!/l~ - Oliver Technologies Approvals/AIT... · 2013-10-28 · The load, uplift and deflection were recorded at each step or hold point. A . ... Test No. 1 lift deflection load 0 0

Nondes tructive Testing Specialist

Report No - LO-FJ901S0-B January 10 2013

Sergio Salinas Texas Department of Housing and Comm unity Affairs

1414 South Loop W est

Houston TX 77054 Phone (713) 795-5182 Fax (713) 795-4453

Subject Request for Approval Renewal

Mr Salinas

On behalf of Oliver Technologies Inc AITLLC would like to submit this correspondence as a

formal request for approval by the state of Texas Department of Housing and Community

Affairs on the following product

Model OTMSP2P

Included in this Certification Report is

Request for ApprovalRenewal Cover Letter

2002 TDHCA Division of Manufactured Housing Approval Tri-State Testing Services Inc Performance Test Reports Tri-State Testing Services Inc Destructive Test Report Engineered Drawings Oliver Technologies Inc Installation Instructions Oliver Technologies Inc Quality Control Test Procedures

Respectfully Submitted

AITLLC ~

dill l~ Will Jackson Assistant M anager

SlOt Wilfong Road Memphis TN 38J 34 Phone 901-373 -6992 Fax 901 -373-5825

------------------ ---- -

Nondestructive Testing Specialist

Certification Report for OTMSP2P

Certification Report Number LO-FJ90150-B

Produced By Oliver Technologies Inc

467 Swan Avenue

PO Box 9

Hohenwald Tn 38462

Phone (931) 796-4555

Fax (931) 796-8811

Issue Date January 102013

Expiration Date January 10 2023

AITLLC certifies that Model OTMSP2P conforms to Federal Manufactured Home Construction

and Safety Standards (24 CFR Part 3280) which has been adopted by the Texas Department

