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Home My WebLink About21-2701City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 )BILEHOME-002701-20 Issue Date: 09/13/2021 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 563.80(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. IIII•IIIIIIN I I•III•IRVIN III•I I IIIII I I 9 .. 0 1 1 0 0 0 4 - . - - .. riv, 76", V, I T , as accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. "VIIII Lo /4)0*4kyt*r' CONTRACTOR SIGN TURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER BILLING CONTACT LARRY BOOKER B. LLC • STEWART RD ZEPHRYHILLS, FL 33540 to INVOICE NUMBER INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION 1 INV-00004507 09/02/2021 09/02/2021 - - - ------- --- REFERENCE NUMBER FEE NAME TOTAL MOBILEHOME-002701- 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 5540 Jennie St 12 26 21 002B 00500 0000 Zephyrhills, FL 33542 SUBTOTAL �$20O 00 REMITTANCE INFORMATION City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 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 Received Phone Contact for Permitting ( 813-714-1476, ext. 2 RMT04mair-MV1111,11TIMOM Owners Address 2 N Riverside PIz, STE 800 Chicago, IL 60606 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number C� Fee Simple Titleholder Address JOB ADDRESS 5540 Jennie St. Ze h chills, i L 33540 LOT# 18 SUBDIVISION Sixth Avenue PARCEL ID# 12-26-21-002E3-00500-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL M bile H me DESCRIPTION OF WORK Installation Of new mobile home with electric, plumbing and AC connection. BUILDING SIZE 16' X 56' SO FOOTAGE � HEIGHT BUILDING $45,000.00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL PLUMBING MECHANICAL 1,000.00 $ 800.00�� $ 2,300.00 AMP SERVICE 150 PROGRESS ENERGY W.R.E.C. DUKE VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING E:] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �A ? COMPANY SIGNATURE l 1 REGISTERED Address ` 31 Old Lakeland Hwy. Dade City, FL 33525 ELECTRICIAN COMPANY SIGNATURE '� ' REGISTERED 8010 US Hwy 1 Leesburg, FL 34788 Address PLUMBER 'f COMPANY SIGNATURE iv REGISTERED 581 N. Park ` 1538 Apopka; FL 3270 Address ° COMPANY MECHANICAL & SIGNATURE L REGISTERED PO Box 1266 `N Smyrna Bench, FL 32170 Address OTHER COMPANY SIGNATURE REGISTERED Address SMI LLC LZ_ NN FEE CURREN Y / N License# I IH/1025370 Electric Works Y / N FEE CURREN Y / N License # EC 13005476 A Better Plumber Inc. Y / N FEE CURREN _ Y / N License# CFC1427645 Air Techs of Volusia LLC _.��_.� Y / N FEE CURREN Y / N License # I CAC 1815110 Y / N FEE CURREN Y / N 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 & 1 dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster_ Site Work Permit for all new projects_ All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill Out application completely_ Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades 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 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'SIOWNER'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, Weiland 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, lot, P11,41! Palo M qZ01 HAUAW01 J 11110MK01111 I M Lox I LM"121114dola I J1 I Alz MAL I _q Z I FLORIDA JURAT (F.S, 117,03) OWNER OR AGENT CONTRACTOR -;;WF r before me this Subscribed and sworn to (or affirmed) before me this Subscribed and a 6 —(o affi?med) to by 8/4/21 by Larry W 8J Booker 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. Notary Public ------------ — -Notary Public Commission No, Com i'sion HH155655 Me 7Timothy John Koch Name of Notary typed, printed or stamped `-Na,4ud_qLNotaty� ry eq _pfifited or stamped Tlm0 Y XH14 KOCFER Notary Public - State of Florida Co mmission 4 Hl, 155655 my Comm, Expires Jull 19, 2025 ,C C through NaMr4t NOtary Assn. Eft e = IN,STR#2021132354OR BK10378 PG330 Page 1 of 1 36r24/2021 08:17 AM Rept: 2317978 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller NOTICE OF COMMENCEMENT Ms" ot Florlds Comfy of Pasco 40A POW, *'W—' 4111+04;4WA ' 100111 -- 1,71,11 Alk W1-------'-- 14 3. ownwi tafonnagon w Law* tion It" Lem# owfrv&*d W 9" WAPmws"Mi- JL— R*IW- ftto intw"knprooeft� Nafm of F60 11025370 4 coovmdor Wow, 9931 Old La"�Wnd.. FL jwm—" city Ww— Co4#&cW,TW#0.