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KEYED NOTES
<br />METAL STUD FRAMING
<br />SEE STRUCTURAL
<br />METAL STUD FRAMING
<br />ALUMINUM COPING WITH HEMMED
<br />LEADING EDGE SET IN ADHESIVE
<br />SEE STRUCTURAL
<br />Ol DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE
<br />OVER ICE AND WATER SHIELD
<br />ALUMINUM COPING WITH HEMMED
<br />OVER MIN, 3.20" (R-19) ISO BOARD TAPERED INSULATION TO
<br />,2
<br />WATERPROOF MEMBRANE
<br />LEADING EDGE SET IN ADHESIVE
<br />MIN, SLOPE -SEE ROOF PLANS
<br />PROVIDE I/
<br />CLIP ANGLE - SEE STRUCTURAL
<br />VER ICE AND WATER
<br />WATERPROOF MEMBRANEIELD
<br />O EXTEND SINGLE PLY ROOFING MEMBRANE UP AND OVER
<br />PARAPET WALL
<br />ONE LAYER OF 5/S" EXTERIOR
<br />ONE LAYER OF 5/8" EXTERIOR
<br />3O CONT. 4" CANT STRIP - SEE ROOF PLAN
<br />GRADE PLYWOOD SHEATHING -
<br />GRADE PLYWOOD SHEATHING -
<br />USE SHIM TO SLOPE TOWARDS
<br />SLOPE USE SHIM TO SLOPE TOWARDS
<br />�-
<br />4(, �/8'' SMOOTH SAND FLOAT STUCCO FINISH OVER PAPER BACKED
<br />ROOF AS REQUIRED
<br />B
<br />A
<br />ROOF AS REQUIRED
<br />v GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2"
<br />EXTERIOR GRADE PLYWOO D SHEATHING
<br />METAL SELF SEALING
<br />6b
<br />6b
<br />FASTENERS AT 48" O.C.^
<br />_
<br />O -1/8" SMOOTH SAND FLOAT STUCCO FINISH OVER HIGH RIB GALV.
<br />A.F.F.
<br />METAL LATH
<br />FLASHING �t
<br />X x
<br />I x x
<br />I x x I I ._
<br />I —_. .___ _ _ _ TOP OF
<br />TOP
<br />I MASONRY-
<br />LOCK FLASHING
<br />/ /' ;
<br />O 8" G.M.0 WALL SYSTEM - SEE STRUCTURAL DRAWINGS FOR VERTICAL
<br />°
<br />-------
<br />AND HORIZONTAL REINFORCEMENT
<br />\\
<br />t , t
<br />,
<br />r/ij✓
<br />O STEEL HSS JOIST - SEE STRUCTURAL DRAWINGS
<br />a
<br />SEALANT \ \ X
<br />39
<br />/ f SEALANT
<br />O MILLWORK - SEE FLOOR PLANS AND INTERIOR ELEVATIONS
<br />2x P.T, WOOD NAILER \� \\
<br />�:,
<br />�; 42
<br />2x P.T. WOOD NAILER WITH I/4"
<br />!' /
<br />/ f r TAPGON SCREWS AT EACH
<br />9 STEEL ANGLE -SEE STRUCTURAL DRAWINGS
<br />O
<br />°
<br />\------------------------------
<br />X
<br />/ 6
<br />.' END AND AT 24" O.C. MAX.
<br />"FRY
<br />METAL STUD FRAMING
<br />\\"
<br />f
<br />000NT. SPRINGLOCK FLASHING BY REGLET"
<br />SEE STRUCTURAL
<br />\ti, \\
<br />U;
<br />MASONRY WALL SYSTEM -
<br />SEE STRUCTURAL
<br />II CLIP ANGLE -SEE STRUCTURAL DRAWINGS
<br />STONE VENEER - SEESTONE
<br />O
<br />f`'
<br />NELEVATIONS
<br />f2 6" METAL STUDS - SEE STRUCTURAL DRAWINGS
<br />EXTERIOR ELEVATIONS
<br />EXTERIOR
<br />METAL ROOF DECK - SEE STRUCTURAL DRAWINGS
<br />"TYVEK" STUCCO WRAP OVER 1/2"
<br />\.
<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 />O
<br />DETAIL
<br />ODETAIL_______
<br />SCALE: 3" = 1'-0"
<br />x x — —
<br />.,,. x x
<br />'-r
<br />SCALE: 3" = 1'-0"
<br />I� EXISTING K.O. BLOCK - SEE STRUCTURAL DRAWINGS
<br />O
<br />fj
<br />18 EXISTING METAL ROOF DECK - SEE STRUCTURAL DRAWINGS
<br />A
<br />12
<br />r
<br />A
<br />G
<br />A 1
<br />19 EXISTING SLAB ON GRADE
<br />20 CLEAN, COMPACTED, TERMITE TREATED FILL
<br />6 I
<br />49
<br />I 6
<br />6c
<br />1
<br />6 I
<br />21 APPROXIMATE GRADE
<br />10
<br />p
<br />��
<br />f�����
<br />�
<br />11I I _ A I 16'-8" A.F,F.
