11-959-037(E) CONCRETE —
FLOOR DECK, VIP
3 5/8x1 5 /SxIBGA
STUD m 16' OC
(E) 2'x4'xlroGA METAL -
STUDS AT 16' OC CUT
HEIGHT PER ARCH, VIF
FOR ATTACH, TO STRUCT
ABOVE SEE G
S0.1
3 5/8x1 5 /Sxl8GA DIAL —
BRACE • 48' OC
(3) 010 SCREWS TYP
I&GA CONT METAL —
TRACK w/ (2) 010
SCREWS TO EA JOISTS
3 5/8x1 5 /6xl8GA
METAL JOIST m 16' OC
SAD
B.O. CEILING SOFFIT/
MARBLE TRIM
- - - -�i +ice - - - --
GYP BD CEILING
I&GA CONT METAL
TRACK w/ (2) 010 TO EA
STUD AND JOIST
IMPACT RESISTANT —
STOREFRONT BY OTHERS,
SEE NOA
STOREFRONT GLAZING
BY OTHERS, SAD
SALES AREA
HSS 3x, SEE PLAN
18GA CONT TRACK
NOTES-
FOR MULLION ATTACHMENT
TO HEADER / SILL, SEE p
S3.0
SECT
I
i
i
i
SAD
T.O. OF 3RD FLOOR SLAB
(E) 2'x8'x16GA METAL
STUDS m 16' CC, VIP
(E) MALL BRACING, VIF
-- - -18GA TRACK w/ 010
SCREW 6 16' Oc
SAD
U/S OF MALL BULKHEAD
3 5/8x1 5/840GA METAL
STUDS AT 16' OC
HSS 3x, SEE PLAN
010 SCREWS STUD TO
HSS 3x
18GA TRACK
014 SMS SCREWS
SPACING PER NOA, TYP
BLOCKING TO MATCH
(E) VIF, SAD
(E) MALL COMMON
AREA
ION AT STUDS.
SAD
T.O. KNEE WALL
BLOCKING TO MATCH
(E) VIF, SAD
3 5/8'x1 5/6'x20GA 16' OC
SAD rbh
(E) 2ND LEVEL FINISH
FLOOR
18 GA CONT TRACK, FOR
FLOOR ATTACHMENT,
SEE F
S0.1
i
ff i
(E) CONCRETE i
FLOOR DECK, VIP \\
3 5 /8x1 5 /SxISGA \
sruD m 16 oc
(E) 2'x4'xI6GA METAL
STUDS AT 16' OC CUT
HEIGHT PER ARCH, VIF
FOR ALtA O T .. ? _._.;
A50VEsSEfirr,► IF .► i :�ti t
-- ........... -- 50.2.. ............ ..... i
FOR ATTACH, TO STRUCT
ABOVE SEE G
3 5/8x1 5 /6x18GA DIAL
BRACE 0. 48' OC \ \ I
(3) 010 SCREWS TYP . Y \ \ \ \
I&GA ,CONT METAL \ \
TRACK w/ (2) 010 \ \
SCREWS TO EA JOISTS \
3 5 /8x1 5 /6x18GA \ \ \
METAL JOIST O 16' OC \
SAD - - -- - - - --
B.O. CEILING SOFFIT/
-
MARBLE TRIM
GYP BD CEILING
I&GA CONT METAL •
TRACK w/ (2) 010 TO EA
STUD AND JOIST
HSS 3
TO HSS
4x, TYP 114
P%
SALES AREA
HSS 3x, SEE PLAN —�
18GA CONT TRACK ---�
NOTES: q
FOR MORE INFO, SEE
S3.0
r
SAD
T.O. OF 3RD FLOOR SLAB
(E) 2'x8'x16GA METAL
STUDS tv 16' OC, VIF
(E) MALL BRACING, VIP
- -18GA TRACK w/ 010
SCREW m 16' OC
SAD
U/S OF MALL BULKHEAD qV
L 3x3xl/4 DIAL m HSS
4x COL SEE E
S0.2
3 5 /6xl 5 /6x20GA METAL
STUDS AT 16' OC
HSS 3x, SEE PLAN
010 SCREWS STUD TO
HSS 3x
—18GA TRACK
HSS 4x COL
(E) MALL COMMON
AREA
' SAD
T.O. KNEE WALL
BLOCKING TO MATCH
(E) VIF, SAD
3 5/8'x1 5/5'x20GA 16' OC
I
_ V -0' AFF. VIP
(E) 2ND LEVEL FINISH
FLOOR
18 GA CONT TRACK, FOR
' FLOOR ATTACHMENT,
SEE F
S0.1
SECTION AT COLUMN
a /a.. =i._e.. 53.0
FOR ATTACHMENT = =
ABOVE SEE = - -- - - - - --
E
so.2
HSS 4x COL
1 I/2' 0
11/2'
I/4
1 1/2' NON - SHRINK GROUT
(E) SLAB, VIP (E) SLAB VIP
4A n
IF a ^ A A
a n
DRILL t EPDXY
518' mx6' EMB THRD
ROD w/ LOCK NUT
(2 TOTAL)
014 SMS SCREWS m 22' OC
(MAX) (4) EA SIDE OF
MULLION, SEE NOA FOR
MORE INFO
SECTION c
3/4 "= 1 ' —O" 53.E
HSS 3x
MULLION BY OTHERS
SECTION
53.0
ctrY of
BV�L1) NG Dep -.
STRUCrUR SEC `014
>'; >OVE p BY
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`�r�• tit4Y �:
Y
, F SEC JOB NO.:
11089
DRAWN /CHECKED BY:
HN /FNC
SCALE:
AS NOTED
ISSUE FOR:
PERMIT
,09/14/11
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TITLE DETAILS 8
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