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HomeMy WebLinkAbout20-1296 v rcrrtiuirr City Of Zephyrhilis PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 )BILEHOME-001296-20 Phone: (813)780-0020 ;y Fax: (813)780-0021 Issue Date: 01/2712021 Permit Type: Mobile Home Property Number Street Address 34 25 210180 00000 3270 37609 Corey Lewis Avenue Owner Information Permit Information Contractor Information Name: JAMES&KELLY MEEK Permit Type:Mobile Home Contractor: HI TECH CONSTRUCTION Class of Work:Mobile Home New SERVICES INC Address: 7782 Lower Gateway Loop UNIT Building Valuation:$182,000.00 222�8a�n F Electrical Valuation: Phone: $§r ii 122 32827 Mechanical Valuation: Plumbing Valuation: �} Total Valuation:$182,12.82 00.00 Total Fees:d:$7,912. Amount Paid:$7,912.82 /I Date Paid:1/27/2021 2:37:OOPM Project Description INSTALLATION NEW MOBILE HOME 1,344 SQ FT-GRAND HORIZON Application Fees Irrigation Connect Fee $175.00 Mobile Home-Plumbing Fee $45.00 Mobile Horn&/Park Model/RV Setup Fee $65.00 Mobile Home Water Connection Fee $505.00 Public Safety Impact Fee-Admin $26.35 3/4 Water Meter Fee(Calc) $732.71 Transportation Impact Fee-Mobile Home Park $3,632.00 Mobile Home-Electrical Fee $45.00 Mobile Home-Mechanical Fee $45.00 Transportation Impact Fee-City $36.32 Irrigation 3/4 Meter(Calc) $732.71 Park Impact Fee-Mobile Home $573.73 Public Safety Impact Fee-Police $254.00 Mobile Home Sewer Connection Fee $1,045.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. F 111 Q L,(*-N, CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 4 2 _ PASCO COUNTY, FLORIDA _ Permit No. �// Date Permitted 2- ~Builder Name/Owner Name gft �N°L'� L�+ ►� < 1 Control#' County Parcel No. JL1 2-v 2/4 f 8 0 0d0D 03-2 70 SubDiv: Address/Location 3 7 1 Of Corey IQ4, AV, ClassIflcationlrype of Use m dk,l ! TRANSPORTATION IMPACT FEE Rate: Sq.Ft Unit: _ Exempt ❑Yes ❑ No How Determined Impact Fee Amount $. l 37i• Zone No. TAZ: SCHOOL IMPACT FEE Account (056) Single-Family Detached House Amount $ (057) Mobile Home (058) Other Residential 123) Collection Fee Exempt � Yes ❑ No How Determined 4 4. PARKS AND RECREATION FEE' Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation•Total Zone TOTAL AMOUNT y,. Exempt ❑Yes ❑ No How Determined LIBRARY FEE Land Accounf Land Credit Land Total Facility Account Facility Credit Facility Total Exempt ❑Yes ❑ No How Determined Total Amount RESOURCE FEE ERU TOTAL AMOUNT Prepared By Checked By NO CERTIFICATE OF OCCUPANCY-WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE BEEN;PAID AND RECEIPTED FOR.BY A CENTRAL PERMITTING OFFICE-OF PASCO COUNTY Acknowledgement below does not Imply acceptance of concurrence,but simply recelpt of a copy of this form,placing the building permit owner.on notice of this assessment and the conditions of payment for some. DATE RECEIVED BY RECEIPT NO. DATE BY IN VTR#2021009849 OR BK 10259 PG 983 Page 1 of 1 01/15/2021 11:16AM RcpT.2249637, Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF CO MFNCEMENT ty Slc!a of_. 1__.._.—��`4. —._�_—____—. G3:Irry n!• 1 ._�__.__� __._.. _.—___._._.__..,__._......._ 7i1E UNOER5tGJJC•O hrmby glvcao rwwrr.ti:at impravemenl mit be made io miain real Pm.jty,art:h axdiderfca With C cgtar 713,F!Ort °.9htlra, tho follov%ing cltoruotien!a rr:n:dad in ttts knii;-.e of Cont:n^ Lion- f. !Jc.ctip:fur:,^.CP:vP•-1y:Pwrr We.ntih:ationtJc, street Addracs:_,_„S 1 J�`• 1. ..J,_`:�':r`5.....__ ....— ..----_— —•-- ?. Galaral DawlPli of 3, OWner lniminallon tv Lessee mtatmaUon if thb Lessee cdntnx?vd for the ..... i.. a�M lam''�. �.•�+�,LLa�`—i t`�' __—_ ��t,..�Y.S Ii��� lnle,8st 4l Prop ley! ='��� / ------.__. -^+----- —.__ Namn Of Fea Siw*lr.Ti lehc!der; •- (tl d tarEnl from Ov re,!iHrd ebn ) Address �C',.., 5�,t� CtY__..._......__ .--...—. :a+r, 4. Contra, (��r{7.�r 1+ ]_— - C.tiY�_.._�. •..__— _ �_._ Addieas .. Contmoces Tdop one No,: '__.__-_----•'_-__Y._w— riArne Arnalntot Bond;S ._ Tefepi`on0 Na.1 o. Lender. Nnr;iN Add,ess City 7. Persil's WI!J:tl:n-Stwe of Flodlfa desl�nawd L•7 ta3 comr wd=wi om ncticts or^,ti,*r�a�uawn!x may o^se,ved ae olnvdsd by Section 713.'^!1)ial:r•1`106r,'n•3mlowa• Addnw3 CP.y Slate... Tele«hcna N,,a:o;r al Oe;tpnatue parson:—_••— ___�• ,_ _,� _ tl. n on to himcait,d`o O1v18f drls'anatea _�,•' ltk L•-��,�' __�_. •nt �+^�'J�_ ~� � '.to rece:va a copy Of Me L:anors Not!se as Graview in S'e+".an 111.13o 9w.FicrdN S:aWles. 't'claPhone N,Tflbe:M Person or Entity Oesfgns:ea by Ovr,,ef: B. Eg 4f.0 .data of tdodre of Cornmer:00nlem ible ez;irntien Ja(N rney,xf,ily inN.rr.tha c;:nplr_rt,:m v!cnsh+,,ch3n end dnai uaymant to the ConbdtAa.IMI will be one war frem the&Is-of racordw,7 unless a dKerent d01_is spoc;%dt:�- WARNING TO OWNER: ANY PAYMENTS WIjE BY THE OWNER AFTER THE SXPiHATiON OF Ti IE NOTICE OF C3NVA:NCFME.V ARF• CONSIGcNF_O IMPROPER PAYMENTS L'NDc-R CRAPTER'13. PART• SECTION 713.1., FiOi?LIP• STATUTES AND CAN 11MULT IN YOUR PAYING TWICE FOR PAPROVDAENf.S TO YOUR PROPERTY. A NOTICE OF COMM et"CEME0 MUST BC RECOROEO A14D POSTED ON THE.10a S,7E BEFORE,riE FIRST INSPECTION. !T-YOU!N,FNO TO OBTAIN FINAWMN3.CONSOLT WITH YOUR f FNn2R OR AtJ ATTORNFY BEr-ORF_C(M1M;hfCIN3 WORM OR RECORDING YCUR NOTIr-a OF COW,--NCEM NT. LJ.•lder t deuve that I na•re mad t!)1 b1m91N'V ftwk'If Qvwner—,e Ier(ard thnL 4'ti`ie;f5 siatet lnm'*o are Miz:O(ha or1.91 of my dnoMedpc and bo`'cl. STATE OF%LOR![:D.it: 01A SlgraWM Of O,;nar or:.c--bG.Of&GIM'sW I-N 94 s Authon29d - - OtiiccrtUE,ecta/P�tneaW.anae�r t (7w1�@CS Signa4�ry's 7;1e10ifice ,_J'...M --"-'----.'" - TM forcgaS:g insVdtnen!w,es aC.v:ou'�e4yri1 bulort,me pli; I day of J t•A ,2011 by 1'nn-l•r5 a 7..a!1ker ImMt«.alioma •r`;am for hf,tf cf wyl✓U;:11' +-1 w, e r PoBonally Knotv:i QR Ptosucvd Hent:6CaGaJ�( Nw av s.a.t +•�tatara K •.