The URL can be used to link to this page

Home My WebLink About41 W Huntington Dr - 2024 -NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 0 7 P M G000G000 COVERCOVER IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SHEET INDEX GENERAL G000 COVER G001 SF CALCULATIONS G022 GRN NOTES G020 GENERAL NOTES G021 GENERAL NOTES G023 GRN NOTES G024 GRN NOTES PLB TITLE 24 PRC TITLE 24 T-1 TITLE 24 T-2 TITLE 24 T-3 TITLE 24 ARCHITECTURAL A010 SITE PLAN A011 SITE PLAN DETAILS A021 FIRST FLOOR DEMO PLAN A030 FIRST FLOOR EXITING PLAN A031 ADA DETAILS A032 ADA DETAILS A100 EXISTING FIRST FLOOR PLAN A101 FIRST FLOOR PLAN A110 ROOF PLAN A121 FIRST FLOOR RCP A200 BUILDING ELEVATIONS A300 BUILDING SECTIONS A400 ENLARGED PLANS & ROOM FINISHES A500 DETAILS A501 DETAILS A502 DETAILS A610 DOOR & WINDOW SCHEDULE STRUCTURAL S-S COVER S-GN GENERAL NOTES S-1 FOUNDATION PLAN S-2 ROOF AND CEILING PLAN SD1 STRUCTURAL DETAILS MECHANICAL M-1 GENERAL NOTES M-2 SITE PLAN M-3 FLOOR PLAN M-4 ROOF PLAN M-5 SCHEDULE M-6 SPECIFICATIONS M-7 DETAILS M-8 DETAILS M-9 DETAILS M-10 DETAILS M-11 DETAILS M-12 SPECIFICATIONS M-13 SPECIFICATIONS M-14 SPECIFICATIONS ELECTRICAL E-1 COVER E-2 SITE PLAN E-2.1 SCHEDULE E-3 FLOOR PLAN E-4 LIGHTING PLAN E-4.1 SPECIFICATIONS E-4.2 EMERGENCY PHOTOMETRIC E-5 T24 PLUMBING P-1 COVER P-2 SITE PLAN P-3 FLOOR PLAN P-4 FLOOR PLAN P-5 SPECIFICATIONS P-6 FLOOR PLAN P-7 SCHEDULE P-8 DIAGRAM P-9 DIAGRAM P-10 SPECIFICATIONS KITCHEN K2 EQUIPMENT SCHEDULE T1 TITLE SHEET A121.FIRST FLOOR RCP K1 EQUIPMENT PLAN K2.1 EQUIPMENT SCHEDULE K3 PLUMBING ROUGH-INS K4 ELECTRICAL ROUGH-INS K5 SPECIAL CONDITIONS PLAN K6 EQUIPMENT ELEVATION K7 EXHAUST HOOD SHOP DRAWINGS K.7-1 EXHAUST HOOD SHOP DRAWINGS K.7-2 EXHAUST HOOD SHOP DRAWINGS PROJECT INFORMATION GOVERNING CODES PROJECT DESCRIPTIONPROJECT DIRECTORY LOCATIONPROJECT ADDRESS APNTRACTLOT LOT SIZEZONEGENERAL PLAN CODE ANALYSISUSETYPE OF CONST.SPRINKLERS # OF STORIESALLOWABLE HEIGHTPROPOSED HEIGHT ALLOWABLE FARALLOWABLE SF.EXISTING SF.PROPOSED SF. LOT COVERAGE ALLOWABLEBUILDING SF.HARDSCAPETOTAL PARKING ANALYSISUSE #1REQUIRED AUTOMOBILETOTAL REQUIREDPROPOSED PARKING ON SITE THIS PROJECT CONSISTS OF A T.I RENOVATION TO AN EXISTING 3,352 SF RESTAURANT. THE NEW PROPOSED T.I WILL KEEP AS RESTAURANT USE 2018 INTERNATIONAL BUILDING CODE (IBC)2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA RESIDENTIAL CODE (CRC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA ELECTRICAL CODE (CEC)2022 CALIFORNIA BUILDING STANDARDS CODE (CGBSC)2022 CALIFORNIA ENERGY CODE (CENC)2022 CALIFORNIA FIRE CODE (CFC)*ALL LOCAL CODES & ORDINANCES VICINITY MAP OWNER: KEVIN TANG41 W HUNTINGTON DRARCADIA CA, 91006 ARCHITECT:NEO & ASSOCIATESLEAD ARCHITECT:EDWARD OSUCHAPPLICANT:PATRICIA BATALHAEMAIL: PATRICIAB@NEO-INC.COMDESIGNERS:NICHOLAS VOELL-WHITERYAN BOSTICPATRICIA BATALHABUSHRA MUHAMMADI2115 HUNTINGTON DRIVESAN MARINO CA, 91108P: 626.590.1818 PROJECT SITE INTERIOR RENOVATION - RESTAURANT 41 HUNTINGTON DR, ARCADIA CA 91006 DEFERRED SUBMITTALS •AUTOMATIC SPRINKLER SYSTEM NFPA 13 FIRE SPRINKLERS. THE FIRE SPRINKLER SYSTEM SHALL BE MONITORED. ABBREVIATIONS ACOUS.ACOUSTICALA.D.AREA DRAINADJ.ADJUSTABLEA.F.F.ABOVE FINISH FLOORAGGR.AGGREGATEAL.ALUMINUMAPPROX.APPROXIMATEARCH.ARCHITECTURALASB.ASBESTOSASPH.ASPHALT DB.BOARDBITUM.BITUMINOUSBLDG.BUILDINGBLK.BLOCKBLKG.BLOCKINGBM.BEAMBOT.BOTTOM CAB.CABINETC.B.CATCH BASINCEM.CEMENTCER.CERAMICC.I.CAST IRONC.G.CORNER GUARDCLG.CEILINGCLKG.CAULKINGCLO.CLOSETCLR.CLEARC.M.U.CONCRETE MASONRY UNITC.O.CASED OPENINGCOL.COLUMNCONC.CONCRETECONN.CONNECTIONCONSTR.CONSTRUCTIONCORR.CORRIDORCTSK.COUNTERSUNKCNTR.COUNTERCTR.CENTER DBL.DOUBLEDEPT.DEPARTMENTD.F.DOUGLAS FIRD.F.DRINKING FOUNTAINDET.DETAILDIA.DIAMETERDIM.DIMENSIONDISP.DISPENSERDN.DOWND.O.DOOR OPENINGDR.DOORDWR.DRAWERDS.DOWNSPOUTD.S.P.DRY STAND PIPEDWG.DRAWING E.EASTEA.EACHE.J.EXPANSION JOINTEL.ELEVATIONELEC.ELECTRICALELEV.ELEVATOREMER.EMERGENCYENCL.ENCLOSUREE.P.ELECTRICAL PANEL BOARDEQ.EQUALEQPT.EQUIPMENTE.W.C.ELECTRIC WATER COOLEREXST.(E)EXISTINGEXPO.EXPOSEDEXP.EXPANSIONEXT.EXTERIOR F.A.FIRE ALARMF.B.FLAT BARF.D.FLOOR DRAINFDN.FOUNDATIONF.E.FIRE EXTINGUISHERF.E.C.FIRE EXTINGUISHER CABINETF.H.C.FIRE HOSE CABINETFIN.FINISHFL.FLOORFLASH.FLASHINGFLOUR.FLUORESCENTF.O.C.FACE OF CONCRETEF.O.F.FACE OF FINISHF.O.S.FACE OF STUDFPRF.FIREPROOFF.S.FULLSIZEFT.FOOT OR FEETFTG.FOOTINGFURR.FURRINGFUT.FUTURE GA.GAUGEGALV.GALVANIZEDG.B.GRAB BARGL.GLASSG.L.B.GLU-LAM BEAMGND.GROUNDGR.GRADEGYP.GYPSUM H.B.HOSE BIBBH.C.HOLLOW COREHCP.HANDICAPPEDHDWD.HARDWOODHDWE.HARDWAREH.M.HOLLOW METALHORIZ.HORIZONTALHR.HOURHGT.HEIGHT I.D.INSIDE DIAMETERINSUL.INSULATIONINT.INTERIOR JAN.JANITORJT.JOINT KIT.KITCHEN LAB.LABORATORYLAM.LAMINATELAV.LAVATORYLKR.LOCKERLT.LIGHT MAX.MAXIMUMM.C.MEDICINE CABINETMECH.MECHANICALMEMB.MEMBRANEMET.METALMFR.MANUFACTURERMH.MANHOLEMIN.MINIMUMMIR.MIRRORMISC.MISCELLANEOUSM.O.MASONRY OPENINGMTD.MOUNTEDMUL.MULLION N.NORTHN.I.C.NOT IN CONTRACTNO., #NUMBERNOM.NOMINALN.T.S.NOT TO SCALE O.A.OVERALLOBS.OBSCUREO.C.ON CENTERO.D.OUTSIDE DIAMETEROFF.OFFICEOPNG.OPENINGOPP.OPPOSITE P.J.PANEL JOINTPL.PLATEP.LAM.PLASTIC LAMINATEPLAS.PLASTICPLYWD.PLYWOODPR.PAIRPRCST.PRE-CASTPT.POINTP.T.D.PAPER TOWEL DISPENSERP.T.D/R COMBINATION P.T.D. & P.T.R.PTN.PARTITIONP.T.R.PAPER TOWEL RECEPTACLE Q.T.QUARRY TILE R.RISERRAD.RADIUSR.D.ROOF DRAINREF.REFERENCEREFR.REFRIGERATORRGTR.REGISTEREDREINF.REINFORCEDREQ.REQUIREDRESIL.RESILIENTRM.ROOMR.O.ROUGH OPENINGRWD.REDWOODR.W.L.RAIN WATER LEADER S.SOUTHS.C.SOLID CORES.C.D.SEE CIVIL DRAWINGSSCHED.SCHEDULES.D.SOAP DISPENSERSECT.SECTIONS.E.D.SEE ELECTRICAL DRAWINGSSH.SHELFSHR.SHOWERSHT.SHEETSIM.SIMILARS.L.D.SEE LANDSCAPE DRAWINGSS.M.D.SEE MECHANICAL DRAWINGSS.N.D.SANITARY NAPKIN DISPENSERS.N.R.SANITARY NAPKIN RECEPTACLES.P.D.SEE PLUMBING DRAWINGSSPEC.SPECIFICATIONSQ.SQUARES.S.D.SEE STRUCTURAL DRAWINGSS.ST.STAINLESS STEELS.SK.SERVICE SINKSTA.STATIONSTD.STANDARDSTL.STEELSTOR.STORAGESTRL.STRUCTURALSUSP.SUSPENDEDSYM.SYMETRICAL T.B.TOWEL BART.C.TOP OF CURBTEL.TELEPHONETER.TERRAZOT.&G.TONGUE & GROOVETHK.THICKT.P.TOP OF PAVEMENTT.P.D.TOILET PAPER DISPENSERTRD.TREADT.V.TELEVISIONT.W.TOP OF WALLTYP.TYPICAL UNF.UNFINISHEDU.O.N.UNLESS OTHERWISE NOTEDUR.URINAL VERT.VERTICALVEST.VESTIBULEV.I.F.VERIFY IN FIELD W.WESTW/WITHW.C.WATER CLOSETWD.WOODWDW.WINDOWW/O WITHOUTWP.WATERPROOFWSCT.WAINSCOATWT.WEIGHT &ANDLANGLE@AT℄CENTERLINE⌀DIAMETER OR ROUND#POUND OR NUMBER 41 W HUNTINGTON DR ARCADIA CA 910065775-025-031HUNTINGTON DR WITH E LINE OF MORLAN PL PER M B 273-37 TH E ON SD N LINE 60.4 16,059.67 SF.CBDC 1.0 A2 - RESTAURANTVBAUTOMATIC NFPA 13 - DEFERRED SUBMITTAL1 STORIES 60'13' 8" 1.016,059.67SF3,352 SF.3,352 SF. N/A3,352 SF. (37%)11,712 SF. (63%)15,064 SF. (100%) A2 - RESTAURANT1/100 SF SPACES34 SPACES 21 (E)SPACES NO.DESCRIPTION DATE 1 PC#1 11/15/23 2 PC#2 12/21/23 3 PC#3 03/05/24 5 PC#5 06/12/24 5 UTILI T Y CABI N E T . 1836 1842 1842 1836 18601860 18601860 1854 2424 BIB LOCKER LOCKER KITCHEN MOP FRZ COOLER PREPSINK 3-COMPT SOILED SERVICE PASS/PICK-UP BULKCO2 13" 16" 13" C H CH CH C H D D C C 12X18X8.6BOX MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (PER CBC TABLE 1004.5) Accessory storage areas, mechanical equipment room 300 gross Agricultural building 300 gross Aircraft hangars 500 gross Airport terminalBaggage claim 20 grossBaggage handling 300 grossConcourse100 grossWaiting areas 15 gross Assembly Gaming floors (keno, slots, etc.)30 netExhibit gallery and museum 11 grossAssembly with fixed seats See Section 1004.6Assembly without fixed seatsConcentrated(chairs only—not fixed)7 netStanding space 5 netUnconcentrated (tables and chairs)15 net Bowling centers, allow 5 persons foreach lane including 15 feet of runway,and for additional areas 7 net Business areas 150 grossConcentrated business use areas See Section 1004.8 Courtrooms—other than fixed seating areas 40 net Day care 35 net Dormitories 50 gross EducationalClassroom area 50 netShops and other vocational room areas 20 net Exercise rooms 50 gross Group H-5 fabrication andmanufacturing areas 200 grossIndustrial areas 100 gross Institutional areasInpatient treatment areas 240 grossOutpatient areas 100 grossSleeping areas 120 gross Kitchens, commercial 200 gross Laboratory Educational (K-12th grade)50 netLaboratories, non-educational 100 netLaboratory suite 200 gross LibraryReading rooms 50 netStack area 100 gross Locker rooms 50 grossMall buildings—covered and open See Section 402.8.2 Mercantile 60 grossStorage, stock, shipping areas 300 gross Parking garages 200 gross Residential 200 gross Skating rinks, swimming poolsRink and pool 50 grossDecks15 gross Stages and platforms 15 net Warehouses 500 gross Function Legend ACCESSORY ASSEMBLY UNCONCENTRATED ASSEMBLY WITH FIXED SEATS KITCHENS, COMMERCIAL 1703 SF SERVICE AREA 145 SF RESTROOM 134 SF RESTROOM 980 SF COMMERCIALKITCHEN PRIVATE 2 PRIVATE 1 WAITING MAIN SERVICE AREA COMMERCIALKITCHEN PRIVATE 2 RESTROOM BAR STORAGE PRIVATE 1WAITING RESTROOM FU01 FU 02 FU02 FU 02 FU02 FU02 FU02 FU03 FU03 FU03FU03 FU 04 FU05 FU05 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 7/ 8 / 2 0 2 4 4 : 0 1 : 1 2 P M G001G001 SFSF CALCULATIONSCALCULATIONS IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 BUILDING SF CALCULATION AREA FUNCTION GSF FIRST FLOOR SERVICE AREA ASSEMBLY WITH FIXED SEATS 1703 SF RESTROOM ACCESSORY 145 SF RESTROOM ACCESSORY 134 SF COMMERCIAL KITCHEN KITCHENS, COMMERCIAL 980 SF PRIVATE 2 ASSEMBLY UNCONCENTRATED 274 SF PRIVATE 1 ASSEMBLY UNCONCENTRATED 272 SF WAITING ASSEMBLY UNCONCENTRATED 152 SF 3660 SF TOTAL:3660 SF LOT COVERAGE CALCULATION AREA FUNCTION GSF % FIRST FLOOR SERVICE AREA ASSEMBLY WITH FIXED SEATS 1703 SF 47% RESTROOM ACCESSORY 145 SF 4% RESTROOM ACCESSORY 134 SF 4% COMMERCIAL KITCHEN KITCHENS, COMMERCIAL 980 SF 27% PRIVATE 2 ASSEMBLY UNCONCENTRATED 274 SF 7% PRIVATE 1 ASSEMBLY UNCONCENTRATED 272 SF 7% WAITING ASSEMBLY UNCONCENTRATED 152 SF 4% 3660 SF 100% TOTAL:3660 SF 100% SCALE 1/16" = 1'-0"1FIRST FLOOR - GSF DIAGRAM TOILET FACILITIES CALCULATION (PER CPC TABLE 422.1) NO.DESCRIPTION DATE 1 PC#1 11/15/23 2 PC#2 12/21/23 3 PC#3 03/05/24 6 PC#6 06/28/24 - SCALE 1/16" = 1'-0"2OCCUPANCY LOAD OCCUPANCY LOAD CALCULATION. AREA FUNCTION GFC OCCUPANT LOADFACTOR OCCUPANCYLOAD FIRST FLOOR MAIN SERVICE AREA ASSEMBLY WITH FIXEDSEATS 1438 SF COMMERCIAL KITCHEN KITCHENS, COMMERCIAL 865 SF 200 4 PRIVATE 2 ASSEMBLYUNCONCENTRATED 287 SF 15 19 RESTROOM ACCESSORY 314 SF 150 2 BAR STORAGE ACCESSORY STORAGEAREAS, MECHANICALEQUIPMENT ROOM 175 SF 300 1 PRIVATE 1 ASSEMBLY UNCONCENTRATED 270 SF 15 18 WAITING ASSEMBLY STANDINGSPACE 154 SF 5 31 RESTROOM ACCESSORY 51 SF 150 0 3556 SF TOTAL:3556 SF SCALE 1/16" = 1'-0"3SEATING OCCUPANCY CALCULATION SEATS CALCULATION #KEYNOTE 01 2 SEATS FIXED TABLE 02 4 SEATS FIXED TABLE 03 5 SEATS FIXED TABLE 04 13 BAR FIXED SEATS 05 UNCONSTRAINED SEATS MAX. 12 SEATS SEATS CALCULATION TABLES 2 SEATS 4 SEATS BAR PRIVATE ROOM TOTAL FIXED 1 24 13 38UNCONSTRAINED 0 0 0 24 MAX.12X2 ROOMS = 24 38 113 6 REQUIRED PROVIDEDOCC. LOAD (M)=113 MEN 57WOMEN 57 WATER CLOSETMENS 2 1URINALS02WOMENS22 LAVATORIESMENS 1 1WOMENS 1 1 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 1 0 P M G020G020 GENERALGENERAL NOTESNOTES IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 GENERAL NOTES: DIVISION 1 GENERAL REQUIREMENTSWORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 1. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS.2. UNIFORM BUILDING CODE, APPLICABLE EDITION.3. ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE SITE OF WORK.4. STANDARD SPECIFICATIONS OF ASTM.5. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN.6. "OR EQUAL": THE CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S AND BUILDER'S APPROVAL ALL MATERIALS OR EQUIPMENT WHICH IS CONSIDERED "OR EQUAL" TO THAT SPECIFIED.ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL REPORT TO PROJECT SUPERINTENDENT ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF THEIR WORK. CLIENT'S ARCHITECT AND SUPERINTENDENT TO BE NOTIFIED IMMEDIATELY BY CONTRACTOR OR SUB-CONTRACTOR SHOULD ANY DISCREPANCY OR OTHER QUESTION ARISE PERTAINING TO THE WORKING DRAWINGS AND/OR SPECIFICATIONS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT OF BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.SUB-CONTRACTOR SHALL: INSURE THAT ALL WORK IS DONE IN A PROFESSIONAL WORKMAN-LIKE MANNER BY SKILLED MECHANICS AND SHALL REPLACE ANY MATERIAL OR ITEMS DAMAGED BY SUB-CONTRACTOR'S PERFORMANCE. SUB-CONTRACTORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY ARE TO CONFER AND COOPERATE FULLY WITH EACH OTHER DURING THE COURSE OF CONSTRUCTION TO DETERMINE THE EXACT EXTENT AND OVERLAP OF EACH OTHER'S WORK AND TO SUCCESSFULLY COMPLETE THE EXECUTION OF THE WORK. ALL SUB-CONTRACTOR WORKMANSHIP SHALL BE OF QUALITY TO PASS INSPECTIONS BY LOCAL AUTHORITIES, LENDING INSTITUTIONS, ARCHITECT OR BUILDER. ANY ONE, OR ALL OF THE ABOVE MENTIONED INSPECTORS MAY INSPECT WORKMANSHIP AT ANY TIME, AND ANY CORRECTIONS NEEDED TO ENHANCE THE QUALITY OF BUILDING WILL BE DONE IMMEDIATELY. EACH SUB-CONTRACTOR UNLESS SPECIFICALLY EXEMPTED BY THE TERMS OF HIS AGREEMENT, SHALL BE RESPONSIBLE FOR CLEANING UP AND REMOVING FROM THE JOB SITE ALL TRASH AND DEBRIS NOT LEFT BY OTHER SUB-CONTRACTORS. BUILDER WILL DETERMINE HOW SOON AFTER SUB-CONTRACTOR COMPLETES EACH PHASE OF HIS WORK THAT TRASH AND DEBRIS WILL BE REMOVED. DEPUTY INSPECTION 1. "DEPUTY INSPECTOR SHALL BE REGISTERED WITH THE CITY OF LOS ANGELES PRIOR TO INSPECTION WORK." STRUCTURAL ENGINEERING: 1. REFER TO THE CURRENT CALCULATIONS FOR ANY QUESTIONS REGARDING LUMBER GRADES, BEAM AND HEADER SIZES, FOOTINGS AND SHEAR REQUIREMENTS.2. NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. APPROVAL BY CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS.SOILS ENGINEERING: 1. REFER TO THE CURRENT SOILS REPORT FOR ANY QUESTIONS REGARDING SOIL REQUIREMENTS. REQUIRED SPECIAL INSPECTIONS IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1701 OF THE UNIFORM BUILDING CODE. * SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION.* STRUCTURAL CONCRETE OVER 2500 PSI.* PRESTRESSED STEEL.* FIELD WELDING.* MOMENT FRAME CONNECTIONS (SEISMIC ZONES 3&4 ONLY).* HIGH-STRENGTH BOLTS.* EXPANSION / EPOXY ANCHORS. * STRUCTURAL MASONRY.* SPRAYED-ON FIREPROOFING.* PILES / CAISSONS.* DESIGNER-SPECIFIED* SHOT CRETE106.3.4.2: SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICAL WITH A NOTION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DIVISION 2 SITE WORK1. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL.2. REFER TO THE CURRENT CIVIL ENGINEER'S GRADING AND PLOT PLANS.3. REFER TO THE CURRENT LANDSCAPE ARCHITECT'S GRADING AND CONSTRUCTION DOCUMENTS.4. ALL FINISH GRADES TO DRAIN AWAY FROM THE BUILDING FOOTINGS. 5. GRADING PERMIT MAY BE/IS REQUIRED. PLANS AND PERMIT FOR GRADING MAY BE PROCESSED AND ISSUED SEPARATELY PRIOR TO THIS BUILDING PERMIT. CONTACT THE GRADING SECTION OF THE BUILDING SAFETY/LAND DEVELOPMENT DIVISION DEPARTMENT OF PUBLIC WORKS. A GRADING PERMIT IS REQUIRED FOR THE FOLLOWING: A) ALL CUTS EXCEEDING 3 FEET IN DEPTH (EXCEPT FOR FOOTINGS). B) ALL FILLS TO BE CERTIFIED BY PROJECT GEOLOGIST. 6. A SEPARATE DEMOLITION PERMIT IS REQUIRED. 7. A SEPARATE PERMIT SHALL BE OBTAINED FOR SIGNS, FENCES, TRASH ENCLOSURES, RETAINING WALLS, PLANTERS AND POOLS.7. OBTAIN PERMIT FORM PUBLIC WORKS ENGINEERING PRIOR TO DOING SIDEWALK OR CURB WORK. 8. RAMPS USED AS EXITS SHOULD COMPLY WITH SECTION 1120A.5 9. NO POOL CHEMICALS SHALL BE STORED ON THE SITE. DIVISION 3 CONCRETEMATERIALS: SEE STRUCTURAL GENERAL NOTES 1. SILL FASTENING - EXTERIOR NON-BEARING AND EXTERIOR BEARING WALLS: ½" DIAMETER X 10 ANCHOR BOLTS WITH 2" DIAMETER WASHERS, 7" INTO CONCRETE 6'-0" O/C MAXIMUM. 12" FROM CORNERS AND SPLICES UNLESS OTHERWISE NOTED ON PLANS OR STRUCTURAL ENGINEER'S CALCULATIONS. INTERIOR NON-BEARING WALLS: APPROVED 3/8" DIAMETER SHOT PINS WITH 2" DIAMETER CADMIUM WASHERS. 4'-0" O/C MAXIMUM, 6" FROM CORNERS AND SPLICES UNLESS OTHERWISE NOTED ON PLANS OR STRUCTURAL ENGINEER'S CALCULATIONS (I.E. RAMSET #3348, ICBO REPORT #1147, UNLESS NOTED OTHERWISE). INTERIOR NON-BEARING WALLS: APPROVED SHOT PINS WITH CADMIUM WASHERS, 4'-0" O/C MAXIMUM, 6" FROM CORNERS AND SPLICES UNLESS OTHERWISE NOTED ON PLANS OR STRUCTURAL ENGINEER'S CALCULATIONS. 2. UNLESS OTHERWISE NOTED OR SHOWN ON PLANS, THE MINIMUM CLEAR DISTANCE OF THE REINFORCEMENT TO THE FACE OF THE CONCRETE SHALL BE: A. SLAB ON GRADE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" B. CONCRETE AGAINST EARTH: FORMED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2" WITHOUT FORM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3"DIVISION 4 MASONRY1. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ECT. GROUT SOLID ALL CELLS BELOW GRADE. 2. MOTOR SHALL BE TYPE 'S' MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO ½ TO ¼ PARTS LIME PUTTY TO 2 ¼ TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. 3. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 P.S.I. AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS GRAVEL. UNLESS NOTED OTHERWISE ON STRUCTURAL PLANS. 4. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING ASTM C-144 (MORTAR) AND C-404 (GROUT). 5. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE I OR II, LOW ALKALI. 6. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N-I. 7. ALL BRICK SHALL CONFORM TO ASTM ____, GRADE MW. 8. ALL REINFORCEMENT, BOLTS ECT. SHALL HAVE A MINIMUM GROUT COVERAGE OF ¾". ALL BRICK SHALL HAVE MINIMUM OF 2 ½ GROUT SPACE. 9. SEE THE ARCHITECTURAL DRAWINGS FOR TYPE OF UNITS, LAYING PATTERN AND JOINT DETAILS. UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL CONCRETE BLOCK AND BRICK SHALL BE LAID IN RUNNING BOND. 10. SET BOLT, ANCHORS, REGLETS, SLEEVES, INSERTS OR OTHER ITEMS NECESSARY FOR THE ATTACHMENT OF SUBSEQUENT WORK. 11. WHEN ABSOLUTELY NECESSARY FOR CONSTRUCTION PURPOSES TO STOP OFF LONGITUDINAL RUNS OF MASONRY, STOP OFF ONLY BY RACKING BACK ONE HALF UNIT LENGTH IN EACH COURSE. TOOTHING SHALL NOT BE PERMITTED. 12. ALL HOLDDOWNS, PURLIN ANCHORS AND OTHER HARDWARE SHALL BE INSTALLED PER RESTRICTED ADHERENCE WITH MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL VERIFY THE EMBEDMENT & EDGE DISTANCE WITH MANUFACTURER. SEE STRUCTURAL GENERAL NOTES DIVISION 5 METALSMATERIALS: 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO ASTM A-36. 2. BOLTS, NUTS AND SCREWS SHALL CONFORM TO ASTM A-307 GRADE "A". 3. WELDING RODS SHALL CONFORM TO AWS FOR INTENDED USE. 4. STEEL PLATES SHALL CONFORM TO ASTM-282, GRADE "A". 5. STEEL TUBING SHALL CONFORM TOASTM A-501. 6. DRYER VENT TO OUTSIDE AIR PER MANUFACTURER'S SPECIFICATIONS AND LOCAL JURISDICTIONAL REQUIREMENTS. REINFORCING STEEL: 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40 FOR SIZES #3 AND #4 AND GRADE 60 FOR SIZES #5 AND LARGER. 2. WELDED FABRIC (MESH) SHALL CONFORM TO LATEST REVISED ASTM A-185. SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A-85, YIELD STRENGTH 60 PSI. 3. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING USING PROPER LOW HYDROGEN ELECTRODES. 4. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMS. 5. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMS. (2'-0" MIN.) AT ALL SPLICES UNLESS NOTED OTHERWISE. 6. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-0" MINIMUM. 7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND SPACING AS THE WALL COLUMN REINFORCING UNLESS NOTED OTHERWISE. 8. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. SEE STRUCTURAL GENERAL NOTES DIVISION 6 CARPENTRY1. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25%/40% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%/60% RESPECTIVELY. (B.C. 2326.11.9 & 2326 11.10) 2. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. 3. ROOF TRUSS CALCULATIONS AND DETAILS SHALL BE SUBMITTED TO THE CITY AND STRUCTURAL ENGINEER FOR THEIR APPROVAL PRIOR TO ANY LUMBER BEING DELIVERED TO THE SITE. 4. SEE STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 5. FIRE BLOCK STUD WALLS (AT 10' INTERVALS {HORIZONTAL AND VERTICAL), ENCLOSED AND CONCEALED SPACES, AND AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, BETWEEN ATTIC AND CHIMNEY CHASE, AT STAIR STRINGERS, AND SIMILAR PLACES AT CEILING AND FLOOR LEVELS [708.2.1]. NOTE AND SHOW ON PLANS. DIVISION 7 THERMAL &MOISTURE PROTECTIONTHERMAL AND MOISTURE PROTECTION FLASHING 1. ALL FLASHING, COUNTERFLASHING AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE CORROSION-RESISTANT METAL AND CONFORM TO ASM A525.2. FLASH AND COUNTERFLASH AT ALL ROOF TO WALL CONDITIONS. G.I. FLASH AND CAULK WOOD BEAMS AND OUTLOOKERS PROJECTED THROUGH EXTERIOR WALLS OR ROOF SURFACES.3. FLASH ALL EXTERIOR DOOR AND WINDOW OPENINGS WITH APPROVED METHOD AND MATERIALS WHICH CONFORM TO STANDARDS OF LOCAL AND APPLICABLE CODE. EXTERIOR FINISHES MOISTURE BARRIER - 1. PROVIDE ONE (1) LAYER 60 MIN. GRADE 'D' PAPER MINIMUM ALL EXTERIOR FINISHES. VERIFY WITH DETAILS.2. PROVIDE TWO (2) LAYERS 60 MIN. GRADE 'D' PAPER BETWEEN PLYWOOD AND STUCCO FINISH. MATERIALS 1. ALL EXTERIOR MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, APPLICABLE EDITION, STATE AND LOCAL CODES. STUCCO 1. ALL EXTERIOR STUCCO COLOR COAT SHALL BE MANUFACTURED BY LA HABRA OR EQUAL AND SHALL BE ACRYLIC MEDIUM FINISH. BALCONY AND ROOF DECK COATING 1. ELASTOMERIC OR MEMBRANE DECK COATINGS SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS, COLOR AND FINISH TO BE APPROVED BY ARCHITECT. DECK COATING AND INSTALLATION SHALL BE "ELAST-DECK 5000-X2 AS MANUFACTURED BY "PACIFIC POLYMERS INC." . THE ROOF MATERIAL SHALL NOT EXCEED 3 PSF. BUILT UP ROOFING 1. DIBITEN POLY/4 SPECIFICATION 401) MODIFIED BITUMEN ROOFING SYSTEM. SEE MANUFACTURER'S LITERATURE FOR COMPLETE SPECIFICATIONS AND DETAILS. I.C.B.O. APPROVED REPORT #4392 OR EQUAL. CLASS 'A' ONLY. RETAINING WALLS WATER PROOFING 1. PROPERTY LINE WALL: INSTALL "TREMPCO" PARASEAL LG (HDPE) PER MANUFACTURER'S SPECIFICATIONS WITH TREMDRAIN PROTECTION BOARD. L.A.R.R.#24709 DRAIN TO SUMP PUMP.2. + 2' FROM PROPERTY LINE WALL: "TREMPCO" PARASEAL (HDPE) PER MANUFACTURER'S SPECIFICATIONS WITH TREMDRAIN PROTECTION BOARD. L.A.R.R.