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Home My WebLink About20-2660i y o ZephyrffiVs 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 imli SIR, )BILEHOME-002660-20 Issue Date: 09/13/2021 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. If !14� to] 11;z 11 LTITITT—WIT101 "M accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. i I Pf. CONTRACTOR ZNATURE PEfAIT OFFICEC) I PERMIT EXPII ES IN 6 MONTHS WITHOUT APPROVED INSPECTION :FA I- ffill RI,-. a I *v% ff-ma 813-780-0020 City of Zephymills Permit Application Fax-8 13-780-0021 Building Department Date Received Phone Contact for Permitting813-714-1476, ext. 2 Owner's Name Sixth Avenue LLC Owner Phone Number Owner's Address 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 5528 Annette St. Ze h chills, FL 33540 LOT # 48 Sixth Avenue 12-26-21-0026-00500-000 () SUBDIVISION PARCEL 10# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F-1 ADD/ALT SIGN DEMOLISH U INSTALL REPAIR PROPOSED USE SFR COMML_J OTHER TYPE OF CONSTRUCTION BLOCK E] FRAME STEEL installation of new mobile home with electric, plumbing and AC connection, DESCRIPTION OF WORK 116' X 56' SO FOOTAGE � HEIGHT [:= BUILDING SIZE &ZBUILDING $ 45,000.00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL 1' rit AMP SERVICE 150 1,000,00 PROGRESS ENERGY W.R.E.C. gZ]PLUMBING $ E= DUKE Z17 0 6, 1 800.00 1 1W [;Z]MECHANICAL $ 2,300.00 VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES S BUILDER COMPANY a BMI LLC SIGNATURE "-REGISTERED L IN IL _N_J FEE CURREN Y/N Addresg 931 Old Lakeland Hwy, Dade City, FL 33525 License# [ IH/1025370 •i . SIGNATURE Z�,\Ap'%4 W,7-1 REGISTERED FEE CURREN Y�N Address 1 r 8010 US Hwy 44) Leesburg, FL 34788 Li cense# I EC13005476 PLUMBER '11, COMPAN Y [—A Setter Plumber Inc. SIGNATURE REGISTERED LILN_j FEE CURREN YIN Address 1581 N. ParkAYA, #1538 Apopka, FL-32704 License # MECHANICAL COMPANY Air TeCtIs of Volusia LLC SIGNATURE REGISTERED L IN FEE CURREN E= Address PO Box 1266 N I myrna Beach, FL 32170 License# I CAC181511u OTHER COMPANY L=N::J SIGNATURE REGISTERED FEE IRREN�N� Address F_ License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms;R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction, Minimum ten (10) working days after Submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans, ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (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 (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, 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S, 117.03) OWNER OR AGENT_ CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and sworn t non) before me this by r 8/4/21 arty VW B Booker WhoWt -is/are personally known to me or has/have produced Who is/are ovally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. HH155655 Timothy John Kocher Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped TNOTH, _cHN KOChER Notary Public - Sta,,, of Florida Commissicn - 155655 0e r.`=�My Comm, Expires Dui 14. 2025 Bcrcei: :nroql, Na:,c,a scary Assr. -9jailling Address SIXTH AVENUE LLC 2 N RIVERSIDE PLZ STE 800 CHICAGO, IL 60606-2682 1203MM. i ad&esseg 5542 ANNETTE STREET, ZEPHYRHILLS, FL 33542 39345 6TH AVENUE, ZEPHYRHILLS, FL 33542 12-26-21-002B-00500-0000 (Card: 1 of 2) 02800-Pkg Lot (Comm) Property Value Just Value Ag Land Land Building Extra Features Assessed Homestead Exemption Non -School School $2,584,100 $2,612,576 _$0 -$0 _$0 -$0 he—gAl —DeSCHR1110111 (First 200 characters) Taxable Value $2,584,100 $2,612,576 SeeLPlat for this Subdivision 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 YING WEST OF RR AND ALL OF TRACT 6 IN SE1/4 OF SEI/4 OF NW1/4 AND TRAC[,.,] Jurisdiction CITY OF ZEPHYRHILLS Community