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IN <br />I_ 111 J\�_ I I I \I1 I - I I <br />Y XI I I I /'V I I I <br />EIFS EXTERIOR FINISH <br />1/2" PLYWOOD OVER 6" <br />STUDS WITH R-13 <br />KRAFT-FACED BAIT <br />r 1N INSUL. <br />EXISTING CONCRETE <br />FRAME AND CMU INFILL <br />WALL ABOVE. FRAMED HEADER. <br />SEE STRUCT. <br />0 <br />EIFS EXTERIOR FINISH 2" POLYISO AT HEADER. <br />BACKER ROD AND EIFS EXTERIOR FINISH <br />SEALANT <br />_..---SHIM <br />`- BACKER ROD AND <br />ANODIZED ALUMINUM SEALANT <br />STOREFRONT. DRAINAGE TRACK <br />CMU WINDOW HEAD 3" = V-0" 117 SOFFIT 3" = T-0" 113 <br />ANODIZED ALUMINUM <br />STOREFRONT. <br />a <br />FLASHING SET IN Q <br />SEALANT 4 <br />WHITE SOLID SURFACE <br />SILL AND APRON FLASHING SET I a a4 <br />SEALANT. <br />a <br />SHIM <br />EXISTING CONRTE OR <br />CN U RIOUGH OPENING. <br />77 S EL DOOR. <br />EIFS EXTERIOR FINISH SE SHEET A2.0. <br />a <br />NEW 12" CMU INFILL TO <br />a SILL HEIGHT. <br />Q <br />EXISTING CMU SILL <br />BELOW. <br />CMU WINDOW SILL 3"=1'-0" 11831 STEEL DOOR HEAD 3"=1' o"114 <br />1" DRAINABLE EIF GYPSUM BOARD OVER 6" <br />STEEL STUD FRAMING. <br />SEE STRUCT. <br />HEADER. <br />SEE STRUCT. <br />KRAFT-FACED BATT <br />INSULATION. R-13 MIN. STEEL DOOR. <br />SHIM. DRAINAGE TRACK SE SHEET A2.0. <br />DRAINAGE TRACK <br />AD COMPLIANT <br />FLASHING TO MATC SEALANT ALUMINUM STRESHOLD <br />WINDOW FRAME. AT EXTERIOR DOORS <br />ONLY. TRANSITION TO <br />THRESHOLD AT VC r. SEE FINISH PLAN. <br />EXTERIOR DOOR ONLY <br />BACKER ROD AN <br />SEALANT. <br />aa. <br />ANODIZED ALUMINUM a <br />/ STOREFRONT FRAMING. ^ A <br />FRAME WINDOW HEAD 3 =1'-0" 119 <br />ALUMINUMANODIZED ,------STOREFRONT FRAMING. I <br />SEALANT <br />FLASHING TO MATCH SOLID SURFACE SILL AN <br />WINDOW FRAME. APRON <br />KRAFT-FACED BATT <br />BACKER ROD AN JINSULATION. R-13 MIN. <br />SEALANT. GYPSUM BOARD OVER f <br />1" DRAINABLE EIF STEEL STUD FRAMING. <br />SEE STRUCT. <br />FRAME WINDOW SILL 3"=V-0" 120 <br />STEEL DOOR THRESHOLD 3' = T-0" 11 S I <br />- 111' ' I'' _ II ' 11911 111, [ Ti III I Pt';II A I_1.11..I1 -I I I <br />6" STEEL STUDS AND <br />KRAFT-FACED BATT <br />INSUL <br />DUROLAST SINGLE -PLY <br />MEMBRANE <br />DUROLAST TRIM <br />12" X 12" LOUVER. <br />�- DUROLAST SINGLE -PLY r <br />MEMBRANE <br />LOUVER 3" = V-0" 1 9 <br />NOT USED 3' = 1'-0" 111 1 <br />I 'I E11 III ILL— I <br />1X SHIM GALVANIZED METAL COPING. <br />PAINT