middot I

467 Swan Ave Hohenwald TN 38462 bull (800) 284-7437 bull wwwollvertechno loglescom bull Fax (931 1 796middot8811

Oliver Technologies 1100 V Series All Steel Foundation System Installation Instructions for California for CA-3 All Steel Foundation System Model

1100 ICV amp 1100 IV MH Permanent Foundation System

INTRODUCTION The All $1 el Foundallon 1100 V series IS designed for both d rt and concrete foundallon appllcalions Where noted the lev indIcates wet or dry concrete set and th IV indicates the ground pan dirt set These drawings show foundations details which are applicable to HUD code houses and Callforn a HCD code manufactured homes The foundation plan shown is general and is to be adjusted to meet the speCific house being nstalled These desIgn drawings are supplemental to the home slallatlon manual Refer to Ih nstatlatlon manual for mating I n and main rail pier locallons and for speCific support and anchonng reqUirements for speCta architectural features Pier spacings shall be based on sari conditions and roof loads for the site where the house IS Installed This system meelS the requirements of Callfoml8 Code of Regulahons Title 25 Chapter 2 Article 7 Section 1333 thiS system compiles With the Wind and seismiC requirements of the Califom a Bulld n9 Code 2013

GENERAL NOTES 1 All work shall conform to the reqUIrements of thIS deSign and of the building code adopted by th agency haVing Jurisdiction 2 The Y brace of the All Steel FoundalJon System has an approved d sIgn load as a pIer of ~OOO IbS Support piers other than

the V brace shall be In accordance With the 110me manufacturerS Inslallalion instructions and shall be approved deSigns of eMU or slael support stand

3 Design Cnterie Wind Pressures shy 90 MPH Exposure C amp 110 Mph Exposure C Roof Live Load shy 40 psf Max per House Design I 100 psf Max per House D sign Seismic shy Design Category D Roof Pitch - 612 Max Eave Width - 16- Max Sidewall Height shy 102 Max

4 Detennlne the appropnate desJgn Wind pressure for thiS site (90 Mph or 110 Mph) Enter the appropnate secHon of Tabte 1 or Table 2 (see pag8 3) to determine the number of all steel foundation brace systems andor Ii downs reqUired

5 This system is not intended for use in flood hazard areas

SPECIAL CIRCU STANCE For eave width between 16 to 24 use addlhonallransverse system (noted by T see drawing page 3)

If the Following Conditions Occur STOPI Contact Oliver Technologies at 1-800-2847437 for further Instruction

A Pier helghl exceeds 48 (From top of footer to bollom of I-Beam) B Roof eaves exceed 24 C Sidewall height exceed 102 D Roof Pitch grealer than 612 E Locallon is Within 1500 feel of coastline F Footing to surface area exceeds 3 square feet G Main rail spactng exceeds 102_

NANUPACTUlUlD ROM1IMOBtLB HO FOUNDATION SYSTEM

IlUlTH AND SAFETY CODS SBC110lC lun APPROVED

SUBJECT TO CORRlgtCTJONS MOTBD

APPROVAL DOES NOT AUTHOR1ZB OR AROVB AMY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF

APPUCABLB STATE LAWS AND lUiOULATIONS Stale of California

ENGINEER APPROVAL STATE APPROVAL Rev 2614 Page 114

wwwollvertechnologlescom -

CJL_ EF~ 467 Swon Ave _ Hohenwald TN 38462 _ (800) 284middot7437 _

INSTALLATION USING CONCRETE (ICV) The concrele foo r unner 0 lab may b any ~hap bull Ihat ha a minimum or 2900 CU 10 wuh a m n mum d plh 01 3 12 (dry s I) or 6shy

(weI 0 lath sy tem locallon Th urf ee 01 Ih fooling mUSI be large nough 10 support Ih pi r load nd anow al I I I from the concrele boll 10 th edg of th coner I (ex mple 22 X 22 X 6) The concr I halt b nlltllmum 2500 pSI mix (prO-blended sacked concfCte miX is Cc Plilbl ) Sp CI I m pecllon olloollng IS nOI required

Sp clal De Ign - When FOUR ICVs are installed on concrete runners or a full slab no anchor are n ded on Ingle section

homes except where requiT d by manuraclur r

If Ih 1100 ITC Iran v e sy lem (D(W or D) bracket only) to be In tailed Wlthoul u Ing Ih 1100 ILC (V) longlludm I syslem (J(W Of D) bracket) It MUST be Inslalled within 18 of a pier

