HomeMy WebLinkAbout(08) S3-4041 2 3 4 5 6 7 8 s
f:
STEEL BEAM
- PLATE 114" x 4" x 4"
NOTE:
STEEL DECK NOT SHOWN
DETAILA
SECTION
SCALL'. l"- I
h TOP OF MC6
Q 862'-10"
PROVIDE CONT. BOND BEAM
WITH (2) #5 CONT. BARS
1-RETURNS
TYP.
DETAIL B
T1'P.
1/4
KICKER AT STEEL BEAM
3/4' DIA. x 5'-0' DBA's AT 12' O.C.
#4 x CONT. CHAIR BAR
SECTION
SCALE : l" = I
STEEL BEAM
L3x 3x 1/4"
SEE PLAN FOR LOCATION
PLATE 1/4" x 4" x 4"
WORKING POINT
2x6 WALL STUDS —
3/8' DIA. SCREW ANCHOR W/ 2 1W
EMBED. Q V-4- O.C. TYP.
// 41 / 412
FLOOR SLAB
W16 BEAM PEF
SECTION
VJ SCALE: 1'-1P-9'
WFBEAM
PER PLAN
2x6 WALL STUDS
FLOOR SLAB
FLOOR JOIST
PER PLAN
SECTION
SCALE : 1' =
CONT. L4x4x5/l6
WF BEAM PER PLAN
3/8' DIA. SCREW
ANCHOR W/2112'
EMBED. @ V-4- O
TYP.
CONT. L-4x4x5/16
21
n^ T-4'
ARCH. FACNLIE
I SEE ARCH. DWGS.
T (+/-)
5 I I
A'
T
SECTION
C� SCALE: 1'=V0'
L
58'ANCHOR @
5" ADHESIVE EN
LOW ROOF
WOOD FRAMING
SEE PLANS
2x6 BOLTED TO TOP OF
W12 WITH 5/8' DIA. BOLTS
AT 24' O.C. (TYP.)
W12
SEE PLAN
HSS4x4x5ll6 x 8' TALL
WELDED TO TOP OF W 33
WITH 1/2"x6"x9" CAP PLATE
FLOOR SLAB
ix4xl/2(LLV)
24' O.C. W/
C
BEDMENT,
SECTION
SGALL I I I U
CMU ELEVATOR SHAFT
CMU SHAFT SOLIDLY
GROUTED BELOW 2ND
FLOOR SLAB WITH CONT,
BOND BEAM AT SECOND
FLOOR ELEVATION WITH
(2)#5 CONT.
8" CMU ELEVATOR SHAFT
2 CLR.
2x10 ROOF JOISTS AT 24" O.C.
2x10 BLOCKING BETWEEN
EACH ROOF JOIST 3/4" PLYWOOD SHEATHING
CENTERUNE
AND BLOCKINGF WF BEAM
COW. 2x10 BLOCKING BETWEEN
EACH ROOF JOIST
I
COW. 24 ATTACHED TO MC8 WITH 518' 862'-10"
DIA. BOLTS AND TAPERED WASHERS AT 24"
O.C. CONT. 2x6 BOLTED TO TOP
OF WF BEAM WITH 5/8" DIA.
BOLTS AT 24' O.C. AT
MC6 WITH 314' DIA. ANCHOR AT 16' O.C. TYPICAL BEAM GAGE
www'
WITH 5- ADHESIVE EMBED. INTO CONT.
BOND BEAM WITH (2) #5 CONT.
CANTILEVER MC83'-0' ON SOUTH END
OF ELEVATOR SHAFT AS SHOWN IN WF BEAM
PLAN SEE PLAN
NOTE:
SEE ARCH. PLANS AND DETAILS FOR
ROOF MEMBRANE, INSULATION, DRAINS
AND FLASHING REQUIREMENTS
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes IN
City of Camel
\"19,
DATE: 10/31/19
SECTION
s UALe : I I -U
SECTION
SCALE
2x6 WALL STUDS
:ONT. 1/4"
IENT PLATE
SEE SHEAR WALL SCHEDULE AND DETAILS
FOR HOLD DOWN REQUIREMENTS
PROVIDE PLATE WASHER, 1/4-THICK AND
9 IN2 MINIMUM AREA, TO PROVIDE
ADEQUATE BEARING FOR FASTENERS
AGAINST UNDERSIDE OF DECK
ah SECONDFLOOR
V
FIELD DRILL SLAB FOR ANCHOR ROD —
PER SHEAR FASTENER REQUIREMENTS.
2x6 WALL STUDS
STAIRWELL
SEEE ARCH. SECTIONS
FOR STAIRS AND WALL
FINISH REQUIREMENTS
I BEAM
PLANS
CONT. L4x4x5/l6
SECTION
LO SCALE: 1'=1'-0'
SHEAR WALL END STUDS
JACK STUDS AS NEEDED
FOR OPENING HEADER
SUPPORT
SHEAR WALL OPENING
FLOOR SLAB PER PLAN
FIELD DRILL SLAB FOR ANCHOR ROD
PER HOLD DOWN REQUIREMENTS.
- WF BEAM, SEE PLAN.
�J SECTION
C/ SCALE 1' - 1'-0'
21
ARCHIFACADE
2x6 WALL STUDS I I -/ SEE AI CH. DWGS.
5" 1
1H-
I I I
I I I I
CONT. 2x10 RIM JOIST
FLOOR SLAB
II I I
FINISH FLOOR ______
11
6=====______________1_==_L___==
_1 _ _
I
I
1'-3"(+/.) 1'-73/4"(+/-) MOB +2x6
I (FOREGROUND)
I I
I I
I I
I I
I I
I 8" CMU WALL
I (FOREGROUND)
FLOOR JOIST 11 I
PER PLAN I
I
W F BEAM PER PLAN
SECTION
SCALE: 1" = V-0"
1-g
\,WOOLPIEUT
MCNITECTNE IENGINEw11NGIGEGWiTIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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.Issuances:
T� DEscmenoN
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
FRAMING DETAILS
R*MIA MIA]