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METAL STUD FRAMING <br />KEYED NOTES <br />SEE STRUCTURAL <br />ALUMINUM COPING WITH HEMMED <br />LEADING EDGE SET IN ADHESIVE <br />OVER ICE AND WATER SHIELD <br />WATERPROOF MEMBRANE <br />CLIP ANGLE -SEE STRUCTURAL <br />METAL STUD FRAMING <br />SEE STRUCTURAL <br />ALUMINUM COPING WITH HEMMED <br />LEADING EDGE SET IN ADHESIVE <br />OVER ICE AND WATER SHIELD <br />WATERPROOF MEMBRANE <br />OI DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE <br />OVER MIN. 3.20" (R-19) ISO BOARD TAPERED INSULATION TO <br />PROVIDE 1/4" MIN, SLOPE - SEE ROOF PLANS <br />O EXTEND SINGLE PLY ROOFING MEMBRANE UP AND OVER <br />PARAPET WALL <br />ONE LAYER OF 5/6" EXTERIOR <br />GRADE PLYWOOD SHEATHING - <br />USE SHIM TO SLOPE TOWARDS <br />ROOF AS REQUIRED <br />METAL SELF SEALING I <br />FASTENERS AT 48" O.C, j <br />FLASHING �t \ <br />X%� <br />B <br />6b <br />��---� �---� <br />I x x <br />I I I <br />- <br />A <br />6b <br />/ <br />22'-8" A.F.F. <br />I <br />TOP OF <br />I MASONRY <br />I <br />ONE LAYER OF 5/8" EXTERIOR <br />GRADE PLYWOOD SHEATHING - <br />SLOPE USE SHIM TO SLOPE TOWARDS <br />`� ROOF AS REQUIRED <br />_ <br />—�_ - <t <br />- �__ LOCK FLASHING <br />- <br />O CONT. 4" CANT STRIP - SEE ROOF PLAN <br />O �/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 />O �/8'' SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH RIB GALV. <br />METAL LATH <br />O 8" C.M.0 WALL SYSTEM - SEE STRUCTURAL DRAWINGS FOR VERTICAL <br />AND HORIZONTAL REINFORCEMENT <br />OSTEEL HSS JOIST - SEE STRUCTURAL DRAWINGS <br />- <br />- <br />SEALANT <br />X X <br />— "'� <br />39 <br />- SEALANT <br />OS MILLWORK - SEE FLOOR PLANS AND INTERIOR ELEVATIONS <br />2x P.T. WOOD NAILER <br />METAL STUD FRAMING <br />SEE STRUCTURAL <br />STONE VENEER - SEE <br />EXTERIOR ELEVATIONS <br />X <br />F <br />U <br />0 <br />42 <br />6 <br />f-1 <br />J <br />2x P.T. WOOD NAILER WITH 1/4" <br />TAPCON SCREWS AT EACH <br />END AND AT 24" O.C, MAX. <br />MASONRY WALL SYSTEM - <br />SEE STRUCTURAL <br />STONE VENEER - SEE <br />EXTERIOR ELEVATIONS <br />O STEEL ANGLE - SEE STRUCTURAL DRAWINGS <br />10 CONT. SPRINGLOCK FLASHING BY "FRY REGLET" <br />II CLIP ANGLE - SEE STRUCTURAL DRAWINGS <br />12 6" METAL STUDS - SEE STRUCTURAL DRAWINGS <br />0METAL ROOF DECK - SEE STRUCTURAL DRAWINGS <br />I <br />"TYVEK" STUCCO WRAP OVER 1/2" <br />14 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS <br />EXTERIOR GRADE PLYWOOD SHEATHING <br />15 ROOF DRAIN - SEE ROOF PLAN <br />16 EXISTING STEEL BAR JOIST - SEE STRUCTURAL DRAWINGS <br />DETAIL <br />DETAIL <br />O8 <br />SCALE: 3" = 1'-0" <br />X x <br />D -x--x <br />A <br />O <br />SCALE: 3" = 1'-0" <br />I� � EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS <br />IS EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS <br />_D <br />----------------------------� <br />r A I <br />6 <br />TOP A.FF <br />MASONRYS'.F.F. <br />12 <br />49 <br />12 <br />��----------------------------�� <br />A <br />I 6a <br />I <br />C <br />6c <br />A <br />6 I <br />I 60-P OF <br />MASONRY <br />19 EXISTING SLAB ON GRADE <br />20 CLEAN, COMPACTED, TERMITE TREATED FILL <br />21 APPROXIMATE GRADE <br />22 I/2" EXPANSION JOINT MATERIAL <br />23 CONCRETE SIDEWALK -SEE SITE PLAN <br />PARAPET <br />.,. <br />2 <br />3 <br />t <br />I <br />, <br />PARAPET <br />I <br />24 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI <br />25 STEEL BEAM SEE STRUCTURAL DRAWINGS <br />` <br />I I <br />3 <br />I <br />I <br />44 <br />44 I <br />6 <br />26CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI <br />2l EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS <br />- <br />14'-0" AFF <br />35 I EXISTTOP ING <br />B --- I PARAPET <br />10 6 I (VERIFY) <br />3 I I I TOP OF.F.F. <br />FRAMING <br />9 I I I EX ST NG ROOF <br />1 — �� I JOIST BEARING <br />I <br />IS I W-10 1/2" A.F,F. <br />- - <br />16 - I DECK BRG / <br />` I TOP OF FRAME <br />36 <br />SLOPE <br />^ x I <br />x x <br />I 12 <br />11 <br />I `~ <br />46 <br />/� / __ , <br />i j// 18 I - --- -- - - <br />� I <br />%, <br />4l I <br />� � � � 9 <br />16 Ie�_JH <br />36 <br />lu <br />I <br />D I <br />(+/-) 14'-0" A.F.F <br />I EXISTTOP ING <br />I PARAPET <br />I (VERIFY) <br />D <br />I <br />I EX15TINGFROOF <br />I JOIST BEARING <br />I <br />I 12'-4" AF.F. <br />39 I HSS BEARING <br />35 <br />10 <br />3 <br />3i <br />13 <br />' <br />39 <br />15 <br />9 <br />(+/-) 14'-ID A.F.F <br />TOP <br />EX ST�NG <br />B PARAPET <br />6c (VERIFY) <br />---� <br />13'-4" A.F.F. <br />x TOP OF <br />x x I FRAMING <br />x x <br />I EX15TINGFROOF <br />JOIST BEARING <br />— — <br />II'-10 I/2' A. ,F <br />DECK BRGF/ <br />HSS BRG <br />LAY -IN ACOUSTICAL CEILING SYSTEM -SEE REFLECTED CEILING <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />2c3 5/6" 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 />32 EX15ROOTINDG EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL <br />O <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 />° <br />° <br />° <br />° <br />_ <br />/ <br />/ / <br />/ <br />,, <br />I <br />I <br />� <br />I 16 <br />36 <br />° <br />- <br />-- <br />° <br />-__ _-__ --- -- <br />---- --- ---- -- <br />- <br />�� " - <br />- <br />- <br />° <br />30 <br />° <br />11 <br />32 -' - I I <br />-- 9 I <br />-' <br />r -- - 4 I <br />32 — ----- <br />° <br />- <br />- <br />-- <br />5 <br />S26 <br />— <br />--- <br />I g <br />I <br />32 <br />— -- <br />------------ <br />\}f <br />15 <br />- <br />° <br />° <br />I I <br />4 <br />- --- 12 <br />36 EXISTING (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL <br />DRAWINGS <br />37 DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE <br />° <br />° <br />- x x I <br />x 12 I 10'-ID" A.F.F. <br />° 44 UNDERSIDE OF <br />28 i I 12 I FRAMING <br />--- °----------------- <br />2 <br />31 r °<. 