANTENNA CABLES IN 1" CONDUIT MININUM. DATA/COMMUNICATION CABLES IN 3/4" CONDUIT MINIMUM. NO HASH MARK INDICATES 2 CONDUCTORS. ALL CONDUITS PROVIDED W/ GROUND WIRE. U.O.N. (#10 INDICATES #10 AWG. CONDUCTORS) SIZE OF CONDUIT SHALL BE BASED ON #10 20 AMP MECHANICALLY HELD (TWO WIRES CONTROL) RELAY CONTROLLING CKT. TELEPHONE CABLES IN 3/4" CONDUIT MINIMUM.T TV D D NOTES: INDICATED WITH PROGRAMMABLE TIME SWITCH CONTROLLING COIL. ASSIGN CONTROL CHANNEL AND DURATION. NIGHT LIGHT CONTROLLED BY TIME SWITCH DUSK TO DAWN EXTERIOR SECURITY LIGHT GROUND FAULT CIRCUIT INTERRUPTER, ALSO INDICATED AS GFCI UNLESS OTHERWISE NOTED EXISTING, ALSO INDICATED AS (E) WEATHERPROOF INDICATES MOUNTING HEIGHT FROM FINISHED FLOOR TO CENTER OF DEVICE SYMBOLS AND NOTES CIRCUIT DESCRIPTION GFCI CONVENIENCE OUTLET, 20A GROUNDING TYPE, 115V, +18" AFF OR AS NOTED. AUTHORITY HAVING JURISDICTIONAHJ C MOTOR RATED SWITCH H.P. RATED$M SIZES. MINIMUM CONDUIT SIZE SHALL BE 3/4", MINIMUM CONDUCTOR SIZE TO BE #12. SINGLE RECEPTACLE, VERIFY EXACT NEMA CONFIGURATION WITH VENDOR OF EQUIPMENT. +18" AFF OR AS NOTED. WR.WEATHER RESISTANCE 1. ALL CONDUIT SHALL BE RIGID STEEL OR EMT. FLEXIBLE CONDUIT SHALL BE LIMITED TO 72" FOR FINAL CONNECTION TO LIGHTING FIXTURES OR MOTORS, INCLUDING GROUNDING CONDUCTOR. P.V.C. CONDUIT MAY BE USED ONLY FOR UNDERGROUND, RE-SIZE CONDUIT AS REQUIRED TO INCLUDE GROUNDING CONDUCTOR. MININUM CONDUIT STRAP USE TWO (2) HOLE TYPE. 2. TELEPHONE AND TELEVISION CABLES MAY BE PREWIRED BY LOCAL TEL/COMM/CABLE T.V. COMPANY WITHOUT CONDUIT. 1. BREAKERS, SWITCHES, FUSES, METER SOCKETS, AND CURRENT CARRYING DEVICES SHALL BE DESIGNED TO WITHSTAND MAXIMUM AVAILABLE FAULT CURRENT (AFC) ESTABLISHED BY SERVING UTILITY. 2. SWITCHBOARDS AND PANELBOARDS BUSSING SHALL BE TIN PLATED COPPER BRACED TO WITH STAND MAXIMUM AVAILABLE FAULT. TRANSFORMER SHALL BE ENERGY SAVING TYPE WITH COPPER WINDING. 1. SUBSCRIPT LETTER NEXT TO THE ABOVE SYMBOLS INDICATES DEVICE CONTROLLED. 2. DEVICES AND COVER PLATE COLOR AS SELECTED BY ARCHITECT, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF OUTLET, UNLESS NOTED. 3. CONVENICE RECEPTACLES IN BATHROOM, LAUNDRY ROOM, AND KITCHEN WITHIN 6 FT FROM SINK AND EXTERIOR LOCATIONS SHALL BE GROUND FAULT TYPE (GFCI) 4. TAMPER-RESISTANT RECEPTACLES SHALL BE INSTALLED IN DWELLING UNIITS, CUEST ROOMS OF HOTELS AND MOTELS, AND CHILD CARE FACILITIES. DEMAND TABULATION PEAK DEMAND (12 MONTH):147 KW @0.85 POWER FACTOR:172.9 KVA @125% (NEC 220.87):216.2 KVA ADDITIONAL LOAD:30.0 KVA TOTAL:246.2 KVA TOTAL @ 208V-3Ø 684 AMP SERVICE:2000 AMP SINGLE LINE DIAGRAM N.T.S. EXISTING SUPERMARKET T.I., PROVIDE POWER