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ALUMINUM COPING WITH <br />KEYED NOTES <br />HEMMED LEADING EDGE <br />SET IN ADHESIVE OVER <br />ICE AND WATER SHIELD <br />ONE LAYER OF 5/5" <br />WATERPROOF MEMBRANE— <br />SL PE <br />EXTERIOR GRADE <br />PLYWOOD SHEATHING - <br />ALUMINUM COPING WITH HEMMED <br />LEADING EDGE SET IN <br />O <br />DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE <br />USE SHIM TO SLOPE <br />TOWARDS ROOF <br />ADHESIVE OVER ICE AND <br />WATER SHIELD WATERPROOF <br />OVER MIN. 3.20" (R-19) ISO BOARD TAPERED INSULATION TO <br />PROVIDE 1/4" MIN. SLOPE - SEE ROOF PLANS <br />AS REQUIRED <br />MEMBRANE <br />OEXTEND <br />SINGLE PLY ROOFING MEMBRANE UP AND OVER <br />�r <br />PARAPET WALL <br />METAL SELF SEALING <br />SLOB <br />2x P.T. WOOD NAILER WITH I/4" <br />000NT. <br />4" CANT STRIP - SEE ROOF PLAN <br />FASTENERS AT 48" O.C. <br />— <br />TAPCON SCREWS AT EACH <br />O4 <br />-1/8'' SMOOTH SAND FLOAT STUCCO FINISH OVER PAPER BACKED <br />LOCK FLASHING <br />END AND AT 24'' O.C. MAX, <br />GALv. METAL LATH OVER "TYvEK" STUCCO WRAP OVER 1/2" <br />SEALANT <br />EXTERIOR GRADE PLYWOOD SHEATHING <br />EXTEND ROOFING <br />SEALANT <br />METAL SELF SEALING <br />FASTENERS AT 48 O.G. <br />LOCK FLASHING <br />O <br />7/8" SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH RIB GALV. <br />MEMBRANE UP AND <br />METAL LATH <br />OVER TOP OF <br />PARAPET WALL <br />"TYVEK" STUCCO WRAP <br />OVER 1/2" EXTERIOR <br />C <br />O <br />8" C.M.0 WALL SYSTEM -SEE STRUCTURAL DRAWINGS FOR VERTICAL <br />UNDER COPING <br />GRADE PLYWOOD <br />D HORIZONTAL REINFORCEMENT <br />CONTINUOUS 4" CANT <br />SHEATHING <br />SEALANT <br />STEEL HSS JOIST - SEE STRUCTURAL DRAWINGS <br />SO <br />MILLWORK - SEE FLOOR PLANS AND INTERIOR ELEVATIONS <br /><F�, <br />METAL STUDS (TYPICAL) <br />- SEE STRUCTURAL <br />SEALANT <br />9 <br />STEEL ANGLE -SEE STRUCTURAL DRAWINGS <br />SINGLE PLY <br />ROOFING <br />MEMBRANE <br />7/8" SMOOTH SAND <br />STUCCO FINISH OVER <br />4 C <br />S2b ro <br />20 -0 A.F.F.A,F.F. <br />TOP OF <br />MASONRY <br />A <br />6 S2b <br />EXTEND ROOFING MEMBRANE <br />a <br />MASONRY WALL SYSTEM - <br />SEE STRUCTURAL <br />10 <br />II <br />CONT. SPRINGLOCK FLASHING BY "FRY REGLET" <br />CLIP ANGLE - SEE STRUCTURAL DRAWINGS <br />^�----------� <br />UP AND OVER PARAPET WALL <br />5/8" SMOOTH SAND FLOAT <br />PAPER BACKED GALV. <br />METAL LATH OVER <br />i <br />i <br />FINISH STUCCO <br />12 <br />6" METAL STUDS - SEE STRUCTURAL DRAWINGS <br />TYVEK" STUCCO WRAP <br />OVER 1/2" EXTERIOR <br />'' <br />I <br />I I 1 <br />I <br />a <br />13 <br />METAL ROOF DECK - SEE STRUCTURAL DRAWINGS <br />GRADE PLYWOOD <br />�_ <br />, <br />SHEATHING <br />I <br />I <br />14 <br />FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS <br />° <br />to. <br />15 <br />ROOF DRAIN - SEE ROOF PLAN <br />39 <br />--�; <br />39 <br />16 <br />EXISTING STEEL BAR JOIST -SEE STRUCTURAL DRAWINGS <br />DETAIL <br />DETAIL <br />8 <br />O <br />SCALE: 3" = I'-0" <br />� <br />O <br />SCALE: 3" = I'-0" <br />I� <br />O <br />IS <br />EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS <br />EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS <br />�� omm, sms, <br />allow now, omm, common, <br />sommomm common, common common, �� <br />Ig <br />EXISTING SLAB ON GRADE <br />A <br />I <br />A <br />20 <br />CLEAN, COMPACTED, TERMITE TREATED FILL <br />35 <br />I r <br />1 <br />APPROXIMATE GRADE <br />A.F.F. <br />10 <br />I I <br />I I <br />16'-8" A.F,F. <br />22 <br />1/2" EXPANSION JOINT MATERIAL <br />° <br />TOP OF <br />I <br />I <br />TOP OF <br />r` I <br />MASONRY <br />ro <br />I <br />I <br />MASONRY <br />23 <br />CONCRETE SIDEWALK - SEE SITE PLAN <br />I <br />PARAPET <br />I I <br />�144 <br />PARAPET2 <br />24 <br />FIN15H FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET ID1 <br />2 <br />2 <br />3 <br />3 <br />3 <br />25 <br />STEEL BEAM - SEE STRUCTURAL DRAWINGS <br />1 <br />1 <br />1 <br />26 <br />CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI <br />I <br />I <br />I <br />2l <br />EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS <br />SL PE I <br />ro <br />(+/-) 14'-0' A.F.Fjk <br />SLOPE <br />Al <br />6 <br />�Pr I <br />6 <br />28 <br />LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />35 <br />TOP OF <br />35 <br />I <br />35 <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />EXISTING <br />PARAPET <br />° <br />1� (+/-) 14'-0" A.F.F <br />° <br />1� <br />,I <br />(+/-) 14'-0 A.F.F <br />29 <br />5/6" CD GYPSUM CEILING BOARD - SEE CEILING PLAN AND <br />DETAILS <br />(VERIFY) <br />TOP OF <br />TOP OF <br />10 <br />6 <br />�.---� <br />r 13'-4" A.F.F. <br />EXISTING <br />PARAPET <br />I <br />I <br />EXISTING <br />PARAPET <br />30 <br />HSS STEEL JOIST NESTED -SEE STRUCTURAL DRAWINGS <br />3 <br />TOPFRAM <br />(VERIFY) a <br />I <br />(VERIFY) <br />31 <br />5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT 16" O.C. <br />3-1 <br />I <br />OVER I" RIGID INSULATION -EXTEND INSULATION TO UNDERSIDE OF <br />I I <br />ROOF DECK. <br />12'-8" A.F.F. <br />EXISTING ROOF <br />JOIST BEARING <br />/ <br />DOMINO <br />12'-8" A.F.F. <br />ST ROOF <br />J015T IBEARI G <br />32 <br />XI67 NG EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL <br />DRAWINGS <br />/ /j -' <br />', /'" <br />° <br />/ / <br />-- --------- - -- ----------------------- <br />EXISTING ROOF <br />-- -- - -- - JOIST BEARING <br />' <br />39 <br />" IS <br />-�/�/, <br />S2�' <br />33 <br />O <br />8" PRECAST LINTEL - SEE STRUCTURAL DRAWINGS <br />/ <br />-- -- --- --- - - -- -- <br />-- -- -- -- -- -- - -- - <br />.' <br />16 <br />34 <br />DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />36 <br />TOP OF BEAM <br />36 <br />3ro <br />35 <br />35 <br />5/8" SMOOTH SAND FLOAT STUCCO FINISH <br />32 <br />13 <br />25 /DECK BRG <br />/ HSS BRG <br />32 <br />32 <br />36 <br />EXISTING (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL <br />30 <br />II <br />�� <br />DRAWINGS <br />° <br />�� <br />4 I <br />37 <br />DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE <br />x x <br />j 12 <br />I <br />I <br />OVER ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN. <br />x x <br />° <br />SLOPE - SEE ROOF PLANS <br />° <br />38 <br />NEW MASONRY ABOVE LINTEL - SEE STRUCTURAL DRAWINGS <br />28 I <br />38 <br />I 12 <br />4I <br />a <br />10'-0" A,F,F. <br />UNDERFRAMSIDE OF <br />I I <br />° <br />I <br />I 38 <br />39 <br />(2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS <br />� I <br />31 r <br />I <br />35 <br />------- --- <br />6 29 <br />V• <br />------- --� <br />6 29 r <br />35 <br />40 <br />41 <br />O <br />WELDED STEEL ANGLE FRAME - SEE STRUCTURAL DRAWINGS <br />"TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD <br />P <br />S2b <br />I <br />I <br />SHEATHING - SEE STRUCTURAL DRAWINGS <br />33 <br />I <br />I <br />31 <br />3b 31 <br />• <br />I I <br />42 <br />CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS <br />I <br />I <br />8'-0" A.F.F.AFF <br />TOP OF <br />MASONRY <br />OPENING <br />32 <br />33 I I <br />` <br />I <br />I I <br />, <br />8'-0" A.F.F. <br />TOP OF <br />MASONRY <br />OPENING <br />43 <br />44 <br />O <br />STEEL ANGLE FRAMES - REFER TO STRUCTURAL <br />(1) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS <br />GNP <br />1 <br />I <br />Aga <br />I <br />1 <br />gb <br />45 <br />GROUT (I) FULL COURSE SOLID WITH (1) 05 CONT. BELOW NEW <br />Slb <br />Slb <br />OPENING <br />46 <br />CONT, ro", 18 GA, METAL TRACK WITH (2) 012 TEK SCREWS AT 16" O.G, <br />MAX. (TYP. - METAL ROOF DECK) U.N.O. <br />4l <br />CONT. 6", 14 GA. METAL PLATE WITH (2) °12 TEK SCREWS AT roll O.C. <br />34 <br />MAX. (TYP. - METAL ROOF DECK) U.N.O. <br />48 <br />CONT. METAL ANGLE - SEE STRUCTURAL DRAWINGS <br />49 <br />STONE VENEER OVER SCRATCH COAT STUCCO OVER PAPER <br />BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" <br />I <br />EXTERIOR GRADE PLYWOOD SHEATHING. <br />3 <br />9b <br />�I <br />r <br />I <br />� <br />I <br />l <br />1 <br />6 <br />— <br />32 <br />35 <br />32 <br />45 <br />22 <br />r 31 <br />34 <br />24 <br />3 <br />A9a <br />23 O'-0" F.F.E. <br />I 26 <br />I 24 <br />21 0'-0" F.F.E. <br />22 i <br />23 I <br />26 <br />24 <br />22 <br />23 <br />KEY PLAN <br />19 r <br />, <br />TOP OF <br />19 <br />TOP OF <br />19 <br />------- — ---� <br />EX TING SLAB <br />/. <br />------ — --- <br />EXISTING SLAB <br />I <br />------ — --- <br />0'-0" F.F.E. <br />I <br />--------------�� <br />a a <br />- _ <br />TOP OF <br />EXISTING SLAB <br />-i`/'%, I / \�/�//``j <br />"� `' <br />777 <br />20 <br />41, <br />4 <br />O .,".. <br />Slb <br />14 <br />3 2 <br />3 <br />O <br />WALL SECTION <br />z <br />O <br />WALL SECTION <br />O <br />WALL SECTION <br />SCALE: 3/4" = I'-0" <br />SCALE: 3/4" = I'-0" <br />SCALE: 3/4" = 1'-0" <br />REVISIONS <br />BY <br />Q03. 10. 15 <br />- - - <br />�i <br />� N � <br />C`"i <br />v N <br />Cn <br />v a ti ° <br />° <br />L • p <br />°O 3 <br />3 <br />3 ti 3 <br />~� C N <br />� C <br />Na <br />N <br />1 <br />a <br />L0 <br />ra <br />N <br />� <br />1 <br />� <br />r Go <br />I N <br />cD <br />�O. <br />C <br />U-: O i *�! ro <br />.o <br />fib.•• r G G� <br />U U <br />— Z <br />Z <br />J J <br />U M <br />O m •L J <br />J opt <br />C <br />0UVE v;0 <br />� <br />=U <br />o W� o �0 <br />CC �O N ao <br />0 W O <br />Iz J 0Nto <br />Q <br />Q to <br />Op <br />W <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />A6a <br />H:''.Projects Projects 2014\! 4137 - FMC Z Hi11s Diagnostics\04-CD\02-REV.01\04-ArchltecturaIA06abc-W SEC.dwg, 3/24/2015 10:39:40 AM, sharrison, Xerox 6604 PS.pc3 <br />