Tie-down Vector Dynamics Foundation System for Wind Zones l Manuel d'utilisateur

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TIE DOWN ENGINEERING • 255 Villanova Drive SW • Atlanta, GA 30336
www.tiedown.com (404) 344-0000 Fax (404) 349-0401
Vector Dynamics
Foundation Systems
by TIE DOWN ENGINEERING
Installation Instructions
For Wind Zone I, II& III Version 8/19/2008
Approval
081908,D1030
Section Page Release
Number Date
General Installation 2 8/19/2008
High Pier Sets 3 8/19/2008
Pitch Slopes 4 8/19/2008
Parts List 5-6 8/19/2008
Ground Instructions 7-8 8/19/2008
Metal Pier & V-Drive Installation 9 8/19/2008
Concrete Installation Instructions 10-12 8/19/2008
Asphalt Installation Instructions 13 8/19/2008
Single Section Home, Wind Zone I 14 8/19/2008
Double Section Home, Wind Zone I 15 8/19/2008
Triple Section Home, Wind Zone I 16 8/19/2008
High Pier Sets for Double Section, Wind Zone I 17 8/19/2008
Single Section Home, Wind Zone II 18 8/19/2008
Double Section Home, Wind Zone II 19 8/19/2008
Triple Section Home, Wind Zone II 20 8/19/2008
Single Section Home, Wind Zone III 21 8/19/2008
Double Section Home, Wind Zone III 22 8/19/2008
Triple Section Home, Wind Zone III 23 8/19/2008
NOTE:
To inquire about the use of the Vector Dynamics Foundation Systems
with homes of four or more sections, other widths, or on homes
requiring pier heights which are not included in these instructions,
contact Tie Down Engineering, Inc. at 1-800-241-1806.
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Résumé du contenu

Page 1 - Foundation Systems

TIE DOWN ENGINEERING • 255 Villanova Drive SW • Atlanta, GA 30336www.tiedown.com (404) 344-0000 Fax (404) 349-0401 Vector DynamicsFoundation Systems

Page 2 - 2 Revised: 8/19/2008

Vector Dynamics Systemfor Concrete ApplicationsInstructions (1 of 3)The Vector system for concrete pads applies to concrete footers, runners and slabs

Page 3

9. Putawasherandnutononeofthe3/8”x3-3/4”wedgeanchors.Thenutshouldbescrewedon enough to have 1 or 2 threads showing on the top

Page 4

Vector Dynamics Systemfor Concrete ApplicationsInstructions (3 of 3)Single Longitudinal System#59036Double Longitudinal System#5904618. Installlongi

Page 5

13 Revised: 8/19/08Asphalt InstallationsThese instructions are for portable classrooms, offices or other structures using I-beam frames. Read and fo

Page 6 - Center Compression Strut

Example of a Single Section 14' x 72' HomeWIND ZONE I for Single Section HomesUsing Vector Dynamics Foundation SystemsSoil Classifications:

Page 7 - Vector Ground System

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Double S

Page 8

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Triple S

Page 9 - V-Drive System

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Double S

Page 10 - Inside of home

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Single S

Page 11

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Double S

Page 12

IntroductionThese instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer’

Page 13 - Asphalt Installations

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Triple S

Page 14 - Wind Zone I

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Single S

Page 15 - Tie Down Engineering

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Double S

Page 16

D1030 Tie Down Engineering 255 Villanova Drive SW Atlanta, Georgia 30336 (404) 344-0000 • Fax (404) 349-0401www.tiedown.comExample of a Triple S

Page 17

Vector DynamicsFoundation Systemsby TIE DOWN ENGINEERINGInstallation Notes

Page 18 - Wind Zone II

50 in. max.Figure 150 in. max.24”26” MaximumUnequal Pier HeightsHomeswithunequalpierheightsarelimitedto50”maximumpierheight.Thedifference

Page 19

081308,D973Unit Width Max. Pier Height Max. Sidewall Height Max. Unit Length for Number of Vector Systems 2 3 4 5 6 136 32" 96"

Page 20

Vector DynamicsFoundation SystemsComponent Parts ListVector System 2000Part # 59018Single piece pads with strapsand slotted boltsConcrete Vector Syste

Page 21 - Wind Zone III

Longitudinal Hardware KitPart#59026(forusewith59271)Vector Lateral Hardware KitPart # 59024(forusewith59271)Struts for Longitudinal SystemsP

Page 22

A C B Long U-Bolts#59018System#10733 HardwareTie Bracket Beam Clamp Longitudinal Strut Longitudinal Bracket Vector 2 sq. ft.Pad for singlelongitudinal

Page 23

I-BeamBeam ClapStrut3 Sq. Ft Vector Pa dfor Double Block SetLongitudinal BracketABDCOutside TensionBracket:Set-Up Instructions forDouble Stack Vector

Page 24

For metal piers, place the piers in the center of the Vector pads. Setthesingle4x4ortwo2x4’sthroughthepiers,centeredintheU-bolts,sotha

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