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

Page18     4/3/2013

Asphalt Installation

TheseAsphaltinstructionsareanaddendumtothestandardVectorDynamicsconcreteinstructions.Readand

follow all applicable guidelines in the instructions for Vector, the home, ofﬁce, classroom or portable building

being installed. Minimum depth of asphalt is 2 inches with a suitable base material compacted under the

asphalt. This system is designed for portable classrooms, ofﬁces or other structures using I-beam frames.

NOTE-ForMultipleunitsets,alwaysinstallbyunitastheyareplaced.

1. TheasphaltkitisusedincombinationwiththeVectorconcretekits59036and59049.Theexpansionbolts

 providedinthesekitsarenotused.Assembletheasphaltbracketasshowningure1,usingthecarriage

 boltsandhexnutsprovided.Theboltheadswillbeontheunderside(at)oftheVectorpad.TheAsphalt 

 bracketwillbepositionedbetweentheVectorpadandthetensionbracket.Repeatforthesecondpad.

2. Determine the location of the piers and place assembled pad on asphalt. Center pad under beam with

upturned edge facing the Inside. Place second pad under opposite beam, parallel with ﬁrst pad. Stack

concrete blocks against up turned lip on pads and ﬁnish and wedge pier.

3. Usingtheasphaltbracketsasaguide,drillthree5/8”holesintheasphaltata45degreeangleunderpier.

 Usingasledgehammerorhammerdrill,driverodssuppliedthroughthebracketandintotheasphalt,

 leavingoneinchofrodabovebracket.Repeatforoppositepad(seegure2).

4. Measure distance between the two Vector System pads at the base where the Vector pad meets the asphalt.

 Cuttwogroundtreated2x4’sora4x4tolengthandplacebetweenpiersasshown.PlacealongU-bolt 

 underthe2x4’sandthroughtheholesintheupturnededgeoftheVectorPad.Beforesecuringwiththe3/8”

 nutsprovided,placea1/2”x1”carriageboltprovidedinthesquareholeintheupturnededgeoftheVector

pad. The carriage bolt will be installed with the head of the bolt under the upturned edge with the

threads showing.

5.Attachastrapwithswivelstrapconnectortothe1/2”carriagebolt.Securewith1/2”nut.Strapshouldbe

 ofsufcientlengthtogoovertheoppositeI-beamanddowntothetensionbracketwith12”-15”extrato

wrap around the slotted bolt. (See ﬁgure 2).

6.Insertslottedboltintensionbracket,andcutstrapsothereisapprox.12”-15”ofstrapoverlap.Insertinslot

 ontheboltsothatitisushwithothersideofbolt.Tightenstrapontoboltsothereare4-5turnsofstrap

around the bolt and repeat for other side.

Figure 1

Figure 2

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