HomeMy WebLinkAbout44-01 Plans March 22 2001 Framing DetailsSEE PLAN FOR T /BOND BEAM
AND B /LINTEL
PARTICAL HEIGHT CORRECTION
MAY OCCUR BETWEEN REINFORCED
SECTIONS
--- (2) #5 BOND BEAM
-- 8" N.W. CMU
#5 @ 16" O.C. VERT IN LINTEL
(2) #6
-- (2) #6
ALTERNATE: PRECAST /PRESTRESSED
LINTEL W/ 2,800 PLF CAPACITY.
SUBMITTAL REQUIRED
FLOOR SLAB (SEE PLAN)
T /SLAB
(SEE PLAN) x
DECK ORIENTATION VARIES
w
i;
r �
n
�-- TYP. U.N.O. ON PLANS
GUARDRAIL ATTACHMENTS TO
EDGE ANGLE BY OTHERS
—�--- L5x3 1/2x1/4 LLV W/
1/2 "06" HSS @ 2' -0" O,C,
P�
3/16" V 3 "@ 12't TYP
STEEL BEAM (SEE PLAN)
SECTION A T
FLOC)"R %0'1113LAB Org"ENINGS
TYP AT
EA END 3/16"
a
JOIST GIRDER —
SEE PLAN
FULL WIDTH
OF SEAT
V 3/16x2
IF— L3x3x1 /4x1' -0" EA SIDE
0
:r r s4 ,' ;r' �,
,, r
SCALE: 3/4" = 1' -0"
Ay
S401 SCALE: 3/4" = 1' -0" 5401 SCALE: 1" = 1' — 0"
SCALE: 1 " = 1' — 0"
3/
—Tj
(2
k
S CTION .A
3/4"
TS C
SEE rtrly
JOIST GIRDER BEARING
jk To"" 1; OM
v r
u N
F. CHORD JOIST
WELD (AFTER
JST. AND CLIP
TYP. EA. SIDE,
T /STL, EL. k
:E
SEE PLAN
SCALE: 1" = 1' — 0" STL0077
SEE 7/S401
1/4" V
3/4" CAP PI, I I I
I
I II
L6X6X3/8 SEAT W/ I
3/8 STIFFNER I I
I I
I I
1/4" I I
I
1 I
3/4" STABILZER pl.
I !
TS COLUMN
SEE PLAN
L 2x2x 1/4 BOTT. CHORD JOIST
EXTENSION, FIELD WELD (AFTER
D.L. INPLACE) TO JST. AND CLIP
0) TYP. EA. SIDE.
T /STL ' EL
.
SEE PLAN
I
(2) ERECTION
BOLTS gill
NO WELD
I I
I I
I
I I
I
I
I S T G*' I L �,�,
SCALE: 1" = 1, — 0"
SCALE: 1e' = 1' — 0"
1/4"
JST. GIRDER SEE
PLAN & SCHED.
STL0077
SILL: & SPACING PER J.G. MFG.
SCALE: 1" = 1' -0"
STL0046
CSMrchitects
Engineers&lnteriors
Architecture
Engineering
Land Planning
Historic Architecture
Landscape Architecture
Interior Design
Space Planning
@Copyright 1998
SLOP& These maK us irxaale the generm scope o the
prryt<t in fmms e[ trh:tecturel eesgn concept,
Drawings v.. a mw ;cnn +re a:e:�a ih. motor archa :c-
lorl tkaeNS en0 Ue type ! :hq, td. m.,ttwm-
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foc c •aar ty :nRC!e cr 0 "' ee cork rep.red
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F., shad f."h oe'.1 rey�!red to the proper
erecuYan one carp %!1an of " •ak.
Revisions:
TYP, —31-16—"V-2—"
COMPOSITE SLAB
SEE PLAN
J.G., SEE PLAN —i
3/4 STABILIZER PL
TS COLUMN, SEE PLAN
J 0
Jt t•VV 1 1
�— DECK SUPPORT
L2x2x3/16 BOTT. CHORD JOIST
EXTENSION, FIELD WELD (AFTER
D.L. IN PLACE) TO JST. AND CLIP
L4x3x1 /4 (LLO) TYP. EA, SIDE.
FIN. FLR.
EL., SEE
PLAN
JST. BRG.
SEE
w 1 11 1 PLAN
0
s
\ o
NO WELD
'— J.G., SEE PLAN
177 PL TO COL. TYP.
SCALE: 1" = 1' -0"
Certified By
2 2QU�
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=-ar 194 210
• STA Z
8 all
ti
Certified By
Sheet No.
S 4ti I
STL0048 Of Sheets
File No.
20574