|
ALUMINUM COPING WITH
<br />KEYED NOTES
<br />HEMMED LEADING EDGE
<br />SET IN ADHESIVE OVER
<br />ICE AND WATER SHIELD
<br />ONE LAYER OF 5/8"
<br />WATERPROOF MEMBRANE
<br />SLOPE
<br />EXTERIOR GRADE
<br />ALUMINUM COPING WITH HEMMED
<br />PLYWOOD SHEATHING -
<br />USE SHIM TO SLOPE
<br />LEADING EDGE SET IN
<br />ADHESIVE OVER ICE AND
<br />OI
<br />DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE
<br />TOWARDS ROOF
<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 />tt
<br />PARAPET WALL
<br />METAL SELF SEALING
<br />SLOPE
<br />O
<br />CONT. 4" CANT STRIP - SEE ROOF PLAN
<br />FASTENERS AT 48' O.C.
<br />2x P.T, WOOD NAILER WITH 1/4"
<br />TAPCON SCREWS AT EACH
<br />O
<br />l/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.C.
<br />LOCK FLASHING
<br />0/8"
<br />SMOOTH SAND FLOAT STUCCO FINISH OVER NIGH 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 /><
<br />O
<br />6" C,M.0 WALL SYSTEM - SEE STRUCTURAL DRAWINGS FOR VERTICAL
<br />UNDER COPING
<br />GRADE PLYWOOD
<br />AND HORIZONTAL REINFORCEMENT
<br />CONTINUOUS 4" CANT
<br />SHEATHING
<br />SEALANT
<br />O
<br />STEEL HSS JOIST -SEE STRUCTURAL DRAWINGS
<br />OMILLWORK
<br />- SEE FLOOR PLANS AND INTERIOR ELEVATIONS
<br />METAL STUDS (TYPICAL)
<br />SEALANT
<br />- SEE STRUCTURAL
<br />O
<br />STEEL ANGLE - SEE STRUCTURAL DRAWINGS
<br />SINGLE PLY
<br />ROOFING
<br />MEMBRANE
<br />-1/a"4 /8" SMOOTH SAND
<br />STUCCO FINISH OVER
<br />C
<br />S2b 6
<br />20'-0 AFF
<br />l TOP OF
<br />MASONRY
<br />A 4
<br />6 S2b
<br />EXTEND ROOFING MEMBRANE
<br />�
<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 />' �MOMMOM���
<br />UP AND OVER PARAPET WALL
<br />5/8" SMOOTH SAND FLOAT
<br />PAPER BACKED GALV.
<br />METAL LATH OVER
<br />I
<br />,
<br />FINISH STUCCO
<br />12
<br />6" METAL STUDS - SEE STRUCTURAL DRAWINGS
<br />"TYVEK" STUCCO WRAP
<br />I�
<br />I� a
<br />OVER 1/2" EXTERIOR
<br />a
<br />13
<br />METAL ROOF DECK - SEE STRUCTURAL DRAWINGS
<br />GRADE PLYWOOD
<br />SHEATHING
<br />I
<br />I
<br />14
<br />FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS
<br />Lim
<br />39
<br />MOM15
<br />39
<br />16
<br />ROOF DRAIN - SEE ROOF PLAN
<br />EXISTING STEEL BAR JOIST - SEE STRUCTURAL DRAWINGS
<br />DETAIL
<br />DETAIL
<br />B
<br />O
<br />SCALE: 3" = I'-0"
<br />O
<br />SCALE: 3" = I'-0"
<br />i�
<br />O
<br />18
<br />EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS
<br />EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS
<br />r�-------------------------------��
<br />19
<br />EXISTING SLAB ON GRADE
<br />A
<br />I
<br />A
<br />20
<br />CLEAN, COMPACTED, TERMITE TREATED FILL
<br />6a
<br />_� _.�
<br />I
<br />35
<br />�����
<br />ram___
<br />6a
<br />21
<br />APPROXIMATE GRADE
<br />--- - --- -- 16'-8" 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 />TOP OF
<br />TOP OF
<br />MASONRY
<br />6
<br />MASONRY
<br />23
<br />CONCRETE SIDEWALK - SEE SITE PLAN
<br />2
<br />PARAPET
<br />I
<br />2
<br />I I
<br />2
<br />I
<br />44
<br />PARAPET
<br />24
<br />FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI
<br />3
<br />I
<br />3
<br />3
<br />I
<br />25
<br />STEEL BEAM - SEE STRUCTURAL DRAWINGS
<br />1
<br />I
<br />I
<br />1 i
<br />i
<br />26
<br />CONTINUOUS BASE -SEE FINISH SCHEDULES AND SHEET IDI
<br />0EXISTING
<br />0
<br />FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS
<br />SLOPE I
<br />•
<br />14'-0" A.F*
<br />SLOPE
<br />6
<br />SL_ OP'E I
<br />6
<br />28
<br />LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING
<br />TOP OF
<br />I
<br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS
<br />35
<br />EXISTING
<br />PARAPET
<br />C+/-) 14'-0" A.F.F.
