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Home My WebLink About23-7359Zephyr'hiells 0 6 jti 0 ate: 12/14/2023 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. I I I ! 1 11111 !' 1! 1 1 1 ITI I Fil 1,1:1 111 111 =1 23E.. ..: 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. ( r ILI, CONTRACTOR CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department - F --\-- Date Received F') 'r1 813-714-1476, ext. 2 Phone Contact for Permitting Owner Phone Number I I 13:3:DCXX� Owner's Name �S�Ixth Avenue LLC Owner's Address 917_W_Washington _vS 316 Chicago, IL 60607 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number I Fee Simple Titleholder Address I JOB ADDRESS 39441 TabethLa �Dr.Zehyrhills, FL 33542 LOT # 96 SUBDIVISION Sixth Avenue PARCEL ID# F1 2-26-21-002B-00500-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH L2 INSTALL u REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL IMobile Home DESCRIPTION OF WORK Installation of new mobile home with electric, plumbing and AC connection. BUILDING SIZE 1 134"' X 50'665 So FOOTAGE HEIGHT E—Z]BUILDING $ 90,000.00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL AMP SERVICE 150 PROGRESS ENERGY W.R.E.C. 2,000.00 DUKE PLUMBING [;�flMECHANICAL 2,300.00 VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES IS A I I I I 1 1 BUILDER COMPANY SIGNATURE REGISTER.. Addre Old Lake nd Hwy. Dade City, FL 33525 ELECTRICIAN QC &—, COMPANY SIGNATURE REGISTERED 3, 1 0 U S H 441 Leesburg, FL 34788 Address PLUMBER HCOMPANY SIGNATURE REGISTERED Aciclj!! :5Old Lakeland Hwy. Dade City, FL 33525 MECHANICAL L, COMPANY SIGNATURE i REGISTERED Address 9931 Old Lakeland Hwy. Dade City, FL 33525 OTHER COMPANY SIGNATURE REGISTERED Address 1111111111111111111111111111111111111 BMI LLC L_YLN J FEE CURREN LY l N L I. e n s e # :1:H:/: :10: 2 5 3 7 0 Electric Works L_Y_ �N FEE CURREN [:y7:KT License# =(_110005476 F_Bl i,11 LLC L_Y_L N_J FEE CURREN LY LN_J License# E_Fla 71ungo AC & Heating Services L_Y J N FEE CURREN L_Y_/ N License# = 18)'20367, / N FEE CURREN License# 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 w/ Silt Fence installed, Sanitary Facilities & I dumoster; 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 wl Silt Felice installed, Sanitary Facilities & 1 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, (A/C 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/Survey/Footage) Driveways -Not over Counter if on public roadways needs ROW 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 properly 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's 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'SIOWNER'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/Wastewater Treatment. 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, I 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. OWNER OR AGENT Subscribed and sworn to tor affirmed) before me this by ,,,To s/are personaiiy known to me or has/have produced as identification Public Commission Name —oF Notary yi3ed7p,,Med oistamped Subscribed and sworn to (oTr aff fldY`befogKrne this 11/17/23 by _� Fl? 1, mown Who is/are persoriagyr6own to me c, hasihave produced dentificalbor, it otary Public Cornrnis4sionNo HH 414581 Angela L Davis Narne of Notary type ANGELA L. DAVIS J MY COMMISSION # HH 414581 -PRES :Seprember 29,2027 -_?I NORCE Of COMMKICEMIENT Stale 01 Florida Pasco ell be Moo to tal mat Iman", and In mmrdanca yeth pippine 113, FWds $10141ft, 44 fale'Ang adarretion's esheded 0 INS Noke "I CO"wW14"M 0w4j)0n Of pnitawtf, pa"I kawliftatIon 12-26-21 M281--005W-0"--� Taboths Dr- lot #96 Dasa"an of UrPrOVemilmit 3 DO,,, njenevina" or L"Ehni kniamiailan ff me Lease* IQnsradisd f0f ibf 'he"ev"PIs" Sixth Avenue LLG City Stela, munasil ta Name of fan SIMON 119thatintar (I, datam fromOwn, 600" ,,,1 c" A04hOss onnivi 193MI LLC- Larry W Bj Booker #1Ht1925370 ...... 