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L
W
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WINDOW SEE ARCH. DWGS.
3/4- GYP-CRETE (TYP.)
FLAT FLOOR TRUSS
APA RATED SHEATHING
TOP/GYPCRETE
PRE-ENGINEERED J
WOOD TRUSS.
2x STUD WALL
SEE SCHEDULE
HEADER SEE PLANS
SECTION
SCALE : 1' = 1'-0'
2x STUD WALL SEE SCHEDULE
3/4' GYP-CRETE (TYP.)
FLAT FLOOR TRUSS
APA RATED SHEATHING A
TOP/GYPCRETE
PRE-ENGINEERED
WOOD TRUSS /
SIMPSON DGHF FIRE
WALLHANGER
2x STUD WALL -
SEE SCHEDULE
SECTION
JGNLL: ,'= ,--0
SIMPSON PA18 ANCHORS
AT 24" O.C. (TYP.)
3/4" GYP-CRETE
(TYP. AT FLOORS)
FLAT FLOOR T
APA RATED SHEATHIN
TOP/GYPCRETE
PRE -
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CAPSTONE MAY OCCUR
SEEARCH.
2x6 SILL WALL MAY OCCUR
CONT. 2x8 RIBBON BOARD
(2) 2x TOP PLATE
MASONRY VENEER MAY OCCUR, SEE ARCH.
SHEATHING, SEE ARCH.
GALV. LOOSE L LINTEL SEE
SCHEDULE ON S3-001
RIES S
G
ENGINEERED
METAL
ANO
MFGR.
II
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D TRUSS.
HANGER TO BE SIZED
PROVIDED BY TRUSS
18" LVL LEDGER WITH
n, A
(2) 1/2' DIA. A.B. @ 2'-0' O.C.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations N
of State and Local Codes
City of Cannel
DATE: 10/31/19
SHEATHING
IN WALL TRUSS WITH
VERTICALS AT 24' O.C.
PROVIDE 2x6 TOP AND
BOTTOM CHORDS
2-HOUR FIRE RATED
WALL, SEE ARCH
FOR MATERIALS AND
REQUIREMENTS
16" BOND BEAM WITH
(2) #4 CONT.
too NAILS @ 6' O.C.
3/4' GYP-CRETE (TYP.)
APA RATED SHEATHING
TOP/GYPCRETE
FLAT FLOOR TRUSS
SEE PLAN
I
2 LAYERS OF Lod
NAILS(4 TOTAL), TYP.
__
--------- —
2x6 BLOCKING @ 2'-0' O.C.
2x4 SPF-STUDAT24' O.C. CEILING CONT. 2x4
J
FRAMING IN SIMPSON HANGERS WHEN
LENGTH "X" IS GREATER THAN 2'-0"
SECTION
SCALE : 1' = 1'-0'
5/8" AN
WITH E
3/4" GYP-CRETE
(TYP. AT FLOOR:
APA RATED SHE)
TOP /GYPCRETE
SCALE : 1' _
PRE-ENGINEEREI
WOOD TRUSS.
N
�7 SHEATHING
L—
I
I I SIMPSONSDWS22600DB —
F _, 26 STUD WALL SCREW @ 6' O.C.
L_J SEE SCHEDULE
1 3/4' GYP-CRETE (TYP.)
7
L—J APA RATED SHEATHING
I I (2) 2x SOLE PLATE
r—�
I _
I 1 TOP/GYPCRETE
1 IN WALL TRUSS WITH
P—, VERTICALS AT 24' O.C.
L— PROVIDE 2x6 TOP AND FLAT FLOOR TRUSS
BOTTOM CHORDS SEE PLAN
—y
I _ I
I I
F--i
1 (2) 2x TOP PLATE
L—
I I
L_J
I I
F-1
CONT. 2x4
I_I —
1 FACADE MASONRY
—_VENEER OR EFIS 2-HOUR FIRE RATED
L_ SEE ARCH. WALL, SEE ARCH
I FOR MATERIALS AND
r _ y REQUIREMENTS
3)8'xl0"xCONT. EMBEDDED PLATE
WITH (2) 1/2' DIA. x 6' STUDS AT 16'
O.C. EXTEND PLATE 6' EACH SIDE BEYOND
DOOR OPENING
ANGLE FOR ELEVATOR DOOR
BY G.C. COORDINATE LOCATION
WITH ELEVATOR SHOP DRAWINGS
UBLE BOND BEAM WITH
M CONT.
SECTION
SCALE : 1' = 1'-0'
FS
SHEATHING
24 STUD WALL
SEE SCHEDULE
2x SILL PLATE
IN WALL TRUSS WITH
VERTICALS AT 24' O.C.
PROVIDE 2x6 TOP AND
BOTTOM CHORDS
(2) 2x TOP PLATE
\1/
WOOLG ERT
MCHITECTUE IENOINEMIN010EOWATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Dlssuances:
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
TYPICAL WOOD
FRAMING DETAILS
P*1&7111K