HomeMy WebLinkAbout1239.97.11for
BUILT -UP E.1 F.S.
(AGC.EMT DOLOR
5/8' EXT. PLYWC
SHEATHING
6" 20 6A. META
STUDS • 16' O.G
10 E.I F5. SULK1�E
(ACGEtYf DOLOR
A.43
5
t/4' PER I'-O "/ A2.1
12a'
T✓ CORNICE _
PRE-- FIN15HED METAL
CORNICE s
6' 20 GA METAL STUD
BRAGIN6 O 16" O.G. w/
BUIt_r -UP E.I.F.S. -` I 1/2" PLYWOOD SHEATHING
GORNIGE (ACCENT
DOLOR) k ,
i' FULLY ADHERED 6 MIL EDPM
ROOFING SYSTEM. RUN IF
\ 1'
AND OVER TOP OF PARAPET
i
b" 20 GA. METAL
5TUD5 • Ib" O.G.
b" 20 6A. METAL
JOI5T5 O 16' O.G.
STRUCTURAL
STEEL. BEAM (SEE
STRUGT. PLAN)
5/60 6YPSUMI
BOARD
TREATED WOOD SHIM
VETA I L.
6
SCALE: 1"
STEEL BRACIN S ANGLE
P* LD TO STEEL JOIST
1' (SW FRAMING DETAILS)
5/B' EXT. GYPSUM 12 FR
BOARD SHEATHING �12
FULLY ADWEPW SINGLE -PLY 6 MIL
GLASS A M�ANE PROOF OVER MIN.
R -12 TAPED RI61D IN5U_ATION ON
(FIELD C,OLOw A.4 A,3q 11/2' 22 6A. METAL DECK
5TEEL BAR J015T
(SEE FRAMING FLAW
i � i (- 5T!!E1_ BAR JOIST
Lbx4x5l16 (LL VI (SW �MIN6 PLAN)
C.ONTINUOU5 (TYP) J
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l
BUILT -UT' -
(ACCENT COLOR)
STEEL BEAM (SEE _-
FRAMING PLAN)
ly BY 5TEEI 1- - - - - - - - -- -- -- 'k- - - --
i
5/8' YP BOARD
TREATED WOOD SHIM �� � G . R
- �-
b k 6' 20 6A. METAL STUDS
• tb" Or'- (TYP)
r j
1-,5 8th.
i
ALUMINUM STOREFRONT -�
4 ILA
SYSTEM
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21/4*-
FURRING • 16" O.G.
1
5
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TREATED WOOD 5HIM --
BACKER ROD AND SEALANT
BOTH SIDES
Z ' -/ MASONRY
BRICK SOLDIER
COURSE
(
4' SPLIT- FAGE•D�-- --
GONG. MASONRY
if
112" EXP_ JOINT
J(
MATERIAL
4'09W.,. 510EWALK hY 6 x 6
HN f OVER MIN. 4' 6RANA AR
FILL. SLOPE 1/8' PER FOOT
(5EE CIVIL 0W65)
FOUNDATION WALL
1/8" METAL FURRIN6
• 24' Or,. (TYP)
5/8" GYP. BOARD _.
5/8' EXT. PLYWOOD
5HEATHIN65
MINj BATT IN5UL.
6" 20 6A- METAL STUDS
• 16" O.G. (TYP)
1171 EXPAN510N JOINT MATERIAL
4' GONG. SLAB ON A 6 MI.
VAPOR BARRIER 4 4" MIK
GOWACTW 6RA A-AR FILL
"t r
2' RI60 PERIMETER IWAL.
P -10 MIN)
120 GONC, MA60NRY BOND
BEAM W/ 2 *5 C0WINAOM
MWA S LN 4
(6RO
GORE SOLID AT
ANCHORAbEj
120 GOKAWTE NM6ONRY
w VBRT. Plow.
U3' eWAN51ON JOINT MATMAL
4' GONG. SLAB ON A 6 MIL.