4 Name 9931 Old Lakeland.Hw swo CRY Isis -714-1476 c-wnraowes r~orei IN 813--, Surenr Name CAY jzid-d iWOS' Tsesph"NO Aermait.f6mid Name Lenders Taioiphane No, 'inved as pievided by Pwwns VAi the State at Rands deSipaind to Inn aWMT We" c-Aam WtICCS of other d"'an"no may be Section7i 3 13#1)UIXIL FIM)" 519vhs' TeJ.Ples"t LesQm0ed PIr%(r± -- — The r do sesames a copy of are LanQr$ WKQ as premdgd w "Oon 713 1311 Abl, Honda 5ta9u as 4.Ewotin dw Of NoKe 01 Commememem (me evisation del. may Am mi emche me UIMPIetmn Of c0mnn lion and "' Psyms"I 10 am nemectm, w AN be one yea, fm. the mile of econli-ir Unless a 4111"ell dose is speow) ,A AFTER THt EXPIRATION OF THE NOTICE Of COMMENCEMENT WARNING To OWNER ANY PAYMENTS MAC* BY THE OINNE ARE CONSIDERED IMPROPER PAYMENTS LNDEA CRAPTER 713, PARI 41 SECT'ON 713 13 FLORIDA STATVTES, AND CAN Ora IMPROVEMENTS To YOUR PROPERTY A NOTICE OF COMM 14GEWN'T MUST BE RfStJL r IN YQUP PAYING IWGE F X)i) BINTETO OBTAIN INANCIND. CONSUL' pEcRD15-0 ANDPOTED ON 114E bSITE EFORHE HW4 CTION IF Y y BEFORE E T COMMENCIN6 w.VpI GA COR REOINND (l YOUR0 M7 "TWOYOUR I KNLiEASOR AN AT TORNF,e 1-}Ileh-`nflpl N`A flwi the f8CIs`1PWd IhNen NO "A m ot my knoviedge and beW qTATF OF I'LCRIMN COUNTYOF 44 wAutAul 611;0 Signature at 14, sine aFf instr1j"01 was aril : Mndqld "tog (woo of a.mwIV *,g, CIRCOF, Imsjmi. X, y in hhmeSvt y on OohaY nt whOhn ir A IA�Iifii 0 pe,aIly K10— [0 -"A.Ced Naq,n �F—!) SU A S N L. KdVYXl. ,ON9 HH 422597 ViCOMMI: SI �PIRES, (Motw". 2027 "I", r — -', 334B Fence Line aAp f § s t F 1` `a Y `. e F t l a6 at ti b �� 4 t a � 4- i., P } R 2 kli i S ma�.,pRl�,N�a �iDi""�„ e' 'ws 'hw a 1 4{[ 3 a r _4 '�� F' Smote: J$ siixth Avenue, Lot #96 Man.: Some Size: Drawn,: 14' x 54' CC Scale: Date: Flood: 1/16.1 11/6/23 No J`='t' ": BMI LLC 2 5-a00 39 9931 Old Lakeland Hwy. Dade City, FL 33525 6'-8"— 8' 6" 15-6`- Sld LIVING ROOM BEDROOM TV A TV WB TV Vent KITCHEN B ROOM ED 9 DIVISIONS 1231OUGaCREEK 6'rH AVE 1233 OKMAS C SERIAl., #: FL239-000-H-AO13350A 235 SAN JACMO 237 WOODUND 1l4ODE1, #: B525-AA X 239 OCAU 241 IZOLA 1,04'#: 96 243 LWCASTER sax il N( McNM9NY= 39345 6Tfl AVE, ZEPHYRHILLS, FE 33540 ELS 245 10/24/20231 B525 AA I Mike Nagy T - Eduardo 1 5014-2CK D-- III a 14-04301-060 .. . ..... . 1230 SW I Oth Street Ocala, Florida 34478 Ph (352)-629-7571 gfflrnnmi �. Model # B525-AA LOT 96, 6TH AVE, 38345 6THZEPHYRHILLS, FL 33540 Skyline Corporation, hereby certifies this home was built to comply with the Current Wind Zone 11 requirements of the H.U.D. Manufactured Home Construction and Safety Standards Act at the time it was manufactured. If we can be of further assistance in this matter, please contact us at the number listed above. Joseph E. Gilmore Sales Coordinator 6TH AVE SERIAL #: FL239-000-H-AO13349A MODEL #: B525-AA LOT #: 28 39345 6TH AVE, ZEPHYRHILLS, FL 33540 I' MAX. — PIER POINT LAYOUT ((PIER�Q0 I —BEAM & CENTERLINE WTHOUT PERIMETER FOUNDATION� PIER POINT LAYOUT' PIE.B) 1-13EAM & CENTERLINE V41 IIIOUT PERIMETER FOUNDATI N) NOTE: ALL UTILITY DROP MEASUREMENTS ARE APPROXIMATE. I RS REQ'D UNDER SIDEWALL PORCH COLUMNS. PIER POINT LAYOUT 2 TACT MANUFACTURING DIMSION FOR LOCATIONS. :SID �'LAI-L PIEft�UIREQR_TS ')Jc' MATING LINE COLUMN SUPPORTS SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL 1)[ITABLE 6 , FIC_ 10 TABLE 5 , FIG. 9 TABLE 5 , FIG. 9 & 10 THIS DOCUMENT IS SUBJECT TO CHANGE VATHOUT NOTICE OR OBLIGATION. FOR PROPER SETUP AND SITE !NSTALLATION REFER 10 THE INSTALLATION MANUAL. _]ALL ASPECTS OF THE FOUNDATION CONSTRUCTION ARE PERFORMED ON —SITE AND ARE SUBJECT TO THi E REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. THE PIER SPACING SHOVN IS SUGGESTIVE ONLY. -11-IF ACTUAL PIER SPACING, AND FOOTING SIZE 15 TO BE X%'DFTERMINED BASED ON THE ACTUAL SITE CONDITIONS, ROOF LIVE LOAD ZONE AND SOIL BEARING CAPACITY. ,A --REFER TO THE INSTALLAION MANUAL FOR FURUlFR DETAILS, MAXIMUM PIER SPACING AT MAIN BEAMS IS TO BE 10'-0" o,c, STATE OR LOCAL INSTALLATIONS REQUIREMENTS MAY BE MORE STRINGENT. 