Tie-down Vector Dynamics Foundation System for Wind Zones l Instrukcja Użytkownika Pobierz pdf (Strona 14)

Example of a Single Section 14' x 72' Home

WIND ZONE I for Single Section Homes

Using Vector Dynamics Foundation Systems

Soil Classiﬁcations: 2, 3, 4A & 4B

Soil Bearing Capacity: 1,000 PSF Minimum

Anchors Required: 30"with2-4"helixanchors(#59095)&12"StabilizerPlates(#59292)

with 1-1/4" Frame Ties

Home Length Vector Systems Anchors Required 24+” Piers Longitudinal

Required Per Side Up To 24” Pier Systems* (LSD)

0 to 72’ 3 2 3 1(2Struts)

73’ to 90’ 4 3 4 1(2Struts)

Vector Systems

Longitudinal

(LSD)

Longitudinal

(LSD)

Anchors & Stabilizers

Wind Zone I

NOTES:

Vector Systems should be spaced as symmetrical as possible along the

length of the home. Pier spacing must be consistent with home

manufacturers instruction and/or state requirements.

Maximumallowable working load for metal strut: 3150 lbs.

* One Longitudinal Vector System is made up of 2 struts,

which can be used separately.

D1030

Tie Down Engineering

255 Villanova Drive SW

Atlanta, Georgia 30336

(404) 344-0000 • Fax (404) 349-0401

www.tiedown.com

14 Revised: 8/19/08

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Tie-down Vector Dynamics Foundation System for Wind Zones l Instrukcja Użytkownika Strona 14