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10CORNER GUARDDETAILSCALE1" = 1"2" 114"BASE EDGES, TYP.TYPICAL SCREW LOCATION2" X 2" X 4'-0" X 22 GA. STAINLESS STEELCORNER GUARD.NOTES:1.CORNER GUARD SHALL BE MOUNTED ONALL EXPOSED CORNERS AS NOTED ONDRAWING, MOUNT ABOVE RUBBER BASE.2.2" X2" X 4'-0" X 1/4" PAINTED STEEL CORNERSGUARDS AT SIM., USE #6 2" FLATE HEADSCREWS AT 12" O.C. STAGGER SCREWS ONOPPOSITE LEGS, PROVIDE ONE SCREWWITH 6" OF TOP AND BOTTOM, BOTH LEGS.±5°114"3INTERIOR DOORJAMB (HEAD SIM.)SCALE3" = 1' - 0"14INTERIOR THRESHOLDDETAILSCALE3" = 1' - 0"1EXTERIOR THRESHOLDDETAILSCALENTSELASTOMERIC SEALANTCONCRETE SLABFLOORING MATERIAL211/4" MAX. 1/2" MAX.ACRYLIC, FAUX-STONETHRESHOLD INSTALLED WITHCONSTRUCTION ADHESIVENOTES:1. CHANGE IN LEVEL BETWEEN 1/4-INCH AND 1/2-INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.2. THRESHOLD TO BE RECESSED FLUSH WITH CONCRETE FLOOR.CONCRETEPAVEMENT12" MAX SEALEDCONCRETE FINISHFRAME BEYONDWEATHERSTRIPALUMINUM THRESHOLDSET IN SEALANTDOOR DRIPINTERIOR5/8" TYPE "X"GYPSUM WALLBOARD ASSCHEDULEDWOOD BLOCKING(TYPICAL AT JAMB)HOLLOW METAL FRAMEANCHORS (TYPICAL) -THREE PER JAMBMINIMUM19JAMB/HEAD DETAIL - SIM.DETAILSCALE3" = 1' - 0"DOOR DIMENSION1-15/16"1 9/16"1/2" 2"EQ.EQ.PRE-FINISHEDHOLLOW METALDOOR FRAME, ASSPECIFIEDDOOR, SEE DOORSCHEDULEFOR WALL MATERIALAND FINISH, REFERTO ROOM FINISHSCHEDULEBATT / SOUNDINSULATION ASOCCURS2X WD. OR METALSTUDS @ 16" O.C.EXTERIORSEE REFRIG. PLAN 9CASE CLOSURE DETAILPLANSCALE3" = 1' - 0"FACE OF (E) OR (N) WALLBED OF SEALANT2" X 4" X 22 GA. G.I.CLOSURE PIECE,FULL HEIGHT. PAINT.GALVANIZEDFASTENERCOOLER BOX WALLOR EDGE OF FIXTUREBED OF SEALANTNOTE:1.2.13BURGLAR BARSTYPICALSCALE3" = 1' - 0"#6 BARS @ 6" OCINSTALL BURGLAR BARS AT OPENINGS EXCEEDING 9" SQUARE INWALLS AND ROOF.COORDINATE ALL BURGLAR BARS WITH MECHANICAL EQUIPMENT.1/41/4#6 CROSS BARS @ 12" OCDBL. 2X WOOD CURB4" X 3" X 1/4" STEEL ANGLEBOLTED THROUGH DBL.OR 4X BLOCKING ORJOIST.(E) ROOF SYSTEM TOREMAIN.PATCH AND REPAIRWHERE ADJ. TO (N)CONSTRUCTION24BOLLARDTYPICALSCALE1-1/2" = 1' - 0"FLUSH W/ SLAB @ INTERIOR(TYPICAL)6" DIA. HEAVY STEEL PIPE -INSTALL BOLLARD SLEEVEWHERE SPECIFIED (TYP.) (4"BOLLARD @ INTERIOR)4'-0" UNO3"3'-0"3"1'-0" DIACONCRETE SURFACE, ORFINISH GRADEPROVIDE #3 REBAR - 3" LONGWELD TO PIPEFILL SOLID W/CONC & FORMDOMED CAP - WELD WHERESOLID PIPES ARE CALLEDFOR - GRIND SMOOTHALL PIPE BUMPERS SHALL BE 5" Ø EXTRA HEAVY PIPE & EXTEND 42" ABOVE FINISHGRADE EXCEPT ADJACENT TO POWER COMPANY TRANSFORMERS & RELATED ABOVEGRADE EQUIPMENT WHERE