__ _Tvpe;f IdaseFraaon Produced " S' --- Nl r °` PATRICIA S. REW `Y((Aj�.stia:>=tic 2>h•14; vrydalw(cslnascenommcn^nrrcnt_p�.'.361t3 t� t t; 813-780-0020 Gity of Zephyrh ills-Permit Application Fax-813-7811,0021 Building Department drye vpt C.( C um Date Received one Contact for Permitting In a a Received Owner's N a Owner Phone Number �C Name r". Ownete's Ad e.. Owner Phone Number Simple Fee Sim Is Title Ider Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT# SUBDIVISION PARCEL to# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT IJ SIGN = DEMOLISH INSTALL REPAIR 15 PROPOSED USE SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME u STEEL 11Y ln�z DESCRIPTION OF WORK Ll BUILDING SIZE A—I SQ FOOTAGE HEIGHT C X-1vic 11 VX79:T-4uxx X'X lux 1EIr1r1r_IV r'k CAEV'X X-X'C'X XAVIX"'VIVAU X*X JE C'IE-X C1 VX Ir-Irfrx-ricirx-ri ��BUILDING VALUATION OF TOTAL CONSTRUCTION ELECTRICAL 1$ OLDAMP SERVICE PROGRESS ENERGY W.R.E.C. E-21PLUMBING 1$ [:2 MECHAMCAL VALUATION OF MECHANICAL INSTALLATION =GAS 1 J I ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY F-9777F-cii 6�,wsviAxiiaimi :r:lvc - SIGNATURE REGISTERED Y/N FEE CURREN L� N Address ZOE License# 1:r14 L/j07-S-1-3 7 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I YIN Address I License# 1 EC-60vtFG3 PLUMBER COMPANY t& Ccyq5-r(.),T-'0I4 SIGNATURE REGISTERED YIN FEE CURREN Y/N Address License# OZ5 MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN LILN_j Address I License# F_C c i o i Z,R OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Address License# F_ RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&I dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. -- --- - --- --- - --- -- - --- - - - - --- - -- -- -- -- ----- --- ---- - -- --- Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/SurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrliills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,1 promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117�.0))' OWNER GE [„/ �'t ""�^ �"� CONTRACTOR Sugscrlbed n sworn o(or affirm d)Before me this Subs ri d and sworn to or affirmed bef me this d�L LS r Zy� y �/2 �S7'�2,/rt�L� Q-, 2d by (�fF 2L Who i tare personally known to me or has/have produced Who is/are personally known to me or has/have produced .4, rDMt�R5 as identification. ��.�/Lc t/ as identification. L t"—k "(I I o Notary Public lak-e� J/&co Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped ,Agopu% PATRICIA S.REW MY COMMISSION 9 GG258443 aavrt� PATRICIA S. RE W + ° EXPIRES:September 13,2022 f°r�@�MY COMMISSION r GG258443 g �e�0 EXPIRES:September 13 2022 o~ 12U7/2020 34-25-21-018O-0UOOO-327O|Pasco County Property Appraiser Parcel ID 34-25-21-0180-00000-3270 (Card: 1 of 1) Classification 00000-Vacant Mailing Address Property Value 7782 LOWER GATEWAY LOOP Land $26,419 UNIT 2228 Building $o Physical Address LegAl_DescriptLion (First 200 characters) Non-School Taxable Value $26,419 See Plat for this Subdivision School District Taxable Value $26,419 GRAND HORIZONS - PHASE FOUR PB Jurisdiction CITY OF ZEPHYRHILLS Land Detail (Card: 1 of 1) g:,Units,,. 'Price Condition Value Additional Land Information Acres Tax Area FEMA Code Neighborhood Code(s) Building Information (Card: I of 1) Unimproved Parcel Extra Features (Card: I of 1) Lin e Code :Description ,,Year Units Value No Extra Features Sales History Previous Owner: GRAND HORIZON HOMES LLC Month/Year Book/Page Type DOR Code Condition Amount 25o4O 8n08nUU327O 1U BLOCK AND TIE DOWN for x j5 J J L4 I , En JE E TA � M t4a E�l ItL , E13- E NOTE: Base Pads are 17" x 25" set rim " O/C due to 4rCVPSI Soil Test NnTE• Perimeter Pads are 16" x 16" set as shown NOTE: Using Oliver Technology V-Brace System 1101-V; Note using system requires only 3150 LB anchors (48" long) NOTE: Sidewall Anchors are a max of 5'5"; if a host beam is present, 4' OK �emend = 17" x 25" Base Pads LL Wp,�s COL), F `��'�LL = 16"x 16" Base Pads�� CB �M�G � = 3150 LB Anchors RD/44,vC�S lJp� � co®'e, ReV,l/(/N, = Centerline Tiedowns 1Q�V� = Oliver Technology V-Brace System 1101-V Q/Tl'(�fi z)' {j`�J PASCO COUNTY Receipt Date: 04/11/2016 BUILDING CONSTRUCTION SERVICES Receipt Number: 2024354 PAS 8731 Citizens Drive COUNTY PLORIDA Suite 230 OPEN SPACES.Vme*vvrPincPs. New Port Richey, FL 34654 727-847-8126 ** NOT A PERMIT ** Paid By Check# CC Auth# Cashier ID Workstation Cash JDAWSON BCCCP54W Fee Description Amount Paid Impact Fee Residential Solid Waste Single Family 40.30 Total Payments: $40.30 Payor Address Phone Bay Manufactured Homes 10916 N Nebraska Ave 8133096571 Tampa Comments: ����� 3425210180000003270 While you will be paying your bill with Pasco County Building Construction Services,the full amount of the credit card or a-check fees,NOT shown above,is collected by First Billing payment services. myreports/reports//PASCOPROD/PASCO/Customer Receipt v9frpt Print Date: 02/25/2021 Page 1 of 1 . . . . Jacqueline From: ]ecqmelineBooes Sent: Monday, March 1S. 2O212t12PN| To: Duke Energy 0lohdanmunicipa|ides@duke-energy.conA Subject: request power release city of zephyrhiUs Hello, Jackie,6ty of Zephyrhills building dept request power release for the address 37609 Corey Lewis Ave bp#1296 permanent power.Acknowledgment of this email will be indication that the release was given and become part mfthe permit file. Thanhyou Jackie Boges 813-780-0020ext3513 "A m|a|have had for years is:0o treat the Lund Jesus Christ as e personal friend. His is not nreed,a mere dnotrinn,but it is He Himself wmhawa.^Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc' and delete immediately. Bay Homes -Meek Residence Drawn: 10/29/2020 By: Martina Vega IT-51t2` Bedroom 82 Master Bedroom I [1}l Living Room Bath c - . _} ��= !MP 2483A r 'x R, it (5 J —1 fs-7r/ t Parch i Z='d Bam�2 i HM a ,•° .c —Y= Dining Room `- .. Hitch Side l• i§! ^^m+^•^a. Kitchen I l Viz} 3 t] a o..,�., Oki (» y t o — o a s•sur__ Z. rz^ —s•1 — I r-B '� s'-I Irz°. -Io-sue^--- i — -1 Host Beam Side _ This is a rendering. All sizes are approximate. Build as Shown Date Subject to review by Engineering Department. V y". xy- rFF;O e-,L-- C I i C.`;:.I~: C,U E ru X ns e 11 c• e L,S e Q e T1 ;z r p. Ic i, in Pocket Penetrometer Test `rer,uired if --e,-;;zr:rc, �-ea"inc C.r E a er 17 an X lcS A Tc­Stif'jg n'iethod i. T e,-f i I a I he perimeter of the proposed home site t 6 locations as shown. 3. Using -Is, use the lov�,est reading and round down to that increrrient sing 500 psf increment jszxv A" x x-i-no /,. Tf'-,,e result of fine penetrometer test is /Sao P.*-S-T, X�^'X.'<XXXXk'>.'X>,,,�xxxxxxxxxx x xxxxx--xxx XXIVXXX-X)(X,^,XXXXXXXI/IVXX"jxlxxxxxxxxxxxXX^,X'�,:IXXX xxxxXXxx'x-.Ky,*y ;be j't?cf frequired F1 using anchors less thar 5 fc-ef) I]ar-P 7:! ---2 i------- .5 to--Ot anchors must be used. .3; state-approved lateral afm 'systern is 'e';--g used and ft anchors are a; a, sidev/alf locat'jons. I understand that 5 ft anchors are requirec; at' all cente,rlirle 'tie poinIS, v,iheie ih,,-- torcL test result is 275 inch pounds or les's and where the mobile home manufacturer requires inch is vv i i 1- minimum 4,000 lb holding C2p@Cj1(Y, ,XXXX/XXX...^ decree that I have personally performed the test(,) contained h. rein and that the repottedar,� tNue and accurate, Date tested (;2-- i i _ r'.. Yam,•-,...-. - 1" 3!16" X .25 3 �1G" p ER FOOTER SPACINGS* MIN. 43 7/8 S9.1N) BEAI\Al PIER SPACING j FLOOR MAXIMUM PIER SPACING (SOI'L. BEARING CAPACITY) i WIC I h 1000 (PSF) 1500 (PSF 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- ! 70 1/2", I10 1'/2" SEE NOTE #4 SEE NOTE #4' ! SEE 1407E A4. SEE NOTE x4 144" WIDE FLOOR- 59-1/2" 03,1/2" SEE NOTE J4 SEE NOTE, 4 SE£ NOTE 1 SEE NOTE ; I [T60'% WIDE FI f10R.= ( fi SEE NOTE.�4 iiSEE NOTE^#4 SEE.NOTE r4 i 102"., SEE NOTE y4 SEE NOTE. #4 SEE NOTE �'4.- S:TIN.'PIER CAPACITY 3004 LBS. 4507'LBS. 8009 LBS. 7511 LBS. 9013 L85. 10,516. LEdS. 24" X 24" PIER FOOTER SPACINGS* (MIN. .576 S0.IN) ---_—_ MAXIMUM I—BEAM . PIER SPACING �— r_ i7OR MAXIMUM PIER SPACING- (50( .BE,^—;RING -CAPACI_TY 1000 (PSF) 1500 .(PSF) -2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (P4:-)� (' IM (!D "FLOOR•• 95 1/2" SEE NOTE .4 SEE NOTE /l4. . I SE£ NOTE /(4 ( SEE NOTE 14 SEE (NOTE p4 1 i 144 WIDE FLOOR— ! 81" SEE NOTE #4 SEE NOTE #4 � SEE NOTE #4 � SEE NOTE r'4- i SEE NOTE I� 160" WIDE FLOOR- 7 74" _ 115" SEE NOTE #4 ( SEE NOTE #4 SEE 140TE n4. SEE NOTE � — 184" WIDE FLOOR" 65" i01" SEE NOTE #4 SEE NOTE p4 SEE NOTE d4 5EE.l4UTc" �4 1 MiN, Pi:R CAPACITY 4000 LES 6000 LBS, 8000 LBS. 10;000 LBS. 12,000 LES. ITCOG LSS. NOTE: UNIT WIDTHS W!,'H — INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM, FOR TYPICAL PIERS SEE PAGE SU-01-0021 I „x....,..,..-,-.,.ss..•,..,,-„�.,�. �.,, ...• ate. �•,, _,. ,•o.ax��s�_-." � I " �. d t' P EN ,DV, i`.;: ''' DnAEP. 1 PPF.OVhL: LlcllI PRE-,A.BRICATED PIER, PADS MAY 8E USED AS AN AL?EPNAT[ TO THE Ca"CRETE P FOOTINGS SPECIFIED 114 THE JACOBSEN HOMES SET-UP MANUAL. ' q4' A:L�• I:I _ �1r_ ja,G3- ( � ��;' $ i in PRE-FABRICATED PIER PADS ARE TO BE 11+S1ALLE0 PER THE %PPROVED BY' d MAttl)Fll'UP,ERS INSTALLATION INSTRUCTIONS ANO MEET THE RINImliv ! PIE? CkPAC111ES SHG�N A6Cbf. Tap ' r£ _. A'_L OT:iEP,REOUIREPENTS ARE TO B ADHERED AS SPEC T �' :1 =' 1` !'A " j 4w(�l = E "E.! t0 SPECIFIED L`� HE ""=ScN •.- �';, ,•• �, h.z, CF:ES I17STALL +lON INSTRUCTIONS. Fjj k ''• ,t-' s t E4 ti k PIER SPACING 8' FOR U1+ITS WIN 5_! S ! C' `f, }~` r -EEAM_ !0'FOP, Ul+li_ 'A4?H t;• F, ''• � 'vs.'`• � N S 2 I-BIAMS (24" MAX. FROM ENDS). !f��t �/;Imo. ��r';•6,�r .,�..�m.."...s-�:,se•a,.xror_.�.,.�,-�,�:..-.,....-�,.,-__a._--..,,•,,,._.-r_�. -_.�,<m-.�..:_._.�-A:t-:.-.�-_=,;4�T'11.3+.,•-::,��>>i-s �-.,-'•_,:�-"=pia.=.`:f�.(,:�'�,fi'_r�:.�,`L-'=1;4_-s..:�_. 6 ti v sT NOTICE: REV. ?EiE ?'_il �i li .4( -. l i(} :!1 Q I r-.E�: r-Ecl:lcn,lc;,s a-c' .;vacs neE L.Iri.i. _ — ���12-01 j t •4 �"� T('-!� s •1# P hRY,T!,v^ FI_.,t nr� IL,_Jt: t_..J I 7 C DRAUit{V'+ VOEl IALS e. J;CCBSE+ Nhnu..+tr1 Iwc P.O. BOX 1,115 ( ec_. 5:'Cr. 4:.t:-�:.aL,�ae.�C::T: e;: PPE-FASP. 17 X 25 y 24°' FIER FAL, _PACiNG I�• ` 1 �:,' I ,. =T f (+A nrR Fi;,f it.