Loading...
HomeMy WebLinkAbout21-26975335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 g g M' �MM )BILEHOME-002697-20 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. V i rp a, rpr-� '-A'fid-a 'S • v ra I V9. T • . . . . . . . . . . . . 1=92=mumm�. MGM= accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRA TOR SIGN TU E PEf IT OFFICEU YERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER BILLING CONTACT y r r BOOKER i 39838 Ar rD ZEPHRYHILLS, FL 40 INVOICE DATE 1 INVOICE DUE DATE N INVOICE STATUS INVOICE DESCRIPTION 10 N Ioil, li. i i• i 09/020; REFERENCE NUMBER FEE NAME TOTAL MOBILEHOME-002697- Mobile Home - Electrical Fee $45.00 2021 Mobile Home - Mechanical Fee $45.00 Mobile Home - Plumbing Fee $45.00 Mobile Home/Park Model/RV Setup Fee $65.00 5550 Laura St 12 26 21 002B 00500 0000 Zephyrhills, FL 33542 SUB TOTAL $200.00 REMITTANCE INFORMATION City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 TOTAL $200.00 September 02, 2021 5335 8th Street, Zephyrhills, FL 33542 Page 1 of 1 813-780-0020 City Of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Rece€ved�bler-1476, ext. 2 Phone Contact for Permitt€n r r r r r e r r.. Sixth Avenue LLG.. r a. r r e r �1 r rOwner's Name Owner P Owner's Address 2 N Riverside PIz, STE 800 Chicago, IL 60606 Owner Phone Number Fee Simple Titleholder Name ^� Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5550 Laura Jrt. �e h rhIIIS, FL 33540 LOT# 33 SUBDIVISION sixth AVenUe PARCEL ID# 12-26-21-omb-oo50Q-QQO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL MObII H me DESCRIPTION OF WORK InstaliatlOn Of neW mQblle home With electric, (DiUtllbin0 and A� COnneCtlOn, BUILDING SIZE 16' X 56'� SO FOOTAGE � 6 HEIGHT BUILDING $qb 000.00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE 150 PROGRESS ENERGY W.R.E.C, 1,000.00 DUKE PLUMBING $ 800.00 t MECHANICAL $ 2,300.00 VALUATION OF MECHANICAL INSTALLATION ° GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS J FLOOD ZONE AREA =YES NO BUILDER COMPANY BMI LLC SIGNATURE REGISTERED Y / N FEE CURREN / N Address 9931 Old Lakeland Hwy. Dade Clty, FL 33525 License # IH/1025370 l ELECTRICIAN , COMPANY Electric Works SIGNATURE REGISTERED YIN FEE CURREN Y / N Address 8010 US HWy 1 Leesburg; FL 34788 — License# FC13005476 PLUMBER COMPANY FABetter Plumber Inc. SIGNATURE REGISTERED Y I N FEE CURREN Y/ N Address 581 N, Park AV 1538 Apopka, FL 3270 License# CFC1427645 MECHANICAL y COMPANY Air TechS Of VOlusia LE;�� SIGNATURE Ak REGISTERED Y 1 N� FEE CURREN Address PO Bax 1266 N yrna Beach, FL 32170 License# I CAC1815110 OTHER COMPANY _. SIGNATURE REGISTERED YIN FEE CURREN Y / N Address License # 11/I/111111/IIIIIIIIIIIIIIIIIIIIIIII/11111111/IIIIII111/1111/111I11 RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction_ Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans 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 It 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 IMPACTIUTILITIES 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'StOWNER'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 CONTRACTOR — Subscribed a Subscribed and sworn to (or affirmed) before me this grgmj, before me this v v by 8/4/21 y � �LarrBJ �lker Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification, as identification. Public Commission Name of Notary typed, printed or stamped Notary Public CetSmssion No. HH115655 _,_-Tinn,Qthy_J ler Name of Notary typed, printed or stamped �OHN KOO-ER Notary Public - S*,a*,L of Florida "Orrimissio'l , li- 155655 my Corm. Expires jui 19. 2025 OEMTmOTfil 8CnCeC �irough Naccna, NCiary ASSP. 