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Home My WebLink About21-2694City of Zephyrhills 2n 5335 Eighth Street Zephyrhills, FL 33542 )BILE H E- 2 94-2 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09l13J2021 I 12 26 21 002B 00500 0000 Name: SIXTH AVE LLC Permit Type: Mobile Home Class of Work: Mobile Home (Replacement) Address: 2 N Riverside Piz STE 800 Building Valuation: $49,100.00 CHICAGO, IL 60606 Electrical Valuation: Phone: (813) 782-3319 1 Mechanical Valuation Plumbing Valuation: Total Valuation: $49,100.00 Total Fees: $200.00 Amount Paid: $200.00 Date Paid: 9/13/2021 10:36:49AM • • a • t • • . • =67 M y rIff 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 A BEFORE O. pNTRACTOR SIG A RE PE IT OFFICE PERMIT . EXPIRES MONTHS WITHOUT ., APPROVED r:r INSPECTION CALL FOR INSPECTION - 8 HOURNOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received If I I I I I Owner's Name Sixth Avenue LLC Owner's Address 1 2 N Riverside Plz, STE 800 Chicago, IL 60606 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5603 Lar St. Ze h rhilis, FL 33540 LOT # 55 SUBDIVISION PARCEL ID#F —12-26-21-002B-00500-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN 0 DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK [Est:a:1la:t:icn �ofnew new mobile �wit"Ie�ctric, p�lumbing and AC �conne�ction BUILDING SIZE I 16'X56' I SO FOOTAGE [:$06 HEIGHT [= E—Z]BUILDING $ 45,000.00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL AMP SERVICE Fl 50] PROGRESS ENERGY W.R.E,C, 6Z]PLUMBING L-LO-0-0-00--i DUKE L —800-00-----] [;�!]MECHANICAL VALUATION OF MECHANICAL INSTALLATION 2,300�00 GAS ROOFING E::] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY BIVII LILC '44 E;;;�� SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 9931 Old Lakeland Hwy. Dade CIty, FL 33525 License # ELECTRICIAN COMPANY Electric Works SIGNATURE REGISTERED E� �Y/ N�FEE�CURREN �Y/ N Address 8010 US H 1 Leesburg, FL 34788 License# FC13005476® PLUMBER COMPANY F A —Better Plumber Inc, SIGNATURE jkjk�&U% %C?4k REGISTERED L_ �Y/ N �FEECURREN �Y/N Address 581 N. Parka. #1538 Apopka, FL 32-7-0 License # MECHANICAL COMPANY Air Techs of Volusia LLC SIGNATURE j__ REGISTERED A*t� REGISTERED Y/ IN FEE CURREN Y/N Address PO Box 1266 Smyrna Beach, FL 32170 License # OTHER COMPANY E SIGNATURE REGISTERED :Y ( N �IEECIRRENN� 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 clumpster; 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 clumpater. 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'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 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, FLORIDA JURAT (F.S. 117,03) OWNER OR AGENT Subscribedand sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped Subscribed and Em personally known to me or has/have produced as identification_ Notary Public 1-11-1155655 ommissio o.__ � J er —TiraP_thy, n Kocher Name of Notary typed, rinnted or stamped isgr TIMOTHI 4r'N KOCHER b Notary Pu,,iic State of Florida on Commission - 155655 my Comm. Exvi,c 202, Expjc 202� A Ass, acr,,ec .rrCtjr Narc-n � $s", Parcel ID 12-26-21-0028-00500-0000 (Card: 1 of 2) Classification 02800-Pkg Lot (Comm) Mailing Address (property Value SIXTH AVENUE LLC Just Value $2,612,576 C/O MHC OPERATING LTD PTNRSHIP Ag Land $0 2 N RIVERSIDE PLZ STE 800 Land $2,573,699 CHICAGO, IL 60606-2682 Building $26,258 Extra Features $12,619 Physical Address - see All 141 addresses 5542 ANNETTE STREET, on -school school ZEPHYRHILLS, FL 33542 Assessed $2,584,100 $2,612,576 39345 6TH AVENUE, Homestead Exemption -$0 -$0 ZEPHYRHILLS, FL 33542 Additional Exemptions -$0 -$0 kegal Description {First 200 characters} �� Plat far this Subdivision Taxable Value $2,$4,100 $2,612,576 Warning: A significant taxable value increase may occur when sold. ZEPHYRHILLS COLONY COMPANY LANDS Click here for details and info. regarding