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CENTERLINE OF PERIMETER
BEAM OR FACE OF WALL
ADDITIONAL WI2 PARALLEL TO
DECK SPAN, TYP.
ADDITIONAL W10x12
PERPENDICULAR TO DECK
TYP.
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1' -10"
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1'-10"
— #4x4'-0" EACH SIDE OF
OPENING (2" CLEAR) TYP.
L2x2xl/4x3'-4" BELOW DECK CENTER41)
ON OPENING (3"
#4 x 4'-0" EACH SIDE OF
OPENING (2" CLR.), TYP.
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CLEAR): ATTACH W/ 1 1/2" FILLET W
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OPENINGS ARE FARTHER THAN V-101
DS AT EACH PASSING
FACE WHERE
FROM BEAM
CENTERLINES.
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#4 x 4'-0" EACH SIDE OF OPENING
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(2" CLR.) BELOW BARS
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ADDITIONAL W12x14 W/
CONNECTION PER DETAIL
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CENTERLINE OF BEAMS
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L6x4x3/3 LLV EACH SIDE OF OPENING (3) CLEAR)
W/ CONNECTION AT WALL PER DETAIL ElM-401
CENTERLINE OF PERIMETER BEAM OR
FACE OF WALL
FOR ROUND OR SQUARE OPENING
12" (SIDE OR DIAMETER) AND LESS
5/16" BENT PLATE SLAB EDGE
DETAIL A4/S3-401; PROVIDE 4'
BOTTOM LEG AND #4 BARS A-
TYP.
PDlli3
1. ALL OPENINGS MUST BE CUT IN THE DECK AFTER CONCRETE HAS BEEN PLACED AND ALLOWED TO CURE FOR AT LEAST
DAYS. PRIOR TO PLACING CONCRETE, ALL OPENINGS MUST BE BLOCKED OUT WITH THE METAL DECK INTACT AND
CONTINUOUS BELOW OPENING LOCATIONS.
2. SINGLE ROUND PENETRATIONS; 4INCHES IN DIAMETER AND LESS THAT CAN BE LOCATED WITHIN THE DECK FLUTES WITHOUT
CUTTING WEBS; DO NOT REQUIRE ADDITIONAL REINFORCING OR SUPPLEMENTARY STEEL.
3. FOR 12" AND SMALLER SIDE OR DIAMETERS; MULTIPLE OPENINGS IN THE SAME BAY CANNOT BE ALIGNED PARALLEL TO THE
DECK SPAN SUCH THAT THE OPENING REMOVES DECK FLUTES COMMON TO BOTH OPENINGS. IF THIS CONDITION IS
ESTABLISHED IN THE FIELD; MECHANICAL ENGINEER SHALL BE CONSULTED TO DETERMINE IF THE PENETRATION CAN BE
MOVED TO AN ADJACENT DECK AREA. IF THE OPENINGS CANNOT BE MOVED; SUPPLEMENTARY FRAMING AS TYPICALLY
INDICATED WITH W12x14 BEAMS BETWEEN MAIN FRAMING BEAMS (PARALLEL TO DECK SPAN) WITH W10x12 BEAMS EACH SIDE
OF THE OPENINGS SHALL BE PROVIDED REGARDLESS OF THE OPENING SIZE.
4. ADDITIONAL REINFORCING BARS INDICATED AROUND THE OPENING SHALL BE SUPPORTED SO THEYARE PLACED AT TOPPING
MID -DEPTH, 1" CLEAR FROM TOP SURFACE. FOR OVERLAPPING BARS, THOSE RUNNING PERPENDICULAR TO DECK SPAN
SHALL BE PLACED ON TOP WITH THE PARALLEL DECK SPAN BARS PLACED TO RUN BELOW.
5. CONTRACTOR SHALL COORDINATE OPENING LOCATIONS AND DIMENSION REQUIREMENTS WITH MECHANICAL. ELECTRICAL,
PLUMBING AND FIRE PROTECTION DRAWINGS INCLUDING INSULATION AND FIRE -SAFETY REQUIREMENTS THAT MAY OCCUR
AROUND OPENINGS.
6. CONTRACTOR SHALL SHORE DECK AS REQUIRED TO SUPPORT CONSTRUCTION LOADS DURING CONCRETE PLACEMENT
OPERATIONS. SUPPORT CONDITIONS INDICATED ASSUME A MINIMUM 2-SPAN DECK LAY-UP IN THE FRAMING BAYS ADJACENT
TO OPENINGS; CONTRACTOR SHALL REVIEW THE DECK SHOP DRAWINGS AND AS -INSTALLED DECK LAYOUT TO IDENTIFY
SINGLE SPAN DECK AND UNSUPPORTED CANTILEVERED DECK CONDITIONS THAT WILL REQUIRE SHORING PRIOR TO
CONCRETE PLACING.
FACE OF WALL
FOR ROUND OR SQUARE OPENING
GREATER THAN 12" AND LESS THAN 40"
CENTERLINE OF BEAMS BELOW
3CTION TO
74,E
WOOLG ERT
MCNITEMMIENGINEw11NCmCECWiTIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
oEsM"M
Prom. No.: 074904
Date: 10/12/18
Sheet Name:
FRAMING DETAILS
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cannel
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DATE: 10/31/19
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