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Home My WebLink About21-2693City of Zephyrhills 1 lill Tlki'�g 0 5335 Eighth Street Zephyrhills, FL 33542 :)BILEHOME-002693-20 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09/13/2021 a "I Mims ITT-01M vi ril oil F2 12 26 21 002B 00500 0000 5507 Annette Street 'M R gia Name: SIXTH AVE LLC Permit Type: Mobile Home Contractor: BMI LLC Class of Work: Mobile Home (Replacement) Address: 2 N Riverside Plz STE 800 Building Valuation: $49,100.00 CHICAGO, IL 60606 Electrical Valuation: 1�hone: (813) 782-3319 ffallaffam REPLACEMENT MOBILE HOME 896 SQ FT Mobile Home - Electrical Fee Mobile Home - Mechanical Fee Plumbing Valuation: Total Valuation: $49,100.00 Total Fees: $200.00 Amount Paid: $200.00 Date Paid: 9/13/2021 10:36:49AM $45.00 Mobile Home - Plumbing Fee $45.00 Mobile Home/Park Model/RV $45.00 Fee $65.00 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. . 11"AA AWWOJI&Q, ka-AWWWWA-1 "*- 1112, "-1,- awrw"'- A 110S jr-'*Jlnrt"'V� nlay #e IULCN't III ule plit'I'llu feu,2111t5 911 LIIIi U1911.111y, -dTr1V-t1-reT0 entities such as water management, state agencies or federal agencies. g�g I I I I R111111mim 111!1111111!111111 11 11 a ^ I It - 11 . 0 T. IL accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRA R SIGNATURE j I PE IT OFFICEU PERMIT EXPIRES IN 6 MONTHS WITA01tT-A—PP-R-OITO-U"-S!FX-j2-r�%-L-- CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER BILLING CONTACT LARRY • • 1 ! i • i MINTRI INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION I t 0045 8 i • i 09/02/2i21_� REFERENCE NUMBER FEE NAME TOTAL MOBILEHOME-002693- 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 5507 Annette Street Zephyrhills, FL 33542 SUB TOTAL $200.00 REMITTANCE INFORMATION City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 TOTAL 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 r� g Date Received �1 813-714-1476, ext. 2 + � Phone Contact for Permitting T/ 1 1 I_6. 1"1" _.i1C::L 1 it d L.-1 1 1 7 i lr 1 1.. 4..7 F I 1 1 a._F._.-T-9 '-'- Owner's Name Sixth Avenue i_LC Owner Phone Number 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 5507 Annette St. Ze h rhills, FL 33540 LOT# 133 SUBDIVISION Slxtil AVenUe PARCEL ID# 12-26-21-00213-00500-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN 0 DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM t OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL MO II HOITte DESCRIPTION OF WORK inStraiic3tlOn Of new mOblle dome with eieCtriO, plumbing end AC COnneGtlOne BUILDING SIZE SO FOOTAGE 1344 HEIGHT BUILDING $qg 000 00 VALUATION OF TOTAL CONSTRUCTION V f 60 ELECTRICAL� AMP SERVICE 150 PROGRESS ENERGY W.R.E C. 1,000.00 DUKE PLUMBING 800.00j MECHANICAL $ 2,300.00 VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY BMI LLC SIGNATURE ,. REGISTERED Y 1 N FEE CURREfi �Y /-N Address"" 9931 Old Lakeland Hwy. Dade City, FL 33525 License # IH110253 ELECTRICIAN ® COMPANY Electric Works SIGNATURE REGISTERED Y / N FEE CURREN _Y_ ( N Address 8010 US H 1 Leesburg, FL 34788 � License # EC93005476�� PLUMBER P". COMPANY I A Better Plumber Inc. SIGNATURE REGISTERED Y (N FEE CURRE<\ Y I N Address 881 N. Park #1538 Apopka; FL 3270 License # CFC1427645 � MECHANICAL COMPANY Air Techs Of Volusia LLC SIGNATURE REGISTERED Y / N FEE CURREP Y / N Address PPOBox 1266 Smyrna Beach, FL 32170 License # CAC 1815110 OTHER COMPANY i SIGNATURE REGISTERED Y ( N F�.RREI Address License # 111911i16B1t181C81111&�0611&IIIIIIIIIIIIBIIII181E19111111119IBItB181 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 (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. "s 1, i 11 1 11MIZI I I . OWNER OR AGENT CONTRACTOR "n— I — Subscribed and sworn to (or affirmed) before me this Subscribed m and affire before me this by 8/4/21 .L;Marry W BJ ooker Who is/are personally known to me or has/have produced Who is/are rersonally known to me or has/have produced as identification. as identification. Notary Public otary Public Commission No. commission No. HH1 55655 . __---T,�th Joh�nl<.c r Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Tlm',Tt On,4 M E2LEI-State �f F�crida commission Expires jut 19, 202; Bonce'd tlIrruir, Nancnal "ctar� Assn, INSTR#2021132359OR BK10378 PG335 P,g,,,fl #6/24/2021 08:17 AM Rcpt: 2317978 Rec: 10.00 DS: 0.00 IT: O00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller PWMII W Ponol to No .2 J- 5 0- NOTICE Of COMMENCEMENT State Of Florlds of - Pa$00 1Wi C., 1twvekflSIS14, 0" kftvAfq kmxwwwft to #M~ bat oft ofCo"Iffloov""t V#xafpdom of Propwtf Porool Idoolfto0on No, Street AddMn, Chww hien"000n Ito Lee"* Ink"m0w W the Loss" WU4000 101' 90 hWO"Wol� Wh NWM A00101" ity Interest in PrIpedy Boma of Fee Sk" TWOMMor. ?BY pia 4 C .. NIH/1025370 Nono 9931 Old City Sal C,~,ftTwPedP,Na: 813-7144476 6. Amowt of Pond,rF Telephone W, a, Lander "Am Additm C#Y Londot's Tok"ons Nw. Poroo"s %ol" me S. of FINWM *%$Owed tw the awffiff We" VAOM natfi-As of whow downents may be mved as wmmod by Secom Fkw(da SWUlow Aft0ex Cft gaw— in addw to her"W, trio avow 0"frows of — to Mot" a OW of ew Uan4n Noutm "pm d in Seclon 7 1 3,13(l)(0), Ffoods 518sub" TMGPWN N~ of Po"On of E"Idy 0000-00 by 0- 0 EVesnoo defe of NpWA of Cwwmwcopownt IV- eqk*Om data m" not b# bofm ow oomVW#w of comlItOon SPO 5" POYA"(O *0 ow"aw, but VA eo am Yom nom ft d" of emm"Itt; to"" a dwor"t dottf is *00000): I~ ponotty of ry, I dockwu dial I h&M read the ft"ping not" of ww"anowent AN thol the tam 518wd OW410 ww Inte to III* STATE OF FLORIDA COVNTY OF PASCO Leslie Register RVP P t SUSAN L. OWAL Any COMMISSION # GG 911739 EXPIRES: OtWu 12,2023 Borded Ttyu �n NO" PWQ Undamtiten Parcel ID Classification Mailing Address SIXTH AVENUE LLC C/O MHC OPERATING LTD PTNRSHIP 2 N RIVERSIDE PLZ STE 800 CHICAGO, IL 60606-2682 [AREMMI.C. '115!L'14 addresses 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 Assessed Homestead Exempti 4- Non-School School $2,584,100 $2,612,576 _$0 -$0 _$0 _$0 Leal Description (First 200 characters) _ Taxable Value $2,584,100 $2,612,576 See Plat for this Subdivision "a v ning. 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: 1 of 2) .ine Use Code Description Zoning Units Type Price Condition Value I 0210C RMHPCL3- 1 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 1 Additional Land Information Acres Tax Area FEMA Code Sinkhole Neighborhood Code(s) Status 13.38 30ZH X None Reported RRVP - RMHP Vie w Sketch Building Information ® Use 7700-Clubs, Lodges, Halls (Card: 1 of 2) ear Built 1967 Stories 1.0 xterior all I Concrete or Cinder Block Exterior all 2 None 1.00f Structure Gable or Hip Roof Cover Asphalt or Composition Shingle nterior all 1 Masonry or Minimum Interior all 2 None louring 1 Cork or Vinyl Tile Flooring 2 None uel Gas Heat Forced Air - Not Ducted dc Window Unit Baths 2.0 ,ine Code Description Sq. Feet Value I BAS01 LIVING AREA 1,924 $24,102 2 CAN01 CANOPY 100 $376 Extra Features (Card: 1 of 2) .ine Code Description Year Units Value I 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 Ownem MERKLIN BRYAN A & MERKLIN NANCY L - Clayton ® 9 P ' 56' l 11 iT:�j C: T. :i �t �i IIIII �I (� III j' III I�) I�'�I< �Ii�il' (��I� III Itl�l� 61.19' 20' wide by 22' deep Driveway — I�II�II��I � III �� t➢Y C; � �� T7.03' m 20' wide by 22' deep Driveway . Fend - - +3 6th Avenue #� +,�+`r §� � f M DROP I.Er Rvr;t I. — No 4 V.2" SLIDING CLASS REPS DOOR 32'-7- 21'1" -V-, ii FRONT DOOR PIERS L TYPICAL FRAME. SUPPOR' PIERS U Alli hf; ;3� 5 1 6 '4 IF 1 3 3 0 1 1485 1 1640 1950 2260 REV:-7/31 /2020 2i 16 PM 1.294 5QF7. (SM Pl• FT. .