Tie-down Vector Dynamics Foundation System for Wind Zones l Manuel d'utilisateur télécharger pdf (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 Dynam

i

cs

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

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