Dev District N/A Land Detail (Card: I 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 1 2 0220M RRVPCL3- RV Park OOM2 4,00 UN $26,500.00 1.00 $106,000 1 Additional Land Information Acres Tax Area FEMA Code Sinkhole Status Neighborhood Codes} 1338 30ZH X None Reported RRVP - RMHP View Sketch B wilding Information - Use 7700-Clubs, Lodges, Halls (Card: 1 of 2) Year Built 1967 Stories 1.0 Exterior all I Concrete or Cinder Block Exterior all 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior all 1 Masonry or Minimum Interior all 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 Sq.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 SIXTH AVENU 39345 6th Ave. I Zephyrhills, FL 33540 (813) 602-8588 5612 5611 #125 4124 56001 5603 #126 i #123 55481 5553 4127 #122 55421 5545 #128 #121 5532 5539 #129 #120 BETHANY LOOF 5531 #130 5 5 3 5 #131 5610 ,413 5606 414 ,600 #15 5552 #16 5546 #17 5540 #18 5536 419 M 5524 #22 5518 #23 5512 #24 '605 #11 55- 6 01 #10 5549 #9 5543 #8 5539 #i 7-- #6- 55')9 45 5523 #4 5519 #3 5513 #2 -iiii� #1 5600 #34 5 5 0 433 5544 #32 5538 #31 5534 #30 5528 #29 j5 T-2, #28 5 #27 5512 #26 5508 #25 LEGEND Clubhouse Shuffleboard UHorseshoes Bathhouse/Laundry 13 Office t- Address Li-J- Lot Number '560 5603 5602 5602 5603 5554 1 5553 5551 555,2 5553 #36 5547 5547 5 5548 5547 #37 452 #57 #72 #77 5541 5542 5543 5542 55 #38 #51 #58 #71 478 5537 5539 1 5538 5539 D# 75� 505 #59 # #79 #39 5534 1 5535 553 5535 5533 60 ft69 480 #40 5506 � 5507 #1 2 #133 39458 #115 9 39459 5542 4112 #102 5538 #103 5534 #10 / }�\ \ } � }�} � � \�\� w � \�{ 5528 Annete Street Clayton 16'x 561 m m 000 WMR'M MODEL. #CEJ 1 PCs ------------------ PIER LEGEND SERVICE OROP LEGEND EE] 38'-9 1 /2" . .. . ... 12,EF' c_7 ar -TYPICAL FRAME SUPPOR-1 PIERS 16 Lr REV:-7/30/2020 12:46 PM PR4 PIERs 95 840 SOFT. (Sid. PL414 �Mbb�fleft�me P�eirrmft�-,War.jk�sh*afttl Installer: BMI. LLC —Ucense# IH1025370 Address of he e being installed Manufacturer Length x width N07E: if home- is. a single widiLway out Ong hfiiffvf'fhv,.b1Ovjdn p _q bn rstand Lateral Arm ider:0766mv :SVPtem!�---cannotbe used an any. home, (new -or used) the sid6waill ties exteed'S ft-4 In. Tvpical Pier spacing - W Installer's initials BB Z 7' lateral POFMIt Number: — Date: New Home In Used Home 0 Year Built: 2-02\ Home installed- to the Marturactureesinstallation Manual Home iVinstalled accordance with Rule 15-C Model a 12 Single wide IP Wind Zone 11 99 Wind Zone 111 0 Double wide 0 Installation Decal TriOle/Quad 0 Serial # lwbeam pier pad:sIze 17.5 X 2&5 Perimeter pier pad size. Qlherpi&Vad sizes 16 x 18 Irequired bv the mto Doors / Windows —M DraW-theapproximate locations.of maffag, is reater-than 44hot Opening 4-1t x 5 It rr LL� T1 V�RES within Z of end of home Spaced cc uIr-mutivn-Gom INK M=m StObfifting DevIce (LSD) Sidewall Number 4rer , Home Pride Longitudinal Sftb"'Z'ng D4evIce IMILOfferal Arms marria arer ge, wall Home Pride PERMIT NUMBER PERMiT WORKSHEET POCKET PENETROMETER TESTING METHOD I - Test the perimeter of the home at 6 locations. 2, Take the reading at the depth of thef looter_ 3. Using 500 lb, fficr,81nents, take:the lowest Feading and round down to that in increment. The results of the torque Probe, test is 276 in if YOU are declaring 5'ancharsVMhout,testing ch PbUnds; or check showing 275 inch Pounds or less will, requi e . Xtest r5 f6ot anchors. Note: A state -approved lateral: ann systerrl -isbein d1a, anchors"ars allowed at.69-sidfew.all , 'Iocatio� 9 use nd 4 ft, anchors. are r• !red-atail-ceriter, s. 1,underliterfd ine - tie� p0ints -.11whem. t. r . he-.