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HomeMy WebLinkAbout23-7354Zephyrhills ........... ti I)BILEHOME-007354-20:1 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. !I IIIII 111191710IIIIIIIii III I I CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOJ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CAR* Pt7M WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received f' 813-714-1476, ext. 2 Phone Contact for Parmittinq Owner's Name FSixth Avenue LLC Owner Phone Number Owner's Address 917 W. Washington VIS 316 Chicago, IL 60607 Owner Phone Number Fee Simple Titleholder Name �® Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5541 Annette St. Ze h rhills, FL 33542 LOT# 36 Sixth Avenue 12-26-21-002B-00500-000 SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH 8 INSTALL REPAIR PROPOSED USE SFR COMM L J OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL MObII H n18 Installation 0 neW mobile hoiTie With eleCtCIC, plurllbing and AC Connection. DESCRIPTION OF WORK 13'4"' ii 50' SO FOOTAGE 665 HEIGHT BUILDING SIZE BUILDING $g0,000.00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE 150 PROGRESS ENERGY W.R.E.C. 2,000.00 DUKE PLUMBING $ 1000.00 MECHANICAL 2,300.00 VALUATION OF MECHANICAL INSTALLATION ff5- 7 -3sy =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 6 BUILDER COMPANY I SMI LLC SIGNATURE "� REGISTERED Y / N FEE CURREN Address Id Lakeland Hwy. Dade City, FL 33525 License # IHi10253?0 ELECTRICIAN COMPANY Works SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address 8010 US H 41 Leesburg, FL 34788 License# E(/3005476 PLUMBER m, COMPANY I 131\0I LLC SIGNATURE � _ _ � REGISTERED �^�Y ( N EEE CURREN Y I N Address Old Lakeland HWY. Dade Clty, FL 33525 License # IH(1025370 MECHANICAL COMPANY %,OI it,gOUEE.URRE�N�� Heating SIGNATURE REGISTERED Y / N Address 9931 Old Lakei Hwy. Dade Clty, FL 33525 License #�'��3' OTHER COMPANY SIGNATURE REGISTERED ;;N FEE CURREN Y / N Address License # E: 91C18Bi8I0il9819i18l16lili1C1i901619t111R11981f889fIIfliC@RIIt116B8�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 w! 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 & 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 A1C Fences (PloUSurvey/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, Weiland 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 (or affirmed) before me this Who Islare personally known to me or has/have produced as identification. Notary Public Commission No Name of Notary typed printed or stamped CONTRACTOR_' Subscribed and __,s�,o_rnit_o�For `5�.aldi,' efoT me —this 11 /17/23 by ... Book 7, ,? Who is/are persoriggy'r6own to me or has/have produced a,dentrficaijon otary Public (Commission No HH 414581 Angela L Davis Name —of-Notary type ANGELA L. DAVIS mgP MY CC` MISSION # HH 414581 �,PIRES: September 29, 2027 P."W W_ ____� ll'yemm1b, NOTICE oFCOMMENCEMENT '" Pasco m� nemma"vlGwu/01:01'31".*"`rw-"' m^~led.°.*,vob°mC~MO~,=.�t ~ -__ , m-°mfm=wW~*== /m°^'n'm.Avenue LLG ~�.°~°^ [�~-------' --------- ��� Nat- m,.°xwt'p^'°0,Nd~ Of 444-0 1-" mm���---�- '--� '------� *~� [L_� a���'----- '------- �l�I��4l6_-__-�----- ,=,,`°°^, ^ rim,��____-__'_______ ------ c�------�---� �� , "°��^p°° V�~~ wm,=~ W=w�..~° �m=m"°°^ °����*�p�m"� -___--------- -------�---' - �` --'�------------ mau " ".*`_~"�..w...�.=°^~.,.~.�,�w"..°°..°. 77 mux^wL.xowwL mrcoVwmn�Owoxo^22sm Lot Line / Power Line CU Road '0 Site: Man.: Home Size: D-awrr: Sixth Avenue, Lest #38 14' x 50' CC Add.. Scale: Date: Flood: Zephyrhills, FL 33540 1/16:1 11/6/23 No b (BMI LLC 2 3 - 0 0 1 1 9931 Old Lakeland H Dade City, FL 33525 6'- 8' -6" 15-6- — - — --------------------- - ZZ4 c-) Hz� v BEDROOM LIVING ROOM 2 A TV we T Venl KITCHEN + BEDROOM =— t-'-4 4- -4 �. - — --------------- DIVISIONS 6'1'H AV 233 -,65i 235 SAN JACWO-- SERIAL #: FL239-000-H-AO13335A 237 WOODI"D MOf)EL #-. B525-AA x ��aq oc'AJA 1— 24= .1 LA 1,0'1'#: 38 243 LOCASTER I BOX UNGTE. 