Tie-down Vector Dynamics Foundation System for Wind Zones l Instrukcja Użytkownika Pobierz pdf (Strona 18)

D1030

Tie Down Engineering

255 Villanova Drive SW

Atlanta, Georgia 30336

(404) 344-0000 • Fax (404) 349-0401

www.tiedown.com

Example of a Single Section 14' x 72' Home

WIND ZONE II 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)with1-1/4"Vertical Ties

Home Length Vector Systems Anchors Required Anchors Required Longitudinal

Required Per Side - 6” Eave over 6” Eave Systems* (LSD)

0 to 48’ 4 4 5 2(4Struts)

49’ to 60’ 5 5 6 2(4Struts)

61’ to 72’ 6 6 7 2(4Struts)

73’ to 84’ 7 7 8 2(4Struts)

85’ to 90’ 8 8 9 2(4Struts)

Vector

Systems

Longitudinal

(LSD)

Longitudinal

(LSD)

Anchors

Vector

Systems

Wind Zone II

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.

18 Revised: 8/19/08

1 2 ... 13 14 15 16 17 18 19 20 21 22 23 24

Brak uwag

Tie-down Vector Dynamics Foundation System for Wind Zones l Instrukcja Użytkownika Strona 18