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1:3:6 MIXTURE OF <br />DRY CONC. PACKED <br />4" ALL AROUND <br />MIN. 6" AGGREGATE <br />BASE ALL AROUNDASPHALT SURFACING ON <br />CRUSHED ROCK BASE <br />PREPARED <br />SUB-GRADE <br />6" <br />FIN. GRADE <br />6" <br />6 <br />A6.3 <br />CONCRETE CURB DETAIL <br />SCALE: 1"=1'-0" <br />CAST-IN-PLACE OR <br />PRECAST CONCRETE CURB <br />W/ 1/2" MORTAR JOINTS <br />10 <br />" <br />1'-0" <br />CONTROL JOINTS TO FORM RECT. <br />OR SQ. W/ MAX. SPACING OF <br />12'-0" - PER SOILS REPORT <br />5" THICK CONC. SLAB W/#4 BARS @ <br />18" O/C EA. WAY @ MID-DEPTH <br />10 <br />A6.3 <br />EXPANSION JOINT / CONTROL JOINT (TYP.) <br />SCALE: 1"=1'-0" <br />COMPACTED EARTH <br />REINF. CONC. SLAB <br />CONTROL JOINT <br />W/ SEALANT <br />4" DEEP SAND BASE W/ <br />10 MIL. POLY LINER MID-DEPTH - <br />LAP 6" MIN. @ SEAMS <br />11 <br />A6.3 <br />CONCRETE FLATWORK <br />SCALE: 1"=1'-0" <br />(2) #4 REBAR TOP <br />AND BOTTOM <br />REINF. CONC. SLAB <br />EXPANSION JOINT <br />W/ COMP. FILLER <br />AND SEALANT <br />1 <br />2" MAX. <br />FLUSH <br />3 <br />A6.3 <br />EXTERIOR WALL @ STUCCO <br />SCALE: 3"=1'-0" <br />CONC. FLOOR SLAB ON V.B. <br />INTERIOREXTERIOR <br />2x6 WD. STUDS @ 16" O/C (PER <br />STRUCT.) W/ R-21 BATT. INSUL. <br />& 5 <br />8" TYPE X GYP. BD. INT. <br />15 <br />32" I STRUCT PLY. - ALIGN <br />W/ EDGE OF SLAB <br />A.B. PER STRUCT. <br />3 4" STUCCO ON GALV. EML <br />(FASTENER MAX. 12" O/C EA. <br />WAY)(W/ DRAIN CHNL.) ON <br />TYVEK WRAP <br /> 3 4" STUCCO ON GALV. <br />EML (FASTENER MAX. 12" <br />O/C EA. WAY) ON TYVEK <br />WRAP ON 3 4" PLY. ON 2X6 <br />WD. STUD WALL @ 16" <br />O.C W/ R-21 BATT. INSUL. <br />& 5 8" TYPE X GYP. BD. <br />INTERIOR <br />ALUM. CAP W/ KYNAR FIN. <br />SLOPED @ 14" / FT. ATTACH <br />W/ CEMENT ADHESIVE <br />ALUM. COUNTER <br />FLASHING BTWN COPING <br />AND CROWN CAP <br />2 <br />A6.3 <br />PARAPET CAP DETAIL <br />SCALE: 3"=1'-0" <br />SNAP-LOCK ALUM. <br />PARAPET COPING <br />(CAP) W/ KYNAR FIN. <br />2X10 CONT. WOOD <br />NAILER ATTACHED TO <br />WD. STUD WALL W/ <br />3/8" X 4" LAG BOLTS <br />AT 48" O.C. MAX. <br />ATTACH ROOFING <br />MATERIAL TO NAILER <br />W/ FLAT HEAD SCREW <br />AND NEOPRENE <br />WASHER MAX. 24" <br />O.C. <br />WEATHERWELD <br />MEMBRANE ROOFING <br />TO EXTEND OVER TOP <br />OF WALL - FASTEN PER <br />MANU. INSTRUCTIONS <br />3" <br />6" <br />5 <br />A6.3 <br />EAVE ISOMETRIC <br />1 1/2" = 1'-0" <br />CONTINUOUS CLEAT SET IN <br />BUTYL TAPE FASTEN 8" ON CENTER <br />UNDERLAYMENT <br />EAVE FLASHING <br />PANEL <br />TRIPLE BEAD <br />BUTYL TAPE <br />LOWER PANEL <br />6" LAP MIN. <br />9-15 HEX HEAD <br />WOODZAC FASTEN <br />THROUGH BUTYL 4" <br />ON CENTER <br />CB 2000 <br />UPPER PANEL <br />DOUBLE BEAD <br />BUTYL TAPE <br />4 <br />A6.3 <br />PANEL LAP ISOMETRIC <br />1 1/2" = 1'-0" <br />1 <br />A6.3 <br />IPE WOOD SIDING <br />SCALE: 3"=1'-0" <br />EXTERIOR <br />1 X 6 TONGUE AND GROOVE <br />IPE SIDING ON GALV. EML <br />(FASTENER MAX. 12" O/C EA. <br />WAY) ON TYVEK WRAP ON 3 4" <br />PLY. <br />A-6.3 <br />EXTERIOR <br />DETAILS <br />Dr <br />. <br /> <br />K <br />a <br />l <br />a <br />n <br />t <br />a <br />r <br />i <br /> <br />D <br />e <br />n <br />t <br />a <br />l <br /> <br />O <br />f <br />f <br />i <br />c <br />e <br /> <br />SHEET NO. <br />2509 <br />REVISIONS: <br />5/30/2025DATE: <br />PROJECT NO. <br />DE <br />N <br />T <br />A <br />L <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />E <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />22 <br />2 <br />2 <br /> <br />S <br />. <br /> <br />B <br />r <br />i <br />s <br />t <br />o <br />l <br /> <br />S <br />t <br />r <br />e <br />e <br />t <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />A <br />, <br /> <br />S <br />a <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 />4 <br />A PLANCHECK <br />REVISIONS 10-15-25