VAPOR BARROt 4 4' HK
GONPAGTE'D 6RAKILAR FILL
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( 1E
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4T-4' A
REINFORCED GONG. FOOTINGS TJ F00TM6
(SM FaW. VHSW 0 -
AAL.L. SECTION
SCALE: I/2" = -o "
6' 16 6A. METAL STUD
.JOISTS • 16" ox
(2) 3-5/8' 20
STUDS • 16, 0.0
(FIELD COLOR)
5/80 EXT, GYP. E
!I
VETAIL
SCALE: I " = I' -O"
5
A2J 1.01
I
040 r-o'
FTI GOR E
i
PRE- FIK15HED METAL I
GORNIGE
BUILT•-UP E.I.F.S.
CORNICE (ACCENT :'
COLOR)
I' E,I.F.5. (YIELD
DOLOR)
WON EXT. GYP. BOARD
Mi50NRY
STUDS • 16 O.G.
(FIELD DOLOR) 1
i
STRUCTURAL I
STEEL BEAM (SEE
FRAMING PLAW - -��- -
( t w
TJ STEEL
J E.t. .S. \ --
IN E.I F.S. BULKHEAD
(ACC.ENT C OLOW t
9�.AR 4 ��- b ---11
E.t.FS. COLUMN
(HE1row)
5 .=a
8" 20 6A. METAL STUD A4.1
JOIST'S • 168 O.G. TYP.
to E.I,FS. ON 5✓8"
CGYP5U M BOARD
(FIELD DOLOR)
(2) 33 -5/8' 20 6A. METAL -
STUDS • 16" Of,
LINE OF QULKHEAD
(BEYOND)
126 G41C.A4M KA60W
W \"". Imo.
FADE BRICK ml
MASONRY TIES
• 24. Ojr, TYP.
8R1GK SOLDIER
COURSE
4" SPLIT -FACED
GONG. MASONRY
1/2' EXP. JOINT
MATERIAL.
s'
•
4' GONG. BLOGK
NEE FAm. m" •
YNAL.L. SECTI ON
� I _,
SCALE: /Z 1/ P-0"
-"O II
EXPANSION ANCHORS
• 24" O.G.
12' GOING. MASONRY
WALL W/ VERT,
REIN.
FACE BRICK w/
MA50NRY TIES
O 24" O.G. TYP,
b" 20 6A MEDAL STUDS
• Ib" O -G.
6' 20 &A METAL STUD
5RAGIN& • 160 O.G, w/
1/2" PLYWOOD SHEATHIN5
L4x4xl /4" CONT. W/
3/4' • EXP. ANCHORS
AT 24' O.G.
12
\ �12
STEEL. BRAGINb ANGLE \
HEW TO STEEL JOIST
(SEE FRAMtN& DETAIL5)
STEEL BAR JOIST
(SEE FRAMING PLAN)
Lbx4x5A6 (LLV) CONT.
W/ 3/4' m EXP. AN C44ORS o
24' O,G., &ROUT GORES
SOLID AT ANCHORS
EXPANSION ANCHORS
• 24" O.G. (6ROUlT
GORE SOLID AT
ANCHORAGE)
1/2' EXPANSION JOINT MATERIAL
4' GONG. 5LA8 ON A 6 ML.
r VAPOR BAiRRIM A 4' HK
/ 6CWACT® 61RANUl.AR Fill.
FIN FLOOR Y
17 CAOW,. BLOCK
Fa/M. VNV_ fl
/REINFORCED GONG. FOOTING
M
/ FOIW. 17I"IC60
4T-4"
TJ FOOTW
4 ILA
2x4 TREATED WOOD
4
�
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1
FURRING • 16" O.G.
1
5
J
PGONG.
11 /54PlxR IGO-0NIIGE
KLLY ADHERED E.D.P.M.
12' MAY BOND 1 UY
MEMBRANE ROOFING
BEAM W/ 2 05 GONTtN UOU5
b MIL. FULLY ADFD EDPM
" EVE
ROOFING OVER TAPED
(ACCENT DOLOR)
RI61D INSU L. SYSTEM
BWLT -UP E.1F.G,
CORNICE (ACCENT
(UOLOR)
gj 116' "
TJ STEEL
I
5TRUG. STEEEL.