of Housing and Community Affairs

Please be advised thatthis product may not be installed within 1500 feet of a coastline

~~~~ifHTechnologies Inc authorizes the Texas Department of Housing and to reproduce this report as it deems necessary

1Qu ~OF HouSING AND CoMMUHm amp

Manufactured Housing Division --

Glenn R Ha our Jr PE ANd Stabilldq n t SshyTN 00106410 poundN J _ or-- --ruecYe cgt Ir 11 0 ( J

Approval is subilaquot 10 applicablc IaWI and naIes Md an approvallcUcr ofeven dato

-

Will Jackson

Assistant Manager

5101 Wilfong Road Memphis TN 38134 Phone 901-373 -6992 Fax 901-373-5825

~ I - J~ ~

co

~DUo~+Of~~NII~~ ~ M AN U f A C T U R ED H 0 U SIN G 0 I V IS 0 N

i

Th

i I

i I

l i

II

I

Ma ch 152013

I Mr Will Jackson A LLC 51 1 Wilfong Road Me phis Tn 38134

I i

Texas Department of Housing and Community Affairs (TDHCA) approve the renewal of stabilizer plate Model OT SP2P produced by Oliver lephnologies Inc for listing with TDHCAlManufactured Housing Division Approval is ba d wholly upon the certificatio~ Issued by AlT LLC TRI State Testing Services Inc of the evidence submitted

Evl ce SubmtmKJ Ii

Qu lifying Certification Report Number LO-FJ90150-B dated January 10 2013 per installation instruction test date Jan ary 16 2003 Report No U)-27241-5 issued by TRI State Testing ServiceS Inc in MemphiS Tennessee

CripaOnOfcomponenvs~ Mo I OTMSP2P (11 Stabilizer ~lat9) material type steel A36 rust resistant coating type Black Paint

I I

Co dltlon for Use ofCompon~tlSystem Sta itizer plate Model OTMSP2P 0 be installed utilzing anchor Model OT3044BP no more than 10 degrees away from ho e in class 2-3-4 soil per Instalplion Instruclions The specified maximum aOJable working load on a single vertical tie ( r the maximum alloWable wolking resultant load of two ties) is 3150 Ibs between 45 and 90 degrees from horizontal The stabilizer plate may not be In~talled within 1500 feet of a coasUine

l Unl ss renewed this approvallett~r and the TDHCA approval stamp on the enclosed certification report will expire on Mar h 15 2023 The M8nufactur~ Housing Division 80ard has the authority to withdraw approval of this

onentsystem on an earner d~te if any of the conditions described in rule 10 TAC 8026 (h) exist

I

~ I anager of Statewide Field ~ce Operations

P ( II) 832-520-3833 Em il sergiQsalinastdhcastatetxus

i

I i i I i nxAS D~utM 0 HOInIMG AND COMIoWNItY AfAlt3

I MANUfACTURED HOUSING DIVISION

801 Austin Avenue Suite 910 bull WdCO TX 76701 Ii Fax 254-714-1353 wwwtdhcostatetxusmhindexhtm

ii

G S ERVICES I N C

February 3 2003 R eport No LO-27241-2

Oliver Technologies Inc PO Box 9 Hohenwald TN 38462 Telephone (931) 796-4555 Fax (931) 796-8811

SUBJECT Performance Test Report - Model OT3606 utilizing Model OTMSP2P

ITEM DESCRIPTION Model OT3606 (34 x 36 with 1-6 Helix) Model OTMSP2P (11 Stabilizer Plate)

TEST METHODOLOGY OT3606 was installed in class 4a soil per iostaUation instructions

TEST DATE January 162003

Mr Oliver - We have concluded testing on the above referenced anchor

A total of 3 anchors were tested AU 3 were tested at a 45-degree angle utiHzing OTMSP2P Loading was shyperformed incrementally The load uplift and deflection were recorded at each step or hold point A calibrated-Dynamometer was used to test and ascertain loading data

Tbis anchor is designed to be installed no more than 10 degrees away from the home During testing these anchors were installed at a slight back angle

A specified minimum load required was 4725 Ibs with no more than 2 movenient in a vertical direction and 3 movement in borizontal direction

RESULTS Model OT3606 was found to be acceptable based on previously mentioned acceptance criteria (see attached data log) Performance test revealed no horizontal or vertical movement in excess of specified limits

TEST W ITNESSED BY

1 State of Florida Depa r tme nt of Highway Safety and Motor Vehicle representative Wayne Jordan

2 Mr Ray Tucker PE

If we can answer auy questions concerning this report please let me know

Respectfully Submitted TRI-STATEJESTING SER VICES INC

tcdl~vL~ -W iI-J a-c1S) - shyAssista nt Manager

l EM r- - I I~ __ TN 3 - 3 - 90 3 8 - 1 1 lt) F A ) 0 I 3 - (- 6 ( I -- I

Tri-State Testin Services 45 degree anchor test

Cuslomer Oliver Technologies Inc Anchor mdl 0T3606 with OTMSP2-P Dale 011603

4725 Total Load 4725 Total Load 4725

14 Total Lift 34 Total Lift 38 1 12 Total Defl 214 Total Den 1 38

Acceptable Results Acceetable Results Acce~table

load

1000

1500

2000

2500

3000

3500

4000

4500

4725

Total Load

Total Lift

Total Defl

Results

Test No 1

lift deflection load

0 0 1000

0 18 1500

0 14 2000

0 38 2500

0 1 2 3000

18 34 3500

18 1 1 8 4000

14 1 38 4500

14 1 12 4725

Test No2

lift

0

38

38

38

1 2

12

12

12

34

Test NO 3

deflection load lift deflection

0 1000 0 0

14 1500 18 0

38 2000 18 18

12 2500 18 14

34 3000 18 12

1 18 3500 1 4 58

1 1 2 4000 14 78

1 34 4500 14 1

2 14 4725 38 1 38

TRI-$lr~lf1E TESTING SERVICES INC

February 3 2003 Report No LO-27241-5