the posting of exemptions. PB 2 PG 16 THAT PART OF TRACT 4 LYING WEST OF RR IN THE SW1/4 OF NE1/4 AND THAT PART OF TRACT 5 LYING WEST OF RR AND ALL OF TRACT 6 IN SE1/4 OF SE1/4 OF NW1/4 AND TRAC[...] Jurisdiction CITY OF ZEPHYRHILLS Community Dev District N/A Land Detail (Card: 1 of 2) Line Use Code Description Zoning Units Type price Condition Value 1 0210C RMHPCL3- Trailer Park OOM2 135.00 UN $21,505.00 0.85 $2,467,699 2 0220M RRVPCL3- RV Park OOM2 4.00 UN $26,500.00 1.00 $106,000 Additional Land Information Acres Tax Area FEMA Code Sinkhole Neighborhood Code(s) Status 13.38 30ZH X None Reported RRVP - RMHP View Sketch Building Information -Ilse 7700-Clubs, Lodges, Halls (Card: 1 of 2) Year wilt 1967 stories 1.0 Exterior Wall 1 Concrete or Cinder Block Exterior Wall 2 None Roof structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall i Masonry or Minimum Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 None Fuel Gas Heat Forced Air - Not Ducted A/C Window Unit Baths 2.0 Line Code Description Sqa Feet Value 1 BAS01 LIVING AREA 1,924 $24,102 2 CAN01 CANOPY 100 $376 Extra Features (Card: 1 of 2) Line Code Description Year Units Value 1 CDWC CONCRETE DRIVEWAY 1954 200 $99 2 CSHUFFLE SHUFFLEBOARD 1967 1,600 $600 3 CCANOPY CANOPY 2005 1 $408 4 CPVCFSF PVC FENCING (SF) 2017 3,972 $10,268 5 CPVCFLF PVC FENCING (LF) 2017 285 $1,072 Sales History Previous Owner: MERKLIN BRYAN A & MERKLIN NANCY L 5506 5507 #1 1 #133 SI'xth Avenue Lots 5)& 56 Scale 1 20' 56: 5553 Larry Street I PAOM in 1_0,10 U_ w a ilm WWI VA MODEL #CEJ 16 DRAWING17-56-2 T " PJER LEGE110 tSER'M-E QROP LEGEND 18',9 112" SRC a2'. ?� — - — -- — -- — -- — -- — -- — -- — -- — -- — -- — — Q�� U _L2'6' cn -AL TYPICAL FRAME SUPPORT PIERS 114" J iHOni K R 1244 114413 158I S +1 50 �242,51 as ue TO b. t;, 'k REV: 7/30/2020 12:46 PM a'w -,QPT (STD P(l, Lio�,—�flge Home-Permit-Worksheet Installer BMI. LLC Ucense# IH1025370 Address of home bei nq installed 41ji is Manufacturer lr\ I % I A Length x width NOTE-' It hGM0- Is- 8 SinglOc wift-4111. out one hAfi ofhv'.bf0vftjn_q.,Pjkn If hme.10 I understand Lateral Arw;SVsternsicanni used an anv home (new -or used) **vh8ra the Siddwafl ties efteed 5 ft-4 In. Tvpical pier spaeinq Installer's initials BB Z T I felaral POYMIt Number- Date: New Herne M U'ed Horne El Year Built: Home installed to ome the Manufacturees jnstallation Manual His"'installeda accordance with Rule I 5_C Park Mo13 Single wide Wind Zone u 0j Wind Zone 111 0 Double wide 0 Installation Decal Triple/Quad 0 Serial # IF -- TrI. ll�beam pier padsize E17.5�X �255 Other Vieupad sizes 16 x 18 -(reQuired bv Doors / Windows Drgw-thsi jinato 1pcaiiions�of maii waJl-v40nifi4s-4.-'.f62j-4r greater. -U Qla Ust-All1naffla4e'livall 013pri great or than 44bol, Opening Pier pad si�`e tf DeVIce li Manufacturer 1-10hi Firlde filarim—aUruffier Home Pride CD4ifY6p� 4ft x 5 ft within Z of end of home spaced at V 41 oc 0�� Sidewall Number Longitudinal Marriage wall The Packet Penetrometer tests -are round do ed wn to 2000 psf or check here to declare 10()Ojb . soil without tsctlng X 2000 - --- X a000 X Lo 00 POCKET PENETROMETER TESTING METHOD I - Test the Perimeter of the home at 6 locations, 2- Take the reading at the depth of the lcot,, 3. Using 500 lb. increments take the lowest leading and round.daw� to Mcie-rjjerit 2000 2001) X The results of the torque proba.lest is 276 if You. are -declaring 51 anchors. . inch POUnds-or check showing 275 inch 'vftOlit1esting Pounds or less v1pill require 5 feet. anchors* Atest No": Astate.IpProvedlateral. arm system is:b anchOm are allowed understand at,ihe�sicfewatl lo elng used, and 4, ft, -ed-at it celoilertine.tio.pois, Laft anchors -are rOquir cation ntsmhera:thetorquelest reading is 275 or less and Where reqUit6s, anchors With . the:mObilti: home Mariabetureir May 4000 lbboldilng-capacity ALLTESTS MInstaller'sinifials