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DOOR - SEE SCHEDULE <br />11INTERIOR DOOR JAMB <br />SCALE: 3"=1'-0" <br />5STUD WALL TO MULLION <br />SCALE: 3"=1'-0" <br />MET. STUD WALL W/ INSULATION - <br />SEE WALL LEGEND <br />2" W. x 1/8" THICK <br />COMPRESSIBLE <br />NEOPRENE GASKET <br />WINDOW FRAME <br />INTERIOR WINDOW JAMB (HEAD/SILL, SIM.) <br />SCALE: 3"=1'-0" <br />INTERIOR HOLLOW METAL DOOR HEAD (JAMB SIMILAR) <br />INTERIOR HOLLOW METAL DOOR HEAD (JAMB SIM.) <br />SCALE: 3"=1'-0" <br />DOOR FRAME <br />2" <br />DO <br />O <br />R <br /> <br />D <br />I <br />M <br />. <br />WALL CONST. PER <br />PLANS <br />INSULATION WHERE <br />OCCURS - SEE WALL <br />LEGEND <br />HOLLOW METAL <br />DOOR FRAME <br />DOOR - SEE <br />SCHEDULE <br />A B <br />VERTICAL MULLION <br />INSULATION WHERE <br />OCCURS - SEE WALL <br />LEGEND <br />5/8" GYP. BD. OVER <br />METAL STUDS. SEE <br />WALL LEGEND <br />FLOOR LINE CWINDOW FRAME <br />1/4" CLEAR GLASS (TEMP. WHERE NOTED) <br />|" CLEAR GLASS <br />13 <br />12 <br />STOREFRONT, SEE PLAN <br />FOR EXACT ALIGNMENT <br />JAMB BEYOND <br />ALUMINUM STOREFRONT SYSTEM <br />EXPANSION JOINT <br />|"/FT SLOPE <br />CONC. SLAB SEE <br />STRUCTURAL <br />BACKER ROD & SEALANT <br />BOTH SIDES <br />10 <br />" <br /> <br />M <br />I <br />N <br />. <br />CONC. SLAB <br />SEE STRUCTURAL <br />EXPANSION JOINT <br />SET IN MASTIC <br />ALUMINUM THRESHOLD <br />DOOR SWEEP <br />2% MAX. SLOPE <br />1/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />1 <br />2 <br />ALUMINUM FRAME SINGLE SWING <br />DOOR W/ FIXED TEMPERD GLASS <br />8STOREFRONT SILL DETAIL <br />SCALE: 3"=1'-0" <br />7STOREFRONT DOOR THRESHOLD <br />SCALE: 3"=1'-0" <br />2" <br />GC TO SAW CUT CLEAR OF <br />STOREFRONT, KEEP <br />CLEAR FROM FOOTING <br />BELOW <br />NEW COURTYARD <br />CONC. POUR - SEE <br />STUCTURAL <br />THRESHOLDS <br />SCALE: 3"=1'-0"9 <br />ADHESIVE <br />SCHEDULED <br />VINYL TILE <br />SCHEDULED VINYL <br />REDUCER STRIP <br />SCHEDULED CARPET <br />A - CARPET TO LVT <br />DOOR - SEE DOOR SCHEDULE <br />ALUMINUM THRESHOLD <br />DOOR SWEEP <br />SET IN MASTIC <br />2 <br />1 <br />1 2 <br />MA <br />X <br />. <br />1 4 <br />B - LVT TO CONCRETE <br />FLOOR FINISH <br />PER PLANS <br />C - LVT TO TILE <br />1 2" <br />M <br />A <br />X <br />. <br />1 4 M <br />A <br />X <br />. <br /> <br />@ <br />1: <br />2 <br /> <br />S <br />L <br />O <br />P <br />E <br />SLOPE <br />FLOOR <br />2% MAX. <br />EXISTING FLOOR <br />WATERPROOFING MEMBRANE, TYP. <br />SCHEDULED FLOOR TILE SET IN MASTIC, OVER <br />WATERPROOFING MEMBRANE <br />JAMB WIDTH <br />DOOR PER SCHEDULE <br />1 2 M <br />A <br />X <br />. <br />MARBLE THRESHOLD (COLOR TO <br />MATCH TILE FLOOR, SET IN MASTIC, <br />OVER WATERPROOFING MEMBRANE <br />SCHEDULED VINYL <br />FLOORING <br />FLOOR FINISH <br />CONCRETE FLATWORK <br />CONCRETE SLAB ON GRADE <br />1" INSULATED CLEAR GLASS <br />STOREFRONT. SEE WINDOW <br />SCHEDULE. <br />1/2" EXPANSION JOINT FILLER <br />SLOPE <br />EXTERIOR WALKWAY <br />SEALANT O/ 1/2" EXP. <br />JOINT FILLER <br />THRESHOLD METAL <br />FLASHING SET IN FULL <br />BED OF SEALANT AT <br />SILL AND JAMBS <br />1" INSULATED CLEAR GLASS <br />STOREFRONT. SEE WINDOW <br />SCHEDULE. <br /> HEADER PER STRUCT. DWGS <br />12" WIDE MIN. S.A.F. EXTEND <br />STRUCT. SHEATHING (WHERE OCCURS) <br />EXTERIOR CEMENT PLASTER <br />OVER METAL LATH AND (2) <br />LAYERS OF 60 MIN. GRADE "D" <br />BUILDING PAPER <br />GALVANIZED Z FLASHING,SET <br />IN SEALANT. EXTEND 1 1/2" <br />BEYOND ROUGH OPENING & <br />PAINT TO MATCH <br />STOREFRONT FRAME COLOR <br />J-MOLD (COLOR TO MATCH <br />STUCCO) <br />1" INSULATED CLEAR GLASS <br />STOREFRONT. SEE WINDOW SCHEDULE. <br />B - VERTICAL MULLION (HORIZONTAL SIM.) <br />A - SILL <br />C - HEAD <br />STOREFRONT DETAILS <br />SCALE: 3"=1'-0"14 <br />24GA. SHEET METAL, FULL HEIGHT. <br />PAINT TO MATCH WALL COLOR. <br />MTL. CORNERBEAD, EACH SIDE. <br />WALL @ SUSPENDED CEILING <br />SCALE: 3"=1'-0"6 <br />20 GA. STL. STUD <br />BRACE TO STRUCTURE <br />ABOVE - ALTERNATE @ <br />4'-0" O.C. <br />18 GA. 'L' CLIP @ EA. <br />BRACE <br />METAL CHANNEL RUNNER <br />SUSPENDED CEILING, SEE <br />REFLECTED CEILING PLAN, TYP. <br />METAL STUD WALL, <br />SEE WALL LEGEND <br />6" <br />45 <br />° <br />NOTE: <br />SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFO & CONNECTION DETAILS. <br />HARD LID CEILING PER <br />REFLECTED CEILING PLAN. <br />SEE STRUCTURAL <br />DRAWINGS FOR FRAMING. <br />FULL HEIGHT 1-HOUR WALL 17 <br />EXISTING <br />CEILING JOISTS <br />OR BLOCKING <br />(PROVIDE NEW <br />AS REQUIRED) <br />INSULATION (WHERE <br />OCCURS) <br />THERMAL OR SOUND <br />INSULATION WHERE <br />OCCURS, SEE PLAN <br />(2) LAYERS 5/8" <br />TYPE 'X' GYP. BD. <br />PROVIDE TYPE 'X' 5/8" <br />GYP.BD., BOTH SIDES. <br />SEE WALL LEGEND <br />METAL STUD WALL <br />SEE WALL LEGEND <br />METAL FLOOR CHANNEL <br />(SAME GAUGE AS STUD <br />WALL). FASTEN WITH <br />.180" DIA. POWER-DRIVEN <br />SHOT PINS AT 16" O.C. <br />(ESR-1799) <br />SUSPENDED CEILING <br />WHERE OCCURS <br />GYP. BD. CEILING <br />WHERE OCCURS <br />181-HOUR FLOOR/CEILING ASSEMBLY AT GLB <br />SCALE: 3"=1'-0" <br />EXISTING FLOORING <br />EXISTING CONCRETE <br />TOPPING SLAB <br />EXISTING PLYWOOD SHEATHING <br />EXISTING FLOOR JOISTS <br />TO REMAIN <br />NEW 2-LAYERS TYPE "X" GYP. <br />BD. OVER EXISTING FLOOR <br />JOISTS & GLUE-LAM BEAM <br />EXISTING GLUE-LAM <br />BEAM TO REMAIN <br />NOTES: <br />1. CEILING BELOW IS NOT REQUIRED TO BE <br />OF FIRE-RATED CONSTRUCTION. <br />2. ENSURE FIRE RATING IS CONTINUOUS <br />FROM BASE OF WALLS TO FLOOR / CEILING <br />& ROOF / CEILING ASSEMBLIES. <br />SE <br />E <br /> <br />C <br />L <br />' <br />G <br /> <br />P <br />L <br />A <br />N <br />FULL HEIGHT WALL <br />SCALE: 3"=1'-0"2 <br />1" <br /> <br /> <br />C <br />L <br />E <br />A <br />R <br />NO <br /> <br />C <br />O <br />N <br />N <br />E <br />C <br />T <br />I <br />O <br />N <br />BATT INSULATION <br />16 GA. DEEP LEGGED <br />RUNNER CHANNEL W/ <br />SLOTTED SLIP TOP TRACK <br />NEW 2x BLOCKING <br />PROVIDE HORIZ. <br />MECHANICAL <br />BRIDGING / BRACING <br />@ 6'-0" O.C. MAX. <br />BETWEEN STUDS ON <br />SIDE OF WALL WHERE <br />GYP. BD. DOES NOT <br />OCCUR. <br />NOTE: DO NOT FASTEN <br />GYP. BD. TO TOP <br />TRACK <br />METAL STUD WALL - <br />SEE WALL LEGEND <br />SUSPENDED CEILING <br />WHERE OCCURS <br />5/8" GYP. BD. EACH SIDE OF <br />MET. STUDS <br />FLEXIBLE ACOUSTICAL <br />SEALANT <br />NEW BATT. INSULATION <br />6" <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />F <br />L <br />O <br />O <br />R <br /> <br />/ <br />RO <br />O <br />F <br /> <br />A <br />S <br />S <br />E <br />M <br />B <br />L <br />Y <br />NOTE: <br />SEE STRUCTURAL DRAWINGS <br />FOR ADDITIONAL INFO. <br />WALL @ BASE, TYP. <br />SCALE: 3"=1'-0" <br />METAL STUD WALL, <br />SEE WALL LEGEND <br />BATT INSULATION (WHERE <br />OCCURS) - SEE WALL LEGEND <br />5/8" GYP. BD. EA. SIDE <br />BASE (SEE FINISH SCHEDULE) <br />1 <br />METAL FLOOR CHANNEL (SAME <br />GAUGE AS STUD WALL). FASTEN <br />WITH .180" DIA. POWER-DRIVEN <br />SHOT PINS AT 16" O.C. (ESR-1799) <br />EXISTING CONCRETE SLAB <br />(2) #10 S.M.S., EACH SIDE @ EA. STUD <br />WALL @ GYP. BD. CEILING <br />SCALE: 3"=1'-0"4 <br />5/8" GYP. BD. BOTH SIDES <br />(USE W.R. GYP. BD. @ <br />RESTROOM SIDE, WHERE <br />OCCURS) <br />FO <br />R <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />SE <br />E <br /> <br />C <br />L <br />G <br />. <br /> <br />P <br />L <br />A <br />N <br />METAL STUD WALL, <br />SEE WALL LEGEND <br />CEILING JOISTS WITH <br />5/8" GYP. BD. ONE SIDE <br />& SOUND BATT <br />INSULATION <br />FO <br />R <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />SE <br />E <br /> <br />C <br />L <br />G <br />. <br /> <br />P <br />L <br />A <br />N <br />SOUND BATT INSULATION <br />WALL, DOOR & WINDOW <br />DETAILS <br />CLIENT: <br />SUBMITTAL <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />B <br />S <br />B <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />, <br /> <br />i <br />n <br />c <br />. <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />JOB NO. <br />DATEREVISION <br />SHEET TITLE <br />SHEET NO. <br />08.08.2023PLANNING SUBMITTAL <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br /># <br />2 <br />0 <br />0 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />- <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />I <br />CM220584.00 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />CL <br />I <br />E <br />N <br />T <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />1ST PC SUBMITTAL - BUILDING <br />PLAN CHECK RESUBMITTAL <br />02.08.2024 <br />PLAN CHECK RESUBMITTAL 09.09.2024 <br />970 W. 190TH. 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