<br />35
<br />35
<br />C+/-) 14'-0" A.F.F.
<br />29
<br />5/8" CD GYPSUM CEILING BOARD -SEE CEILING PLAN AND
<br />(VERIFY)
<br />/ /`
<br />1� -- _ —
<br />TOP OF
<br />' '
<br />—
<br />TOP OF
<br />DETAILS
<br />/ 10
<br />6 �����
<br />/
<br />EXISTING
<br />PARAPET
<br />/
<br />I
<br />EXISTING
<br />PARAPET
<br />30
<br />HSS STEEL JOIST NESTED - SEE STRUCTURAL DRAWINGS
<br />3
<br />13'-4" A.F.F.
<br />TOP
<br />' '
<br />f
<br />(VERIFY)
<br />'. '
<br />I
<br />(VERIFY)
<br />5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT 16" O.C.
<br />3�
<br />FRAM
<br />/ j ,i / r i/;!
<br />/
<br />I
<br />OVER 1" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF
<br />i i '/ //"/' /
<br />// '/
<br />/,
<br />//
<br />I I
<br />i ,-" r; f,
<br />' ". �/
<br />/`
<br />r / i
<br />ROOF DECK.
<br />� / / /
<br />/i / // / ///
<br />;'' f , / / /jf , / f ;/ ;'/
<br />! / / // / % / /
<br />/ / �/f i�//,�
<br />/
<br />12'-8" A.F.F.j
<br />f' . ��
<br />12' - 8 A,F.F.
<br />EXISTING ROOF
<br />JOIST BEARING
<br />/i i // / : ✓ ',
<br />f
<br />6
<br />��
<br />- - -- --- - — 12' - 8 A.F.F. Jk-
<br />EXISTING ROOF
<br />JOIST BEARING
<br />32
<br />EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL
<br />DRAWINGS
<br />, "
<br />/,
<br />/
<br />EXISTING ROOF
<br />f; /,
<br />j!
<br />33
<br />8" PRECAST LINTEL - SEE STRUCTURAL DRAWINGS
<br />'
<br />-- ---- - -- --- - - ---- ----------- JOIST BEARING
<br />--- -- --
<br />34
<br />DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE
<br />16
<br />,'
<br />/,
<br />, .
<br />36
<br />j, g
<br />11'-9" AFF.
<br />36
<br />; `,
<br />36
<br />,
<br />;
<br />,
<br />35
<br />35
<br />5/8" SMOOTH SAND FLOAT STUCCO FINISH
<br />32
<br />13
<br />'
<br />25 TOP of BEAM
<br />32
<br />/
<br />r '
<br />32
<br />/
<br />36
<br />EXISTING (2) COURSE K.O. BLOCK TIE BEAM -SEE STRUCTURAL
<br />30
<br />II 9
<br />%
<br />��
<br />'
<br />DRAWINGS
<br />4
<br />j x
<br />' '
<br />I
<br />I
<br />37
<br />DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE
<br />OVER ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN.
<br />12
<br />x X
<br />�
<br />I
<br />SLOPE - SEE ROOF PLANS
<br />I xx
<br />" '
<br />I
<br />a � 48
<br />Ixx'•
<br />x "'
<br />I
<br />38
<br />NEW MASONRY ABOVE LINTEL -SEE STRUCTURAL DRAWINGS
<br />28 12 � 10'-0" A.F.F.