UST BE PERFOPJAMD BY A LICEfqiSEr) 114STALLER Installer Marne Larry W ej Booker Date Tested Connect electrical con'tuct0ls between multi -wide units. but dnot to the main Power source. This inclues the bandingwire between mult-wide units, Pg_ Connect all sower drains to an existing se,ver tap or septic tank_ Connect 311 Potable wate pg independent r supply piping U) an existing Walter meter, water Water supply systems. aq. SI 129%—&M Debrisand or ' gsnid material removed Water drainage: Kaijur.aj X Swale Pad X other Floor-' TYPS Fattener Lags Walls'. Roof Ans, , sk 5 a reWit6ment 6fall ne hornet and Ahat cot, at i W tridlen -ti 81301 used aresult of a Xxh- mold. Meldft. and buck -to, d maniage Walls are , . � or no, gas et be , filt4thd0i" -k inj of tape:will ridi-se as agask installed- I understand a, strip Type ga4 PdtYurethane staffees, initials BB P9_ Installed: BOW.Man Floors Yes here X Between Wells y es X 130ftOm Of riftetisam Yes X sPacifidations, Y' ' "X Fireplace lii;;w s ZZA11 so ag not:tb �ajjovj ln es Otrain waten Yes Skirting. to be-�mstalled Yes X NO Dryer vent installed oLitsidd Of'-skirtl y X Reinge-d6i flow VOn - - - rig- -es MIA -tell. 'Ins Outside 'Of Skirting. Yes Drarn lin NfA es SUM-Orted at4 footifitervals Yes. Electrical crosso� X Other Protected, is'a1cculrate and true based: on thirfnit warftshet mallullactuireyr. ee-8 Ifisgallad., a Installer Signature aons-.and or RU,915C,,41Mx 2 ate A SAFER ----------------------- 2900 Apalachee Parkway HIGHWAY SAFETYAND MOTOR VEHICLES Tauahassea_ Florida 32399-0500 www,'Ihmv.gov Mr. Andy Oliphant November 18,2015 Home Pride Inc. 421 Hart Lane P.O. Box 160387 Nashville, Tn. 37216 Based an the information submitted to this bureau, the IbIlowing product is listed for sale and use in Florida when the installation instructions showing the way the system was tested, are provided, at installation sites. Identification QNqjption HP LDS Longitudinal and Lateral Stabilizing Systel 1111111111111111111111 11111111111� I I I I 1 111 � I I I I � 1111111 p Sincerely, J cM, .. ames McGowan 7 Field Services Manager Bureau of Dealer Services Manufactured Housing Section ---------------------------------------------- Service - Infegrity - Courtesy - NofessionaRsm - LwOvadoll _ Exce!JETIcO An Equal opportunity Employer mm"anKinva� NOTE: If one or more of the following conditions exist contact a Registered Professional Engineer. • Location is within 1,500' of the coastline. • Pier Height exceeds 48". • Roof eaves exceeds 16". ® Sidewall height exceeds 96", • Length of home exceeds 76'. REQUIREMENTS FOR USE 1, The use of the Lock Down Anchoring System requires sidewall vertical ties at no greater than 5'4" on center, 1 Centerline anchors to be sized according to the soil torque conditions. 3. Sidewall anchor loads in excess of 4000 pounds requires a 5' anchor, 4. Sidewall vertical ties can use 4' anchors in soil type 48. Facing the home LEFT CORNER S. Homes requiring 4 Lock Down Anchor assemblies require the longitudinal and lateral strut on each anchor, All struts must be installed towards the center of the home. Q- Facing the home LEFT CORNER 6. Homes requiring 6 Lock Down Anchor assemblies only require longitudinal struts on the 4 corner positions. The two center positions only require a lateral strut. All struts must be installed towards the center of the home. Latera [/Longitudinal Strut Facing the home RIGHT CORNER '4t Facing the home Facing the home CENTER RIGHT CORNER 7. The placement of the corner systems should be at a 5idewall vertical tie that falls no more than 11' and no less than 5' from the end of the house on each corner, 1.