4) m? DlMrNSIONS MUST BE VERIFIED BEFORE FOUNDATION CONSTRUCTION IS STARTED. 50'-0" 1 5014-2CK I Wke Nagy — Eduardo 14-04301-060 installer: BMI, LLC -----_License# IH1025370 Address of home m being installed Manufacturer JVGTE. I understand -h6re the si Typica5 Pier spacing Installer's initials BB ------ Poy-ft NUMber: New Home Date - El Used Home El Year Built: 2w 23 Homeinstalled to the Home isjnstajled� Manufacturer's Installation Manua, Park N accordance with Rule I S_C Single wide Wind Zone 11 Wind Zone III IN Double wide A 0 0 Installation Decal # Triple/Quad 0 Serial # PIERPAD-sIZES. I-beam Pier nad i,- 17 Ky4jig-r, Perimeter -pier pad size Other pier Pad sizes 16 x 18 (reQuired 6� the Mfg.) Doors / Windows I Draw the apPrOximate-10cations-f ane marfi. Im wa1l:QPel1in�s-*fd6tor. ot sYmb0l,to shjq� "ater' U a this thePiers. List, I all marriagelwall opening below. and their Pi0r.pad Sizes S greater. than 4 fool Opening Pier Pad size ANCHORS II 4ft 5ft within Z of end of home spaced at 5'4" oc Man _91oudinei Spabilizi,20 Number ufaciurer Oliver Technoiag. Sidewall Lon-4ffbi&781 S2Vb111zjn_q 0. "' Longitudinal Manufacturer vice WIL11MIal A.,ma Marriage wall Oliver Technologies Shearj�alj PERMT NUMSER The Or check here, to d0trieler testSare rounded downt.to 200() Pocket Prinellf eclare 1000'lb, soil Withouttesfina-..f g. X a(M 2000 POCKET PENETROMETER TESTING-ffiFTHOD, 4 T t T n et F'-Test the Perimeter O f the home at 6 locations, th 2. Take the reading at the depth of the -facter. 3- Usingsoo lb, ihcrmentT I rob ew� jh�t I rid FERMUT WaRK-3_HFF-T M110 r check A stqte�appre,,d- 10teraLarm Sy anchqrs-are alie, IBbejbq used -,and anchora-are feO . . tuired�atail.centeri- ' reading Is275 or -less'andvvhera-thj�f- re quinIMth'4000 lb.holding Ah4f��rer may 6s anchors Mo flat'hoineI M, capacity. ALL TESTs mus-r isr� 5Y A LICENSzn Installer Name Larry Yv- 8J Booker Date Tested -I ---------- GonnBct SOUI`Ge� T electrical conductors between his includes the be Multi -wide Units. bwnot ta the, main power nding wire between multwide units , pg_ Connect all Sewer drains to an existing sewer tap or septic tank- Ing, Connect all Potable water supply independent water supply sVsjemPVr19 to an existing water meter water tap. s pg SUP02 - 04123/12 or Other -------------- P@bnsqncl organic material mrn,,,,d Water drainage: Naturdl Swale X Pad X Other 11801" multiltum Floor: TYPS Fastener, Lags Length: Waits,-- T-YP8* Fastener Lag Spacing: 12" 0C Roof s s Length: 9" Spacing- T-1iritF-atlene'r Leigs bu; Length: 9" For,' Spacing: JZ' OC used,mes awrntn.wide,galvanized metal strip will-be-'Moiar,ed averthe peak bfi�e rOOf-and fastened with gaiv roofing n3lfisat 2!'on �canjar ort both Sides Of the centerfine- homes a Pir9porly4motairociggsket is a requi a �res and1hat. conclensAti6h. , Mold tneldi . 3w . . 154SMent Pfaff new arj�j Used t4 , And buckled ins! 116d'-di* rjdg;Eisket -* marriage waits are Of'-WPO will If6i Serve as a gasket .9 In' -tailed, f understancl a strip Installer's. initials BB Typepaskot p• Iyu installed. 