TUBE (SEE FRAMING
j
8" 16 6A. METAL STUD
PLAN)
I
w 111
JOISTS O 16" D.G. TYP.
5/8' EXT. 6YP5UM
i
L6x4x5 /16 (LLV) GONT.
BOARD SHEATHIN6
,�
W/ 3/4" 0 E.W. ANGHOR5 o
24' O.G., GROUT GORES
b' 20 6A. METAL
,
SOLID AT ANCHORS
=
STUDS • 16 O.G.
(FIELD DOLOR) 1
i
STRUCTURAL I
STEEL BEAM (SEE
FRAMING PLAW - -��- -
( t w
TJ STEEL
J E.t. .S. \ --
IN E.I F.S. BULKHEAD
(ACC.ENT C OLOW t
9�.AR 4 ��- b ---11
E.t.FS. COLUMN
(HE1row)
5 .=a
8" 20 6A. METAL STUD A4.1
JOIST'S • 168 O.G. TYP.
to E.I,FS. ON 5✓8"
CGYP5U M BOARD
(FIELD DOLOR)
(2) 33 -5/8' 20 6A. METAL -
STUDS • 16" Of,
LINE OF QULKHEAD
(BEYOND)
126 G41C.A4M KA60W
W \"". Imo.
FADE BRICK ml
MASONRY TIES
• 24. Ojr, TYP.
8R1GK SOLDIER
COURSE
4" SPLIT -FACED
GONG. MASONRY
1/2' EXP. JOINT
MATERIAL.
s'
•
4' GONG. BLOGK
NEE FAm. m" •
YNAL.L. SECTI ON
� I _,
SCALE: /Z 1/ P-0"
-"O II
EXPANSION ANCHORS
• 24" O.G.
12' GOING. MASONRY
WALL W/ VERT,
REIN.
FACE BRICK w/
MA50NRY TIES
O 24" O.G. TYP,
b" 20 6A MEDAL STUDS
• Ib" O -G.
6' 20 &A METAL STUD
5RAGIN& • 160 O.G, w/
1/2" PLYWOOD SHEATHIN5
L4x4xl /4" CONT. W/
3/4' • EXP. ANCHORS
AT 24' O.G.
12
\ �12
STEEL. BRAGINb ANGLE \
HEW TO STEEL JOIST
(SEE FRAMtN& DETAIL5)
STEEL BAR JOIST
(SEE FRAMING PLAN)
Lbx4x5A6 (LLV) CONT.
W/ 3/4' m EXP. AN C44ORS o
24' O,G., &ROUT GORES
SOLID AT ANCHORS
EXPANSION ANCHORS
• 24" O.G. (6ROUlT
GORE SOLID AT
ANCHORAGE)
1/2' EXPANSION JOINT MATERIAL
4' GONG. 5LA8 ON A 6 ML.
r VAPOR BAiRRIM A 4' HK
/ 6CWACT® 61RANUl.AR Fill.
FIN FLOOR Y
17 CAOW,. BLOCK
Fa/M. VNV_ fl
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M
/ FOIW. 17I"IC60
4T-4"
TJ FOOTW
5/8" EXT. PLYWOOD
SHEATHIN6
,.--- 6" 20 6A. ME!TAL
STUDS • 16" O.G.
}�- DRIP EDGE
(FIELD COLOR)
DPTAIL
SCALE: I" = I'-O"
A.4 A.3q
PREFIN19HED METAL COPING -�
TREATED WOOD BLOGKIW-7 -�
120' -0"
T./ MASONRY
8" GONG. MA50NRY BOND SEAM
W/ 1-" GONT. VERT. REINF.
118' -e"
BY PLATE
12" GONG. MASONRY BOND BEAM
W/ 2-*5 C49WINJOV5
120 CONGRM KA60NRY
W/ VERT. REIIF.
LIM OF 6RADE
12' COW, BL"
REIHFORGM GONG. FOOTtN6 G
(SEE FOA+D VH9!W �.
RUN E.PD.M. OVER TOP OF PARAPET WALL
TREATED WOOD BLOCKING
FULLY ADHERED SONISLE -PLY 6 MIL
CLAD A MEMBRA C ROOF OVER MIN.
