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INDIANAPOLIS.IN a6256
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6080TENNVSON PARKWAV.SUITE200
PLANO,TX ]5024-8003
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AMERICAN STRUCTUREPOINT INC.
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Su6jec��o compliance with allregula�ions
of Sla�e antl Local Codes
City of Carmel
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FULLDEPTH STIFFENER PLATE W/E%TENDED
SHEAR TAB CONNECTION EA SI�E @ W30
BELOW AND THROUGH PLATE CONNECTION TO
HSS COLUMN ABOVE, PROVIDE A MIN OF (8)
PRETENSIONE� BOLTS EA SI�E, (3) AT
THROUGH PLATE AND (3J AT SHEAR TAB
28 8'
wsa Pea P�nN, cur nNo
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114V q�p
6 ELEVATION AT GRID 5
SCALE 1/4•'=1•0•'
O
HSSWLUMNBEARING, ..
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WTBq5.5 SLOPE TO
MATCHDECK �
3.5
3.7
FULL DEPTH STIFFENER
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EXTENDEDSHEARTAB
CONNECTION FAR SIDE
5 ELEVATION AT GRID C.8
SCALE: 1/4" = 1'-0"
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EXTENDEDSHEARTAB
CONNECTION NEAR SIDE
�]" JOIST SEATS W/
HSSIXaX9Hfi(LSV)
NBEWEEN
C.8
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NOTE'
FOR INFORMATION NOT
SHOWN,3/5-401
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STEELBEPM,
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3 SECTION (
SCALE: 3l4" = 1'-0"
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ROOF STEP
NOTE:
FRAMING FOR FIXED LINTEL REQ'D PER 3/5-401 NOT SHOWN FOR CLARITV,
CONTRACTOR TO COORD FIXED LINTEL FRAMING WI CANOPV
3B"THROUGHPLATE �
WELDED TO HSS VERT
ERECTIONBOLTS.ASREp'D— .._
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TOCANOPVFRAMING--- ...
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CONNECTION BV �' g
MANUFACTURER
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5'-0" MAX
PL 1/2"x10"�9'a0" GALV EA END —' ��
@ EA HSS OUTRIGGER
HSSBXBX3/B GALV � EACH CANOPV �
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COORDINATELOCATIONS WITH
CANOPVMANUFACTURER
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EOD
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1 SECTION AT OVERHANG
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SEE PLAN
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� CITY CENTER DR
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� WB DEVELOPMENT
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j FREEWAY, SUITE 330
N IRVING, TX 75062
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TITLE
STEEL FRAMING
SECTIONS AND
DETAILS
SHEETNUMBER
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