39345 6'f H AVE, ZEPIiYRHII,I.,S, FL 33540 ELS 245 1 McMRFAVUM 50'-0" ffAfilms� DRAVMG NUMBER ............. . . . . . . . . . . . . . . • I 1230 SW 10th Street Ocala, Florida 34478 Ph (352)-629-7571 Date 10.24.2023 FL239-000-H-AO13335A Model # B525-AA LOT 38, 6TH AVE, 38345 6THZEPHYRHILLS, FL 33540 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-AO13335A MODEL #: B525-AA LOT #: 38 39345 6TH AVE, ZEPHYRHILLS, FL 33540 m PIER POINT [AYOUT (PIERS @ I —BEAM & CENTERLINE flTHOUT PERIME'ILR FOUNDATION � I RS REQ'D UNDER SIDEWALL PORCH COLUMNS. i PIER POINT LAYOUT' (PIERS (0 I -BEAM & CENTERLINE WITHOUT PERIMETER FOUNDATION) PIER POINT LAYOUT 2 �ZTACT MANUFACTURING DIVISION FOR LOCA11ONS, 10/24/2023 IB525 AA NOTE: ALL UTILITY DROP MEASUREMENTS ARE APPROXIMATE. DIVISIONS r—_j Mf_v&LL PIERSijEamjs r MATING LINE COLUML3UREORIS 231 UGARCREEK SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL SEE INSTALLATION MANUAL 233 AS CFrY TABLE 6 FTC- 10 TABLE 5, FIG. 9 TABLE 5 , FIG, 9 & 10 1)DIH'is DOCUMENT IS suBjEcT "CO CHANGE WI_n­IOUT NOTICE OR OBLIGATION. FOR PROPER SETUP AND SITE ��35 �JACINT�O 2 p wm DRAMN BY. ECS ZONE 300-47# INSTALLATION REFER 10 THE INSTALLATION MANUAL, CONSTRUCTION ARE PERFORMED ON AND ARE SUBJECT TO THE T 237 0033iANDHOOF DATU, 10/24/2023 OWE JFJALL ASPECTS OF THE FOUNDATION -SITE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION, *[HE X 239 241LEGLA I SHEET OF THE PIER SPACING SHOWN IS SUGGESTIVE. ONLY. ACTUAL PIER SPACING, AND FOOTING SIZE IS 10 BE DETERMINED BASED ON THE ACTUAL SITE CONDITIONS, ROOF LIVE LOAD ZONE AND SOIL BEARING CAPACITY. 24.3 LXNCASTER I BOX I gIRqTq_l DESCRIPTION CHO MODEL NUMBER — - DRAWINGUMB G NCI Z/11L REFER, TO THE INSFALLAION MANUAL FOR FURTHER DETAILS. MAXIMUM PIER SPACING AT MAIN BEAMS Is TO BE 245 MeRIJUMVUE 10'-0' .... STATE OR LOCAL INSTALLATIONS REQUIREMENTS MAY BE MORE STRINGENT. — Pr f? k/ppipjpn ArrnP FnJINJI)ATInN 0f)MqTR1JPllnN Iq T..T.. r 50'-0" 5014-2CK I Mike, Na— Eduardo gy 14-04301-06Mill'mir HOme PermUt WOrksheet ,�Irm�) ksheet Inst,mier: BMI, LLC License# IH1025370 Address of home being installed ManUfacturer JVGTEif If I understan -here the si Typical pierSPacinq Installer's initials BB 2' Show locations.of Longitudinal and Lateral Systems onavwdi ,u (use dark lines to: show these iOCations) ,a!grad 011r-rna Pee' Rule i5c New Home Date: ---------- Used Home C1 Year Home installed 20 the Manufacturees Installation Manu2 B,ilt:. al Home is;Jnstalled accordance -ith Rule 15-c Park Model a Single wide Wind Zone II Wind Zone lit Double mfide OR 0 Installation Decal # TriPle/Quad 0 Serial # PIER SPACING TABLE FOR USED,HOMES ,­"MMMMM� I-beam Pier Pad size _____r7__5'X25,5 Perimeter Pier Pad size ---------- 01her Pier pad sizes 16 x 18 (reQUired li� the Mfjj_) Doors Dr.,:r- the approximate locaijonsof rnanage :Utethis symbol -to show the pler's. List, all marr , iaqs wall openings q -than 4 foot and their piar_padsizesbeloW. - Feater Opening Pier pad size MEDOWNC 00MIce tLSD) manufacturer Oliver Technologies Lon Man-aulfaSucWtu r�ezrf Stab"12"a 00 ZIce wl Laftral Airms Oliver Technologies �i 4ft X 5 It ­.WMMW� M11 3 0- W_ -ithin Z of end of home spaced at U 4" ac 1:1�� Sidewall Number Longitudinal marriage wall Shearwall PERMVT HUMSER The Pcoket Penetfometer'tests.arerounded down t- 2000 psf ar rhecic here to doclare"I 0001b, sell without testing. X 2000 X &a _00 POCKET PEMETROMET-ER TESTJNG METHOD, 1 Test the Perimeter of the home at 65 I=alians, perimeter M 2, Take the reading at the depth of the -rooter. a 3- Using Soo jb. take the, low re in an Mbn , cat___ do �. 