Oliver Technologies PO Box 9 Hohenwald TN 38462 T lephollc (93 I) 796-4555 Fax (931) 796-88 J I

Subject Destructive Test Certification - State of Texas

Item Description ModelOTMSP2P (I J Stabilizer Plate)

Test Date January 27 2003

Mr Oliver - We have concluded test ing on the above referenced item

Model OTMSP2P was tested per requirements set forth by the State of Texas Division of Manufactured Housing- Texas Department of Housing and Community Affairs

This report depicts item tested model number and type of test utilized to achive qualification and certification

The test method utilized (Tensile Strength Test) was based on the item that was being evaluated

Item Evaluated OTMSP2P - Stabilizer Plate

Material Type - A36 Coating Type - Black Paint

The follOving page wil l show results of testing on the above item

Ifwe can answer any questions concerning this rep0I1 please let me know

Sincerely Tri-Stoe jstinlservices Inc

_rjl ~~---__ Will Jackson - Assistant Manager

-------~-

- -

Tri-State Testing Services

Oliver Technologies LO 27241 - 5 February 3 2003

Laboratory Destructive Test Data - OTMSP2P

Width I- hi cknes~ Area Yield Point

Breaking Load

Yield Strength

Tensile IStrength

0458 0 131 0 6 2850 3800 47900 63 333

TRI - ~~t ~iiE T ESTING SERVICES IN

~~----------~( OTMSP2P - STABILIZING PLATE

L STAMP PART - OTMSP2P _ _

l--~---------------~ ----------------J 1 00

I - - - ~I1100

1- -550 - 4 r 316 HOLE

- -- --- -- --- -- -~ t-I--- --- - ---- -d1 A l

I

800

1000

Indentation 0750 J--- wide shy 0250 deep0 75 middotmiddot -~ from front surface

A

200

T T

PARTS LIST (

ITEM QTY PARTIS) MATERIAL DESCRIPTION

STABILIZER PLATE ASTM A36middot M1020 10 GaO13S+ middot 0010

r=l

~ 3116bend radius

~

NOTES

FI NISH OTMSP2P - RUST RESISTANT BLACK PAINT OLIVER T ECH NOL OGIES 0 s~ ACIlIK PO SO( 0 Hpt~ l ld lCfW1-tt ~o

Tt- lirt-It 1 llti st - t n j ~h middot ~ F ~ I ~JIHI6 middot 8511OTMSP2G - GALVANIZED SC ALE DRAWN BY PART NO

ALL DIMENSIONS + or - 0030 NOnG SCALE SLM 8-18-08 OTMSP2P

Some deformati on on indentation allowed DESCRIPTIONSHEET IMATERiAl

1 OF 1 SEE TABLE Ground Stabilizer Plate

~ CJLIIEtF=

INSTALLATI ON INSTRUCTIONS OTI AUGE R ANCHOR

le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI

FIG 1 FI G2 FIG3 FIG -1 FI G5

ottach anchor to rnachine (two person operation) Place mchor in proper P O S I[I (1I 1 III li ne INith the strap

2 In sta ll th e anc hor into the y ound leaving 14 - 16 of tl10 rod rxpoced (Fi e 1)

J F) IltiC(~ t tl e SI i1 biltz ing p la te in front of th e sha ft in the dilGclion of pull iIN l Y ~~ fPmove vegeta t ion under the tob tl lzmg platc (FIG 2)

~ Dr ive th e s tabiliz ing pl a te into the ground (FIG 3)

1 The anchor i Ih N I lUlncd into the ground to a point where tile bottom of the tE n on he) is a t or sl i9 1itly IJ lovY ~Jround leveL Engineered te aIow ground ancrlOr to be insta lle d a t a sl ight back angle of 10 degrees (FIG 4)

6 Use Ga lvmi zed Str apping page for IflstJllatlon in stru ct ion s for proper tPn sioni ng on anchor il1 1d s ta bl lr ~ 81 plate (fl J 5)

IMPORTANT NOTES

bull Anc hor~ must be app rove d by tile (-]utllority lewi ng J lI ri ~)diction

Q AncrlOr rn us t bf inst a ll e d in the correc t soil lypes (c lasses 2-3-4)

bull W hen ttl rod is ins l lied vc~tic31Iy with no stabilizer p late til e ma )middotim Unl allowable wor king load 011 a s ing le verlica t tie is 3150 Ibs

bull Wilen the anchor rod is instCllled verticZllly vvith ~l n OTMSP2 P stabil ize r pla te th mltl x im um allowable workin g loa d on a single vert ical t ie (or the maxImum allo a Ie working resulta nt loa ci d two ti e s) is 3150 Ills between 45 anej 90 degrees fr o n) IWr iz o nta f

PAGE J 11 1

OTI ANCHOR HELIX amp ANCHOR HEAD IN HOUSE TEST PROCEDURE

TEST PROCEDURE

1) A RANDOMLY SELECTED ANCHOR IS REMOVED FROM FINISHED GOODS 2) ASSEMBLY IS PERFORMED USING APPROVED MATERIALS

A STATE APPROVED ANCHOR B A MANUFACTURED STRAP OR CABLE

C APPROVED SPLIT BOLT

3) THE OTi ANCHOR WILL BE PLA CED INTO A TEST RIG (SEE A ITA CHED DRA WINGS) 4) THE ANCHOR WILL BE ATTACHED TO STRAP AND OR CABLE AND THE TESTING RIG 5) LOAD PRESSURE WILL BE APPLIED VIA HYDRALIC JA CK AND MEASURED TO THE POINT

OF FAILURE WITH A CALIBRATED LOAD CELL 6) THIS TEST WILL BE RECORDED AND LOGGED ON REGULAR BASIS

NOTE THIS TEST PROCEDURE WILL APPLY TO THE FOLLOWING ANCHORS

(1) OTCAWP (2) OT3044BP (3) OT36CDP (4) OTCADP (5) OTMSP2P (6) OTCAP1

QUALITY CONTROL

------------------ ---- -

Nondestructive Testing Specialist

Certification Report for OTMSP2P

Certification Report Number LO-FJ90150-B

Produced By Oliver Technologies Inc

467 Swan Avenue

PO Box 9

Hohenwald Tn 38462

Phone (931) 796-4555

Fax (931) 796-8811

Issue Date January 102013

Expiration Date January 10 2023

AITLLC certifies that Model OTMSP2P conforms to Federal Manufactured Home Construction

and Safety Standards (24 CFR Part 3280) which has been adopted by the Texas Department

of Housing and Community Affairs

Please be advised thatthis product may not be installed within 1500 feet of a coastline

