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SECTION 1
1" = 1'-0" S1.0
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COLUMN CENTERLINE
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BEAM — SEE
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SECTION 5
S1.1
S1.2
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RIB STEEL ROOF DECK
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PLATE
SECTION r2
1" = 1' -0" S1.0
1'/2", 22 GAGE WIDE
RIB STEEL ROOF DECK
W8x31 BRACKET
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2" CAP PLATE
THROUGH PLATE
CONNECTION FOR
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W8x31 BRACKET
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SEE F1.0 FOR SIZE
SECTION 6
1" = 1'-0" S1.2
BOLTS AS REQUIRED BY
JOIST MANUFACTURER
/ TYP
AFTER BOLTING 4" 4° 1 4 4
1/8 2 1 2 22 GAGE WIDE
RIB STEEL ROOF DECK
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SECTION 3
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SEE FRAMING PLAN
FOR JOIST GIRDER SIZE
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Duke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: (317) 808 -6000
Fax: (317) 808 -6797
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Certified By:
No. °`•:�`
3 i AR19400116 Z
STATE OF
:•`'AND I PN �•
9R�HITE�
Drawing Number:
S2s0
Of Sheets
Duke Job Number:
0000
A/E Job Number:
05020