•i 3,�„F=.. I-� ' StcNIii PIr,vPLPFCS'S n10 uuV�_ IC G.k111 +; r+Ul•IEu�: 1 L :Ci11AL.u0 ^ i-ERL � `-- S�i-�i'nI�--JPHONE (B13) 726-1138 -•-I1 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS (FOR SIDEWALL OPENINGS SEE NOTE LOAD SPANS SOIL BEARING CAPACITY PSF 8'—12' 12'—16' 16'—2 0' 20'-24' 24'-28' 28'-32' 1000 390 sq. in. 494 sq. in. 597 sq.'in. 701 sq. in. 805 sq. in. 908 sq, in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq, in. 2000 195 sq. in. 247 sq. in, 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in, 239 sq. in. 280 sq. in. 322 sq. in, 363 sq. in., MIN. PIER CAP. 2708 lbs. 3428 lbs. 4148 lbs. 4868 lbs. 5588 lbs. 6308.lbs.] LOAD SPANS SOIL BEARING 8'—12' 12'—16 16'—2 0' 20'-24' 24'-28' 28'-32' CAPACITY PSF 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq, in. 847 sq. in. 956 sq. 1500 273 sq. in. 346 sq. in. 419 sq, in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq: in. 207 sq, in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq, In CQ MIN. PIER- CAP. 2841 lbs. 3601 1b,, F4361 lbs. 1 5121 Itis. 5881 Itis. 6541 Ibs." SOIL BEARING LOAD SPANS '@ 1) 8'—12' 12'—16' /1 24' 2 0'—2 4' 2 4'—2 8' 28'-32' CAPACITY PSF 1000 428 sq. in. 544 sq. in. fi 74 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq, 16 sq. in. 593 sq-in.- 670. 1�q,. in., OD R75__� - . .. -_ -, sq. -387 sq-in-. 4745'sq. in. 502-so, in, 2000 114-sq. in.- 272 sq. in..- -sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in.,310 sq. in. ,356 sq. in. 402 sq. in. CQ r_MIN, PIER CAP. 2975 lbs 37 5 ibs] 4575 lbs 5375 lbs 6175 ibs 6975 lbs LOAD SPANS @ SOIL BEARING 8'—'12' 12'—16' 16'--2 0' 20'-24' 24'-28' 28'-32' CAPACITY PSF 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 24 sq. in. 412 sq. in. 5011 sq. in. 589 sq. in. 677 sq. in. 766 sq. in, 2000 243 sq. in. 309 sq..in. 375 sq:in. 442 sq. in' 508 sq. in. 574 sq. in. 2500 1 9 4 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in, 459 sq. in, _0 F WNDZONL Ill co (110 WPH) MIN, PIER CAP. 33 IDS 5215 IDS 1 6135 lbs 7055 lbs 7975 lbs ALL EXPO 20 PSF ROOF 10 PSF D.L. NOTES: REF..CAM (D SEE UTAU,_:jL PACE 5U-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL ttitIffill" OPENINGS,VADER THAN 49 INCHES Ell P.OYALS_Tl/ fi, DAPIA APPROvAi-. (D2 SCE FQTILS:, 02 AND @ UNDER TABLE .PACE SO-01-0040, z. .......�.'... APP ROVE BY D DFOR ALL.UNIT WIDTHS,USE I77 sq/'o PIER FOOTER UNDER SIDEWALL CPENINGS THAT :�_ 1 -I'S TO 96 INCHES WOE FOR OPCHINCS 1IiAT ARE 96 INMES 10 1 4 ARE 49 INCI .. No.\STE INCHES,USE 242 %cVn PIER FOOTER UNDER SIDEWALL OPENINGS. 11 (WIN, 10DO PSF'Sal.BEARING REO-D) 910334 OFOR PROPER LOAD SPANS. SEE SU-Q3-OCOI.(*LOAD SPANS*ARE CLEARSPANS: PIER = —0-1 SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY- = * . . INV IF CLEAR&PAN OCCURS ON BOTH SIDES,ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) TAT E 0F I 05 CHECK WITH LOCAL )URIsDICIlOt,1 TO DETERMINE THE SOIL VALUE ON YOUR FEDERAL MANUFACTURED HUAT ATE OR HAVE A SO THE VALUE. OIL BEARING TEST PERFORMED ON YOUR SOIL TO GET C0NSTR1�tjjL1N..ij+DSWEjY STAWDARDS D U 4111ty N IA R I S 93 9 VoTi E: f %7. -1_i1.__V_,Ti7E7 JACOBSEN HOMES T-ESE* SPECIFICATMS AND DRA GS REM. 2_5_9 MICIIIAL PROPRIZT�1111,AND CaIFIDIIIN I DRoING -9-1m. Pj�- S17 A V!0 MATERIALS Of VZORSE14 M kCTUR INC _R FOOTER -INIG C,4,',RT FVcP.O. BOX 358 NC MCV,XAIIEI�AB ARE N01,100 11,Pit, FOR YARP. 'rY�U OPENIN SAFIETY HARBOR. FLORIDA 469r, -W" -- R[rTILIff Fm 91111:5c FLW7 us,Pi DR AWIN C. NU�180L�: PHONE (727) 726-1138 C�CVFTFOITLAL AHO fZM,7 FRU 07,75 C;U—c",—11,10 01 1A j ?XiA!rXx.tilm.!M'= 4,i K, laInvi I ma-tils" LjNmrm GIME OF ALL Ele.�, Qn ML30na al:�cArm rw moemaau-, ,/a�trtg 7 2 OR UORE 46 11Z VANDNS PtERS REQUIRED AT EACH EIVU AND arnvEou EACH OPENING Nil RECEMSSED NW REWRE PIERS SPACED 64' O.r, WAY, (18'OR LESS N DOM) reP.FWEI-LACES ON OVOEWAU OR R4SARL4ME WALL EACH END OF REEXIMED ALREA-Z —HUST REALM NOTE PR61EB BLOMK REMED AT 48*a(l M REFER TO Z-01-m REMO AFW W/SCE BAY REM.PIERS SIAM)64 .0.1L UAL TMW ALM A"UEN TO ALL ENOWALL DAY VANDOM UNLENN SLXMPCWTM FrY A FRAME MEMBER 3 �sp. + ANY WZE nM ANUIUR 3fWWEH AT RIDVMIV-L DR MAnRlAWzE WAU RARDEN UM AT WMWA"OR MALRIUAGE WAU 64'O.L 4AX ---------- 7 CAMNM ALONG OLDEWAU OR MA"bkW WAU (APPLIES TO BATH CABINETS 80'OR GICATER IN LENGTH) (WE K"G VAY EE USED FOR MUM 46 I/f WDOWS) SPEURAL ULDEMN6 NUTE FOR 15'-4- VFW)WIDE Mx8 FLUUIR FoEl--nDrWS UN Kmicu BLOCKNG IS REUJU(WANAGE AND SEMIS) 96"CH MfU VAX SPAICK D,?A tTPROYA-1 Wil UZ W Sn TN'FRST(SMRI 70 9"&OR RMACE'&L)B-rX MTXiM FmM RLCY.S e�''p > 1 I. t-,*.R TrF AM-tMk ULCYNG FMJPa AS FOXATM 9M UST W X W FU PADS W v 2 wTL-a-ooaic Ljl,:a Pum-o xm oR wTA- 8'cFif?'w cy 2xf,xtsr-wo m ir ac.W)&A 3, t PEkS;K N XM'@ W, GfIrEi FMM FU6 Al2m,UATIW LKE IvI -9 20 201 L 0 1 < 3iF1,017 R.M'04C 11, tqf a Tiz'u'arz(mma a s2mkl S,�w aL 41x. V's U39 FTI F-7sx-TER Sr-KF-T VIT Kr NSTXLD WTH KE LX DiE�-OW PA�� Q FWL tZ RUM Ai'!ta 10,D.C. 184'wul 'fr-zi ru ai-ron-Mai AND ?,v., U , 71 PY1,r-5 nsF NR EiOEINJ Ri i N. 1 SA� I"I.--elERENT OF E N (03' -Y E HT TAiLLAIIIASS E:E, FLORIDA 23 9 9-0_5 01 IDI�Kt"N�SCN' February 18, 2000 Mr. Lon Larson, General Manager Manufactured Housing Foundations Systems Incorporated A Division of Oliver T�phnology 562 Glenheather Drive San Marcos, California 92069 Dear Mr. Larson: We wish to acknowledge receipt of ours specifications and test results certifying that your ABS Pads listed below, complies with the rules and regulations set by the Depa-ATment of Highway Safety and-M.otor Vehicles, Florida Administrative Code, Rule I SC-1.01 03., Based in the information submitted-to this Bureau, the following products are listed for Foundation Pad Capacity Chart Pad Fad IdIAXIN PIER LOADS, IN POUNDS � Configuration Area soil'BCtadrig Capacity PSF (Sql.Ft.) 1,000_ 2,000 3,00.0 Rcmasks One Pad 17 5 x 25.5 3.0 3,000 6,000 9,000 .1 :-nd Configuration using(3 1 2 0 U0 figuration usi 6.0 6,000 J 2 000 I X thxee 17.5 'N 25.5" JVOT9"All Pad w'nfig-_uraficnx are approv'edfor-single and double blocked columns. Sing!,, block column rot to exceed 8,000,pounds. S incerely, Phil rgejt, Program N Dw-eau of Nlobile 14oine and RecTeatIOU-1. Vehicle Cons Division of Motor Vehic lies '--eAs-d March 2000 q %% - It;-u 10 ilrolsbgd�—f Pue 4os[ApL,as2old lsuapsonb. 