'Eletifliaen Floors yes -here X Babuisen Waits Yes l3ottarn, of ridgeloaam yes VE Yes R a• nd X NIA gO - b%infibw ventin�tal(46 Outside -of !Wrling. yes D-r4fin lines supported af4f` MIA E�Ilscqjjcal "khtervals. Yes X Other - lrolectad"Yes X Isaccuyzte Ond tMe bgsed OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA "vo-W PATENT # 6634150 & OTHER PATENT PENDING OLIVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101"71 (Steps 1-14) LONGITUDINAL ONLY. Follow Steps 1-9 LATERAL ONLY: Follow Steps 1-3 and Steps 10-14 ENGINEERS STAMP FOR CONCRETE APPLICATIONS: Follow Steps 15-18 ENGINEERS STAMP 1. SPECIAL CIRCUMSTANCES: /f the following STOPI Contact Oliver Technologies at 1-800-28*-7437/ a)Pier height exceeds 48^ c) Location is within )5OOfeet ofcoast b)length nfhome exceeds 78' d)Sidewo||height exceed g§" INSTALLATION _0F 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 manufacturer's 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. NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED, SOIL TEST PROBE SHOULD BE USED TO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEST READINGS ARE BETWEEN 175 &275 A 5 FOOT ANCHOR MUST BE USED. IF PROBE TEST READINGS ARE BETWEEN 276& 350 A 4 FOOT ANCHOR MAYBE USED. USE GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4".VERTICALTIES 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 the diagram for appropriate pier height at support location or cut and drill 1 .5" square tube to achieve appropriate length, (40'Min.- 45'Max.) Tube Length Tube Length 9/16"Di (40'Min.- 60'Max.) Tube Length Diagram B 5. Install (2) of the 1.50" square tubes (E) into the "Ll" bracket (A 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 loosely with bolt and nut, (For Diagram B installation) Attach the selected 15' tubes (E) to the I-beam connectors (F) and fasten loosely with bolts and nuts. 8. 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 50" tubes using four(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,') TH E MODEL I 101 'W (LONGITU DINAL & LATERAL PROTECTION)ELIMI NATES THE N EED FOR STABILIZER PLATES & FRAME TI ES. NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 54", FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. 10 install nemammgvemnuand '' 7 y'~~~~''^''~''r^' homemanufacturer's— �tubedzedaccordin8toso||tonquecondition1AnymanutacLue/sspecihcationsforsidevvaUanchor|nadsinexcessof4,O0O{bs, require a5'anchor per Florida Code. meioe�her60"ur ll. Select the co,mcrsquare tube vmcevv.e"y"lengths 72" lengths. (With the �0" tube as the bottom tube, and the 1,25" tube as the inserted tube.) 12. Install the 1 .5utransverse brace (n)m"the ground connector_ with bolt " I-beam <|>whhbobandnuL l] Slide l25 transverse into ou wm ^ .. `_—�^-_ � to arm Using four MVl�" l4x�4^se��ppingsc�wsinp��hUedhole y. p��1 l4��ecuelJ0"bansvemeann n IRSTALLATION USING CONCRETE RUNNER/ 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 of 16 inches longitudinally or 18 inches transverse to allow'proper distance between the concrete bolt and the edge of the concrete (see below). 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 mustbe a 4" minimum . Special inspection of the system bracket installation is not required. Footers 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, 16. When using Part# 1101 -W-CPCA (wetset) simply install the bracket in runner/footer OR When installing in cured concrete use Part# 101 -D-CPCA (drysetl, The 1101 (dryset) CA bracket is attached to the concrete using (2) 518"xY concrete wedge bolts (Simpson part # S1 62300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location, Markbolt hole locations, then using a 5/8" diameter masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes. Place weqge bolts into drilled holes, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts down by hitting the nut (making sure not to hit the top of threads on bolt), Ihe 5 eeve of concrete wedc e bolt needs to be at or below the top gf concrete, Complete by tightening nuts. Mwimmomigotai# 1 101-W-TACAt, installation sim[ 1, install the anchor bolt into runner/footer. For dr -D-TACA mark bolt hole locations, then using a 5/8" diam, masonry bit. drill a hole to a minimurn depth of 3". Make sure all dust and concrete is blown out of the hole. Place wedge bolts (Simpson part #SI 62300H 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 not to hit the top of threads on bolt), then remove the nut. The sleeve of 18. When using part# 1101 CVW (wetset) or 1101 CVD (dryset), install per steps 17 & 18. 