#24709 DRAIN TO SUMP PUMP.TILE DECK WATERPROOFING ON STRUCTURAL CONCRETE DECK 1. INSTALL "GRACE CONSTRUCTION PRODUCTS" BITUTHANE OVER STRUCTURAL DECK WITH PROTECTION COURSE OVER TOP. APPLY REINFORCED MORTAR BED OVER PROTECTION COURSE PER MANUFACTURER'S SPECIFICATIONS. PLANTERS WATERPROOFING ON STRUCTURAL CONCRETE DECK 1. INSTALL TREMDRAIN GR OVER BITUTHANE WATERPROOF MEMBRANE. APPLY TREMDRAIN PER "TREMPCO" SPECIFICATIONS. UNDER MAT FOUNDATION WATERPROOFING 1. REFER TO SOILS REPORT. TITLE 24 ENERGY NOTES1. THE BUILDING DESIGN MEETS THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND BUILDER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, CHAPTER 2-53 AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENT OF TITLE 20, CHAPTER 2, SUBCHAPTER 4, ARTICLE 3. PROVIDE USER'S MANUAL AND LABEL INPUT/OUTPUT FOR PROPER CHECK OF STATE APPROVED COMPUTER PROGRAM. A) BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY THE APPLIANCE STANDARDS OR PART 6 SHALL BE POSTED ADJACENT TO THE BUILDING PERMIT(S). CERTIFICATE SHALL: 1. IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE WITH THE APPLIANCE STANDARDS AND PART 6. GENERAL NOTES: THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC,) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND /OR ADDITIONAL EXPENSES. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING . (PER ORDINANCE 170,158). SEPARATE PLUMBING PERMIT IS REQUIRED. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN (APPROVED SEWAGE DISPOSAL SYSTEM (R306.3). KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4). BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2). PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTIONS. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. PROVIDE 70” HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. WATER HEATER MUST BE STRAPPED TO WALL. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000). (R314.6.2) WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. (R315.2.2) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1) A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO L ' THE GARAGE (R302.5.2). OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4 (R302.5.3). GARAGE FLOOR SURFACES SHALL BE OF AN APPROVED NONCOMBUSTIBLE MATERIAL, AND THE AREA, USED TO PARK VEHICLES SHALL BE SLOPED TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.1 1) IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12) THE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC \' RESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION R313.3 OR NFPA13D. (R313, 12.21A17(D)) THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314) AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. (R315) HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68°F AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. (R303.9) BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (R319.1) PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA UI FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA UI. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED. (6306) 2. INCLUDE THE STATEMENT INDICATING THAT THE INSTALLED DEVICES CONFORM TO THE APPLIANCE STANDARDS AND PART 6 AND THE REQUIREMENTS FOR SUCH DEVICES GIVEN IN THE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL ENFORCEMENT AGENCY. 3. STATE THE NUMBER OF THE BUILDING PERMIT UNDER WHICH THE CONSTRUCTION OR INSULATION WAS PERFORMED. 4. GAS FIRED COOKING APPLIANCES, EXCEPT PROPANE SHALL HAVE INTERMITTENT IGNITION DEVICES. B) THE BUILDER SHALL PROVIDE THE BUILDING OWNER, MANGER AND THE ORIGINAL OCCUPANTS THE APPROPRIATE CERTIFICATE(S) OF COMPLIANCE AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS AND MECHANICAL DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. C) AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSULATION IS CONSISTENT WITH THE PLANS AND THE REQUIREMENTS OF SECTION 10-103(A) (2) (A) AND CONFORMS WITH THE REQUIREMENTS OF PART 6. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION AND THE INSTALLED R-VALUE. 1. THE WEIGHTED AVERAGE CEILING INSULATION MUST BE R-30 OR GREATER. 2. THE WEIGHTED AVERAGE WALL INSULATION IN FRAME WALLS, IS R-13. D) MANUFACTURED FENESTRATION PRODUCTS SHALL: 1. HAVE THE TEMPORARY LABEL, NOT TO BE REMOVED BEFORE INSPECTION BY THE ENFORCEMENT AGENCY, LISTING THE CERTIFIED U-VALUE AND CERTIFYING THAT AIR INFILTRATION RATES NOT EXCEEDING THOSE SHOWN IN TABLE NO. 1-E. 2. HAVE A PERMANENT LABEL LISTING THE U-VALVE, CERTIFYING ORGANIZATION AND RATING PROCEDURES.2. SITE CONSTRUCTED DOORS, SKYLIGHTS AND WINDOWS INCLUDING BUT NOT LIMITED TO, FIELD MANUFACTURED DOORS, SKYLIGHTS AND WINDOWS SHALL BE CAULKED BETWEEN THE DOOR, SKYLIGHTS OR WINDOW AND BUILDING AND SHALL BE WEATHERSTRIPPED. CAULK PLUMBING AND ELECTRICAL PENETRATIONS, ALL WINDOW AND DOOR FRAMES, BETWEEN WALL SOLE PLATES AND FLOORS AND ALL OTHER OPENINGS IN ENVELOPE. ALL EXTERIOR OPENINGS SHALL BE PROPERLY WEATHERSTRIPPED, CERTIFIED AND LABELED. EXCEPTION: UNFINISHED GLASS DOORS AND FIRE DOORS. A) ALL MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED. 3. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONED AND OUTSIDE OF CONDITIONED SPACES SUCH AS GARAGES AND COMPARTMENTS FOR CENTRAL AIR GAS FURNACES SHALL BE FULLY WEATHERSTRIPPED, CERTIFIED AND LABELED.4. ALL INSULATING MATERIAL SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAMESPREAD RATING SMOKE DENSITY REQUIREMENTS OF SECTIONS 1712 AND 1713 OF THE UBC. I 5. MASONRY OR FACTORY-BUILT FIREPLACES SHALL HAVE THE FOLLOWING: A) CLOSABLE METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX. B) A COMBUSTION AIR INTAKE TO DRAW AIR FROM THE OUTSIDE OF THE BUILDING DIRECTLY INTO THE FIREBOX, WHICH IS AT LEAST SIX SQUARE INCHES IN AREA AND IS EQUIPPED WITH A READILY ACCESSIBLE, OPERABLE AND TIGHT FITTING DAMPER OR COMBUSTION AIR CONTROL DEVICE. NOTE: NOT REQUIRED IF FIREPLACE IS INSTALLED OVER A CONCRETE SLAB AND WILL NOT BE LOCATED ON AN EXTERIOR WALL. C) A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. EXCEPTION: WHEN A GAS LOG, LOG LIGHTER OR DECORATIVE GAS APPLIANCE IS INSTALLED IN A FIREPLACE, THE FLUE DAMPER SHALL BE BLOCKED OPEN IF REQUIRED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR THE STATE MECHANICAL CODE. 6. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. 7. ALL HEATING AND OR COOLING SYSTEMS OTHER THAN WOOD STOVES SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM OR OTHER SETBACK MECHANISM THAT SHUTS THE SYSTEM OFF DURING PERIODS OF NON-USE AND THAT ALLOWS THE BUILDING OCCUPANT TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST 2 PERIODS WITHIN THE 24 HOURS. A) THE GAS FURNACE SHALL BE MINIMUM 71% EFFICIENT. B) HVAC EQUIPMENT AND WATER HEATING EQUIPMENT INSTALLED SHALL BE OF A TYPE CERTIFIED BY THE C.E.C. C) HOT WATER HEATER SHALL BE WRAPPED WITH AN R-12 EXTERNAL BLANKET OR GREATER. D) HVAC EQUIPMENT SHALL MEET THE STANDARDS AS DESCRIBED IN THE TITLE 24 CALCULATION AND SPECIFICATION PERFORMANCE STANDARDS AS DESCRIBED WITH-IN SHEET G-4 OF THIS SET OF PLANS. 8. THE AIR HANDLING DUCT SYSTEM SHALL BE CONSTRUCTED, INSTALLED, SEALED AND INSULATED AS PROVIDED IN CHAPTER 10 OF THE UNIFORM MECHANICAL CODE. (MUST BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-42 OR BE IN CONDITIONED SPACE). 9. ALL FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT OR AUTOMATIC DAMPERS TO PREVENT AIR LEAKAGE. 10. PIPING, WHETHER BURIED OR UNBURIED, FOR CIRCULATING SECTIONS OF DOMESTIC HOT WATER SYSTEMS, PIPING FROM THE HEATING SOURCE TO THE STORAGE TANK FOR AN INDIRECT-FIRED DOMESTIC WATER HEATING SYSTEM, COOLING SYSTEM PIPING BELOW 5° DEGREES FAHRENHEIT AND THE FIRST FIVE FEET OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK FOR NON-RECIRCULATING SYSTEMS SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE NO. 1-S. A) SHOWERHEADS AND FAUCETS INSTALLED SHALL BE OF A TYPE CERTIFIED BY THE C.E.C. EFFICIENT FIXTURES. NO.DESCRIPTION DATE NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 1 1 P M G021G021 GENERALGENERAL NOTESNOTES IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 11. LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHENS AND BATHROOMS SHALL HAVE EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. (FLUORESCENT TYPE LIGHTING WILL MEET THIS REQUIREMENT). ADDITIONAL DECORATIVE OR TASK LIGHTING MAY BE INCANDESCENT.DIVISION 8 DOORS & WINDOWSWINDOWS AND DOORS: 1. SEE FLOOR PLANS FOR SIZE AND TYPE. COLOR SHALL BE AS APPROVED BY ARCHITECT. OVERHEAD GARAGE DOOR SPRINGS 1. SPRING MUST BE CONTAINED WITH A RESTRAINT DEVICE TO ANCHOR THE SPRING OR ANY PART THEREOF IN THE EVENT IT FRACTURES.2. BOTH THE SPRING AND THE RESTRAINT DEVICES MUST BE IDENTIFIED AS CONFORMING TO THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT. GLASS AND GLAZING 1. IN LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT SUCH AS FRAMELESS GLASS DOORS, GLASS ENTRANCE AND EXIT DOORS, FIXED GLASS PANELS, SLIDING GLASS DOORS, SHOWER DOORS, TUB ENCLOSURES AND STORM DOOR SHALL MEET THE REQUIREMENTS SET FORTH IN THE UNIFORM BUILDING CODE, APPLICATION EDITION. STATE AND LOCAL CODES. 2. SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE CATEGORY II CLASSIFICATION PER U.B.C. STD. 24-2, TABLE 24-2-A. 3. GLAZING IN DOORS AND FIXED GLAZED PANELS OF 9 SQ. FT. OR LESS SHALL HAVE CATEGORY 1 CLASSIFICATION PER U.B.C. STD. 24-2, TABLE 24-2-A. 1. GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS SHALL HAVE CATEGORY II CLASSIFICATION PER U.B.C. STD. 24-2, TABLE 24-2-A. WEATHER STRIPPING: 1. ALL SLIDING, SWINGING AND WINDOW DOORS OPENING TO THE EXTERIOR OR TO UNCONDITIONED AREAS SHALL BE FULLY WEATHER STRIPPED, GASKETED OR OTHERWISE TREATED TO LIMIT AIR INFILTRATION. 2. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 POUNDS PER SQUARE FOOT AND SHALL BE CERTIFIED AND LABELED. SECURITY REQUIREMENTS: SLIDING GLASS DOORS & WINDOWS 1. SLIDING GLASS DOORS OPENING ON TO PATIOS OR BALCONIES WHICH ARE LESS THAN ONE STORY ABOVE GRADE OR ARE OTHERWISE ACCESSIBLE FROM THE OUTSIDE SHALL BE SECURED AS FOLLOWS.: A. ALL SLIDING GLASS DOORS SHALL HAVE A HOOK-BOLT DEADLOCK WHICH IS NO LESS THAN 1/8 INCH IN THICKNESS AND WHICH HAS A MINIMUM THROW OF 1/2 INCH. B. THE HOOKBOLT DEADLOCK AND THE STRIKE SHALL BE MADE FROM HARDENED STEEL. 2. ALL SLIDING WINDOWS SHALL HAVE SAFETY LOCKS. 3. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLAR RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NO APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. EXTERIOR DOORS 1. EXTERIOR DOORS AND DOORS LEADING FROM GARAGE AREAS INTO PRIVATE RESIDENCES AND MULTIPLE DWELLING RESIDENCES SHALL BE OF SOLID CORE CONSTRUCTION AND SHALL BE NO LESS THAN 1 3/8" IN THICKNESS.2. EXTERIOR DOORS AND DOORS LEADING FROM GARAGE AREAS INTO PRIVATE RESIDENCE OR MULTIPLE DWELLING RESIDENCES SHALL HAVE A DEADLOCKING LATCH DEVICE WITH A MINIMUM THROW OF ONE-HALF INCH AND A DEADBOLT LOCK WITH A CYLINDER GUARD, A HARDENED STEEL INSERT WITH A MINIMUM THROW OF ONE INCH. BOTH LOCKING MECHANISMS SHALL BE INTERCONNECTED SO THAT BOTH MAY BE DISENGAGED BY TURNING DOOR KNOB FROM THE INSIDE. SELF-CLOSING, TIGHT-FITTING (MINIMUM 1-3/8" THICK ) SOLID CORE/SOLID WOOD OR 20-MINUTE RATED DOOR AT OPENINGS INTO DWELLING. 3. AN INTERVIEWER OR PEEPHOLE SHALL BE PROVIDED ON THE FRONT DOOR OF EACH INDIVIDUAL RESIDENCE.4. EXTERIOR DOORS SWINGING OUT SHALL HAVE NONREMOVABLE HINGE.5. IN-SWINGING EXTERIOR DOOR STOPS SHALL BE OF ONE PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMBS.6. JAMBS FOR ALL DOORS SHALL BE SO CONSTRUCTED OR PROTECTED SO AS TO PREVENT VIOLATION OF THE FUNCTION OF THE STRIKE FROM THE OUTSIDE.7. INACTIVE LEAF OF A PAIR OF DOORS OR UPPER LEAF OF A DUTCH DOOR SHALL HAVE DEADBOLT AS PER PARAGRAPH '0" NOT KEY OPERATED OR HARDENED DEADBOLT TOP AND BOTTOM WITH 1" EMBEDMENT.8. PROJECTING CYLINDERS REQUIRE GUARD. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS.9. EQUIP FRONT AND REAR DOORS WITH DEADBOLTS AND DEADLOCKING LATCHES. 10. DEAD BOLTS SHALL CONTAIN HARDENED INSERTS OR EQUIVALENT.11. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" WITH A 5/8" MINIMUM EMBEDMENT.12. OVERHEAD AND SLIDING GARAGE DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A HARDENED STEEL SHACKLE, METAL SLIDE BAR BOLT OR EQUIVALENT WHEN NOT OTHERWISE LOCKED BY ELECTRICAL POWER OPERATION.13. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NONREMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/3" DIA. STEEL JAMB STUD WITH ¼" MIN. PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2 1/2" LONG.14. EXTERIOR EXIT DOORS REQUIRED TO BE POSTED " EXIT DOOR DO NOT BLOCK."15. FLOOR LANDING ON EACH SIDE OF DOORS IS NOT MORE THAN 1/2" (13MM) [1 INCH (25MM)] LOWER THAN THE THRESHOLD OF THE DOOR WAY. SECTION 1004.9.16. ALL FIRE DOORS WITH RATING OF 3/4 HOUR OR MORE SHALL HAVE A SIGN DISPLAYED PERMANENTLY NEAR OR ON EACH FIRE DOOR IN LETTERS NOT LESS THAN 2" HEIGHT TO READ: "FIRE DOOR DO NOT OBSTRACT" TEMPERED GLASS 1. ALL GLASS WITHIN 18" OF FLOOR SHALL BE OF TEMPERED GLASS APPROVED FOR IMPACT HAZARD. TEMPERED GLASS SHALL BE 3/16" THICK CONFORMING TO "ANSI" STANDARD 2-97.1. ANY WIDOWS LOCATED WITHIN 60" OF TUB OR SHOWER SHALL ALSO BE TEMPERED GLASS. EGRESS WINDOWS PROVIDE EACH SLEEPING ROOM AT LEAST ONE WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE OR RESCUE, MEETING THE FOLLOWING REQUIREMENTS; MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT., MINIMUM NET CLEAR HEIGHT OF 24", MINIMUM NET CLEAR WIDTH OF 20" AND SILL HEIGHT OF MAXIMUM 44" ABOVE FLOOR. ELEVATOR DOOR SMOKE CONTAINMENT SYSTEM SMOKE GUARD A DIVISION OF RECTORSEAL CORMORATION. 11420 EXECUTIVE DRIVE, BOISE, ID 83713. TEL: (800)574-0330 SMOKE GUARD SYSTEM MODEL 400. ICC EVALUATION SERVICE ES AC77 - ACCEPTANCE CRITERIA FOR SMOKE- CONTAINMENT SYSTEM USED WITH FIRE-RESISTIVE ELEVATOR HOISTWAY DOOR AND FRAMES. ICC EVALUATION SERVICE REPORT ESR - 1136 UBC 1997 STANDARD 7.210(PART II) TEST STANDARD FOR SMOKE AND DRAFT CONTROL ASSEMBLIES OF THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. DIVISION 9 FINISHESLATH AND PLASTER: 1. ALL LATH AND PLASTER SHALL CONFORM TO LOCAL CODES AND U.B.C. (CHAPTER 47), APPLICABLE EDITION, STATE AND LOCAL CODES AND REQUIREMENTS.2. COLOR AND FINISH TO BE APPROVED BY ARCHITECT. GYPSUM WALLBOARD: 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE U.B.C., APPLICABLE EDITION, STATE AND LOCAL CODES.2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED.3. ALL EDGES AND ENDS OF QYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS WHICH ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM SHALL BE EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION OR DIAPHRAGM IS ACTION REQUIRED.4. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH U.B.C., APPLICABLE EDITION. STATE AND LOCAL CODES. FASTENERS SHALL BE SPACED NOT LESS THAN 3/8-INCH FROM EDGES AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLES, OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS AND THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR RESISTING ELEMENTS OR FIRE RESISTIVE ASSEMBLES. FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD.5. ALL SOUND AND FIRERATED ASSEMBLED TO COMPLY WITH "THE GYPSUM ASSOCIATION DESIGN MANUAL" 16TH EDITION GA-600-2000. RESAWN AND ROUGHSAWN LUMBER: 1. ALL ROUGHSAWN AND RESAWN SURFACES TO RECEIVE STAIN. COLOR AND FINISH TO BE APPROVED BY ARCHITECT.2. DO NOT PRIME UNLESS OTHERWISE NOTED ON PLANS. FLOORING COUNTERTOPS AND PAINTING: 1. SEE FINISH SCHEDULES. COLOR AND MATERIAL TO BE APPROVED BY ARCHITECT. CERAMIC TILE: 1. COLOR AND MATERIAL SAMPLES TO BE APPROVED BY ARCHITECT.2. ALL CERAMIC TILE SHALL BE INSTALLED PER 31 ST. EDITION OF HANDBOOK FOR CERAMIC TILE INSTALLATION AS PUBLISHED BY "TILE COUNCIL OF AMERICA, INC." SHOWER AND TUBS ENCLOSURES 1. WALL COVERINGS IN SHOWERS AND TUBS TO BE CEMENT PLASTER, TILE, OR EQUAL TO 70" ABOVE DRAIN. ENCLOSURES MUST BE OF APPROVED SAFETY GLAZING AND DOORS MUST SWING OUT OF SHOWERS. WINDOWS IN ENCLOSURE WALLS SHALL BE LABELED SAFETY GLAZING WHEN LESS THAN 60" ABOVE THE DRAIN [410.4 UPC; 2406.4 UBC]. DIVISION 10 SPECIALTIES1. FIREPLACE MANUFACTURER SHALL BE: MARCO MGC 41 GAS ONLY FIREPLACE I.C.B.O # 2578 2. FIREPLACE INSTALLATION AND USE SHALL BE IN ACCORDANCE WITH THEIR LISTING. DIVISION 11 EQUIPMENTCLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE. EXHAUST DUCT MUSTBE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED TO 14 FEET WITH 2 ELBOWS.THE DUCT LENGTH SHALL BE REDUCED BY 2 FT. FOR EVERY ELBOW IN EXCESS OF TWO . DIVISION 14 CONVEYING SYSTEMSELEVATOR 1. ELEVATOR CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR GENERAL CONTRACTOR COORDINATION WITH OTHER TRADES.2. ELEVATOR CONTRACTOR TO PROVIDE SEPARATE PERMIT FOR CITY AND STATE APPROVAL.3. ELEVATOR AS SHOWN ON DRAWINGS IS AS MANUFACTURED BY DELTA ELEVATOR COMPANY, INC. 2,500 LBS. CAPACITY AT 125 F.D.M. SPEED.4. GENERAL CONTRACTOR SHALL PROVIDE: A. REQUIRED GROUTING UNDER SILLS, AROUND DOOR FRAMES, PUSH BUTTONS ETC. B. REQUIRED RECESSES & BLOCKING FOR DOOR FRAMES, PUSH BUTTONS, ETC. C. LIGHT SWITCH AND G.F.I. OUTLET IN EACH PIT AND MACHINE ROOM. D. ELECTRICAL POWER CONNECTED TO ELEVATOR CONTROLLER, WITH ALL REQUIRED SWITCHES, CONDUITS, WIRING, ETC. OF ADEQUATE SIZE AND RATING. E. CLASS "ABC" FIRE EXTINGUISHER IN ELEVATOR MACHINE ROOM. F. SUMP WITH GRILL AND SUMP PUMP REQUIRED IN ELEVATOR PIT. G. IF SPRINKLERS ARE INSTALLED IN HOIST WAY AND MACHINE ROOM, HEAT DETECTORS OR FLOW SWITCH ARE REQUIRED TO DISCONNECT ELECTRICAL POWER TO ELEVATOR BEFORE WATER IS APPLIED. N.I.E.C. RULE 102.2 (C) (3) MACHINE ROOM 1. GENERAL CONTRACTOR SHALL PROVIDE: A. LIGHT SWITCH AND G.F.I. OUTLET REQUIRED IN MACHINE ROOM. CODE E.620.22 N.I.E.C. B. POWER CONNECTED TO ELEVATOR CONTROLLER WITH COPPER WIRE. C. HEAD ROOM OF AT LEAST 7'-0" ENCLOSURE WALLS AT LEAST 6'-0" HIGH. D. ONLY ELEVATOR REQUIRED EQUIPMENT, PIPES, CONDUITS ETC. ARE ALLOWED IN MACHINE ROOM. E. VENT MACHINE ROOM 300 SQ.IN. MIN. F. PROVIDE SMOKE DETECTOR IN MACHINE ROOM. G. MACHINE ROOM AND HOIST WAY TO BE ON SAME SIDE OF ANY EXPANSION JOINT. H. PHONE JACK RJ11C WITH DIAL TONE IN MACHINE ROOM. RUBBISH CHUTE 1. RUBBISH CHUTE AND ASSEMBLY AS SHOWN ON DRAWINGS IS 24" DIA. AS SUPPLIED AND INSTALLED BY WILKINSON & BUCHANAN, INC. (626) 331-3014 CONTRACTORS LIC. #: 767939 LIFT 1. LIFT CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR GENERAL CONTRACTOR COORDINATION WITH OTHER TRADES.2. LIFT CONTRACTOR TO PROVIDE SEPARATE PERMIT FOR CITY AND STATE APPROVAL.3. LIFT AS SHOWN ON DRAWINGS IS AS MANUFACTURED BY NATIONAL WHEEL-O-VATOR'S VERTICAL PLATFORM LIFTS. 750 LBS. CAPACITY AT 9 F.D.M. SPEED.4. GENERAL CONTRACTOR SHALL PROVIDE: A. REQUIRED GROUTING UNDER SILLS, AROUND DOOR FRAMES, PUSH BUTTONS ETC. B. REQUIRED RECESSES & BLOCKING FOR DOOR FRAMES, PUSH BUTTONS, ETC. C. LIGHT SWITCH AND G.F.I. OUTLET IN EACH PIT AND MACHINE ROOM. D. ELECTRICAL POWER CONNECTED TO ELEVATOR CONTROLLER, WITH ALL REQUIRED SWITCHES, CONDUITS, WIRING, ETC. OF ADEQUATE SIZE AND RATING. DIVISION 15 MECHANICAL & PLUMBING1. THE FOLLOWING ARE REQUIRED FOR FURNACE OR COMFORT COOLING IN AN ATTIC. A. UNOBSTRUCTED WORK SPACE OF 30" MINIMUM DEPTH IN FRONT OF EQUIPMENT. B. LIGHT OVER EQUIPMENT WITH SWITCH AT SCUTTLE C. VENT THROUGH ROOF A MINIMUM OF 5 FEET ABOVE THE HIGHEST VENT COLLAR WHICH IT SERVES . D. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCE. FAU IS NOT ALLOWED IN ATTICS OF TRUSSED ROOFS UNLESS REQUIRED CLEARANCES ARE PROVIDED NO LINE CONTACT IS PERMITTED. 2. AIR FILTRATION FILTERS (EITHER CHARCOAL OR ELECTRONIC) SHALL BE INSTALLED AT RETURN AIR REGISTERS FOR FURNACE OR COMFORT COOLING. 3. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE OR TO AN AREA WHICH IS NOT HABITABLE AND DOES NOT CONTAIN OTHER FUEL BURNING APPLIANCES (NOT BENEATH BUILDING OR IN ATTIC AREA). 4. CLOTHES DRYER MOIST EXHAUST DUCT SHALL BE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED TO 14 FEET WITH TWO ELBOWS FROM THE CLOTHES DRYER TO POINT OF TERMINATION DUCT LENGTH SHALL BE REDUCED BY 2 FEET FOR EVERY ELBOW IN EXCESS OF TWO. 5. THE DWELLING SHALL HAVE WATER CLOSETS (TOILETS) WHICH USE NO MORE THAN 1.6 GALLONS PER FLUSH. 6. MECHANICAL VETILATING SYSTEMS IN BATHROOMS, LAUNDRY ROOMS AND SIMILAR ROOMS SHOULD PROVIDE FIVE AIR CHANGES PER HOUR DIRECTLY TO THE OUTSIDE WITH THE POINT OF DISCHARGE OF EXHAUST AIR AT LEAST 3 FEET (914MM) FORM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. (SECTION 1203.3) WATER PIPING 1. COPPER TUBE FOR WATER PIPING SHALL HAVE A WEIGHT OF NOT LESS THAN THAT OF COOPER WATER TUBE TYPE L. EXCEPTION: TYPE M COOPER TUBING MAY BE USED FOR WATER PIPING WHEN PIPING IS ABOVE GROUND AND THE NORMAL MAXIMUM PRESSURE DOES NOT EXCEED 100 POUNDS, AND THE WORKING TEMPERATURE DOES NOT EXCEED 210°F. 2. POLYBUTYLENE PIPING SHALL MEET OR EXCEED SPECIFICATIONS AS A PB 2110 MATERIAL PER ASTM D2581, ASTM D2662, ASTM D2666, ASTM D3000, ASTM 3309, ANSI A 119.2, CSA B137.7-M-1977, CSA B 139.8-M-1977 AND SHALL BE PIPING MATERIAL AND INSTALLATION SUITABLE FOR ITS INTENDED USE. 3309, ANSI A 119.2, CSA B137.7-M-1977, CSA B 139.8-M-1977, AND SHALL BE PIPING MATERIAL AND INSTALLATION SUITABLE FOR ITS INTENDED USE. WATER HEATER: 1. WATER-HEATER HAVING NON-RIGID WATER CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT. 2. PROVIDE APPROVED P & T VALVE TO DISCHARGE TO EXTERIOR. GAS PIPING: 1. ALL PIPE USED FOR INSTALLATION OF ANY GAS PIPING SHALL BE STANDARD WEIGHT WROUGHT IRON OR STEEL (GALVANIZED OR BLACK), YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY-FIVE (75%) PERCENT COPPER, OR INTERNALLY TINNED OR EQUIVALENTLY TREATED COPPER OF IRON PIPE SIZE. 2. ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF MALLEABLE IRON OR YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY-FIVE (75%) PERCENT COPPER. 3. SEISMIC GAS SHUTOFF VALVE IS TO BE INSTALLED ON EACH FUEL GAS LINE FOR NEW BUILDINGS. FOR PERMIT INFORMATION CONTACT PLUMBING DIVISION AT (213) 485-2311. WASTE PIPING: 1. RAPID FITWASTE AND OVERFLOW FITTINGS SHALL BE USED IN LIEU OF ACCESS PANEL AS PER I.A.M.P.D. FILE NO. 966. 