*W/0PT, PORCH/P.ECI-1. F-VITWWW IEE vw*_ �- = &EME� JImm �_AAioblfle Home Pernik-Worksheet Manufacturer Length x width M, Y. —LAIR, �a NOTE. if home Is a single wide fill out one half of the blocking plan Whome to a triole or -quad wide: sketch In. remainder: of home I understand Lateral Arm:SVstemscannot be used an any home, (new or used) where the sidewall ties exceed 5 ft 4 in. Typical pier spacing Installer's initials BB Show locations of Longitudinal and Lateral Systems (use dark lines li� show these, k��tionsl maniage wall plamwitWn 7: afendaf home pff Rule j!ji; New Home El Used Home n Year Built: 2_D2\ Home installed to the ManufaCturees Installation Manual Home is1ristalled accor4ancewith Rule 15-C Park Moil a 9 Siligle wide 0 Wind Zone I] Wind Zone 111 0 Double wide 1.1ft AI Installation Decal # Triple/Quad 0 Serial # = Omm Longitudinal Stabilizing DeVice (LSD) Manufacturer Home Pride Manufacturer Home Pride I FRME TIES I within Z of end of home spaced at 6 4!'oc iJJERTIES Number Sidewall Longitudinal Marriage wall Shearwall PERMIT NUMBER PERMIT WORKSHEET The Packet penetrometer tests are rounded down to 2000 psf jpr check hem to declare 1000 lb, soil without testing, X 2000 X 2000 x LO 00 POCKET PENETROMETER TESTING METjjOD 1 - Test the Perimeter of the home at 6 locations. 2. Take the reading at the depth of the tdoter 3. Using 500 lbincrements, takethe lowest reading and round down to that increment. x 2000 x LOO-0 x OO The results of a probetest is 276 inch pounds or check if You are declaring F andhorswithout testing . A test showing 275 inch Pounds or less will require 5 foot anchors- Note- A state approved lateral arm system Isbeing used and 4. ft. anchA rs are allowed atthe sjdjwaII*JOcatfbns, I understand 5 ft anchors are required at ail centerfine tie Points dwhere the torque test reaing is 275 or less andwhere thernobile home manufacturer may requires anchors with 4000 lbbolding capacity — B �B— Instalter's initials ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Installer Name Larry W. BJ Booker Date Tested tween muLtitmA(a -- 6WA-MA'1111 1111=51; .7� 04 A - Connect all sewer drains to an existing -sewer tap or se k; tank. Pg. -Pt Connect all potable water supply piping to an depdee)dsting water meter. water tap, or other inennt water supply systems, pg_ SUP02 - 04/23112 Debris and Organic materl I removed Water drainage: Natural a Swale x Pad X Other Floor-, Type Fastener Lags Length. 9" S- Mlls-I pacing: 1Z'OC Type Fastener � Lags 'Length' -9- pacing- 12" C of,, Type Fastener Lags Length: Fo�r usedtfornes a mm- 30 gaud, 8, wide C gall tered overthe peak ogf the Vanized roof and fastened roofing nailsat 2- an center on bo sides of ihe I c6nterlme_ galv- I understand a PrOperly1ristalled gaskist is a, requirement efalt new and used homes and that condensation, thdId, . I meldew and buckled marriage walls are a resultof 9.pobrly. installe-d' or no'gas ket being instilted' Of tapewill not serve as &gask- - - I understand a strip Type gasket Poilyurj*thane Installed: P9. Behffeen Floors Yes here' X Between Walls ye ii X Bottom of ridgebeam Yes x Thobettornboard -will be repaired. and/or taped, yes X Pg. --- SidihgOn:utlitr,','is-i6st�lle�toima6 Fireplace chimney insta ufactureesi 8P801fications Yes X Ited so as not to allow in of rain water, yes Skirting to be,installe.d. Yes X No Dryer vent imstaltledoutside Of Skirting. Yes X Ran di ' I I I I 1. N/A OW vOrlt,4171st6lbad. outside of skirting, Yes DrAin lines supported at 4 fdofiiitervals MIA Eleattice, CrOs , itiv6ii Protected. Yes Yes X Other: x abxry L. Modes Execufive Dfffeator A SAFER r HIGHAY SAFETYAN MOTOR VEHICLES R Ap &ee I' y i� �Ila��s�a 3�399-O5OID www-nhsmv.gov r® Andy Oliphant November 18, 2015 Home Pride Inc. 421 HartLane P.O. Box 160387 Nashville, Tn. 37216 Based on 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. ills 71.13 >' .