-H—OTA—E<�>P —RI D E' NUM6ER OF LOCK DOtNN ANCHOR ASSEMBLIES NEEDED: Wind Zones 2 & 3 with roof pitch 6/12 or less. 0 Single or Double section homes 30' to 52 in length (excluding hitch) 4 ® Single or Double section homes greater than 52' to 76' in length (excluding hitch) 6 NOTE: Roof pitches greater than 6/12 will require additional systems, contact Home Pride, Inc. for assistance. NOTE: Homes less than 30'— Lock Down System should not be used. NOTE: Home manufacturers may provide a placement chart for specific models in their installation manual The manufacturer's placement chart supersedes the chart below. ANCHOR ASSEMBLY PLACEMENT Using 4 Anchor Assemblies Lock Down Anchor Assembiv rnmnan,-ntsL!st 1, Ground Anchor with Strut Attachment Cap 2, Stabilizer 3, Lateral Strut 4. Longitudinal Strut 5. Beam Clamp Assembly Using 6 Anchor Assemblies Lock Down Anchor —Assembyl Installation Instructions The Ground Anchor with Strut Attachment Cap will take the place of one perimeter anchor and align with a sidewall vertical strap. Install this anchor at a slight angle, not to exceed 15 degrees, This assembly includes a stabilizer plate that is installed with the anchor and attached with a U-bolt and two nuts. The stabilizer plate should be driven into the ground when the anchor is about 2/3 installed, Attach the stabilizer to the anchor shaft using the U-bolt and nuts then complete the install of the anchor until the strut attachment cap is flush to the ground or slightly recessed into the ground, no more than %". The Strut flush the top the stabilizer 'F7 rZ Attachment Cap should be installed within or to of plate. f zw (See illustration to the right.) NOTE: State of Florida allows a 2' pilot holes to be drilled to assist anchor installation in extremely hard soil conditions. If this process is used during installation of the Ground Anchor with Strut Attachment Cap the soil must be placed back in the pilot hole and compacted at 61, intervals. This process should take place when the anchor is S"-10" from fully installed — allowing room for the soil to be placed back in the pilot hole and properly packed. —0M E P R I D E2. Once the ground anchor assembly is fully installed, attach longitudinal and lateral struts according to the diagram under anchor assembly placement (page 1.), The lateral arm fasteners are to be installed tightly (nuts and bolts). The Beam Clamp assembly has two holes for the bolt and nut placement. Depending on the width of the beam, the corresponding hole should be used that pushes the front of the metal plate as close as possible to the upright of the beam. See the illustration on page 2, 45. Lateral struts should be installed in line with the center anchor head and attached at the top of the [-beam, Lateral strut angles must fall within 10 degree minimum - 60 degree maximum. Longitudinal strut angles must fall within 10 degree minimum - 50 degree maximum, W" Pl*d MEN 5de-dMV C=M1°d_ After the Lock Down Anchor Assemblies have been fully installed and all permiter anchors and straps fully installed and tightened — each strut has 4 self tapping screws that must be installed as the final step, Predrilled holes are provided on the outer strut indicating placement. if the predrilled holes can not be accessed, install the screws as close to the predrilled holes as possible - making sure they are tapping into the inner strut. The Lock Down Anchoring System should only be used for homes in the state of Florida. This anchoring system is not designed, tested or approved for use in any other state, Contact Home Pride Inc. 276-466-0502 or at contactusehRanchors.com for any questions concering this product. Legacy Engineering listing # 113 PRODUCT WARRANTY Home Pride warrants its Lock Down Anchor System (HP LDS) against defects in workmanship and material at the site of its initial installation, The HP LDS is specifically designed and approved for use in the State of Florida, This product is not approved for use and should not be used outside the State of Florida, This product must not be reused or reinstalled