HomeMy WebLinkAbout(08) S3-4032 3 4 s 6 7 8 9
f:
SEE ARCH.
SEE ARCH. NOTE: NOTE:
AT CORNERS OF FLOOR SLAB OPENING - AT CORNERS OF FLOOR SLAB OPENING -
SEE ARCH. 450 MITER BENT PLATE AND PROVIDE 45° MITER BENT PLATE AND PROVIDE
ALL AROUND 3/16" FILLET WE ILD (TYP.) ALL AROUND 3/16" FILLET WELD (TYP.)
TYP.
1/4 4-12
SEE ARCH.
FLOOR SLAB
FACADE -SEE ARCH. 3/8"DIA. SCREW 1/4 412 TVA.
W/ 2 1/2" EMBED. 3/4" DIA. x 4'-0" DBA's AT 2'-0" O.C.
\ @1'-0"O.C. CONT. 1/4" BENT PLATE #4 x CONT. CHAIR BAR
3/4" DIA. x 4'-0" DBA's AT 2'-0" O.C.
FLOOR SLAB #4 x CONT. CHAIR BAR
CONT. il4"BENT PLATE - FACADESEEARCH. STEEL BEAM
SEE PLAN
— STEEL BEAM
SEE PLAN
w
N
U
K
6
LOOSE LINTEL ANGLE,
SEE 53-001 FOR
SCHEDULE
SECTION
JLALG: I = I-V
FACADE -SEE ARCH.
CONT. 114" BENT PLATE
TYP.
3/16
SECTION
OUALL: 1-= I
NOTE:
AT DEMISING WALLS ONE WALL WILL
BE CONSIDERED THE SHEAR WALL. THE
SHEAR WALL W ILL BE CONTINUOUS
FROM THE SECOND FLOOR TO THE ROOF
LOAD BEARING SHEAR WALL
SEE PLANS
SEE SHEAR WALL SCHEDULE
AND DETAILS FOR SHEAR
FASTENER REQUIREMENTS
FIELD DRILL SLAB AND BEAM -
FLANGEFORANCHORRODPER
HOLD DOWN REQUIREMENTS
BEAM
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
\mI\GilJ
DATE: 10/31/19
LOOSE LINTEL ANGLE,
SEE S3-001 FOR
SCHEDULE
NOTE:
SEE ARCH. Y AT CORNERS T LATE AND
BOVIDE -
45° MITER BENT PLATE AND PROVIDE
ALL AROUND 3/16" FILLET WELD (TYP.)
SEE ARCH. 6"
3/8" DIA. SCREW
ANCHOR W/ 2 10
EMBED. @ l'-4" O.C.
3/4" DIA. x 5-0" DBA's AT 12" O.C.
FLOOR SLAB
LOOSE LINTEL ANGLE,
SEE S3-001 FOR
SCHEDULE
CENTERLINE OF LOAD BEARING
N� AND SHEAR WALLS PER PLAN
LOAD BEARING WALL PER PLAN
FLOOR SLAB
PER PLAN
#4 x CONT. CHAIR BAR
NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45° MITER BENT PLATE AND PROVIDE
ALL AROUND 3(16" FILLET WELD (TYP.)
TYP.
1/4 4-12
FLOOR SLAB
3/4" DIA. x 4'-0" DBA's AT 2'-0" O.C.
#4 x CONT. CHAIR BAR
SECTION
JLALL : T - T-V
STEEL BEAM
SEE PLAN
SECTION AT SLIDING GLASS DOORS
JIALL: I =I-V
NOTE
AT DEMISING WALLS ONE WALL WILL
1� — CENTERLINE OF LOAD BEARING
BE CONSIDERED THE SHEAR WALL. THE
AND SHEAR WALLS PER PLAN
SHEAR WALL W ILL BE CONTINUOUS
FROM THE SECOND FLOOR TO THE ROOF
5, 12'
+ICI
LOAD BEARING SHEAR WALL
SEE PLANS
LOAD BEARING WALL PER PLAN
SEE SHEAR WALL SCHEDULE -
AND DETAILS FOR HOLD DOWN
REQUIREMENTS
FLOOR SLAB PER PLAN
FIELD DRILL SLAB AND BEAM -
FLANGE FOR ANCHOR ROD PER
HOLD DOWN REQUIREMENTS
BEAM FLOOR JOIST -
SEE PLAN (TYP-) OR WE BEAM
SEE PLAN (TYP.)
z.a
NOTE:
I SEE ARCH.