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, Non -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 Leal Descrip Ion (First 200 characters) Taxable Value $2,584,100 $2,612,576 Plat 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 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 "lax Area FEMA Code Sinkhole Neighborhood Code(s) Status 13.38 30ZH X None Reported RRVP - RMHP View Sketch Building Information - Use 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 1 Masonry or Minimum Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 None Fuel Gas Heat Forced Air - Not Ducted /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 myMHcommunity,,,.,.,, 5610 65 #13 12 1 #125 #124 a n- 5600 1 5603 #14 - 4126 1 4123 5600 415 5548 5,553 5552 4127 #122 #16 Z, 5546 55421 554-555, 417 #128 #121 5524 #22 5518 423 5512 #24 LEGEND Clubhouse Shuffleboard UHorseshoes Bathhouse/Laundry Ej Address Office 1-23 Lot Number 5550 433 5538 431 5534 430 5528 429 5522 #28 5518 #27 5512 42b 5508 #25 #37 5541 #38 I Mi W1 5'5 0 6 5507 #132 #133 5602 1 5603 5602 n #54 455 #74 47�5 5552 5553 5554 1 5553 #53 1 #56 g #73 #76 ---48 55zliT 5547 5548 5547 #52 1 #57 it77 #77 5542 1 5543 111 5542 5543 #51 #58 #71 #78 5r-38 5539 5538 5539 #50 #59 #70 1 #79 5534 5535 5 3 #49 #60 #80 5529 5528 5531 #48 #61 1�� 1 #81 ---------- -41 5524' -- T 5527 i�, 5 2,46, 5.525 #47 #.2 #67 #82 5520 -jC 55 -5, 5 2 n 523 #46 3 #66 #83 5514 5515 5 514 t5 5515 5554 3394598 #100 #115 #113 5548 2 14 —__j M � \\ \1�:� \} }}�: \ 5550 Laura Street Clayton Journey 161 x 561 do Tabetha Drive DRAWING C E- 17- 6®2 " i PIER i:EGE;YD. XE =11R11 =-C-11 LEj DO EL3 fr-9 1 /2" 2 - J_"S ------- a ------ ------ 77 C-7 f: 0 =A_ - -- - -- Z -TYPICAL FRAME SUPPORT PIERS 114, SlU _W,itt 0,HiML PIL11 REV:-7/ 30/2020 12:46 PM FFKAI'jE' PIERS 84U SQFT. (STO pi'v �db�4Mbbile NomePermit War sh 0ffne Ae�rmli-�Wmrk�, , ee Address of home being installed Manufacturer Length x width NOTE. ffhanie.jsngle jy%de:gjjOUj one hejf,;Ofth&,b�*Vdng"P If home. Is a h, ion I unerstan 1P.1evr-quad..WjCf de. akejj�h in, renjaijider; of fi,�nte . d Lateral Arm:8Vstern §,cannot be used on any home (new- or used) where the sidewall ties exceed 5 ft-4 In. TvPical pier spacing Installers initials BB P618111t Number: Date: New Home El Used Horne Year Built: Home installed to the Manufacturers Installation Manual Home iv:installeda accordance with Rule I 5-C ?"ark Model Single wide IR Wind Zone 11 Wind Zone 111 0 Double wide 0 Installation Decal Triple/Quad 0 Serial # 1�beam Pier Pd:sfze 17.6 X 25.5 0.11hervieunad sizes 16 x 18 4required bv the. Mfg.) Doors / Windows OrAW".approAinate (Ocatiaos-of maniane, symbot-to thaw il�e final StObilkin-9 Device ILsfail Orer . HOMORrIde final stabliftin-a Device W/ Lateral Arms - ores -0me, Pride 6000"Z—" �RE--� within 2'of end of home $Pamd at V 4!'cc I Jin0ior PERMOT NUMBER PEAr WORKsHEET Th or 8 pocket p eetronleter tests are rounded check hem , declare 1000 lb. soil psi 000 x 2000 X a0_0 0 POCKET PENETROMETER TESTING METHOD 0 -met6folat n, - Test the Perimeter Of the home at 6 locations, 2- Take the reading a at the depth of the looter. 'r1cretrients. tyke 3. Using 500 lb z Increments take:the lowest reading and round down to that increment, 200o X 2000 X-2000 r check t j49ttt 0 Note: A 3tote,appraved lateral arm -system is:b - anchOrs Eire allowed at,the,sidewallio elngusedl.and4ft, anchOrs-are rOquired. at a . cations, l,UnderIgtehd,5,ft read' !n 9 or If. Celiterliffe- -tie - is 275 less p andwhe., requires anchors with' 4000 lb h -holding capei�li Fs city0me fn2nLificturer ma`y ALLTESTS Installer's -iniffairs lWUST BE PERFORPAEE) BY A installer Name L--:'rry W. BJ 13-.ke, UCEMM INSTALLER E)ate Tested Connect all sewer drains to an existing ee"'er tap or se Connect