2. SOLID WELDED CONNECTION TRAPS & OVERFLOWS SHALL BE USED IN LIEU OF ACCESS PANEL AS PER I.A.M.P.D. FILE NO. 966. PLUMBING FIXTURE 1. I.A.P.M.D. APPROVED REQUIRED FOR ONE PIECE LAVATORY. 2. PROVIDE A WATER SAVING/LOW CONSUMPTION WATER CLOSET. 3. ANTI-SCALDING SHOWER AND TUB AND SHOWER VALVES REQUIRED U.P.C. SECTION 410.7 UTILITY LINES ENTERING BUILDING: SHALL BE CAPABLE OF HANDLING A 6 INCH VERTICAL DIFFERENTIAL MOVEMENT.DETAILS ARE AS FOLLOWS: VENTILATION 1. MECHANICAL VENTILATION SYSTEM IN LIEU OF OPERABLE WINDOWS IN BATHROOM, TOILET ROOM OR LAUNDRY AREAS TO FURNISH FIVE AIR CHANGES PER HOUR DIRECT TO OUTSIDE AIR. THE DISCHARGE POINT FOR EXHAUST AIR WILL BE AT LEAST 3'-0" FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF BUILDING. 2. PROVIDE MECHANICAL VENTILATION FOR ALL INTERIOR CORRIDORS. SOUND, VIBRATION, AND SEISMIC CONTROL 1. PROVIDE AND INSTALL TOP QUALITY SOUND, VIBRATION AND SEISMIC ISOLATORS FOR ALL EQUIPMENT, APPLIANCES, AND PIPING AND DUCTING REQUIRED PER CODE AND PROVIDE A QUIET AND SAFE SYSTEM. 2. FOR SOPHISTICATED MECHANICAL EQUIPMENT NOISE REDUCTION CONTROL CONSULT AN ACOUSTICAL SPECIALIST TO BE HIRED BY OWNER TO PROVIDE SPECIAL RECOMMENDATIONS. 3. ALL WATER PIPES SHALL BE INSTALLED WITH SOUND ISOLATOR CONNECTIONS AND PROVIDE WATER HAMMER ARRESTORS ON ALL HOT AND COLD WATER LINES. WHERE FIXTURES ARE NOT PROTECTED BY WATER HAMMER ARRESTORS, PROVIDE 24" HIGH AIR CHAMBERS ON EACH WATER SUPPLY, PROPERLY SIZED AND DESIGNED FOR MAINTENANCE AND DRAINAGE. DIVISION 16 ELECTRICALMATERIALS 1. ALUMINUM WIRE SHALL NOT BE USED IN ELECTRICAL WIRING WITHIN THE DWELLING UNIT. WORKMANSHIP 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL COKES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. INSTALLATION 1. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE "WEATHER-PROOF". 2. RECEPTACLES IN KITCHEN AND BATHROOMS SHALL BE INSTALLED ABOVE WORK TOP UNLESS OTHERWISE NOTED ON PLANS. 3. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FLOOR. U.N.O. 4. WALL SWITCHES TO BE ABOVE FLOOR AS DETERMINED BY THE ARCHITECT. (36" ABOVE FLOOR, UNLESS NOTED OTHERWISE). 5. PROVIDE TWO 20 AMPERE SMALL APPLIANCE CIRCUITS AT THE KITCHEN, DINING FAMILY ROOM AREAS. MINIMUM. 6. PROVIDE A SEPARATE 20 AMPERE LAUNDRY CIRCUIT. 7. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION AT ALL BATHROOM, OUTDOOR RECEPTACLES AND AT RECEPTACLES IN WET LOCATIONS. 8. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG WITH FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET HORIZONTALLY FROM AN OUTLET. 9. IN KITCHEN AND DINING ROOM AREAS, RECEPTACLES SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES. 10. ALL EQUIPMENT AND MATERIALS FURNISHED AND INSTALLED UNDER THIS SECTION, SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. 11. PROVIDE TWO METHODS OF ELECTRICAL GROUNDING: A) CLAMP AT HOSEBIB. B) ONE ADDITIONAL #4 BAR-20' LONG AND FOOTING AT ELECTRIC METER LOCATION FOR UFFER GROUND. 12. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING. WRITING SHALL BE PERMANENT WITHOUT A DISCONNECT SWITCH OTHER THAN THAT REQUIRED FOR CURRENT PROTECTION. FIRE DEPARTMENT TO TEST AND APPROVE ALL SMOKE DETECTORS. 13. A PERMANENT ELECTRIC OUTLET AND LIGHTING FIXTURE CONTROLLED BY SWITCH LOCATED AT THE REQUIRED ACCESS OPENING SHALL BE PROVIDED AT OR NEAR THE FURNACE. 14. GROUND FAULT CIRCUIT PROTECTION IS REQUIRED IN BATHROOM AND GARAGES OF DWELLING UNITS AND WHERE THERE IS DIRECT GRADE LEVEL ACCESS. (NATIONAL ELECTRIC CODE ARTICLE 210-8A AND B). 15. LOCATION OF MAIN ELECTRICAL SERVICE SHALL BE APPROVED BY: THE GOVERNING ELECTRICAL COMPANY OF THE AREA. 16. 100 AMP ELECTRIC SERVICE REQUIRED WHEN FLOOR AREA EXCEEDS 1000 SQUARE FEET, DEMAND LOAD EXCEEDS 10 KW AND/OR ADDITION EXCEEDS 50% OF EXISTING. FOR EACH UNIT 100 AMP. 17. PROVIDE CABLE T.V. FOR EA. UNIT. SEE CIVIL DRAWING FOR LOCATION OF ACCESS TO EACH BUILDING. 18. SMOKE DETECTORS TO BE HARDWIRED WITH BATTERY BACK-UP SEE ARCHITECTURAL AND ELECTRICAL FLOOR PLANS FOR LOCATION. 19. GROUND FAULT CIRCUIT INTERRUPTERS (GFI) PROTECTION IS REQUIRED FOR ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP BATHROOM, GARAGE, OUTDOOR AND BASEMENT RECEPTACLES AND COUNTER TOP KITCHEN COUNTERS AND WET BAR. 20. FLUORESCENT LIGHTING FIXTURES SHALL BE PROVIDED IN BATHROOMS AND KITCHENS AND SWITCHED TO GENERAL ROOM LIGHTING. 21. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MIN. 20 AMP. BRANCH CIRCUIT. THIS CIRCUIT BREAKER SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ON BATHROOM FROM THE SAME DWELLING UNIT. ACCOUSTICAL REQUIREMENTS1. ALL WINDOWS AND GLAZED DOORS IN UNIT 1A SHALL HAVE AN STC RATING OF NO LESS THAN 31. THIS CAN BE ACHIEVED USING ¼" LAMINATED GLASS IN AN AIRTIGHT FRAME. ALL OTHER WINDOWS AND GLAZED DOORS SHALL HAVE A RATING OF NO LESS THAN STC 27. THIS CAN BE ACHIEVED USING 3/16" GLASS IN AN AIR TIGHT FRAME. 2. EXTERIOR DOORS SHALL BE 1 ¾" SOLID CORE WITH EATHERSTRIPPING ALL AROUND. 3. EXTERIOR WALLS SHALL BE 7/8" STUCCO OR WOOD SIDING ON ½" PLYWOOD ON 2 X 4 STUDS WITH R-11 BATT IN THE AIRSPACE. INTERIOR SURFACE SHALL BE 5/8" OR ½" DRYWALL. 4. ROOF SHALL BE COMPOSITION SHINGLES OR BUILT UP ROOFING ON 15 LB. FELT ON ½" PLYWOOD WITH R-19 IN THE AIRSPACE. CEILING SHALL BE ½" OR 5/8" DRYWALL. WALL CONSTRUCTION DOUBLE WALLS, WHERE SPECIFICALLY SEPARATED TO CONTROL NOISE TRANSMISSION,SHOULD NOT BE ATTACHED TO EACH OTHER IN ANY WAY. BASE PLATES MUST NOT BE COMPLETELY SAWN THROUGH TO ACCOMMODATE PIPING. WHERE POSSIBLE, SPLITFOOTINGS AND SPLIT JOISTS SHOULD BE USED TO ENSURE DECOUPLING ON EACH SIDE. BLOCKING HEADERS SHOULD BE DOUBLED IN WOOD CONSTRUCTION ABOVE THE WALL. THE SPACE BETWEEN BLOCKING HEADERS SHOULD BE FILLED WITH FIBERGLASS BATT. ALL DRYWALL JOINTS ON EACH SURFACE SHOULD BE STAGGERED AT LEAST ONE STUD SPACE AND COMPLETELY CAULKED OR MUDDED AND TAPED. CAULKING IS REQUIRED EACH SIDEOF BASE PLATE TO BE U.S. GYPSUM ACOUSTICAL SEALANT. GYPBOARD PANELS SHOULD OVERLAP AT CORNERS AND JOINTS SHOULD BE MUDDED BEFORE TAPING. PLUMBING LIGHTWEIGHT PVC OR OTHER PLASTIC PIPING FOR WATER LINES OR WASTE STACKS MUST NOT BE USED. LINE PRESSURES SHOULD BE REGULATED WITH VALVES TO GIVE MAXIMUM WATER PRESSURES OF 45 PSI. PIPING SHOULD BE SIZED SO THAT FLOW VELOCITIES DO NOT EXCEED 4 FEET PER SECOND. BANDS OR COLLARS OF RESILIENT MATERIAL MINIMUM 3/8" THICK, SUCH AS RUBBER, NEOPRENE OR FELT SHOULD BE PLACED AROUND THE PIPES AT POINTS OF SUPPORT (FOR EXAMPLE AT THE PIPE STRAPS, CLAMPS OR HANGERS, AND AT PENETRATIONS THROUGH WALL AND FLOOR STRUCTURES). J HOOKS WITH RUBBER COATINGS ARE NOT ACCEPTABLE. WHERE POSSIBLE, PIPES SHOULD NOT BE CONTAINED IN PARTY WALLS AND SHOULD NEVER BE RIGIDLY ATTACHED TO PARTY WALLS. FIBERGLASS INSULATION SHOULD ALWAYS BE USED IN PIPE-CARRYING WALLS AND FLOOR/CEILINGS. ALL WALL PENETRATIONS SHOULD BE AS SMALL AS POSSIBLE AND BE COMPLETELY SEALED WITH A NON-HARDENING U.S. GYPSUM ACOUSTIC SEALANT. WATER LINES SHOULD NOT BE RIGIDLY CONNECTED BETWEEN ADJACENT UNITS AND AIR CHAMBERS SHOULD BE INSTALLED IN LONG RUNS OF PIPE TO PREVENT WATER HAMMER. WASTE STACKS MUST NOT BE RIGIDLY TTACHED TO THE WALLS OR FLOOR/CEILING BUT SHOULD BE SUPPORTED WITH PIPE CLAMPS ON STEEL AND NEOPRENE. OPENINGS IN THE FLOOR FOR THESE PIPES SHOULD BE STUFFED WITH FIBERGLASS INSULATION. TUBS, TOILETS AND SINKS SHOULD NOT BE MOUNTED ON PARTY WALLS. WHERE THIS IS UNAVOIDABLE, UNITS MUST BE INSTALLED SO THAT THE INTEGRITY OF THE PARTY WALL IS NOT BROKEN. PARTY WALLS SHOULD NOT BE CUT OUT TO ACCOMMODATE BACK-TO-BACK MEDICINE CABINETS. DISPOSAL UNITS AND OTHER VIBRATING APPLIANCES SHOULD BE RESILIENTLY MOUNTED AND CONNECTED WITH FLEXIBLE LINES ON BOTH INLETS AND OUTLETS. ELECTRICAL UNITS SHOULD BE WIRED INDIVIDUALLY WITH FLEXIBLE CONDUIT AND DISTRIBUTION OUTLETS LOCATED ON THE INTERIOR WALLS WHERE POSSIBLE. OUTLET BOXES ON PARTYWALLS OF ADJACENT UNITS SHOULD BE SEPARATED BY AT LEAST 24 INCHES. ALL ELECTRICAL OUTLETS, PHONE JACKS OR TELEVISION CABLE OUTLETS WHICH MUST BE MOUNTED ON PARTY WALLS SHOULD BE SEALED IN AIRTIGHT BOXES WITH LOWRY PADS ON THE BACKS AND SIDES. AT PENETRATIONS OF THE DRYWALL BY ELECTRICAL BOXES THE OPENINGS SHOULD BE SEALED WITH A NON-HARDENING CAULK OR DRYWALL MUD. DUCTWORK ALL PENETRATIONS SHOULD BE SEALED. DUCT LINER MATERIAL OR SOUND TRAPS SHOULD BE INSTALLED IN DUCTS CONNECTING MORE THAN ONE OCCUPANCY. DUCTWORK SHOULD BE RESILIENTLY ATTACHED TO THE FRAMING. SUPPLY DUCTS TO ADJACENT OCCUPANCIES SHOULD CONNECT TO SEPARATE TRUNKS IN SEPARATE JOIST SPACES. BATHROOM FANS SHOULD BE EXHAUST INTO A COMMON DUCT, AT LEAST 3 FEET OF THE DUCT SHOULD BE LINED WITH 1 INCH DUCT LINER FOR EACH BATHROOM, SO THAT AT LEAST 6 FEET OF LINED DUCTWORK SEPARATES THE FAN OPENINGS IN THE TWO BATHROOMS. WINDOWS WINDOWS ARE VERY IMPORTANT IN THE CONTROL OF EXTERIOR NOISE. THE USE OF ACOUSTICALLY RATED WINDOWS IS OFTEN THE FIRST CORRECTIVE MEASURE TAKEN WHEN CALCULATED CNEL LEVELS ARE ABOVE 45 DB IN ANY HABITABLE ROOM. WHEN INSTALLING ANY WINDOWS, ALL JOINTS SHOULD BE CAREFULLY SEALED WITH NON-HARDENING CAULKING FOR MAXIMUM EFFECTIVENESS. WHERE STC RATINGS ARE CALLED OUT MANUFACTURERS MUST SUBMIT CURRENT LABORATORY TESTS WITH THE SUBMITTALS. DOORS ALL EXTERIOR DOORS SHOULD BE SOLID CORE INSTALLED WITH WEATHERSTRIPPING. MAIL SLOTS IN EXTERIOR DOORS WILL SERIOUSLY DEGRADE THEIR ACOUSTICAL PERFORMANCESO THEIR USE IS NOT RECOMMENDED. STAIRWAYS STAIRWAY TREAD RISERS SHOULD NOT BE ATTACHED TO PARTY WALLS, BUT SHOULD BE SUPPORTED INDEPENDENTLY. IN ALL CASES, THE INTEGRITY OF THE WALL SHOULD ALWAYS REMAIN UNCHANGED. KITCHEN FLOORS WHERE KITCHENS ARE PLANNED OVER OTHER UNITS, KITCHEN CARPET IS RECOMMENDED AS THE MOST EFFECTIVE MEANS FOR ISOLATION OF FOOTFALL NOISE. WHERE KITCHEN CARPET CANNOT BE USED, SEE DETAIL 2. SHEET D-6. NO.DESCRIPTION DATE NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 1 3 P M G022G022 GRN NOTESGRN NOTES IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 X ARCHITECT/ CIVIL ENGINEER X ARCHITECT/ CIVIL ENGINEER X ARCHITECT X ARCHITECT X ARCHITECT X CIVIL ENGINEERING X LANDSCAPE NO.DESCRIPTION DATE NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 1 5 P M G023G023 GRN NOTESGRN NOTES IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 X CONTRACTOR X CONTRACTOR X X CONTRACTOR X CONTRACTOR X CONTRACTOR X ARCHITECT X ARCHITECT X ARCHITECT X X ARCHITECT X MANUFACTOR X CIVIL ENGINEERING X CIVIL ENGINEERING X OWNER X OWNER X X CONTRACTOR NO.DESCRIPTION DATE NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 1 7 P M G024G024 GRN NOTESGRN NOTES IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 X CONTRACTOR X OWNER X CONTRACTOR X CONTRACTOR X CONTRACTOR X CONTRACTOR X CONTRACTOR X CONTRACTOR X NO.DESCRIPTION DATE DN 0'8'16'32'64' HUNTINGTON DR MO R L A N P L 90° 00' 00" 60.40' N E 0° 0 0 ' 0 0 " 19 7 . 4 5 ' S W 0° 0 0 ' 0 0 " 27 6 . 8 3 ' N E 19° 5 9 ' 0 6 " 35. 2 4 ' N E 45° 0 0 ' 0 0 " 62.1 5 ' N E 62° 16 ' 5 2 " 4.98'N E (E) RESTAURANT BUILDING PROPOSED T.I3,352 SF. (E) ADA STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL (E) STALL 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 (E) DRIVEWAY (E) DRIVEWAY S01 S 02 A010 2 128' - 0" 29 sec ADA WALK PATH TO PARKING 2% S03 2% 30' - 8" 7 sec PUBLIC ADA WALK PATH S 04 S05 S05 A01117 A01117 A011 17 (E) STALL 7 S07 87 1 / 4 " 48" ? S 08 S08 S 08 A03111 3' - 0 " ZERO CURB 5' - 7 1/2" A01116 A011 16 A01116 (N) STALL 22 LEGEND PROPERTY LINE SETBACK ADA PATH OF TRAVEL OFFER OF DEDICATION LINE BUILDING OVERHANG NOT IN SCOPE INTERNATIONAL ACCESSIBLE SYMBOLS & PARKING SPACE SIGNAGE - SEE KEYNOTE FOR DETAIL TRUNCATE DOMES LANDSCAPING CALCULATION PARKING LOT AREA 1,130 SFLANDSCAPING REQUIRED:170 SF (15% OF PARKING)PROVIDED LANDSCAPE:866 SF NO OF TREES REMOVED:0NO. OF TREES ADDED:0 NO P A R K I N G WHEEL STOPPER 3' - 2 " 9' - 0 " 9' - 4 " 18' - 4 1/2" A011 2 S06 A0113 18' - 0"6 1/4" NOTES • • • NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWNED" THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. INSPECTOR TO VERIFY. ONLY APPROVED DIVISION OF THE STATE ARCHITECT, ACCESS COMPLIANCE (DS/AC) APPROVED DETACTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACE SHALL BE INSTALLED. NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 2 6 P M A010A010 SITE PLANSITE PLAN IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 1/16" = 1'-0"1SITE PLAN KEYNOTES-SITE PLAN #KEYNOTE 01 NEW TRASH ENCLOSURE 02 (E) ACCESSIBLE PARKING SIGN 03 (E) PUBLIC ACCESSIBLE CURB 04 NEW TRUNCATED DOMES @ (E) CURB 05 NEW TRUNCATED DOMES @ (E) DRIVEWAY 06 4" PAINTED STRIPING 3'-0" O.C. AT 45° IN FRONT OFRAMP (MIN (2) COATS BLUE REFlECTIVE PAINT) THEWORDS "NO PARKING" SHALL BE PAINTED ON THESURFACE WITHIN EACH ACCESS AISLE IN WHITELETTERS A MINIMUM OF 12 INCHES IN HEIGHT ANDLOCATED TO BE VISIBLE FROM THE ADJACENTVEHICULAR WAY. ACCESS AISLE MARKINGS MAYEXTEND BEYOND THE MINIMUM REQUIRED LENGTH.§11 B-502.3.3, FIGURE 11 B-502.3.3, PER SECTION12.21A.5 (I) 07 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN @ 60"A.F.F. SIGNAGE TO COMPLY WITH CBC 11B-216.6 08 UNAUTHORIZED VEHICLES SHALL NOT USE THEDESIGNATED ACCESSIBLE PARKING SPACES SCALE 1/4" = 1'-0"2EXISTING ADA PARKING STALL NO.DESCRIPTION DATE 1 PC#1 11/15/23 2 PC#2 12/21/23 3 PC#3 03/05/24 •NOTE:GROOVE CONCRETE AS SHOWN TO PROVIDE 12" DETECTABLE WARNING AT ALL CURB CUT RAMPS. RAMP 12". 1/ 4 " 1/4"1/2" •NOTE:SIGN ON PAVEMENT OF PARKING SPACE. VERIFY DESIGN W/ LOCAL AUTHORITY WHITE SYMBOL BLUE BACKGROUND EXTENDED FOOTING -OCCURS AT CONC. ORA.C. PAVING TOP OF A.C. PAVINGOR CONC. WHEREOCCURS FIN. GRADE TO BE 2"BELOW TOP OF SLABAT PLANTER WHEREOCCURS 3/4" R 8" 6" * •NOTE:SEE CIVIL DRAWINGS FOR DIMENSIONS AND SPECIFICATIONS OF CURBS. 6" THK. CONC. SLAB 6" THK. CONC.SLAB APRON A.C. PAVING O/ BASE-SEE CIVIL DRAWINGS 8" M I N . CONCRETE CURB. TOP OF A.C. PAVINGOR CONCRETE 3/4"R-TYPICAL TOP OF FINISH GRADE ATPLANTER IS 2" BELOW TOP OFCURB. 6" 1"6" * 8" •••• NOTE:SEE CIVIL DRAWINGS FOR DIMENSIONS AND SPECIFICATIONS OF CURBS.INSTALL COLD JOINTS AT 30'-0" O.C.ALL EXPOSED SURFACES OF CURB TO BE TROWELED SMOOTHVARIABLE CURB HEIGHT EQUALS 6" CURB FACE PLUS A.C. PAVING, PLUS BASE THICKNESS. 4" WIDE PAINTED STRIPE SEESPECS - 2 COATS REQUIREDFINISH COLOR: TRAFFIC WHT.(TYP.) BUILDING SIDEWALK OR PLANTER CURB SE E S I T E P L A N WI D T H LENGTH - SEE SITE PLAN CURB BELOW GRADE TOP OF PAVING OR CONCRETE45.00° 6" • •• NOTE:SEE CIVIL DRAWING PRECISE GRADING PLAN SHEET 2 FOR DIMENSIONS AND SPECIFICATIONS OF CURBS.ALL EXPOSED SURFACES TO BE TROWELED SMOOTHSEE SITE PLAN FOR LOCATION OF CURB ENDS R 8 " A.C. PAVING & BASE - SEE GRADING PLAN 3/8"R - LIP - TYPICAL 2' - 6" 5 1 / 2 " 1" • •• NOTE:SEE CIVIL DRAWING PRECISE GRADING PLANS FOR DIMENSIONS AND SPECIFICATIONS OF GUTTERS.INSTALL EXPOSED JOINTS AT 30'-0" O.C.ALL EXPOSED SURFACES TO BE TROWELED SMOOTH CONCRETE FOOTING UNAUTHORIZED PARKING SIDEWALK OR FINISHGRADE 6" O.D. STL. PIPE FILLEDWITH CONCRETE, PAINTED 12" 18 " 80 " H 9" 24 " H 36 " H 6" UNAUTHORIZED VEHICLES SHALL NOT USE THE DESIGNATED ACCESSIBLE PARKING SPACES 1. 2. 3. 4. DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS SHALL EXTEND FULL WIDTH AND DEPTH OF CURB RAMPS, ACCESSIBLE PATH THAT CROSSES VEHICULAR PATH NOT SEPARATED BY ANOTHER ELEMENT. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES WIDE, COMPLYING THE CBC SECTION 1 LB-705 & FIG. LLB-705.1. -A 0. 9 " A T B A S E 2.35" 0.45" AT TOP 2. 3 5 " MI N . P A T H W I D T H 3' - 0" SECTION A 0.9" 0. 2 " PVC TRANSITION TO TIE INTOSTORM SEWER. REFERENCECIVIL DRAWING PRECISE GRADING PLANS FOR LOCATION. CUT OFF PIPE 3" FROMFACE OF WALL ANDPAINT TO MATCH WALLSEE PLUMBING DWG'S ROOF DRAIN PIPE •NOTE:SEE PLUMBING DRAWING P-XXXX FOR SIZE OF DRAINS MIN. 6" 4" THK. CONC. SLAB * 6"X6" 10#-10# WWM 3/8" FIBER EXP. JOINT AT30'-0"O/C MAX. IN ANY DIRECTIONRADIUS EDGES 1/4" 1/2" DEEP TOOLED JOINTW/ 1/4"R EDGES CONCRETE FLOOR ORSIDEWALK 18A CONTROL JT. 18B EXPANSION JT. • • NOTE:SEE CIVIL DRAWING PRECISE GRADING PLANS FOR DIMENSIONS AND SPECIFICATIONS OF SIDEWALK.WHEN APPROVED BY OWNER A 1" DEEP BY 1/8" WIDE SAWED JOINT MAY BE USED AND MUST BE DONE NO LATER THAN 24 HRS. AFTER CONCRETE IS POURED. CAST IRON DRAIN LINE •NOTE:SEE CIVIL DRAWINGS CONCRETE WALK 1/2" EXPANSION JOINTMATERIAL 6" 2" CONCRETE FOOTING VAN ACCESSIBLE RESERVED PARKING PLATE PERMIT ONLY ORDINANCE 3 00000 SIDEWALK OR FINISHGRADE 6" O.D. STL. PIPE PAINTED 6" 24 " H 80 " H 6" 6" 18 " 12" MINIMUM FINE $250 PARKING SIGN SHALL BE REFLECTORIZED WITH A MIN. AREA OF 70 SQ. IN. NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 2 7 P M A011A011 SITE PLANSITE PLAN DETAILSDETAILS IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 6" = 1'-0"1GROOVED BORDER SCALE 1" = 1'-0"2ACCESSIBLE SYMBOL SCALE 1 1/2" = 1'-0"5CURB AT SIDEWALK SCALE 1 1/2" = 1'-0"6CONCRETE APRON SCALE 1 1/2" = 1'-0"9CONC. CURB AT PLANTER SCALE 1/4" = 1'-0"10STRIPING PLANSCALE 1 1/2" = 1'-0"14CURB END SCALE 1 1/2" = 1'-0"15GUTTER DETAIL SCALE 1" = 1'-0"16UNAUTHORIZED PARKING SIGN SCALE 3" = 1'-0"17TRUNCATED DOMES SCALE 1 1/2" = 1'-0"18STORM DRAIN LINE DETAIL SCALE 1 1/2" = 1'-0"19CONTROL & EXPANSION JOINT SCALE 1 1/2" = 1'-0"20STORM DRAIN UNDER SLAB SCALE 1" = 1'-0"3ACCESSIBLE PARKING SIGN NO.DESCRIPTION DATE 2 PC#2 12/21/23 3 PC#3 03/05/24 DN D06 D01 D 01 D01 D01 D 02 D02 D02 D02 D02 D02 D02 D 02 D02 D02 D 02 D15 D15 D15 D15 D15 D15 D15 D15 D15 D15 D 15 D20 D20 D20 D20 D20 D 20 D20 D20 D20 D20 D 20 D 51 D51 D57 D57 D57 D57 D 41 D41 D41 D41 D41 D 41 D 41 D41 D 41 D41 D41 D41 D41 D 41 D 41 D41 D30 D30 D30 D30 D 30 0'8'16'32'64' D 42 D02 D 02 D02 LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED KEYNOTE TAG - SEE ABOVE FOR KEYNOTES PROPERTY LINE D01 NOTES NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 2 8 P M A021A021 FIRST FLOORFIRST FLOOR DEMO PLANDEMO PLAN IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 1/4" = 1'-0"1FIRST FLOOR DEMO PLAN KEYNOTES-DEMO PLAN #KEYNOTE 01 EXISTING WALL TO REMAIN 02 EXISTING WALL TO BE DEMOLISHED 06 EXISTING STOREFRONT TO BE DEMOLISHED 15 EXISTING FLOOR ASSEMBLY TO BE DEMOLISHED 20 EXISTING ROOF TO BE DEMOLISHED 30 EXISTING CEILING TO BE DEMOLISHED 41 EXISTING DOOR TO BE DEMOLISHED 42 EXISTING DOOR TO BE MODIFIED - SEE DOORSCHEDULE 51 EXISTING MECHANICAL EQUIPMENT TO BE DEMOLISHED 57 EXISTING PLUMBING FIXTURE TO BE REMOVED NO.DESCRIPTION DATE 5 PC#5 06/12/24 5 DN 0'8'16'32'64' (E) PRIMARY EGRESSWIDTH: 72" (E) SECONDARY EGRESSWIDTH: 36" 26' - 7" 6 sec EXIT ACCESS PATH EGRESS B U I L D I N G D I A G O N A L D I S T A N C E 8 7 ' - 1 0 " DO O R S E P A R A T I O N D I S T A N C E 74' - 1 0 1 / 2 " 24" 12" 18" 18 " 60 " 87 1 / 4 " 48" 4 A032 5' - 9 3 / 4 " 12' - 4 1/2" UP 20' - 1" 5 sec EXIT ACCESS PATH EGRESS 48' - 3" 11 sec EXIT ACCESS PATH EGRESS 50' - 5" 11 sec COMMON PATH OF TRAVEL 41' - 7" 9 sec COMMON PATH OF TRAVEL 32' - 9" 7 sec EXIT ACCESS PATH EGRESS 35' - 8" 8 sec EXIT ACCESS PATH EGRESS 2 A500 4 A500 LEGEND EXITING PATH EXITING PATH TAG #'-#" # sec LENGTH OF PATH OF TRAVEL TIME TO TRAVEL PATH @ 3mph ADA ACCESS CLEARENCE PROPERTY LINE SETBACK EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND SECTION 2701. EXTERNALLY ILLUMINATED EXITS SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1013.6.1 AND 1013.6.3, RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 IUX). EXIT NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. a. • EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND SECTION 2701. EXTERNALLY ILLUMINATED EXITS SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1013.6.1 AND 1013.6.3, RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 IUX). (1013.3, 1013.5, 1013.6) ANY TIME A BUILDING OR A PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1-FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL.” (1008) THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISE’S ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR EXIT ACCESS STAIRWAYS AND PASSAGEWAYS. (1008.3) THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM WHICH IS TO PROVIDE CONTINUED ILLUMINATION FOR DURATION OF NOT LESS THAN 1-1/2 HR. IN CASE OF PRIMARY POWER LOSS. CONTINUED ILLUMINATION IS TO BE PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR AND THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 2702. (1013.6.3) EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1-FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1-FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED (1008.3.5) WHERE OCCUPANTS FROM ACCESSORY AREAS EGRESS THROUGH A PRIMARY SPACE, THE EXISTING DIAGRAM SHALL REFLECT THE CALCULATED OCCUPANT LOAD EGRESSING THROUGH AREA FROM THE ACCESSORY AREA.(1004.1) OUTDOOR BALCONY AREAS ACCESSIBLE TO AND USABLE BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY CHAPTER 10. WHERE OUTDOOR AREAS ARE USED BY PERSONS IN ADDITION TO THE OCCUPANTS OF THE BUILDING, AND THE PATH OF EGRESS TRAVEL FROM THE OUTDOOR AREAS PASSES THROUGH THE BUILDING, MEANS OF EGRESS REQUIREMENTS FOR THE BUILDING SHALL BE BASED ON THE SUM OF THE OCCUPANT LOADS OF THE BUILDING PLUS THE OUTDOOR AREAS. (1004.7) EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS WHICH ARE NOT ACCESSORY TO THE AREA SERVED OR WHICH ARE HIGH-HAZARD OCCUPANCY AREAS. (1016.2(2)) WHERE MORE THAN ONE TENANT OCCUPIES ONE FLOOR, EACH TENANT SPACE SHALL BE PROVIDED WITH ACCESS TO THE REQUIRED EXITS WITHOUT PASSING THROUGH ADJACENT TENANT SPACES. (1016.2.1) THE PATH OF EGRESS TRAVEL ALONG A MEANS OF EGRESS SHALL NOT BE INTERRUPTED BY A BUILDING ELEMENT OTHER THAN A MEANS OF EGRESS COMPONENT AS SPECIFIED IN CHAPTER 10. THE REQUIRED CAPACITY OF A MEANS OF EGRESS SYSTEM SHALL NOT BE DIMINISHED ALONG THE PATH OF EGRESS TRAVEL. (1003.6) DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS PLEASE REFLECT ON EXISTING PLAN AT ALL EGRESS DOORS THE NUMBER OF OCCUPANTS UTILIZING DOOR AND EGRESS DOOR SWING. (1010.1.2.1)WHERE EGRESS DOORS ARE POWER OPERATED SERVING MORE THAN 50 OCCUPANTS, COMPLIANCE WITH CBC 1010.1.4.2 SHALL BE MET. NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. a. b.10. 11. 