AT CORNERS OF FLOOR SLAB OPENING -
45' MITER BENT PLATE AND PROVIDE SEE ARCH.
ALL AROUND 3116" FILLET W ELD (TYP.),
I
3/8" DA. SCRE
tANCHORW/2 2'
EMBED. @ V-41 O.C.
FLOOR SLAB
3/4" DIA. x 4'-0" DBA'sAT 2'-0" 0���
#4 x CONT. CHAIR
IR BAR
i
FLOOR JOIST PER PLAN
(TYP.)
STEEL BEAM
SEE PLAN
LOOSE UNTELANGLE, —
SEE S3-001 FOR
SCHEDULE
SECTION
dLHLG I= I -V
NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45' MITER BENT PLATE AND PROVIDE
ALL AROUND 3/16" FILLET W ELD (TYP.)
3/8"DA. SCREW -
FLOOR SLAB ANCHOR W/ 2112"
EMBED. @ 1'd" O.C.
3/4" DA. x 5'-0"
#4 x CONT. CHAIR
BA's AT 2'-0" O.C. BAR � �� 3H6
SECTION c SECTION
SCALE : V = 1'-0" C 6 SCALE : 1" = V-0"
N.1
NOTE:
AT CORNERS OF FLOOR SLAB OPENING -
45° MITER BENT PLATE AND PROVIDE
ALL AROUND 3/16" FILLET WELD (TYP.)
VARIES
/ SEE ARCH. WINDOW MULLION T
SEE ARCH. �I 1 1 6"
\\I I CONT. L4x4x5/16
II I
II I
3(4" DIA. x 5-0" DBA's AT 12" O.C.
I I I
I I I I I FLOOR SLABIL r
I #4 x CONT. CHAIR BAR
I I r
rr--
CONT. 1/4" BENT PLATE
I MATCH ARCH. RADIUS 411
_I I
ISEEARCH.QUIRE FOR
�FACADE REQUIREMENTSIIII FLOOR JOIST
T� OR BEAM
3/i6 PER PLAN
WFBEAM
PER PLANI
II I
II I
LL--J
L �
SECTION
JLALL : T - 111
-
FACADE - SEE ARCH.
CONT. 1/4" BENT PLATE
STEEL BEAM
SEE PLAN
LOOSE LINTEL ANGLE, -
SEE S3-001 FOR
SCHEDULE
NOTE:
AT CORNERS OF FLOOR SLAB OPENING - 45' MITER BENT
PLATE AND PROVIDE ALL AROUND 3116" FILLET WELD (TYP.)
3/8" DA. SCREW ANCHOR W/ 2 1/2'
EMBED. @ V-4" O.C.
T P.
1/4 4-02
FLOOR SLAB
3/4" DIA. x 4'-0" DBA's AT 2'-0" O.C.
#4 x CONT. CHAIR BAR
STEEL BEAM
OR JOIST
SEE PLAN
SECTION
JLALL : T - T-V
STEEL BEAM
SEE PLAN
LOOSE LINTEL ANGLE,
SEE S3-001 FOR
SCHEDULE
K
SEE ARCH.
61/2'+/-, _
SEE ARCH.
6"+/-
FACADE - SEE ARCH.
- CONT. L4x4x1/4
BRICK VENEER - SEE ARCH.
CONT. 1/4" BENT PLATE
WOOLG ERT
MCNITECTNE aMINEMINGIGEC W ATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
F
E
Willi
A�
D E
_O
E
U �
C J '—
J �^,
W
U
of
O O M
L `°
O ^ o
O
co W
NV
U c
o c
L N N
U �E
m = ni
B U
.Issuances:
IT oeswenox -F--mnmi
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
FRAMING DETAILS