Tie Down Vector Dynamics Foundation System for Wind Zones lll User Manual
Page 4
081308,D973
Unit
Width
Max.
Pier
Height
Max.
Sidewall
Height
Max. Unit Length for
Number of Vector Systems
2
3
4
5
6
136
32"
96"
28' 41' 55' 69' 80'
1
142
36"
96"
28' 42' 56' 70' 80'
1
156
44"
96"
28' 43' 58' 72' 80'
1
164
56"
96"
27' 40' 54' 68' 80'
1
176
56"
96"
28' 42' 56' 70' 80'
1
180
56"
96"
28' 42' 56' 70' 80'
1
186
56"
96"
28' 42' 56' 70' 80'
2
2
3
4
5
6
136
32"
96"
25' 38' 50' 62' 76'
1
142
36"
96"
25' 38' 50' 63' 76'
1
156
44"
96"
25' 38' 50' 64' 76'
1
164
44"
96"
26' 40' 53' 66' 80'
1
176
52"
96"
26' 38' 52' 64' 76'
2
180
52"
96"
26' 38' 52' 64' 76'
2
186
56"
96"
25' 38' 51' 64' 76'
2
2
3
4
5
6
136
28"
96"
24' 36' 48' 60' 72'
1
142
28"
96"
25' 38' 50' 63' 76'
1
156
36"
96"
25' 38' 50' 62' 75'
1
164
36"
96"
26' 38' 52' 64' 76'
1
176
40"
96"
26' 38' 51' 64' 76'
2
180
40"
96"
26' 38' 51' 64' 76'
2
186
40"
96"
26' 38' 51' 64' 76'
2
99 1/2" I-Beam Spacing (Maximum)
Diagonal Tie Anchor Spacing = 12'-0" O/C
Maximum Roof Slope = 5/12
99 1/2" I-Beam Spacing (Maximum)
Diagonal Tie Anchor Spacing = 12'-0" O/C
Maximum Roof Slope = 6/12
99 1/2" I-Beam Spacing (Maximum)
Diagonal Tie Anchor Spacing = 12'-0" O/C
Maximum Roof Slope = 7/12
Pier Height
Double Section Home
Vector System
Diagonal Ties
w/Stabilizing Plates
I-Beam
Spacing
Vector Dynamics
System
Pitch Slopes for
Wind Zone I
Vector
LSD Systems
Each Section
Unit
Width
Max.
Pier
Height
Max.
Sidewall
Height
Max. Unit Length for
Number of Vector Systems
Unit
Width
Max.
Pier
Height
Max.
Sidewall
Height
Max. Unit Length for
Number of Vector Systems
Vector
LSD Systems
Each Section
Vector
LSD Systems
Each Section
Federal Manufactured
Home Construction
& Safety Standards
4
Revised: 8/19/2008