'n aAPII nO� jj Pin L 7!r — ozc,g XVN orcg- cctiv LW f 099 z 9LL'i LILL,I Af;1 X.96';l ;l8up ELL'I SLL,T ozcl:g—XVN =15 co"p, ps,g 099,z Door �osz ow ow oo6il (U-N) klml ti VWLM-�e Pas nm tU: new 'fo lo,f 1();Opl PUU (�OjLv.q CUAko!Hjo auzw;.in&a Qqj 4q suoijulnEw puv s:)pu aqj iq;fm Cfcfmoo 'mopq P;Plsf I Pud S�V-In OS 1127P IS11 pue SuoqL;,og!ozdS I-noKjo Idpoal2spormoure of qslmam I 690Z6 VO 'Somr?w tw,� Z95 A?OfOUq3aj I'aAqOJO UOISIAQ )j yupunog SVt5noH p-unjo.-Jnu-upX 6661 'Z�.jQqLLl;AON 'NOSNNDIC .0 (rd-43 77 r NA.-N D F PAP.T. :1 1 N7 0 B J -W EMCLES GR NY SAFETY AND MOTOR VE T&LUAHASSEE, FL4DIUDA 32399-0:500 I L FRED O,DEC�UNSO, April 2, 2001 Extcu i i v e Dtrtt[or. ldr. Lon Larson, General Manager llanufacturcd Housing Foundation Systems, Inc. A-Division of Oliver Teclinolo gies Post office Box 9 Kobeaviald, Tennessee 38462 I)cax Mr. Larson: We wish to acknowledge receipt of your specifications and test results ceTtifyiug that your anchor products listed below, comply with the rdlcs and regulations set by the-rieparbnent. of Highway Safety and Motbr"Vchicle5, Chapter 15-C1.0103. Based on the info nation submitted to this hureau, the following products are listed for sale and use in Florida; when thr,installation instructions are provided- (Strap and bolt may he --7 . .... .... ........ MODEL# IDENTIFICATION DESCRIPTION OT486A Auger Anchor 5/8"x 48"rod Wsinglr,6" disc/ thickness 0.164" steel, dbl bolt head OT Strapping I 1/4"x0,0399" galvanized flat sapping .6 gel-sq.OT Galvanized Split Bolt 5/9"x3"x5/8-sq. shoulder with hexagon head, standard nat ooal ibicad, shaft saw cut If you have any questions, I can ba reached at (850) 413-7600. Sincerely, 4FIhiJ Bergeh, Program Manager D Ur-,a V.0 1,M 0 b I,I C Home and- Recreational Ve'llicic Construction Division, 04,Motor vehicle,, P :sj-b -D P 511i� A 7 ' 2 _rj 0-,V St2te o' Flor-ida­ "A Dj� kRUNIENT OF 1 "OTOR V EHICLES UGHVVXf SAFETY AND N1 TALLA-HASSEE, FLORIDA 323"-405N FRFE) Ol DTC,KUNSON, Ill April 2, 2001 Mr. Lon Larson, General Manager Manufacwrcd Housing Foundation Systems*, Inc, A Division of Oliver Technolo'gies Post Office Box 9 Hohenwald, Tennesscc 38462 Dear Mr. Larson: We wish to acknowledge receipt of your specif,cations and test results ocrdfying that your ahchor pToducts listed below, comply wkh the rules and regulations set by the ffcp?_-LMeat of Highway Safety and Motor.Vohicles, Chapter 15-Cl.0103. 'ihfo ation submitted to this bureau, the following products2ze Usted for -d on the L 'g Base rm -sale and use in Florida, vihut flit instaLIla6oninstrucdori-s are provided: (Strap and bolt may be d-,,n J_ -a.JJ-Anch-.hv and ors.) MODEL ft II)ENTIFICATION DESCRIPTION OT496B Auger Anchor 3/4"x 48".rad w/singte, 6"disc/ Ucknegs 0.169" steel, dbl bolt head OT Strapping I 1/4'V.0399" galvanized flat siranliing .60 O-z pZ7 Sq. OT -Galvanized Split Bolt 518"x3"x3/8'!sq. shoulder with hexagon head, standard national thread, shaft saw Gut 11'you have any questions, I can be'reached a�t(850) 413-760Q, Bureau of 1\(fobiie 11-10mc and Recreational Vehicle Construction D!v s i c,T, of Jvjo or'Ve Iiic_1 e P R_B: "MSN_Y%` 1<`7'- -S stzt,e of Mcc�rlldRl DERU,-'lv 1NA I-111GYMAY SAVETY ANP TNIOTOR.- VEMCLES TALL ,,AO�S5J�-P,7 FLORIDA-37-399 70500 -March 20, 2-002 ...944 sxzuactsreeC PWI g. ;0= Hohe— elili 4-101-V, you r. 6 compliea Will �'t- the viust be av ladle atda insta" ti tan on.sib. DESCRIPTIO .st isfiqr replace-mient,of lohgimdi.r.at anchors.- �is�qysrim can orily h-e !ngo) -7 Afavpw� i S-Mit i7 7) 623-1346. sincerely, rcgr, Rtlriau of Mo'o;le Home and tatior,�!VEElole C,oasbnac�loa, I-Trcrs•rers:-r,;• eant Con;ec!�r ��r�� T;_ns'{ersc-.rr,t-E•_arn Corrector ji ��• h-Transveae:-.rm �Tran<.vc's=°.rn•, Far, ;c:enc•. I Cament Block 1 _ 7 . 1 CMU-Pier Omitted 1 Omitted I s I LPar Pat ity J D-ConcreteTransverse LPorCl at!ty j ! D-Pan Transverse Connector 1, Connector C-Concrete 5labr 12 7%, tB"Max. ' Footer � '•' C-Ground Panes Anchor Bolts Model#1101 T"V" Model#1101 TC"V" ({ Florida approved 4'ground anchors may be used in all locations except where home manufacturers specifications for sidewall straps are in excess of 4,000 lbs.These locations require a 5'anchor.Per Florida code'. I C=GROUND PAN/CONCRETE FOOTER OR RUNNER D=GROUND PAN/CONCRETE.0 BRACKETS TRANSVERSE CONNECTOR(connects with grade S-1/2"x 2"1/2"ca'rriage.bolt and nut) E=TELESCOPING V BRACE TUBE ASSEMBLY(1.5"TUBE BOTTOM AND 1,25"TUBE INSERT)OR 1.5"TUBE F="'V"BRACE I-BEAM CONNECTOR ASSEMBLY i H=TELESCOPING TRANSVERSE ARM ASSEMBLY - I=TRANSVERSE ARM I-BEAM CONNECTOR(connects with grade 5-1/2"x 2" 1/2"carriage bolt and nut) J=V PAN BRACKET(connects with grade 5- 1/2"x 2"1/2"carriage bolt and nut) QLJj 011. _ 1 1 i t i-Transverse Arm,;-Beam ConoEcLot �~ F-"v"Brace!-Beam H-TransverseArm Connectors �'•-""/ Top(1.25") �/ ! ' Bottom 0.5") „--� Pand 1i8}G�-C°C4 i Part-i 101 I.V-CPCA not shown D Pan Transverse Connector — — - �- ;,v7 Concrete Transverse Bracket r o• r � Cc ncecte V Sr-ct.e' PA tJ Ar n yoi �:.,...� ... n..+.:ayc_.,._.,�-.T'•_-• ,.:,,.->-W>.-:;•So--.x.yy_:+-�.. _ q S L r - at>. 79 "•a .8 ;5 tl, f •v r wcv-i. _ �t aj a_ J X ti Kr 'r - h Tid 36 2 - - iv- - ^�' ;r'pc-_G:"i1 ? t'r;:• �C_ 3,1j_:, i .:, _tfrc,. Axe � ,_,.ERi,.tt' - ,... ,ci.;.,<. R1 MOO) _G•.-� .... .. .. .. ..:;(.. _f>,rS Cf,;:,.._�i-- !:i :•t�'..