-torque.,titjr�t reading is 275jur less. and.wherO thi�mqbiJ6 home -manufacturer may requires anchors with 4000 lbft1ding capad'ity. --Atir � Installees, initials ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLr Installer Name Larry W. BJ Booker _R Date Tested IwMlf JIM Connect all sewer drains to an exiS1519 sewer tap or septir tank.'Pg, Connect all Potable r supply Piping to an jisfin v�a independent watewate r supply systems- PZ _,�te—rmete Dobriisgd Water organic material rem rain . oved 390: NatUral Swale Pad X t Othar, I -understand a: PrDPaiiy!:�ini3talletj.:Siask43t is a retluiternont of all that Cmndons I- us, homes and q�t0qi.:m0Id' Meld6w arid buckled rhar.1ja6iwails are aresult'df , Sulleld' new end! d -f-WPe:VWII'li6fsA; as' avasket- unoterstanda-Strip Ifeer. initials BB Typegas;131 P01yureithane P9- ins XL -• Floors Yes- here x • Wells yes 130ftOm of riogebe' x am Yes x WIT: Id Skirfing-to be.�installed yes X D�yer vent eRC)la�ncigntn.e.lcineisjSnUW,lla"devd tA' .ts"4.d', if=b0tlijLhi�tderndwoA r•dvag lNYoe Ysses XngP 0I oa OtehexyeNsIA N/A x Asa r-Rulwise.1 Ak,'. flu L. Rhodes Emecutive Dkeator A SAFER MIR` 12 L U11"i " R"" I ?ZOO A HIGHWAY SAFETYA�N MOTOR VEHI ! ES ee i � r. Andy Oliphant November 18, 2015 Home P ride Inc. P.O.421 Hart Lane x 160387 Ashville, `fin. 37216 1;.n!;, ! I.�lsi Based an the information submitted to this bureau, the fbIlowing 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. I ME L11,111-11A sit Jt. # : # # < i1 i �• i Sincerely, illr � JamesMcGowanI� ManaField Services ger Bureau Bu of Dealer r Manufactured Housing-R-er-Atina. Servic- Integrity - Courtesy ° Professionabsm ° do-n - Exceftence An Equal Oppo_ tLuu 'ty, Emplo--y � It T ORP NOTE: If one or more of the following conditions exist contact a Registered Professional Engineer. • Location is within 1,5oo' 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, 2. 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. 5, 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. 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. Facing the home LEFT CORNER tZ, Facing the home LEFT CORNER Facing the home CENTER Facing the home RIGHT CORNER Facing the home RIGHT CORNER OA 7, The placement of the corner systems should be at a sidewall vertical tie that falls no more than 11' and no less than 5 , from the end of the house on each corner. 1. HOME -1P -R=11 —DE NUMBER OF LOCK DAWN ANCHOR ASSEMBLIES NEEDED: Wind Zones 2 & 3 with roof pitch 6/12 or less. • 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 Agqmt!yComponents List 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 Assembly Installation 9nstructions 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 � =a. Attachment Cap should be installed within %" or flush to the top of the stabilizer plate. (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 6" intervals. This process should take place when the anchor,is 8"-10" from fully installed — allowing room for the soil to be placed back in the pilot hole and properly packed. �O�IJE:- P I D E 2. 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, #S. Lateral struts should be installed in line with the center anchor head and attached at the top of the I-beam. Lateral strut angles must fall within 10 degree minimum - 60 degree maximum. Longitudinal strut angles must fail within 10 degree minimum - 50 degree maximu- S�11 sbw 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 contactus_@hRanchor5,com for any questions concering this product, Legacy Engineering listing # 113 PRODUCT WARRANTY acts in workmanship and material at the site of its initial installation, The HIP LDS is specifically Home Pride warrants its Lock Down Anchor System (HP LDS) against oaf d should not be used outside the State of Florida. This product must designed and