HomeMy WebLinkAbout2155 A Layout GRCENTURY
2155-A
WILLOW GLENN
A0
2
A0
1
A0
1
A0
1
A0
1
A0
1
A0
1
A0
1
A0
1
A0
1
A0
3
B02
B01
B03
B03
C02
C01
C01
C01
C01
C01
CLCL CL
CLCL
5-1/2" HEELS
3.2.2.2.2.2.2.2.2.2.
4/12
5/125/12
5/125/12
12
-
0
0
-
0
0
38
-
0
6
-
0
0
20-00-00
39-00-00
26
-
0
6
-
0
0
10
-
0
0
-
0
0
10-00-00
10-00-00
6-
0
0
-
0
0
3-
0
0
3-
0
0
D02
D01
D01
D01
D01
D03
E0
2
E0
1
E0
1
E0
1
E0
1
E0
1
E0
1
E0
1
E0
1
E0
1
E0
3
E0
4
E0
3
E0
3
E0
3
E0
3
E0
3
E0
3
E0
3
E0
5
E0
3
5/125/12
5/12
5/12
5/12
5/12
1.1.1.1.1.1.1.1.1.
SA
26
-
0
6
-
0
0
8-
0
6
-
0
0
19-03-08
TYPE
28SB5
QTY
66
BLOCKING SCHEDULE
ID
1.
2.
3.
HANGER MODEL
HUS26
MUS26
LUC26
QTY
9
9
1
HANGER SCHEDULE
DO NOT CUT, DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM Builders FirstSource Truss
SCALE:NTS
APPWRIGHT/ MBA #:
4704805JEFF C.2155-A WILLOW GLENN
ADDRESS :
DESIGNER :PLAN :
BUILDER :
DATE :
ROOF TRUSS PLACEMENT LAYOUT
CITY, STATE:
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
ARLINGTON 360-925-4155 SPANAWAY 253-846-3005 ISSAQUAH 425-391-8000 KINGSTON 425-961-6778
Puget Sound Market Trusses
GEOFF W.
PLAT :& LOT SALES :
WILLOW GLENN 2155-ACENTURY
***ATTENTION****
TRIANGLE SHAPE ▲= LEFT SIDE INDICATOR
RED MARK ON TRUSS IS LEFT SIDE
TRIANGLE SHAPE ▲ = INDICADOR DE LADO IZQUIERDO
MARCA ROJA EN ARMADURA ES LADO IZQUIERDO