=x.ii t {3i° -G e." Pads - f- ,: out! v lr tY- i'wy^ 5'4 eL Man, Lxn1•-a 5,00i, ..''E5 S 'he z.cr.. zC.i 4i nvim• j er '?ro•:9 ft,{>^pads an3 to be Walled!18t side d4!'1n,dLb-ad S je 4,p, The 9MWd WWWtits pods 5houja be ieyEod a5 smooth as po5sibie vitth all vagetatiun realaved. Pads to be{)srac-.CfJ On iUliy rnpaf.`:=r; C( uadis,urbed sW%M cw tnc L l line Or otherwise Protected from the efreclts Of frosi.Fcfer to NC 'aCSMNSi 22&1 !E'i t4,i1iiC.rc,i>i,Vl Li'li:{)8 Ciate!'i7L'!tt?d by trte rnsl3tit(8Gt!ired i`10<Ties`+Ni•ttt8tt set-Up ip5iftiC.lOnS or 8riy iOI]cti 6f Sfr..(?COt.:.S. i Ic openrail$bg vg.r]`irle ritii3inq o. r;i,�tt3`,pe side of the i=ads-ma i e filled v iiii sot qr sand after iri.'�`.r^ail-300i1 t.`o Pj_YBiltt an f ur iiT1Li?ailcl? ' i stagnant%tinter the Uad's. ~ _ A DirGl*;.ni penelt omelet`rmay be used to Lie(,_'!n^iine the rictuaaI soli iwai-liig value.•if no soil testing t�gWronient is a ailablw-use an zissurned soil i - I vaiuee ui'i 000 ibs.%square lboi. 5. All pad SiZeS shown at`e nominal dimensions and may vary up to 113'. T Tim maximuan defection in a single'Pad,is 5/8"rrlea5ured froiSl the high-ast poiltt to the lowest point ni the top lace. (INN T i; dual test resurits>yer,,,less p-,ar: "d{Dads we the same When using single stack or double star,;bloci:s. 9. 11e ha it tun;'{oad-at any intermediate Snii value may be.determined as the average of the oe>f love:and.red higharsoii value 91'r is:li e i #mils t>faioai+ 1 Q. if the F.OM6 manufacturer shoevs so{i densities greater then 3000 lbs_Wen using ABS pads,do Pall eYcssd 30(]6 lbs,soi!pier spar.•in4e4 per se up manual, FAD -1 D ARIA '�0 n)} '? �'�' ,•-•--___ y�:53:5i;:,• 1��11x. PAD �- _twritQ{''�..i`�`L•il.'.-_._.w..._:....�-o...l'f1J�wl' ,,. •^-- v x;F.S" i f'155-233hA6 06-i 000 288 so.in. —�_ 2006 lbs. 4000:ibs---- t ��a 00 i'>bs. _:,:: _ t _ �. ;v-i —� 6 s�.in• 25+.; 9bs. e{ SC9 w. 2867{dS, i 8000 Ei3S_ � �No?e`s. - v ---- _ - -- al 2.i' x 21 i%Jb-�.r]%trir�-��-��i�3 i �745 sC�.iTl. �l f-r'•Qi,sl lbs,-- - _ J80, �75 ..__ .. _,'2f'`�y'`%7L _V. •.,..,...._ ...`:__,._...__�_�)3 :t f�id ^D�J v 5�. i b7. _ - '� 9 - t WE- OVA ,s 'j i 5-111 r(t T u i -i .Flv s>J.:. r t3.i' ,.. :,�6 ,�.�.� . i{w � i .>:.� sq. i�,, �78.. 1rrs_ 3•_ 0 _ _ ... i FI�aa n i• ro` d r! t E lil.,i,1R- 1•r. � t:tr:i r a s,z 'ia15-� 6'"� 0� -��lf S _; tar _.-S:. I't'3s. _ t= _ ( •. ., u.. ,> , i IK.i'�t.fr•'1� •..i�, leis. �-- --- -• __ -.. # (u:<al21Y x20' -t1-ijT_05_j007 40u sa.in_ ? 2750 ihs. _gtic'lbs_ 1 5259lbs. `,f�,rw��. x 2 .:_..� '��`} :r;'�' r :�j` r — 6`q;"i.T__ _ 4f115.0�5s_ '_ >800- )s. Boo i 3. - i t. Awy i;r1G fiad :GrAgur<s<¢;1 rnW he L1Ss,d_ o replace c home i�lan:ifa ttliG'f'S(9 ?177n'lt';iC?vd::gil']C to gC'v itCr1 base p?_d. c 6' 'i CIIINi•,it:i to 27 2 5_ -t a. ;`'> i:c. !-1•_ ;��1ls. i �-��' 3i..s.t`iC#''9t3 21. m_d ncit e hKaNd lit thy'Stale ot,a,i.3Srta. e Sate (A 4{� all A83 pad;i shall not ii_^ive more Ella.i 3/8"deflection.See chait beloV:'for(jetzils on COiracl in5iailation 1,nn AJ( bati,2. 1�Vr 1.r•_ Sate i, 1�41(]rite'. �. -'-^� E XA1,,41PIL;: ii+t 3, 'sG"a tiun jAieb'waia.CtSiyl f Oval>lr»ra i wi.v. e{'e. y i��1:''i •`t+-. '-%22 5' i •",inm ��.:�,: t ✓,Sties',rr�V��5's' �,�{ti. ._.._...____._.._-__...---_...._.__.---..—r-- _._..--------- "'_'•- _.., -'' �a= :.rrs' fir; 3:.,;, rb;i';� .. art,:°� ;-`�-•,.`-. .,cry.. - _ .,.i ^;�` �%. '`:,''.- - "V'• 1 - .•,�k�;-.,Y.�"�": � ;f;,u;�_;��-�ta;- ;:�,'ts`2 '�y ,S�g1aF,'.',. ic.: •�(. `:� t -'..: ,yam•+, �.,'��,: ;;' .ns.> �r%"• - .._..�..•,_._.....:,•..-......--.,•,c-=..,...,.,.._d..-.u..,r.•....n,.-M.•..,.,--:-....-..,..-,-,-.-.,i ..,.`.:'' ia::}3<`:tY?;",M1„:y�'; :'.'??:^`'^F�,:.;;:'�A:.== ;:rF:i t,�i t} a_ ,Sa •�• '^•ii�s�'+-.' :'-.,�^r.'-.:'�✓'4iP:::Sw^•;,. T, M-t���'�![G[.'l.-{:�, k�?•` y�X�;.` t?['C -'J.t'."et_'i'„`S.}L^yry'1,i=2+``H-1'.t".:.,y �?i"."� .�• •\ Y jli rt. r '•%.,� ii''.`f ' i:;:`-,e.;=:,.:;K«..-'�i,'�!C'�.5:s"...�• •ti�, c_ ;G;•`'r; r";j'Jt o ,+ k'"Cr:��.��•��'.,x�.'-�V`_;^�'?___�t=F:^:t"`'_`g,r tom;-•3 ',.S.�Y.�.,,""i' - o^�•' _ - ' n:�'•;N,�IRMI'M 1:' •04j����.- •,�]': - _ >._ . i 3 9 - _ .'.•��.'*_�. - - - - - - ass:<''�e-.';i:_`:..'.- rn. ... :.•. fin: ...n.. v� tr e.. � F --"s. • `"' tea. i �Y .... -. ... -.• vt- ,. �,s . � .. .. - C a. - -." - i : 4 =r r. _�' •� ..t, \. - »x '! .tag ppLLst 1 j A 4.•i Q LY.. Q.�t..� '?✓ } r F,,.tv 4 ;t"•,.'•�, :,t 4i III u�ti y� yy-9�5 tLS s,�•�..is�..�b� �] �� � Sle fx3SCitiL} >�lXlff7lF!Tf 1 A5S nnet T}Fx tt''Ctll:N}ic:k' .-file i nau r I 5' - i6 ,. .. _ •' .pad ---` __.JUS<{uai'eFret.: I !G'r. 105ri•2s,'AIT'-06�tr}t}G'., 31'�yr",✓S' _iiv}la:_Sq�fck _I, 7t'!><"1th'::rt:.�. �•XtOiti:,. iurai�rt{O:i Q:{f?5 tart:9 e£C:''; _ _' i 1d tonn}uraticn th•:t177"x?.5"•1=}r;J: _-......._._._ __.�._ ..�,50`�uat2fiet iU'�_.1055-1b-tUT•(h;•1t: 7� - �-- — - - �_ ...•,r., _._�.—:.':__ -,.._ :— _ ...Guar sA v?,?'Ptr!1 I'cnliQGrrnfari.jt?31' � 'u=,tA',j'w unr�7=.�cn.':!. pad ConTt7vraticul. ".[uiati3:5tac[:' 21 pt?_!2#�:V 5=t�.��:.. i_��i�t?P. 10 8 t 055-171AI T-05-i 002, '. : 'S A?J:1LS'; Sy.iL._ %Yk?l:§•. i">r'+el:.. .. Paf Coriftquraiias.. 'F1Eii3YI?cz5tark-�.�^'f,�}Sil3t:,..t 'COnaNIW.blocks.are pnly rate at wow pounds;:8001,-'p6Unds acid higher rniast b ;nisi b1�:'s't c}c�tl.: _ i >...,:. _._1•... aa:.::�':'., - urea 'S%:.' T h.v,j. - i:+ I •�_i..t•,,;aye. 3:>v...k-::.. .::.� - ;�'-.'' '^' _:,i °C:���= - k+ram= , ';«✓;v`Si. "�JJ,;, _ •C-'}'•- ::�es7?;:K`�".r _ ^�'. _t. f.Ay"`�'�a`+_s.,.l.:::. - x �. - us ar. � .drHc,_�r,. _•e:a+,`s=' "�'`"'� ,;fire:.. :'h;. :'.