12. A. B. C. • THE DOORS SHALL BE POWER OPERATED AND SHALL BE CAPABLE OF BEING OPERATED MANUALLY IN THE EVENT OF POWER FAILURE. THE DOORS SHALL BE OPENABLE BY A SIMPLE METHOD FROM BOTH SIDES WITHOUT SPECIAL KNOWLEDGE OR EFFORT. THE FORCE REQUIRED TO OPERATE THE DOOR SHALL NOT EXCEED 30 POUNDS (133 N) TO SET THE DOOR IN MOTION AND 15 POUNDS (67 N) TO CLOSE OR OPEN THE DOOR TO THE MINIMUM REQUIRED WIDTH. THE DOOR SHALL BE OPENABLE WITH A FORCE NOT TO EXCEED 15 POUNDS (67 N) WHEN A FORCE OF 250 POUNDS (1100 N) IS APPLIED PERPENDICULAR TO THE DOOR ADJACENT TO THE OPERATING DEVICE. THE DOOR ASSEMBLY SHALL COMPLY WITH THE APPLICABLE FIRE PROTECTION RATING AND, WHERE RATED, SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH SECTION 716.5.9.3, SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 80 AND SHALL COMPLY WITH SECTION 716. THE DOOR ASSEMBLY SHALL HAVE AN INTEGRATED STANDBY POWER SUPPLY. THE DOOR ASSEMBLY POWER SUPPLY SHALL BE ELECTRICALLY SUPERVISED. THE DOOR SHALL OPEN TO THE MINIMUM REQUIRED WIDTH WITHIN 10 SECONDS AFTER ACTIVATION OF THE OPERATING DEVICE. THE PATH OF EXIT TRAVEL TO AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF SECTION 1013 AND AS NOTED BELOW: (1013.1)INTERVENING EGRESS DOORS SHALL BE PROVIDED WITH EXIT SIGNS PER 1013.1. EGRESS DOORS OR GATES SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 TO 48 IN. ABOVE THE FINISHED FLOOR. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. PLEASE NOTE AND REFLECT COMPLIANCE ON PLANS. (1010.1.9) LANDINGS SHALL BE PROVIDED ON EACH SIDE OF DOORS AND SUCH LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR AND A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44-IN.(1010.1.5, 1010.1.6) TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1. THE CUMULATIVE OCCUPANT LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1004.2. (CDC 1006.2.1) EXCEPTIONS:THE NUMBER OF EXITS FROM FOYERS, LOBBIES, VESTIBULES OR SIMILAR SPACES NEED NOT BE BASED ON CUMULATIVE OCCUPANT LOADS FOR AREAS DISCHARGING THROUGH SUCH SPACES, BUT THE CAPACITY OF THE EXITS FROM SUCH SPACES SHALL BE BASED ON APPLICABLE CUMULATIVE OCCUPANT LOADS.ROOMS AND CARE SUITES IN GROUP I-2 AND I-2.1 OCCUPANCIES COMPLYING WITH SECTION 407.4.IN DETENTION AND CORRECTIONAL FACILITIES AND HOLDING CELLS, SUCH AS ARE FOUND IN COURTHOUSE BUILDINGS, WHEN THE OCCUPANT LOAD IS MORE THAN 20 SEE SECTION 408.3.11. NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 2 9 P M A030A030 FIRST FLOORFIRST FLOOR EXITINGEXITING PLANPLAN IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 1/4" = 1'-0"1FIRST FLOOR EXITING PLAN NO.DESCRIPTION DATE 1 PC#1 11/15/23 2 PC#2 12/21/23 3 PC#3 03/05/24 E01 E02 E02 E 01 KEYNOTES - EXITING PLAN #KEYNOTE 01 TACTILE "EXIT" SIGN 02 TACTILE "EXITE ROUTE" SIGN 02 TACTILE "EXITE ROUTE" SIGN 01 TACTILE "EXIT" SIGN FR O M 2 8 " T O 3 4 " ( P E R S E C T . 1 1 - 4 . 3 2 . 4 ) 19" DEEP SPACE FOR WHEELCHAIR 27 " M I N I M U M ( K N E E C L E A R A N C E ) TABLE TOP WALL, POST OR OTHER OBSTRUCTION LINE OF FINISHED FLOOR IF STANDARD DINING TABLE DOES NOT COMPLY, TABLE SHALL BE EQUIPPED WITH LOCK-OUT TABLE TOP EXTENSIONS NOTE: OWNER IS RESPONSIBLE FOR PROVIDINGMINIMUM 5% H.C. ACCESSIBLE SEATING IN DININGROOM AND BAR. MINIMUM OPENING 36" MI N . 60 " MIN. 36" HINGE APPROACH, PULL SIDE MINIMUM OPENING 36" MI N . 60 "MIN. 18" FRONT APPROACH, PULL SIDE MINIMUM OPENING 36" MI N . 54 " MIN. 42" HINGE APPROACH, PULL SIDE MINIMUM OPENING 36"MI N . 48 " MIN. 24" LATCH APPROACH, PULL SIDE MINIMUM OPENING 36"MI N . 54 " MIN. 24" LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER MINIMUM OPENING 36" MI N . 48 " FRONT APPROACH, PUSH SIDE MINIMUM OPENING 36" MI N . 48 " FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH MIN. 12" MINIMUM OPENING 36" MI N . 42 " HINGE APPROACH, PUSH SIDE MIN. 22" MINIMUM OPENING 36" MI N . 48 " HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH MIN. 22" MINIMUM OPENING 36" MI N . 42 " LATCH APPROACH, PUSH SIDE MIN. 24" 18 MAX455 CENTERED ONTACTILE CHARACTERS 18 MAX 455 45° FIGURE 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS LIBRARY FIGURE 703.2.5 HEIGHT OF RAISED CHARACTERS 5 /8-2 16 - 5 1 SIGNAGE FIGURE 703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND 48 M I N 12 2 0 60 M A X 15 2 5 SIGNAGE 10 MAX 255 10 MAX 255 > 10-24 MAX 255-610 48 M A X 12 2 0 48 M A X 12 2 0 46 M A X 11 7 0 34 M A X 86 5 34 M A X 86 5 FIGURE 308.3.1UNOBSTRUCTED SIDE REACH FIGURE 308.3.2OBSTRUCTED HIGH SIDE REACH 15 M I N 38 0 (a)(b) 15 M I N 38 0 48 M A X 12 2 0 48 M A X 12 2 0 20 MIN 380 >20-25 MAX 510-635 44 M A X 12 2 0 FIGURE 308.2.2UNOBSTRUCTED HIGH FORWARD REACH FIGURE 308.3.1OBSTRUCTED FORWARD REACH (a)(b) 48 MIN 1220 30 M I N 76 0 48 M I N 12 2 0 30 M I N 76 0 48 MIN 1220 (a)FORWARD (b)PARALLEL FIGURE 305.5POSITION OF CLEAR FLOOR OR GROUND SPACEFIGURE 305.3CLEAR FLOOR OR GROUND SPACE 30 MIN 760 24 MAX610 48 MIN 1220 24 MAX610 36 M I N 91 5 FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 32 M I N 81 5 36 M I N 91 5 32 M I N 81 5 X > 2 7 X > 8 0 4 MAX 100 27 - 8 0 20 3 0 68 5 - 2 0 3 0 68 5 12 MAX 305 12 MAX 305 27 M A X 68 5 x > 12 305 FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 307.3 POST-MOUNTED PROTRUDING OBJECTS (a)(b) x > 12 305 80 M I N 20 3 0 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 2 9 P M A031A031 ADA DETAILSADA DETAILS IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 1 1/2" = 1'-0"8SEATING CLEARANCE SCALE 1/2" = 1'-0"1MINIMUM ACCESSIBLE DOOR - PULL SIDESCALE 1/2" = 1'-0"4MINIMUM ACCESSIBLE DOOR - PUSE SIDE SCALE 1/4" = 1'-0"11LOCATION OF TACTILE SIGNS AT DOORS 1/4" = 1'-0"07 OBSTRUCTED SIDE REACHES SCALE 1/4" = 1'-0"7OBSTRUCTUCTED FORWARD REACHES SCALE 1/4" = 1'-0"12CLEAR FLOOR GROUND SPACE SCALE 1/4" = 1'-0"20LIMITS OF PROTRUDING OBJECTS NO.DESCRIPTION DATE DISTANCE BETWEEN CORRECPONDING DOTS IN ADJACENT CELLS DISTANCE BETWEEN DOTS IN THE SAME CELL SINGLE BRAILLE CELL BLANK CELL SPACE BETWEEN WORDS RAISED DOT BASE DIAMETER NO RAISED DOT DISTANCE BETWEEN DOTS IN THE SAME CELL DISTANCE BETWEEN CORRECPONDING DOTS FROM ONE CELL DIRECTLY BELOW FIGURE 703.3.1 BRAILLE MEASUREMENT AREA OFFEFUGE 3/8 MIN 9.5 3/8 MIN 9.5 FIGURE 703.3.2 POSITION OF BRAILLE DOT BASE DIAMETER DISTANCE BETWEENTWO DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDINGDOTS IN ADJACENT CELLS DOT HEIGHT DISTANCE BETWEEN CORRESPONDING DOTSFROM ONE CELL DIRECTLY BELOW 0.059 in (1.5 mm) TO0.063 in (1.6 mm) 0.090 in (2.3 mm) TO0.100 in (2.5 mm) 0.241 in (6.1 mm) TO0.300 in (7.6 mm) 0.025 in (0.6 mm) TO0.037 in (0.9 mm) 0.396 in (10 mm) TO0.400 in (10.2 mm) 4 5 1 2 3 WOMEN MEN THESE GEOMETRIC SYMBOLS SHALL BE LOCATED AT THE LATCH SIDE OF THE DOOR ATA HEIGHT OF 48 INCHES MINIMUM AND 60 INCHES MAXIMUM AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. RAISED LETTERS WITH GRADE 2 BRAILLE (TYP) ADA SIGN FOR THE VISUALLY IMPAIRED OF THE WALL ADJACENT TO THE RESTROOM. 1/4" THICK MIN. TO BE MOUNTED ON THE LATCH SIDE. ALL HANDICAPPED SIGNAGE TO BE PROVIDE & INSTALLED BY G.C. SIGNS CONTAINING RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA OF 18 INCHES (455 mm) MINIMUM BY 18 INCHES (455 mm) MINIMUM, CENTERED ON THE RAISED CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. MOUNTING HEIGHT: BRAILLE SHALL BE 48 INCHES (1220 mm) MINIMUM AND 60 INCHES (1525 mm) MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE BRAILLE CELLS. SIGNS CONTAINING RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED SO THAT THE BOTTOM OF THE LETTERS IS AT 60 INCHES MAXIMUM ABOVE THE FLOOR. TY P . 6" M I N . 6" D I A M E T E R 6" M I N . T Y P . 27 " M I N I M U M 36" MIN. CLEAR 6' - 8 " M I N I M U M 7' - 2 1 / 2 " M I N I M U M C E I L I N G H E I G H T 4"1/2 MAX 13 FIGURE 302.2 CARPET PILE HEIGHT FIGURE 302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 1/46.4 1/46.4 1/46.4 DOMINANT DIRECTION OF TRAVEL 1/2 MAX13 LONG DIMENSION PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL 1 2 1/2 13 FIGURE 303.2 VERTICAL CHANGE IN LEVEL MI N . 9" MIN. 8" MIN. 11" MI N . 27 " MI N . 9" MIN. 8" MIN. 11" MI N . 27 " MI N . 29 " MI N . 30 " MAX. 25" FIGURE 11B-306.3KNEE CLEARANCE (a)elevation (b)plan (c)elevation @ lavatory MA X 2" MI N 1 8 " MAX 2 1/2" MA X 2 7 " MI N 9 " MAX 25" MAX 6" MIN 48" NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 3 0 P M A032A032 ADA DETAILSADA DETAILS IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 NO.DESCRIPTION DATE SCALE 1/4" = 1'-0"1BRAILLE POSITION & MEASUREMENT SCALE 1" = 1'-0"2ACCESSIBLE DOOR SCALE 1/2" = 1'-0"3PROTRUDING OBJECTSSCALE 1/4" = 1'-0"4CHANGES IN LEVEL SCALE 1/4" = 1'-0"5KNEE CLEARANCE SCALE 1/2" = 1'-0"6ACCESSIBLE DOOR SCALE 1" = 1'-0"7ADA SEATING DETAILS DN UTI L I T Y CAB I N E T . 1836 1842 1842 1836 18601860 18601860 1854 2424 BIB LOCKER LOCKER KITCHEN MOP FRZ COOLER PREPSINK 3-COMPT SOILED SERVICE PASS/PICK-UP BULKCO2 13 " 16 " 13 " 12X18X8.6BOX LEGEND DETAIL NUMBER#### #-- ### #### #-- #-- #-- #-- #### # -- # -- # -- # -- F01 # #### -- # #### ## ## # SHEET NUMBER VIEW CALLOUT DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER EXTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER SECTION CALLOUT KEYNOTE TAG - SEE KEYNOTES ABOVE WALL TAG - SEE A500 FOR WALL ASSEMBLIES DOOR TAG - SEE SERIES A610 FOR DOOR SCHEDULE WINDOW TAG - SEE SERIES A610 FOR WINDOW SCHEDULE GENERAL VIEW REFERENCE REVISION CLOUD TAG - SEE TITLEBLOCK FOR REVISION SCHEDULE PROPERTY LINE SETBACK DETAIL NUMBER SHEET NUMBER NOTES 1. 2. a.b. 3. 4. 5. OPENINGS IN EXTERIOR WALLS REQUIRED TO HAVE PROTECTED OPENINGS SHALL HAVE FIRE PROTECTION RATING OF (3/4) / (1-1/2) HR. ASSEMBLIES.(705.8.2, T-716.1(2)). EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER’S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY-GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: (2406)SWING DOORSFIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING DOOR ASSEMBLIESTOILET AND BATHING ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 4-IN. (1209.2.1) WALLS WITHIN 2-FT. OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF 4-FT. ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. (1209.2.2) TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICAL EXHAUST SYSTEM CAPABLE OF PROVIDING A MINIMUM 50 CFM FOR EACH WATER CLOSET AND URINAL. (MC TABLE 403.7)OCCUPIED SPACES SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF READILY CONTROLLABLE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 4% OF THE TOTAL FLOOR AREA. SUCH EXTERIOR OPENINGS SHALL OPEN DIRECTLY TO THE OUTDOORS OR TO A YARD OR COURT THAT COMPLIES WITH SECTION 1206. CLEARLY SPECIFY ON PLANS HOW THE BUILDING IS PROVIDED WITH THE REQUIRED VENTILATION. (1202.1, 1202.4, 1202.5 A200 A200 2 3 0'2'4'8'16' COMMERCIALKITCHEN PRIVATE 1 UNISEX RESTROOM PRIVATE 2 MAIN SERVICE/BAR 26 ' - 3 3 / 4 " 41 ' - 3 3 / 4 " 27' - 2 3/4"7' - 10"7' - 3 1/4"8' - 8 1/2" 7' - 1 0 3 / 4 " 32 ' - 3 3 / 4 " 25 ' - 2 1 / 2 " 6' - 1 " 16' - 2 1/4"6' - 11" 16' - 11"6' - 11" 44' - 1 3/4"6' - 11" A400 1 A031 07 A40012 2 A300 1 A300 9' - 1 1 1 / 2 " 11 ' - 7 " 7' - 9 1/2"5' - 0 1/2"14' - 8" 27' - 3 1/4" 29 ' - 0 3 / 4 " 105 1B 1B 104 1A 1A 1A 1A 102 1A 100 1A 1A WAITING ROOM F 01 5' - 9 3 / 4 " 12' - 4 1/2" 48" 87 1 / 4 " 3' - 5 1/2"3' - 0 1/4" 103 101 F02 A0327 A032 7 EXIT HALL 107 106 109 -1 1/4" -2" EMPLOYEE RESTROOM EGRESS PATH 3' - 0 " F 03 F03 F03 F 04 44 1/2" 55" 44 " 61" 37" 52 " 68" MENS RESTROOM WOMENSRESTROOM 8' - 4" 9' - 3 3 / 4 " 17 ' - 0 1 / 2 " 28 ' - 1 1 " 16 ' - 2 1 / 2 " 111 108 110 4 A500 18 " 18 " 18" A4008 A4009 A400 4 37" 32 " 23" 18" 43 1/4" 43 1/2" 22"44 1/2" 22 1 / 4 " 35 3/4" 35 3/4" 24 1 / 4 " A400 5 6 12" 1A 2B 2B 2B 1A 2B 1A 1A 2B 1A 1A 1A 1A 1A 54 1 / 4 " 48 " 55 1 / 2 " 44" 44 " 44" 44 " F05 F05 F 05 44 " 20 1/4" 18" NOTES A. B. C. D. E. F. G. H. I. J. K. L. A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27 INCHES ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60 INCHES IN SIZE. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSCT COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 INCHES. [CBC 11B-603.2] DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE EXCEPT AS PERMITTED BY FIG 11B-604.3.1 AND 11B-603.2.3, EXCEPTION 2 IN SINGLE ACCOMMODATION RESTROOMS. IN OTHER THAN DWELLING UNITS, TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTEND UPWARD ONTO THE WALLS AT LEAST 4 INCHES. WALLS WITHIN 24 INCHES OF THE SERVICE SINKS, WATER CLOSETS AND URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48 INCHES AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. CBC 1210.2.2. PROVIDE ONE ACCESSIBLE LAVATORY IN COMPLIANCE WITH CBC 11B-606. THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. [CBC 11B-604.2] A MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP CLEAR FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. [CBC 11B-604.3.1] THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF A MAXIMUM 2-INCH-HIGH TOILET SEAT. [CBC 11B-604.4] GRAB BARS SHALL EXTEND 24" IN FRONT OF WATER CLOSET AND MOUNTED 33" TO 34" ABOVE FINISHED FLOOR. [CBC FIG. 11B-604.5.1] LAVATORY TAILPIPE AND HOT WATER LINES SHALL BE INSULATED OR COVERED PER CBC 11B-606.5. WHERE A WATER CLOSET IS NOT WITHIN A WATER CLOSET COMPARTMENT, CLEAR FLOOR SPACE AROUND THE WATER CLOSCT SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL CLOSEST TO THE WATER CLOSET AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL.[СВС 11B-604.3.1]. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL OR PARTITION CLOSEST TO THE WATER CLOSET, 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTER LINE OF THE DISPENSER, MOUNTED BELOW THE GRAB BAR WITH THE OUTLET OF THE DISPENSER AT A MINIMUM HEIGHT OF 19 INCHES. [CBC 11B-604.7] GLAZING WITHIN 24" OF A DOORWAY AND LESS THAN 60" ABOVE A WALKWAY SHALL BE SAFETY GLAZING 9CBC 2406.4] NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 2 7 / 2 0 2 4 1 0 : 5 6 : 4 6 A M A101A101 FIRST FLOORFIRST FLOOR PLANPLAN IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 KEYNOTES-FLOOR PLAN #KEYNOTE 01 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN @ 60"A.F.F. SIGNAGE TO COMPLY WITH CBC 11B-216.6 02 SIGNAGE-MAXIMUM OCCUPANCY 03 FIXED SEATS AREA 04 ROOF LADDER 05 ACCESSIBLE ROUTE SCALE 1/4" = 1'-0"1PROPOSED FIRST FLOOR PLAN OPT 3 NO.DESCRIPTION DATE 1 PC#1 11/15/23 2 PC#2 12/21/23 3 PC#3 03/05/24 4 PC#4 04/15/24 5 PC#5 06/12/24 6 PC#6 06/28/24 DN LEGEND DETAIL NUMBER#### #-- ### #### #-- #-- #-- #-- #### # -- # -- # -- # -- F01 # #### -- # #### ## ## # SHEET NUMBER VIEW CALLOUT DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER EXTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER SECTION CALLOUT KEYNOTE TAG - SEE KEYNOTES ABOVE WALL TAG - SEE A500 FOR WALL ASSEMBLIES DOOR TAG - SEE SERIES A610 FOR DOOR SCHEDULE WINDOW TAG - SEE SERIES A610 FOR WINDOW SCHEDULE GENERAL VIEW REFERENCE REVISION CLOUD TAG - SEE TITLEBLOCK FOR REVISION SCHEDULE PROPERTY LINE SETBACK DETAIL NUMBER SHEET NUMBER NOTES 1. 2. a.b. 3. 4. 5. OPENINGS IN EXTERIOR WALLS REQUIRED TO HAVE PROTECTED OPENINGS SHALL HAVE FIRE PROTECTION RATING OF (3/4) / (1-1/2) HR. ASSEMBLIES.(705.8.2, T-716.1(2)). EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER’S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY-GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: (2406)SWING DOORSFIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING DOOR ASSEMBLIESTOILET AND BATHING ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 4-IN. (1209.2.1) WALLS WITHIN 2-FT. OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF 4-FT. ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. (1209.2.2) TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICAL EXHAUST SYSTEM CAPABLE OF PROVIDING A MINIMUM 50 CFM FOR EACH WATER CLOSET AND URINAL. (MC TABLE 403.7)OCCUPIED SPACES SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF READILY CONTROLLABLE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 4% OF THE TOTAL FLOOR AREA. SUCH EXTERIOR OPENINGS SHALL OPEN DIRECTLY TO THE OUTDOORS OR TO A YARD OR COURT THAT COMPLIES WITH SECTION 1206. CLEARLY SPECIFY ON PLANS HOW THE BUILDING IS PROVIDED WITH THE REQUIRED VENTILATION. (1202.1, 1202.4, 1202.5 A200 1 0'2'4'8'16' 68 ' - 4 " 27' - 5 1/4"24' - 6 1/2" 51' - 11 3/4" 9' - 7 1 / 2 " 9' - 1 1 1 / 4 " 9' - 3 3 / 4 " 5' - 1 1 3 / 4 " 14 ' - 5 " 6' - 4 3 / 4 " 10 ' - 1 0 3 / 4 " 5' - 1 0 1 / 4 " 27' - 8 1/4"5' - 10 1/4"8' - 9"9' - 9" NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 5 3 P M A100A100 EXISTINGEXISTING FIRST FLOORFIRST FLOOR PLANPLAN IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 KEYNOTES-FLOOR PLAN #KEYNOTE 01 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN @ 60"A.F.F. SIGNAGE TO COMPLY WITH CBC 11B-216.6 02 SIGNAGE-MAXIMUM OCCUPANCY 03 FIXED SEATS AREA 04 ROOF LADDER SCALE 1/4" = 1'-0"1EXISTING FIRST FLOOR PLAN NO.DESCRIPTION DATE NOTES • • PLASTIC SKYLIGHT SHALL BE SEPARATED FROM EACH OTHER BY NOT LESS THAN 4 FEET [CBC 2610.6 WITH EXCEPTIONS] WHERE EXTERIOR WALL OPENINGS ARE REQUIRED TO BE PROTECTED IN ACCORDANCE WITH SECTION 705,. A SKYLIGHT SHALL NOT BE INSTALLED WITHIN 6 FEET OF SUCH EXTERIOR WALL [ CBC 2610.7] LEGEND DETAIL NUMBER#### #-- ### #### #-- #-- #-- #-- #### # -- # -- # -- # -- F01 # #### -- # #### ## ## # SHEET NUMBER VIEW CALLOUT DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER EXTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER SECTION CALLOUT KEYNOTE TAG - SEE KEYNOTES ABOVE WALL TAG - SEE A500 FOR WALL ASSEMBLIES DOOR TAG - SEE SERIES A610 FOR DOOR SCHEDULE WINDOW TAG - SEE SERIES A610 FOR WINDOW SCHEDULE GENERAL VIEW REFERENCE REVISION CLOUD TAG - SEE TITLEBLOCK FOR REVISION SCHEDULE PROPERTY LINE SETBACK DETAIL NUMBER SHEET NUMBER A200 A200 2 3 1 1/4" / 1'-0" R 01 R01 R03 R03 R 08 R08 R 08 R05 62 ' - 0 1 / 4 " 10 ' - 3 1 / 4 " 24' - 0 3/4" 21' - 3 3/4"39' - 1" 78 ' - 9 1 / 4 " 39' - 1" 14 ' - 1 " 14 ' - 4 " 9' - 4 3 / 4 " 14 ' - 4 " 10 ' - 2 1 / 4 " 2 A300 1 A300 33' - 0" R06 R06 A5011 A5011 R04 R04 R04 R09 A110 3 A110 2 A1102 1/ 2 " / 1 ' - 0 " R 01 R10 R10 R11 R 12 R13 R 13 2% SLOPE MIN. 3" LEADER TO UNDERGROUND DRAIN SYSTEM. 4" ROOF DRAIN FLUSH MTD. INSULATION 2% SLOPE MIN. ROOF ASSEMBLY CAST IRON ROOF & OVERFLOW DRAIN SINGLE PLY MEMBRANE FOR CLASS "A" ROOFING 4" ROOF DRAIN FLUSH MTD. INSULATION FIXED 2" FOR OVERFLOW ABOVE ROOF LOW POINT 6 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 2 7 / 2 0 2 4 1 0 : 5 6 : 4 8 A M A110A110 ROOF PLANROOF PLAN IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 KEYNOTES-ROOF PLAN #KEYNOTE 01 GAFGLAS® Mineral‑Surfaced Cap Sheet - ASTM D3909 - ULClass A - ICC ESR-127403(E) HVAC HEATING MACHINES TO BE REPLACED,APPROXIMATED LOCATION AND QUANTITY 04 (E) PARAPET 05 (E)SIGN TO REMAIN AND BE REPAINTED 06 FIXED STEEL LADDERS - SERIES F 08 (N) ROOF WASTE DRAIN 09 (E) 3" DRAINAGE PIPING TO TONGUE COW 10 EXISTING ROOF VENT - REPLACE IF NEEDED 11 EXISTING GUTTER - REPLACE IF NEEDED 12 3" COW TONGE DOWNSPOUT CONNECTED TO DRAINPIPING 13 (N) ROOF OVERFLOW DRAIN SCALE 1/4" = 1'-0"1PROPOSED ROOF PLAN NO.DESCRIPTION DATE 1 PC#1 11/15/23 2 PC#2 12/21/23 3 PC#3 03/05/24 4 PC#4 04/15/24 5 PC#5 06/12/24 6 PC#6 06/28/24 SCALE 1 1/2" = 1'-0"2ROOF DECK DRAIN DETAIL SCALE 1" = 1'-0"3ROOF DRAIN OVERFLOW DETAIL CMSD CM CMSD CM CMSD CM CMSD CM CMSDCM SD SD CM S D CM CLG. HGT. 8' - 0"CLG. HGT. 8' - 0" CLG. HGT. 9' - 0" COMMERCIAL KITCHEN PRIVATE 1 UNISEX RESTROOM MAIN SERVICE/ BAR 2 A300 1 A300 COMMERCIAL KITCHEN CLG. HGT. 9' - 0" FREEZER PRIVATE 2 L3L3L3 L3 L3 L3 L3 L3 L1 L1 L1 L1 L1L1L1L1 L1L1L1 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1L1L1L1 L1 L1 L1 L1 L1 L1 2' - 0 " 3' - 9 " 3' - 9 " 1' - 1 1 1 / 2 " 2' - 0"8' - 10 1/2"5' - 0"4' - 5"4' - 2 1/2"2' - 10" 3' - 0 " 3' - 1 0 1 / 4 " 2' - 1 1 1 / 2 " 3' - 0"6' - 9 3/4"6' - 9 3/4"6' - 9 3/4"4' - 4" 3' - 0 " 6' - 4 1 / 2 " 5' - 0 1 / 4 " 5' - 0 1 / 4 " 9' - 7 1 / 2 " 4' - 4 1 / 4 " 5' - 0 1 / 4 " 5' - 0 1 / 4 " 5' - 0 1 / 4 " 5' - 0 1 / 4 " 4' - 0 3 / 4 " 3' - 7 1/2"5' - 11 1/2"5' - 11 1/2"4' - 8 1/2"3' - 3" 3' - 4 1 / 2 " 8' - 6 1 / 2 " 4' - 1 " 3' - 4 1/2"3' - 5 1/2"9' - 0 1/4"3' - 5 3/4" 2' - 9 1 / 2 " 9' - 8 3 / 4 " 3' - 6 " 27' - 6 3/4" 29 ' - 0 3 / 4 " 1' - 9 1 / 4 " 1' - 7 1 / 4 " 2' - 8 3 / 4 " 5' - 0 " 2' - 5 " 2' - 4 1/4"7' - 4 3/4"6' - 3 1/2" 2' - 4 1 / 4 " 4' - 1 0 3 / 4 " 4' - 1 " 8' - 9 3/4"7' - 2 1/4" 3' - 1 1 / 2 " 4' - 8 " 3' - 2 " 2' - 6 1/4" CLG. HGT. 11' - 8" CLG. HGT. 11' - 0"CLG. HGT. 