FOR TRACK LIGHTS & REFRIGERATION DISPLAY CASES. SCOPE OF WORK EXISTING PNL "Z" TO BE DISCONNECTED FROM PNL "F" PROVIDE NEW BREAKER AND FEEDERS TO EXISTING PNL "Z" KEY NOTES: 1 (E) 200A 3P (E) PNL "F" (E) 208Y/120V 3Ø 4W 2000A MAIN SWITCHBOARD "MS" (E) 125A 3P (E) PNL "A" ... (E)(E) (E) 100A-3P D = ± 6 5 F T . D = ± 1 5 F T . (E) TO UTILITY SERVICE POINT G N GND (E) 2000A 3P M (E) (E) U.G.P.S.100A 3P (E) PNL "Z" D = ± 6 5 F T . 1 1 1/2"C-(4)#2+#8G 2 2 3/ 2 5 / 2 0 2 4 1 2 : 1 7 P M F: \ P R O J E C T S \ 2 0 2 4 \ C 2 0 2 4 - H Y C \ C 2 4 0 0 1 ( A r c a d i a S u p e r m a r k e t ) \ C2 4 0 0 1 E L E C . d w g TITLE © JAG TENANT: JOHN XU GOOD FORTUNE SUPERMARKET 645 W DUARTE RD ARCADIA, CA 91007 T (626) 827-1488 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. TENANT IMPROVEMENT 645 W DUARTE RD ARCADIA, CA 91007 C24001 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 1 CITY 2/14/24 E-1 ELEC NOTES, LEGEND, SINGLE LINE OFFICE PRODUCE COOLER ACCOUNTING OFFICE MEN WOMEN PRODUCE COOLER MEAT FREEZERFISH FREEZER FROZEN FOOD REST RMMEN'S LOCKER WOMEN'S LOCKER FISH COOLER DRY FOOD FROZEN FOOD STORAGE ROOM 1 MEAT COOLER STORAGE AREAUP UP FISH & MEAT DEPT. PREP. AREA CUSTOMER CHECK AISLES PRODUCE FROZEN FOOD MEAT DEPT. DAIRY DRY FOOD FROZEN FOOD LIQUOR & CIGARETTE MEAT PRODUCE PRODUCE DRY FOOD DRY FOOD POWER PLAN SCALE:1/8"=1'-0" GENERAL NOTES CONTRACTOR TO PROVIDE LABEL ON EACH OUTLET AND DISCONNECT MEANS INDICATING THE POWER SOURCE PANEL AND CIRCUIT NUMBER. ALL CASE LIGHTING CIRCUITS TO BE WIRED VIA AUTOMATIC TIME SWITCH. PROVIDE SEALS & EXPANSION COUPLINGS ON ALL CONDUITS ENTERING OR LEAVING A DIFFERENCE IN TEMPERATURE. CEC 300.7(A) ALL OUTLETS TO HAVE VAPOR TIGHT CONSTRUCTION. 1. 2. 3. 4. ELECTRICAL SYMBOLS U.G. CONDUIT & COUPLING FLUSH WITH FLOOR BENEATH CASES. OVERHEAD SERVICE CONNECTED TO REFRIGERATION CASES. KEY NOTES 1 THREADED CONDUIT STUB-UP FOR POWER. CONDUIT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY 10 FT. PER CEC 358.30. PROVIDE UNISTRUT FOR CONDUIT SUPPORT. EXISTING CHECK AISLE OUTLETS TO REMAIN. 2 3 3 3 B A C D E F (E) 208Y/120V 3Ø 4W 2000A MAIN SWITCHBOARD "MS"(E) PNL "A" (E) PNL "Z" (ON MEZZANINE) Z-13,15 Z-17,19 Z-6/8 Z-2/4 3/4"C-(3)#10+#10G 3/4"C-(3)#10+#10G Z-20,22 Z-32 Z-30 Z-28 3/4"C-(2)#10+#10G 3/4"C-(2)#10+#10G 3/4"C-(2)#10+#10G Z-26 3/4"C-(2)#10+#10G Z-27 Z-9,11 Z-21,23,25 3/4"C-(4)#10+#10G Z-16,1812 (E) PNL "F" (ON MEZZANINE) 1 2 1 2 1 2 1 2 1 1 1 1 1 3/ 2 5 / 2 0 2 4 1 2 : 1 8 P M F: \ P R O J E C T S \ 2 0 2 4 \ C 2 0 2 4 - H Y C \ C 2 4 0 0 1 ( A r c a d i a S u p e r m a r k e t ) \ C2 4 0 0 1 E L E C . d w g TITLE © JAG TENANT: JOHN