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2. LOCATION OF TRANSVERSE BRACING ONLY 3 LOCATION OF LONGITUDINAL BRACING ONLY 4. TRANSVERSE AND LONGITUDINAL LOCATIONS ALL WIDTHS AND LENGTHS UP TO 52' ALL WIDTHS AND LENGTHS OVER 52'TO 80" HOMES WITH 5/l2ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS 6 systems for home lengths up to 52' and 8 systems for homes over 52' and up 80'. PATENT#6§34l50&OTHER PATENT PENDING Revision 08/23/1O I -Transverse Arm, 1,Beam Connector / Cement Block / omitted / L.For Clarity I -Transverse Arm, I-BeamConnector mmmm'o'mm `= Part m`m'w'TACA"*show" 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 5anchor. Per Florida code. C=GROUND PAN / CONCRETE FOOTERORRUNNER D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 - 1/2" x 2" 1/2" carriage bolt and nut) E=TELESOOP|NGV8RACE TUBE ASSEMBLY (l.5^TUBE BOTTOM AND 1.Z5^TUBE INSERT) OR 1.5^TUBE F=^V^BRACE |-BEAMCONNECTOR ASSEMBLY H=TELE5O]P|NGTRANSVERSE ARM ASSEMBLY |= TRANSVERSE ARM |'BEAMCONNECTOR (connects with grade 5 l/T^xZ''l/Z^carriage bolt and nut) J=VPAN BRACKET (connects with grade 5 )/2''x2^l/Z''carriage bolt and nut) o Pan Transverse Connector / Concrete Transverse Bracket Ground Pan Concrete Footer o/oCPC" � La�Le, 3 OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 1101 "V" SERIE PAN & CONCRETE LreylisLon 5/18) _ Mazim I -Transverse Arm, I -Beam Connector D - Pan Transverse Connector I -Transverse Arm, I -Beam Connector Part#I!01-D-TACA Part # 1101- W -TACA not shown Model # 1101 T "T Model # 1101 T "Y"' 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 Ins. These locations require a 5' anchor. Per Florida code. C = GROUND PAN / CONCRETE FOOTER OR RUNNER D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 - 1 /2"x 2" 1 /2" carriage 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 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) I Transverse Arm, I -Beam Connector D - Pan Transverse Connector / Concrete Transverse Bracket C - Ground Pan Concrete Footer E -"V" Brace Tabe (15") - Pan V Bracket Concrete V Bracket PATENT# 6634150 & OTHER PATENT PENDING Model # 1101 C "V„ gage 3 Revision 08/23,/18 a wwlllr� NO M ... u. i , . „ �"•if . , ,o: y.., .R;:: mra H Installation Details Careful attention to a few basic details will insure that your vinyl skirting will provide a beautiful, easily installed, completely accessible exterior with a minimum of maintenance. Vinyl skirting is easily installed over any terrain, requires no special tools and never needs painting. Following these basic installation techniques will assure that our skirting will contribute to the beauty of your home's exterior. Tools you will need Hammer @ Screwdriver -, Snips - Plumb Bob or Level ® Tape Measure Power Saw with Fine Tooth Blade ® Snap Lock Tool - Chalk Line - Utility Knife Important 1) Use either a power saw with a fine tooth blade mounted with reverse rotation, or aviation snips to cut skirting components, 2) To allow for normal expansion and contraction, fasten the Top Trim Back component(s) in the center of the nailing slots. Fasten positively to the surface of the unit at every slotted hole, leavingbetween lengths-, Do not- butt the ends. Overlap the Top Trim Front componeDt(s) approximately I " atjoints. Allow 1/2" between pieces of the Bottom Channel component(s) when installing. 