LONGITUDINAL ( V) Wh n usmg the 1100 wet sel J(W) bracket Imply Inslnlliha brack lin runn rlfoOI r OR wh n In I Illng in cured concr Ie use Ihe 1100 dry I J(D) br ckel The 1100 dry 01 J(D) brack I IS auach d 10 Ih concr 18 u Ing (2) 112 X 3 coner 1 wedge bOil Place th brackel In d r d lac lion Mark boll hole locauon Ihen U Ing 8 12 m onry bit drill hole 10 minimum deplh 013 Be ur all du I i blown oul of th bull hal Place wedg bolts lOla drill d hal s lh n plac 1100 J(O) bra~ t onlo w dg bollgt nd tart w d e boll nuts 1a hamm r and lightly dnvc the w dge bolls down by hitting Ihe nUl (Do nOI hil Ihe lap of Ihreads on bolt)

Complete by lightening the nut~

LATERAL (Transverse Arm) For wei S Iinstallallon S Ilhe transv r conneclor brackel DCW) Inlo runn rloater I d II d locallon For dry selln~tallotlons Ih Iran ver5C connector brackel 0(0) IS allached 10 Ihe coner I ulng (2) 112 X 3 concrele w dge boilS Martlt boll hole location Ihen u mg a 12- ma onry bl drIll a hate 10 a minimum deplh 013 B ure all dust IS blown Oul ollh hole Place wedge bolts Into dnlled hole then plnce transverse conneclor bracket J(O) bracket onlo wedg boll and Ian wedg bolt nuts Tak il hamm r and hghlly drive Ihe wedg boll down by hlllmg Lhe nUl (Do nol hll Iho lOp of Ihrc~d5 on boiL) Cumpl I by IIghlening the nu

SPECIAL NOTE Th IOl9l1udln I middot V br c sy I m serves a pi r under the hom ny oth r pi r would be To do Ihl bull U IS recommend d Ihol after I vehng all pi IS add 1 10 112 01 height 10 the hom I y I m locallon 1 up th longlludlnal middotVmiddot brace yslcm complelely and Ihen lower the home onlO the piers To begn setup complel Items 1 through 5 below

INSTALLATIO OF GROUND PAN FOR DIRT SET(IV) 1 Remove weeds and d bns an Ipprol(lmate Ihree 1001 square to expose Irm level undisturbed 501 or controlled 11 lor bull ch

ground pan (8) 2 Place ground pan (8) cenl red directly blow c as IS Imiddotb am Pre s or dnve pan firmly mto SOil unlll lIu h wllh 01 b low 5011 surlac

INSTALLATION OF LONGITUDINAL V BRACE SYSTEM Sel ct lhe COrreCI qu re tube brace ( )1 n9th for salmiddotup (pier) height at supporl location

PI R HEIGHr S

PIFR HflGHT t dIm 1011 from the topollh nlOl11O

bol nm 01 1middot81- m

NOTE

14-1018 20

18 1025 28

24-1035 39

30 LO 40middot 44

36 1048 54

2 Placn bnlh 15 quar III ( ) mLO th V brllckm (J) In n 1 r Grad 5 camag boll and I av nut loose (or mill adJustmenl 3 Place middotbeam connector (f) loosely on the bollom nang of tho Imiddot beam Attach Ihe selected 1 5 lube (ll 10 Ih Imiddotbeam connectors (F) and laslen loosely Wllh 2 3 bull grade 50

bolt and nul NOTE Th footer mu I b I vol In both direction 10 en ure Ihe angl markmg on the centerpoint conneclor iJre correcl (rom lh horion I plDn of the fOOfer The angle I nol (0 Elxeeed 60 dogrcos Bnd not less tha f0 degrees The Vmiddot bracJco (J) IS stamped WIth tho 3gl 0 VOrtfy correct degree Use prop r lengrh lube Of cuand drtlilube to achIeve pwper lengh (The lube moy be cut using any pproprtDlS Ie I culling mehod such 8 eel DW culling torCh ele New hole musl be dlill d 10 lhe dm oSlon and 81 fh OC8lIon as hown (or Figure (1)