~~~~ifHTechnologies Inc authorizes the Texas Department of Housing and to reproduce this report as it deems necessary

1Qu ~OF HouSING AND CoMMUHm amp

Manufactured Housing Division --

Glenn R Ha our Jr PE ANd Stabilldq n t SshyTN 00106410 poundN J _ or-- --ruecYe cgt Ir 11 0 ( J

Approval is subilaquot 10 applicablc IaWI and naIes Md an approvallcUcr ofeven dato

-

Will Jackson

Assistant Manager

5101 Wilfong Road Memphis TN 38134 Phone 901-373 -6992 Fax 901-373-5825

~ I - J~ ~

co


i

Th

i I

i I

l i

II

I

Ma ch 152013


I i


Evl ce SubmtmKJ Ii



I I




I



i




ii

G S ERVICES I N C












TEST W ITNESSED BY


2 Mr Ray Tucker PE










load

1000

1500

2000

2500

3000

3500

4000

4500

4725

Total Load

Total Lift

Total Defl

Results

Test No 1


0 0 1000

0 18 1500

0 14 2000

0 38 2500

0 1 2 3000

18 34 3500

18 1 1 8 4000

14 1 38 4500

14 1 12 4725

Test No2

lift

0

38

38

38

1 2

12

12

12

34

Test NO 3


0 1000 0 0

14 1500 18 0

38 2000 18 18

12 2500 18 14

34 3000 18 12

1 18 3500 1 4 58

1 1 2 4000 14 78

1 34 4500 14 1

2 14 4725 38 1 38

















-------~-

- -





Breaking Load

Yield Strength

Tensile IStrength

0458 0 131 0 6 2850 3800 47900 63 333




l--~---------------~ ----------------J 1 00

I - - - ~I1100

1- -550 - 4 r 316 HOLE

- -- --- -- --- -- -~ t-I--- --- - ---- -d1 A l

I

800

1000


A

200

T T

PARTS LIST (



r=l

~ 3116bend radius

~

NOTES






~ CJLIIEtF=


le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI








IMPORTANT NOTES





PAGE J 11 1


TEST PROCEDURE








QUALITY CONTROL

co


i

Th

i I

i I

l i

II

I

Ma ch 152013


I i


Evl ce SubmtmKJ Ii



I I




I



i




ii

G S ERVICES I N C












TEST W ITNESSED BY


2 Mr Ray Tucker PE










load

1000

1500

2000

2500

3000

3500

4000

4500

4725

Total Load

Total Lift

Total Defl

Results

Test No 1


0 0 1000

0 18 1500

0 14 2000

0 38 2500

0 1 2 3000

18 34 3500

18 1 1 8 4000

14 1 38 4500

14 1 12 4725

Test No2

lift

0

38

38

38

1 2

12

12

12

34

Test NO 3


0 1000 0 0

14 1500 18 0

38 2000 18 18

12 2500 18 14

34 3000 18 12

1 18 3500 1 4 58

1 1 2 4000 14 78

1 34 4500 14 1

2 14 4725 38 1 38

















-------~-

- -





Breaking Load

Yield Strength

Tensile IStrength

0458 0 131 0 6 2850 3800 47900 63 333




l--~---------------~ ----------------J 1 00

I - - - ~I1100

1- -550 - 4 r 316 HOLE

- -- --- -- --- -- -~ t-I--- --- - ---- -d1 A l

I

800

1000


A

200

T T

PARTS LIST (



r=l

~ 3116bend radius

~

NOTES






~ CJLIIEtF=


le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI








IMPORTANT NOTES





PAGE J 11 1


TEST PROCEDURE








QUALITY CONTROL

G S ERVICES I N C












TEST W ITNESSED BY


2 Mr Ray Tucker PE










load

1000

1500

2000

2500

3000

3500

4000

4500

4725

Total Load

Total Lift

Total Defl

Results

Test No 1


0 0 1000

0 18 1500

0 14 2000

0 38 2500

0 1 2 3000

18 34 3500

18 1 1 8 4000

14 1 38 4500

14 1 12 4725

Test No2

lift

0

38

38

38

1 2

12

12

12

34

Test NO 3


0 1000 0 0

14 1500 18 0

38 2000 18 18

12 2500 18 14

34 3000 18 12

1 18 3500 1 4 58

1 1 2 4000 14 78