approved for use in the State of Florida. This product is not approved for use an nce with installation instructions, all written and not be reused or reinstalled at any other location. if used in violation of this Warranty or not installed in accords 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 LDS product or to items that are functionally part of the HIP LDS 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 Horne Pride Inc, at 15100 Industrial Park Road, Bristol, Virginia, 24202 140 —M E">—P _k _IQ E - t, i � 1 lif �11 IifOM�iMllil # II�I`I�i xiAl Figure I Figure 2 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 outsidLh2gmsAge of the 1151 , M- C-IWMTM- 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 vinjI skii fil tw, holes (seefigure 2). Spikes are required every 24 inches ... extra holes are provided in the Bottom Channel component for convenience. Another spike or a drift punch may be used to drive spikes in completely. To allow for expansion, leave a 1/2" gap between each section of the Bottom Channel component. To form clean, attractive corners, the Bottom Channel component can be notched with snips (seefigure 3) 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 1 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 stener directly to concrete can also be used. V= Figure 4 Figure 5 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 notfasten tightly! (see fastening instructions on front • 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 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 snali lock too] 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. Self -aligning panels easily snap and slide into place (seefigure 10). Be certain that each skirting panel positively interlocks with the skirting panel adjoining it. Note: (above 36" panel height, a framing support system should be considered.) InstaRing 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 shed 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 Figure 11 Figure 6 Figure 7 H M Figure 10 Step 4... Installing the Top Mrim 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 11snaIps" 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 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 show_n (see figure 13� bend around the corner trim strip on each side of the comer. Easy Access Access can be gained at virtually any point by simply lifting the Top Trim Front com- ponent and sliding out the desired number of panels. Accessibility to the area under the unit is available whenever desired. Final Configuration Please review the drawing to the right that shows how the components and skirting panels look after installation is complete. Figure 14 VINYL SKIRTING PROTECTOR Installing the V-Guard Component WW" tkl Figure 12 --ndk1d J P.M T.pTPmRont Snap In (V-Gund) _ftftrnchannel 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 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 STyLEC`?=,, .00.M.4440 wwwstyiecrestproducts.com Printed in USA =n== Q Copyright 2012 02/12 306133014 INSTR#2021169949OR BK10413 PG887 Page 1 of 1 08/11/2021 03:34 PM Rept: 2338198 Rec: 10.00 IDS: 0.00 IT: 0.00 Esc.,Pasco, County Clerk & ComptrQUer--- SENSE "Rffl- NO'nCE OF CONWENCEMERT at** of Florida c"*Q(— pasm am kkvhiV Ink"Hom to pmW*4 Im a" Noto of ComwKapwg� I ocumpoemommewtr 12-26-21-0028-00500-OON ft"t Addivas 2 Installation at rmw 3, Owrm Or LOSS" khMWOn K the tmem costraded W ft I Now of Fee SmV* Ylg"dar, ifkiiid— V Addawn 4. contwar. BMI LLC- Le e W BJ B0QkW #1-,. 25370 ar- sia DO& FL Cwh,wW*Tq,*pwnSN* 813-714-1476 Guy Sfaie ay— AMQAMA Of OWW,S Talboamns No 4. Larder LSMIWS Tom No.; 7. 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