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Home My WebLink About21-7352Zephyrhills 0? Issue Date: 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. 11,11111! 111111!11 pJ111-11 11 1 : I III I III I V111111 !!! I 1111RIF !111 iii ;I;1I I I I r4a mi Toon -amm 74--m a Complete Plans, Specifications add fee Must Accompany gip,lication. All work shall be performed ir accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICEC) PERMIT EXPIRES IN 6 MONTHS WITHOUT 1.PPRG-TED-h1SPECTIOJ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-81 3-780-0021 ^ I Building Department Date Received I I I I I I I I jiIIIIr" - - - - - _0 " W!" w"111111 WWI WWI *wner's Nam, Sixth Avenue LLC Owner's Address 1 917 W. Washington MS 316 Chicago, IL 60607 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 1 :1 JOB ADDRESS 5512 Laura St. Zephyrhills, FL 33542 LOT # 26 SUBDIVISION Sixth Avenue PARCELIDJ 12-26-21-00213-00500-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH Ld INSTALL F—] REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION O BLOCK a FRAME STEEL DESCRIPTION OF WORK Installation of new mobile home with electric, plumbing and AC connection. BUILDING SIZE 134"' X 50' = Sol FOOTAGE665 HEIGHT BUILDING $ 90,000.00 VALUATION OF TOTAL CONSTRUCTION g—e]ELECTRICAL AMP SERVICE 150 PROGRESS ENERGY W, R. E. C. 1 1,002,22 ------ J DUKE F,—e]PLUMBING FsI MECHANICAL 2,300.00 VALUATION OF MECHANICAL INSTALLATION = GAS 0 ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES (S� BUILDER BIVII LLC COMPANY SIGNATURE REGISTERED L_IL IN FEE CURREN Y/N Address Old Lakeland Hwy, Dade City,nL1 _J License# I IH/1025370 E ;;�FE�FCIRREI ELECTRICIAN COMPANY Electric Works SIGNATURE REGISTERED ! N FEE CURREN L_y I N_J Address 8010 US Hw-y)441 LeesbUrg FL, 34-1788 License # I F EG1,3005,476 PLUMBER COMPANY BMI LLC SIGNATURE REGISTERED Y/ N FEE CURREI Adclroeland Hwy. Dade City, FL 33525 License# MECHANICAL COMPANY F71a�nfngo AC & Heating Services SIGNATURE REGISTERED ! N FEE CUIREI Address 99-31 Old Lakbad Hwy. Dade City, FL 33525 License # SA 8203b7 OTHER COMPANY SIGNATURE REGISTERED l N FEE CURREN L_Y 1 N Address 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 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 wl Silt Fence 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. (AIC upgrades over S7500) 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'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/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 Agenoy-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 "V" 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 Lyfff-1124k! RM I ION0011 0 01 OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by_ _ Who sare personally known to me or has/have produced as identification Public Commission Name of Notary typed, printed or stamped Subscribed and sworn to (oT affi Pffd�,15efof� , me this I F-1 11/17/23 by L Who is/are person aAy� own to me or has/have produced _aXcentfication otary Public Commission No HWH 414581 Angela L Davis Name of Notary type v ANGELA L, DAVIS MYCOMMISSION # HH 414681 APIRES: September 29, 2027 IN,STR#2023205505ORBK10920 PG2815 P.ge 1 of 1 11/22/2023 1154 AM Rept: 2645990 Rec� 10.00 IDS: 0.00 IT: 0.00 nly, g1p ,�_A,QoM21r 2., q[ r . .. .. ...... State of Florida THE UNDE hereby g no I" 10110VArg "I'amm"m 1, provided in this Nodal, of Corswrotmew* O"Emp"On at Property Pamel Idenbli"illn No. Street ANaffel, _.Eark- Tk 2. General rm"On 04 Imptoownt" IT �_ons 3 Owner I"Fareatioe or Lesson ft Lessen C0,040#41 far Ow Westes-Od"am' Sixth Avenue LLC f tuts JL_ City Stara of Fee $,Aloe or dftl.,A to 0_.' "I"'d CAV Note BMILLC-Lar WBJBMksr #IW1025370 Name 993' 01dLakelarsd TiDade FL