�., N k, ys:v,.r.c,.,...,,:-.:.<v\F-,l.a., _,. .. � ';..;;.. ::� r.?:,;v,t �'y.- wti+,a:�'?.r• - - .., :;•?'_i� .. . , ..-- 't'��.r'L,- ;'r .�}C! lt3"C #".t, Y3' '3liX. t'1 '�"'T:.� LA .�' iji ``,„t`f+:,�e+yt i•°s . .. .. i . tIt'TE . 1. 'General phd:coruigurations. E r s.ti'Eir;'tnl3:.t�}2r;)n tt1 c�pk;ctslte air cttran : : �� .i�ntzi hl?a rto th li:c�lrjcs h-e z }:,ati .r}nt#{Ut'�tit P i5 CC?lTi?ed by usiET :(3.) 17"x s2'At'u'S Pad*7, rPkIce.(2).17' 221 by side,i i i �. :..:. ;,;,td,rn taia< ?f?t t ..p?i%jls ta id rrl'.tC'it^zoj� sit 'tJirt�ctinn as the tr,:itic}ni pad I 4, ihr '3s;'x .5`pad cors(guratinn is.'fnrr2Ted tpy.Lisinrg(3j 17,5"x 25.5"AGS.Pads. Plane f?_) i 7.S"x 26, "xa}ds sire LT=id taro; (1) 17.5"x_'o•G°paU on top,-jbv,lop pa isJ<Vd indhle 'o$.y�1o5iCe dinaction to ti;t:L6uom pads. 2.5 lL i..t»,. and .15°X?1. 5 Il.:•.iQ 5.2G r:i y not 3' in ti;t=:-Ec+i?of iCn..s. f _ •7:• �"v,�•'a, .+ti (.J'i?.ti"'i`ttRINIA;!st,:an assum ;i'alue Yi 00)iblsq, , .unit45-Ct7!,�Ini;):;r#rtr r,itL4 i;.;'slC�llati;}I-tS(`t"t'.pr0l/if'f;'�. f xry t ;\ •�: ,.. '; t .",:_1 -l-Mf: r~;i; k i�j ;7li)i t- i. -`, �'.' '#i � r. t'" si'.::e:'tC r :: Es c ril.':7a,Tli!tit A ,r vtid ti:ha :?C't i'la`e isior'iiav;?n 31-9 deff`'-"t ) 1. ':ee 1',I,'F T.tiiSt_Jci C?T'iL for Cit?tcil#_=c,n r_F`rr+:;r..I:in:-taE#rttior•;r;,.4a1?�it�i:;.T;11 23,L_Y"x)!.G'\": 1:3fI[,�•,r:ti�ma, f •ai,,.r�S;•) -'••,.- - in i:)�� i.=G'f 71_lJ'i::i{l- ,... --..._,.,...r".^.•' '} State OfFiollda DEPRA.RTTNIENT OF HIGHWAY SAFETY AIN 4. 10TORVEHICLES nri2 26,'?00j Ezcrutira Dirtcwr Mr. John.Lower O:ive;rTechnolories, Inc. P. O, Brix 9. Nohen,,vald,Tennessee%8462 D..cv r.. Lower: t Vre with tb aclaiowje�l.;c.receipt of,your specifications and t,srresulcs,ce.tti y'ing - }`cur rriob ie}iatlie:Tzaitsverae sxLd L n tudioa1 SvStzn �v"et�.et and I�r}7 Set Concrete �3-raokets isred'below,:Corrip.�.ies witt�.tk -sk�erifications wid.regglatiors sec by.the L'cpArt.x:eatofli *a)-,Safety wid Nnotox; Vep'cles,-:�ules.l' C 1. 1t�aril 1 -7.Q2 7, Florida Admiri:stiative Code. i i aS:S=on he in_fori}3t3r1m SL b22Y1tYed ,o this 1 uryaE ,i;1P following products fir2 listed for S47e and use in I lurid-a are ro`.'id&l 8t Lxe ;6- ite. j _D. I10.1Cvw Cohcrete full sySter:i v:et bracket 1101:C'M Gcircrete ft It s si errT dry set:bs c; z. 1,C0�=�'=Cl?C,;�. G�rcret��on�ituriiia�.systerzi,:�i�etset.bracJr�t il.1-DI. PCA CorcrL:te.jongaudiiialsystc�t;dr��.set.brac�et- I101-, vw TACA. CoracreCe' i i suers?:S:y`.S;lei7j:W, :",;if;brac e$. } 41 1i.-D�TfiCA Ci�ricrzte transv�rs .8vst m r _saf:b cicet Sfi feu hate n� qLa sfrof� #fle�:re c?v sr i 00 )445 ,408. S'iacezely . Phil 1 celgelt--Prograg. Bureau of.M6'W1&Houle a11C1 Recreatibna1-V6'cje Cemtra {ion O;visisTr,of�Iet,or�'�s7ictes PB/cb __%Rti;A:7t::t':'.�i�'.".1?`'+:a�tis., ii: ,-, v:.�`{i �.,, a._ •I';, t`i� r't t NO i. K.-ir!zm2r. 1:i:3i F-,-,• �(7(".�Ala_...:. ti..` •/,,...s•s.>':�'": _pia;...r}La I f t r 1 ..-fix. .. - ... ._- :�:^:�:+;r.++• }:%: u�< - .,. ,:• :..... ... .:.::.: :........r: ,..;,.-.,.. ilia. 'zsr:aw ' e r r ._ rut ....... .......: .... ..........:.:..,.. ... :,... _ _ _ '•."�''. ., r( .� . C.,,.. .. :.. t �a.�� ����. 'Sty. Ir e .�. k.7 F: - vL__+lf ......,.mot -.._..t ...-a. • F s:.c--t. Irv,fr.-_ _ ..- � n.::,; 467 Sv:a n A.ve +r Ho hen:,a1d, TN 3E462 (80G1 284-'4 7 E v: r1echnekccies.ccm a Fax (531, 786 INSTALLATION USING CONCRETE RUNNER/FOOTER 15. A concrete runner,footer or slab may be used in place of the steel ground pan. a) The concrete shall be minimum 2500 psi mix b) A concrete runner may be either longitudinal or transverse,and must be a minimum of 8"deep with a minimum width&16 inch longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete(see belo t c) Footers must have minimum surface area of 441 sq.In,(Le.21"square),and must be a minimum of 8"deep. d) If a full slab is used,the depth must be a 4"minimum. Special inspection.of the system bracket installation is riot required. Foote must allow for at least 4"from the concrete bolt to the edge of the concrete. NOTE:The bottom of all footings,pads,slabs and runners must be per local jurisdiction. LONGITUDINAL:(Model 1101 LC"V') 16, When using Part#I I01-W-CPCA(wetset)simply install the bracket in runner/footer OR When installing in cured concrete use.Part# 101-D-CPCA(dryset).The 1101 (dryset)CA bracket is attached to the concrete using(2)5/8"x3"concrete wedge bolts(Simpson part S162300H 5/8"X 3"or Powers equivalent).Place the CA bracket in desired location.Mark bolt hole locations,then using a 5/8"diamf masonry bit,drill a hole to a minimum depth of 3".Make sure all dust and concrete is blown out of the holes,Place wedgebolts into holes,then-place 1 101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts.Take a hammer and lightly drive the wedge i down by hitting the nut(making sure not to hit the-top of threads on bolt).The sleeve of concrete wedge belt needs to be ator belc 3 Too'of concrete.Complete_ by tightening nuts. LATERAL:(Model 1101 TC"V") 1 T For wet set(part#1101-W-TACA)installation simply install the anchor bolt into runner/footer.For dry set installation (part#1101-D- mark bolt-hole locations,then using a 5/8"diam.masonry bit.drill a hole to a minimum depth of 3"Make sure all dust and concrete biovvn'out of the hole,Place wedge bolts(Simpson part#S162300H 5/8 X 3"or Powers equivalent)into(D)concrete dry transverse connector and into drilled hole,If needed,take a hammer and lightly drive the wedge bolts down by hitting the nut(making sure nc hit the top of threads on bolt),then remove the nut,The sleeve of concrete wedcic e bolt needsto-be at or below the top Ofcancrete. •:-.