XU GOOD FORTUNE SUPERMARKET 645 W DUARTE RD ARCADIA, CA 91007 T (626) 827-1488 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. TENANT IMPROVEMENT 645 W DUARTE RD ARCADIA, CA 91007 C24001 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 1 CITY 2/14/24 E-2 POWER PLAN INTERRUPTING CAPACITY OF ALL NEW CIRCUIT BREAKERS TO BE GREATER THAN OR EQUAL TO THAT OF EXISTING BREAKERS. CONTRACTOR TO TRACE EXISTING CIRCUITS, LABEL CIRCUITS THAT ARE NOT IN USE AS "SPARE". CONTRACTOR TO FIELD VERIFY, DISCONNECT EXISTING SUB PANEL "Z" FROM PANEL "F". PANEL NOTES: 1. 2. 4 4 1 OFFICE PRODUCE COOLER ACCOUNTING OFFICE MEN WOMEN PRODUCE COOLER MEAT FREEZERFISH FREEZER FROZEN FOOD REST RMMEN'S LOCKER WOMEN'S LOCKER FISH COOLER DRY FOOD FROZEN FOOD STORAGE ROOM 1 MEAT COOLER STORAGE AREA UP UP FISH & MEAT DEPT. PREP. AREA CUSTOMER CHECK AISLES PRODUCE FROZEN FOOD MEAT DEPT. DAIRY DRY FOOD FROZEN FOOD LIQUOR & CIGARETTE MEAT PRODUCE PRODUCE DRY FOOD DRY FOOD LIGHTING PLAN SCALE:1/8"=1'-0" SWAY BAR FLEXIBLE CONDUIT LIGHT FIXTURE P-2540 STUD NUT NOTE: RIGID MOUNTED WITH SWAY BAR PENDANT MOUNTED FIXTURE 1/2" DIA. UNISTRUT THREADED ROD 4'-0" O.C. MINIMUM SECURE TO STRUCTURE FOR LATTERAL SUPPORT CONTINUOUS P-1000 SERIES CHANNEL, U.L. APPROVED P1001 UNISTRUT LENGTH AS REQUIRED SEE STRUCTURAL FOR ATTACHMENT TO STRUCTURE. AT SPLICE USE FLAT FITTING P1067 W/(4) UNISTRUT BOLTS AND NUTS WITH SPRINGS P-2753 HANGER FITTING CONTINUOUS P-3184 CLOSURE STRIP N.T.S. A E-3 A LIGHTING FIXTURE SCHEDULE TYPE SYMBOL MANUFACTURER & MODELWATTDESCRIPTIONLAMP TYPE NO.VOLT MOUNTING NOTE: LIGHTING FIXTURE MANUFACTURER & MODEL IS FOR REFERENCE ONLY. FIXTURE SHALL BE SELECTED BY ARCHITECT. POWER AND QUALITY SHALL BE SPECIFICATION GRADE LED 68W--EXISTING 8' STRIP LIGHT EXISTINGCEILING120V B LED 24W--TRACK LIGHT W/ CURRENT LIMITING BREAKER "NANTONG YINSEN" T60-24ATRACK120V LIGHTING NOTES AND LEGENDS: EM EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACKUP OR UNIT MOUNTED EMERGENCY INVERTER. PROVIDE UNSWITCHED HOT WIRE AS NOTED. THE LIGHTING PLAN IS LIMITED TO PROVIDING CODE COMPLIANCE AND LIGHTING FIXTURE POWER SUPPLIES. CONTRACTOR TO OBTAIN LIGHTING CONTROL LAYOUT FROM MANUFACTURER FOR ALL REQUIRED DEVICES & WIRING. INCLUDE ALL EXTENDED WORK IN BIDDING. PROVIDE 6' OF FLEX METAL WIRES FROM J-BOX ABOVE EACH FIXTURE TO EACH LIGHTING FIXTURE. PROVIDE 90 MINUTES BATTERY BACKUP FOR EXIT SIGN. PROVIDE LOW LEVEL EXIT SIGN AS REQUIRED BY FIRE DEPARTMENT OR C.B.C. 1011.6 & 1011.7 FIXTURE SHALL HAVE MINIMUM 60 LUMENS/WATT EFFICIENCY, AND BALLAST AND LAMP SHALL BE ENERGY SAVING TYPE U.O.N. VERIFY WITH OWNER OR ARCHITECT FOR NIGHT LIGHT REQUIREMENT. LIGHTING SWITCH TO BE 36"-48" A.F.F. U.O.N.. RUN LIGHTING CIRCUITS THROUGH CONTROL DEVICES. PROVIDE UNCONTROLLED HOT WIRE FOR EXIT SIGN, EMERGENCY LIGHT, AND LIGHTING CONTROL DEVICES. TRACK LIGHT SHALL BE CEILING HUNG WITH THREADED ROD. SEE PENDANT MOUNTED FIXTURE DETAIL. 