mFm_SS__'_ City SIA ta CordracWs Toleoloos No 813-714<1476 jGd_rQS3___ coy Anmxd ai floral loloplesme No ries-6 ss CRY Lenders TeIePhw*NQ_ 7. P*Mns WAM he State of onda, 405iqbsded by tote MwWf 1-9 vhom opli"s a, Other down"n1s, rfay be served as prevalent tot 39r,9ors 11 3.13{ 1)(017}, Flwira statute$ a in addit,w to IutTtse4f. the OWMI ftSi"OfS k, mm", CMy of the, _106do Statutes stelyceas facOoded to Secant, 113 130}1b), r Tesapborns Number of Parson of f=rrfihf Destgr4s"d by 4'1t' F, alevalg)n date of Ntalicr, of Cneweemement {the &XP4a1XfO *31- n14Y Mt he "ar"To the co"O""O" at Can3no"non" and 6nal pwyTver4 to the COnjr.rjo, tott 1,* be one Year fWr rho 11aiff Of feWfallog u '"' a dre"" de"'S "b""lvd} WARNING TO OWNER ANY PK PMFN'(', MAOF BY THE OWNER I AFTEIIR THE EWIRATION713 � OF THEFf_NOTICE OF COMMENCCEME41 PA T i q,� n 3 InN 3 OAIOA $TATUM$, AND AN RESUIJ IN YOuR PAYIING TIMCF R ROPFRTY� A NUIIGk Us OR 0APROVEWN �7 IPITION A C T ANo OQSTE I) ON Tllf� JOG SITE BEF"DR5 THE I (�' IF YOU ,N, END TO OBTAIN F CiW, CONSULT RECORM0 0 �CC IN3 GURNorci5oi�=W>MENT WrrH YOUR L ENOFR [)R AN A I -OrNEY BEFORE 1�OWE NCrNG A`QP R or PO Y under pemtty of perf"n, I derta" thall a tam. 'ead the' notice of cornlreawe' AtMad iha4 the facts p"Of 11weim are 1,14 it front beef of-, knwA4eAja, And belftf S-AlE OF FLORIDA r-MNT'Y Of A"r.Q of of of Lessee Of T if"In5rk. T'he was a0row4odged Wom de'-'q0 lay b Ore y 111 far 6PA :tt t"din N Okt ti` mslea w lmorne- - fdan0"1-1 0 -'o N.— k0l.l� iLJSAN 1. l(t"WAL klY COWSSION #HH 42259? EXPIRES Ocnlx 12,202 7 18 Existing Home I A 14 � Lot #6 14' x 50' 18 Y VV H EVA fl'- i N C 0 D E F LOIF *t'! E" ji'k L P V Qa N �T�ONAL Ea.'IIRUIC' �"'--"V)E, Road R E V D E C 0 2 RLAN EXANII El", 117 Site Man. Home Size: Drawn: -c #: j BMI LLC Sixth Avenue, Lot #26 14' x 50' cc 23-003148 9931 Old - Lakeland Hwy. Add.: Scale: Dame: Flood: Dade City, FL Zephyrhills, FL 33540 1/16:1 11/6/23 No 33525 -6 11 ---------- 15-6" 9'- . i i c ld 1� A m 6TH AVE? SERIAL #: 11,239-000-1-1 -AO 13348A MOI)EL #: B525 -AA 1,0-f'#: 26 39345 6'ff f AV', ZEPHYRHILLS, FL 33540 LIVING ROOM BEDROOM2 TV WB TV; -15' w 1099CMITMEW I �## ;lm mmm.,.�IEUMMN=l 1230 SW 10th Stre Ocala, Florida 344 LqWLINE Ph (352)-629-7571 1 Date 10.31.2023 ,'n reference to serial # FL239-000-H-AO13348A Model # B525-AA LOT 26, 6TH 38345 6TH AVE, ZEPHYRHILLS, FL 33541 Skyline Corporation, hereby ceres 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-A013348A MODEL #: B525-AA LO'['#: 26 39345 6TH AVE, ZEPHYRHILLS, FL 33540 MAX. I MAX. 770# 770# 3 -T W-9--1 — - — - — - — - — - — - — - — - — - — - — ---- L — - — - — - — - — - - — - — - — - — - — - — - 770# 77U# PIER POINT LAYOUT (PIERS 0 I —BEAM & CENTERLINE WITHOUT PERIMHER FOUNDHON� F (PIERS 0 I -BEAM & CENTERLINE WITHOUT PERIMETER FOUNDAT PIER POINT LAYOU N N NOTE: ALL UTILITY DROP MEASUREMENTS ARE APPROXIMATE, 1-1 'a F-= MEWALL-ELO-51)EP-OM MATING [.)IqE COLUMN SUPPORTS SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL I)UTABLE 6 , FIG. 10 TABLE 5 , FIG. 9 TABLE 5 , FIG. 9 & 10 THIS DOCUMENT 15 SUBJECT TO CHANGE WITHOUT NO -ICE OR OBLIGATION. FOR PROPER SETUP AND SITE iNSTALLAMN REFER TO THE INSTALLATION MANUAL. L2-LJALL ASPECTS OF ]HE FOUNDATION CONSTRUCTION ARE PERFORMED ON -SITE AND ARE SUBJECT TO THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. _i) THE PIER SPACING SHOWN IS SUGGESTIVE ONLY, THE ACTUAL PIER SPACING, AND FOOTING SIZE IS TO BE �'/DFTERMJNED BASED ON THE ACTUAL Sill-.- CONDITIONS, ROOF LIVE LOAD ZONE AND SOIL 3FARING CAPACITY. ,'/�REFER TO THE INSTALI-AlON MANUAL FOR FURTHER DETAILS. MAXIMUM PIER SPACING AT MAIN BEAMS IS TO 13E 10*-0" " STATE OR LOCAL INSTALLATIONS REQUIREMENTS MAY BE MORE STRINGENT. 