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R
— FACE OF SUPPORT STEEL
SHEAR PLATE PER SCHEDULE.
SEE TABLE FOR SIZES & BOLT
QUANTITY REED.
OI �al�
SECTION
SCALE : 1" = 1'-0'
UUNUKL I L DL
SEE PLAN
CENTERLINE 3(4" DIA. A325 BOLTS
ON STD. GAGE AT COLUMN FLANG
SHORT HORIZ. SLOTS
AT BEAM WEB TYP.
STEEL BEAM
W/DOUBLE T
CONNECTIOI
REF. DETAIL
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
',"1#,
DATE: 10/31/19
SUPPORTED BEAM SUE
PLATE THICKNESS
WELD SIZE
NO. OF BOLTS
W8
1/4"
1/4w
(2)--3/4w DIA
W10 OR C10
W12 OR C12
1/4w
T8"
1/4w
19"
(2)--3(4w DIA
(3)--3/4" DIA
W14
3fal
5/16'
(3)--3/4'DIA
W16
X8'
5116'
(4)--3(4-DIA
W18
3f8"
5/16"
(5)--3W DIA.
W21 OR W24
1/2w
5/16w
(6F-3/4w DIA
W27
1/2'
5/16"
(7)--3f4"DIA
W30
1/2"
3/8"
(8)--3/4"DIA
W36
1/2"
3/8"
(10)--3W DIA
NOTES:
1. ALL BOLTS TO BE ASTM A325 N. UNLESS OTHERWISE NOTED.
2. ALL WELDS EACH SIDE WITH ETOX ELECTRODES. DO NOT RETURN WELDS.
3. PROVIDE HORIZONTAL SHORT SLOTTED HOLES IN SHEAR PLATE.
l-
CENTERLINE 3W DIA. A325 BOLTS
& SHORT HORIZ. SLOTS
IN BEAM WEB TYP.
FINISH FLOOR
T/ STEEL
n
[n >
PLATE 3/8" FULL DEPTH
STIFFENER
3 SIDES
SECTION
CIF SCALE: 1'=1'_0"
CENTERLINE COLUMN
CENTERLINE BEAM
I
[0000
OOO
JAM
CENTERLINE 3/4" DIA.
=E PLAN
ERECTION BOLTS TYP.
L31/N31/Ns16xL+3"INS)
AND L3 1/2x3 1/2x5116xL (FS)`
L3 1/2x3 1/2(5116xL+3"(FS)
AND L3 1/2x3 1/2x5ll6xL (NS)'
VGE COLUMN
SECTION A -A
' EXCEPTAT W18 OR W16
CONNECTION TO COLUMN
NOTE:
WEBS USE ANGLE LENGTH =
NE BEAMS
NEAR FLANGE OF COLUMN
L FOR BOTH NS AND FS
NE 3/4" DIA. STUDS
AND BEAM NOT SHOWN FOR
CLARITY
111
TWO SIDED
CONNECTION
DIAPHRAGM REINF. SEE PLAN
PROVIDE (2) #4 x CONT. 3'-0"
PAST EDGE OF OPENING
WHERE NO BARS ARE
INDICATED.
5116" BENT PLATE x
CONT.
STEEL BEAM
STEEL BEAM
SEE DETAIL E1 I S2401
FOR CONNECTION
STEEL BEAM
STEEL BEAM
SEE DETAIL El I S2401
FOR CONNECTION
LENGTH
REINF. SPACING
0"-41/2"
NO DBA'S REQ'D
41/2w-8w
30. O.C.
8w-1T
15.O.C.
CENTERLINE
BEAM
SEE PLAN
12" MAX
2" " P - 6.
3/16 4 12 2" MIN !f MIN.
STEEL
3/16 4-12 BEAM
NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45° MITER BENT PLATE AND PROVIDE
ALL AROUND 3116" FILLET WELD (TYP.)
DECK PANEL TO SUPPORT
FLOOR SLAB EDGE AT STEEL BEAM
SECTION
aUA=: I =T-U'
FLOOR SLAB
#4 x CONT. CHAIR BAR
#4 DBA's AT SPACING
SHOWN PER SCHEDULE
DIAPHRAGM REINF. SEE #4 PLAN. PROVIDE (2) x
CONT. T-0" PAST EDGE
OF OPENING WHERE NO
BARS ARE INDICATED.
5116"BENT PLATE J
CONT.
412
r
412
NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45 DEG. MITER BENT PLATE AND PROVIDE
ALL AROUND 3116" FILLET WELD (TYP.)
SECTION
JUA= : l" = l'-U
FLOOR SLAB
#4 DBA's AT SPACING
MIN.
SHOWN PER SCHEDULE
ON DETAA4/ S2401
V-6w
STEEL
BEAM
DECK FLUTE CLOSURE BY
METAL DECK SUPPLIER
74,E
WOOLG EUT
MCHITEOUE IENDINEE INOjDEO PATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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.Issuances:
DESM"M
-F—MT
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
FRAMING DETAILS
S2=401