*N*: 013-714-1476 — Amm" of 0": Tooph"No. Nt" Leows Toopra" No, 7.pW$om vAkh Jim SWv of FIWWS 40W,81od by to WAW UPW A"D" Of Go'e' is b* Swv" W WaAftd by $*cdon 713ANIKAW), Floods stomac Name city sfia ToWpW& NWW of D"OMOd Pefwm: Unr dedare vial I hov# mad vW ketri" no** of =ffWWW*ow(d And vot WA fsds vatod OW440 sm v" 10 " b", STATE OF FLORIDA COUNTY OF PASCO On ;1! touw or ownWs or La**",'* AWhafted •s oftaAb"aw Leslie re i t r' R 84WWy*TjWo9e* 11 11 ,nm fontoing Waingoam '73 of�t�'' 204, by i ov- was to, ammy A Na) W fium of v*00�bsh& 0 WIWI" mstmjwt�vms ,foysonaliv Known Q 0 PMO.,Ad IdONACA110n NOW(v svn#k" Type ot toonoftmon Pmdw*d Nome (POTI) SUSAN L, KOWAL MY COMMISSION # GG 9 11739 EXPIRES: Octow 12,2023 Parcel ID 12-26-21-002B-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 y addresses 5542 ANNETTE STREET, AVENUE,ZEPHYRHILLS, FL 33542 ZEPHYRHILLS, Assessed a r Non -School School $2,584,100 $2,612,576 _$0 -$0 -$0 -$0 Legal -Description (First 200 characters) Taxable Value $2,584,10 $2,612,576 See Plat for this Subdivision Warning: A significant taxable value increase may occur when sold. ZEPHYRHILLS COLONY COMPANY LANDS Click Mere 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 SStkhole Acres Tax Area FE A Code Neighborhood Code(s) atus 13.38 30ZH X None Reported RRVP - RMHP View Sketch Building Information ®Use 7700-Clubs, Lodges, Halls (Card: 1 of 2) r Built 1967 Stories 1.0 xterior Wall 1 Concrete or Cinder Block Exterior Wall 2 None oof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle ,terior Wall 1 Masonry or Minimum Interior Wall 2 None louring 1 Cork or Vinyl Tile Flooring 2 None Gael Gas Heat Forced Air - Not Ducted /C Window Unit Baths 2.0 ine Code Description Sq. Feet Value 1 BAS01 LIVING AREA 1,924 $24,102 2 CAN01 CANOPY 100 $376 Extra Features (Card: 1 of 2) 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 PreviousOwner: MERKLIN BRYAN A & MERKLIN NANCY L SIXTH AVENUE LEGEND Clubhouse Shuffieboard 39345 6th Ave. j Zephyrhills, FL 33540 U Horseshoes Bathhouse/Laundry q qp ��vg p qg y ig Office r'`= Address o i i 9 M. 4,�tw°4' fl #1 1u i 9., 3 c.-F, x""i 523 y ... Lot Number BETHANY LOOP -7 'AJ 5610� � Co%09 %! dd . , , '.7 l #1 _ � TAB THA DIVE 600 `� 1 #55 #7 #75 #126 #1� #15 #11 #3 #3 #5 #1 #115 39457 - — — 8 53 �.5 553 � #113 r ;. �;, ; +?T9 462- x p r x #53 #73#127 #122 #16 #10 � #33 #36 IZ�,#56-- #101 i #116 �,"� I39459 554.5 I 45 - #112 #52 j #57 = #72 < 5542 5545 _ — #32 #37 a #1 Chi #12 #121 5 --- `�4 ,�4 � i �; i �` � �� n 5532 55391 4 5, ' 55 55 #1 1 #129 #li6 #7 ° # l #3 —#5 #5 #7 #7 534 1 I _ ____- -- 5 #1t}4 4 BETHALOOP #80 #109A #29 #4�449 #6� #69#19 ' l 5528 5529 } 5528 55139467 I l #` 8 # 1 � #48 # 1 #68 # 1 �#1098 #2 #5 n w l #�2� ' ,h #47 #62 #67 9� ,. #131 #4 #27 ; #4( � 1 #1i5 2 #3 #26 #43 #46 5522 #22 — — 4106 �w ;515 �4 5fi5 it #45 #64514 t b#65 #4 #2 #2N'"-7'77 55 50 l 5 #1 ` ; #24 #10 . #119 #118 #117B #117A 5505507 #132 } #13 5540 Jennie Street Clayton 16'x 56' Lot 24.52' PIER LE6E€iD. - - E h- HERUER4CE DROP LEGEND � r � ,acc'++aoov •;:� MI 13/16" J 6 --tC• ltCU.:�:F O O 4 u d a 1 `.:..'�... ;l 1 ri i y s v TYPICAL FRAME SUPPORT PIERS M A ES L 'us t m �4b t wHlawult<r tu,inli ° —, u 84o so Fc iS8t 175GN/A {5sD r�=sa "CGr:Cm4AE0") t 4 PUs nttn+ ^' 8 1D N/-ham. P1j4Gr'. DORCHIREi"s' u 'C£5,40R#6a'EU`. t2- 14t 2g88 425 A w 9f collecS7b - REV:7/30/202C) 1 2;46 PM PR -um PIERS 95 1 2^ • _ L��d�bl7le HomePermft-Worksheat Installer: BMI, LLC License IH1025370 Address of home —A being installed 1-611 AAA� IN I - L. n Manufacturer Length x widih 5 Is NOTE. if home Is. a single- wide:[11t out One hfiffof 1hehf0c1dngi;jjTn If hame.1s a blote-ar quaawide skelch InramaindOF Of h0nia I understand Lateral Attu SYStOm§,,�annot be usedon any home (new or usled) wh6re the sidewall ties exCeed 5 ft 4 In. Twical pier spacin Installer's iriffials BB 7- 7 Z 41 � lateral POrmit Number: _ Date: New Home El Used Home 0 Year Built: Home installed to the manufacturees,installation Manual Home is-installedd accordance with Rule 15-C Park Model Single wide 51 Wind Zone 11 C4 Wind Zone 111 0 Double wide 0 Installation Decal Triple/Quad 0 serial # L RVAD E _ELR SIZES I I�beam Pier pad size 17.5 X 255 ........... Perimeter pier pad Size Other pierpad sizfks 16 x 18 (reciuked by the mlg.) Doors / Windows Draw -the appro)dmote 100atiO05-Of Marriage 'usethis pters. L'StAtmardommall ape qs foo greater than 4 t and thOir,pler.jiad sizes" bell"ow. Opening Pier pad size. I TIEDOWN COPAPMEMM Longitudinal Stabilizing Device (LSD) Manufacturer. , Home.Pdde within X of end of home spaced at V R'oc Number Sidewall Longitudinal Marriage wall Shearwall PERMIT NUMBER PERM'T WORKSHEET The Packet. 