2020.0022 Truss Layout Duplex5/12 ROOF PITCH
2' CANTED OVERHANG
= Truss left end indicator.
QUANTITY HANGER CARRIED
MEMBER
HANGER SCHEDULE
CARRYING
MEMBER
USE 10DX1 1/2" NAILS @ SINGLE PLY CARRYING MEMBER
OR CLINCH 3" NAILS ON BACKSIDE OF GIRDER
LUS26 4-10D084-10D
08 10-16D 20-16DTHJA26
BP01 BP01 BP01
C01
C01
C01
D01
D01
D01
A01
A04
A06
A08
A10CG01 CG01S01S02S03S01S02S03S04S05S06S07S04S05S06S07S01
S02
S03
S01
S02
S03
A01
A04
A06
A08
A10
CG01CG01S01S02S03S01S09S10S04S05S06S11S13S14S15S11S01
S02
S03
S01
S02
S03
A02
A03
A05
A07
A09
CG01CG01S01S02S03S01S02S03S04S05S06S07S04S05S06S07S01
S02
S03
S01
S02
S03
B01
B02
CG02CG03S01S02S03S01S02S03S04S04S01
S02
S03
S01
S02
S03
A
A A A A A A A A
B
B B
B B
B B
B B
S08(2)
S 0 8 (2 )S 1 2 (2 )A11(3)A12(5)S 1 6 (2 )27-06-0039-06-0067-00-0015-00-00 15-00-00
30-00-00 6-00-006-00-006-00-0016-09-08
34-00-00
13-02-08
4-00-00
THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.
These trusses are designed as individual building
components to be incorporated into the building design
at the specification of the building designer. See the
individual design sheets for each truss design identified
on the placement drawing. The building designer is
responsible for temporary and permanent bracing of the
roof and floor system and for the overall structure. The
design of the truss support structure including headers,
beams, walls, and columns is the responsibility of the
building designer. For general guidance regarding
bracing, consult "Bracing of wood trusses" available
from the Truss Plate Institute, 583 D'Onifrio Drive;
Madison, WI 53179
BUILDER :
PROJECT :
SUBDIV :
MODEL :
LOT :
20815 67th Ave NE
Arlington, WA 98223
Phone: 1-360-925-4155
JOB #:
ADDRESS :
MTN TERRACE BLDRS
JEFFERSON ST DUPLEX
#
Drawn
By
07-09-2020
Date