<br />12
<br />I
<br />I
<br />1
<br />I I
<br />I- - -- I3-8" A.F.F.
<br />22 1/2" EXPANSION JOINT MATERIAL
<br />O
<br />TOP OF
<br />MASONRY
<br />I
<br />I I
<br />I I
<br />T P OF
<br />I 1''�1/�� SONRY
<br />23 CONCRETE SIDEWALK - SEE SITE PLAN
<br />PARAPET
<br />I
<br />r,
<br />r
<br />I
<br />I
<br />I
<br />I I
<br />I P RAPET
<br />f
<br />24 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI
<br />1
<br />1
<br />STEEL BEAM - SEE STRUCTURAL DRAWINGS
<br />44 I
<br />26 CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI
<br />°N4
<br />°
<br />°
<br />3 I
<br />I
<br />;f
<br />44
<br />6 '
<br />2D EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS
<br />1 ° 6 I
<br />° (+/-) 14'-0 A.F,F
<br />SLOPE x x
<br />I
<br />f I
<br />SLOPE
<br />--,h—
<br />°
<br />6
<br />35 (+/-) 14'-0" A.F,F.
<br />28 LAY -IN ACOUSTICAL CEILING SYSTEM -SEE REFLECTED CEILING
<br />°
<br />°
<br />°
<br />°
<br />35 TOP OF
<br />�I
<br />x I
<br />,r
<br />r!:
<br />35
<br />TOP OF
<br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS
<br />EXISTING
<br />° B PARAPET
<br />Il �` _—
<br />6 (VERIFY)
<br />-------
<br />' i 12
<br />'
<br />I
<br />_ (+/-) 14'-0" A.F.F
<br />�' I TOP OF
<br />!
<br />I
<br />1�
<br />'
<br />°
<br />EXISTING
<br />_ _ B PARAPET
<br />6c (VERIFY)
<br />29 5/8 CD GYPSUM CEILING BOARD - SEE CEILING PLAN AND
<br />O
<br />DETAILS
<br />°
<br />'
<br />i
<br />10 ��
<br />I
<br />r EXISTING
<br />I PARAPET
<br />j
<br />71
<br />10
<br />HSS STEEL JOIST NESTED - SEE STRUCTURAL DRAWINGS
<br />13'-4" A.F.F,
<br />3 I I I TOP of
<br />/ / �'
<br />'./ '
<br />I / 46
<br />(VERIFY)
<br />,/ I
<br />3
<br />13'-4" A.F.F.
<br />31 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT 16" O.C.
<br />OVER 1" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF
<br />°
<br />i /
<br />°
<br />_
<br />x x x x I TOP OF
<br />37 I I I FRAMING
<br />/'':/ / r
<br />I
<br />f' '
<br />r 37
<br />FRAMING
<br />x x x x
<br />i j` i ' ' f r / i i
<br />/ % / , /
<br />r% ,' ;' % i i /' / r f
<br />A
<br />H%
<br />I
<br />ROOF DECK.
<br />, i f'� �// . %/ i
<br />'i' f
<br />I __v. _- - 12'-8" A,F,F.
<br />I EXISTING ROOF
<br />\
<br />I I
<br />32 EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL
<br />/jr f/ �f /f/ ,�!' %/ /'
<br />-'
<br />12'-8" A.F.F.
<br />__- _-__ _
<br />i'j j j'/f /f� r i 1S r�" - -- - --
<br />f %/ /// /' / I /
<br />,f f
<br />I -- --- JOIST BEARING
<br />I
<br />j/,//% i I��(
<br />/ ,
<br />/
<br />/
<br />1! u
<br />� �-8 A.F.F.
<br />DRAWINGS
<br />i/
<br />- �
<br />IS I EXISTING ROOF
<br />-- ------ -- ------------------ --- -- --- - JOIST BEARING
<br />7 I
<br />j''',;
<br />r
<br />/ % . i g
<br />.' ,' ` i f !/fi I ' ' !
<br />°
<br />r ` 12-4 A.F.F.
<br />I HSS BEARING
<br />/;
<br />i IS
<br />r s !i i `/ /
<br />,/, /,/,r ij` 'i f
<br />39
<br />EXISTING ROOF
<br />JOIST BEARING
<br />��
<br />33 8 PRECAST LINTEL -SEE STRUCTURAL DRAWINGS
<br />34 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE
<br />°
<br />%
<br />°
<br />--- -- ---- ---
<br />r --- ----- ---- --
<br />.