3) Do not drive thefasteners too tightly. Nails or screws offer excellent holding power, but if driven too tightly, the vinyl can, under normal expansion and contrac- tion, become distorted. These fasteners should be driven in the middle of the nailing slotjust short of touching the Top Trim Back component(s). Nail or screw to achieve 3/41t penetration into a solid wood substance, Fasten to allow part to expand and contract during the normal change in ambient temperature. Do not fasten tight, Allow 1/16" gap between fastener head and part, Skirting Panel Top Trim Back Component Top Trim Fro Componenti Figure I Figure 2 + � Sir Figure 4 Figure 5 01 1, Step I.. Laying the Bottom Channel Components A level or plumb line should be used to establish the location of the Bottom Channel, The taller backside of the Bottom Channel should be located directly beneath the outside bottom edge of the home, where the Top Trim Back component will be attached (seefigure 1), To prevent grass from growing around the base of the skirting and provide a non-shiffing base for the ground spikes, 9" asphalt roof starter should be installed around the home, The roof starter also reduces the possibility of the vinyl skirting panels being damaged from the use of a powered string trimmer, "Weed - Eater" type trim units will damage the skirting and is not covered by the warranty, Attach the Bottom Channel component directly to the ground through the prepunched holes (seefigure 2). Spikes are required every 24 inches ... extra holes are provided in the Bottom Channel component for convenience. Another spike or a drift punch may be used to drive spikes in completely. To allow for expansion, leave a 1/2" gap between each section of the Bottom Channel component, To form clean, attractive corners, the Bottom Channel component can be notched with snips (seefigure 3) and then berit to the desired angle. (Attached to the ground as shown infigure 4). Jote: in high wind areas; where ground below the unit is spongy; or where ground is loose from recent excavation and has not yet settled, it is advisable to fasten bottom channel to treated wooden stakes. For installation on concrete, use 3/4" masonry nail instead of ground spike, "Liquid Nail" cement or other similar methods of setting a fastener directly to concrete can also be used. Step 2... Mounting Top Trim Back Components First determine where the Top Trim Back component(s) will mount on the lower part of the home. The bottom edge of the Top Trim Back component can extend below the bottom ed" e of the hom i htre-�g�6 for the Top Trim Front component against the side of the home. It is helpful to mark a line around the bottom of the home with a chalk line or other method to assure a straight line where the Top Trim Back component is to be installed. The Top Trim Back component is installed by driving the fasteners in the middle of every slot (seefigure 5). Do notfasten tightly! (see fastening instructions on front page.) Do not cut ToT,,-b4nrB-a-k-Lvw -wf-tMmrF, CT-Mnv-TFrM-7Tv- If the installation is made in extremely cold weather, the vinyl should be warmed tr, room temperature before bending. Warming will avoid the likelihood of cracking, Step I. Cutting Top 11-im Back Components The Top Trim Back component is constructed with two parallel ridges at intervals below the nailing slots (seefigure7), These ridges may be used to measure the distance from the ground to the lower ridge, In cold weather, measure to the top ridge; In warm weather, measure to the bottom ridge. If the ground is level, several panels may be cut at one time