HomeMy WebLinkAbout(08) S2-4051 1 2 1 3 1 4 1 5 1 6 1 7 1 6 1 9
f:
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
'"1
DATE: 10/31/19
CENTERLINE OF PERIMETER
BEAM OR FACE OF WALL
ADDITIONAL W12 PARALLEL TO —
DECK SPAN, TYP.
ADDITIONAL W10xl2
PERPENDICULAR TO DECK,
TYP.
of
U�
W12x14
E
0: r
WW
b
J.
W 12x14
#4x4'-0" EACH SIDE OF OPENING 1'-10'
(2"CLEAR) TYP. s,AV rID
#4 x 4'-0" EACH SIDE OF
OPENING (2" CLR.), TYP.
#4 x 4'-W EACH SIDE OF OPENING
(2"CLR.) BELOW BARS
PERPENDICULAR TO FLUTES, TYP.
CENTERLINE OF BEAMS
BELOW
SECTION
SCALE: 3W = 1'-0"
- STEEL DECK
SPAN DIRECTION
Z-0"TYP.
AX. CLR. EACH WAY
tl4x4'-0 EACH SIDE OF
OP ENI I G (2" CLEAR) TYP.
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W12x14 i
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I I
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W 12X14 11 1 IW X
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MAX. CLR. I I m �
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IW10x12 �•
i W12x14— _--
I
I
1'-10"
iMAX. CLR. GREATER THAN
1'-10"
L2x2xl/4x3'-4" BELOW DECK CEN
CLEAR): ATTACH W/ 1 1/2" FILLE
I DECK FLUTE, TYPICAL PROVIDE
OPENINGS ARE FARTHER THAN
! CENTERLINES.
L6x4x3/8 LLV EACH SIDE OF OPENING (3) CLEAR)
W/ CONNECTION AT WALL PER DETAIL Ei/S2-401
CENTERLINE OF PERIMETER BEAM OR
FACE OF WALL
FOR ROUND OR SQUARE OPENING
12" (SIDE OR DIAMETER) AND LESS
STEEL DECK
SPAN DIRECTION
0
#4x4'-0" EACH SIDE OF
OPENING (2" CLEAR) TYP.
ON OPENING (3"
S AT EACH PASSING
ACE WHERE
ROM BEAM
ADDITIONAL W12x14 W/
CONNECTION PER DETAIL
E1/S2401
NOTES
111 ALL OPENINGS MUST BE CUT IN THE DECK AFTER CONCRETE HAS BEEN PLACED AND ALLOWED TO CURE FOR AT LEAST 7 DAYS.
PRIOR TO PLACING CONCRETE, ALL OPENINGS MUST BE BLOCKED OUT WITH THE METAL DECK INTACT AND CONTINUOUS BELOW
OPENING LOCATIONS.
121 SINGLE ROUND PENETRATIONS; 41NCHES IN DIAMETER AND LESS THAT CAN BE LOCATED WITHIN THE DECK FLUTES WITHOUT
CUTTING WEBS; DO NOT REQUIRE ADDITIONAL REINFORCING OR SUPPLEMENTARY STEEL.
131 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 W12xl4 BEAMS BETWEEN
MAIN FRAMING BEAMS (PARALLEL TO DECK SPAN) WITH W10xl2 BEAMS EACH SIDE OF THE OPENINGS SHALL BE PROVIDED
REGARDLESS OF THE OPENING SIZE.
141 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.
151 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.
161 CONTRACTOR SHALL SHORE DECKAS 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.
I Ua I W10x12
Z ' <� I W12x14
_ I Imo_-_-_ _-_-_-__
r
rc
W10xl2
Ww I W10x12 I0111�
II --
�I�I
U' I W12xl4 I '
M m l I 1tt WIN14
b Ka w nI I Iti
16x4
U w (SEE
a @, FT
! ABOVE)
5/16" BENT PLATE SLAB EDGE PER
DETAIL Ei/S2-401; PROVIDE 4" WIDE
BOTTOM LEG AND #4 BARS AT 18" O.C.,
TYP.
W12x14
OPENING
CENTERLINE OF PERIMETER BEAM OR
FACE OF WALL
GREATER GREATER T
rHAN 1'-6" 1'-10"
b�
FOR ROUND OR SQUARE OPENING
GREATER THAN 12" AND LESS THAN 40"
CENTERLINE OF BEAMS BELOW
W12x14EACHSIDE W/CONNECTIONTO
WALL PER DETAIL Ei/S2-401
\ALA
WOOLG EUT
MCNITECTNE IENOINEEIINOIOEOVATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
DESM"M
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
FRAMING DETAILS
S2=405