<br />I
<br />UNDERSIDE OF
<br />f
<br />'Ii
<br />j
<br />39
<br />(2) COURSE K.O. BLOCK TIE BEAM -SEE STRUCTURAL DRAWINGS
<br />38
<br />r
<br />a I 5
<br />FRAMING
<br />�,
<br />l
<br />SM MOMS
<br />29
<br />17
<br />a
<br />61I
<br />I
<br />29 r°a;
<br />3S
<br />35
<br />I
<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 />a
<br />',;
<br />/
<br />31 35 S2b
<br />/ � I
<br />6 ',/ j;
<br />',
<br />6
<br />I
<br />3b
<br />I
<br />I
<br />SHEATHING -SEE STRUCTURAL DRAWINGS
<br />•r
<br />I
<br />3b 31
<br />;r ;,,
<br />31
<br />�
<br />/
<br />I
<br />A.F.F.
<br />42
<br />O
<br />CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS
<br />V-0" A.F.F.
<br />TOP OF
<br />MASONRY
<br />32
<br />r
<br />' r;,;
<br />33
<br />I I
<br />I I
<br />,
<br />-- -- -
<br />TOP OF
<br />MASONRY
<br />43
<br />-
<br />STEEL ANGLE FRAMES REFER TO STRUCTURAL
<br />t,
<br />1
<br />OPENING
<br />' f ;
<br />l
<br />1
<br />OPENING
<br />44
<br />(1) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS
<br />GROUT (1) FULL COURSE SOLID WITH (1) "5 CONT. BELOW NEW
<br />A9a
<br />/
<br />jr,'
<br />Sib
<br />9b
<br />OPENING
<br />CONT. 6", 18 GA. METAL TRACK WITH (2) 012 TEK SCREWS AT 16" O,C.
<br />MAX, (TYP, - METAL ROOF DECK) U.N.O.
<br />CONT. 6", 14 GA. METAL PLATE WITH (2) 012 TEK SCREWS AT 6" O.G.
<br />MAX. (TYP. - METAL ROOF DECK) U.N.O.
<br />CONT. METAL ANGLE - SEE STRUCTURAL DRAWINGS
<br />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 />i,
<br />-
<br />a
<br />/,
<br />'
<br />6
<br />/
<br />32
<br />/
<br />22
<br />r 31
<br />/
<br />I
<br />/' j
<br />I
<br />' ''
<br />22
<br />KEY PLAN
<br />34
<br />24
<br />3
<br />A9a
<br />23 0'-0" F.F.E.
<br />26
<br />I 24
<br />; f
<br />/f ;
<br />21 0'-0" F.F.E.
<br />0' - "
<br />22
<br />23 I
<br />26
<br />24
<br />�f.
<br />/f/ ;
<br />23
<br />19 r
<br />TOP OF
<br />19
<br />f
<br />/ F
<br />I
<br />19
<br />EXISTING SLAB
<br />/ /
<br />EXISTING SLAB
<br />— — — — — — — — — —
<br />0'-0" F.F.E.
<br />, ;
<br />, %\—
<br />d
<br />r d
<br />a T a
<br />d d
<br />/ —
<br />SLAB
<br />f /
<br />i` e
<br />/
<br />EXISTING
<br />/
<br />�\�'J/fir; f/�,�\//' `/
<br />i j�,.�.\r;�;;/fir/,y/';\%f; ,'f //�!/j,/;;�%ji\;i//\ \,/ �i�/
<br />,/ .r i•'/.\.
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<br />' '/ i�r r /�'r �
<br />� I
<br />_ _
<br />/ ,
<br />i' ;\ , ✓ . i, �/ \% � r
<br />20
<br />27
<br />20
<br />s
<br />77
<br />O
<br />Slb
<br />14
<br />3 2 1
<br />3
<br />O
<br />WALL SECTION
<br />2
<br />O
<br />WALL SECTION
<br />,
<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
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<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\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Architectural\A06abc-WSEC.dwg, 12/23/2014 3:14:30 PM, sharrison, Xerox 6030.pc3
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