THEY SHALL BE 6" Ø EXTRA HEAVY PIPE & EXTEND TO 48"ABOVE FINISH GRADE LOCATED & SPACED AS DIRECTED BY THE POWER CO -BOLARDS SHALL BE GALV WHERE REQD BY UTILITY CO.LOCATE BOLLARDS 6" MIN CLEAR FROM ANY STRUCTURE (UNO).BOLLARDS SHALL BE INSTALLED PLUMB AND TRUE.3.2.NOTES:1.30FREEZER SLABADJACENT TO STORAGE AREASCALE1-1/2" = 1' - 0"8"5"4"2"LINE OF WALL, WHEREOCCURSMETAL COVED BASE(E) CONCRETE SLABCOMPACTEDSUB-GRADEPREFABRICATED INSULATEDWALL PANEL (LARR# 25690)(RE: COOLER BOX DRAWINGSFOR DETAILS)2X REDWOOD BLOCKING(TYP. AROUND FREEZER PIT)METAL COVED BASE5" CONCRETE SLAB(RE: A1.0 & A2.0)6" RIGID INSULATION(ESR-2142)6 MIL. VISQUEENVAPOR BARRIER2" MIN AIR SPACE6WOOD FLOOR TRANSITIONSLAB PATCHSCALE1-1/2" = 1' - 0"(E) CONC. SLAB TOREMAIN. GRIND ANDPOLISHNEW FLOOR PATCHEXISTING SLABEXISTING SLAB(N) CONCRETE FLOOR SLAB PATCH(RE: DET. 12/A4.0 FOR REINFORCEMENT)(N) VINYL WOODFLOORING OVEREXISTING CONC.SLABNOTE:REPLACE DAMAGED VAPORRETARDER IF PRESENT. OVERLAPMINIMUM 6" OVER EXISTING EDGES.REFER TO DET. 12/A4.0 FORREINFORCEMENT ANDDOWELS CONNECTIONCOMPACTSUBGRADETO 95%COMPACTIONREFER TO DET. 12/A4.0FOR ADDITIONAL INFONOTE:WHEN NEW UTILITY TRENCH CROSSES OVER ANEXISTING FLOOR SLAB EXPANSION JOINT.CONTRACTOR MUST PROVIDE THIS CONDITION TOAVOID SLAB CRACK.24"(N) SCHLUTER SCHIENE ALUM.METAL L-ANGLE TILE EDGINGTRIM(N) VINYL WOOD FLOORINGOVER GROUTING OVEREXISTING CONC. SLAB7CONCRETE CURBSCALE1-1/2" = 1' - 0"(N) CONCRETE CURB+100'-0"FINISHED FLOOR(N) CONCRETE SLAB6"45° SLOPE TYP. BOTH SIDES3/4" RADIUS COVE, TYP.10" A.F.F. MIN. V.I.F.CAULK ENTIRE PERIMETERFRP O/ 5/8" WR. GYP. BD.GYP. BD. METAL EDGETYP.58" GYP. BD. ON METALSTUDS AT 16" O.C.#4 BAR AND DOWEL6" MAX.10 1/2"2'-3" MIN.8" MIN.18" MIN - 19" MAX2"38" MIN - 43" MAX36" MAX2'-3" MIN.17"17"6" MIN.6" MIN.17 1/4"4'-6"℄℄℄℄BUBBLERBUBBLERD.F.D.F.TOP SET CONT.FACE OF WALLEDGE OF WALLFLOORLINEWALL FINISH -SEE SCHEDULEMETAL STUD WALLFRAMING AT 16"O.C.NOTES:·D.F. BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICHIS EASILY OPERATED BY A DISABLED PERSON SUCH AS AHAND OPERATED LEVEL CONTROL LOCATED WITHIN 6" OFTHE FACE OF THE FOUNTAIN, A PUSH BAR CONTROLALONG THE FRONT, ETC.·THE BUBBLER OUTLET SHALL BE LOCATED WITHIN 5" OFTHE FRONT OF THE FOUNTAIN AND SHALL BE WITHIN 36"OF THE FLOOR. THE BUBBLER WATER STREAM SHALL BESUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THEFOUNTAIN. CBC SEC.11B-602.4.·32"X52" MINIMUM TACTICAL SURFACE·THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST4" HIGH SO AS TO ALLOW THE INSERTION OF A CUP ORGLASS UNDER THE FLOW OF WATER. THE FORCE REQ'DTO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5POUNDS.