35 S2b <br />J �� <br />2g <br />31 <br />D <br />6 <br />42 <br />I <br />I <br />, <br />° <br />° <br />"" " " I <br />x x x x <br />10'-0 AF.F, <br />UNDERSIDE OF <br />FRAMING <br />SIM 3 <br />52b <br />48 <br />6 <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 />- I <br />12 <br />5 <br />35 <br />° <br />- <br />I <br />----------- <br />6 31 <br />_-D <br />33 • <br />8'-ID" A.F.F. <br />TOP OF <br />MASONRY <br />— .O OPENING <br />1 <br />1 9b <br />- <br />D <br />D <br />3b <br />32 <br />6 <br />i i II <br />11 <br />35 <br />8'-0" A.F.F. <br />TOP OFMASONRY <br />OPENING <br />42 CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS <br />43 STEEL ANGLE FRAMES - REFER TO STRUCTURAL <br />44 (I) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS <br />45 GROUT (U FULL COURSE SOLID WITH (1) 05 CONT. BELOW NEW <br />- <br />Slb ' <br />OPENING <br />I <br />D <br />D <br />i i <br />i <br />li I <br />46 CONT. 6", IS GA. METAL TRACK WITH (2) 012 TEK SCREWS AT 16" O.G. <br />MAX, (TYP. - METAL ROOF DECK) U.N.O. <br />4� CONT. 6", 14 GA. METAL PLATE WITH (2) 012 TEK SCREWS AT 6" O.C. <br />34 <br />=_ <br />MAX. (TYP. - METAL ROOF DECK) U.N.O. <br />D <br />48 CONT, METAL ANGLE - SEE STRUCTURAL DRAWINGS <br />l <br />49 STONE VENEER OVER SCRATCH COAT STUCCO OVER PAPER <br />BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" <br />flD <br />EXTERIOR GRADE PLYWOOD SHEATHING. <br />r � <br />- <br />- <br />- <br />Ii <br />32 <br />i <br />6 <br />45 <br />32 <br />35 <br />35 <br />32 <br />--- � am am <br />--� <br />--- <br />------- <br />--i <br />---� <br />31 35 <br />26 22 <br />24 23 ID' -ID" F.F.E. <br />r 31 <br />I 2ro <br />I 24 21 <br />6 , <br />42 I <br />D 22 i <br />' 31 <br />I 26 <br />I 24 <br />22 <br />23 <br />15 , <br />22 i <br />23 <br />- <br />= <br />KEY PLAN <br />TOP OF <br />19 EX STING SLAB <br />------ — --- <br />I 19 <br />------ — --- <br />23 I <br />ID'-0" F.F.E. <br />I 19 <br />— — — — — — — — — — <br />20 <br />I 0'-0" F.F.E. <br />I - — --- �/ a -- I TOP OF LAB <br />I EXISTING S <br />MILL <br />21 2 0 <br />I 2-7 <br />15TIN <br />EXP�GSLAB <br />�.MR. MR. --------- MR. --- <br />-- <br />SIM <br />° a • <br />��------------------��� --�� <br />5 <br />3 <br />4 <br />14 Slb <br />14 51b <br />2 1 <br />O3 <br />WALL SECTION <br />O <br />WALL SECTION <br />O <br />WALL SECTION <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = I'-0" <br />REVISIONS <br />BY <br />Q) 03, 10. 15 <br />--- <br />�i <br />�� a c�oCD <br />6 CV <br />CYD <br />n—. c C o <br />v ro r- v <br />r x ti <br />b <br />c n LL. <br />V N <br />L • Lf-) L <br />v <br />3 ti <br />�utia <br />N <br />�—. Cl) <br />V-0_:V <br />W7 <br />-O <br />N <br />o <br />-L <br />O: o. <br />0 % <br />or. <br />• <br />7 <br />U U <br />— Z <br />Z _ <br />.J J <br />U > <br />0 m •� J <br />C <br />N 0 <br />=0 <br />Oj W � 0 >� 0 <br />C MO N aU <br />o <br />IL <br />�QJ0IV <br />to <br />0 Q (D <br />000 <br />W <br />c <br />L <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />A6b <br />H:\Projects`,Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-ArchitecturalA06abc-WSEC.dwg, 3/24/2015 10:39:30 AM, sharrison, Xerox 6604 PS.pc3 <br />