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R
WEB DOUBLER PLATE
SET EDGE OF PLATE AT END OF FILLET
FLOOR SLAB PER PLAN
B/ DECK
ELEV: SEE PLAN
i
STEEL BEAM PER PLAN; SEE DETAIL
Ei/S3401 FOR CONNECTION
1/2"THICK WEB DOUBLER PLATE
(A572, GR. 50)
MOMENT FRAME COLUMN PER PLAN
SECTION
0
P
TOPAND
BOTTOM
CJP
5/16
- PL1"x12" (A572, GR. 60) WITH (8) 1" DIA.
A49OX BOLTS AT SPACING SHOWN
MOMENT FRAME
BEAM PER PLAN
NOTE:
METAL DECK SUPPLIER TO PROVIDE COLUMN CLOSURES
TO ALLOW PLACEMENT OF CONCRETE WITHIN THE
PERIMETER OF THE WE COLUMNS.
SHALL: l'=l'-U'
I
TYP.
1/4 4-12 VARIES
FLOOR SLAB
3/4" DIA. x 4'-O" DBA's AT 2'-0" O.C. I I
#4 x CONT. CHAIR BAR I
CONT. 1/4" BENT PLATE
MATCH ARCH. RADIUS
WE BEAM SEE ARCH. DWGS. FOR
SEE PLAN It" FACADE REQUIREMENTS
3/8" FULL DEPTH STIFF.
PLATE EACH SIDE OF
WEB
(2) 3/4" DIA. A325N
W F BEAM BOLTS EACH SIDE OF
SEE PLAN 2^ 2" COLUMN (TYP.)
III
III
HSS COLUMN
SEE PLAN
BEAM OVER COLUMN
SCAIF1^e1lO^
19.6
SHIM PL. THICKNESS
AS REQ'D FOR FULL
BEARING.
STEEL BEAM
SEE PLAN
SHEAR
CONNECTION
PER TYP. DETAIL
SECTION
AM BEYOND
-AN
ILL DEPTH STIFF.
EACH SIDE OF
(2) 3/4" DIA. A325N
BOLTS EACH SIDE OF
COLUMN (TYP.)
3COLUMN
= PLAN
BEAM OVER COLUMN
SCAIF' 1^e1lO^
ADDITIONAL BOND BEAM ABOVE POCKET W/(2) #4x5'4"
P.T. 2x6 SPF STUD I
PLATE W/ 5/8" DIA. 1
BEAM POCKET FILL WITH NON -SHRINK GROUT ANCHOR BOLTS AT
AFTER BEAM HAS BEEN PLACED
ROOF ELEVATI
ELEVATORAN
PLATE 5/8x5 1/2x1'-0" W/ (2) #5 x V-9" A706 PIff ARCH.
DEFORMED BAR ANCHORS AT 8" O.C. AND (2) 3/4" DIA. A325N BOLTS AT STD.
BEAM GAGE. TACK WELD TO UNDER SIDE OF PLATE
2x FRAMING TO MATCI
RAFTERS; FULL PERIM
ELEVATOR MASONRY N
PER PLAN
TYP.
1/4 4
2 3/4"
PANEL EDGE NAILING
z
I
STEEL BEAM PER PLAN
`
ROOF SHEATHING PER PLAN
IN
NON -SHRINK GROUT BELOW BEARING PLATE TO ACHIEVE
BEAM ELEVATION (2" MAX. THICKNESS)
ROOF
SEE PLAN
PARTIAL BLOCK BELOW BEAM
BEARING W/(2)</4x5'4"
ADDITIONAL BOND BEAM W/
(2) #4xF4" P.T. 2x8 LEDGER W
DIA. x 5" EMBED AC
ADDITIONAL #5 VERTICAL BAR ANCHORS AT 24" C
(FULL HEIGHT) EACH SIDE OF
BEAM POCKET
RELEASED FOR CONSTRUCTION 3 N
Subject to compliance with all regulations
of State and Local Codes
City of Camel
',"19 -
DATE: 10/31/19
SECTION
SCALE : 1" - l'-0"
POST PER PLAN
PROVIDE C10x15.3
AT EACH (POST)
SEE PLAN FOR
LOCATIONS
FLOOR SLAB
FFF P AN
REF. DETAIL At / S3402 FULL
BLOCKOUT W/ NON -SHRINK GROUT
AFTERINSTALL
STEEL BEAM
SEE PLAN
qFF PI AN
NOTE:
ALL DIMENSIONS FOR HOIST BEAMS SHALL BE
VERIFIED WITH THE ELEVATOR MANUFACTURER
PRIOR TO SUBMITTING STEEL SHOP DRAWINGS.
IEATHING PER PLAN; MATCH MAIN ROOF
N A35 CLIPS AT 32" O.C.
RING PER PLAN
X6 SPF -STUD DOUBLE TOP PLATE
74,E
WOOLG ERT
MCNITECTNE IENDINEWINDmDECWATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
IT DEswemx -F—MM-1
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
FRAMING DETAILS