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5/8" SMOOTH SAND FLOAT FINISH STUCCO <br />MASONRY WALL <br />METAL STUD FRAMING <br />SYSTEM - SEE <br />METAL STUDS (TYPICAL) - SEE <br />SEE STRUCTURAL <br />STRUCTURAL <br />STRUCTURAL <br />GONT. SEALANT <br />ALUMINUM COPING WITH HEMMED LEADING <br />EDGE OVER ICE AND WATER SHIELD <br />ALUMINUM COPING WITH HEMMED <br />CONT. ALUMINUM <br />WATERPROOF MEMBRANE OVER 1/2" <br />LEADING EDGE SET IN ADHESIVE <br />FLASHING <br />EXTERIOR GRADE PLYWOOD SHEATHING <br />ONE LAYER OF 5/6" EXTERIOR <br />- - <br />GRADE PLYWOOD SHEATHING - <br />FLASHING <br />USE SHIM TO SLOPE TOWARDS SLOPE <br />SLOPE <br />ROOF AS REQUIRED <br />- <br />- <br />a <br />SEALANT <br />xx <br />x <br />x <br />1/8" STUCCO OVER PAPER <br />BACKED METAL LATH OVER <br />METAL SELF SEALING <br />"TYVEK" STUCCO WRAP <br />FASTENERS AT 48" O.C. <br />X x <br />�/ <br />/\ <br />X OVER 1/2" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />2x P.T. WOOD NAILER WITH 1/4" <br />TAPCON SCREWS AT EACH <br />i� <br />DET /�IL <br />END AND AT 24" O.C. MAX. <br />O <br />SCALE: 3/4" = <br />I'-0" <br />SEALANT <br />MASONRY WALL SYSTEM - <br />SEE STRUCTURAL <br />5/8" SMOOTH SAND FLOAT <br />FINISH STUCCO <br />J(DI DETAIL <br />SCALE: 3/4" = 1'-0" <br />a <br />A DETAIL <br />SCALE: 3" a 1'-0" <br />MST ^ I STUD FRAMING <br />TRUCTURAL <br />1IUM COPING WITH HEMMED <br />NG EDGE SET IN ADHESIVE <br />.AYER OF 5/8" EXTERIOR <br />,E PLYWOOD SHEATHING - <br />HIM TO SLOPE TOWARDS <br />AS REQUIRED <br />FLASHING <br />4NT <br />. WOOD NAILER WITH 1/4" <br />ON SCREWS AT EACH END <br />4T 24" O.G. MAX. <br />,NRY WALL SYSTEM - <br />iTRUCTURAL <br />SMOOTH SAND FLOAT <br />I STUCCO <br />A <br />r <br />16'-8A.F.F. <br />" <br />TOP OF <br />MASONRY <br />PARAPET <br />2 <br />3 <br />i <br />- <br />� <br />S,r <br />f <br />f <br />'- <br />r, <br />„ <br />% 42 <br />6d 6c 6c <br />I a I I I I MASONRY <br />I I I I I PARAPET <br />I ' <br />44 <br />i 44 6 <br />14'-0" A.F.F. <br />35 TOP OF <br />EXISTING <br />PARAPET <br />(VERIFY) <br />® ® ® <br />a <br />4 EQ EQ EQ I4 <br />43 <br />I <br />6 <br />A10 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />01 WALL SECTION <br />SCALE: 3/4" = 1'-0" <br />(+/-) 13'-4" A.F.F. <br />TOP OF <br />EXISTING <br />MASONRY <br />( VERIFY) <br />NOTE: <br />PRE-ENGINEERED CANOPY <br />AND CONNECTIONS BY <br />SPECIALTY ENGINEER - <br />CONTRACTOR TO FIELD <br />VERIFY AND INSTALL (2) <br />FULLY GROUTED / REINF. <br />MASONRY AS REQUIRED AT <br />CANOPY CONNECTIONS <br />TOP OF <br />MASONRY <br />OPENING <br />0'-0" F.F.E. <br />_ TOP OF 7-1 <br />EXISTING SLAB <br />(DIWALL SECTION <br />SCALE: 3/4" = I'-0" <br />OWALL SECTION <br />SCALE: 3/4" = I'-0" <br />13'-4" A.F.F. <br />TOP OF <br />FRAMING <br />12'-8" A.F.F. <br />EXISTING ROOF Y <br />JOIST BEARING <br />I <br />I <br />I <br />I <br />I <br />I <br />AF.F. <br />UNDERSIDE OF <br />FRAMING <br />r� <br />3 <br />S2b <br />8'-0" A.F.F. <br />TOP OF <br />MASONRY <br />OPENING <br />0'-0" F.F.E. <br />TOP OF <br />EXISTING SLAB <br />J <br />KEYED NOTES <br />0 DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE <br />OVER MIN. 3.20" (R-1S) ISO BOARD TAPERED INSULATION TO <br />PROVIDE 1/4" MIN. SLOPE - SEE ROOF PLANS <br />OEXTEND SINGLE PLY ROOFING MEMBRANE UP AND OVER <br />PARAPET WALL <br />OCONT. 