250-33-50 Strap 10g-10
250-33-50 Strap 10g-10 2 12'-3 13/16"
350S162-33-50 2 13'-10 7/16"
1 1
8'-0" 6 1/2"
Assembly Weight 350S162-33-50 350S162-33-50 350S162-33-50 350S162-33-50 350S162-33-50
1 1 1
10'-3/4" 8'-2 9/16" 5'-8 5/8"
350S162-33-50 350S162-33-50 350S162-33-50
1
7'-11 3/4"
350S162-33-50
350S162-33-50 1 9'-6 15/16"
1 11'-6 9/16" 1 10'-10 1/2" 1 9'-7 13/16"
1 1
11'-3/4" 10'-6 3/4"
350S162-33-50 350S162-33-50
350S162-33-50 1 10'-11 3/4"
2
2'-11/16"
Working Sheet: Panel.1 350 S 20G WALL 107lbs
FRAMECAD Stap Fix Tensioner FRAMECAD 10g-19mm XDrive FRAMECAD 10g-16mm Flathead
72 92
Diagonal = 14'-15/16" 4
Powered by FRAMECAD Structure ®
11'-7"
F20
F20
9'-0 3 4 " 9'-71 8 "
9'-0 3 4 "
Far Side
Far Side
Far Side
F20
F20
0"
0"
--Double Brace--
Quantity Required = 1 Mark as U1-LE8 Stud Status = Amended
<<< Joins LE9 System Name: Panel RL:
Joins LE7 >>> IBC 2015 LRFD
Wall Type: FC_FrameUpNow
Direction: 11'-7"h x 8'-0"w Wind Speed: Load Bearing
Design Code: W115
Loading Code: AISI S100-20 LRFD
0" Envelope:
S-N
FrameUpNow
View 8 of 27 Dwg: Lilac_Modern_350
Client: Lilac_Modern
Job No: 500
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