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Proj. Mgr. <br />JU <br />5� <br />Al I INAINII INA (-AF) <br />SECLION C? NON BEARING EXTERIOR WALL_ <br />SCALE: 3" = 1'-0" <br />CAST IRON DRAIN DOME <br />CLAMP RING <br />TAMKO MODIFIED ASIPHAC1 POLYESIER <br />REINFORCED FLASHING MEMBRANL <br />AWAPLAN PREMIUM SOLID ROOFING SEI <br />IN HOT STEEP ASPHALT <br />TAMKO BASL PLY SET IN IIOT STEEP <br />ASPHALT <br />2" MIN. RIDGID INSULATION MECH. IASI NFD 10 <br />TO METAL DECK SLOPED TO MATCH FALL <br />CORRIGATFD METAL DECK <br />DRAIN BODY <br />DECK CLAMP <br />ADJUSTABLE COLLAR <br />GASKEI AFTER FINAL ADJUSTMENT APPLY <br />ROOF CEMENT <br />DOWN PIPE <br />A ROOF DRAIN DETAIL <br />A5.1 SCALE: 3" = 1'-0" <br />COLUMN <br />CENTERLINE <br />SNAKE FLEXIBLE CONDUIT <br />FOR REQUIRED FLOOR <br />SLAB THROUGH EXISTING <br />STEEL TUBE COLUMNS <br />SEE RCP FOR CEILING <br />TYPE AND HEIGHT <br />(E) STL. COLUMN <br />CHIP AWAY FLOOR SLAB <br />II <br />AND PATCH AS <br />NECESSARY TO ALLOW FOR <br />CORRECT PLACEMENT OF <br />FLOOR OUTLET PER E3.0 <br />II <br />- POWER PLAN <br />—77 <br />I� <br />-— „ -7� <br />�FLOOR <br />OUTLET @ (E) C01 AJ M N <br />SCALE: 1 1 /2" 1'-0" <br />SEE SEC.12 SHEET-G1.0 <br />ALUMINUM CAP <br />FLASHING PAINTED <br />P.T. 2x6 NAILER - <br />�5 <br />SLOPE <br />a' <br />VARIES <br />T.O. FRAMING <br />ISEC I ON C NON BEARING EXTERUR WALL <br />SCALE: 3/4" = 1'-0" <br />EXTERIOR WALL <br />CONTINUOUS G/ <br />METAL DRIP ED <br />OF DOOR FRAM <br />MATCH DOOR F <br />PLUMBING VENT STACK <br />ELASIIC SEALANT CONTINUOUS BEAD — <br />PRIMER <br />CONTINUOUS COPPER S IRIP WIl H <br />FIXING @ 6 O.C. <br />PREFABRI�;ATFD CURB OUT OF P.T. <br />2"x8" &2'x6° W/ 5/8" EXTERIOR <br />SYJEDDLHSR WEDECRTOECKWITCWS <br />TAMKO MODIFIED ASPHALT POLYESTER <br />REINFORCED FLASHING MEMBRANE <br />CRICKET <br />AWAPLAN PREMIUM SOLID ROOFING SET <br />IN HOT STEEP ASPHALT <br />TAMKO BASE PLY SET IN HOT STEEP ASPHALT <br />2" RIGID INSULATION MECH. <br />FASTENED TO METAL DECK <br />GALV. METAL DECK <br />STEEL BAR JOIST <br />5° ALLOWA CE <br />SEE FLOOR PLAN AND FINISH <br />SCHEDULE FOR WALL <br />CONSTRUCTION AND FINISH <br />HOLLOW METAL DOOR AND <br />FRAME, SEE DOOR AND FINISH <br />SCHEDULE AND EXTERIOR <br />ELEVATIONS FOR EXTERIOR <br />FINISHES <br />DR P EDGE DETAIL 0 EXT, DOOR <br />ALUMINUM CAP <br />1- LASHING PAINTED <br />P.T. 2x6 NAILEE`- <br />4"x12" 16 OZ. COPPER <br />EMERGENCY SCUPPER <br />CONCRETE SPLASH BLOCK---,,,,,, <br />TYP. DOE VENT DETAIL <br />SCALE: 3" = 1'-0" <br />SCALE: 1 1 /2" 1'-0" SEE SEC.8.8 & 8.9 SHEET-G1.0 <br />5 <br />SLOPE <br />VARIES <br />T.O. FRAMING <br />SECT ON C4 NON BEARING EXTER OR WALL <br />SCALE: 3/4" = 1'-0" <br />4 SEC ON a BEAR NG WALL <br />SCALE: 3/4" = 1'-0" <br />WALK PAD <br />VARIES <br />FRAMING <br />ALL <br />1.D VERIFY) <br />Job. Capt, <br />SG <br />Drawn by <br />JT <br />Rev'd by <br />RB <br />U <br />i Q <br />RON BARR, A.I.A. <br />STATE OF FLORIDA <br />AR 0016160 <br />Q COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />�I <br />Iou <br />' <br />�ikViK� <br />I L <br />i <br />T��: •a <br />VLiop <br />URI <br />I, <br />u, <br />- <br />��v, <br />1�F <br />11 <br />J <br />Revisions: <br />CADFILE No. <br />a <br />M <br />I <br />li <br />' <br />m <br />W <br />IL <br />[�] <br />�pE <br />con <br />ou <br />w <br />�0 <br />'1 <br />N <br />O <br />L <br />a) <br />M <br />N <br />L <br />N <br />'c <br />N <br />� <br />Q <br />° <br />Lo <br />u <br />+� <br />0) <br />E <br />. _ <br />4: <br />c) <br />a) <br />LL <br />ca <br />E <br />Q <br />m <br />L <br />4-0 <br />2 <br />� <br />a <br />U) <br />U <br />rr <br />Lo <br />0 <br />U) <br />Lo <br />0) <br />:3 <br />U <br />r- <br />L <br />CL <br />N <br />U <br />�2 <br />SV <br />Sheet Title <br />SECTIONS <br />AND DETAILS <br />Sale: AS NOTED <br />Date: Sheet No. <br />01-31-2013 <br />Project No. <br />A5. <br />1 <br />12-027 <br />