-_�:� T::_::r----.�:-,��8;;Vs!he.9u.5', :;-artft17;01tC.V.W�:w -- e r-.1-:.. - - ail- - -r:�_ -s-77:&:-18.— _-• -:�;-..�__ R .„tt3g,p-_ __ .._(,_ets. t-0 1�1•;.�UD;(dC_sefi; :s e st -- - - - - - —_- _ — - — — -_- Notes: 1.LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2.13—LOCATION OF TRANSVERSE BRACING ONLY 3 © =LOCATION OF LONGITUDINAL BRACING ONLY 4. =TRANSVERSE AND LONGITUDINAL LOCATIONS ALL WIDTHS AND I.FNGTHS UP TO 52' i � •�: Ii � i:r II li L-L full DT ND LEN 5 OVER 52'TO 80" rc...L f 5 HOhAcS l,VlT`I 511 R 0 0 F FITC~i i;EQUIR,E:F'Ei~ :LOR1DA R L I�:ti`.i5 i. ":ryii i` Ll i. '.Q�a ";,� ._ri ir• -r hC;fi',..,•�v'�- F I C 1• i 7 t r t, .�_ � f>�y�y'"a_. ."�is ,. •-,1` .. — •=>i — . ••,!^.x ... :f..*: ?.;t.."� .::4✓.:=i�'-"n- - ,._, rbn.1..3... 'lY X. •t. I. - (rK '67 Sv,==ari Ave a Hchen'„alc,, Ttd 35=162 (800) 2c" . 437 �^ u!.cli:,_s'tcchneiccies.com c, Fax =' 79c• 85i i OLIVER TECHNOLOGIES,INC. FLORIDA INSTALLATION 11''1STRUCTIOiNS FOR THE MODEL 1101 "`V'SERIES ALL STEEL FOUNDATION SYSTEM MODEL 1101"V"(Steps 1-14) LONGITUDINAL ONLY:Follow Steps 1-9 I LATERAL ONLY:Follow Steps 1-3 and Steps 10-14 j ENGINEERS STAMP FOR CONCRETE APPLICATIONS:Follow Steps 15-18 ENGINEERS STAMP 1,SPECIAL CIRCUMSTANCES:If the following conditions occur-STOP!Contact Oliver Technologies at 1-800-284.7437r a)Pier height exceeds 48" c)Roof eaves exceed 16" e)Location is within 1500 feet of coast b)length of home exceeds 76' d)Sidewall height exceed 96", INSTALLATION OF GROUND PAN 2.Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan(C). 3,Place ground pan(C)directly below chassis I-beam.Press or drive pan firmly into soil until flush or-below soil then install pier per manufacturers instructions or per Florida Regs. SPECIAL NOTE:The longitudinal"V"brace system may also serve as a pier under the home and should be loaded as any other pier. ! It is recommended that after leveling piers,and one-third inch(1/3")before home is lowered completely on to piers,complete steps 4 through 9 below then remove jacks. INSTALLATION OF LONGITUDINAL"V"BRACE SYSTEM(Model 1101 L"V") NOTE:WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY,A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED.SOIL TESTPR08ESHOULD B' USED TO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION,IF PROBE TEST READINGS ARE BETWEEN 175&275 A 5 FOOTANCHOR MUS BE USED,IF PROBE TEST READINGS ARE BETWEEN 276&350 A.4 FOOT ANCHOR.MAY BE USED.USE GROUND ANCHORS WITH DIAGONALTIES AND STABILIZER PLATES EVERY 5'4".VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS(PER FLORIDA REG.) 4.Choose one of the approved longitudinal tube installations;either Diagram A or B.Then select the correct square tube(E)length from t . .c - uare ube_.to aehieve:a .:.ro riatzae.n_ M_P_AEP-A geate ALer h:ei "Matsu: porttacatr_on_or;cut=znrJ=doll_1:5'.;�s�q tv!_ p� Mgr:-«.-=:- _ -PIER-HEI(: T'4T .� (40`Min. 45`Max.) Tube Length Tube Length 9/16"Dia.L562"1 hole (40`Min.- 60°Max.) Tube Length 7 3/4"to 25' 22" 18" oaSu 18"to 25" 28' 24.3/4:'to.32`1'/4 . u to 44" u 33 18 �:°. .::�4 ;@0=;3-5�;'�.:�� •• �39<�__;:.�:.::.: "t040"0 4 E Part ... 4" '. : 3 Diagram B 5.Install(2)of the 1,50"square tubes(E)into the"U"bracket(J),insert carriage bolt and leave nut loose for final adjustment, 6.Place I-beam connector(F)loosely on the bottom flange of the I-beam, 7.(For Diagram A installation)Slide the selected 1.25"tube(E)into a 1,50"tube (E)and attach to I-beam connectors(F)and fasten iaosel; vith bolt and nut,(For Diagram B installation)Attach the selected 1.5"tubes(E)to the I-beam connectors(F)and fasten loosely with be and nuts. S. Repeat steps 6 through 7 to create the"V"pattern of the square tubes loosely in place. 9. Using standard hand tools tighten all nuts and bolts_(For Diagram A installation only,secure 1.25"and 1 .507 tubes using bur(4) 1 /4"-14 x 3/4"self-tapping screws in pre-drilled holes.) INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM(Model 1101 T"V") THE MODEL 1101 "V"(LONGITUDINAL&LATERAL PROTECTION)ELIIMINATESTHE NEED FOR STABILI%EP PLATES&FHAI✓1ETIES. NOTE:THE USE OF T HIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4" FOUR FOOT(4')GROUND ANCHOR MAYBE USED EXCEPTWHERE THE HOrv1E MANUFACTURER SPECIFIES DIFFERENT. i3.install E c straps and -1-f tact re 'c si rcti c. tt ; _:C_entErlineonchor: r !o"in:ng:' 'tI ai tie dol'.n crab_2 G grtl3liU a:.- ;t'r- �_• f _:i;� nla-tiCtrc `J: , irt_L:C i!.':t Il to be s;_ec!cccordino t0 50ii torgLIE condition.Any r"anli arturer: c;aec!I ra`ICI-,5 fCY`1ri=,':a''I crchc-r!:a05 In excess ol: ,00-Ji lbs. require a 5'anchor-Per Florida Code. 1 1.Select the correct square tube bra E( )lenq- h fvr set-up l:-` ,'ai:.al>"c _G at SLipJOr-t location.T i'c Ier;M`:' c car c-,tnar 16f,"'or 72"ler,ct~is.,'Wiih the ,.50"tube as ti'e bottc'm tube, ?ic`e ..- tube as.the inserted ' _ - li'::t.:.I:.1t'1.?[tTr? ,_t�e" ._Fc�='( r _ �.� _. 'r'� .. �liJe ...-- i:iallS,Ei c !Xz i:-: 0 d 467 5,wa n Ave 0 Hchcn;Nald,TN 38462 (800) 4284-7437 �t ,ww�,.!.olivc rzechno I oc ies.com, i, Fa?: 3 796-88"1 • OLIVERT'� --JNCLOGlr-S, .NC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 11.01 "Y"SERIES ALL STEEL'FOUNDATION SYSTEM PAN &CONCRETE (revision 5/1 fi PATENT#6634150&OTHER PATENT PENDING lr -JT I I Z-1 A' OR\ N Aug 24,2018