'ir, FERMUT WoRK-SHFFT Moll b. r check st NOte- Asta_je�approv,d -d -lateral'arrrl,sYsterri isibein anchors�jjreajja9 Used.and 4,ft. anchor3,are.required,a q is 275er-less�-and..where-ilh re asle:hbr'116 Vrldhiif"rer may quires anchors WRhAQGD lb.tiolding. ca pa -city. Installers inifials ALL Tr=S'rs By A L'CENSEID ONSTALLER Installer Name BJ Booker Date Tested it eiaisErB at Gannect electrical conductors between Multi -wide unvts, but t t the a, p r source This includes the bonding wife betweenWIde molt - no 0 M n owe units. pg Connect all sewer drain, , to an existing sewer lap or septic tank- Pig, Connect all Potable water supply piping to an existing water mete, independent water suppiV systems_ pg- SLJP02 - 04123112 water We, or other Debris, and organic Material dremoved WMer r-alha7ge- Natural Sw ate X pad X Other Floor: T-VP9 Fastenen Lags Walls: _TypeFastener La Length: 9' Spaclng12" GC 9S RoLength: W� Spacing 12?rC)C of T-90� R6sl'erle;7 I-agIs Length: 9�1 Formsed.'humes; a� 30 gaUge Spacing: 12" Oc VQ1I_be`centenE� d over th k 8" Wids,931vanizemetalgstrip roofing ed nallsat 2,, an e P88 df the ro0fand faslibd invAih alv_ center on: both sides of the centorlinG, Gaarget W..M. I ­nclamtand a Property instaileci,g4sket is a req hurl`105 and"that cohdenliatjdo.�: U'rente"t Of all ng�kw anci used aresolt'10 a ni.eldbw -and buckled Marriage walls are Of'UPO VWJI ndt-serve as a ginstalled. I, -ratket Under4and a strip Installer's initials BB Type gasket p.dIyUrejhane P9_ Installed, Seuveen Flaclys Yes- here X SaWeen Wiells Yes X Soften m Of ridge am Yes X OM TIRTMTRI Yes 7M.. 0 as NO ryar vent insIalled:.outside cif skirting y Ranga.do' WnflOve veribin I !ftlled OURS"di- es X MIA e-ofskirling. Yes Q�4ifi'llnessqp W/A r -Per SYes Other Yes X ii-atener OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MOD 1110-T SERIES ALL STEEL PATENT# 6634150 & OTHER PATENT PENDING I OLIVER TECHNOLOGIES, INC. . 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 S.Install GUofthe l.5O^square tubes V5into the "U^bracket V\|nsert,csniagebolt and leave nut loose for final adjustment. 6.Place I-beam connector (F)loosely mnthe bottom flange of the I-beam. 7. (For Diagram A installation) Slide the selected 125"tube (E) into a 1.50^ tube (B 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 1 .50" tubes using four(4) 1 /4"-14 x 3/4" self -tapping screws in pre -drilled holes.) THE MODEL 1101 W" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR STABILIZER PLATES & FRAME TIES NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TI ES SPACED AT 5'4". 10. Install remaining vertical tie -down straps and 4'ground anchors per home manufacturer's instructions. NOTE: Centerline anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall anchor loads in excessof4,0OU|bs. require a5'anchorper Florida Code. 11, Select 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 tol25''transverse arm using four PVl /4" l4x3/4^self-tapping screws inpre-drilled hole s. PaWged PATENT#0634l5O&OTHER PATENT PENDING I -Transverse Arm, I -Beam Connector I -Transverse Arm, i-Beam Connector - Part#1101-D-TACA IT,' H-Transverse Arm Part# 1101-W-TACA not shown Top (1.25") Bottom (1.5") Bolts a�+ Adel # 1101 T "Y" Model # 1101 'f "1f„ 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 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&'x 2" 1/2"carriage bolt and nut) J =fit PAN BRACKET (connects with grade 5 -1/2"x 2" 1/2"carriage bolt and nut) lam/ I -Transverse Arm,i-Beam Connector D - Pan Transverse Connector / Concrete Transverse Bracket C- Ground Pan ! Concrete Footer E- N'BraceTube (1.59 l Pan V