7one OUX"deod do Otrometer It" '= or check he to declare ItOO hrejj 00() POCKET PENETROMETER TESTING METHOD I - Test the perimeter of the home at 6 locations, 2, Take the reading at the depth of the fcoteE 3Using 600 lb inclements take the lowest reactround YYw� to that incromerI X72000 x 2000 X-2000 eck ............ -a. _a I 130-Int5where ;e-torque.thst 5: It or lesS and where the mobile, ho 0 requi c with 400 lb -holding capacity. ---B�B ins0ler's initial. ALL TESTS PAUST BF. PERFORIViED BY A LICENSED INSTALLER InStaffer Name Larry W. BJ Booker Date Tested Connect electrical conductors betw een multi -wide units. but not to the main Power source, This includes the banding Wire between mult-wide, units, pg. 9 ng rMS-111—nafer, supply -systems SUPC M Debt* and organic material remov Water draln4dw. Natu�al ad a, A Of -taPS' will ri6t seNe a strip tials BB Type pg94, P61YUrethane ins: I' 6 =n Floors Yes here X Beft"en Walls yes Bottom x Of ridgebeam yes X 9= IN I 4Yes 11 X-- Veltifications Y4is intrUsion ofrain. water. Yes Terry Le Rhodes ExecutiveDirector A SAFER HIGHWAY SAFETY 4N MOTOR VEHICLES Tana as �aee fax � Florida32399-0 WWWJULgmv.gov ro Andy Oliphant November 18, 2015 Home Poide Inc. 421 Hari Lane P.O. Box 160387 Ashville, Tn. 37216 �1 +r° 7.!.� '�il��'^ � 'i'' i�; a� ;i.; 'i• 'rf ��< � :-!�� ' ..�� lkr'rX'�I?�. ifii Based on the information submitted to this bureau, the following 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. r i I� jj:ames itl �Jj,�, ��IIll�jk� ,.}'1,7y� �%� s•.ui R owan _ld Bureau of Dealer Manufactured Mgt Section Q — Serlice° Integrity ° Courtesy 4 Pro essiOn " m ° Innovadon o Exceflence An Equal opportunity Employer er 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 54" on center, 2, Centerline anchors to be sized according to the soil torque conditions. B. Sidewall anchor loads in excess of 4000 pounds requires a 5'anchor. 4, Sidewall vertical ties can use 4' anchors in soil type 4B. Facing the home LEFT CORNER 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. 01A Facing the home CENTER Facing the home RIGHT CORNER c Facing the home RIGHT CORNER 7, The placement of the corner systems should be at 8 5idewall vertical tie that falls no more than 11' and no less than 5' from the end of the house on each corner, 1. -1HOME' >PRIDE NUM6ER OF LOCK DO�rN 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 Assembly Components List L Ground Anchor with Strut Attachment Cap 1 Stabilizer 3, Lateral Strut 4 Longitudinal Strut 5, Beam Clamp Assembly Using 6 Anchor Assemblies 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 Y2". The Strut Attachment Cap should be installed within YV' 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 S"-10" from fully installed ® allowing room for the soil to be placed back in the pilot hole and properly packed. 3:0--MEqPRIDE 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 bait 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. I.Mgt.61"d s�x M, Awn-flae= sd�mllsftw dm After the Lack 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. Prearilled 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 contactusehpanchorscom for any questions concering this product Legacy Engineering listing 4 113 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 LDS product or to items that are functionally part of the HP 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 (I) 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 0M1_E1_"PR 11__D_E WALL SEMION allb-sh pa" PERMIT -- w L w�,..,� 111�� Miirw�l�l� I�M�'1 ti �� • +► I, �M �r ��y w Figure I ?