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 11' - 0" CLG. HGT. 9' - 2" CLG. HGT. 9' - 2" CLG. HGT. 11' - 8" CLG. HGT. 11' - 0" CLG. HGT. 10' - 0" CLG. HGT. 10' - 0" 6 A500 C01 C 02 C02 C02 C02 C02 C02 C 02 C02 C02 3' - 3 " 4' - 2 1 / 4 " 7' - 8 1 / 2 " 1' - 7"3' - 6 1/2"1' - 7 1/4" 3' - 4 1/4" 3' - 3 1/4"3' - 5 1/4" CLG. HGT. 11' - 0" CLG. HGT. 11' - 0" C02 C 02 C 02 C02 C02 8 A501 8 A501 8 A501 3 A500 L3 LEGEND EXHAUST FAN - ENERGY STAR RATED, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, CONTROLLED BY A HUMIDITY CONTROL - WHISPER RECESSED ARCHITECTURAL GRADE 80CFM CEILING FLUSH MOUNT DIMMABLE VENTILATION EXHAUST FAN WITH LED LIGHT, 2700K. MIN. 50 CFM. SMOKE DETECTOR CARBON MONOXIDE DETECTOR LIGHTING FIXTURE TAG CEILING HEIGHT TAG ## .CLG. HGT. #'-#" NOTES •XXXX LIGHT FIXTURE SCHEDULE MARK:L1DESCRIPTION:6" LED RECESSED CANMANUFACTURER:GOTHAMMODEL:6" EVOWATTAGE:8.8WTEMPERATURE:3,000k MARK:L2DESCRIPTION:LED STRIPMANUFACTURER:BYCONTRACTORMODEL: WATTAGE:52WTEMPERATURE:3,000k MARK:L3DESCRIPTION:SECURESEAL 2×4 IP65 (HC04)MANUFACTURER:METALUMEN MODEL:HC04WATTAGE:55WTEMPERATURE:3,000k NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 7 : 5 6 P M A121A121 FIRST FLOORFIRST FLOOR RCPRCP IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 1/4" = 1'-0"1FIRST FLOOR RCP KEYNOTES-RCP #KEYNOTE 01 HEAVY-DUTY T-BAR ACOUSTIC CEILING - SEE DETAIL ONSHEET A500 #6 02 HARD LID DROPPED CEILING - SEE DETAIL ON SHEETA500 #7 NO.DESCRIPTION DATE 2 PC#2 12/21/23 3 PC#3 03/05/24 4 PC#4 04/15/24 FIRST FLOOR0" (E)ROOF T.O.P9' - 5" (E)MAX.HEIGHT15' - 0" MANUF.:COLOR:FINISH: PAINT BENJAMIN MOORE BENJAMIN MOORESOOTMANUF.:COLOR:FINISH: EXISTING BRICK TO BEWASHED AND REMAIN MANUF.:COLOR:FINISH: PAINT BENJAMIN MOORE BENJAMIN MOORESOOT MANUF.:COLOR:FINISH: (E) SIGN TO REMAIN AND BEREPAINTBENJAMIN MOOREBRAZEN FIRST FLOOR0" (E)ROOF T.O.P9' - 5" (E)MAX.HEIGHT15' - 0" MANUF.:COLOR: FINISH: PAINT BENJAMIN MOORE BENJAMIN MOORESOOTMANUF.:COLOR: FINISH: PAINT BENJAMIN MOORE BENJAMIN MOORESOOT MANUF.:COLOR:FINISH: (E) STONE WALL TO REMAIN FIRST FLOOR0" (E)ROOF T.O.P9' - 5" (E)MAX.HEIGHT15' - 0" MANUF.:COLOR:FINISH: EXISTING BRICK TO BEWASHED AND REMAIN MANUF.:COLOR:FINISH: (E) SIGN TO REMAIN AND BEREPAINTBENJAMIN MOOREBRAZENMANUF.:COLOR:FINISH: PAINT BENJAMIN MOORE BENJAMIN MOORESOOT NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 8 : 0 0 P M A200A200 BUILDINGBUILDING ELEVATIONSELEVATIONS IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 1/4" = 1'-0"2NORTH BUILDING ELEVATION SCALE 1/4" = 1'-0"1SOUTH BUILDING ELEVATION SCALE 1/4" = 1'-0"3WEST BUILDING ELEVATION NO.DESCRIPTION DATE FIRST FLOOR0" (E)ROOF T.O.P9' - 5" (E)MAX.HEIGHT15' - 0" 9' - 2 " A500 3 A500 7 2' - 1 0 " 1' - 0 " 11 ' - 0 " 11 ' - 0 " 42 " MAIN SERVICE/ BAR MENS RESTROOM MI N9" FIRST FLOOR0" (E)ROOF T.O.P9' - 5" (E)MAX.HEIGHT15' - 0" 9' - 2 " A5006 A501 5 9' - 0 " MAIN SERVICE/ BAR COMMERCIAL KITCHEN A5013A500 7 A5018 1' - 7 " NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 2 7 / 2 0 2 4 1 0 : 5 6 : 5 0 A M A300A300 BUILDINGBUILDING SECTIONSSECTIONS IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 1/4" = 1'-0"1BUILDING SECTION A-A SCALE 1/4" = 1'-0"2BUILDING SECTION B-B NO.DESCRIPTION DATE 3 PC#3 03/05/24 5 PC#5 06/12/24 UNISEX RESTROOM 6' - 8 1/2" • • • NOTE: SEE DETAIL 7/A400 FOR ADA TYP. RESTROOM DETAILS ALL SINGLE ACCOMMODATION RESTROOMS MUST BE IDENTIFIED AS ALL-GENDER TOILET FACILITIES. PER DSA POLICY, THE INISEX RESTROOM SYMBOL COMPLIES WITH THIS REQUIREMENT. SEE A.B.1732 AND H & S CODE 118600 AND CPC 422.2.1 IN OTHER THAN DWELLING UNITS, TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTEND UPWARD ONTO THE WALLS AT LEAST 4 INCHES. WALLS WITHIN 24 INCHES OF THE SERVICE SINKS, WATER CLOSETS AND URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48 INCHES AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED 7' - 8 1 / 4 " A400 3 18 " M I N 2 12 " 18 " M A X . 42"12" 36 " 6" 49" ø 5 ' - 0 " 30 " 48" 16" 56" 60 " BABY CHANGING TABLE 36" MA X 4" 67 3/4" 30 " A031 7 32 " 10 " 67 3/4" 51 1/4" SIDE SINK DETAIL FRONT SINK DETAIL 29 " M I N . 34 " M A X . 40 " M A X . MIRROR INSULATE ALL EXPOSED PIPING UNDER SINKS 9" 29 " 34 " 6" TOE SPACE MIN. 8" MIN. 11" 12" MAX.42" MIN. 54" MIN. 12 1 / 2 " 2 1 / 2 " GRAB BAR CLEARANCE 33 " - 3 6 " A . F . F . 42" SIDE GRAB BAR DETAIL 33 " - 3 6 " A . F . F . 36" REAR GRAB BAR DETAIL 24" MIN.12" MIN. 36" MIN. 18" MIN 17 " - 1 9 " 19 " 7"-9"TOILET PAPER DISPENSER 24" MIN. 40 " 40 " 17 " - 1 9 " TY P . T I L E H E I G H T 48 " 42" 36 " M A X . 7" MA X . 19 " 18" MIN 12" 36" 36 " M A X . 19 " M A X . 18" MAX. MIRROR 40 " M A X . TY P . T I L E H E I G H T 48 " 34 " M A X . 17 " 18 " M A X . A400 5 6 12" 8' - 6 1/4" 12"42" 48" 48 " ø 5' - 0" 5' - 8 1 / 4 " 36 " 6" 18 " M I N 30 " EMPLOYEERESTROOM 52 3/4" 16" 56" 60 " 18" MIN 36"6" 36 " M A X . 19 " M A X . TY P . T I L E H E I G H T 48 " 17 " 36 " M A X . 7"MA X . 19 " 42"12" 34 " M A X . 40 " M A X . TY P . T I L E H E I G H T 48 " • • • NOTE: SEE DETAIL 7/A400 FOR ADA TYP. RESTROOM DETAILSALL PARTIONS TO HAVE A 9" TOE CLEARANCE FROM FINISHED FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITIONBABY CHANGING TABLE, WHEN DEPLOYED, SHOULD BE AT A MINIMUM HEIGHT OF OF 28" TO A MAXIMUM HEIGHT OF 34" ABOVE FINISH FLOOR. 12 " 48 " 3' - 6 " EQ EQ 8' - 0 3/4" 6' - 8 1/2" 77 " 56 " 60" 48" 30 "ø 5' - 0 " 18" MIN. 42 " 12 " 36"6" WOMENSRESTROOM 5' - 9 " A4007 A400 7 2' - 9" 80 1/2" BA B Y C H A N G I N G T A B L E 36 " 18"34" 4" MAX 30 " 38 " 60 " 18 " M A X . 30 " 58 " 18 " M I N . 56" 36 " 6" 8' - 0 3/4" 12"42" 12" 30 " 48" • • • NOTE: SEE DETAIL 7/A400 FOR ADA TYP. RESTROOM DETAILSALL PARTIONS TO HAVE A 9" TOE CLEARANCE FROM FINISHED FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITIONBABY CHANGING TABLE, WHEN DEPLOYED, SHOULD BE AT A MINIMUM HEIGHT OF OF 28" TO A MAXIMUM HEIGHT OF 34" ABOVE FINISH FLOOR. A4007 A400 7 ø 5 ' - 0 " MENS RESTROOM 4" BA B Y C H A N G I N G T A B L E 36 " 6 1/2" 30 " 30 " 48" 6" 20" A40010 34" 68" 30 " 48" SIDE URINAL DETAIL 13 1/2" MIN. 17 " M A X . MI N . 13 1 / 2 " 30" MIN. MI N . 6" 44 " M A X . H A N D L E H E I G H T MA X . 6" 48 " 6" MIN. 9" M I N " ABOVE URINAL DETAIL BO T T O M O F U S A B L E S H E L V E 3' - 8 " 3' - 4 " M A X . ME D I C I N E CA B I N E T TO W E L WA S T E WA S T E TO W E L DRYER SA N I T A R Y NA P K I N S CU P S NOTE:WHERE TOWEL, SANITARY NAPKINS AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSALFIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE RELOCATED WITH ALL OPERABLE PARTS,INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR MOUNT MIRRORS WITH THE BOTTOM EDGE NOMORE THAN 40 INCHES FROM THE FLOOR NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 2 7 / 2 0 2 4 1 0 : 5 6 : 5 2 A M A400A400 ENLARGEDENLARGED PLANS &PLANS & ROOMROOM FINISHESFINISHES IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 1/2" = 1'-0"1UNISEX RESTROOMS SCALE 1/2" = 1'-0"12ENLARGED BAR COUNTERSCALE 1/2" = 1'-0"13ADA BAR COUNTER NO.DESCRIPTION DATE 1 PC#1 11/15/23 2 PC#2 12/21/23 3 PC#3 03/05/24 5 PC#5 06/12/24 6 PC#6 06/28/24 SCALE 1/2" = 1'-0"7ADA TYP. RESTROOM DETAILS ROOM FINISH SCHEDULE ROOM #ROOM NAME FLOOR FINISH N WALL FINISH CEILING FINISH NOTES FIRST FLOOR 232 COMMERCIAL KITCHEN HEAVY DUTYPORCELAIN TILE HEAVY DUTYPORCELAIN TILE T-BAR GYPSOM PANELS 233 PRIVATE 1 HEAVY DUTYPORCELAIN TILE MELAMINE BOARD T-BAR WOOD PANELS 238 UNISEX RESTROOM HEAVY DUTYPORCELAIN TILE 1/2 PORCELAIN TILE/ 1/2 PAINT SOFFIT GYPSOM 239 PRIVATE 2 HEAVY DUTYPORCELAIN TILE MELAMINE BOARD T-BAR WOOD PANELS 240 MAIN SERVICE/ BAR HEAVY DUTYPORCELAIN TILE MELAMINE BOARD T-BAR WOOD PANELS 241 FREEZER TBD TBD TBD PREFAB. 242 WAITING ROOM HEAVY DUTYPORCELAIN TILE MELAMINE BOARD T-BAR WOOD PANELS 246 EXIT HALL HEAVY DUTYPORCELAIN TILE 1/2 PORCELAIN TILE/ 1/2 PAINT SOFFIT GYPSOM 247 EMPLOYEE RESTROOM 248 EGRESS PATH 251 MENS RESTROOM 252 WOMENS RESTROOM SCALE 1/2" = 1'-0"3UNISEX RESTROOM- ELEV. 2 SCALE 1/2" = 1'-0"2UNI SEX RESTROOM - ELEV. 1 SCALE 1/2" = 1'-0"4EMPLOYEE RESTROOMSCALE 1/2" = 1'-0"6EMPLOYEE RR. - ELEVATION 2 SCALE 1/2" = 1'-0"5EMPLOYEE RR. - ELEVATION 1 SCALE 1/2" = 1'-0"8WOMENS RESTROOMSCALE 1/2" = 1'-0"9MENS RESTROOM • NOTE: SEE DETAIL 7/A400 FOR ADA TYP. RESTROOM DETAILS SCALE 1/2" = 1'-0"10ADA TYP. URINALSCALE 1/2" = 1'-0"11ADA HEIGHT REQUIREMENTS 16" U.L. CLASSIFIEDBAFFLE-TYPEGREASE FILTERS GREASE DRAINWITH REMOVABLE CUP 3" WINDOW R.O. 9" WIDE MIN. PENETRATION FLASHING SOLID SHEATHING WHERE IT OCCURS MI N . 1" WINDOW 9" WIDE MIN. PENETRATION FLASHING APPLY TOP HORIZONTAL SECTION OF FLASHING LAST. OVERLAPPING AND SEALING AGAINST THE FULL HEIGHT OF THE OUTER FACE OF THE TOP NAILING FLANGE WITH A CONTINUOUS BED OF SEALANT.FLASHING AT DOOR SIMILAR. STEP 1 STEP 2 STEP 3 STEP 4 MI N . L A P 2" PAPER BACKING PRELUDE XL FIRE GUARD™ 15/16" EXPOSED TEE SYSTEM - ARMSTRONG T-GRID MAIN CHANNEL HARDER WIRE (E) ROOF ASSEMBLY SECURESEAL 2×4 IP65 (HC04) LIGHTINGICC DATA:ICC#:ESR-1308SEE SPEC @ "A501 1' - 7" DGLW26 DRYWALL SUSPENSION MAIN TEE,MITERED OVERLAP & SCREW ATTACH. DONOT CUT FACE OF TEE WHEN CREATING90° BEND USG DRYWALL SUSPENSION CROSS TEEDGLW424 USG DRYWALL SUSPENSIONMAIN TEE DGLW26 HANGER WIRE BY OTHERS DGWM24 ANGLE MOLDING TAPE AND FINISH CORNER AS REQUIRED 5/8" USG ECOSMARTFIRECODE® X (UL TYPEULIX™) PANELS (E) ROOF JOINS 8" [203] MAX. 6" [ 1 5 2 ] M A X . USG DRYWALL SUSPENSION CROSS TEEDGLW424 MITERED USG DRYWALL SUSPENSION MAINTEE DGLW26 SHEETROCK® BRAND DUR-A-BEAD®CORNER BEADUSG DRYWALL SUSPENSIONCROSS TEE DGLW424 HANGER WIRE BY OTHERS APPLY AT JOINT, USG SHEETROCKTM BRAND EASY SAND JOINT COMPOUND AND USG SHEETROCKTM BRAND PAPER JOINT TAPE USG DGWM24 ANGLE MOLDING 4" 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS 5/8" USG ECOSMARTFIRECODE® X (UL TYPEULIX™) PANELS SE E . S E C T I O N S H E E T A 3 0 0 V A R I E S SE E . S E C T I O N VA R I E S 1' - 4 3 / 4 " MI N . 2 1 / 2 " APPLY AT JOINT, USG SHEETROCKTM BRAND EASY SAND JOINT COMPOUND AND USG SHEETROCK TM BRAND PAPER JOINT TAPE J-BEAD APPLY USG SHEETROCKTM ACOUSTICAL SEALANT AT PERIMETER JOINTS, TYPICAL. DGWM24 MOLDING ANGLE, SECURE TO WALL WITH APROPRIATE FASTENER, TYPICAL. USG DRYWALL SUSPENSION CROSS TEEDGLW424 USG DRYWALL SUSPENSION MAIN TEEDGLW26 HANGER WIRE BY OTHERS SCREW GYPSUM BOARD TO ANGLE MOLDING 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS (E) ROOF JOINS SE E S E C T I O N S H E E T A 3 0 0 VA R I E S 1' - 0 " 18 " 18" 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS 4" 18 " 6' - 9 1 / 4 " STAINLESS STEEL HOOD WITH REMOVABLE GREASE FILTERS HOOD SHALL BE MIN. 20 GAUTE STAINLESS STEEL STAINLESS STEEL METAL AROUND HOOD OVER TYPE X 5/8" METAL STUD BOARD 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS 2B 18 " 18 " 18" 18 " 3" STAINLESS STEEL HOOD WITH REMOVABLE GREASE FILTERS HOOD SHALL BE MIN. 20 GAUTE STAINLESS STEEL STAINLESS STEEL METAL AROUND HOOD OVER TYPE X 5/8" METAL STUD BOARD 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS BASE UL DATA:UL #:BXUV-ANSI/UL 263DESIGN #:U305HOUR RATING:1 STC:36STC W/ RES. CHAN.:50-54 NOTE:IF EXISTING WALL THEN STRUCTURE TO REMAIN & GYPSUM WALL BOARD TO BE REMOVED AND REPLACED (RESILIENT CHANNEL WHERE NECESSARY) 5/8" USG ECOSMART FIRECODE® X (UL TYPE ULIX™) PANELS GYPSUM WALL BOARD BOTH SIDES 2x4 WOOD STUDS @ 16" O.C. R19 INSULATED CAVITY ROOF JOINS MIN. 1/2 INCH GAP FOR VERTICAL DEFLECTION PWR PARTITION WALL BRACERS RESTRAIN CONNECTOR NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 2 7 / 2 0 2 4 1 0 : 5 6 : 5 3 A M A500A500 DETAILSDETAILS IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 SCALE 3/4" = 1'-0"1DOOR & WINDOW FLASHING SCALE 1 1/2" = 1'-0"6T-BAR KITCHEN CEILING SCALE 3" = 1'-0"3CORNER HEIGHT CHANGE CEILING DETAILSCALE 3" = 1'-0"7DROPPED HARD LID @ WALL DETAIL NO.DESCRIPTION DATE 1 PC#1 11/15/23 2 PC#2 12/21/23 3 PC#3 03/05/24 4 PC#4 04/15/24 5 PC#5 06/12/24 6 PC#6 06/28/24 SCALE 1/2" = 1'-0"2EXHAUST HOOD & BLOWER PROTECTION SCALE 1/2" = 1'-0"4EXHAUST HOOD & BLOWER PROTECTION. SCALE 1 1/2" = 1'-0"82x4 INT WALL - LATERAL RESISTANCE HANGER WIRE BY OTHERS USG DRYWALL SUSPENSION MAIN TEEDGLW26 USG DRYWALL SUSPENSION CROSS TEEDGLW424 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS (E) ROOF JOINS SE E S E C T I O N S S H E E T A 3 0 0 V A R I E S TOP 1' - 4 3 / 4 " HANGER WIRE BY OTHERS APPLY AT JOINT, USG SHEETROCKTM BRAND EASY SAND JOINT COMPOUND AND USG SHEETROCKTM BRAND PAPER JOINT TAPE USG DRYWALL SUSPENSION MAIN TEEDGLW26 USG DRYWALL SUSPENSION CROSS TEEDGLW424 5/8" USG SHEETROCK® ECOSMARTFIRECODE® X (UL TYPE ULIX™)PANELS (E) ROOF JOINS SE E S E C T I O N S H E E T A 3 0 0 VA R I E S 1' - 7 " ATTACH STABILIZER BARS TO GRID. LOAD OF FIXTURE AND HOUSING TO BE SUPPORTED FROM STRUCTURE ABOVE, TYPICAL TRIM RING RIM CLIPS, DO NOT OVER TIGHTEN USG DRYWALL SUSPENSION CROSS TEEDGLW424 HANGER WIRE BY OTHERS SUPPORT & BRACE LIGHT FIXTURE TO STRUCTURE ABOVE WITH USG M7 ANGLES USG DRYWALL SUSPENSIONMAIN TEE DGLW26 USG DRYWALL SUSPENSIONCROSS TEE DGLW424 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS HANGER WIRE BY OTHERS USG DRYWALL SUSPENSION MAIN TEEDGLW26 USG DRYWALL SUSPENSION CROSS TEE DGLW424 INDEPENDENTLY HUNG SPRINKLER SWING-ARM ASSEMBLY (NOT SHOWN TO SCALE) 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS (E) ROOF JOINS SE E S E C T I O N VA R I E S USG LOGIX™ YOKE, REFERENCE USG IS268 FOR OPENING WIDTHS HANGER WIRE BY OTHERS USG DRYWALL SUSPENSION CROSS TEEDGLW424 USG DRYWALL SUSPENSION MAIN TEEDGLW26 J-BEAD 4" APPLY AT JOINT, USG SHEETROCKTM BRAND EASY SAND JOINT COMPOUND AND USG SHEETROCKTM BRAND PAPER JOINT TAPE 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS BEND AND FASTEN TAB OFUSG LOGIX™ YOKE TO TEE (E) ROOF JOINS SE E S E C T I O N VA R I E S APPLY AT JOINT, USG SHEETROCKTM BRAND EASY SAND JOINT COMPOUND AND USG SHEETROCKTM BRAND PAPER JOINT TAPE USG DUR-A-BEAD® CORNER BEAD 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS HANGER WIRE BY OTHERS 6" NOTE: LINEAR FIXTURE SHALL NOT EXCEED 3 LBS/FT [4.5 Kg/m] USG DRYWALL SUSPENSIONCROSS TEE DGLW424 USG DRYWALL SUSPENSION MAIN TEE DGLW26 DGLW26 DRYWALL SUSPENSION MAIN TEE,MITERED OVERLAP & SCREW ATTACH. DONOT CUT FACE OF TEE WHEN CREATING90° BEND J-BEAD LINEAR LIGHT FIXTURE USG DGCM27 CHANNEL MOLDING4" USG DRYWALL SUSPENSION CROSS TEEDGLW424 5/8" USG ECOSMART FIRECODE® X (ULTYPE ULIX™) PANELS HANGER WIRE TO EDGE OF SOFFIT WITH BACKLOAD 6" [305] MAX. DGWM24 ANGLE MOLDING 6" [ 1 5 2 ] M A X . USG UTAC UNOPPOSED TEEATTACHMENT CLIP NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 8 : 0 7 P M A501A501 DETAILSDETAILS IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 NO.DESCRIPTION DATE 3 PC#3 03/05/24 4 PC#4 04/15/24 5 PC#5 06/12/24 SCALE 1" = 1'-0"1ROOF ACCESS STAIRS SCALE 3/4" = 1'-0"2T-BAR SPEC SCALE 3" = 1'-0"3DROPPED HARD LID CEILING DETAIL SCALE 3" = 1'-0"4JOINT @ DROPPED HARD LID DETAIL SCALE 3" = 1'-0"5LIGHTING @ DROPPED CEILING DETAIL SCALE 3" = 1'-0"6SPRINKLER @ DROPPED CEILING DETAIL SCALE 3" = 1'-0"7SOFFIT @ DROPPED CEILING DETAIL SCALE 6" = 1'-0"8BAR SOFFIT DETAIL 5 5 F.F. DOOR LEGEND A2 - SINGLE FLUSHEXTERIOR DOOR B1 - DOUBLE FLUSHINTERIOR DOOR H E I G H T WIDTH WIDTH WIDTH K1 - DOUBLE GLASSSTOREFRONT DOOR KICKPLATE H E I G H T 10 " A1 - SINGLE FLUSHINTERIOR DOOR H E I G H T WITH H E I G H T WIDTH 2 1/2"3' - 1 3/4"2 1/2"3' - 1 3/4"2 1/2"3' - 1 3/4"2 1/2"3' - 1 3/4"2 1/2"3' - 1 3/4"2 1/2" 17' - 0" 2 1 / 2 " 1' - 7 " 2 1 / 2 " A 2 1/2"3' - 6"2 1/2"3' - 6"2 1/2"3' - 6"2 1/2"3' - 6"2 1/2"3' - 6"2 1/2"3' - 6"2 1/2"3' - 6"2 1/2"3' - 6"2 1/2"3' - 6"2 1/2" 33' - 6" 2 1 / 2 " 1' - 1 1 1 / 2 " 2 1 / 2 " 2' - 4 1 / 2 " B 2 1/2"3' - 7"2 1/2"3' - 7"2 1/2"3' - 7"2 1/2"3' - 10"2 1/2" 15' - 7 1/2" 2 1 / 2 " 8' - 1 1 1 / 2 " 2 1 / 2 " 9' - 4 1 / 2 " 2 1 / 2 " 8' - 1 1 1 / 2 " 2 1 / 2 " 9' - 4 1 / 2 " 11' - 7"4' - 0 1/2" C 2 1/2"2' - 10"2 1/2"2 1/2"2' - 10 1/4"2 1/2"2' - 10 1/4"2 1/2"2 1/2"2' - 11"2 1/2"3' - 6 3/4"2 1/2"3' - 6 3/4"2 1/2"3' - 6 3/4"2 1/2"3' - 4 1/4"2 1/2" 18' - 2 1/4"6' - 3 3/4"3' - 3" 27' - 9" 2 1 / 4 " 8' - 1 1 1 / 2 " 2 1 / 2 " 9' - 4 1 / 4 " 1' - 6 " 8' - 0 " 1' - 9 1 / 4 " 2' - 1 " 10 ' - 2 3 / 4 " 2 1 / 2 " 7' - 2 " 7' - 6 1 / 2 " 7' - 1 1 " 2 3 / 4 " 8' - 3 1 / 4 " 2 1 / 2 " 8' - 8 1 / 2 " 3' - 5 " D NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE 6/ 1 2 / 2 0 2 4 1 : 3 8 : 0 8 P M A610A610 DOOR &DOOR & WINDOWWINDOW SCHEDULESCHEDULE IN T E R I O R R E N O V A T I O N IN T E R I O R R E N O V A T I O N - R E S T A U R A N T - R E S T A U R A N T Issue Date 41 H u n t i n g t o n D r , A r c a d i a C A 9 1 0 0 6 DOOR SCHEDULE DOOR #TYPE LOCATION WIDTH HEIGHT MANUFACTURER MODEL FIRERATING CORE FINISH FRAMEFINISH NOTES FIRST FLOOR 100 K1 MAIN SERVICE/ BAR 2' - 11 1/2"7' - 7"AUTO DOOR ANDHARDWARE AUTO DOORANDHARDWAREADACOMMERCIALDOOR 2H ALUMINUM GLASS ALUMINUM PANIC HARDWARE/EGRESS/ HOOKBOLT WITH INSIDE KEY CYLINDER& OUTSIDE KEY CYLINDER, TOP & BOTTOM FLUSH BOLTS 100 K1 MAIN SERVICE/ BAR 2' - 11 1/2"7' - 7"AUTO DOOR ANDHARDWARE AUTO DOORANDHARDWAREADACOMMERCIALDOOR 2H ALUMINUM GLASS ALUMINUM PANIC HARDWARE/EGRESS/ HOOKBOLT WITH INSIDE KEY CYLINDER& OUTSIDE KEY CYLINDER, TOP & BOTTOM FLUSH BOLTS 101 B2 MAIN SERVICE/ BAR 6' - 0"6' - 8"JELD-WEN DOUBLE BORE PRIMED WOOD DOOR PULL 48" CENTERS BACK TO BACK ROUND LONG DOOR 102 A1 PRIVATE 2 3' - 0"6' - 8"JELD-WEN THDJW227600008 DOUBLE BORE PRIMED WOOD CYLINDRICAL PRIVACY BED/BATH DOOR HANDLE WITH LOCK ANDCLUTCH 103 B2 MAIN SERVICE/ BAR 6' - 0"6' - 8"JELD-WEN DOUBLE BORE PRIMED WOOD DOOR PULL 48" CENTERS BACK TO BACK ROUND LONG DOOR 104 A2 MAIN SERVICE/ BAR 3' - 0"9' - 0"TLS TUFF LIGHT STAINLESSSTELL PAINTED PAINTED EGRESS/ NO LOCK 105 A1 EGRESS PATH 3' - 0"6' - 8"SECURALL HDQR3684LH 1.5H 12 GAUGESTEEL PAINTED 12 GAUGESTEEL,FULLYWELDED PANIC HARDWARE/EGRESS/ PUSH BAR RIM EXIT DEVICE WITHLOCKING TRIM 106 A2 COMMERCIALKITCHEN 3' - 0"6' - 6"Frank DoorCompany EFD-SSB 107 A2 EGRESS PATH 3' - 0"9' - 0"TLS TUFF LIGHT STAINLESSSTELL 108 A1 EXIT HALL 3' - 0"6' - 8"JELD-WEN THDJW227600008 DOUBLE BORE 109 A2 FREEZER 3' - 0"6' - 6"Frank DoorCompany EFD-SSB 110 A1 EXIT HALL 3' - 0"6' - 8"JELD-WEN THDJW227600008 DOUBLE BORE 111 A1 MAIN SERVICE/ BAR 3' - 0"6' - 8"JELD-WEN THDJW227600008 DOUBLE BORE WINDOW SCHEDULE AssemblyName Width Height Thermal Resistance (R) Solar HeatGain Coefficient Comments A 3' - 1 3/4"1' - 7"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS A 3' - 1 3/4"1' - 7"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS A 3' - 1 3/4"1' - 7"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS A 3' - 1 3/4"1' - 7"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS A 3' - 1 3/4"1' - 7"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS B 3' - 6"1' - 11 1/2"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS C 3' - 7"2' - 9 3/4"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS C 3' - 7"2' - 9 3/4"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS C 3' - 8 1/4"2' - 9 3/4"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS C 3' - 7 1/2"2' - 9 3/4"0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS D 0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS D 0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS D 0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS D 0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS D 0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS D 0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS D 0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS D 0.8466 (h·ft²·°F)/BTU 0.86 TEMP.GLASS 1/2" = 1'-0"1 A 1/2" = 1'-0"2 B 1/2" = 1'-0"3 C 1/2" = 1'-0"4 D NO.DESCRIPTION DATE 2 PC#2 12/21/23 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM •• NOTES DOOR AND GATE HARDWARE SHALL BE AT 34"-44" ABOVE FINISH FLOOR.ALL EXIT DOORS AND GATES FROM AN "A" OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK, UNLESS IT IS PANIC HARDWARE. [CBC 1010.2.9] DESIGN CRITERIA 1. ALL WORK SHALL CONFORM TO THE STANDARD OF THE CALIFORNIA BUILDING CODE 2022 EDITION AS THE CURRENT CITY MUNICIPAL CODE, AND THOSE CODES AND STANDARDS LIST IN THE CONTRACTOR DOCUMENTS. 2. DESIGN DEAD LOADS ROOF 15.0PSF 3. DESIGN LIVE LOADS ROOF 20.0PSF 4. CODE LEVEL WIND DESIGN DATA BASIC WIND SPEED 110MPH IMPORTANCE FACTOR, I 1.0 EXPOSURE CATEGORY C ENCLOSURE CLASSIFICATION ENCLOSED BUILDING 5. CODE LEVEL EARTHQUAKE DESIGN DATA SITE COORDINATE 34.1403°N, 118.0333°W MAPPED SPECTRAL RESPONSE ACCELERATION SS 1.969G MAPPED SPECTRAL RESPONSE ACCELERATION S1 0.720G SITE CLASS D DESIGN SPECTRAL RESPONSE COEFFICIENT SDS 1.575G DESIGN SPECTRAL RESPONSE COEFFICIENT SD1 0.816G RISK CATEGORY II IMPORTANCE FACTOR, Ie 1.0 REDUNDANCY FACTOR 1.3 SEISMIC DESIGN CATEGORY D BASIC SEISMIC-FORCE-RESISTING SYSTEM LIGHT FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE RESPONSE MODIFICATION FACTOR, R 6 1/2 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 6. FOUNDATION DATA ALLOWABLE BEARING PRESSURE: 1500PSF THE CONTRACTORS SHALL BE RESPONSIBLE TO VERIFY THE EXISTING SITE CONDITIONS SUCH AS SOIL, FRAMING, FOUNDATION AND DRAINAGE. IF ANY CONDITIONS THAT WILL BE DETRIMENTAL TO THE PROJECT, PLEASE NOTIFY US IMMEDIATELY. SHEET INDEX S-S STRUCTURAL COVER SHEET S-GN STRUCTURAL GENERAL NOTES S-1 FOUNDATION PLAN S-2 ROOF AND CEILING FRAMING PLAN SD1 STRUCTURAL DETAILS AB ANCHOR BOLT ABV ABOVE ADD'L ADDITIONAL AF ARTIFICIAL FILL ALT ALTERNATE ARCH ARCHITECT AT ALL-THREADED @AT BC BOTTOM CHORD OF A TRUSS BL BELOW BLDG BUILDING BLKG BLOCKING BM BEAM BOT BOTTOM B.N. BOUNDARY NAIL BSMT BASEMENT BEY BEYOND BP BASE PLATE/BOTTOM PLATE BS BOTH SIDES C8x15 STEEL CHANNEL CJ CEILING JOIST CJP COMPLETE JOINT PENETRATION CL CENTER LINE CLR CLEAR CLG CEILING CMU CONCRETE MASONRY UNIT CONC CONCRETE CONN CONNECTION CONT CONTINUOUS COL COLUMN COOR COORDINATE CTR CENTER DBL DOUBLE DFL DOUGLAS FIR LARCH DIST DISTANCE DL DEAD LOAD DIA OR ∅DIAMETER DIAP DIAPHRAGM DIR DIRECTION (E) EXISTING EA EACH EF EACH FACE ELEV ELEVATION EMB EMBEDMENT E.N. EDGE NAIL EOR ENGINEER OF RECORD EQ EQUAL ES EACH SIDE EW EACH WAY E-W EAST-WEST EXT EXTERIOR E/ EDGE OF FFE FLOOR FINISH ELEVATION FB FLOOR BEAM FIN FINISH FJ FLOOR JOIST FLR FLOOR FT FOOT FTG FOOTING FOUN FOUNDATION FRM FRAMING FS FAR SIDE F/W FACE OF WALL GR GRADE GLB 24F-V4 GLULAM BEAM HD HOLD-DOWN HDR HEADER HNG HANGER HOR/HORIZ HORIZONTAL HT HEIGHT HSS HOLLOW STRUCTURAL STEEL INT INTERIOR INV INVERTED JST JOIST KP KING POST LLENGTH L4x4x1/4 STEEL ANGLE LBS POUND LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER LW LIGHT WEIGHT LONG LONGITUDINAL MAX MAXIMUM MANU MANUFACTURER MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS (N) NEW NAT NATURAL N-S NORTH-SOUTH N/A NOT APPLICABLE NO/# NUMBER NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OSB ORIENTED STRAND BOARD PA POST ABOVE PCC PLAN CHECK CORRECTION PJP PARTIAL JOINT PENETRATION P.C. PRESSURE TREATED PL PROPERTY LINE PLY/PLWD PLYWOOD PLT PLATE PSF POUND PER SQUARE FOOT PSI POUND PER SQUARE INCH PSL PARALLEL STRAND LUMBER R RADIUS REF REFER/REFERENCE REINF REINFORCING REQ REQUIRED RR ROOF RAFTER SCH SCHEDULE SCL STRUCTURAL COMPOSITE LUMBER SDC SEISMIC DESIGN CATEGORY SHT SHEET SHTG SHEATHING SIM SIMILAR SIMP SIMPSON STRONG-TIE SO STRUCTURAL OBSERVATION SPA SPACING SP SILL PLATE SPEC SPECIFICATION SS STAINLESS STEEL STAG STAGGERED STD STANDARD STL STEEL STR STRUCTURAL SW SHEAR WALL T&B TOP & BOTTOM TC TOP CHORD OF A TRUSS THK THICK/THICKNESS TN TOE NAIL TOC TOP OF CONCRETE TOD TOP OF STRUCTURAL WOOD DIAPHRAGM TOF TOP OF FLOOR FRAMING TOS TOP OF STRUCTURAL STEEL TOW TOP OF WALL TP TOP PLATE TPE TOP PLATE ELEVATION TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAL VALLEY VERT VERTICAL WWIDTH WD WOOD W/ WITH W8x28 WIDE FLANGE STRUCTURAL STEEL A35/A34/LTP4/CCQ/CS/ECCQ/GLT/HU/HUC/ HUTF/HUS/HHUS/HHGUS/LUS/MST/MSTC/ CMST/SDS/SSTB/ST/(ETC.): TYPICAL SIMPSON HARDWARE MODELS LIST OF ABBREVIATIONS THE FOLLOWING ARE COMMONLY USED ABBREVIATIONS. IN SOME CASES, THERE MAY BE MORE THAN ONE MEANING FOR AN ABBREVIATION. IN THESE CASES, IF THE MEANING OF THE ABBREVIATION IS NOT CLEAR BY CONTEXT, CONTACT THE ENGINEER FOR AN INTERPRETATION. IN T E R I O R R E N O V A T I O N RA Y L I U A S S O C I A T E S , C O R P . 