all Potable water suPPlY piping Ptic tank. pg. independent water sup7 ply systems, pg.tO an existing water in SUP02 0abd5gd organ removed W ater ra A0 Inage: NaVa'a"a Swale Pad ge awall ed.s a- '"409 will 110t.seme as clasicet biRing installre rid astrip Type `4tlstallees als BB pg� gas Polyurethane ins • Floors Yes here X • Walls Yes X Beftom Of ridgebearn Yes X 11 1­1510n of,rain water, Yes Dryer vent inetail' no R4 e -:outsiOd 0C.tkirting. Yes X n -41 itqj .ge flo*Van lj Dr#Fn j1hes­ td W',oUtW'dI NIA a of skirti , Yes Efecjrj,�jj sUPPOft—d at4 fd6i �iiilervaj's Y- . ng, W/A Other - Crossovers Protected. Yes - X es, X 9 Terry Zia Modes &ecu&e Divector A SAFER '� Azio y e HIGHWAY SAFETY IUti MOTOR VEHICLES2900 Apalachee Parkway i blahasseea � ti orida wwwmhsmv.gov r. Andy Oliphant November 1 a 2015 Home bride Inc. 421 Hart Lane P.O. Box 160387 Nashville, Tn. 37216 _ r'� , M:. i •, �' �, ► .i � '� > rat i� �+ i �, � � , ! �; t I .�Fi ; ,i , � iM" . tI` " � J i { : �' �s i ♦ i III iM i�' " t i `� • : i !'� i s`,.!....t on ,;. information b` "1i to this bureau, the fbilomOngp.i,:l: was tested, are provided, at installation sites. -ror sale and use in Florida when the installation instructions showing the way the system James McGowan Field Services Manager BureauI I Uof Dealer � Manufactured oyt Section ® — SarWce° Integrity ° Courtesy a Prolessionalis dOln a Excefl uce An Equal ppo 'gy E PIOYer 4', , r-1=4= 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. 2. Centerline anchors to be sized according to the soil torque conditions. 1 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, 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. Facing the home CENTER Lateral/Longitudinal Strut Facing the home RIGHT CORNER Facing the home RIGHT CORNER 7, The placement of the corner systems should be at a sidewall vertical tie that falls no more than 11' and no less than S' from the end of the house on each corner, 1. -H--'OVT� A�PRD I D IE 93 NUMBER OF LOCK DOWN ANCHOR ASSEMBLIES NEEDED: Wind Zones 2 & 3 with roof pitch 6/12 or less. a Single or Double section homes 30' to 52 in length (excluding hitch) 4 0 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 Using 6 Anchor Assemblies IN S Lock Down Anchor Assembiv Components List 1. Ground Anchor with Strut Attachment Cap 2, Stabilizer 3, Lateral Strut 4, Longitudinal Strut 5, Beam Clamp Assembly Lock DowaAnshRLAKRM§kInstallation InstructiM 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 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. I "R 0 —AA E PRIDE 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, #5. 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 fall within 10 degree minimum - 50 degree maximum k) H W-dilsbw C.­N" 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@hpanchors.com for any questions concering this product, Legacy Engineering listing # 113 Notes: 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 LDS 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 TO M E<" ->PR I D �� .,w .:. : . .. ..... ....... LIA .. y>. w.>. CUSTOMER: �w ] Kf-ji ma •� z»m� :+:+<mx� � � � :� +� Figure I Figure 2 Figure 3 Figure 5 M Step I... Laying the Bottom Channel Components A level or plumb line should be used to establish the location of the Bottom Channel. The taller backside of the Bottom Channel should be located directly beneath the outside bottom ed e of the home, where the To% Trim Back com%onent will be attached (seefigure 1). To prevent grass from growing around the base of the skirting and provide a non -shifting base for the ground spikes, 9" asphalt roof starter should be installed around the home. The roof starter also reduces the possibility