HomeMy WebLinkAbout(08) S3-401it
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FACE OF SUPPORT STEEL
SHEAR PLATE PER SCHEDULE.
SEE TABLE FOR. SIZES 8 BOLT
1 1/2" QUANTITY REQD
3"
1
o
12"
SECTION
SCALE : 1' = 1'-0'
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RELEASED FOR CONSTRUCTION
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Subject to compliance with all regulations
_
at State and Local Codes
City of Cannel
•
DATE: 10/31/19
SUPPORTED BEAM SIZE
PLATE THICKNESS
WELD SIZE
NO. OF BOLTS
WB
1Pr
1/4'
(2)-3/4"DIA.
W10ORC10
W120RC12
1/r
39"
1/4'
1/4"
(2)-3/r DIA.
(3)-3/4"DIA
W14
3/8"
5/16"
(3)-3/4" DIA
W16
3/8'
5/16"
(4)-3/4" DIA.
W18
318"
5/16"
(5)-3/4"DIA
W21 OR W24
1/2"
5/16"
(6)-3/4"DIA
W27
1/2'
5(16"
(7)-3le DIA
W30
1/2'
3/8'
(8) -3/4" DIA
W33
1/2"
3/8"
(9)-3/4"DIA
W36
1/2'
3/8"
(10)-3/4" DIA.
NOTES
1. ALL BOLTS TO BE ASTM A325 N. UNLESS OTHERWISE NOTED
2. ALL WELDS EACH SIDE WITH E70M ELECTRODES. DO NOT RETURN
WELDS.
3. PROVIDE HORIZONTAL SHORT SLOTTED HOLES IN SHEAR PLATE
UNLESS OTHERWISE NOTED ON SHEET S3-102.
PLATE 3/8"FULL DEPTH
O
STIFFENER
I 0
I 0
3 SIDES
TYPICAL 3/16
SECTION
E4SCALE: 1'=1'-0'
IN
STEEL BEAM
STEEL BEAM
SEE DETAILFOR CONNECTION
STEEL BEAM
STEEL BEAM
SEEDETAIL -/---
FOR CONNECTION
LENGTH
REINF.
0'-41/2"
NO DENS REQD
41/2--8"
30"O.C.
8' -12'
18" O.C.
F�
CENTERLINE
BEAM
3" O.C.
(U.N.O.)
FLOOR SLAB
DIAPHRAGM REINF. SEE PLAN.
PROVIDE (2) #4 x CONT. 3'-0"
PAST EDGE OF OPENING
WHERE NO BARS ARE
INDICATED.
2' MIN.
916" BENT PLATE x
#4 x CONT. CHAIR BAR
CONT.
3/16
4-12
2" MIN.
1'-6-
3/16
4-12
STEEL
#4 DBA's AT SPACING
BEAM
SHOWN PER SCHEDULE
NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45'MITER BENT PLATE AND PROVIDE
ALL AROUND 3/16" FILLET WELD (TYP.)
DECK PANEL TO SUPPORT
FLOOR SLAB EDGE AT STEEL BEAM
SECTION
SCALE : 1' = 1'-0
\1/
WOOLG ERT
MCNITECTNEI NOINEMINOIOEOVATIAL
76351nteractive By
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
T� DescmenoN T aami
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
FRAMING DETAILS
S3=401