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NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45' MITER BENT PLATE AND PROVIDE
ALL AROUND 3116" FILLET WELD (TYP.)
BRICK -SEEARCH.
FLOOR SLAB I
3/4" DIP.. z 4'-0" DBA's AT 2-0' O.C. CONT. 1l4" BENT PLATE
#4 x CONT. CHAIR BAR
STEEL BEAM
SEE PLAN
JOIST BEYOND PER PLAN J
L4z4z5/i6z1'-X LONG @ 48" O.C.
W/ (4) DE WALT MINI -UNDERCUT+
ANCHORS AND 318" THREADED ROD
@ 4" O.C. INSTALL AND INSPECT
ANCHORS PER ICC-ES ESR-3912.
L4x4x5/i6 AT 48" O.C. (TYP.)
TYP.
1M
L4x4x5/16 AT 48" O.C. (TYP.)
TYP.
SECTION
SCALE'. i"=1'-0"
I
FLOOR SLAB PER PLAN
3/4' DIA z 5-0' DBA's AT 2'-0' O.C.
#4 x CONT. CHAIR BAR
STEEL BEAM
SEE PLAN
SECTION
WE BEAM
SEE PLAN
WE BEAM
SEE PLAN
NOTE:
AT CORNERS OF FLOOR SLAB EDGE,
MITER BENT PLATE 45' AND PROVIDE
ALL AROUND 3116" FILLET WELD (TYP.)
SEE PLAN 4'
STEEL BEAM ..
SEE PLAN
3/8" FULL DEPTH STIFF. PLATE
EACH SIDE OF WEB
(4) 3/4" DIA. A325N
BOLTS EACH SIDE OF
2' 1 1 2" COLUMN(TYPJ
I I I
I I
HSSORWFCOLUMN
I SEE PLAN
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations OVER COLUMN
NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45' MITER BENT PLATE AND PROVIDE
ALL AROUND 3116^ FILLET WELD (TYP.)
314" DIA x 5'-0" DBA's AT 2'-0" O.C.
FLOOR SLAB
#4 x CONT. CHAIR BAR
UNDERCUT ANCHORS, SEE
DETAIL El THIS SHEET
TYP.
3'16 3
C6z8.2 HORIZ. HANGER
AT 48" O.C. (TYP.)
ANGLE, SEE DETAIL
E1 THIS SHEET
38" FULL DEPTH STIFF.
PLATE AT EACH C6
HANGER
JOIST BEYOND PER PLAN
C6z8.2 VERTICAL HANGER AT
48" O.C. (TYP.)
TYP.
�TYP.
CONT. L-6X6X7/8 GALV.
TYP. ANGLE
3/16 3-12 TOBENTPL
CONT. L6z4z5116 (LLH)
BRICK LEDGE
T/BRICK LEDGE
FIRST COURSE ABOVE T/SLAB
CONT. 114' BENT PLATE
TYP. BENTPL
3/16 3-12 TO BEAM
`BRICK FACADE - SEE ARCH.
0 \
LOOSE LINTEL OVER OPENING
TYP.
STEEL BEAM
SEE PLAN
L4x4x51i6 AT -
48' O.C. (TYP.)
NOTE:
PROVIDE 318" STIFFENER PLATES AS
REQUIRED WITH ALL AROUND 3/16"
FILLET WELD (TYP.)
SECTION
POST BASEPLATE 3/4"z81/2'z1'-2' W/
(4) 3/4" DIA. BOLTS AT BEAM GAGE
ah SECOND FLOOR J
SECTION
C6x$.2 @
48" .D.
NOTE:
INSTALL POST CONNECTION PRIOR
TO CONCRETE FLOOR SLAB
PLACING.
HES POST REF. PLANS
FOR SIZE AND LOCATION
FLOOR SLAB PER PLAN
STEEL BEAM PER PLAN
BRICK-SEEARCH.