4) ALL DIMENSIONS MUST 9r VERIFIED BEFORE FOUNDATION CONSTRUCnON IS STARTED, BOX LEI NGTH I DESCRIPTION I CHO MODEL NUMBER 50'4' 1 5014-2CK I Mike Nagy — Eduardo Installer � BMILLC Address of home License IH1025370 being installed Manufacturer NOTE. I understan here the si Typical Pier spaCinq Installer's initials BB 2' 7' New Home Date: --------- 2 El Used Horne Year Built: ,, 023 Home.installed to the Manufacturees, Installation Afianual Home es;Model Park M accordance -With Rule 15-C Single wide Wind Zone If Wind Zone 111 13 Double wide A 0 E3 Installation Decal Triple/Quaff [I Serial # I-beam pier Pad Perimeter pier Pad size Other Pler-Pad sizes 16 x 18 (required L. rnfq.) EllDraw the Doors I Windows walho aPPrOximate 10cations,of tnarriaqe Penin4s 44,66t'cr pireater. :Ute this symbol -to Show4ha,pler-S. List all marriage,wall ()Peninqs Weater than 4 fool -and, their Pier . Pad sizesbeI6,;�. - Opening pier Pad size MEDOWmC I-00-Wirudinal stabilizina D,,Ica fLSD) Manufacturer Oliver Technologies LonMudinal Sf4b"'FZ'ng 0"'fee "' Laftral Arms Manufacturer Oliver Technologies 4ft x 5ft CRgK2iiK::] within Z of end of home spaced at 5'4" cc Sidewatl Number Lonqitudinal "a6�8_i wall Chearwqall PERRflUT NUMSER The Pocket penetrometer tests• -are rounded d or check henato declare 1000-lb, soil Own to 2000 Pot Witbouttesting- 2000 POCKET PERETROMETER TESTING. METHOD, - M OR'ET tr 1- Test the Perimeter Of the home ats location& depth of the io 2- Take the Feeding at the depthof the foate, M'Q x 2000 10rclue Probaw.test is a 276 inch jyounds��ur cher nchors-vvilhout.t.. 'k Pounds Or less . will I to A1est quite: 5 loot anchom. anc1I alts 4�_ft, Ned at_thes'dawall 10 quired�alt djj.cenje reading is �M or les.s..and,,Wber.e. tha�'jin: omile� qe Q 'a: drrlemlhiifil�rar reuirs anchors Vvith'40GD lb haI oil Oil, Installers illinals ALL Tr=-STs, jlgUS-r UVp&jRFGF 'MEE, By A LICENSMo iI Installer Name —ely-'41- k5j ZM!lker Date Tested OC Gannect electrical conductors between source Thi foulti-wide units. but, "at to the main power s Indudes the banding Wina between mult-Wide Units. Pff- Cannect Bit sewer drains to an existin g sewer tap or septjctank, pg Connect all Potable water supply PjPj,_q to MdOPEMdent vvafer UppIV _Vsjerns Pq an eX'Sling water mOter. water tap, or other SLIP02 04/�21112 Debris, and organip material rerrI *ialer dialhage: Natural Swale pad x other Floor: Typ WaIlls: T-VP Roof T-9P ff Far roofing n3JI 2"'on: an ne IV 1, rr oth des of th dino, qaIV_ I undsmtand � PrcPc)dy'Inatal?0d gasket is a iequir hontel5 arld.-ttiat. ament of all new �aod used a resuliI old, MI And bucRI - ad marriage walls are Or TICV93sketbetng instilled. 11 uncterst-anci a strip ni�-serve as avaskiat Instaiiee,s initials BB Type.gasket P.tilyUpalhafte P9_ InStalle& 'EISUMen Floors Yeshere Be Walls Yes Bottom* Of ride beam Yes H Skiftihg-tO be1nSt3fled. Yes X No Dryer vent instaljjE�d:.autg3jde bf.skirting Yes X NIA venit'in-iiIII ning. Yes D%difi'llne led GZ%de -0I Ejctri I s tUPPQde ' d at A-*fddt'ihlajvaI' Yes X N/A Othere.a r-r*siOV6i-sz*OtGii;d. OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MQQEL 110 1 "V"!<ERIES ALL PATENT# 66341,50 & OTHER PATENT PENDING OLIVER TECHNOLOGIES, INC. . MODEL 1l01"V"(Steps 1'1u) LONGITUDINAL ONLY- Follow Steps 1-9 LATERAL ONLY: Follow Steps 1-3 and Steps10-14 ENGINEERS STAMP FOR CONCRETE APPLICATIONS: Follow Steps 15-18 ENGINEERS STAMP 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 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. SOILTEST 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 MAY BE USED. USE GROUND ANCHORS WITH DIAGONALTIES AND STABILIZER PLATES EVERY 5'4". VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICALTIE CONNECTION POINTS (PER FLORIDA REG.), diagram for appropriate pier height at support location or cut and drill 1.5" square tube to achieve appropriate length. PIER HEIGHT 1.25" 1.50" PIER HEIGHT 1,501, am= 5.Install CDufthe 1.50"square tubes (E)into the ^U"bracket W,insert,carriage bolt and leave nut loose for final adjustment. 