IN FIELD. <br />1/2" EXTERIOR GRADE <br />PLYWOOD SHEATHING V <br />TURN DUROLAST ROOFING <br />OVER PARAPET <br />MCI <br />2X10CAP z <br />7! <br />2 � d- <br />�"w c� <br />7 :�oA o �— <br />LM <br />D Lo <br />00!1I a NoNc. <br />L �D*co r-- <br />a0 <br />�VWWYa� <br />F„D I— 1 <br />�xOWN! W c)or=c-- <br />�UJzv`r' <br />1/2" PLYWOOD OVER 6" Lo N <br />STUDS WITH R-13 — <br />KRAFT-FACED BATT INSUL. <br />ON <br />J <br />ILL <br />BUILT UP FOAM CORNICE. <br />1" THICKER PER STEP. <br />TOWER CAP 3" <br />GALVANIZED METAL COPING. <br />PAINT IN FIELD. <br />TURN DUROLAST OVER PARAPET 04 <br />/— BRACING. SEE STRUCT. WALL. <br />EIFS EXTERIOR FINISH. <br />DUROLAST SINGLE -PLY <br />ROOFING MEMBRANE <br />OVER TWO LAYERS OF 2" <br />AND ONE LAYER OF 1/2" <br />RIGID POLYISO <br />INSULATION. MIN R-25. <br />2X BLOCKING <br />--- NEW JOISTS AND ROOF <br />DECK. SEE STRUCT. <br />a <br />DUROLAST SINGLE -PLY <br />ROOFING MEMBRANE <br />OVER TWO LAYERS OF 2" <br />AND ONE LAYER OF 1/2" <br />RIGID POLYISO <br />INSULATION, MIN R-25, <br />OVER EXISTING ROOF <br />AND STRUCTURE. <br />0 <br />EAS <br />�- EXISTING ROOF <br />MEMBRANE AND DECK <br />a <br />EXISTING ROOF <br />STRUCTURE <br />a EXISTING <br />a . CONCRETE/CMU <br />PARAPET WALL <br />ROOF TRANSITION 3"=1'-9' g <br />02 <br />0 <br />0 <br />r` <br />BUILT UP FOAM CORNICE. 6' <br />cc <br />1" THICKER PER STEP. Q <br />1 -cc cry._ O <br />r; Q F F` 4 . w <br />U) <br />z <br />v <br />LEE B. y <br />DUROLAST SINGLE -PLY ROOFING K/ • a M A N S KE o <br />MEMBRANE OVER TWO LAYERS'F` ` <br />OF 2" AND ONE LAYER OF 1/2" %� 0 <br />AR97470 e U w <br />RIGID POLYISO INSULATION. MIN �� w <br />R-25. '® <br />m <br />rQ w <br />16009 <br />a <br />a <br />ROOF DECK. <br />a <br />SEE STRUCT. <br />a <br />ROOF JOIST. <br />a <br />SEE STRUCT. <br />a <br />6" LINTEL. <br />SEE STRUCT. <br />a <br />J <br />Q <br />a <br />a <br />—1/2" PLYWOOD OVER 6" STUDS WITH <br />Q <br />R-13 KRAFT-FACED BATT INSUL. <br />A <br />—1/2" PLYWOOD OVER 6" STUDS WITH <br />R-13 KRAFT-FACED BATT INSUL. <br />CONTRACT DATE: <br />01.05.2016 <br />BUILDING TYPE: <br />N/A <br />PLAN VERSION: <br />SITE NUMBER: <br />STORE NUMBER: <br />DEC 2015 <br />N/A <br />N/A <br />PARAPET CAP 3' = 1'-0" <br />1 " <br />1 <br />SHELL BUILDOUT <br />5935 GALL BLVD <br />ZEPHYRHILLS, FL 33541 <br />REMODEL <br />PHASE 1 <br />CONSTRUCTION <br />DETAILS <br />6mO <br />PLOT DATE: <br />