34 5 2 E A S T F O O T H I L L B O U L E V A R D , S U I T E 6 2 0 PA S A D E N A , C A 9 1 1 0 7 T. 6 2 6 - 5 2 9 - 3 8 5 8 F . 6 2 6 - 5 2 9 - 3 4 6 8 E M A I L : R A Y @ R A Y L I U A S S O C I A T E S . C O M GENERAL NOTES 1.THE FOLLOWING NOTES, TYPICAL DETAILS AND SCHEDULES SHALL APPLY TO ALL DRAWING UNLESS OTHERWISE SHOWN OR NOTES. ALL CONSTRUCTION SHALL WITH REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, 2022 EDITION. 2. THE CONTRACTOR SHALL VERIFY ALL GRADES, DIMENSIONS, FRAMING, FOUNDATION AND SITE CONDITIONS PRIOR TO THE STARING WORK. ALL MAJOR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCING OR CONTINUING WITH WORK. 3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. 4. FRAMING CONDITION NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO TYPICAL DETAILS AS SHOWN FOR SIMILAR CONDITIONS AND RESPECTIVE MATERIALS. 5. PROVIDE OPENING AND SUPPORTS, AS REQUIRED, FOR HEATER, MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, VENT DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE PROVIDED WITH APPROVED SWAY OR LATERAL BRACING. FOUNDATION AND EARTHWORK 1. MAXIMUM BEARING PRESSURE FOR D.L. + L.L. = 1,500 PSF @ 1'-6" MINIMUM INTO UNDISTURBED NATURAL SOILS. 2. COMPACT ALL FILLS AND BACKFILLS TO A MINIMUM OF 90 PERCENT OF MAXIMUM DRY DENSITY PER ASTM D-1557-07. 3. PROVIDE 10 MIL PVC MEMBRANE PLUS 2" SAND UNDER SLABS. WHEN THE PROJECT INVOLVES THE SOIL ENGINEER: 4. DURING ALL GRADING ACTIVITIES INCLUDING SITE PREPARATION, FOOTING EXCAVATION, SUBDRAIN INSTALLATION, AND PLACEMENT OF FILL SHALL BE OBSERVED AND ADVISED BY THE SOIL ENGINEER. 5. FOOTINGS SHOULD BE CLEANED OF ALL LOOSE SOIL, MOISTENED, FREE OF SHRINKAGE RACKS AND APPROVED BY THE SOIL ENGINEER OR PRIOR TO PLACING FORMS, STEEL OR CONCRETE. 6. ALL FILLS PLACED FOR ENGINEERING PURPOSE SHALL BE TESTED AND APPROVED BY THE SOIL ENGINEER. CONCRETE AND REINFORCING STEEL 1. MINIMUM CONCRETE STRENGTH @ 28 DAYS AS FOLLOWS: A) WALL FOOTING 2,500 PSI. B) SLAB ON GRADE 2,500 PSI. C) GRADE BEAM 3,000 PSI. D) CAISSON AND PILE 3,000 PSI. 2. PROVIDE LAB MIX DESIGN FOR ALL CONCRETE. SUBMIT TO ENGINEER/ ARCHITECT FOR REVIEW PRIOR TO THE PLACING CONCRETE. 3. CEMENT PER ASTM C150-07, TYPE II (U.N.O.) 4. REINFORCING STEEL - INTERMEDIATE GRADE PER ASTM A615/A615M-07, GRADE 40 FOR #4 AND SMALLER BARS. GRADE 60 FOR #5 AND LARGER BARS. 5. ALL CONCRETE TO BE REINFORCED AS INDICATED. ALL ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS TO BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED. 6. DIMENSIONS LOCATING REINFORCING BARS, ARE TO FACE OF BARS AND DENOTES CLEAR COVERAGE TO MAIN STEEL. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE SHALL BE AS FOLLOWS: A) CONCRETE AGAINST EARTH (NOT FORMED) 3" B) CONCRETE AGAINST EARTH (FORMED) 2" 7. MINIMUM SLUMPS FOR: A) SLAB ON GRADE AND FILL OVER FLOOR 4" MAX. B) ALL OTHER CONCRETE 5" MAX. 8. NO BRICK OR POROUS MATERIALS SHALL SUPPORT STEEL. USE GROOVED CONCRETE BLOCK. 9. ALL SLABS ON GRADE TO BE REINFORCED WITH #4 @ 16" O.C. EACH WAY UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DEPRESSED AREAS. RECESSES, CURBS. STRUCTURAL STEEL 1. ALL STEELS SHALL CONFORM TO BE AS FOLLOWS: A.) W-SHAPE...................................ASTM A992 B.) HSS TUBE..................................ASTM A500, GRADE B C.) ANGLE SHAPES (L)...................ASTM A36 D.) STEEL PLATE.............................ASTM A36 E.) WELDED HEADED STUDS (WHS) 1/2" OR 5/8" DIA......ASTM A108 NELSON H4L OR F.) WELDED HEADED STUDS (WHS) 3/4" OR 7/8" DIA......ASTM A108 NELSON S3L OR 2. ERECTION AND FABRICATION PER AISC STD. SPECS, 14TH EDITION. 3. WELDING TO BE DONE BY ELECTRIC ARC PROCESS PER AWS STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. ALL WELDERS FOR STRUCTURAL WELDING TO BE CERTIFIED BY THE COUNTY OF LOS ANGELES. 4. PROVIDE SHOP DRAWINGS FOR REVIEW BY ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATING STEEL. 5. BOLTED CONNECTIONS: A.) HIGH STRENGTH BOLTS, FRICTION TYPE, PER ASTM A325/F1852 B.) COMMON BOLTS PER ASTM F1554, GR.36.7 6. DIRECT TENSION TYPE LOAD INDICATORS OR TS BOLTS WILL BE REQUIRED FOR ALL HIGH STRENGTH BOLT CONNECTIONS. 7. WELDING: SHOP WELDING IS DESIGNED FOR FULL STRESSES AND SHALL BE PERFORMED IN ARC PROCESS AND E-70 SERIES ELECTRODES. FIELD WELDING IS DESIGNED FOR HALF STRESSES AND SHALL BE PERFORMED BY WELDERS CERTIFIED BY THE COUNTY OF LOS ANGELES. CONFORM TO AWS D1.1-05. 8. INSPECTION REQUIREMENTS: INSPECTOR TO BE QUALIFIED IN STRUCTURAL WELDING AND HEIGHT STRENGTH BOLTING. A.) ALL FIELD WELDING OF STRUCTURAL STEEL INCLUDING WELDED STUDS. B.) HIGH STRENGTH BOLTING. 9. COMPLETE JOINT PENETRATION GROVE WELDS SHALL HAVE A FILLER METAL WITH A NOTCH TOUGHNESS OF 20 FOOT-POUNDS MINIMUM AT ZERO DEGREES FAHRENHEIT. GENERAL NOTES FOUNDATION NOTES 1. ANCHOR BOLTS: 5/8"∅ x 10" EMBEDDED 7" AND SPACED 4'-0" ON CENTER WITH 3" SQUARE x 1/4" PLATE WASHER, WITH MINIMUM 2 ANCHOR BOLTS PER WALL, LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLT DIAMETER FROM EACH END OF THE WALL (UNO). 2. SHEARWALL, ANCHOR BOLT AND HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 3. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS: AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO WALL CONVERGING AND INSPECTION. 4. ALL HOLDOWNS REQUIRE 4x4 MINIMUM POST (UNO). 5. ALL 4x BEAMS REQUIRE 4x4 MINIMUM POST (UNO). 6. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR REQUIRED FOR ALL CONCRETE DESIGNED WITH STRENGTH GREATER THAN 2,500 PSI. 7. CONCRETE: STANDARD 2,500 PSI CONCRETE, 3,000 PSI MIN. FOR GRADE BEAMS AND CAISSONS. 8. ALL LUMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. 9. RETIGHTEN FOUNDATION BOLTS BEFORE CALLING FOR FRAMING INSPECTION. ROUGH CARPENTRY 1. ALL LUMBERS SHALL BE GRADE MARKED DOUGLAS FIR LARCH (DFL). A.) BEAMS, HEADERS & POSTS NO. 1 OR BETTER B.) RAFTERS & JOISTS NO. 2 OR BETTER 2. FOUNDATION SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR. MINIMUM SILL PLATE BOLTING SHALL BE 5/8"∅ X 14" BOLT AT 4'-0" O.C. WITH A MINIMUM OF 2 ANCHOR BOLTS PER PIECE, LOCATED NOT MORE THAN 12" OR LESS 7 DIAMETERS FROM EACH END OF THE PIECE. ALL ANCHOR BOLTS SHALL HAVE 3" SQ. X 1/4" THICK PLATE WASHERS. 3. ALL LUMBERS ON EXTERIOR FOUNDATION SHALL BE 8" MINIMUM ABOVE ADJACENT GRADE, FLOOR JOIST AND GIRDER SHALL BE 18" AND 12" MINIMUM ABOVE EXPOSED GROUND IN CRAWL SPACES RESPECTIVELY. [SECT. 2304.11.2.1 & 2304.11.2.2]. 4. PROVIDE WASHERS UNDER HEADS AND NUTS OF BOLTS AND LAG SCREWS BEARING ON WOOD. NUTS ON ALL BOLTS SHALL BE TIGHTENED BEFORE CLOSING IN AND/OR ON COMPLETION OF THE JOB. CUT WASHERS MAY BE USED EXCEPT FOR SILL BOLTS AT SHEARWALLS AND WHERE NOTED OTHERWISE. 5. BOLTS SHALL CONFORM TO ASTM A307. BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT + 1/16" UNLESS NOTED OTHERWISE. 6. NO STRUCTURAL MEMBER INCLUDING STUDS AND PLATES SHALL BE CUT OR NOTCHED FOR PIPES, ETC., UNLESS SPECIFICALLY SHOWN, NOTED OR ACCEPTABLE TO THE STRUCTURAL ENGINEER. FOR REQUIREMENTS FOR NOTCH AND BORED HOLES, CONFIRM TO SECTION 2308.9.10 AND 11 FOR WALL, 2308.8.2 FOR FLOOR JOIST, AND 2308.10.4.2 FOR RAFTER AND CEILING JOIST. 7. PLYWOOD ROOF & FLOOR SHEATHING SHALL BE APA GRADE MARKED AS C-D AND SHEAR WALL SHEATHING SHALL BE APA GRADE MARKED AS STRUCTURAL I C-D. 8. PLYWOOD SHEATHING SHALL BE IN SINGLE PIECES WHERE POSSIBLE WITH 4' X 8' MINIMUM SHEETS. SOLID BLOCK ROOF SHEATHING AND WALL PANEL PLYWOOD EDGES. MINIMUM SHEET DIMENSION AT BOUNDARIES AND CHANGES IN FRAMING SHALL BE 24". 9. METAL FRAMING ACCESSORIES: STEEL JOISTS HANGERS, FRAMING ANCHORS FASTENERS AND OTHER SUCH CONNECTION DEVICES SHALL BE OF STANDARD MANUFACTURER OF THE TYPE REQUIRED BY THE DRAWINGS. NAILS SHALL BE THOSE FURNISHED BY THE MANUFACTURER FOR THIS SPECIFIC USE. DEVICES SHALL BE GALVANIZED. "SIMPSON" PART NUMBERS ARE SHOWN ON DRAWINGS. 10. PROPERTIES OF LUMBER 4X OR 2X DFL NO. 1 Fb = 1,000 PSI, Fv = 180 PSI, E = 1,700 KSI DFL NO. 2 Fb = 900 PSI, Fv = 180 PSI, E = 1,600 KSI 6X AND LARGER DFL NO. 1 Fb = 1,350 PSI, Fv = 170 PSI, E = 1,600 KSI SELECT STRUCT. Fb = 900 PSI, Fv = 180 PSI, E = 1,600 KSI PARALLAM (PSL) Fb =2,900 PSI, Fv = 290 PSI, E = 2,000 KSI MICROLLAM (LVL) Fb =2,600 PSI, Fv = 285 PSI, E = 1,900 KSI FRAMING NOTES 1. ALL LUMBER TO BE GRADE MARKED DOUGLAS FIR LARCH. SILL PLATES TO BE TREATED DOUGLAS FIR LARCH. 2. NAILING FOR DIAPHRAGMS AND FOR ALL SHEAR WALLS SHALL BE INSPECTED PRIOR TO COVERING. 3. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. CUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 40% OF THE WIDTH OF THE STUD IS PERMITTED IN NONBEARING WIDTH OF THE STUD IS PERMITTED IN NONBEARING PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. 4. BORED HOLES: A HOLE NOT GREATER IN DIAMETER THAN 40% OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60% OF THE WIDTH OF THE STUD ARE PERMITTED IN NON BEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED OF THE WIDTH OF THE STUD ARE PERMITTED IN NO MORE THAN TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5. IN NO CASE SHALL THE EDGE OF THE BORE HOLE BE NEARER THAN 5/8" TO THE EDGE OF THE STUD BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A COT OR NOTCH. 6. FLOOR DIAPHRAGM SHALL UTILIZE 3/4" STURD-I-FLOOR (T & G) (P.I. 48/24) GLUE AND NAIL W/ 10d @ 4" O.C. EDGE (UNBLOCKED) AND 10d @ 10" O.C. FIELD AND MST60 PER CHORD SPLICE. 7. ROOF DIAPHRAGM SHALL UTILIZE 1/2" CDX (P.I. 32/16) NAIL W/ 8d @ 6" O.C. EDGE (UNBLOCKED) AND 8d @ 12" O.C. FIELD AND MST37 PER CHORD SPLICE. 8. ROOF DIAPHRAGM NAILING TO INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. 9. FULL HEIGHT STUDS SHALL BE USED ON EXTERIOR WALLS OF ROOMS WITH VAULTED CEILINGS. 10. MAXIMUM FLOOR-TO-FLOOR HEIGHT SHALL NOT EXCEED 11'-7". BEARING WALL HEIGHT SHALL NOT EXCEED A STUD HEIGHT OF 10'-0". 11. SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS. 12. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. 13. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX NAILS. 14. JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. 15. ALL HOLDOWNS REQUIRE POST (REFER TO 2/SD1 HOLDOWN TABLE FOR MIN POST SIZE). 16. ALL 4x BEAMS REQUIRE 4x4 MINIMUM POST (UNO). 17. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS. 18. HOLDOWNS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 19. PLYWOOD SHALL HAVE FRAMING OR BLOCKING AT ALL COVERING THE WALL FRAMING. 20. ALL EXTERIOR WALLS AND WOOD FRAMED CHIMNEYS MUST BE SHEATHED WITH SHEAR PANEL 1 (UNO). 21. ALL HOLDOWN POSTS SHALL RECEIVE BOUNDARY NAILING OF SHEAR PANEL. 22. NAILS IN PLYWOOD SHALL NOT BE OVERDRIVEN SUCH THAT THE NAIL HEADS PENETRATE THE FACE PLY BY MORE THAN THE THICKNESS OF THE NAIL HEAD OR BREAK THE FACE-PLY NAILS. 23. PLYWOOD OF ALL INTERIOR SHEAR PANELS TO BE EXTENDED UP TO ROOF. FOOTNOTES FOR FASTENING SCHEDULE 1. NAILS SPACED AT 6" AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. 2. SPACING SHALL BE 6" O.C. ON THE EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). 3. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. 4. FASTENERS FOR PRESERVATIVE-TREATED OR FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A- 153. [TABLE 2304.10.1] FASTENING SCHEDULE (MINIMUM REQUIREMENT) CONNECTION FASTENING LOCATION ROOF 1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW 3-8d COMMON (212" x 0.131"); 3-10d BOX (3" x 0.128"); 3-3" x 0.131" NAILS EACH END, TOENAIL BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS 2-8d COMMON (212" x 0.131"); 2-3" x 0.131" NAILS EACH END, TOENAIL 2-16d COMMON (312" x 0.162"); 3-3" x 0.131" NAILS END NAIL FLAT BLOCKING TO TRUSS AND WEB FILLER 16d COMMON (312" x 0.162") @ 6" O.C.; 3" x 0.131" NAILS @ 6" O.C. FACE NAIL 2. CEILING JOISTS TO TOP PLATE 3-8d COMMON (212" x 0.131"); 3-10d BOX (3" x 0.128"); 3-3" x 0.131" NAILS EACH JOIST, TOENAIL 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST) (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 3-8d COMMON (212" x 0.131"); 4-10d BOX (3" x 0.128"); 4-3" x 0.131" NAILS FACE NAIL 4.CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOIST) (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) PER TABLE 2308.7.3.1 FACE NAIL 5.COLLAR TIE TO RAFTER 3-8d COMMON (212" x 0.131"); 4-10d BOX (3" x 0.128"); 4-3" x 0.131" NAILS FACE NAIL 6. RAFTER OR ROOF TRUSS TO TOP PLATE (SEE SECTION 2308.7.5, TABLE 2308.7.5) 3-10d COMMON (3" x 0.148"); 3-16d BOX (312" x 0.135"); 4-10d BOX (3" x 0.128"); 4-3" x 0.131" NAILS TOENAILc 7.ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2x RIDGE BEAM 2-16d COMMON (312" x 0.162"); 3-10d BOX (3" x 0.128"); 3-3" x 0.131" NAILS END NAIL 3-10d COMMON (3" x 0.148"); 3-16d BOX (312" x 0.135"); 4-10d BOX (3" x 0.128"); 4-3" x 0.131" NAILS TOENAIL WALL 8.STUD TO STUD (NOT AT BRACED WALL PANELS)16d COMMON (312" x 0.162")24" O.C. FACE NAIL 10d BOX (3" x 0.128"); 3" x 0.131" NAILS 16" O.C. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS) 16d COMMON (312" x 0.162")16" O.C. FACE NAIL 16d BOX (312" x 0.135")12" O.C. FACE NAIL 3" x 0.131" NAILS 12" O.C. FACE NAIL 10.BUILT-UP HEADER (2x TO 2x HEADER)16d COMMON (312" x 0.162")16" O.C. EACH EDGE, FACE NAIL 16d BOX (312" x 0.135")12" O.C. EACH EDGE, FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d COMMON (212" x 0.131"); 4-10d BOX (3" x 0.128")TOENAIL 12. TOP PLATE TO TOP PLATE 16d COMMON (312" x 0.162")16" O.C. FACE NAIL 10d BOX (3" x 0.128"); 3" x 0.131" NAILS 12" O.C. FACE NAIL 13. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d COMMON (312" x 0.162"); 12-3" x 0.131" NAILS; 12-10d BOX (3" x 0.128") EACH SIDE OF END JOINT, FACE NAIL (MIN. 24" LAP SPLICE LENGTH) 14.BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16d COMMON (312" x 0.162")16" O.C. FACE NAIL 16d BOX (312" x 0.135"); 3" x 0.131" NAILS 12" O.C. FACE NAIL 15.BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING AT BRACED WALL PANELS 2-16d COMMON (312" x 0.162"); 4-3" x 0.131" NAILS; 3-16d BOX (312" x 0.135") 16" O.C. FACE NAIL 16. STUD TO TOP OR BOTTOM PLATE 4-8d COMMON (212" x 0.131"); 4-10d BOX (3" x 0.128"); 4-3" x 0.131" NAILS TOENAIL 2-16d COMMON (312" x 0.162"); 2-10d BOX (3" x 0.128"); 3-3" x 0.131" NAILS END NAIL 17.TOP OR BOTTOM PLATE TO STUD 2-16d COMMON (312" x 0.162"); 3-10d BOX (3" x 0.128"); 3-3" x 0.131" NAILS END NAIL 18. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON (312" x 0.162"); 3-10d BOX (3" x 0.128"); 3-3" x 0.131" NAILS FACE NAIL 19. 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON (212" x 0.131"); 2-10d BOX (3" x 0.128"); 2-3" x 0.131" NAILS FACE NAIL 20. 1" x 6" SHEATHING TO EACH BEARING 2-8d COMMON (212" x 0.131"); 2-10d BOX (3" x 0.128")FACE NAIL 21. 1" x 8" AND WIDER SHEATHING TO EACH BEARING 3-8d COMMON (212" x 0.131"); 3-10d BOX (3" x 0.128")FACE NAIL FLOOR 22. JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d COMMON (212" x 0.131"); 3-3" x 0.131" NAILS; FLOOR 3-10d BOX (3" x 0.128") TOENAIL 23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 8d COMMON (212" x 0.131"); 10d BOX (3" x 0.128"); 3" x 0.131" NAILS 6" O.C., TOENAIL 24. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (212" x 0.131"); 2-10d BOX (3" x 0.128")FACE NAIL 25. 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (312" x 0.162")FACE NAIL 26.2" PLANKS (PLANK & BEAM - FLOOR & ROOF)2-16d COMMON (312" x 0.162")EACH BEARING, FACE NAIL 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4" x 0.192")32" O.C., FACE NAIL AT TOP & BOT STAGG. ON OPPOSITE SIDES 10d BOX (3" x 0.128"); 3" x 0.131" NAILS 24" O.C. FACE NAIL AT TOP & BOT STAGG. ON OPPOSITE SIDES AND: 2-20d COMMON (4" x 0.192"); 3-10d BOX (3" x 0.128"); 3-3" x 0.131" NAILS ENDS AND AT EACH SPLICE, FACE NAIL 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON (312" x 0.162"); 4-10d BOX (3" x 0.128") 4-3" x 0.131" NAILS EACH JOIST OR RAFTER, FACE NAIL 29. JOIST TO BAND JOIST OR RIM JOIST 3-16d COMMON (312" x 0.162"); 4-10d BOX (3" x 0.128"); 4-3" x 0.131" NAILS END NAIL 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS 2-8d COMMON (212" x 0.131"); 2-10d BOX (3" x 0.128"); 2-3" x 0.131" NAILS EACH END, TOENAIL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING a 31.38" - 12"6d COMMON OR DEFORMED (2" x 0.113") (SUBFLOOR AND WALL) 6" EDGE 12" INTERMEDIATE SUPPORTS 8d BOX OR DEFORMED (212" x 0.113") (ROOF) 238" x 0.113" (SUBFLOOR AND WALL) 32.1932" - 34"8d COMMON (212" x 0.131") 6d DEFORMED (2" x 0.113") 6" EDGE 12" INTERMEDIATE SUPPORTS 33.78" - 114"10d COMMON (3" x 0.148") 8d DEFORMED (212" x 0.131") 6" EDGE 12" INTERMEDIATE SUPPORTS OTHER EXTERIOR WALL SHEATHING 34.12" FIBERBOARD SHEATHING b 112" GALVANIZED ROOFING NAIL (716" HEAD DIAMETER)3" EDGE 6" INTERMEDIATE SUPPORTS 35.2532" FIBERBOARD SHEATHING b 134" GALVANIZED ROOFING NAIL (716" HEAD DIAMETER)3" EDGE 6" INTERMEDIATE SUPPORTS WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36.34" AND LESS 8d COMMON (2 12" x 0.131") 6d DEFORMED (2" x 0.113") 6" EDGE 12" INTERMEDIATE SUPPORTS 37.78" - 1"8d COMMON (212" x 0.131") 8d DEFORMED (212" x 0.131") 6" EDGE 12" INTERMEDIATE SUPPORTS 38.118" - 114"10d COMMON (3" x 0.148") 8d DEFORMED (212" x 0.131") 6" EDGE 12" INTERMEDIATE SUPPORTS PANEL SIDING TO FRAMING 39.12" AND LESS 6d CORROSION-RESISTANT SIDING (178" x 0.106") 6d CORROSION-RESISTANT CASING (2" x 0.099") 6" EDGE 12" INTERMEDIATE SUPPORTS 40.58"8d CORROSION-RESISTANT SIDING (238" x 0.128") 8d CORROSION-RESISTANT CASING (212" x 0.113") 6" EDGE 12" INTERMEDIATE SUPPORTS INTERIOR PANELING 41.14"4d CASING (112" x 0.080") 4d FINISH (112" x 0.072") 6" EDGE 12" INTERMEDIATE SUPPORTS 42.38"6d CASING (2" x 0.099") 6d FINISH (PANEL SUPPORTS AT 24") 6" EDGE 12" INTERMEDIATE SUPPORTS IN T E R I O R R E N O V A T I O N RA Y L I U A S S O C I A T E S , C O R P . 34 5 2 E A S T F O O T H I L L B O U L E V A R D , S U I T E 6 2 0 PA S A D E N A , C A 9 1 1 0 7 T. 6 2 6 - 5 2 9 - 3 8 5 8 F . 6 2 6 - 5 2 9 - 3 4 6 8 E M A I L : R A Y @ R A Y L I U A S S O C I A T E S . C O M IN T E R I O R R E N O V A T I O N RA Y L I U A S S O C I A T E S , C O R P . 34 5 2 E A S T F O O T H I L L B O U L E V A R D , S U I T E 6 2 0 PA S A D E N A , C A 9 1 1 0 7 T. 6 2 6 - 5 2 9 - 3 8 5 8 F . 6 2 6 - 5 2 9 - 3 4 6 8 E M A I L : R A Y @ R A Y L I U A S S O C I A T E S . C O M IN T E R I O R R E N O V A T I O N RA Y L I U A S S O C I A T E S , C O R P . 34 5 2 E A S T F O O T H I L L B O U L E V A R D , S U I T E 6 2 0 PA S A D E N A , C A 9 1 1 0 7 T. 6 2 6 - 5 2 9 - 3 8 5 8 F . 6 2 6 - 5 2 9 - 3 4 6 8 E M A I L : R A Y @ R A Y L I U A S S O C I A T E S . C O M ST R U C T U R A L D E T A I L S IN T E R I O R R E N O V A T I O N RA Y L I U A S S O C I A T E S , C O R P . 34 5 2 E A S T F O O T H I L L B O U L E V A R D , S U I T E 6 2 0 PA S A D E N A , C A 9 1 1 0 7 T. 6 2 6 - 5 2 9 - 3 8 5 8 F . 6 2 6 - 5 2 9 - 3 4 6 8 E M A I L : R A Y @ R A Y L I U A S S O C I A T E S . C O M THE MANOR 41 HUNTINGTON DR. ARCADIA, CA 91006 SHAMBRA RESTAURANTCONSULTING 2352 S. Robertson Boulevard Los Angeles, CA 90034 (3 IQ) 204-1201 (310)204-2528 shamojo@aofxom HEALTH DEPT NOTES HOT WATER RESHEET INDEX THE FOLLOWING HOT WATER CONSUMPTION VOLUMES FOR EACH FIXTURE HAVE BEEN USED TO DETERMINE THE POWER INPUT FOR THE HOT WATER HEATER. SHT# DESCRIPTION1.ALL PERISHABLE FOOD SHALL BE HELD AT, OR BELOW, 41 DEGREES FAHRENHEIT OR ABOVE, 140 DEGREES FAHRENHEIT AT ALL TIMES. ALL EQUIPMENT SHALL BE PLACED ON MINIMUM SIX (6) INCH HIGH, EASILY CLEANABLE LEGS OR ON A FOUR (4) INCH HEIGHT CONTINUOUSLY COVERED CURB, OR ON APPROVED CASTERS, OR CANTILEVERED FROM THE WALL IN AN APPROVED MANNER. 8. ISSUE DATES TITLE SHEET FIRST FLOOR RCP EQUIPMENT FLOOR PLAN EQUIPMENT SCHEDULE PLUMBING ROUGH-IN PLAN ELECTRICAL ROUGH-IN PLAN SPECIAL CONDITIONS PLAN EQUIPMENT ELEVATIONS EXHAUST HOOD SHOP DRAWINGS T12.A THERMOMETER, ACCURATE TO PLUS OR MINUS 2 DEGREES FAHRENHEIT, SHALL BE PROVIDED FOR EACH REFRIGERATED UNIT. THERMOMETERS SHALL BE AFFIXED, READILY VISIBLE AND TEMPERATURE READING SHALL BE FROM WARMEST PART OF REFRIGERATED UNIT. DescriptionNo.DateRESTAURANT/BARA121 A XXXX XXXXK1ALL WALL AND CEILING FINISHES IN FOOD PREP/STORAGE, CHANGE ROOM, RESTROOMS, BAR WALLS ADJACENT TO SINKS OR SERVICE AREAS SHALL HAVE SMOOTH NON ABSORBENT WASHABLE SURFACES AND SHALL BE LIGHT IN COLOR WITH A 70% LIGHT REFLECTIVE VALUE. 9.MOP SINK 1 @ 15 =15K2-K2.1 DISHWASHER PRE-RINSE SINK 1 @ 41 =413.ALL NEW EQUIPMENT SHALL MEET NATIONAL SANITATION FOUNDATION STANDARDS. ALL EXISTING OR USED EQUIPMENT SHALL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR BE APPROVED FOR USE BY ENVIRONMENTAL HEALTH DEPARTMENT ENFORCEMENT OFFICER. K3 1 @45 =45K44.ALL CUSTOMER EATING AND DRINKING UTENSILS WILL BE REUSABLE TABLEWARE. 10.HAND SINK 3@ 5 =5K5 3-COMP SINK 1 @45 =45K6 TOILET ROOMS WILL BE VENTED TO THE OUTSIDE BY MEANS OF A LIGHT SWITCH ACTIVATED EXHAUST FAN. 5.11.PREPARATION SINK ASSEMBLY SHALL BE PROVIDED AND SHALL HAVE AN INDIRECT CONNECTION TO A FLOOR SINK WITH A MINIMUM 1" AIR GAP.2@ 10PREP SINKK7 - K7.3 =10 BAR 3-COMP SINK 1 @42 =42 6.POT SINK ASSEMBLIES SHALL INCLUDE THREE SINK BOWLS AND INTEGRAL DUAL DRAINBOARDS. SINK COMPARTMENTS, SHALL BE A MINIMUM OF 18" X 18" X 12" DEEP AND SHALL ACCOMMODATE THE LARGEST UTENSIL TO BE WASHED. DRAINBOARDS SHALL BE EQUAL TO THE LARGEST SINK COMPARTMENT. LIGHTING: ALL EXTERIOR AND RESTROOM DOORS ARE SELF-CLOSING.12.)BAR HAND SINK =5 )RESTROOM LAV.3 @ 5MAKE-UP AIR SHALL BE 100% REPLACEMENT OF EXHAUST.=1513. TOTAL = 243HOOD WILL BE ELECTRONICALLY INTERLOCKED WITH THE MAKE-UP AIR.14.7. A.ALL FOOD PREPARATION AREAS, ALL DISHWASHING AREAS, AND ALL BAR AND FOUNTAIN GLASS WASHING SINKS (EXCEPT WHERE ALCOHOLIC BEVERAGE UTENSILS ARE WASHED), SHALL BE PROVIDED WITH AT LEAST 20 FOOT-CANDLES OF LIGHT, AS MEASURED 3- INCHES ABOVE THE FLOOR. ALL EXTERIOR WINDOWS SHALL BE FIXED AND INOPERABLE.15.