0.1 0.2 0.3 0.4 0.5 0.6 1 LC $ $ $ 3 4 $D $D3 PC OS MS RP D SINGLE POLE TOGGLE SWITCH, 36"-48" A.F.F. THREE WAY SWITCH 20 AMP, 36"-48" A.F.F. FOUR WAY SWITCH 20 AMP, 36"-48" A.F.F. DIMMER SWITCH, SWITCH TYPE TO CORRESPOND WITH CONNECTED FIXTURES, 36"-48" A.F.F. THREE WAY DIMMER SWITCH, 36"-48" A.F.F. 0-2 HR. MANUAL BY-PASS TIMER FOR LTG.,ZONE CONTROL. PROVIDE AS REQUIRED BY CEC FOR ELECTRIC METERED SPACE OF GREATER THAN 5000 S.F. OCCUPANCY SENSOR, PROVIDE DEVICES SENSING ENTIRE ENCLOSED AREA WHERE THE DEVICES ARE LOCATED OR FIXTURES / AREA AS SHOWN ON LIGHTING PLAN MOTION SENSOR, PROVIDE DEVICES SENSING ENTIRE ENCLOSED AREA WHERE THE DEVICES ARE LOCATED OR FIXTURES / AREA AS SHOWN ON LIGHTING PLAN PHOTOCELL / DAYLIGHT SENSOR CONTROL RELAY PACK FOR LIGHTING / RECEPTACLES ASTRONOMICAL TIME SWITCH FOR LIGHTING CONTROL. DEMAND RESPONSE FOR LIGHTING CONTROL. CONTROL DEVICES LEGEND: (E) PNL "A" (E) LIGHTING TO REMAIN, TYP. (E) TIMER RP A-31 $Da 31a31a31a 31a 31a 31a 31a 31a 31a #10 1 2 2 TYP. 3/ 2 5 / 2 0 2 4 1 2 : 1 8 P M F: \ P R O J E C T S \ 2 0 2 4 \ C 2 0 2 4 - H Y C \ C 2 4 0 0 1 ( A r c a d i a S u p e r m a r k e t ) \ C2 4 0 0 1 E L E C . d w g TITLE © JAG TENANT: JOHN XU GOOD FORTUNE SUPERMARKET 645 W DUARTE RD ARCADIA, CA 91007 T (626) 827-1488 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. TENANT IMPROVEMENT 645 W DUARTE RD ARCADIA, CA 91007 C24001 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 1 CITY 2/14/24 E-3 LIGHTING PLAN 3/ 2 5 / 2 0 2 4 1 2 : 1 8 P M F: \ P R O J E C T S \ 2 0 2 4 \ C 2 0 2 4 - H Y C \ C 2 4 0 0 1 ( A r c a d i a S u p e r m a r k e t ) \ C2 4 0 0 1 E L E C . d w g TITLE © JAG TENANT: JOHN XU GOOD FORTUNE SUPERMARKET 645 W DUARTE RD ARCADIA, CA 91007 T (626) 827-1488 ARCHITECT: PENG JIANG JIANG ARCHITECT GROUP (JAG) 1418 BUTLER AVE., #3 LOS ANGELES, CA 90025 T (323) 616-4389 MEP: HANK CHANG HYC CONSULTING ENGINEERS, INC. 556 N DIAMOND BAR BLVD., #304 DIAMOND BAR, CA 91765 T (909) 396-8168 STAMP SHEET NUMBER SCALE PROJECT NUMBER © JAG THIS DOCUMENT IS THE PROPERTY OF JIANG ARCHITECT GROUP (JAG) AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF JAG. TENANT IMPROVEMENT 645 W DUARTE RD ARCADIA, CA 91007 C24001 DESCRIPTION DATE JAG JIANG ARCHITECT GROUP 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 1 CITY 2/14/24 E-4 ENERGY COMPLIANCE