6.Pbce I-beam connector (F) loosely mnthe 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 1.5" 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 l .5D''tubes using fourK 1 /4"-14 x 3/4" self -tapping screws in pre -drilled holes.) THE MODEL 1101 "V" (LONGITUDINAL& LATERAL PROTECTION) ELIMINATES THE NEED FOR STABILIZER PLATES& FRAME TIE NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 54". 10, Install remaining vertical tie -down straps and 4'ground anchors per home manufacturer's instructions. NOTE:Centerline anchors tobesized according tosoil torque condition, Any manufacturer's specifications forsidewaUanchor|oadsinexces of4,00O|bs. require a5'anchorper Florida Code. 11.Se|ect the correct square tube brace (H) length for set-up lateral transverse at support location. The lengths come in either 60" or 72" lengths, (With the 1.50" tube as the bottom tube, and the 1.25" tube as the inserted tube.) 12. Install the 1 .50 transverse brace (H) to the ground pan connector (D) with bolt and nut. 13, Slide 1.25" transverse brace into the 1 .50" brace and attach to adjacent I-beam connector ( I ) with bolt and nut. 14.Secure l,5O^transverse arm tml,25^transverse arm using four (4) l /4^ l4x3/4^self-tapping scnewsinpe-driUedhu|es. RAJENT#bd34l5O&OTHER PATENT PENDING I -Transverse Arm, I -Beam Connector D - Pan Transverse H -Transverse Arm Top (1.25") Bottom (1.5") C - Ground Pan e I Cement Block 9 Omitted 1 L.For Clarity J 41 I -Transverse Arm, [-Beam Connector m Part 1101-D-TACA H -Transverse Arm Part # 1101- W -TACA not shown Top (1.25") Bottom 0.5'7 i CMU-Pier 9 Omitted 1 D- Concrete Transverse l jor.Clar4 Connector C - Concrete Slab/ 12' - . 18" Max. \ Footer Bolts 1�a Model # 1101 T "V" Model # 1101 It "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 lbs. These locations require a 5' anchor. Per Florida code. C = GROUND PAN / CONCRETE FOCITER 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'f 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) �67 No's I -Transverse Arm, I -Beam Connector F - "V" Brace I -Beam Connectors N -Transverse Arm Top (L25") Bottom (1.5") D - Pan Transverse Connector / Concrete Transverse Bracket C - Ground Pan .,, - Pan V Bracket / J Concrete Foote Concrete V Bracket E - "V" Brace Tube (1 Y) � Model # 11 R1 f,Vrr PATENT# 6634150 & OTHER PATENT PENDING Part# 1101 D-CPCA Part # 1101 W-CPCA not shown 99 YY99 6688 Yf 9 d ® VPaae 3 Revision Q8123 18 OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 1101 "V" SERIES ALL STE PATENT# 6634150 & OTHER PATENT PENDING 0. STATE OF 0, N 14— i'llis Isis'k Aug 24, 2018 I -Transverse Arm, I -Beam Connector I -Transverse Arm, [-Beam Connector m*mn"'o-rAC^ mmm,m'wmc "msh"wn Florida approved 4'ground anchors may be used in all locations except where home manufacturers specifications for sidewall straps are inexcess of4,0OO|to.These locations require a5'anchocPer Florida code. [= GROUND PAN / CONCRETE FU{TEROHRUNNER D = GROUND PAN / CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 - 1/2"x 2" 1/2" carriage bolt and nut) E=TELESCOPING YBRACE TUBE ASSEMBLY (l.5^TUBE BOTTOM AND l25^TUBE INSERT) ORl.5^TUBE F=^Y^BRACE FDEAMCONNECTOR ASSEMBLY M=TELES[oP|NGTRANSVERSE ARM ASSEMBLY |= TRANSVERSE ARM |'BEAMCONNECTOR (connects with grade 5 1/z^x2^l/2^carriage bolt and nut) ]=VPAN BRACKET (connects with grade 5 l/2^x2^l/2^ca,daBebolt and nut) o Pan Transverse Connector / Concrete Transverse Bracket Parmnwm-Cm^ C - Ground Pan Concrete Footer Pan V Bracket Concrete V Bracket -� -� -� = PATENT# 6634150 & OTHER PATENT PENDING Ell WWI Wil WTF 11 W;,, 1M.. 