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R
HALF DEPTH
CONTINUITY PLATE,
TYPICAL
FLOOR SLAB PER PLAN �
B/ DECK
ELEV: SEE PLAN
STEEL BEAM PER PLAN; SEE
DETAIL Ei/S2401 FOR
CONNECTION (SHEAR PLATE
TYPE MUST BE USED)
PLATE 318" CONTINUITY STIFFENER
PLATES EACH SIDE OF COLUMN
WEB, ALIGNED WITH BEAM
FLANGES TOP AND BOTTOM
MOMENTFRAME —
COLUMN PER PLAN
SECTION
1/4 IL 4
c
1"RADIUS, TYPICAL
BOTTOM
PL1-1/2"xl2" (A572, GR. 50) W ITH
(8) 1" DIA. A49ON BOLTS AT
SPACING SHOWN
MOMENTFRAME
BEAM PER PLAN
BRICK -SEE ARCH. --
CONT. 1/4" BENT PLATE
TYP.
3Hfi 3-12
TYR
SECTION
SCALE 1"-1 0"
I
I I
6' T-5'
W12x26(TYP.)
6'
L4x4x5116 (TYP.)
GALV. L-6x4x3/8
(LLH) (TYR)
NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
450 MITER BENT PLATE AND PROVIDE
ALL AROUND 3/16" FILLET WELD (TYP.)
FLOOR SLAB
314" DIA. x 5'-0" DBA's AT 12" O.C.
� #4 x CONT. CHAIR BAR
318" STIFF. PLATES AT
W12 BEAM LOCATIONS
STEELBEAM
SEE PLAN
WF BEAM BEYOND
SEE PLAN (TYP.)
(BRICK FACADE) INSTALL BENT PLATE
8"x5"x3/8" (LLV). ATTACH TO EACH WALL
STUD WITH (6) 1W DIA. SIDS STRONG -
DRIVE SCREWS.
(EFTS FACADE) INSTALL L-5x5x3/8 ATTACH
TO EACH WALL STUD WITH (4) 1/4" DIA.
BIDS STRONG -DRIVE SCREWS. (TYP.)
FRP PLATFORM AND HANDRAIL
SEE ARCH. DRAWINGS FOR
ADDITIONAL INFORMATION.
<F> 1
MC8 PER PLAN
i/4 3-12
TYP.
4) 3-12
BRICK FACADE -SEE ARCH. -
ADDITIONAL BOND BEAM ABOVE POCKET W/(2) #4xS-4"
ROOF SHEATHING PER PLAN; MATCH MAIN ROOF
BEAM POCKET FILL W/NON-SHRINK GROUT AFTER BEAM HAS BEEN SIMPSON A35 CLIPS AT 32" O.C.
PLACED
PSA35 P.T. 2x6 SPF -STUD DOUBLE TOP PLATE
CLIPSAT
CLIPS AT EACH
P.T. SPF STUD DOUBLE TOP RAFTER.
PLATE W/ 5/8" DIA. x 6" EMBED 2x FRAMING PER PLAN
ANCHOR
R BOLTS AT 32"O.C. SIMPATE CLIP
EACH
CLIP ACH
RAFTER
ER
LATE 5/8x5 12xl'Om All (2) 45 x V-9" A706
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 MATCH
RAFTERS; FULL PERIMETER
ELEVATOR MASONRY WALL
PER PLAN
2 3/4"
PANEL EDGE NAILING
STEEL BEAM PER PLAN ROOF SHEATHING PER PLAN
e 3 NON -SHRINK GROUT BELOW BEARING PLATE TO ACHIEVE
BEAM ELEVATION (2" MAX. THICKNESS)
FIFTH FLOOR ROOF
SEE PLAN
PARTIAL BLOCK BELOW BEAM
BEARING W/(2)#4x5'-4" 11LSEE PLAN SEE RAN
P.T. 2x8 LEDGER W/ 518"
ADDITIONAL BOND BEAM W/ DIA. x 5" EMBED ADHESIVE
(2) #4x5'-4" ANCHORS AT 24" O.C.
ELEVATOR HOIST BEAM PER PLAN;
ADDI(FULL O HEIGHT)
VERTICAL BAR REF. DETAIL At/ NON -SHRINK
FULL
(FULL HEIGHT) EACH SIDE OF AFTER
I UT W/ NON -SHRINK GROUT
BEAM POCKET AFTER INSTALL
RELEASED FOR CONSTRUCTION 3N
Subject to compliance with all regulations
of State and Local Codes
City of Camel
',"1 -
DATE: 10/31/19
SECTION
SCALE : 1" = l'-0"
SECTION
SCALE 1"-1 0"
NOTE:
\Y/ MI ER BEN PLATE OF OOR SLAB4'ANDP EDGE,ID
MITER BENT PLATE 45° AND PROVIDE
ALL AROUND 3/16"FILLET WELD (TYP.)
EXTERIOR FACE OF LOAD BEARING WALL.
STUDS AT 12" O.C. (TYP. AT BALCONIES)
BENT PLATE, TYP.
FLOOR SLAB
�T 2'-0" O.C.
#4 x CONT. CHAIR BAR
STEEL BEAM
SEE PLAN
74ALi
WOOLG ERT
MCNITECTNE IENOINEEIINOjOEOVATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
T� oeswenax 7--mnmi
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
FRAMING DETAILS
S2=402