R -12 TAPERED R161D 045ULATION ON
1 I/2" 22 6A. METAL PECK
�- STEEL BAR JOIST
(SEE 57RUCT. DW95)
1/4' X 6' X 60 PLATE
W/ (2) 1/2 "m X 6" STUDS
1/2' EXPAt4" XANTT MATERIAL
4' GONG. SLAB ON A 6 MIL
VAPOR BARRIM 4 4' M IK
COMPArRV 6RAKLAR FILL
FIN. FLOOR IV
/-2' R*V P1 RW* Ni5irt.
(R-10 MINJ
aT'-4'
T./ FOOTIN6
O WALL SECTION
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STATE OF
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I
BUILT-UP E.IF5.
(ACCENT DOLOR)
5/8" EXT. PLYWOOD
SHEATHIN6
,.--- 6" 20 6A. ME!TAL
STUDS • 16" O.G.
}�- DRIP EDGE
(FIELD COLOR)
DPTAIL
SCALE: I" = I'-O"
A.4 A.3q
PREFIN19HED METAL COPING -�
TREATED WOOD BLOGKIW-7 -�
120' -0"
T./ MASONRY
8" GONG. MA50NRY BOND SEAM
W/ 1-" GONT. VERT. REINF.
118' -e"
BY PLATE
12" GONG. MASONRY BOND BEAM
W/ 2-*5 C49WINJOV5
120 CONGRM KA60NRY
W/ VERT. REIIF.
LIM OF 6RADE
12' COW, BL"
REIHFORGM GONG. FOOTtN6 G
(SEE FOA+D VH9!W �.
RUN E.PD.M. OVER TOP OF PARAPET WALL
TREATED WOOD BLOCKING
FULLY ADHERED SONISLE -PLY 6 MIL
CLAD A MEMBRA C ROOF OVER MIN.
R -12 TAPERED R161D 045ULATION ON
1 I/2" 22 6A. METAL PECK
�- STEEL BAR JOIST
(SEE 57RUCT. DW95)
1/4' X 6' X 60 PLATE
W/ (2) 1/2 "m X 6" STUDS
1/2' EXPAt4" XANTT MATERIAL
4' GONG. SLAB ON A 6 MIL
VAPOR BARRIM 4 4' M IK
COMPArRV 6RAKLAR FILL
FIN. FLOOR IV
/-2' R*V P1 RW* Ni5irt.
(R-10 MINJ
aT'-4'
T./ FOOTIN6
O WALL SECTION
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5/8" EXT. PLYWOOD
SHEATHIN6
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STUDS • 16" O.G.
}�- DRIP EDGE
(FIELD COLOR)
DPTAIL
SCALE: I" = I'-O"
A.4 A.3q
PREFIN19HED METAL COPING -�
TREATED WOOD BLOGKIW-7 -�
120' -0"
T./ MASONRY
8" GONG. MA50NRY BOND SEAM
W/ 1-" GONT. VERT. REINF.
118' -e"
BY PLATE
12" GONG. MASONRY BOND BEAM
W/ 2-*5 C49WINJOV5
120 CONGRM KA60NRY
W/ VERT. REIIF.
LIM OF 6RADE
12' COW, BL"
REIHFORGM GONG. FOOTtN6 G
(SEE FOA+D VH9!W �.
RUN E.PD.M. OVER TOP OF PARAPET WALL
TREATED WOOD BLOCKING
FULLY ADHERED SONISLE -PLY 6 MIL
CLAD A MEMBRA C ROOF OVER MIN.
R -12 TAPERED R161D 045ULATION ON
1 I/2" 22 6A. METAL PECK
�- STEEL BAR JOIST
(SEE 57RUCT. DW95)
1/4' X 6' X 60 PLATE
W/ (2) 1/2 "m X 6" STUDS
1/2' EXPAt4" XANTT MATERIAL
4' GONG. SLAB ON A 6 MIL
VAPOR BARRIM 4 4' M IK
COMPArRV 6RAKLAR FILL
FIN. FLOOR IV
/-2' R*V P1 RW* Ni5irt.
(R-10 MINJ
aT'-4'
T./ FOOTIN6
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