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KEYEDNOTES <br />MASONRY WALL <br />5/8" SMOOTH SAND FLOAT FINISH STUCCO <br />METAL STUD FRAMING <br />SYSTEM - SEE <br />STRUCTURAL <br />METAL STUDS (TYPICAL) - SEE <br />METAL STUD FRAMING <br />SEE STRUCTURAL <br />SEE STRUCTURAL <br />STRUCTURAL <br />O DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE <br />CONT. SEALANT ALUMINUM COPING WITH HEMMED LEADING <br />ALUMINUM COPING WITH HEMMED <br />LEADING EDGE SET IN ADHESIVE <br />OVER MIN. 3.20" (R-19) ISO BOARD TAPERED INSULATION TO <br />PROVIDE I/4" MIN. SLOPE -SEE ROOF PLANS <br />EDGE OVER ICE AND WATER SHIELD <br />ALUMINUM COPING WITH HEMMED <br />LEADING EDGE SET IN ADHESIVE <br />CONT, ALUMINUM <br />FLASHING <br />WATERPROOF MEMBRANE OVER I/2" <br />EXTERIOR GRADE PLYWOOD SHEATHING <br />O EXTEND SINGLE PLY ROOFING MEMBRANE UP AND OVER <br />PARAPET WALL <br />ONE LAYER OF 5/8" EXTERIOR <br />ONE LAYER OF 5/8" EXTERIOR <br />GRADE PLYWOOD SHEATHING - <br />LOOK FLASHING <br />GRADE PLYWOOD SHEATHING - <br />SLOB PE USE SHIM TO SLOPE TOWARDS <br />O CONT. 4" CANT STRIP - SEE ROOF PLAN <br />USE SHIM TO SLOPE TOWARDS SLOPE <br />ROOF AS REQUIRED ��� <br />ROOF AS REQUIRED <br />O �/8" SMOOTH SAND FLOAT STUCCO FINISH OVER PAPER BACKED <br />�% <br />SEALANT <br />GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" <br />X X x <br />EXTERIOR GRADE PLYWOOD SHEATHING <br />-- <br />_ 1/8" STUCCO OVER PAPER <br />O -1/8'' SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH RIB GALV. <br />BACKED METAL LATH OVER <br />-�LOCK FLASHING <br />METAL LATH <br />METAL SELF SEALING <br />- <br />"TYVEK" STUCCO WRAP <br />FASTENERS AT 48" O.C. <br />�, X OVER EXTERIOR GRADE <br />D6 8" C.M.0 WALL SYSTEM - SEE STRUCTURAL DRAWINGS FOR VERTICAL <br />� <br />PLYWOOD SHEATHING <br />O <br />_ <br />AND HORIZONTAL REINFORCEMENT <br />2x P.T. WOOD NAILER WITH 1/4" <br />TAPGON SCREWS AT EACH <br />SEALANT <br />O STEEL HSS JOIST -SEE STRUCTURAL DRAWINGS <br />S <br />O <br />DETAIL <br />END AND AT 24" O.C. MAX. <br />-_ 2x WOOD NAILER WITH I/4" <br />0MILLWORK - SEE FLOOR PLANS AND INTERIOR ELEVATIONS <br />SCALE: 3/4" = I'-0" <br />P.T. <br />TAPCON SCREWS AT EACH END <br />0STEEL ANGLE - SEE STRUCTURAL DRAWINGS <br />CONT. METAL TRACK (MATCH ROOF FRAMING SIZE / GAGE) FASTEN <br />SEALANT <br />AND AT 24" O.G. MAX. <br />10 CONT. SPRINGLOCK FLASHING BY "FRY REGLET" <br />A <br />MASONRY WALL SYSTEM - <br />MASONRY WALL SYSTEM - 1 <br />SEE STRUCTURAL � - <br />SEE <br />TO METAL STUD WITH (2) 010 TEK SCREWS AT 12" O.C. MAX. <br />48 <br />___ <br />6b <br />SEE STRUCTURAL <br />� - - <br />II CLIP ANGLE -SEE STRUCTURAL DRAWINGS <br />SMOOTH SAND FLOAT <br />FIN1 SMOOTH SAND FLOAT <br />FINISH STUCCO <br />12 6" METAL STUDS -SEE STRUCTURAL DRAWINGS <br />_-�_- <br />FINISH STUCCO <br />I 20'-0" A.F.F. <br />• <br />FT <br />I TOP OF <br />13 METAL ROOF DECK - SEE STRUCTURAL DRAWINGS <br />_• <br />1H <br />MASONRY <br />I <br />14 FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS <br />1 <br />15 ROOF DRAIN - SEE ROOF PLAN <br />16 EXISTING STEEL BAR JOIST -SEE STRUCTURAL DRAWINGS <br />e <br />, • <br />DETAIL <br />DETAIL <br />C <br />O <br />SCALE: 3/4" = I'-0" <br />(oil <br />55 <br />A <br />O <br />SCALE: 3" 1'-0" <br />I� EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS <br />O <br />- <br />IS EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS <br />G <br />D 11 43 43 <br />Cl <br />D <br />EXISTING SLAB ON GRADE <br />B SIM <br />6„ <br />Cl <br />_ <br />i A <br />ID <br />A I <br />6c <br />20 CLEAN, COMPACTED, TERMITE TREATED FILL <br />- <br />S2b <br />�� <br />APPROXIMATE GRADE <br />1 IiI FF <br />I <br />z <br />I I <br />I <br />22 1/2" EXPANSION JOINT MATERIAL <br />TOP OF <br />® ® ® ® <br />I <br />_ <br />TOP OF•F•F. <br />MASONRY <br />- <br />I I <br />I I <br />I <br />I MASONRY <br />23 CONCRETE SIDEWALK - SEE SITE PLAN <br />I PARAPET <br />x X <br />I <br />I I <br />I PARAPET <br />2 JI <br />4" EQ EQ EQ 4" <br />I <br />�` <br />�` <br />I <br />24 FINISH FLOOR MATERIAL -SEE FINISH SCHEDULES AND SHEET [DI <br />- <br />I <br />- <br />_ <br />25 STEEL BEAM - SEE STRUCTURAL DRAWINGS <br />12 <br />Cl <br />6 <br />I <br />44 I <br />26 CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI <br />42 <br />44 <br />6 <br />2l EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS <br />11 43 <br />D 14 -8 A.F.F. <br />TOP OF CONC. <br />I <br />I <br />I <br />35 C+/-) 14'-0 A.F.F <br />28 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />SIM 8 43 <br />• <br />a <br />• <br />TIE BEAM <br />T116 <br />- <br />TOP OF <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />S2b <br />35 <br />EXISTING <br />PARAPET <br />29 5/8" CD GYPSUM CEILING BOARD -SEE CEILING PLAN AND <br />4 I <br />17 <br />B (VERIFY) <br />DETAILS <br />® ® ® ® <br />� ° <br />• <br />55 <br />10 <br />F'c <br />��� <br />30 HSS STEEL JOIST NESTED - SEE STRUCTURAL DRAWINGS <br />xx <br />�, <br />3 <br />° <br />13'-4" A.F.F. <br />TOP <br />31 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT 16" O.C. <br />TOP OF <br />� ����� ���� ��� <br />(+/-) 13'-0" A.F.F. <br />x x OF <br />EXISTING <br />--------� , <br />D <br />3� <br />xx x x I FRAMING <br />OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF <br />' <br />o <br />TOP OF <br />ROOF DECK. <br />I <br />I I�VERIFYR� <br />lI <br />! q <br />I I ! •g! I 12'-8" A.F,F, <br />IS TOP OF <br />EXISTING <br />D METAL DECK <br />13 <br />12'-8" A.F.F. <br />I EXISTING ROOF <br />32 EXISTING EXTERIOR CMU WALL SYSTEM -SEE STRUCTURAL <br />O <br />I <br />min kapsmaoin,�� ����� �� I NOTE: <br />I I MASONRY <br />16 <br />- <br />(VERIFY) <br />I <br />, JOIST BEARING <br />DRAWINGS <br />____ ______________ <br />PRE-ENGINEERED CANOPY <br />IS I AND CONNECTIONS BY <br />I ° 39 <br />39 <br />I IS <br />_ <br />39 <br />II'-10 I/2" A.FF. <br />33 8" PRECAST LINTEL - SEE STRUCTURAL DRAWINGS <br />- <br />DELEGATE SPECIALTY <br />I I <br />16 <br />- <br />15 <br />DECK BRG / <br />34 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE <br />- - <br />- <br />ENGINEER - CONTRACTOR <br />TO FIELD VERIFY EXISTING <br />I I <br />I <br />I 36 <br />I 30 <br />- <br />9 <br />° <br />HSS BRG <br />35 5/8" SMOOTH SAND FLOAT STUCCO FINISH <br />O <br />STEEL CHANNEL /ANGLE <br />I I <br />LOCATIONS AND <br />- <br />I g <br />�\ <br />I I <br />36 EXISTING (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL <br />COORDINATE WITH CANOPY <br />J-8 <br />DRAWINGS <br />54 CONNECTION LOCATIONS - <br />I i <br />32 <br />I <br />I <br />NOTIFY DELEGATE <br />SPECIALTY ENGINEER, <br />I <br />I <br />i i <br />12 <br />I <br />3� DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE <br />O <br />II I <br />ARCHITECT, ENGINEER OFAd <br />d <br />j j <br />10'-0" AFF <br />OVER ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN, <br />SLOPE -SEE ROOF PLANS <br />ANY DISCREPANCIES <br />®� I®� <br />28 <br />28 I <br />D <br />UNDERSIDE OF <br />FRAMING <br />38 NEW MASONRY ABOVE LINTEL - SEE STRUCTURAL DRAWINGS <br />12 <br />�� �� �������� ���� <br />9 6 <br />r......... .. n <br />SIM 9 <br />- <br />° <br />48 <br />3 <br />II <br />_ <br />39 (2) COURSE K.O. BLOCK TIE BEAM SEE STRUCTURAL DRAWINGS <br />40 WELDED STEEL ANGLE FRAME SEE STRUCTURAL <br />50 <br />5 <br />- <br />S2b <br />- DRAWINGS <br />53 S2b Alm <br />SIM <br />- S2b <br />53 <br />31 <br />35 <br />6 <br />41 "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD <br />50 <br />SHEATHING - SEE STRUCTURAL DRAWINGS <br />51 I i <br />52 <br />32 <br />- <br />35 <br />42 CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS <br />8'-0" A.F.F. <br />6 <br />8'-0" A.F.F, <br />TOP OF <br />TOP OF <br />43 STEEL ANGLE FRAMES - REFER TO STRUCTURAL <br />` , MASONRY <br />��. OPENING <br />- <br />- <br />D <br />MASONRY <br />OPENING <br />44 (1) COURSE K,O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS <br />D <br />45 GROUT (1) FULL COURSE SOLID WITH (1) 05 CONT. BELOW NEW <br />i <br />OPENING <br />46 CONT. 11 IS GA. METAL TRACK WITH (2) 012 TEK SCREWS AT 16" O.G. <br />MAX. (TYP. - METAL ROOF DECK) U.N.O. <br />CONT. 6", 14 GA, METAL PLATE WITH (2) 012 TEK SCREWS AT 6" O.C. <br />g <br />i i <br />48 CONT. METAL ANGLE - SEE STRUCTURAL DRAWINGS <br />STONE VENEER OVER SCRATCH COAT STUCCO OVER PAPER <br />"TYVEK" <br />- <br />D <br />BACKED METAL LATH OVER STUCCO WRAP OVER 1/2" <br />EXTERIOR GRADE PLYWOOD SHEATHING. <br />_ <br />'! !! <br />50 1/2" GYPSUM WALL BOARD <br />-- <br />51 METAL STUD BOX BEAM HEADER - SEE STRUCTURAL DRAWINGS <br />50 <br />52 R-19 GATT. INSULATION AS REQUIRED <br />53 <br />53 EXISTING METAL STUD FRAMED WALL - SEE STRUCTURAL DRAWINGS <br />52 <br />EXISTING STEEL CHANNEL - SEE STRUCTURAL DRAWINGS <br />CONCRETE TIE BEAM - SEE STRUCTURAL DRAWINGS <br />6 <br />15 <br />6 <br />I'dD <br />6 <br />32 <br />6 <br />I <br />42 <br />22 <br />, <br />r 31 <br />15 , <br />34 3 <br />24 A9a <br />8 - <br />24 -- <br />22 i <br />23 <br />i 26 <br />24 <br />22 <br />23 <br />- <br />22 i <br />23 <br />KEY PLAN <br />I <br />— — — — — — <br />— _ — — — — <br />0'-0" FF.E. <br />— <br />0'-0" F.F.E. <br />I <br />-- - <br />-------- TOP OF <br />° <br />I <br />��-- TOP OF <br />__ <br />-- TOP OF <br />I <br />EXISTING SLAB <br />l ° <br />°° XISTING SLAB <br />`� °° EXISTING SLAB <br />I <br />^ <br />c <br />I ° <br />I <br />wan ainon, <br />27 20 <br />a ° ° <br />20 <br />27 <br />°• <br />I <br />I <br />a <br />��% ��/ <br />d <br />I • a • ° <br />° <br />I <br />I <br />I <br />I <br />• ° • <br />a <br />° <br />2 <br />i I <br />2 <br />• <br />• <br />I <br />I <br />tI <br />5ri <br />0 <br />14 Ib <br />14 Sib <br />(DWALL <br />SECTION <br />O <br />WALL SECTION <br />01 <br />WALL SECTION <br />SCALE: 3/4" = I'-0" <br />SCALE: 3/4" = I'-0" <br />SCALE: 3/4" = I'-0" <br />REVISIONS <br />BY <br />1Q 03, 10. 15 <br />--- <br />f—. a r7 <br />N <br />0 <br />r F N V <br />ro <br />r • U <br />1� U N cV <br />L N <br />°O 3 <br />T~ 3 <br />3 ti 3 <br />� o <br />N <br />M <br />fs1- W <br />�C7 <br />1 <br />CZ) <br />N <br />Q <br />O� <br />U- # � <br />C <br />U_ ' oc � <br />Ala • %r vim. <br />U U <br />— Z <br />Z ID <br />J J <br />U M <br />O m J <br />Q Li -� <br />C <br />U 0 <br />O <br />W a O <br />L=- <br />U <br />c�0�'ao <br />CL <br />N <br />cy- Q J <br />to <br />oQ� <br />�U_ <br />00 <br />W <br />Li-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 />A6c <br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\A06abc-WSEC.dwg, 3/24/2015 10:39:19 AM, sharrison, Xerox 6604 PS.pc3 <br />