using a hand power saw. Remember,power saw is to be used, mount afine-toothed blade in reverse position (see figure 8). Locking the Skirting Panels A snap'lock tool is used to punch locking tabs on the outside bottom edge of each skirt- ing panel (seefigure 9). When the panel is installed, it becomes locked in the Bottom Channel component. This feature assures retention of the panel in the Bottom Channel. Note: When installing in a high wind area, you may also punch locking tabs at the top of the panel for added locking strength, Installing the Skirting Panels Panel can be installed by setting into the Bottom Channel and leaning against the top trim back. Lock the next panel as shown in figure 10. Panels should not be cut but bent around corners as shown in figure 11. Fitting Skirting Panels Around Service Connections Cutting and fitting to virtually any shape or radius is easily done with Vinyl Skirtin Using aviation snips, cut the panel to fit around the connection. Cut the panel from the side — not from the top or bottom. Keep snip points open as if cutting cloth to avoid cracking panels. I CAUTION Proper installation of manufactured home skirting requires 1ack will slide freely in the nail slots. This can be accomplished by leaving the fastener 1/16 to 1/8" from the face of the panel, The fastener must penetrate a solid surface by 3/4". Do not place outdoor cookers it the vinyl skirting because the heat will distort the panels, Any heat source YfU no-rwnu from the Canels or damage mav occur. Figure 11 Figure 6 Figure 7 M 00 I= Figure 10 Step 4.. Installing the Top Trim Front Component The Top Trim Front component(s) installs easily by snapping the top edge of its spring lock into the installed Top Trim Back component. Be sure to push the Top Trim Front component all the way into the Top Trim Back component until it'Smaps"into place. Each of the 15 pieces of the Top Trim Front components in the trim kit are notched 2" on one end (seefigure 12) to perrnit overlapping. Overlap ends of adjoining Top Trim Front component(s) approximately I" Cutting Additional Corners If inside comers are needed, trim strips can be easily cut with aviation snips to form attractive corner joints by cutting a 45' mitre on adjacent ends and butting. If extra outside corners are required (for porches or add -on rooms), notch the trim strips as shown (see figure 13), bend around the corner and snap into place. Allow at least Yof trim strip on each side of the comer, Easy Access Access can be gained at virtually any point by simply lifting the Top Trim Front com- ponent and sliding out the desired number of panels. Accessibility to the area under the unit is available whenever desired, Final Configuration Please review the drawing to the right that shows how the components and skirting panels look after installation is complete. Figure 14 VINYL SKIRTING PROTECTOR Installing the V-Guard Component Figure 12 el II T.PTHm=FQS�p ZIn (V2 ard) B-MM Channel snapping the bottom edge of its spring lock into the Bottom Channel component, Be sure to push the V-Guard trim all the way into the Bottom Channel component until it "snaps" into place. (seefigure 14) Cutting additional corners If inside comers are needed, V7Guard trim can be easily cut with aviation snips to form attractive corner joints by cutting a 451 mitre on adjacent ends and butting, If extra outside corners are required (for porches or add -on rooms), notch the V-Guard trim component, bend around the comer and snap into place. Allow at least 3" of V-Guard component trim on each side of the corner. Style Crest, Inc. 2450Enterprise St. Fremont Ohio 43420 STYLECR=. .00.945.4440 wwwztylecrestproducts.com Printed in USA (D Copyright 2012 02/12 306133014