�TYP
3/16� 312
J� SECOND FLOOR
I PER PLAN
— CONT. 1/4" BENT PLATE
CI AT 48" O.C. (TYP.)
NOW
TYP.
S16
- CONT. L-6X6X7/8 GALV.
SEE ARCH. DWGS.
FOR SOFFIT REQUIREMENTS
BRICK - SEE ARCH.
CONT. 114" BENT PLATE
TYP.
/4
TVP.
/4
CONT. L-SXSX112
SECTION
SEE PLAN 101
NOTE:
I AT CORNERS OF FLOOR SLAB EDGE,
MITER BENT PLATE 450AND PROVIDE
ALL AROUND 3116" FILLET WEI D (TYP.)
FLOOR SLAB
3/4" DIA. z 8AT T-2-70���
it4 CO � CONT.T. C CHAIR BAR
STEELBEAM -
STEEL BEAM ` SEE PLAN
SEEP AN `
\ C6z82 @
` 4a^ O.C.
(TYP.)
L4z4z3/8 AT EACH
HANGER (TYP
TVP.
1/4
L4z4z5/16 VERTICAL HANGER
AT 4T O.C. (TYP.)
SECTION
JIiMLt: T = T-V
BRICK -SEEARCH. —...
CONT. 1/4" BENT PLATE
TYP.
3/i6 312
C6z8.2HANGERSAT
48' O.C. (TYP.)
TVP.
I
nv
NOTE:
45 CORNERS T FLOORPLATE
AND B OPENING -
AL MITER BENT PLATE AND PROVIDE
ALL AROUND 3116' FILLET WELD (TYP)
FLOOR SLAB
318" DIA. x 3-0" BEAR AT 2-0" O.C.
44 z CONT. CHAIR BAR
CONT. L6X6X7S GALV
SECTION
JLHLt: T = I-V
1P-679' NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45' MITER BENT PLATE AND PROVIDE
6' 12191 ALL AROUND 3116" FILLET WELD (TYP.)
FLOOR SLAB
���-' S O.C.
#4 z CONT CHAIR BAR
STEEL BEAM
SEE PLAN
j— ANGLE, SEE DETAIL
E1 THIS SHEET
JOIST BEYOND PER
PLAN
BEAM PER PLAN
L4x4z5116 AT 48" O.C. 318" FULL DEPTH STIFFENER
MAX (TYP.)
BEAM PER PLAN
No' STIFF. PLATE
EA. SIDE OF BEAM
(TYP.)
— WE BEAM
SEE PLAN
L4z4z5116 AT 48"QC.
(TYP)
UNDERCUT ANCHORS, SEE
DETAIL E1 THIS SHEET
NOW
i ��TYP-
CONT. 1/4" BENT PLATE
BRICK FACADE - SEE ARCH.
TVP.
3116 312
3'8" FULL PLATE AT
EACH ANGLE HANGER
TYP.
Y16
CONT. L6X4X5/16 GALV.
rr� TVP.
JOIST SEE PLAN
L-0x4z5'i6 VERTICAL HANGER
AT 48" O.C. (TYP)
SECTION
TYR
1/4" BENT PLATE
VUI
01
TYP.
O 3116
L3-1/2x2-1/2x5116(LLH).
J CENTER VERTICAL LEG ON
PARALLEL BEAM WEB.
1
L4x4x5/i6
NOTES
1. REF. DETAIL Ei/S2403 AND E3/S2403
FOR INFORMATION NOT SHOWN.
2. ALIGN ANGLE BRACE PARALLEL WITH
BEAM UNDER WOOD FRAME WALL
ABOVE.
\sI
WOOLPE PT
R RCNIT EO MR E IENOI N Dow NOj 0E05 PR9 AL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Q Issuances:
REV
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DAM
0
Issued For Building 2 Review
10/05118
1
Issued For Building Permit
05/01/19
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
FRAMING DETAILS
of State and Local Codes
City of Carmel
DATE: 10/31/19
6cA_t: T-=T-u
6UA_t: T-=T-V
S2=403