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NOTE.
1 1/2" WIDE RIB, 22 GAGE METAL ROOF
DECK. MINIMUM (3) SPAN CONDITION.
WELD THROUGH MULTIPLE SHEETS AT ALL
END AND SIDE LAPS.
END LAPS SHALL OCCUR ONLY AT
SUPPORT POINTS.
0
AFTER
BOLTING 1 /4 D�_2
E 1/2" JOIST SEAT
TYP. ALL
-4� JOIST JOIST BRC. EL
1/4 3 GIRDERS 3/16 PER PLAN
O
JOIST BRG. EL. 1- 5/8" JOIST- z
PER PLAN GIRDER SEAT—\ 3/8"
O SECTION
NOT TO SCALE
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ROOF DECK WELDING
PATTERN TYPE
10
NOT TO SCALE
3/4" CAP T- I
5/16 4
-3/4" STABILIZER R
6"
DO NOT WELD JOIST 5/
GIRDER BOTTOM CHORD
TO STABILIZER PLATE
SECTION
F.�w-lqllm
v\./11.;11 „11.uu_0 SEAT
NP. INTERIOR COLUMN
O JOIST 8 JOIST GIRDER SEAT
NO. TO SCALE
SECT 1 ON
NOT TO SCALE
ff— I/4"X4"X8"
CONTINUOUS BOND BEAM
2—#4 BARS CONT.
BAR JOIST BEAR ® VERT
WEB MEMBERS
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JOI5T5 FOR DUCTWORK
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NOT TO SCALE
E5
GIRD
SECTION
E 1/2- JOIST SEAT
(FAR SIDE)
)IST BRG.
--R PLAN
3/8" z
JC
O
PLAN
ER
TYP. EX7r-RIOR COLUMN
O JO i ST $ JO 15T G I RDE -R SEAT
NOT TO SCALE
SEE PLAN
STEEL J015T
PER PLAN
'- I -V[ l l\LL L..' 1
JOIST SUPPLIER
OSECTION
NOT TO SCALE
SEE PLAN
SEE PLAN
I PROVIDE —
44 x 4 x 5n6
GRO55 BRID6IN67 Q
FULL ViELDED
® CORNER OF w
FRAME TOP FLL 6Ff
EACH ROOF (Y
WITH J015T TOP
TOP L NIT Q
CHORDS
J015T 61RDER OR
ROOF
OPN 6
�BLOGK WALL
WALL PER PLAN
Z 3X3XI/4 DONT. —
FOR DECK SUPPORT
5/4" 0 SLEEVE ANCHOR
--R� -V
HORIZON fAL BRIDGING
ANGLES
FE 5/16"X4"X4" W/ 1/211
::
SLEEVE ANCHOR
BRID61N6
SEE FOUNDATION PLAN
FOR WALL RE I NFORGN6
OSECTION
NOT TO SCALE
k ELEV. VARI E5
SEE PLAN
NOTE: NOT TO BE USED TO SUPPORT STABILIZER fE 3/4
EQUIPMENT k4EI&HING MORE THAN 1500 LB5.
OTYP. ROOF OPENING flETA I L
2
NOT TO SCALE
OSECTION
NOT 70 SCALE
`¢ AR19400124
STATE OF
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CERTIFIED BYI
DRAWNG REVIEW ISSUE
1 MAY 4, 1448
s
14*
BUILDING AGENCY SUBMTTAL
MAY 4, 1948
CONSTRUCTION BD/ESLE
EEVISIONS
1 *
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Structural
Framing Details
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