(GPH)243 X (50 DEGREE RISE) 50 (LBS) 8.33/(EFF).75=(BTU) 132,949 BTU.PROJECT FLOORS SHALL BE SMOOTH UNDER EQUIPMENT.16.WATER HEATER SHALL BE BRADFORD WHITE MODEL EF-100T-150E-R3N NG. 100 GAL. STORAGE 150 KBTU THERMAL EFFICEINT 97 % OR EQUIVALENT. ALL LAVATORIES / HANDSINKS FOR CUSTOMERS AND EMPLOYEES ARE PLUMBED WITH MINIMUM 100 HOT AND COLD RUNNING WATER UNDER PRESSURE. 17.B.FOOD AND UTENSIL STORAGE ROOMS, REFRIGERATION STORAGE, TOILET ROOMS, AND DRESSING ROOMS SHALL BE PROVIDED WITH AT LEAST 10 FOOT-CANDLES OF LIGHT. C.PROVIDE ADEQUATE LIGHTING IN THE FOLLOWING: 50 FOOTCANDLES - FOOD PREPARATION AREAS. 20 FOOTCANDLES - RESTROOMS, UTENSIL WASHING AREA. 10 FOOTCANDLES - WALK-IN COOLER / FREEZER, WINE ROOM, DRY FOOD STORAGE AREA, MOP SINK ROOM, CHANGE ROOM. a. b. c.C£FINISH SCHEDULE cmCOOQ oFIXTURE AND/OR BULBS SHALL BE SHIELDED, COATED OR OTHERWISE SHATTER-RESISTEANT BULBS ABOVE FOOD PREPARATION, OPEN FOOD STORAGE AND WARE-WASHING AREAS.OcmLUNOTES<o CDoLJUWALLS AND CEILING IN KITCHEN AREAS SHALL HAVE A MINIMUM 70% LIGHT REFLECTIVE VALUE. cmoCOcm H < LU <<ooLUc cm LU oocmoLU oCLoLUocm<cm cm<c ocm >ooCL Q-cm o cmCDTYPELU <CO <LU oo<LUcm HoQOCDCOQ_COcoCL QLU<Q_PROJECT DATAUNIFORM BLDG CODE o SOLID SURFACE STONE OcmLU < ooCONSTRUCTION TYPE:T.l.SECTION 704.3 CERAMIC TILESSQUARE FOOTAGE:XXXX SQ. FT.COcmPOT SINKS, SCULLERY SINKS, WAREWASHING SINKS, SILVERWARE SINKS, COMMERCIAL DISHWASHING MACHINES, SILVERWARE-WASHING MACHINES, AND OTHER SIMILAR FIXTURES SHALL BE CONNECTED DIRECTLY TO THE DRAINAGE SYSTEM. A FLOOR DRAIN SHALL BE PROVIDED ADJACENT TO THE FIXTURE, AND THE FIXTURE SHALL BE CONNECTED ON THE SEWER SIDE OF THE FLOOR DRAIN TRAP, PROVIDED THAT NO OTHER DRAINAGE LINE IS CONNECTED BETWEEN THE FLOOR DRAIN WASTE CONNECTION AND THE FIXTURE DRAIN. THE FIXTURE AND FLOOR DRAIN SHALL BE TRAPPED AND VENTED AS REQUIRED BY THIS CODE. ooNUMBER OF EMPLOYEES PER SHIFT:XX PERSONS u_QUARY TILE 6X6 GREY STAINLESS STEEL 3/8" COVE BASE.ISITE MAP X 6" H DALTILE #536C9 COVE BASE PORCELAIN BASE W/ 3/8" RADIUS INTEGRAL BASE MATCHING FLR. LIGHT GREY CD NOTE: S/S COVE BASE AT MOP SINK SHEET TITLECiirnl:T vi----------------T r*e c isfyj A/fHi Hut Vepj =nd -irJiith: h* a'l-: QUARY TILE BASE 6"H INTEGRAL MIN. 3/8 RADIUS TITLE SHEETCOC%■-rt-I LUHCO -x>iu.not .st CD 00Rr*> •o :i Gjujrii !f/tAtEifrr32" VTR ———5 ^SlpSt i* ^fMsttxctei-Sca ' uFAjiii-FRP WHITE rn'it VFIXTURE VENT DRAWING I.D.Wbeele* Aw '3-COMP. SINK HLn S/S WALL FLASHING4J4 €*Project No.rijrfl" Pi”COi Date 11.04.231*1 i S/S WALL FLASHING (EXTERIOR COOLER)r-{ Vi j [! i n c|! c n t i I < . CJUtba^h LtE3JjlOUT€ ‘a*®--*-,Drawn2 1/2" CO NITZ yk % ‘-iv-srLi njL-n Ejaena Arcadia STUCCO EMBOSSED GALVANIZED METAL■j!i Scalei f 2" CO A* r a>Ha-Uni*FLOOR DRAIN SHEET NO.AiCWiitf CChJtify P^rX - V ■lv±L J±WHITE SEMI-GLOSS GYP BOARD BAR WALL ABOVE 42'2 2 \2"\3" 3’M !i-•j U!oTRAP PRIMER INLET HARD LID W/ SEMI GLOSS GYP BOARDA c.s Callffln CO T-BAR PANEL W/ CLEANABLE TILESi 1 Knni^. A =r 3 (3- ‘ hcliabi 1kJS LJU#o STUCCO EMBOSSED GALVANIZED METAL WHITE3 5-rrrHii AntTa tiolf u-ourEE nramnflfi'SI’ISSUE DATE: 03.11.2024 Ci'i KEYNOTES-RCP KEYNOTE# HEAVY-DUTY T-BAR ACOUSTIC CEILING01 HARD LID DROPPED CEILING02 & Associates INC.Architecture + Interior Design NEO & Associates 2115 Huntington Drive San Marino, CA 91108 626.590.1818 1mmE LEGEND I EXHAUST FAN - ENERGY STAR RATED, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, CONTROLLED BY A HUMIDITY CONTROL - WHISPER RECESSED ARCHITECTURAL GRADE 80CFM CEILING FLUSH MOUNT DIMMABLE VENTILATION EXHAUST FAN WITH LED LIGHT, 2700K. MIN. 50 CFM. t l oSMOKE DETECTOR cno CARBON MONOXIDE DETECTOR CDo < OCDoD > LIGHTING FIXTURE TAG##o>2 <CLG. HGT.o oCEILING HEIGHT TAG /03 T3CODo111< <0£QHc0! (0 O ui O COc DC 3 DC IUILIGHT FIXTURE SCHEDULE HMARK:DESCRIPTION:MANUFACTURER:MODEL:WATTAGE:TEMPERATURE: L16" LED RECESSED CANGOTHAM6" EVO8.8W3,000k 0 3mm MARK:DESCRIPTION: LED STRIPMANUFACTURER: BYCONTRACTOR MODEL:WATTAGE:TEMPERATURE: 3,000k L2 NO. DESCRIPTION DATE7%T pc #2 12/21/23 52W MARK:DESCRIPTION: SECURESEAL 2*4 IP65 (HC04)MANUFACTURER: METALUMEN HC04 L3 MODEL:WATTAGE:TEMPERATURE:55W3,000k NOTES xxxx ai SHEET TITLE FIRST FLOOR RCP Issue DateDate Issued < O 00oA121O ■<1-CNO 00SCALE1FIRST FLOOR RCP CM 1/4" = T-0' - fpr^'s- RESTAURANT CONSULTING 2352 S. Robertson Boulevard igeles, CA 90034 (310) 204-1201 Ir ad.com ■ A200 -A2 ISSUE DATES DescriptionDateNo.CHXHDQDCQQD QD(22)( 23 )109 xxxxxxxxPULLSTATION71z...I 2424 ------if)—(fr--if)'------------ i i i \-CUD SOILEDC 22 y dPREP SINK COUNTY OF LOS ANGELES - DEPARTMENT OF PUBLIC HE \LTH ENVIRONMENTAL HEALTH - PLAN CHECK PROGRAfv _ THE PROPOSED CONSTRUCTION/EQUIPMENT INSTALLATI 3N C21 IQDOD26 IS GD O sAPPROVED:s JBISIL3oo1854I 0 TYPE OF FACILITY/SERVICE REQUEST#o O mzzmzzmLQD 3iHODQDQD% i < <8 )CATE: r~\//i r 1QDi /ii 2154-QD-I:f 1 l.fr-QD QDI8601860QDi nC I I final inspection and APPROVAI are required prior to beginning operating. The Department requires AT LEAST THRFF WORKING DAYS PRIOR notice to I «/685:(33/R2)■PROJECTK6I SERVICEfROD QD- ' ' QD ( 72 )— L .-jJ arrange{ 56COOLER for final inspection.C I I □l PRIVATE 1r 'lli 21541QD:\KITCHEN1 —KQD /\WARNING!! IT IS MISDEMEANOR VIOLA MON TO BEGIN OPERATION WITHOUT A FINAL INSPECTION AND VALID HEALTH PERMIT. YOUR HEALTH PERMIT WILL BE ISSUED BY THE L.A. COUNTY HEALTH OFFICER AT THE JOB SITE REMODELED AREAS OF EXISTING FOOD FACILITY MUST ALSO HAVE A FINAL INSPECTION T18601860( 33/R1 I;;/Il11 PASS/T-QD fPICK-UPL. _.J—( 38L )— i | ----------------5pREMOTE COMPRESSOR I IQD+iVERIFY LOCATION I Opi l _____i > QQ3/LOS ANGELES COUNTY DEPARTMENT OF PUBLIC HEALTH PLAN CHECK PROGRAM 5050 COMMERCE DRIVE BALDWIN PARK. CA 9170S (626) 430-5560 cry//////////m^^ COOQoo O 05STARTING construction “■‘SS-43EFOREA Building PermitYour Building And < <o oFromiiU..L <LOS ANGELES COUNTY DEPARTMENT OF PUBLIC HEALTH PLAN CHECK PROGRAM 5050 COMMERCE DRIVE BALDWIN PARK, CA 91706 (626) 430-5530 QLU<oXO' <f ADA RESTROOM BARPLAN NOTE L it--Ujliiiliiiiiiiili MEASUREMENTS ON THIS PLAN HAVE BEEN SECURED BY F.S.E.C. FROM AVAILABLE INFORMATION, BUT F.S.E.C. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH MEASUREMENTS. ALL FABRICATORS, CONTRACTORS, AND OTHERS UTILIZING THESE PLANS IN CONNECTION WITH THIS JOB ARE RESPONSIBLE FOR, AND MUST VERIFY, THE ACTUAL MEASUREMENTS WITH WHICH THEY ARE CONCERNED ON THE JOB. INDICATED PLUMBING AND ELECTRICAL INFORMATION AND OUTLETS ARE FOR THE SOLE PURPOSE OF INDICATING THE REQUIREMENTS OF FIXTURES AND EQUIPMENT, AND F.S.E.C. IS NOT RESPONSIBLE FOR THE ENGINEERING THEREOF OR FOR ANY PLUMBING OR ELECTRICAL FITTINGS WORK AND/OR CONNECTIONS, UNLESS OTHERWISE SPECIFICALLY PROVIDED FOR IN THE PLANS AND SPECIFICATIONS. F.S.E.C. ASSUMES NO RESPONSIBILITY FOR WORK DONE BY CONTRACTORS, NOR FOR ANY CHANGES MADE NECESSARY BY LOCAL BUILDING CODES, ORDINANCES, STRUCTURAL CONDITIONS, OR BY THE SUBSTITUTION OR CHANGES IN EQUIPMENT SHOWN ON THIS PLAN. CONTRACTORS ARE TO MAKE ALLOWANCES FOR ELBOW, TRAPS, ETC., AND ARE TO MAKE FINAL CONNECTIONS ON THE JOB, SUPPLYING ALL NECESSARY VALVES, TRAPS, STEAM TRAPS, FAUCETS, STARTING SWITCHES FOR MOTORS, ETC., EXCEPT WHERE SPECIFICALLY NOTED IN THE SPECIFICATIONS. THIS PLAN MUST BE VERIFIED AND APPROVED BY OWNER BEFORE DETAILING AND/OR FABRICATION CAN BE STARTED. REFERENCE IS MADE TO THE GENERAL NOTES WHICH ARE A PART OF THESE PLANS, AND ALL FABRICATORS, CONTRACTORS AND OTHER PERSONS UTILIZING THESE PLANS ARE ADVISED THAT THEY ARE RESPONSIBLE FOR EXAMINING AND BECOMING FAMILIAR WITH SAID GENERAL NOTES BEFORE COMMENCING ANY WORK HEREUNDER. ANY INCONSISTENCIES BETWEEN THESE PLANS AND THE GENERAL NOTES OR BETWEEN THESE PLANS, THE GENERAL NOTES AND LOCAL BUILDING CODES OR ORDINANCES, MUST BE IMMEDIATELY CALLED TO THE ATTENTION OF F.S.E.C. IN WRITING, SO THAT SUCH INCONSISTENCIES CAN BE RESOLVED. THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF F.S.E.C. AND MAY NOT BE REPRODUCED OR USED BY ANYONE, EITHER ALL OR IN PART, WITHOUT FIRST SECURING THE WRITTEN PERMISSION OF F.S.E.C.. SHEET TITLE ! EQUIPMENT PLANTQD® i(1A.DRAWING I.D.I I Project No.I02IF ffl Date 11.04.23ADA RESTROOM Drawn/NITZ□ □I I IWAITING ROOM Scaleii SHEET NO. ISSUE DATE: 03.11.2024 SHAMBRAEQUIPMENT SCHEDULENOTES RESTAURANTCONSULTING1. F.S.E.C. PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING OUTLET LOCATIONS AND EQUIPMENT REQUIREMENTS ONLY AND DO NOT RELIEVE THE GENERAL CONTRACTOR, SUB-CONTRACTOR, PLUMBERS AND ELECTRICIANS, AND ALL OTHER TRADES INVOLVED IN THE RESPONSIBILITY OF COMPLYING WITH ALL APPLICABLE CODES. ELECTRICALEQUIPMENTPLUMBING ITEMMBTUAFFREMARKSVOLTS PHMAKEHW CW I.W. D.W.AFF GAS KW AMPS HP CONN AFFITEM DESCRIPTION MODEL INST AFF REMARKSQTYFURN MARS AIR SYSTEMAIR CURNTAIN LPN236-1UA-OB11 115 1KEC KEC 1/6 D 110'2352 S, Robertson Boulevard Los Angeles, CA 90034 (310) 2(34-1201 (310) 204-2528 shamoio@aol.com IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR GENERAL CONTRACTOR TO INSURE THAT F.S.E.C. RECEIVES COPIES OF ALL ADDENDUMS AND CHANGES TO BUILDING PLANS, WHICH ARE MADE PRIOR TO AND DURING CONSTRUCTION. IN THE EVENT THAT THIS INFORMATION IS NOT DELIVERED TO F.S.E.C., OWNER WILL BE RESPONSIBLE FOR ALL COSTS INCURRED BY THE FAILURE TO GIVE F.S.E.C. THIS INFORMATION. 2.GSW USA2 3 LOCKER ELS-6DR KEC KEC WIRE SHELVING THUNDER GROUP CMSV247283 KEC KEC 1880 HOSPITALITY FSSEC24604 KEC KEC MOP SINK WITH COVE BASE 6'GSW USA 407310051 KEC KEC 2 3.GENERAL CONTRACTOR TO PROVIDE NECESSARY CORE DRILLINGS, SLEEVES AND CONDUITS FOR REFRIGERATION, BEVERAGE AND SODA GAS LINES. CONDUITS SHALL BE ROUND NON-METALLIC AND DIAMETER AS SHOWN ON THESE PLANS. MINIMUM BENDING RADIUS 24" AND NO FACTORY "L S" PERMITTED. CARLISLE 40731006 KEC KEC ISSUE DATES S/S WALL FLASHING, MOP SINK S/S FABRICATE CUSTOM71 KEC KEC DescriptionDateNo.FISHERSERVICE FAUCET 197988 1 KEC KEC 1/2’ 1/21 18'GENERAL CONTRACTOR SHALL PROVIDE PROPER BACKING FOR ALL HUNG EQUIPMENT, SHELVING, ETC. AS INDICATED ON F.S.E.C. PLAN. ALL CANTILEVER BRACKETS FOR TABLES AND STOOL SEATS OR OTHER EQUIPMENT TO BE PROVIDED BY F.E.C. BUT INSTALLED BY GENERAL CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS AND DIMENSIONS PROVIDED BY F.E.C. GENERAL CONTRACTOR TO PROVIDE PROPER BACKING SUPPORT FOR BRACKETS. 4.A xxxxxxxxSHELVING, WALL MOUNTED GSW USA9 WS-W12241 KEC KEC 10-12 SPARE NUMBER PC TO RUN INDIRECT WASTE TO FSSOILED DISH TABLE GSW USA13 DT72S-R1 KEC KEC 1-1/2' 5.DISHTABLE SORTING SHELF GSW USAGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GENERAL CLEAN UP AND DISPOSAL OF ALL TRASH, CARTONS, CRATES, DEBRIS, ETC., AFTER FINAL INSTALLATION OF ALL FIXTURES. 14 DT-WS24421 KEC KEC PRE-RINSE FAUCET FISHER15 1 52922 KEC KEC 1/2' 1/2' 18' PC TO RUN INDIRECT WASTE TO FSDISHWASHERCMA DISHMACHINES16 E-AH 1151 1 16.0KECKEC1/2'18'2 1 D 48"PLUMBING AND/OR ELECTRICAL CONNECTIONS, INTERNAL WIRING, AND PLUMBING HOOKUP OF EQUIPMENT AND FIXTURES INDICATED ON THESE PLANS ARE NOT PART OF F.E.C.'S CONTRACT AND ARE TO BE DONE BY OTHERS. 6. EXHAUST HOOD CAPTIVE-AIRE VAPOR HOOD17 1 KEC KEC S/S HOOD TRIM AND CLOSURE PANEL S/S FABRICATE CUSTOM18 1 KEC KECGENERAL CONTRACTOR TO CUT OR PROVIDE HOLES THROUGH CEILING, ROOF AND WALLS FOR DUCTS, ETC. IN ACCORDANCE WITH DUCT SIZES SPECIFIED BY FSEC PLAN. GENERAL CONTRACTOR ALSO TO PROVIDE ALL DUCT FIRE SEPERATION ENCLOSURES, WRAPPINGS, ETC., AS MAY BE REQUIRED BY LOCAL BUILDING AND FIRE CODES. 7. PC TO RUN INDIRECT WASTE TO FSS/S 3-COMPT. SINK / CLEAN DISH TABLE COMBO S/S FABRICATE CUSTOM19 1 KEC KEC 1-1/2' SHELVING, WALL MOUNTED GSW USA WS-W147220 1 KEC KEC DRAIN, LEVER / TWIST WASTE FISHER 2234921 5 KECKEC INSULATION OF BUILDING WALLS FOR LOW TEMPERATURE AND NORMAL TEMPERATURE REFRIGERATION WILL BE DONE BY GENERAL CONTRACTOR, IF SHOWN AS BUILT IN ON PLAN. 8.FISHERFAUCET CONTROL VALVE 6154922 4 KEC KEC 1/2' 1/2' 18' WIRE SHELVING THUNDER GROUP CMSV2424231 KEC KEC SPRINKLER HEADS IN FREEZER BOXES WILL BE ADEQUATELY PROTECTED AGAINST FREEZING UP BY GENERAL CONTRACTOR.9.PC TO RUN INDIRECT WASTE TO FSS/S PREP SINKTABLE S/S FABRICATE24 1 CUSTOM KEC KEC 1-1/2'PROJECTGSW USASHELVING, WALL MOUNTED WS-W144825 4 KEC KEC 10. MAKEUP AIR SHALL BE DELIVERED IN THE PROXIMITY OF THE EXHAUST SYSTEM IN A MANNER NOT TO CREATE UNDUE AIR TURBULENCE IN THE WORK AREA. MAKEUP AIR SYSTEM SHALL BE CAPABLE OF DELIVERING AIR AT 80 DEGREES OR PER LOCAL CODES. GSW USA3 HAND SINK HS-1217TS26 KEC 1/2'18'1-1/2'KEC 1/2' SPARE NUMBER27-3C WALK-IN COOLER/FREEZER COMBO AIR COOLER CUSTOM 12031 1 KEC KEC 1 15.0 D DFC11. UNLESS OTHER PROVISIONS ARE MADE AND/OR INDICATED ON PLAN, GENERAL CONTRACTOR AND/OR AIR CONDITION CONTRACTOR TO PROVIDE TEMPERED MAKEUP AIR FOR EXHAUST HOODS IN ACCORDANCE WITH REQUIREMENTS INDICATED BY FSEC AND LOCAL CODES. SEE EXHAUST AND AIR MAKEUP PLAN. WIRE SHELVING THUNDER GROUP CMEP1860132 KEC KEC PC TO RUN INDIRECT WASTE TO FSREFRIGERATION SYSTEM, REMOTE AIR COOLER SEE AIRCOOLER DRAWINGS1TBD20820.0 1&233KEC KEC 1/2'1 D 12. MAKEUP AIR: THE MAKEUP AIR SYSTEM SHALL HAVE A SUFFICIENT CAPACITY TO MAKE UP 100 PERCENT OF THE AIR BEING EXHAUSTED AND SHALL BE BALANCED TO MAKE UP 50 PERCENT OF THAT AIR. MAKEUP AIR GRILLS SHALL BE DESIGNED FOR MAXIMUM OUTLET VELOCITY OF 400 FPM. SPARE NUMBER34-37 CAPTIVE-AIRE 120EXHAUST HOOD 55424ND-2-PSP-F 15.038R1KEC KEC 1 D 108' EXHAUST HOOD CAPTIVE-AIRE38L 1 55424ND-2-PSP-F KEC KEC 13. PROCEDURE FOR THE DESIGN OF ALL COMPRESSOR ROOMS: 1200 CRM'S OF AIR S/S HOOD TRIM AND CLOSURE PANEL S/S FABRICATE CUSTOM391 KEC KEC tr CDoQ oDOWN ACCROSS THE FACE OF COMPRESSORS WITH PROPER GRILLS IN WALLS TO EXHAUST SAME AMOUNT OF AIR. IF COMPRESSOR ROOM WILL EXCEED 100 DEGREES AT ANY TIME, THE AIR BROUGHT IN MUST BE COOLED. FIRE SUPRESSION SYSTEM CAPTIVE-AIRE401 TANK SP-3 KEC KEC o S/S WALL FLASHING, COOKLINE S/S FABRICATE CUSTOM41 1 KEC KEC o CD < BLUE HOSE GAS CONNECTOR KIT DORMONT42 5 1675KIT48 KEC KEC <14. WHERE COMPRESSORS ARE INSTALLED OUTSIDE OF BUILDING, PROPER HOUSING OVER UNITS IS TO BE FURNISHED BY THE REFRIGERATION CONTRACTOR WITH THE PROPER GRILLS, IF REQUIRED, TO MAINTAIN SUFFICIENT AIR MOVEMENT ACCROSS CONDENSERS. HOUSING AND GRILLS MUST COMPLY WITH LOCAL BUILDING CODES. CDOSPARE NUMBER43-4^ <49,000 PC TO RUN INDIRECT WASTE TO FSCOMBI OVEV, GAS RATIONAL ICP-6-HALF NG 12013/4'30'1 5.1 I-45 KEC KEC 3/4’ 18'2 48"D Q80,000 PC TO RUN INDIRECT WASTE TO FSPASTA COOKER ROSITO BISANI CPG1 HIGH 30'46 1 KEC 18'1-1/4’1/2'KEC 1/2’<oGSW USA PC TO COORDINATE GSW CUSTOMRANGE, WOK, GAS1 ARE-3-13-13-2047 KEC KECHEALTH NOTES a:110,000PITCOGAS FLOOR FRYER GS14-S481 3/4’30'<KEC KEC S/S FABRICATES/S FILLER TABLE CUSTOM49 1 KEC KEC1.EMPLOYEE CHANGE ROOM, RESTROOM AND DRY STORAGE ROOMS TO HAVE VENTED DOORS AND FANS.PUBLIC RESTROOMS SHALL HAVE LIGHT ACTIVATED "EXHAUST FAN". 236,000RANGE, 36", 6 OPEN BURNER GARLAND NEMA 5-15P50 1 G36-6R 30'120 1 3.4 16'3/4’PKEC KEC 40,000SALAMANDER BROILER GARLAND GIR36 30'51 1 3/4'KEC KEC2. 180,000RANGE, STOCK POT, GAS1 AMERICAN RANGE ARSP-18-2 30'52 KEC KEC 3/4' SPARE NUMBER53-5^ PC TO RUN INDIRECT WASTE TO FS1S/S PREP SINKTABLE S/S FABRICATE CUSTOM55 KEC KEC 1-1/2'ABBREVIATIONS REFRIGERATED WORKTOP TURBO AIR NEMA 5-15P2 PWR-48-N 115 1 6.556 1/6 P 16'KEC KEC S/S HOT WELL TABLE S/S FABRICATE CUSTOM57 1 KEC KECF.S.E.C. - FOOD SERVICE EQUIPMENT COMPANY- GENERAL CONTRACTOR- OWNER- FOOD EQUIPMENT CONTRACTOR - HORSEPOWER- KILOWATT -AMPS - HOT WATER- COLD WATER- WASTE- FLOOR SINK -EACH -CEILING-ABOVE FINISHED FLOOR G.C.HOT FOOD WELL UNIT, DROP-IN HATCO 208581HWBI-S2D 1 2.42 11.6 16'KEC KEC 1/6 DOW SHEET TITLEF.E.C.PANTRY FAUCET T&S BRASS591 B-0208 KEC KEC 1/2' 18’HP EQUIPMENTSCHEDULE DOUBLE PASS SHELF S/S FABRICATE CUSTOM601 KEC KECKW A HATCO GRAHL-48D3613 HEAT LAMP 120/208 1 2.44KEC KEC D 24'H.W. C.W.S/S FABRICATE CUSTOMS/S WALL CAPS62 2 KEC KECWFSSPARE NUMBER63-6^EA.CLG.DRAIN, FLOOR TROUGH HUD INDUSTRIES CUSTOM651 3'KEC KECA.F.F. PC TO RUN INDIRECT WASTE TO FSICE MAKER, CUBE STYLE MANITOWOC 208-23066IDT1500N 15.3 68'1 65' 3/4’1 DKEC KEC 3/8' DRAWING I.D.WATER FILTRATION SYSTEM, FOR ICE MACHINE EVERPURE67 1 EV932402 KEC KEC 3/4' 65’ S/S SERVICE STATION S/S FABRICATE CUSTOM68 1 KEC KEC Project No. PC TO RUN INDIRECT WASTE TO FSSODA ICE DISPENSER, IN-COUNTER NEMA 5-15PCORNELIUS1201.569163110005518’1 P 16'KEC KEC 3/8'3/4'Date 11.04.23 120 NEMA 5-15P70ICED TEA BREWER BUNN 36700.0009 1 1.73 14.4 48'1 KEC 1/4' 46'PKEC Drawn NITZNEMA 5-15PCOFFEE BREWER BUNN 23001.0000 120 1.3771 1 46'1 11.4 P 48'KEC KEC 1/4'ScaleNEMA 5-15PHOT WATER DISPENSER 120 1.8 15.0721BUNN02500.0001 1 48'1/4'46' PKEC KEC SHEET NO.BAG N BOX SODA SYSTEM CORNELIUS 120 NEMA 5-15P73 1 15.0 48'1 POWNER OWNER SHELVING, WALL MOUNTED GSW USA WS-W147274 1 KEC KEC PULL STATION FOR FIRE PROTECTION CAPTIVE-AIRE1 PULL STATION75 KEC KEC SPARE NUMBER76-76 K2TRASH RECEPTACLE RUBBERMAID FG354060BLA791 KEC KEC PC TO RUN INDIRECT WASTE TO FSDRAINBOARDKROWNE80KR19-GS181 KEC KEC 1 ISSUE DATE: 03.11.2024 SHAMBRA RESTAURANT CONSULTINGEQUIPMENT SCHEDULE ELECTRICALPLUMBINGEQUIPMENT 2352 S. Robertson Boulevard Los Angeles, CA $0034 (310)204-1201 (310)204-2528 shamojo@aol.com E PC TO RUN INDIRECT WASTE TO FSKROWNEKR18-36-10JOCKEY BOX ICE BIN KEC KEC 1/2'81 1 '2 -1[AND SINi !Ri 182B1 PC TO RUN INDIRECT WASTE TO FSKROWNEKR19-C18LDRAINBOARD 1KEC KEC83 1 115 18'1 16.0 DCMA DISHMACHINES GL-XGLASSWASHER, UNDERCOUNTER KEC 1/2' 18'1KEC84 1 PC TO RUN INDIRECT WASTE TO FSUNDERBAR SINK UNITS KROWNE KR24-33L 1-1/2'KEC KEC 1/2' 1/2' 18'85 1 ISSUE DATES NEMA 5-15P1151/4 18'1 3.7 PBACK BAR COOLER, FRONT BREATHING PERLICK DDS84 KEC KEC86 1 DescriptionDateNo.SPARE NUMBER87 A xxxx xxxxSPARE NUMBER88 NEMA 5-15P115 1 5.8 1/4 P 18’PERLICK BBS60BACK BAR COOLER KEC KEC891 SPARE NUMBER90 PROJECT QL COOQoo O CDI- <<O o < QLU<oXcr < SHEET TITLE EQUIPMENTSCHEDULE DRAWING I.D. Project No. Date 11.04.23 Drawn NITZ Scale SHEET NO. K2.1 ISSUE DATE: 03.11.2024 A200 2 PRIVATE 1 ADA RESTROOM2 MAIN SERVICE/BAR 109 1A 1A 106 1A1A1A 1A 105 101 F02 103 RESTROOMSTALLS ADA RESTROOM1 112 KITCHEN DRY STO. MOP FRZ COOLER PREP SINK 3-COMPT SOILED SERVICE PASS/ PICK-UPREMOTE COMPRESSOR VERIFY LOCATION 33/R1 33/R2 BULKCO2 PULLSTATION 69F F F F F 15 4'-4"4"2'-4"5'-9"6"8"1'-1"8"2'-11" 161922 1316 1' - 0 " 1'-0" 5 8"8" 8 1'-10" 3' - 1 1 " 8" 9" 4' - 6 " 9"4' - 2 " 1'-9" 3'-7" 1'-10"1'-8"2'-1" 2'-2" 1' - 3 " 1' - 2 " 1' - 2 " 3' - 3 " 3' - 2 " 1' - 8 " 6" 3' - 1 0 " 8" 9" 2' - 4 " 8" 10 " 9'- 1 " 5' - 8 " 1' - 8 " 10 " 10 " 1'- 7 " 3" 1' - 1 1 " 1' - 8 " 1' - 3 " 7071 72 26 67 66 73 F 1' - 1 1 " 66 59 26 22 55 52 50 51 48 47 47 46 45 26 24 22 10 " 4645 2'-0" 8'-2" 6'-0" 4' - 1 1 " 1' - 6 " 8" 8" 3' - 1 " 1' - 7 " 6'-0" 85 85 84 82 8180 86 4" FD FD SHEET NO. Date Drawn Scale DRAWING I.D. Project No. 11.04.23 NITZ SHEET TITLE TH E M A N O R PROJECT ISSUE DATES No. Date Description 1 41 H U N T I N G T O N D R . XXXX XXXX AR C A D I A , C A 9 1 0 0 6 ISSUE DATE: 03.11.2024 K3 PLUMBING ROUGH-INS PLUMBING NOTES OFF WALL OF BOXES 1" OR PER LOCAL CODES. CODES REQUIRE FLOOR SINKS TO BE ABOVE OR BELOW FINISHED FLOOR BOXES. "P" TRAP MUST BE FORMED IN FREEZER COIL LINES TO BE HELD BE OUTSIDE OF INSULATION TO PREVENT FREEZING IN LOW TEMPERATURE A MINIMUM FALL OF 2" PITCH PER 1'-0" TO FLOOR SINK DRAIN LINES MUSTREFRIGERATORS AND WALK-IN FREEZERS). 45 DEG. ELBOW FROM COIL AT PLUMBING CONTRACTOR TO PROVIDE 7/8" HARD TUBING DRAIN LINE 1'-6" AND DIRECT OR INDIRECT WASTE LINES TO BE NO SMALLER THAN STUB OUT LINES FROM ALL REFRIGERATED UNITS, ICE PANS, ETC., TO FLOOR SINKS FOR SINKS, DISHWASHERS, DISPOSERS, ETC., AND RUN INSULATED DRAIN PLUMBER TO CONNECT ALL WATER LINES, GAS LINES, WASTE LINES, ETC., LEVEL. PLUMBER SHALL COMPLY WITH LOCAL CODES BUT NOTIFY PROVIDED WITH APPROPRIATE GRATE COVERS. FLOOR SINKS HAVE BEEN CLAIFICATION). ALL FULLY OR PARTIALLY EXPOSED FLOOR SINKS TO BE FLUSH WITH FINISHED FLOOR. ALL FLOOR SINKS COMPLETELY SURROUNDED DOWN FROM FINISHED CEILING (AT BLOWER COILS IN WALK-IN BY CURB TO BE FLUSH WITH FINISHED CURB (SEE CURB PLAN FOR FINISHED FLOOR (UNLESS NOTED OTHERWISE). IN THE EVENT LOCAL LOCATED WITH THE ASSUMPTION THAT THEY WILL BE SET FLUSH WITH ALL FLOOR SINKS INDICATED HALF IN AND HALF OUT OF CURB OT BE TOP OF CURB, UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY ALL SHOWN ARE TO STUB UP A MAXIMUM OF 4' ABOVE FINISHED FLOOR OR ALL DIMENSIONS ARE GIVEN FROM FINISHED WALL AND/OR CENTER LINE FIXTURES AND EQUIPMENT SHOWN ON F.S.E.C. EQUIPMENT PLAN ONLY. ALL PLUMBING OUTLETS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR "STUB UP" OR "STUB OUT" ABOVE/OF FINISHED FLOOR AT LOCATIONS OF FINISHED CURB) TO CENTER LINE OF OUTLET. OUTLETS NOTED GIVEN. HEIGHT OF OUTLET IS GIVEN FROM FINISHED FLOOR (NOT TOPOUTLETS NOTED +12', +24', ETC., TO STUB OUT OF WALL AT HEIGHT OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. ALL OF COLUMNS TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF FOR ADDITIONAL BUILDING REQUIREMENTS, SEE ARCHITECT, GENERAL 4. OF FIXTURE ITSELF. 5. DIMENSIONS AT JOB SITE. FSEC IMMEDIATELY. 3. CONTRACTOR OR OWNER. 2. 1. PLUMBING SYMBOLS FLOOR SINK DRAIN LINE FLOOR DRAIN STEAM RETURN STEAM SUPPLY GAS OUTLET HOT WATER COLD WATER DIRECT WASTE NOTES 2. 1.TENANT'S SERVING SOFT DRINKS, JUICES, ALCOHOLIC BEVERAGES ORANY CORROSIVE LIQUID SHALL USE "DURION" PIPING FOR ALL BELOW FLOOR WASTE LINES. SOFT DRINK CHASES SHALL BE INSTALLED WITHIN THE TENANT'S PREMISES ONLY. SODA LINE CHASES INSTALLED WITHIN OTHERTENANT'S PLENUM AREA OR WITHIN DEMISING WALLS WILL NOT BE ALLOWED. DOWN FOR ABOVE STUB-UP DFA SU POSSIBLE WITH MAXIMUM FALL. PLUMBER TO MAKE ALL FINAL CONNECTIONS. F) ALL FAUCETS FOR SINKS UNLESS OTHERWISE NOTED. SEE ARCHITECTURAL AND/OR HVAC PLANS. PLUMBER TO PROVIDE THE FOLLOWING ITEMS: LOCATION OF OUTLETS AND EQUIPMENT REQUIREMENTS. SHOCK ABSORBERS ON ALL SELF-CLOSING VALVES. C) TEMPERATURE AND PRESSURE SAFETYRELEASE VALVES FOR HOT WATER WASTE LINES RUNNING FROM DISPOSER UNITS SHOULD BE AS DIRECT AS E) DILECTIC COUPLERS WHEN CONNECTING GALVANIZED IRON PIPE TO D) BACK FLOW PREVENTION DEVICES AS REQUIRED BY CODE. J) ALL WATER FILTERS REQUIRED FOR ICE MACHINES, COFFEE MAKERS, I) ALL GRATES ON FLOOR SINKS AND ALL SCREENS ON FLOOR DRAINS. H) FLOOR SINKS, FUNNEL HUBS, FLOOR DRAINS, AND RESPECTIVE G) NECESSARY WATER LINES, DRAIN LINES AND GAS LINES ON ROOF FOR MAKEUP AIR SYSTEM. FOR LOCATION AND EXHAUST REQUIREMENTS, B) ALL VALVES, TRIMS AND PRESSURE REGULATORS NECESSARY TO A) GATE VALVES OR BALL VALVES ON ALL WATER AND GAS LINES AND F.S.E.C. PLANS ARE FOR THE SOLE PURPOSE OF INDICATING THE STANDARDS REQUIRED BY ALL GENERAL, STATE AND FEDERAL LAWS THE MUNICIPALITY OR AREA WHERE JOB IS BEING INSTALLED.