·PROVIDE 30" X 48" CLEAR SPACE·THE FLOW OF WATER SHALL BE ACTIVATED BY AMANUALLY OPERATED SYSTEM THAT IS FRONT MOUNTEDOR SIDE MOUNTED AND LOCATED WITHIN 6 INCHES (152MM) OF THE FRONT EDGE OF THE FOUNTAIN OR ANAUTOMATIC ELECTRONICALLY CONTROLLED DEVICE.·THE SPOUT SHALL BE LOCATED 15 INCHES MIN FROM THEVERTICAL SUPPORT.16ACCESSIBLE DRINKING FOUNTAINDETAILSCALE1" = 1' - 0"29FREEZER SLABAT DOOR OPENINGSCALE1" = 1' - 0"27WOOD CURBDETAILSCALE1" = 1' - 0"1"1"1"1"5/8" GYP. BD. -PAINT3X8 WOOD CURBCONCRETE SLABMETAL STUDWALL FRAMING3X8 WOODCURBCONCRETESLAB(E) CMU WALLTO REMAINDETAIL -A-DETAIL -B-COOLER DOOR (RE: A1.0-1& COOLER SHOP DWGS.)9" W X 4" H BLOCKOUTFOR DOOR HEATER (RE:COOLER SHOP DWGS)CONC. SLAB (RE: STRUCT.DWGS)5"2"2" MIN. AIR SPACEPREFABRICATED COOLERBOX PANEL BEYOND (BYCUSTOM COOLER)2X REDWOODBLOCKING, TYP.AROUND FREEZER PITCONC. SLAB (RE:STRUCT. DWGS.)RIGID INSUL.BET. SLABSFREEZERSTORAGE8DUCT OPENINGWITH BURGALR BARSSCALE1" = 1' - 0"(E) TPO ROOFMEMBRANE ON RIGIDFOAM INSULATIONBOARD TO REMAIN.PATCH AND REPAIRWHERE ADJACENT TO(N) CONSTRUCTION.(N) FIBER CANT STRIP.24 GA REMOVABLE GSM HOOD(TOP SLOPES DOWN 1/2" FORDRAINAGENOTE: INSTALL BARSAFTER DUCT IS IN PLACE.12" 3" MIN. FOR DIM COORDINATE W/ REFRIG. CONTRACTOR REFRIGERATION PIPESREFER TOREFRIGERATIONCONTRACTOR FOR DIMS1/4" GALVANIZED BIRD SCREEN30°CARRYROOFING OVERTOP OF CURB(TYP.)DBL. 2X TYP. ATOPENING(E) ROOF SHTG. TOREMAIN. PROTECT INPLACE. MODIFY ASNEEDED FOR (N)OPENING(E) ROOF RAFTERS AT24" O.C. G.C. TOCOORDINATE IN-FIELDNOTE: REFER TO DET. 13 ONTHIS SHEET FOR BURGLAR BARS478"1/2" X 1/2" GALVANIZEDHARDWARE CLOTH / MESH,19-GAUGE MIN. ON 3 5/8" 22GA. METAL STUDS AT 24" O.C..2WIRE MESH ENCLOSURESCALE1" = 1' - 0"T.O. (N) COOLERWALL, V.I.F.COOLER BOX PANELSSLIP TRACK ATTACHED TO 2XROOF RAFTERS AT 24" O.C.W/(2) #10 SCREWS @ 24" O.C.(E) ROOF STRUCTURE(E) TPO ROOF MEMBRANE ON RIGIDFOAM INSULATION BOARD TOREMAIN. PATCH AND REPAIR WHEREADJACENT TO (N) CONSTRUCTION.3'-0"2'-0"SERVICE FAUCET W/ VACUUM BREAKERFRP O/ WR. GYP. BD.CAULK ENTIRE PERIMETER30"X24" CLR. POURED-IN-PLACECONCRETE BASINSTAINLESS STEELSTRAINERFINISH FLOOR LINE28MOP SINK/MOP HOLDERSCALE3/4" = 1' - 0"10"6"TYP.METAL STUDS AT 16" O.C.2'-0"CLR.