of the 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 corners, the Bottom Channel component can be notched with snips (seefigure 3) an: then bent to the 1 desireangle. (Attached to the ground as shown infigure 4). d PT'ote: 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 Irim 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 page.) Do not cut Top Trim Back components at the corners. Gently bend over a sharp edge of a cutting table or a similar surface to form a corner (seefigure 6). If the installation is made in extremely cold weather, the vinyl should be warmed to room temperature before bending. Warming will avoid the likelihood of cracking, Step 3... Cutting Top THm 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 a fine-toothed blade in reverse position (see figure 8). Locking the Skirting Panels 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. •M, -WHIM, 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 nttwav e,).,a,,Y,.elv or damaim mav occur. Figure 11 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Step 4... Installing the Top Trim Front Component The Top Trim Front component(s) installs easily by snapping the top edge of its spring lock into the installed Top Trim Back component. Be sure to push the Top Trim Front component all the way into the Top Trim Back component until it'%mapsll into place. OWN Front component(s) approximately I". Cutting Additional Corners If inside comers are needed, trim strips can be easily cut with aviation snips to form attractive corner joints by cutting a 450 mitre on adjacent ends and butting. If extra outside corners are required (for porches or add -on rooms), notch the trim strips as shown (see figure 13), bend around the corner and snap into place, Allow at least 3' of trim strip on each side of the comer. Easy Access Access can be ained at virtuallw 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 12 Hand Bend Figure 14 el VINYL SKIRTING PROTECTOR V-Guard Installation - (if applicable) Installing the V-Guard Component TopTHmRont Snap In F _— O.U.nn M ­J V-Guard Vinyl Skirting Protector component(s) installs easily by 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 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. 00,94,,4440 wwwstylecrestproducts.com Printed in US.A M 9, Copyright 2012 02/12 306133014 INSTR#2021169948OR BK10413 PG886 Page 1 cf 1 08/11/2021 03:34 PM Rept: 2338198 Rec: 10.00 IDS: 0,00 IT: OM ------------------------------------ — -------- k-Al varez-,SLow-l-es,-Esq,.-Pasm-C-oAmty-Clerk & Comptrolle-r---- pe"N NO NOTICE OF COMMIENCEMENT Psetsidow4ownw 12-2e-2j-OQ2S-09MAM------- 2 owwo vospvkn a(IMPMvw"t 3. O*WW Inkim"bon of kessait WWWWWn it the LA&Z" Mntr*OW W the hVMMOON Nwo of Foo at TV"dw: 4, Caftwcw. 80 LLC- Lmrj W 13J Bo(*er Nit IES_37 I% — me "31 �ss Cry C,Mu*zW,T&W,hom,Nq,. S wry; tot DOW: Tolophaft No & tender toWees TOoptow No 7 PWWAS VAW lho Stft of FWWO d*SW4fta by 9* owei or *VW dooxrmn may be soved at: pm~ by )are$$ Tw"ho" of o4oww" PWW- 0. 10 460M 16 him"#. the oWhor d"914100 —CN- 10 the a cM of the Lionoes No... do as PmWded to Socilon 713 13(l)[b). F. $lskohhi. T.- W~ of PWW or EntRy OssfirshM by Netter 91 E*kWw " 0 Nofte of Commencemom (die w4"on date may not to baftm the o"Mm of omsimallon ow *W paymant to tw cw%mckir. but vA be ono yew foom trig date of toccoft union a dOw"I dato is gwiliocl); LMdW pWk*y of pottogy, I docioto " I have too IN lomp" nofts that the facts "" #MRRW W* MW to to ow of my ko*vA%"* WW twW PWWMNY KAVAn 10 QH PM*k" fdootikatictif El Nolowy fifonah" Type of IdwokoW Pmoj,*4 Nwho pry"t, — SUSM L Ka WAL My COMMISSION # GO 911739 EXPIRES: 010ber 12,2023 g— "B'Mo 1(hru NOWY PLtk Uww'"N'