at any other location. if used in violation of this Warranty or not installed in accordance with installation instructions, all written and implied warranties are void and disclaimed. HP LDS products which are found to have defects will be replaced or repaired at Home Pride's option, This Express Warranty is limited to replacement of product only and does not cover any labor or installations costs. When the product is replaced, all Warranty rights are extinguished, This Warranty is only to the benefit of the original purchaser and is not transferable. There are no other warranties (express or implied) whatsoever which apply to the HP LIDS product or to items that are functionally part of the HP LIDS product, Home Pride disclaims any and all other implied warranties, including (but not limited to) warranties of habitability, workmanship, materials and fitness for a particular purpose to the extent allowed by law and any implied warranty that exists despite this disclaimer is limited to a period of one (1) year from the effective date of this Warranty. These limitations shall be enforceable to the extent permitted by law. HP LDS products which are examined and are found not to be defective will be returned to user and all costs associated with examination of the anchor product will be incurred by the user. The user is responsible for all maintenance of the HP LDS product including regular monitoring of stability and integrity of HP LDS products, For a warranty claim, contact your distributor or Home Pride Inc. at 15100 Industrial Park Road, Bristol, Virginia, 24202 MOM E'*'PRIDE B U ;w; =r ter•— °:�� +�- °.�, � Ez .z ar, +--„ �*, s WALL SECTION Figure I Figure 2 irm Figure 4 Figure 5 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 edie of 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 YJ -t e pl-opulicii V puncli-4 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 ,o oose fr( om 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 compopent(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. =a 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 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 (see figure 8). Locking the Skirting Panels A snali 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 comiionent. This feature assures retention of the L-canel 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. W TH'I'Mill"I I W 0 _M 23MIMM 1 - 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 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. 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 h e ntgels ae mav occur. Figure 11 Figure 6 Figure 7 0 M 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 cornionent. Be sure to %ush the Toys, Trim t component all the way into the Top Thm Back component until it 1%n�psqq into place. on one end (seefigure 12) to permit overlapping. Overlap ends of adjoining Top Trim Front component(s) approximately 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 sna% into �clace. AU&'mA.WrmmWiaW 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 M VINYL SKIRTING PROTF.CTnP V-Guard Installation - (if applicable) Installing the V-Guard Component V-Guard Vinv] Skirtin rcrveaLqt_-_�U*11*D Figure 12 Hand Bend Pfanel II RpYdPe T-PTrJ.FMnz snap In fv-G44 __M"McNJ snapping the bottom edge of its spring lock into the Bottom I Channel comionent.My I Utflfflm"1111911� Wn H K Cutting additional corners If inside comers 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. 2450 Enterprise St, Fremont, Ohio 43420 STYLECREST. .00.945.4440 wwwstylecrestprod ucts,com Printed in USA Copyright 2012 02/12 3G6133014 INSTR#2021169950OR BK10413 PG888 Page I of 1 08/11/2021 03:34 PM Ropt: 2338198 Rao: 10.00 DS: 0,00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller P401*1 NO Powr* ID 14. 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