5 U Ing I ndard hand 10015 Ighlen all nuls nd bOl Wh n conn cung lhe brace lube 10 th Imiddotb am hconn ( I 9 n e one nd h 0 wo um pa hnd CDgt~J

fEB~4 Pag 214Rev 2614 ~~7

467 Swan Ave _ Hohenw Id TN 38462 bull (800) 284-7437 bull wwwo l ve rtechnologles com bull fax (931) 796-8811

INSTALLATION OF (LATERAL) TRANSVERSE TELESCOPING ARM SYSTEM (1100 lTV) 6 S I ctth corr CI Ir n v f e arm (H) Th 60middot eel Ion r i nd rd Thc 72 ecllon are U~ d on fr m width gr ler than 99 5 7 In Ulll ih 1 Smiddot tran v rse rm (H) 10 Ih lranwer conneclor bracketeD) wIth a 2 5 glad 5 bolt and nul 8 Slide Ih 1 25 Iran v rearm (H2) Into the 1 5 I rBnsver~e rm (H) Attach the 1 25 Ir n ver rm (H2) to Ih Imiddotbe m connector

(I) with 25 grade 5 boll and nut Conn clthe Imiddotbe m conn clor (I) to the Imiddotb m U 109 th fI I cl mp Gr d 2 bol and nul 9 S cu e th 1 5 Ir nWN arm (H) 10 the 1 25 Iran vcr 0 arm (H2) ult)109 the (our (4) 114 middot114 It 34 pplng Ih In

predrlll d pIIOI hoi 10 System Placement SEE DRAWINGS

Al PliJCC two (2) y lem nI s cond per from Ih end at lhe oppo Ite gtId i

Bl In addll10n to A add third y I m placed at center pier oulsld rail eIther SIde C) S cond pier Irom end bull II four corn r D) In ddulon 10 A or C plac 5th lem al COler plcr OU I Id rail eUher side

(Exc pI Wh n pi clng y I m und r (A BampD) pi c B amp 0 on Opposlle Id s shown) 11 Strap amp Anchor PI cern nt middot SEE DRAWINGS

n down Wllh Ir p and nchor r r qUir d on rngle secl10n hou e nd hom (cxclud ~ sp clI design errl fl) Sir P and anchor h II hav working load p city of 3150 Ibs WIth a mlOlmum ultlmat cap cHy of 41251b Sir P shall m CI ASTM 03953-91 Sirap and anchor h 1 b In lall d In accordance With the home manufacturers Inst II lIon In~lruCllon

INUMBER OF FOUNDATION BRACING SYSTEMS REqUIRED FOR SEISMIC DESIGN CATEGORY 0 I

Any hQroo I~middot 10 48 h inS I 107 lbO-I IIClJII lot (04) 1100 I V leI

PIER ON FOOTER PER HOUSE ANUfACTVRER INSTAlLATION INSTMUCTI S

PIE ON FOOTER PER HOUSE MANU ACTURER INSTAlLAnON INSTRUCTIONS

c D 4(

112M~

-----~middotl 14-_A_C_____ ~MAX ______c_-t~~1 ~~

4ffi 0 7 2014 P IRev 2614 fHCD~ yPi age3 4

467 Swan Ave _ Hohenw Id TN 38462 bull (800) 284-7437 bull wwwo l ve rtechnologles com bull fax (931) 796-8811

INSTALLATION OF (LATERAL) TRANSVERSE TELESCOPING ARM SYSTEM (1100 lTV) 6 S I ctth corr CI Ir n v f e arm (H) Th 60middot eel Ion r i nd rd Thc 72 ecllon are U~ d on fr m width gr ler than 99 5 7 In Ulll ih 1 Smiddot tran v rse rm (H) 10 Ih lranwer conneclor bracketeD) wIth a 2 5 glad 5 bolt and nul 8 Slide Ih 1 25 Iran v rearm (H2) Into the 1 5 I rBnsver~e rm (H) Attach the 1 25 Ir n ver rm (H2) to Ih Imiddotbe m connector

(I) with 25 grade 5 boll and nut Conn clthe Imiddotbe m conn clor (I) to the Imiddotb m U 109 th fI I cl mp Gr d 2 bol and nul 9 S cu e th 1 5 Ir nWN arm (H) 10 the 1 25 Iran vcr 0 arm (H2) ult)109 the (our (4) 114 middot114 It 34 pplng Ih In

predrlll d pIIOI hoi 10 System Placement SEE DRAWINGS

Al PliJCC two (2) y lem nI s cond per from Ih end at lhe oppo Ite gtId i

Bl In addll10n to A add third y I m placed at center pier oulsld rail eIther SIde C) S cond pier Irom end bull II four corn r D) In ddulon 10 A or C plac 5th lem al COler plcr OU I Id rail eUher side