<br />36 40 I
<br />36 /
<br />I
<br />I 36
<br />/
<br />30
<br />g
<br />14
<br />5/8" SMOOTH SAND FLOAT STUCCO FINISH
<br />O
<br />,
<br />12
<br />32 - I
<br />9 I
<br />32
<br />/
<br />°
<br />% - 5
<br />I
<br />Fr`/
<br />i
<br />--------
<br />II
<br />36 EXISTING (2) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL
<br />DRAWINGS
<br />n
<br />i --- 4 I
<br />ix x
<br />' f l'
<br />r'frj '
<br />/ S2b
<br />32
<br />����� ��
<br />I
<br />-
<br />- -- 48
<br />xx x x I
<br />31 DURO-LAST THERMOPLASTIC SINGLE PLY ROOFING MEMBRANE
<br />OVER ISO BOARD TAPERED INSULATION TO PROVIDE 1/4" MIN.
<br />°
<br />I
<br />.
<br />/r/:
<br />\ 12
<br />> x X I 10' - 0" A.F.F.
<br />!
<br />°
<br />x x x x 0„ A
<br />10' - F.F.
<br />SLOPE - SEE ROOF PLANS
<br />I
<br />< .
<br />°
<br />°
<br />°
<br />�..
<br />44 I UNRDERSCI�DE OF
<br />®
<br />/
<br />%i''
<br />UNDERSIDE OF
<br />FRAMING
<br />38 NEW MASONRY ABOVE LINTEL - SEE STRUCTURAL DRAWINGSAMIN
<br />I`;r
<br />.,
<br />I
<br />28 12
<br />� I
<br />I i
<br />28 ''
<br />°
<br />`����
<br />12
<br />°
<br />(2) COURSE K.O. BLOCK TIE BEAM -SEE STRUCTURAL DRAWINGS
<br />38 I 5
<br />P.
<br />S2b
<br />38
<br />r
<br />}' 42
<br />r
<br />//
<br />'
<br />����
<br />S
<br />����CEO SIM 3
<br />S2b
<br />6
<br />40 WELDED STEEL ANGLE FRAME - SEE STRUCTURAL DRAWINGS
<br />O
<br />41 "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD
<br />°
<br />°
<br />i i"
<br />31 / , 35
<br />f ,
<br />f
<br />6 31
<br />.
<br />35
<br />SHEATHING - SEE STRUCTURAL DRAWINGS
<br />33 i • I I
<br />/;:' ,
<br />/'
<br />f
<br />3b
<br />`
<br />/
<br />%f
<br />r
<br />32
<br />°
<br />35
<br />42 CULTURED STONE VENEER - SEE EXTERIOR ELEVATIONS
<br />-
<br />8' 0 A.F.F.AFF
<br />_ TOP OF
<br />MASONRY
<br />/' ,' ,'
<br />' i ;' '
<br />°
<br /><i
<br />j f
<br />r ;
<br />• .
<br />6
<br />- 8'-0" A.F.F.
<br />TOP OF
<br />MASONRY
<br />43 STEEL ANGLE FRAMES - REFER TO STRUCTURAL
<br />'
<br />%/f
<br />,� '
<br />OPENING
<br />OPENING
<br />44 (1) COURSE K.O. BLOCK TIE BEAM - SEE STRUCTURAL DRAWINGS
<br />��
<br />ftmI
<br />45 (1) FULL COURSE SOLID WITH (1) 05 CONT. BELOW NEW
<br />,';
<br />iJ'
<br />GROUT
<br />OPENING
<br />r / r
<br />/
<br />CONT, 6" IS 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) 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 GOAT STUCCO OVER PAPER
<br />ff
<br />"TYVEK" 1/2"
<br /><
<br />BACKED METAL LATH OVER STUCCO WRAPOVER
<br />EXTERIOR GRADE PLYWOOD SHEATHING.
<br />3
<br />' ;17f'
<br />1
<br />/
<br />/
<br />r '
<br />coo�
<br />32
<br />I I
<br />6
<br />45
<br />-7
<br />35
<br />35
<br />/
<br />\
<br />26 ` 22
<br />243 0-0" F.F.E.
<br />, , TOP OF
<br />I 26
<br />21
<br />I
<br />!I
<br />I 26
<br />4
<br />f/,
<br />22
<br />22 I
<br />23
<br />�y PLAN
<br />EX TING SLAB
<br />//
<br />23
<br />„,`
<br />19
<br />`
<br />03
<br />0"OFF.F.E
<br />0TO
<br />— — — — — —
<br />0'-0" FFE.
<br />— — — — — — — ---
<br />—I .
<br />-P
<br />,rF /
<br />/ // / f/ /'i ,/'!` j r'// r�i
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<br />7-11777
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<br />, , SIM 4
<br />,
<br />5
<br />14 516
<br />14 Sib
<br />2 1
<br />3
<br />O
<br />WALL SECTION
<br />2
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<br />WALL SECTION
<br />�
<br />O
<br />WALL SECTION
<br />SCALE: = 1'-0"
<br />E: 3
<br />1' SCALE: 3/4" = -0"
<br />SCALE: 3/4" = I'-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 />A6b
<br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Architectural\A06abc-WSEC.dwg, 12/23/2014 3:14:20 PK sharrison, Xerox 6030.pc3
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