HomeMy WebLinkAbout(08) S3-504F
1 1 2
EXTERIOR OR SHEAR WALL
SHEATHING; SEE PLAN FOR
WALLTYPE
FINISH FLOOR
SEE PLAN
DOUBLE TOPPLATE
BRICK VENEER;
REF. ARCH.
WOOD STUDS PER
WALL SCHEDULE
STEEL LOOSE LINTEL,
REF. S3-001
HEADER PER PLAN
WINDOW SYSTEM;
REF. ARCH.
TRUSS BEARING BELOW TOP OF HEADER
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
',"16
DATE: 10/31/19
3 1 4 1 5 1 6 1 7
4x10 BLOCKING EACH
SIDE OF HSS-5.5x5.5
COLUMN AS SHOWN
TOP /GYPCRETE
3nd FLOOR- 873'-4"
4th FLOOR = 884'-4"
6-0"
SIMPSON STRAP
C---__•_•
�— -----
PRE-ENGINEERED
FLOOR TRUSS
PLAN VIEW
4X10 BLOCKING ATTACHED TO HSS-5.5x5.5
COLUMN WITH (3) 5/8" DIA. THRU-BOLTS AS
SHOWN(TYP.)
8' 0"
(2) SIMPSON CS14 x V-0" LONG
FILL EVERY OTHER HOLE WITH
lodFILL
NAILS
3/4" GYP-CRETE (TYP.)
APA RATED SHEATHING -
PRE-ENGINEERED -
FLOOR TRUSS (TVP.)
#4x CON
2nd FLOOR
862'-4"
C
OF CONCRET
� e4ra^
TOP OF PODIUM
4 846E 8'
SECTION AT SIGN SUPPORT
SCALE : 1"- V-0"
8
I
EAC I E OF
COL SI
CONT. 2x4
1 312"
I
I
I
81
HSS6 1/2"x5 1/2"x5/16" COLUMN
WITH BASE PLATE AT THE PODIUM
LEVEL AND SHALL BE FULL HEIGHT
OF BUILDING. COLUMN SHALL BE
BRACED TO THE W24 AT THE
SECOND FLOOR. SEE ARCH
DRAWINGS FOR ACTUAL COLUMN
LOCATION WITHIN WALL.
SIGN ATTACHMENT BY OTHERS.
PROVIDE MINIMUM OF (5) CONNECTIONS
TO STRUCTURE AT4'-0" MIN. SPACING
— PROVIDE 2x HORIZONTAL
BLOCKING AT EACH SIGN
ATTACHMENT POINT. 10'-0"
MINIMUM TOTAL LENGTH OF
BLOCKING.
— SIGN ATTACHMENT BY OTHERS.
PROVIDE MINIMUM OF (5) CONNECTIONS
TO STRUCTURE AT4'-6" MIN. SPACING
- — (2)2x TOP PLATE
EACH SIDE OF
COLUMN
SHEATHING
— MASONRVVENEER MAY
OCCUR, SEE ARCH.
WOOLG ERT
MCHITEMMIENGINEEIINGIGEOVATIAL
7635 Interactive Way
Suite 100
O Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Q Issuances:
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
WOOD FRAMING
DETAILS
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