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. Hammer - Screwdriver o Snips 9 Plumb Bob or Level a Tape Measure Power Saw with Fine Tooth Bladea 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, leaving 1/2" between lengths. Do not butt the ends. Overlap the Top Trim Front component(s) approximately I " at joints. 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 slot just short of touching the Top Trim Back component(s), Nail or screw to achieve 3/4" 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. Top Trim Front Component Figure I Wr Figure 2 Figure 3 Figure 4 Figure 5 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 -shifting 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 anels beinj damaged frj�j f Attach the Bottom Channel component directly to the ground through the prepunch 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 comers, the Bottom Channel component can be notched with snips (seefigure 3) an then bent to the desired angle. (Attached to the ground as shown infigure 4). 1 Note: 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 edge of the home if there is a solid support for nailing and a solid bearing 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 not fastern tightly! (see fastening instructions on front page.) Do not cut Top Trim Back components at the corners, Gently bend over a sharp edge of a cutting table or a similar surface to form a corner (seefigure 6), If the installation is made in extremely cold weather, the vinyl should be warmed to room temperature before bending. Warming will avoid the likelihood of cracking t, Step 3... Cutting Top I)rhn 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 round to the low-w"ila-3,R-Wbi 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, if a power saw is to be useI,, mount afine-toothed blade in reverse position (seefigure 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, Fng Skirting Panels Around Service Connections 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. CAUTION Proper installation of manufactured home skirting requires that the Top Back component be fastened loosely so the panel 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 near the vinyl skirting because the heat will distort the panels. Any heat source must be kept away from the panels or damage may occur. Figure 11 Figure 6 Figure 7 Figure 8 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 11snapsill 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 permit overlapping. Overlap ends of adjoining Top Trim Front component(s) approximately I " Cutting Additional Corners If inside corners are needed, trim strips can be easily cut with aviation snips to forrn attractive corner joints by cutting a 450 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 3' of trim strip on each side of the corner, 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, Installing the V-Guard Component V-Guard Vinyl Skirting Protector COMDOnent(s) installs easily by Nnel Roote (Ir T-pTm,Snap n P N-G—d) Figure 12 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 corners are needed, V-Guard trim can be easily cut with aviation snips to form attractive corner joints by cutting a 450 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 corner and snap into place. Allow at least 3" of V-Guard component trim on each side of the corner. Style Crest, inc. 2450 Enterprise S�. Fremont, Ohio 43420 at 800945,444, NwwsnJecrestproducts.com Pnntedm usj, - D Copyright 2012 02/12 306133014