4" CANT STRIP - SEE ROOF PLAN <br />O4 7/8" SMOOTH SAND FLOAT STUCCO FINISH OVER PAPER BACKED <br />GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" <br />EXTERIOR GRADE PLYWOOD SHEATHING <br />0 -1/8" SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH RIB GALV. <br />METAL LATH <br />O8" C.M.0 WALL SYSTEM - SEE STRUCTURAL DRAWINGS FOR VERTICAL <br />AND HORIZONTAL REINFORCEMENT <br />OSTEEL HSS JOIST - SEE STRUCTURAL DRAWINGS <br />US MILLWORK - SEE FLOOR PLANS AND INTERIOR ELEVATIONS <br />OSTEEL ANGLE - SEE STRUCTURAL DRAWINGS <br />10 CONT. SPRINGLOCK FLASHING BY "FRY REGLET" <br />II CL IF ANGLE __- SEE STRUCTURAL _DRAWINGS <br />12 6" METAL STUDS - SEE STRUCTURAL DRAWINGS <br />13 METAL ROOF DECK - SEE STRUCTURAL DRAWINGS <br />14 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS <br />15 ROOF DRAIN - SEE ROOF PLAN <br />16 EXISTING STEEL BAR JOIST - SEE STRUCTURAL DRAWINGS <br />17 EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS <br />IS EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS <br />10 EXISTING SLAB ON GRADE <br />20 CLEAN, COMPACTED, TERMITE TREATED FILL <br />21 APPROXIMATE GRADE <br />22 1/2 EXPANSION JOINT MATERIAL <br />23 CONCRETE SIDEWALK - SEE SITE PLAN <br />24 FINISH FLOOR MATERIAL SEE FINISH SCHEDULES AND SHEET IDI <br />25 STEEL BEAM - SEE STRUCTURAL DRAWINGS <br />26 CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI <br />GEXISTING FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS <br />28 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />2G 5/8" CD GYPSUM CEILING BOARD - SEE CEILING PLAN AND <br />DETAILS <br />30 HSS STEEL JOIST NESTED - SEE STRUCTURAL DRAWINGS <br />31 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT 16" O.G. <br />OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF <br />ROOF DECK. <br />32 EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL <br />DRAWINGS <br />33 8" PRECAST LINTEL - SEE STRUCTURAL DRAWINGS <br />34 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />35 5/8" SMOOTH SAND FLOAT STUCCO FINISH <br />36 EXISTING (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL <br />DRAWINGS <br />37 DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE <br />OVER ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN. <br />SLOPE - SEE ROOF PLANS <br />38 NEW MASONRY ABOVE LINTEL - SEE STRUCTURAL DRAWINGS <br />39 (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS <br />40 WELDED STEEL ANGLE FRAME - SEE STRUCTURAL DRAWINGS <br />41 "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD <br />SHEATHING - SEE STRUCTURAL DRAWINGS <br />42 CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS <br />43 STEEL- ANGLE FRAMES - REFER TO STRUCTURAL <br />44 (1) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS <br />45 GROUT (1) FULL COURSE SOLID WITH (1) *5 CONT. BELOW NEW <br />OPENING <br />46 CONT. 6", 18 GA. METAL TRACK WITH (2) *12 TEK SCREWS AT 16" O.C. <br />MAX. (TYP. - METAL ROOF DECK) U.N.O. <br />4l CONT, 6", 14 GA. METAL PLATE WITH (2) *12 TEK SCREWS AT 6" O.C. <br />MAX. (TYP. - METAL ROOF DECK) U.N.O. <br />48 CONT. METAL ANGLE - SEE STRUCTURAL DRAWINGS <br />49 STONE VENEER OVER SCRATCH COAT STUCCO OVER PAPER <br />BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" <br />EXTERIOR GRADE PLYWOOD SHEATHING. <br />KEY 1-LAN <br />REVISIONS <br />BY <br />�i <br />u <br />6 N <br />�y 4 00 <br />/ N U <br />t• v <br />C <br />c � <br />'m <br />U Lo <br />L . c\j t- <br />.I <br />E <br />3 ti 3 <br />ti <br />� C <br />0 <br />N <br />►� m <br />rr U <br />W <br />I <br />N <br />o 0 <br />F O o <br />a a.) <br />!O <br />V V <br />— Z <br />Z � <br />J J <br />V <br />O m �L J <br />+- � Dot <br />� <br />oVV�0 <br />=U <br />a W� v �0 <br />U <br />CM0 0-' <br />v <br />N W N 111_ <br />Of 0 N <br />Q to <br />�V_ <br />00 <br />-J w <br />LL-� <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />A6c <br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Arcbitectural\A06abc-WSEC.dwg, 12/23/2014 3:14:09 PM, sbarrison, Xerox 6030.pc3 <br />