HomeMy WebLinkAbout06080001.24L3x3x1 /4 CONT.
4" — 16 GA. STUD FIEL2_/
WELDED TO JOIST TOP
& BOT. CHORD 0 PANEL CONT. METAL STUD —
SCREWED TO EA. BRACE
4" — 16 GA. METAL
STUDS BRACES 0
4' —0" O.C.
3' -8"
!
L3x3x1 /4 CONT.
L4x4x1 /4 CONT.
L3x3x3/16 C
m
1/4
1
S21
METAL STUD RUNNER
CONT.
T /STUD ELF
F PER ARCH.
9 I SFF ll
18 GA. METAL
STUDS
JST. BRG. EL.
PER PLAN
BRICK PER ARCH
iNOTE:
DO NOT INSTALL METAL
STUDS UNTIL FLOOR SLAB
HAS BEEN POURED
SECTION
B /ANGLE EL.
PER ARCH.
METAL STUD RUNNER S
T PARAPET EL.
PER ARCH.
T /TUBE EL. ,k
PER PLAN
BRICK & STUD INFILL
PER ARCH.
1 /4 I TAB CONN. TO BE DESIGNED
FOR 4k VERT. & 4k HORIZ. LOAD
I
T /STL ELL..
PER PLAN Y
® ROLLED
L6x6x5/16 CONT.
® 1 L-
C6x8.2 HANGER 0 EA. JOIST
B ANGLE
VARIES PER ARCH.
SECTION s
52.3
SECTION s
52.3
AB EL.,�.
PLAN Y
IJ�It7I1�
y-
L5x3x1 /4 LLH CONT.
CONT. METAL STUD
SCREWED TO EA. BRACE
4" — 16 GA. METAL
STUDS BRACES CAD
4' -0" 0. C.
(4) #12 SCREWS
EA. END
METAL STUD RUNNER
CONT. TOP & BOT.
T /STUD EL.
PER ARCH.
T /STL. EL. ,L
PER PLAN –�
6" – 18 GA. METAL
l —STUDS
BRICK PER ARCH
NOTE:
_DO NOT INSTALL METAL
STUDS UNTIL FLOOR SLAI
HAS BEEN POURED
L6 PER 3/S2.2
B /ANGLE EL
PER ARCH.
SECTION r-2
52.3
4,•
!
L3x3x1 /4 CONT.
METAL STUD RUNNER
CONT.
BRICK & STUD INFILL
PER ARCH.
METAL STUD RUNNER
TAB CONN. TO BE DESIGNED
FOR 4k VERT. & 4k HORIZ. LOAD
ROLLED
/— L6x6x5/16 CONT.
BANGLE EL. .L
VARIES PER ARCH.'I'
'--- C6x8.2 HANGER 0 EA. JOIST
SECTIONr6
52.3
BY JOIST SUPPLIER
SECTION io
S23
EL
L3x3x3/16 (,—..
ROOF DECK SUPPORT
SECTION 3
52.3
& BOT.
. EL.
^H.
k VERT. & 4k HORIZ. LOAD
'ONN. TO BE DESIGNED
L. EL.
PLAN
PER ARCH
HANGER 0
2 OF WINDOW
/8 CONT. FIELD BOLT
& BEAR ON BRICK 0
D
EE
^H. .
SECTION �
52.3
L4x4x1/4 CONT.
ALL EXPOSED
BE GALVANIZED
SECTION a
52.3
L4x4x1/4 CONT. 2"
T /SLAB EL.OL
ALAN Y PER PLAN
3/8" II'. TEE
T /BM EL. OL
VARIES
BM. PER PLAN
SECTION a
52.3
SECTION >>
52.3
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