(INCLUDING HEALTH CODES), AND BY ANY AND ALL CODES PECULIAR TO PHASE OR WORK MEETS, AND IS INSTALLED, IN ACCORDANCE WITH CONTRACT. IT IS THE PLUMBER'S RESPONSIBILITY TO SEE THAT THIS NOTES TO BE PERFORMED BY PLUMBING CONTRACTOR UNDER BUILDING ALL WORK SHOWN ON FIXTURE PLUMBING PLAN AND OUTLINED IN ABOVE THE "P" TRAP MUST BE LOCATED OUTSIDE OF THE REFRIGERATED CAVITY. ALL DRAIN LINES FROM REFRIGERATED EQUIPMENT SHALL HAVE A "P" TRAP. PLUMBER TO INSTALL AUTOMATIC GAS SHUT-OFF VALVE SUPPLIED BY FIRE CONTROL CONTRACTOR. 12. 11. 10. STEAMERS, ETC. PROTECTIVE GRATES. BOOSTER IF USED. CONNECT ALL LINES. COPPER. 9. 8. 7. 6. MECHANICAL PLANS. G.C. NEED TO REFER TO ARCHITECTURAL, PLUMBING, ELECTRICAL AND13. CONDENSER WATER RETURN CONDENSER WATER SUPPLY SEE K2 & K2.1 FOR EQUIPMENT SCHEDULE .1 SHAMBRAELECTRICAL NOTES RESTAURANTCONSULTINGALL ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN ON F.S.E.C. EQUIPMENT PLAN ONLY. FOR ADDITIONAL BUILDING ELECTRICAL REQUIREMENTS, SEE ARCHITECT, GENERAL CONTRACTOR OR OWNER. 1. A200 2352 S. Robertson Boulevard Los Angeles, CA 90034 (310)204-1201 (310)204-2528 shamojo@aol.com ALL DIMENSIONS ARE GIVEN FROM FINISHED WALL AND/OR CENTER LINE OF COLUMNS TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. ALL OUTLETS NOTED +12", +24", ETC., TO STUB OUT OF WALL AT HEIGHT GIVEN. HEIGHT OF OUTLET IS GIVEN FROM FINISHED FLOOR (NOT TOP OF FINISHED CURB) TO CENTER LINE OF OUTLET. OUTLETS NOTED "STUB UP’ OR "STUB OUT” OF FINISHED FLOOR AT LOCATION SHOWN ARE TO STUB UP A MAXIMUM OF 4” ABOVE FINISHED FLOOR OR TOP OF CURB, UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB 2. GD QD 6'-11 9'-2'(t09~)it PULLSTATION I -Lr--feyifr--------CM I+48" 120/1 1836 Ti(dcQM^ISSUE DATES©2424 <fr~ —ifrI II \—K—K— \y \y \ySITE.i i ii 5fJIII\M Date DescriptionliNo.i 3-COMPT ti1ELECTRICAL CONTRACTOR TO PROVIDE CAPS AND CORDS FOR ALL ITEMS WHERE THEY ARE NOT STANDARD WITH MANUFACTURER AND SHORTEN ANY CORDS IF REQUESTED, I.E., FRYERS, TOASTER, ETC. 3.f IIi ASOILEDl li I xxxx xxxx\/PREP SINK i ! IICO /___UL I H jII II DRYTi ti38LIi li! itELECTRICAL CONTRACTOR TO CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND DO ANY INTERNAL WIRING IN FIXTURES. 4.i STO.rp 38RlA i II\+48" 120/1 I ftIIo(DCO)—i h*.i oI HD,&GD:>2460(FIXTURE FABRICATOR WILL CUT ACCESS HOLES TO CONVENIENCE RECEPTACLES IN BACK SPLASHES, ETC., BUT ELECTRICAL CONTRACTOR TO PROVIDE EXTENSION SHIELD, IF REQUIRED. 5.bib 2154oott. 1854 O O 1 |.7n==^i.JL£±H3-8 n ii %i§ELECTRICAL CONTRACTOR TO PROVIDE POWER AT COMPRESSOR AREAS FOR COMPRESSORS AS LISTED ON ELECTRICAL ROUGH IN AND/OR REFRIGERATION/P.V.C. PLAN. WHERE AUTOMATIC DEFROST SYSTEMS ARE USED FOR FREEZERS, PROVIDE 4 WIRE COLOR-CODED SERVICE FROM COMPRESSOR TO COIL. FOR EXACT LOCATION OF COMPRESSOR RACK, VERIFY WITH ARCHITECT OR OWNER. 6.J r0■ r I III -K 1 ll 1 g\\3E c"13i K1.V-KID*2154I 4i li i =f i Hinf-ill ±I860 1860 1------T1I»«-(bCQ)no ripi\g! !'i\(33/R2 ozm Jr+48’ 120/1 xI\i i i■ • -to I i V h-p T | = > <56 ICi ClM-k ^ ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL REFRIGERATION CONDUIT LINES FROM COMPRESSOR AREA TO PULLBOXES OR STUB UPS AS INDICATED ON ELECTRICAL ROUGH IN AND/OR REFRIGERATION/P.V.C. PLAN. CONDUIT TO BE ROUND TRANSITE OR P.V.C. DIAMETER AS INDICATED, WITH MINIMUM BENDING RADIUS 24" AND NO FACTORY "L'S PERMITTED. 7./ICOOLEFt"/i iSERVICE V—D/giI537R2/JK61 %2154/I JrI I I!___1I I I g t 2:KliTCHEN i i 4,, ! j!H=4 I PASS/ r-H6D! !pr-<pcQ); I I I18601860a j r3/Rj) i( 33/R1ft I3 Ii~1----m gmO PROJECTiiELECTRICAL CONTRACTOR TO CONNECT ALL COMPRESSORS COMPLETE WITH DISCONNECT SWITCHES AND MAGNETIC STARTERS AS PER LOCAL CODES. 8.-M-v I ®>ill 4 inREMOTE COMPRESSOR -------1 i ^2154cI VH'\-----* \ » !VERIFY LOCATION 31 ‘I-K501 I I \ I I g r~ &HHJ■10.31842 Ifls,I In °&^$3/r 2 j i +48' 120/1\ELECTRICAL CONTRACTOR TO CONNECT VAPOR PROOF LIGHTS AND INSTALL SWITCHES FOR EXHAUST CANOPY. 9.i i i.t i !/■1836 CM I «gIID1/ nliJ i 9 i7//(wT)\CNJ 105/m g \i \ELECTRICAL CONTRACTOR TO CONNECT VAPOR PROOF LIGHTS, DOOR HEATER AND DRAIN HEATER IN WALK-IN COOLER/FREEZER. &'>yy>y>10.r \ b s[/i //THE SYMBOLS ON THE ELECTRICAL PLAN ARE TO INDICATE LOCATION AND TYPE OF CONNECTION ONLY. ELECTRICAL CONTRACTOR TO PROVIDE CIRCUITS AND CONDUIT RUNS REQUIRED. 11.1 ]Ir------------tr_--I I \\I \\I DC\gF.S.E.C. PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING THE LOCATION OF OUTLETS, TYPES OF CONNECTION FOR EQUIPMENT AND ELECTRICAL LOAD. SUBCONTRACTORS MUST COMPLY WITH ALL CODES RELATED TO THE INSTALLATION, WIRING AND HOOKUP OF EQUIPMENT. 12.1J>J-LU DC/CO■ X REFER TO LOW ELECT’L. LOW VOLTAGE & DATA FOR P.O.S oDpiI Q ooIiffvo1— < o o p < Z Q —tit\a?(89)V 1 m■\r/I C If < ELECTRICAL CONTRACTOR TO PROVIDE POWER ON ROOF AND CONNECT EXHAUST FANS AND MAKE UP AIR FANS. 13. i i. \----- ili.ilmltli!)\H\+34" 120/1 Milll\CPCd) r itll.t \. F / <Q l! I g I.-mELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL GENERAL PURPOSE LIGHTING AND SPECIALTY LIGHTING. HE SHALL ALSO PROVIDE POWER FOR DECORATIVE FIXTURES BY OTHERS, AS PER ELECTRICAL ROUGH IN AND REFLECTED CEILING PLANS. 14.I ({ADA RESTROOM i LU <L_£LIN 1If)CM)—■.I-----------X o1/E3/!,S:r (•i x DCELECTRICIAN TO MAKE ALL FINAL CONNECTIONS.15.v\+34" 120/1 ( - : riEEillitil'M 'ltwi;ij|||jiji lillllllllll! Jr-I-ELECTRICIAN TO SUPPLY ALL LAMPS, WIRING, SWITCHES AND DISCONNECTS AS PER LOCAL CODES. 16.r—a- -LJ[i\\MAIN SERVICE/2;\r +48" 120/7 11 ' \\BAR (DCO)(4^’1li &Iffii\ \ELECTRICIAN TO MAKE ALL CONNECTIONS BETWEEN FIXTURE MOUNTED COMPONENTS AND REMOTE SWITCHES. 17.li £n i—i ii&—i i pi i ii4Mm. o,|d1—:ili'i'i'iim'iilililiiilililiC T-t.■i n «»+\:LLELECTRICIAN TO SUPPLY AND INSTALL ALL FIXTURE MOUNTED BOXES FROM STUB AS NOTED. 18.*■6'-7" ■nt—J RESTROOM STALLS II gALL COVER PLATES IN KITCHEN AND SERVICE AREAS TO BE STAINLESS STEEL UNLESS OTHERWISE NOTED. 19.ill g 84 2 r i—>iALL DUPLEX AND SINGLE CONVENIENCE RECEPTACLES IN KITCHEN AND SERVICE AREAS ABOVE 36" TO BE MOUNTED HORIZONTALLY AND GROUNDED UNLESS OTHERWISE NOTED. 20.•ier “ji L T SHEET TITLE ELECTRICIAN TO SUPPLY AND INSTALL PLUG MOLD WHERE INDICATED BY JOB SITE SUPERVISOR OR F.S.E.C. PLANS. 21.ft J 103c.ELECTRICALROUGH-INS)J CDtELECTRICIAN TO HANG OR INSTALL DECORATIVE LIGHTING SUPPLIED BY OTHERS AND SUPPLY LIGHT BULBS AS REQUIRED. 22.i(1A(1A I£I 23.G.C. NEED TO REFER TO ARCHITECTURAL, PLUMBING, ELECTRICAL AND MECHANICAL PLANS. I02IIff1F (U1UrniADA RESTROOM/Ii7/n 2SYMBOL LIST /IL / \in ! i 1 Usd DRAWING I.D.e 4<y-SINGLE RECEPTACLE VAPOR PROOF LIGHTr Project No. %DUPLEX RECEPTACLE ◄TELEPHONE OUTLET Date 11.04.23FOURPLEX RECEPTACLE INTERCONNECTING WIRING Drawn NITZnFIXTURE MOUNTED RECEPT.ELECTRICAL STUB-UP ©ScaleJUNCTION BOX ELECTRICAL STUB-DOWN ELECTRICAL PIGTAIL-6'-0If DOWN FOR ABOVEDFA SHEET NO. SU STUB-UP3/4 OPEN DATA CONDUITO $DUPLEX CONVENIENCE OUTLETDCOSWITCH SEE K2 & K2.1 FOR EQUIPMENT SCHEDULE ISSUE DATE: 03.11.2024 .1 SHAMBRA RESTAURANT CONSULTING x A200 2352 S. Robertson Boulevard Los Angeles, CA 90034 (310)204-1201 (310)204-2528 shamojo@aoi.com -J2 \Z 1'-9" 3'-911 2'-112'-1it 3'-1«it 1 t"-,L 1 t (l09j PULLSTATIONei TCM ISSUE DATESiCvLx—K—K—; X' \/ \/4-M //DescriptionDateNo.tl /- 7 ^/A/ /i it -T xxxxxxxxV/11 II //I I it00 I /II ti / __ _DRYi It /i itI It STO^"// j-//__ — -2472 2460 /2154/ A JT IggII2 2154I1WALL BACKING g(33/R2 /gI Ig Jo | CDrgg A = WALL BACKING FROM 20" TO 48" A.F.F.; HAND SINKS. B = WALL BACKING FROM 48" TO 80" A.F.F.; WALL SHELVES. C = WALL BACKING FROM 62" TO 92" A.F.F.; HIGH WALL SHELVES D = WALL BACKING FROM 36" TO 60" A.F.F.; PRE-RINSE FAUCET. E = WALL BACKING FROM 48" TO 70" A.F.F.; MOP HANGER. F = WALL BACKING FROM 85" TO 100" A.F.F.; WATER FILTER. G = WALL BACKING FROM 30" TO 54" A.F.F.; MOP FAUCET. H = WALL BACKING FROM 48" TO 65" A.F.F.; HOOK SHELF. J = WALL BACKING FROM 30" TO 70" A.F.F.; CHEMICAL. K = WALL BACKING FROM 55" TO 80" A.F.F.; CHEESE MELTER . L = WALL BACKING FROM 48" TO 60" A.F.F.; EXHAUST HOOD CONTROL PANEL. M = WALL BACKING FROM 48" TO 80" A.F.F.; SLANT RACK. 2 2g 2154Igg•VggI(33/R1 2IggCOI PROJECTIggREMOTE COMPRESSOR I g 2154gVERIFY LOCATION g 2golJggf I l\\/ymm \■////,A Y//////Y//V///s/Y rWrtf.—Ml N J /Tv //!/I /Il /]s r----------1 ”ilr-l|!I \IiI \l:1 \f QLIIIgg!\2I/g \I oz/coO/Q Oig;112 L/o/ t\<'I '}\ C=*-l O CD- \r i rIi! g /N I\II c 2-U g 1 < \ T <—Tffl—I iii;!;i!i;i;i;illtiiiiiiliiiii i:t!l!l!l!l!i:ii;iii;i;i;i;ili \O O F <Z Q 3 < X O \n If.\■ 1!ll\ I \|1!i I\\H\i tfn 1,1 | til | I\/1_\/f ADA RESTROOM"i//\/Ii t'rI LU'TO 1i___□g§»/"I IE7l----------X1 DZI\—'L 11=33i <\;t;j;i!i;i!i;ii!i.i!i!i!t!i \ !i;iii!i!i!i.i§—r —13\MAIN SERVICE/i g\\//i-----------1 wii/i\/i \i =1 v_vI(/II—Ill /I gII ai|i -gi/I I i~rI IL_JiMM'm'i'i'iiliiiiiiiiiiil;:L gg ■ " 1\RESTROOM STALLS —r,i! 2 ri I I- ^Ii IIIIi&Ii er~ SHEET TITLEIIIIIir103QPFPIAICONDITIONS PLANI)- -itffBmaiiiiimmiitimamimumuaMaimiemm3 Iasm101(1A /tv II:1A(1A IijTHlmmmiSimasaimam i02L_J IFinIADA RESTROOMf I2\u /DRAWING I.D. Project No. Date 11.04.23 Drawn NITZ Scale SHEET NO. ISSUE DATE: 03.11.2024 SHAMBRA RESTAURANT CONSULTINGLONDENSATE HOOJ H ii11’-9 3’—8»1’-11 W/LLBACKING BY'1C. n-3 ,11 . ~"-7‘8-11 » y ~WALL BACKING BY G.C.WALL BACKING BY G.C.WALL BACKING BY G.C.GO 2352 S. Robertson Boulevard Los Angeles, CA 90034 (310) 204-1201 (310)204-2528 shamojo@aol.com 2 ■V ♦-y \r . 2-2 Wall backing by g .c . »r—Jrr\I GD\Ei\\( 23),CDi \CMQT)GO D CDi GDoo\ooSi ooI\3r\y"c?vL I I£\D OO 3CME-CMTr \r CMk-T I i \i \i i \QDQDQD QD\o \I----W +ISSUE DATESr qdCUD\tv)GO\■CM CM //No. Date Descriptiontr-=rzf /M-i /l|r*■T tr rr rj~nro1 ’-6»1’-8 1 ’—8”-8 o/ACM'‘“QDLv oo /■>' CM■5 “xxxx xxxxa/IGOQDGOom lr o oCOin/JI/L__/OM.O M-/CD CO /ItO/CM00/CM /II :/I________I ///XL44 4 x.4rji 4r-2 ELEVATION - MOP SINK / DISHWASH & 3-COMPARTMENT SINK COMBO ELEVATION - PREP. SINKTABLE12SCALE : 1/2" = 1’-0 ftK6 SCALE : 1/2” = 1’-0 nK6 20’-0 itfS/S WALL FLASHING PROJECT-y oI CM 14’—7» r -y 2’—0 if GO Go) JrSiCMGOCMI to GDOON^■mzt00CO C£CO c±COoQ oo-i oy-—1Laoo oo o 1“ < CD oi " i= < Z Q => < i om fO < a ICO.i LU oELEVATION - COOKING BATTERY ELEVATION - PASS / PICK-UP SECTION - A-A34 XSCALE : 1/2" = 1'-0 iiK6 SCALE : 1/2" = 1'-0 it SCALE : 1/2" = T-0K6 ii <C jGCi.. , WALL BACKING BV G.C. » GD r^r.L------1Il SHEET TITLE6’-1 n ■3'WALL BACKING BY G.C.I i_-i EQUIPMENTELEVATIONSCUDm*OPEN□f X I GT)Qa GDQC;00QDiaiCUD2’—0 »»FRONT BAR COUNTER TOP BY MILLWORK-\BACK BAR COUNTER TOP BY MILLWORK-\FRONT BAR COUNTER TC BY MILLWORK TOPFRONT BAR COUNTER BY MILLWORKCM lononol°( 70 ,I V'AUl BACKING BY G4^□Q7i GD GDQD GO GD GO “1 -y DRAWING I.D.yy/////////////////w//A'////J'/J'A i'//////A'//////;//////////;M//AVs,V,H JI Q. y\ZVI \CJ aa \Project No.Q \I I CMGO r-BT \O POSir-----------ui \o \QI I CABINET \DateQdCD 11.04.23\i t~~n~'L QZ BY —o—■o-o=9UJUuTJ \rO MILLWORK3EQd \Drawn NITZCd/\\iiiii frfTmTTTTTTCMoo CM /'o \nz xoLU Scale/o m HXL-X -TT tt XI 4rrs—SHEET NO.T T ~65 ) ELEVATION - SERVICE COUNTER ELEVATION - FRONT BAR ELEVATION - BACK BAR567SCALE : 1/2" = 1’-0K6 if SCALE : 1/2" = 1’-0 M SCALE : 1/2" = 1*-0 ilK6K6f ISSUE DATE: 03.11.2024 SHAMBRATREVISIONSRESTAURANT CONSULTING DESCRIPTION DATE: SPECIFICATION: CAPTRATE G(^EASE-STOP SOL(3 FILTERHOOD INFORMATION - JOB§6327522 HOOD AEXHAUST PLENUM HOOD CONFIG AMAXRISER(S)HOOD CONSTRUCTION THE CAPTRATE GREASE-STOP SOLO FILTER IS A SINGLE-STAGE FILTER FEATURING A UNIQUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2-INCH DEEP HOOD CHANNEL(S). UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO COMPONENTS WHEN ASSEMBLED. GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 85% GREASE PARTICLES SEVEN MICRONS IN SIZE AND LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. THE CAPTRATE GREASE-STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05. MANUFACTURER APPROVED FOR USE IN SOLID FUEL APPLICATIONS AS A SPARK ARRESTER. EFFICIENCY VS. PARTICLE DIAMETER TOTAL EXH CFM DESIGN CFM/FT APPLIANCE DUTYTAGMODEL END TOMANUFACTURERLENGTHCOOKINGTEMP TYPE ANOROWVELSPHEIGHTDIACFMWIDTHLENGENDA430 SS 100% 4224 2352 S. Robertson Boulevard Los Angeles, CA 90034 (310)204-1201 (310) 204*2528 shamojo@aol,com 700 96310'-0.069"1 17 525CAPTIVEAIRE3’ 6'N/A 150 525 ALONE ALONE4'DEGVHB-G 6030 430 SS WHERE EXPOSED 600 173916' 2428 -0.858' ALONE238LCAPTIVEAIRE10'4' HEAVY 235 2428 4' LEFTDEGND-2 430 SS WHERE EXPOSED 6030 600 16' 2428 1739 -0.858'3 38R 2428 RIGHT ALONECAPTIVEAIRE 10' 4'HEAVY 235 4'DEGND-2 HOOD INFORMATION ELIGHT(S) UTILITY CABINET(S)FILTER(S)oFIREHOOD HANGING WEIGHT ISSUE DATESoHOOD FIRE SYSTEM SWITCHESELECTRICAL <i>TAG WIRE GUARD SYSTEM PIPING PRESSURE DROP VS. FLOW RATEEFFICIENCY @ 7 MICRONS SIZELOCATIONNOTYPEQTYHEIGHTQTYTYPELENGTH roTYPE SIZE MODEL #QUANTITY 0)100 3.50 DescriptionNo.Date> Q.to161 A\o3.00NO1 17 0 xxxx xxxxmLBS oo£2.50 052o509o<N38LRECESSED ROUND NO YES2CAPTRATE SOLO FILTER 85% SEE FILTER SPEC z7 20' 16'3 60wLBS 2.00,g <y e.2£.Oc,UJ■—ata 1.501055 05<RECESSED ROUND RIGHT 12"x60"x30' TANK FS YES3 38R CAPTRATE SOLO FILTER 85% SEE FILTER SPEC NO 4.0/4.0/4.0/4.020'16'37 w40 cozLBSCOopuo'S.s 1.00COw d’erfHOOD OPTIONS a>20PH 0.50HOOD <35TAG OPTIONNO 30.00FIELD WRAPPER 18.00" HIGH FRONT, LEFT, RIGHT.1 17 Lt.o o 500 1000 1500 in0.1 1.0 10.0 FLOW RATE (CFM)FIELD WRAPPER 18.00” HIGH FRONT.oPARTICLE DIAMETER (UM)inGOBACKSPLASH 80.00" HIGH X 261.00" LONG 430 SS VERTICAL.38L2 CDCAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH:. NFPA #96. NSF STANDARD #2. UL STANDARD #1046. INT. MECH. CODE (IMC).ULC-S649. LEFT END STANDOFF (FINISHED) 1" WIDE 60" LONG INSULATED.oo&LEFT WALL AS END PANEL.o1NSFIcoFIELD WRAPPER 18.00" HIGH FRONT. LU38R3RIGHT VERTICAL END PANEL 27" TOP WIDTH, 21" BOTTOM WIDTH, 80" HIGH INSULATED 430 OSS.xQ. OFIRE SYSTEM INFORMATION - J0B§6327522 O0>PROJECTINSTALLATIONFIREDESIGN<SYSTEM TAG TYPE SIZE MAX FP OFPLOCATION ON HOODSYSTEMNO 8RIGHT, HOOD 3140 FIRE CABINET RIGHTTANK FS c4.0/4.0/4.0/4.0 80 68 o COcEXHAUST FAN INFORMATION - J0BS6327522 CO<Z>FAN WEIGHT (LBS)DISCHARGE VELOCITY MOTOR ENCLUNIT QTY BHP PHASE VOLT FLA SONESTAG HPFAN UNIT MODEL #MANUFACTURER CFM ESP RPM CMNOCD 31152.9 372 FPM1 EF-17 1 CAPTIVEAIRE 1277 TEAO-ECM 0.250 0.0700 1DU12HFA525 0.150 52 6.2 CO iO2 EF-38L 115 11.6 768 FPM1CAPTIVEAIRETEAO-ECM 1.000 0.7400 1 98 16.9DU85HFA24281.000 1560 .c ■M- 1153EF-38R TEAO-ECM 1.000 0.7400 1 11.6 768 FPM1DU85HFA CAPTIVEAIRE 1.000 1560 98 16.92428 o oo 0£DOAS/RTU FAN SCHEDULE - J0BM327522 (XELECTRICAL INFORMATION REHEAT INFORMATIONFAN INFORMATION COOLING INFORMATION COOQoFANMAXOUTSIDE AIR CAPACITYLEAVING AIR DISCHARGE CAPACITY NOTESWEIGHT (LBS)TOTAL MOISTURE REMOVAL RATE RETURN AIR CFM oUNIT QTYTAG ESP HP PHASE VOLT MCA MOCPOUTSIDE AIR CFM IEER ISMREDOAS/RTU MODEL#MANUFACTURER BLOWER CFM DB WB DB WB DESIRED MAXDB WB DP TOTAL SENS.NO o 05 1,2,3,4,5,6,7,8,9,10,11,12,13 h-MUA/RTU 1 0.500 5.00 3 208 122.8 LBS/HR4CASRTU3-24-20T CAPTIVEAIRE 24MF-3-RTU 4856 4856 2514 86.3A 100A 79.4°F 71.4°F 54.4°F 54.0°F 70.0°F 60.1°F 83.7 MBH 129.6 MBH < 0 54.1°F 264.0 MBH 128.7 MBH 18.2 6.0 <o oNOTES: 1. INVERTER SCROLL COMPRESSOR WITH INTEGRATED OIL SENSOR. DIGITAL OR STAGED SCROLL NOT AN APPROVED EQUAL 2. DIRECT DRIVE PLENUM BLOWER. BELT DRIVEN BLOWERS ARE NOT ACCEPTABLE 3. INTEGRATED MONITORING VIA CELLULAR CONNECTION BY MANUFACTURER 4. REFRIGERATION PRESSURE MONITORING ON HIGH AND LOW PRESSURE SIDE OF SYSTEM INCLUDED THROUGH DIGITAL INTERFACE5. EC MOTOR CONDENSING FANS 6. ELECTRONIC EXPANSION VALVE. TXV NOT ACCEPTABLE 7. SUCTION LINE ACCUMULATOR 8. FACTORY COMMISSIONING WITH 5 YEAR PARTS WARRANTY 9. AVERAGING INTAKE, EVAP AND DISCHARGE TEMPERATURE SENSORS (DISCHARGE SENSOR TO BE FACTORY MOUNTED WITHIN UNIT) 10. 2" EXTERIOR DUAL-WALL CONSTRUCTION W/ R-13 INSULATION-MINIMUM 20GA EXTERIOR W/ 14GA BASE 11. SUPPLY CFM MONITORING INTEGRAL TO UNIT WITH CFM MEASUREMENT INCLUDED THROUGH DIGITAL INTERFACE 12. FULLY MODULATING HOT GAS REHEAT 13. DOWN DISCHARGE/NO RETURN <I—c QOLU<CD X OCBXCB<CL <o CD>(B Q"OCBCURB ASSEMBLIES 1^O o oONCD °NO TAG WEIGHT SIZEITEM <FAN c a>1 # 1 EF-17 17.5Q0"W X 17.500”L X 20.000"H VENTED.CURB600 LBS I c2#2 EF-38L 23.00Q''W X 23.000"L X 20.000"H VENTED HINGED.772 LBS CURB <3o3 o#3 EF-38L 23.00Q"W X 23.000"L X 20.000"H VENTED HINGED.772 LBS CURB XC SHEET TITLE4#4 MUA/RTU 2188 LBS 59.500"WX 91.000"L X 12.000"H INSULATED.CURB CB C/5 CDCD EXHAUST HOOD SHOP DRAWINGS ■aHMI SCHEDULE 5 CDCDMODBUS ADDRESS oUNIT NUMBER HMI#HMI LOCATION TEMP AVERAGING h-<FAN #4 HMI #1 - UNIT HMI #1 55MOUNTED IN UNIT NOT AVERAGED FAN #4 HMI #1 - SPACE HMI #0 MOUNTED IN UNIT NOT AVERAGED 55 DATE: 11/9/2023FAN #4 HMI #2 - SPACE HMI #1 AVERAGED 56 DWG.#: 6327522ELECTRICAL PACKAGE - J0BU6327522 DRAWING I.D.FANS CONTROLLEDSWITCHESNO TAG PACKAGE #LOCATION OPTION FAN TAGQUANTITY TYPE VOLT FLALOCATION HP DRAg™ NFF-81 Project No.EXHAUSTEF-38L 1 1.000 115 11.61 LIGHT1DCV-2111 WALL MOUNT IN SS BOX SMART CONTROLS DCV EF-38R EXHAUST 11.6SS WALL MOUNT BOX 1 1.000 115 1 FAN SUPPLY DateMUA/RTU 3 5.000 208 15.0 11.04.23SCALE:Operation of All CaptiveAire Equipment to be Verified by Factory Service Technician. Equipment Must be Operational and Fire System shall be Hooked-up and Armed. Report to be Sent to Customer by Manufacturer When Complete. r-o w3/4 it Drawn NITZ MASTER DRAWING Scale SHEET NO. FOR QUESTIONS CALL:NICK FURBISHLOS ANGELES SALES OFFICEREFERENCE JOB NUMBER REG81@CAPTIVEAIRE.COM SHEET NO.K71PHONE: 310.876.8505 J. ISSUE DATE: 01.19.2024 SHAMBRATREVISIONSRESTAURANT CONSULTING DATE:DESCRIPTION A HOOD CORNER HANGING ANGLE (HARDWARE BY INSTALLER) FULL LENGTH HANGING ANGLE (HARDWARE BY INSTALLER) A 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2"- 13TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. A A 2352 S. Robertson Boulevard Los Angeles, CA 90034 (310)204-1201 (310)204-2528 shamojo@aof.com 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. Ill1/2" -13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD. 1/2”-13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD.Captrate Grease-Stop Solo Filter 1/2"-13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT.1/2"-13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT.£FULL LENGTH HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD). HOOD CORNER HANGING ANGLE (WEIGHTBEARING ANCHOR POINT FOR HOOD). O1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER.ISSUE DATESoRESISTANCE VS. AIRFLOW o ©2" Captrate Grease-Stop Solo Filter 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER.co01.6 DescriptionDateNo.> Q_o 031/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. c-i Aso21 xxxx xxxx 1.2 1/2” GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2"-13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT. W COVCD1/2"-13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. CD0.8 S9CSi 0.6 010"42"<§HI!/0.4 LUASSEMBLY INSTRUCTIONSASSEMBLY INSTRUCTIONS CD0.2 CO<0inHANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR FULL LENGTH HANGING ANGLES. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. I--200 400 600 1000 AIRFLOW (cfm)h-G> G> Filter Detail 2 ©inCAPTRATEoinoo 21"21"CO ooEXHAUST CFM=LENGTH OF HOOD X CFM/LIN.FT. (LOAD)o coSUPPLY CFM=EXHAUST CFM X PERCENTAGE REQUIRED LUCFM3' 6“NOM./3' 6.00"OD.ZTOTAL DUCT AREA=144 X OFPM(*)ICLPLAN VIEW - HOOD #1 (17)3’ 6.00” LONG 4224VHB—GTOTAL DUCT AREA oDUCT LENGTH=oDUCT DEPTH GREASE-STOP SOLO FILTER IS ETL LISTED UNDER RLE NUMBER 3064494-001 AND COMPUES WITH UL1046 STANDARD. NSF STANDARD #2, NFPA 96 AND IMC * CAPTIVE-AIRE VENTILATOR DUCT SIZES ARE CALCULATED USING AN EXHAUST VELOCITY OF 1600-1800 FPM AND A SUPPLY VELOCITY OF 1000 FPM PLEASE CONSULT FACTORY FOR MAXIMUM ALLOWABLE DUCT SIZES a>PROJECT<o cooco2 CD CALCULATIONS UTILIZED 03cn CAPVVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH: * NFPA #96 CMBACKSPLASH co 4—<CO* B.O.CA #93-16 » I.CB.O. 34416 TNON-COMBUSTIBLE WALL-. SBCCI PST & ESI NO. 93137 O• E.T.L. LISTED 3054804-001 • LOS ANGELES RR#8080 • ETL IS USTED TO ULC STANDARDS oo CDoa o olb42"FIELD WRAPPER 18.00" HIGH (SEE HOOD OPTIONS TABLE).oIntertekHEIGHTEXHAUST RISER. < <oBUILDING CODES OHANGING ANGLE. A#<.SEE HOOD c QOm.=> <T U)oCOa:/03l <Q.24" NOM. I <DRAIN FULL PERIMETER GUTTER.O (0IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. iGREASE CUP WILL BE SUPPORTED BY TWO STUDS ON THE INSIDE WALL OF THE HOOD. THE GREASE WILL DRAIN THROUGH A CONCEALED GREASE TROUGH AND INTO THIS REMOVEABLE/CLEANABLE CUP. >03 OBACKSPLASH PANELS SLIDE INTO DIVIDER BARI JD03O O1/2 Pint Grease Cup Detail O %O) °<HOOD CORNER HANGING ANGLE (HARDWARE BY INSTALLER) NOTE:CLENGTHM)SEE INSTALLATION MANUAL FOR MORE INFORMATION HEX NUTS <FLAT'o oc SHEET TITLE1/2* -13 TPI 03M)ALL-THREAD CO 03/A 05S EXHAUST HOOD SHOP DRAWINGS ■aHOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD) 80"03- BACKSPLASH IS NOT INSULATED AND IS UNSUITABLE FOR INSTALL AGAINST COMBUSTIBLE WALLS 0FLAT oh-<1/2* GRADE 6 (MINIMUM) STEEL FLAT WASHER 1/2* -13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS DATE: 11/9/2023ND—2 HANGING ANGLE DETAIL EQUIPMENT BY OTHERS.DWG.#: 6327522HANGING ANGLES WILL BE LOCATED IN THE FOLLOWING LOCATIONS FOR WALL CANOPIES DRAWING I.D. DRAJ"N NFF-81DIM FROM FRONT DIM FROM FRONT NOTE Project No.DIM FROM REAR HOOD STYLE ALL WALLS THAT COME WITHIN 18” OF THE HOOD MUST BE METAL STUD AND SHEETROCK. IF WOOD STUDS FACTORY INSTALLED INSULATION REQUIRED,PLEASE ADVISE CAPTIVE AIRE PRIOR TO FABRICATION. Date(24" High Hood) (30" High Hood) 11.04.23SCALE: 3/4 1’-0 w DrawnWallExhaustOnly NITZMft2.25 2.25 M MASTER DRAWING4.166 ScaleWithSECTION VIEW - MODEL 4224VHB-GMUA»»2.25'2.25 HOOD - #/ (17)SHEET NO.ExhaustOnly ft tf2.25 2.25Backft4.166 NOTE- Exhaust Collar Must be Factory Installed. If A Different Size Or Location is Required, Please Note Change On Submittal.Shelf With MUA ft2.25'2.25 Rear Discharge Is Available. Contact CaptiveAire For Possible Locations.SHEET NO.Condensate K.7-1ftft2.25 2.25 2HANGING ANGLE LOCATIONS 2 ISSUE DATE: 01.19.2024 LED LIGHT, %