(Exc pI Wh n pi clng y I m und r (A BampD) pi c B amp 0 on Opposlle Id s shown) 11 Strap amp Anchor PI cern nt middot SEE DRAWINGS

n down Wllh Ir p and nchor r r qUir d on rngle secl10n hou e nd hom (cxclud ~ sp clI design errl fl) Sir P and anchor h II hav working load p city of 3150 Ibs WIth a mlOlmum ultlmat cap cHy of 41251b Sir P shall m CI ASTM 03953-91 Sirap and anchor h 1 b In lall d In accordance With the home manufacturers Inst II lIon In~lruCllon

INUMBER OF FOUNDATION BRACING SYSTEMS REqUIRED FOR SEISMIC DESIGN CATEGORY 0 I

Any hQroo I~middot 10 48 h inS I 107 lbO-I IIClJII lot (04) 1100 I V leI

PIER ON FOOTER PER HOUSE ANUfACTVRER INSTAlLATION INSTMUCTI S

PIE ON FOOTER PER HOUSE MANU ACTURER INSTAlLAnON INSTRUCTIONS

c D 4(

112M~

-----~middotl 14-_A_C_____ ~MAX ______c_-t~~1 ~~

4ffi 0 7 2014 P IRev 2614 fHCD~ yPi age3 4

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bull 67 Swan Av bull Hohenwald TN 38462 bull (800) 284-7437 bull wwwollvertechnologiescom bull Fax (931) 796middot8811

Parts List CAll IMATERIAL I

FINISH co MENT

OUT PART NAME S~

I ~V[VA

8 1100-1AmiddotG I GROUND PAN I ASTM Amiddot36 C CONCRETE CONCRlT[ BASE (Ie fOOlN runner CIC )

-0 11oDmiddotlmiddotG GROUND PAN TRANSVERSE CONNECTOR BRACKET ASTM A-36 Dew l100-WTACA CONCRET~WET SET TRANSVERSE CONNECTOR BRACKET ASIM Amiddot36 bull I bullbull 0(0) 100middotDmiddotTACA CONCRETE DRY SET TRANSVERSE CONNECTOR BRACKET rASTM A-36 bull I bullbull

-E 150-20middotP I G V BRACJ 1 5 SQ TUBE 20 LONG ASTM AS1J

1S0-28middotP I G V- BRACE 15 SO TUBE ZS- LONG ASTM AS13 bull I 1S0middot39middotP I G V BRACE 1 5 sa TUBE 39 LONG ASTM AS1] bull I bullbull

1 SOmiddotHmiddotP G V BRACE 15 SQ TUBE 44 LONG ASTM I ASH bull I bullbull 150middot54middotP G V BRACE 1 5 SQ TUBE 54 LONG AsTM AS13 bull Imiddotmiddot

F 1100 l()P I G V BRACE ImiddotBEAM CONNECTOR ASTM Amiddot36 H 50middot60middotP I G TELESCOPING TRANSVERSE ARM 1 S sa TUBE 50 LONG AsTM A5lJ bull I bull H 150middot 72middotP I G TELESCOPING TRANSVERSE ARM 5 sa TUBE 72 LONG ASTM ASll bull I

HZ 1 2S 6OmiddotP I G TfLESCOPING TRANSVERSE ARM 1 25- sa TUBE 50 LONG ASTM I ASH bull I bullbull

HZ 125 middot 72middotP I G TELESCOPING TRANSVERSpound ARM 1 25 SQ TUBE 72 LONG ASTM ASH bull I bullbull

I lOO9middotP I G TRANSVERS~ARM I-BEAM CONNECTOR ASTM Amiddot36 bull I bullbull J 100middot 11 middotG GROUND PAN -v- BRACKET ASTM I Amiddot36

J(W) l100middotWmiddotCPCA CONCR[ TE WE TV BRACKET ASTM A l6 middot J(D) l1()()DmiddotCPCA CONCRETE DRY V BRACKET ASTM Amiddot36 I bullbull

KEY B bull H rdw ro RcqUJr d - R rer 10 Inl IIntlon In true n fOf Sp clhc lionKEY A Rusl R S1slant 81 iCk Palm lInc on I I 01 30 ovll

I bull Transverse Arm I-Beam Connector

F Vmiddot Brace middotBeam

Omiddot Pan Transverse Connector Bracket

H Transverse Arm Top Inside (125)

Bottom Outside (1 S)

or O(W) or 0(0) Concrete ~~-__~~~ Transverse Connelttor Bracket -

B - Ground Pa n or C - Concrete Base

(ie footer runner etc)

E bull middotvmiddotBrace Tube (LSi

J Pan ~VmiddotBracket or J(W) or J(O) Concrete

Vmiddot Bracket

~~~Rev 2 614 FEB~4 Pge44IHe 0 Z7r~