Bracket/ Concrete V Bracket Part# 1101 D-CPCA Part # 1101 W-CPCA not shown Model 11101 C "V" Page 3 Revision OBl23m PATENT# 6634150 & OTHER PATENT PENDING OLIVER TECHNOLOGIES, INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 1101 "V" SERIES ALL STEEL -FOUNP-ATION SYSTEM PAN & CONCRETEIrevision 5/18) I -Transverse Arm, I -Beam Connector D - Pan Transverse Connector I -Transverse Arm, I -Beam Connector m^mnx*rAC^ `^' Part# 1101-W-TACA not shown Florida approved 4'ground anchors may be used in all locations except where home manufacturers specifications for sidewall straps are inexcess of4,VOOibs,Thee locations require a5'anchur, Per Florida code. [= GROUND PAN /CONCRETE F0OTERORRUNNER D = GROUND PAN CONCRETE U BRACKETS TRANSVERSE CONNECTOR (connects with grade 5 - 1/2"x 2" 1/2"carriage bolt and nut) E=TELESCOPING YBRA[ETUBEASSEMBLY (1.5^TUBE BOTTOM AND l25^TUBE INSERT) ORls^TUBE F=^V^BRACE FBEAMCONNECTOR ASSEMBLY H=TELESCOPING TRANSVERSE ARM ASSEMBLY |= TRANSVERSE ARM |'8EAMCONNECTOR (connects with grade 5 l/z^xo^l/2^carriage bolt and nut) J=VPAN BRACKET (connects with grade 5'l/2^x2^1/2^carriage bolt and nut) C =7r /-namversem�I-Beam Connector o Pan Transverse Connector / Concrete Transverse Bracket Ground Pan Concrete Footer 1,01`u Pan vBracket / ' Concrete vBracket -� -� ~_ -� -_ -� Parmnwo-CPC^ N vlaMlt CUSTOMER: PERMrF 4, wkv.11_x�l CXF-Vo M-A k "­ q 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. Hammer - Screwdriver o Snips o Plumb Bob or Level - Tape Measure Power Saw with Fine Tooth Blade a Snap Lock Tool o 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 nailinm slots. Fa unit at every slotted hole, leaving 1/2" between lengths. Do not butt the ends, Overlap the Top Trim Front component(s) approximately I " atjoints, Allow 1/2" between pieces of the Bottom Channel componeDt(S) when installing, 3) Do not dtive 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 tighL Allow 1/16" gap between fastener head and part. Top Trim Front Component Bottom Channel Component Figure I Figure 2 Figure 4 Figure 5 IM Step 1... 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 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). 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 (see figure 5). Do not fasten 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 (see figure 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, Step 3... Cutting Top Trim 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, if a power saw is to be used, mount afine-toothed blade in reverse position (seefigure 8). Locking the Skirting Panels A-MR41#14 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. each skirting panel positively interlocks with the skirting panel adjoining it, Note: (above 36" panel height, a framing support system should be considered.) Installing the SkMing 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 Skirting 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, 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 9 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 permit 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 cornerjoints by cutting a 451, 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. (if applicable) Installing the V-Guard Component V-Guard Vin Figure 12 ardUrd ' Panel it i� ,,I I I� � R­!, iop?dnFr�err Sup in lI N-Gani) 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, (see figure 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 comer and snap into place. Allow at least 3" of V-Guard component trim on each side of the corner, Style Crest, inc. yLE(� 2450 Enterprise St. Fremont, Ohio 43420 ti, 800,945,4440 oArmstylecrestproducts.co rn ririated in USA D Copyright 2012 02 /12 306133014