* 2.5" MIN. EMBED6" METAL STUD SALES WALL. #4 BAR#4 BARDOOR WIDTH PER SCHEDULE48"DOOR HEIGHT PER SCHEDULE ELEVATION N.T.S.CORE MIN. OF 18" DIA. HOLEIN CONC. FLOOR AND RECESSSTL. JAMBS A MIN. OF 48"INTO CONC. AND BACKFILLWITH CONCRETE AS SHOWNWELDCONTINUOUSLY ANDGRIND SMOOTH @MITER JOINTSTL. JAMBS ANDHEADER WELDEDAND GRIND SMOOTHWITH 1/2" X 5"NELSON STUDS (6)AS SHOWN THRUBOLTED TO STUDFRAMING ATJUNCTURE TO WALLFINISH FLOOR(N) 18" FOOTING @CENTER OF FRAMEFINISH MATERIAL (RE:A8.0 - ROOM FINISHSCHEDULE)5/8" GYP. BD.6" MTL. STUD2X6 WD NAILERCAULK20 GA. MTL. STRAPSSCREWS @ FRAMEDOOR PIVOTDOOR PANELNOTES:·4" METAL STUDS ARE TO BE CONTINUED TO THE TOP OF THE ROOF FRAMINGWITH A 2" VERTICAL SLOT CONNECTION FOR BOLTING. THE DOOR FRAMEASSEMBLY IS TO BE STIFFENED WITH ADDITIONAL FASTENERS AS NECESSARYFOR THE DOOR TO ABSORB BLOWS FROM PALLET JACKS AND OTHER PRODUCTMOVING EQUIPMENT.·EXTEND STEEL CHANNEL (C FRAME) 4 FEET BELOW FINISH FLOOR WITH 18" DIA.CONCRETE FOOTING.11DBL. ACTING TRAFFIC DOORSTL. FRAME JAMB & HEADERSCALE3/8" = 1' - 0"4WALL SOFFIT DETAILSCALE3/8" = 1' - 0"(E) ROOF INSULATION(E) ROOFSHEATHING(E) 2X4 ROOF JOIST AT24" O.C.(4) #10 TYP.3 5/8" X 20 GA.DIA. BRACE AT48" O.C. TYP.358" OR 6" X 24 GA.(MIN.) METAL STUDNON-BEARINGWALL AT 16" O.C.#ICBO 1715PMETAL 20 GA.TOP TRACK W/#10 SCREWSEA. SIDEWALL SOFFIT PERPENDICULAR(E) WOODPURLIN BEAM(4) #10 TYP.58" GYP BD. TAPE,SAND & PAINTCOOLER BOXPANELCONT. 20 GA.METAL TOP TRACKW/ (2) #10 SCREWSAT 24" O.C.WALL SOFFIT PARALLEL2X BLOCKING AT 24" O.C. W/ SIMPSONHANGERS AT EA. END TYP.(4) #10 TYP. AT 2XBLOCKING(E) WOODPURLIN BEAM(E) 2X4 ROOFJOIST AT 24" O.C.(E) ROOFSHEATHING3 5/8" X 20 GA. DIA.BRACE AT 48" O.C.TYP.METAL 20 GA.TOP TRACK W/#10 SCREWSEA. SIDECONT. 20 GA.METAL TOP TRACKW/ (2) #10 SCREWSAT 24" O.C.358" OR 6" X 20 GA. (MIN.)METAL STUD NON-BEARINGWALL AT 16" O.C. #ICBO1715PCOOLER BOXPANEL(4) #10 TYP.58" GYP BD. TAPE,SAND & PAINT20 GA. SLIPTRACKAB20 GA. SLIP TRACKEQ.EQ.EQ.15TACTILE SIGNS @ DOORSDETAILSCALE1/4" = 1' - 0"17BRAILLE DIMENSIONS, MEASUREMENTS, POSTION & VISUAL CHARACTER HGT.DETAILSCALE1/4" = 1' - 0"60" MAX.9"LATCH SIDEOF DOORTACTILE "EXIT" SIGN RE:DETAIL 17/A4.0, 14/A6.0& 19/A6.0℄EXITTACTILE "EMERGENCY EXIT ONLY" SIGN20EXIT SIGN MOUNTING DETAILDETAILSCALE1/4" = 1' - 0"18"X18" MIN.CLEAR SPACECENTERED ON TACTILE CHARACTERSA4.1ARCHITECTURAL/SITE DETAILSFilename:Sheet Title:Date:Scale:Project No.: Drawn By:Reviewed By:No.MCG ARCHITECTS 2018 ALL RIGHTS RESERVEDCSheet #:09-18-18Description18.452DateRevisions:Client:A Project for:Seal:TEAM600 CITADEL DRIVE,COMMERCE, CA 90040Tel. (323) 869 7500Fax (323) 869 7856TENANT IMPROVEMENT STOCKTON, CA 95207 SMART & FINAL #393 744 WEST HAMMER LANE AS NOTED10.22.181ST SUBMITTALNO T U S E DNOT USEDNOT USEDNOT USEDNOT USEDNOT USED