`�;. ?fl it I �' ,; Field Manager Bureau o. Dealer i Services Manufactured Housing ';gtSection Service ° Lgfegricy a Courtesy ° NofessiOR ` m ° hmovadon e ceflence An Equal Oppor=dty Employer /`1 Lateral/Longitudinal Strut 0-Al NOTEa 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 49". ® Roof eaves exceeds 16", • Sidewall height exceeds 96". • Length of home exceeds 76'. REQUIREMENTS FOR USE wall vertical ties at no greater than 5'4" on center. 1. The use of the Lock Down Anchoring System requires side wail Centerline anchors to be sized according to the soil torque conditions 3. Sidewall anchor loads in excess of 4000 pounds requires a 5' anchor. 4. Sidewall vertical ties can use 4' anchors in soil type 48. Facing the home Facing the home LEFT CORNER RIGHT 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 Facing the home Facing the home LEFT CORNER CENTER RIGHT CORNER 6. Homes requiring 6 Lock Down Anchor assemblies only require longitudinal struts on the 4 corner positions. The EI two center positions only require a lateral strut. All struts must be installed towards the center of the home, 'Mi z 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. a�05:—M�EP R I DE NUMBER OF LOCK DOWN 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 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 Installation instructions The Ground Anchor with Strut Attachment Cap will take the place of one perimeter anchor and align with a sidewall vertical strap. Install this anchor at a slight angle, not to exceed 15 degrees, This assembly includes a stabilizer plate that is installed with the anchor and attached with a U-bolt and two nuts, The stabilizer plate should be driven into the ground when the anchor is about 2/3 installed, Attach the stabilizer to the anchor shaft using the U-bolt and nuts then complete the install of the anchor until the strut attachment cap is flush to the ground or slightly recessed into the ground, no more than Ya". The Strut V. Attachment Cap should be installed within Y," 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 anchoris 8"40" from fully installed — allowing room for the soil to be placed back in the pilot hole and properly packed. 14-0 —,VE<:"'>PR —ID 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, #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, a,.rgtwd1.4 stw ea %" 6�dpl*d siue-aso-P C.1mas- swa AMzdWQWMft 0 LI SM RM 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 jontactusehRp. �hors.comfor any questions concering this product. Legacy Engineering listing # 113 PRODUCT WARRANTY Home Pride warrants its Lock Down Anchor System (HP LDS) against defects in workmanship and material at the site of its initial installation, The HP LIDS 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. HIP 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 HIP 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 (1) year from the effective date of this Warranty These limitations shall be enforceable to the extent permitted by law. HIP 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 HOME PRIDE I w �.r Figure I Figure 2 Wt 0r 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 gure 1wo*64is skirting and provide a non-shiffing