HomeMy WebLinkAboutS420-TYPICAL-COMPOSITE-SLAB-DETAILS-Rev.0B
TYP. 314" DIA. x 3 ill"
STUD
COMPOSITE
STL BEAM
REF.PLAN -
SINGLE ROW PLACEMENT
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TYP. 314" CIA. x 3 12"
STUD
COMPOSITE
STL BEAM
REF.PLAN -
DOUBLE ROW PLACEMENT
1. WHERE POSSIBLE, PLACE STUDS ALONG BEAM IN A SINGLE
ROW. EQUALLY SPACE STUDS WITHIN ZONE SHOWN ON PLAN
AND DETAILS.
2. WHERE TANDEM STUDS ARE REQUIRED TO OBTAIN TOTAL
NUMBER OF STUDS ALONG LENGTHS OF BEAM. PLACE STUDS
IN PAIRS AS SHOWN IN DETAILS. SPACE TANDEM STUDS
EQUALLY ALONG THE LENGTH OF BEAM REQUIRING TANDEM
STUDS.
3. MAXIMUM STUD SPACING SHALL BE 24 INCHES. PROVIDE
ADDITIONAL STUDS AS REQUIRED.
4. PLACE STUDS NO CLOSER THAN 41M INCHES ON CENTER
ALONG LENGTH OF BEAMS PARALLEL TO DECK.
TYPICAL COMPOSITE STUD DETAIL
3/4" —1 0
COMPOSITE
METAL DECK
2-#4 EACH SIDE OF OPENING
PLACE IN FIRST VALLEY.
3/4" CLEAR FROM BOTTOM
EQUAL EQUAL
#4 CONT.
CONSTR. JOINT SUPPORT
WHERE NEEDED ^ BARS
#4 x4'-0" J
STL. BEAM @ 18" O.C.
REF.PLAN @CONSTR. JOINT
NOTES:
CONFIRM WITH STRUCTURAL ENGINEER
FOR THE LIMITS OF DESIRED POUR AREA.
DECKING PERPENDICULAR TO BEAM
DETAIL A
REINF.
REF.PLAN
COMPOSITE DECK
PER PLAN NOTES
STL. BEAM
REF.PLAN
ADDITIONAL #3 x T-0"
@ 24" O.C. CENTERED
ON THE BEAM #4 CONT.
SUPPORTBARS
rSUPPORT
STL. BEAM CHAIRS
REF. PLAN AS NEEDED
ADDITIONAL #3 x T-0"
@ 24" O.C. CENTERED
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DECKING PARALLEL TO BEAM WHERE DECKING CHANGES DIRECTION AT BEAM
DETAIL B DETAIL C
TYPICAL COMPOSITE SLAB DETAILS AND REINFORCING
3/4" -1'-T
2'-6" MIN.
2"..� TYP')
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INTERMEDIATE SUPPORTS
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PUDDLE WELDS @ 12" O.C.
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SIDELAPS:
INTERMEDIATE
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BUTTON PUNCH@
SUPPORT
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24" Q.C.
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END PUDDLES:
INTERMEDIATE
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PUDDLE WELDS
SUPPORT
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@ 12" O.C.
PUDDLE WELDS @
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18" O.C. @ PERIMETER
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SUPPORT
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SUPPORT
PERIMETER
SUPPORT
COMPOSITE DECK
1. DECK SHALL HAVE A MINIMUM OF 2" BEARING AT ALL SUPPORTING MEMBERS
PERPENDICULAR TO DECK SPAN AND 1 1/2" AT ALL MEMBERS PARALLEL TO
DECK SPAN.
2. PUDDLE WELDS SHALL BE 618" DIAMETER EFFECTIVE FUSION WELDS.
ELECTRODES SHALL BE E60 OR E70.
3. SHEAR STUDS WELDED THROUGH THE COMPOSITE DECK, WITH A MINIMUM
CLEARANCE OF 1" FROM EDGE OF DECK TO STUD CENTERLINE, MAY BE
SUSTITUTED ONE FOR ONE FORDECK WELDS. SHEAR STUDS SHALL BE
RESISTANCE WELDED THRU DECK.
DECK ATTACHMENT
MIN
CENTERLINE O BEAMS
REF. PLAN
BLOCKOUT OPENING BEFORE
PLACING CONCRETE FILL.
DO NOT CUT DECK UNTIL
CONCRETE FILL HAS GAINED
FULL STRENGTH
2-#4 EACH SIDE OF OPENING
3/4" CLEAR OF DECK
COLUMN
PROVIDE L3x3x3/16
OPENING 1l4" BENT PL. 81? L WHEN
"A" IS GREATER
I , 3"
AROUND OPENING a' THAN
4 SLAB COMP. FLOg.
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REF. PLAN 4x6x5ll6 \
T/SLAB EL.=
REF. PLAN
NOTES:
1. PROVIDE FRAMING IN ACCORDANCE WITH THE DETAILS INDICATED
IN THE TYPICAL LARGE OPENING IN COMPOSITE SLAB.
2. WHEN BAR EXTENSIONS IS LIMITED, EXTEND AS FAR AS POSSIBLE
AND TERMINATE WITH STANDARD HOOK.
3. DETAIL IS TYPICAL FOR ALL OPENINGS UNLESS NOTED
OTHERWISE ON PLAN.
4. CONTRACTOR SHALL COORDINATE EXACT SIZE AND LOCATION OF
OPENING WITH APPLICABLE DISCIPLINE(S).
TYPICAL SMALL OPENING IN COMPOSITE SLAB
(UNFRAMED)
TYPICAL SECTION
314"=1W
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 06/07/19
STL. BEAM
RER PLAN
ANGLEFRAME
L6x6x3/8
MAXIMUM 10'-0" BEAM SPACING
PER FRAMING PLAN
COMPOSITE FLOOR OPENING
TYPICAL SECTION
3/4' = 1' 0"
STL. BEAM y16
REF. PLAN
SECTION
314" = 1'-0"
METAL DECK SUPPORT AT COLUMN
i No. PEE6666426
nun•
02@fi@019
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ISSUE FOR BID &
PERMIT
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No
Revision
Late
Project Number'.
3018082
Date'.
02/26/2019
Shee[ Thle and Number'.
HART GAUGLER + ASSOCIATES
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TYPICAL COMPOSITE SLAB
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DETAILS