1 34 4500 14 1

2 14 4725 38 1 38

















-------~-

- -





Breaking Load

Yield Strength

Tensile IStrength

0458 0 131 0 6 2850 3800 47900 63 333




l--~---------------~ ----------------J 1 00

I - - - ~I1100

1- -550 - 4 r 316 HOLE

- -- --- -- --- -- -~ t-I--- --- - ---- -d1 A l

I

800

1000


A

200

T T

PARTS LIST (



r=l

~ 3116bend radius

~

NOTES






~ CJLIIEtF=


le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI








IMPORTANT NOTES





PAGE J 11 1


TEST PROCEDURE








QUALITY CONTROL






load

1000

1500

2000

2500

3000

3500

4000

4500

4725

Total Load

Total Lift

Total Defl

Results

Test No 1


0 0 1000

0 18 1500

0 14 2000

0 38 2500

0 1 2 3000

18 34 3500

18 1 1 8 4000

14 1 38 4500

14 1 12 4725

Test No2

lift

0

38

38

38

1 2

12

12

12

34

Test NO 3


0 1000 0 0

14 1500 18 0

38 2000 18 18

12 2500 18 14

34 3000 18 12

1 18 3500 1 4 58

1 1 2 4000 14 78

1 34 4500 14 1

2 14 4725 38 1 38

















-------~-

- -





Breaking Load

Yield Strength

Tensile IStrength

0458 0 131 0 6 2850 3800 47900 63 333




l--~---------------~ ----------------J 1 00

I - - - ~I1100

1- -550 - 4 r 316 HOLE

- -- --- -- --- -- -~ t-I--- --- - ---- -d1 A l

I

800

1000


A

200

T T

PARTS LIST (



r=l

~ 3116bend radius

~

NOTES






~ CJLIIEtF=


le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI








IMPORTANT NOTES





PAGE J 11 1


TEST PROCEDURE








QUALITY CONTROL
















-------~-

- -





Breaking Load

Yield Strength

Tensile IStrength

0458 0 131 0 6 2850 3800 47900 63 333




l--~---------------~ ----------------J 1 00

I - - - ~I1100

1- -550 - 4 r 316 HOLE

- -- --- -- --- -- -~ t-I--- --- - ---- -d1 A l

I

800

1000


A

200

T T

PARTS LIST (



r=l

~ 3116bend radius

~

NOTES






~ CJLIIEtF=


le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI








IMPORTANT NOTES





PAGE J 11 1


TEST PROCEDURE








QUALITY CONTROL





Breaking Load

Yield Strength

Tensile IStrength

0458 0 131 0 6 2850 3800 47900 63 333




l--~---------------~ ----------------J 1 00

I - - - ~I1100

1- -550 - 4 r 316 HOLE

- -- --- -- --- -- -~ t-I--- --- - ---- -d1 A l

I

800

1000


A

200

T T

PARTS LIST (



r=l

~ 3116bend radius

~

NOTES






~ CJLIIEtF=


le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI








IMPORTANT NOTES





PAGE J 11 1


TEST PROCEDURE








QUALITY CONTROL



l--~---------------~ ----------------J 1 00

I - - - ~I1100

1- -550 - 4 r 316 HOLE

- -- --- -- --- -- -~ t-I--- --- - ---- -d1 A l

I

800

1000


A

200

T T

PARTS LIST (



r=l

~ 3116bend radius

~

NOTES






~ CJLIIEtF=


le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI








IMPORTANT NOTES





PAGE J 11 1


TEST PROCEDURE








QUALITY CONTROL

~ CJLIIEtF=


le1 1 ~y--~- --(li I I

I I I ~~_ Il

I I I

cjq middotlpI








IMPORTANT NOTES





PAGE J 11 1


TEST PROCEDURE








QUALITY CONTROL


TEST PROCEDURE








QUALITY CONTROL

Documents

!/l~ - Oliver Technologies Approvals/AIT... · 2013-10-28 · The load, uplift and deflection were recorded at each step or hold point. A . ... Test No. 1 lift deflection load 0 0