base for the ground spikes, 9" asphalt roof starter should be installed around the home. The roof starter also reduces the possibility of the Attach the Bottom Channel component directly to the ground through the prepunch holes (seefigure 2). Spikes are required every 24 inches ... extra holes are provided in the Bottom Channel component for convenience. Another spike or a drift punch may be used to drive spikes in completely, To allow for expansion, leave a 1/2" gap between each section of the Bottom Channel component. To form clean, attractive corners, the Bottom Channel component can be notched with snips (seefigure 3) an] Chen 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 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 compopent(s) will mount on the lower part of the home. The bottom edge of the Top Trim Back component can extend below the bottom ed�e of the home if there is a solid su*, ort for naJ*lf, and a 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 (see.figure 6). If the installation is made in extremely cold weather, the vinyl should be warmed to room temperature before bending. Warming will avoid the likelihood of cracking. Step 3... Cutting Top Mrhn 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 fro -n th,, round to the lower rid . I 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 =Ai lock toxI is used to ypunchlocking ing panel (seefigure 9). When the panel is installed, it becomes locked in the Bottom Note: When installing in a high wind area, you may also punch locking tabs at the top of the panel for added locking strength. VOMM Instafling the Skirting Panels 6-wd trim back, Lock the next panel as shown in figure 10. Panels should not be cut but bent around corners as shown in figure 11. Fitting Skirting Panels Around Service Connections Cutting and fitting to virtually any shape or radius is easily done with Vinyl Skirting, Using aviation snips, cut the panel to fit around the connection. Cut the panel from the side — not from the top or bottom. Keep snip points open as if cutting cloth to avoid cracking panels. CAUTION Proper installation of manufactured home skirting requires that the Top Back component be fastened loosely so the panel will slide freely in the nail slots, This can be accomplished by leaving the fastener 1/ 16" to 1/8 " from the face of the panel. The fastener must penetrate a solid surface by 3/4". Do not place outdoor cookers near the vinyl skirting because the heat will distort the panels, Any heat source must be kent ajQ"+jn ama� Figure 11 Figure 6 Figure 7 M Figure 10 Step 4... InstaUing the Top Trim Front Component The Top Trim Front component(s) installs easily by snapping the top edge of its spring lock into the installed Top Trim Back component. Be sure to push the Top Trim Front component all the way into the Top Trim Back component until it'Smaps" into place. Each of the 15 pieces of the Top Trim Front components in the trim kit are notched 2" on one end (seefigure 12) to permit overlapping. Overlap ends of adjoining Top Trim Front component(s) approximately I " Cutting Additional Corners If de 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 shown (see figure 13), bend around the corner and snap into place. Allow at least Yof 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 VINYL SKIRTING PROTECTOR V-Guard Installation - (if applicable) Instafling the V-Guard Component V-Guard Vinyl Skirting Protector comoonentW Figure 12 N� To NTrGlm Front sn.P In 8.ttm Channel 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 SPO-ECREST 800.945A440 wwwstylecrestproducts,com Printed in USA 0 Copyright 2012 02/12 306133014