�i Figure 2 Figure 3 Hhr We Figure 4 Figure 5 Step I... Laying the Bottom Channel Components A level or plumb line should be used to establish the location of the Bottom Channel. The taller backside of the Bottom Channel should be located directly beneath the outside bottom edge of the home, where the Top Trim Back component will be attached (seefigure 1). To prevent grass from growing around the base of the skirting and provide a non -shifting base for the ground spikes, 9" asphalt roof starter should be installed around XXI *Mt vinyl skirting panels being damaged from the use of a powered string trimmer. "Weed - Eater" type trim units will ie� =177 M7 grouna mrougn Me prepuriched 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) and then beDt to the desired angle. (Attached to the ground as shown infigure 4). Note: in him 0 loose from recent excavation and has not yet settled, it is advisable to fasten bottom channel to treated wooden stakes. For installation on concrete, use 3/4" masonry nail instead of ground spike. "Liquid Nail" cement or other similar methods of setting a fastener directly to concrete can also be used. Step 2... Mounting Top Trim Back Components First determine where the Top Trim Back component(s) will mount on the lower part of the home. The bottom edge of the Top Trim Back component can extend below the bottom edge of the home if there is a solid support for nailing and a solid bearing for the Top Trim Front component against the side of the home. It is helpful to mark a line around the bottom of the home with a chalk line or other method to assure a straight line where the Top Trim Back component is to be installed. The Top Trim Back component is installed by driving the fasteners in the middle of every slot (seefigure 5). Do notfasten tightly! (see fastening instructions on front page.) Do not cut Top 11-im 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 1)rhn Back Components The Top Trim Back component is constructed with two parallel ridges at intervals below the nailing slots (seefigure7). These ridges may be used to measure the distance from the ground to the lower ridge. In cold weather, measure to the top ridge; In warm weather, measure to the bottom ridge. If the ground is level, several panels may be cut at one time using a hand power saw. Remember, if a power saw is to be used, mount afine-toothed blade in reverse position (seefigure 8). A snap lock tool is used to punch locking tabs on the outside bottom edge of each skirt- ing panel (seefigure 9). When the panel is installed, it becomes locked in the Bottom Channel component. This feature assures retention of the panel in the Bottom Channel. Note: When installing in a high wind area, you may also punch locking tabs at the top of the panel for added locking strength, Self -aligning panels easily snap and slide into place (seefigure 10). Be certain thal each skirting panel positively interlocks with the skirting panel adjoining it. Note: (above 36" panel height, a framing support system should be considered.) InstaHing 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 Skirti I Using aviation snips, cut the panel to fit around the connection. Cut the panel fro the side — not from the top or bottom. Keep snip points open as if cutting cloth t avoid cracking panels. I 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 sourc inust bjL�nt aw-m fom the nanels or damage mav occl Figure 11 Figure 6 Figure 7 WM 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 Thm Back component until it'Snapg" into place. U " F - "' " Kit are Dotcnea Z" on one end see 211 If inside comers are needed, trim strips can be easily cut with aviation snips to form attractive cornerjoints 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 snap into place. Allow at least 3 of trim strip on each side of the corner, Easy Access Access can be gained at virtually any point by simply lifting the Top Trim Front com- ponent and sliding out the desired number of panels. Accessibility to the area under the unit is available whenever desired, Final Configuration Please review the drawing to the right that shows how the components and skirting panels look after installation is complete. Figure 14 5 VINYL SKIRTING PROTECTC)P V-Guard Installation - if applicable) Installing the V-Guard Component V-Guard Vinyl Skirti Protector component s) installs ea V hNL-- Figure 12 Panel R=e (V-Guard} \` Bottom Cannel 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 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. M.4,444, wwwstylecrestproducts,com Printed in USA d Copyright 2012 02/12 3116133014