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HomeMy WebLinkAbout21-2698Permit Type: Mobile Home Name: SIXTH AVENUE LLC Address: 917 W Washington Ms 316 CHICAGO, IL 60607 Phone: 0 City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 )BI1.EH4ME-002698-20 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09/13/2021 Permit Type: Mobile Home Contractor: BMI LLC Class of Work: Mobile Home (Replacement) Building Valuation: $49,100,00 Electrical Valuation: Mechanical Valuation: Plumbing Valuation: Total Valuation: $49,100.00 Total Fees: $200.00 Amount Paid: $200.00 Date Paid: 9/13/2021 10:36:49AM L4 - D� f of), I accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. Xk" jjja��6*r' CONTRACTOR Isl NATURE PEfAIT OFFICE() PERMIT EXPI ES IN 6 MONTHS WITHOUT APPROVED INSPECTION CONTACTBILLING Y Y Y BOOKER 39838 ! Y f 11 Y Y INVOICE INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION a 9/02/2021 a REFERENCE NUMBER FEE NAME TOTAL MOBILEHOME-002698- 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 5600 Laura St 12 26 21 002B 00500 0000 Zephyrhills, FL 33542 BBB 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 Zephyrhilis Permit Application Fax-813-780-0021 Building Department Owner's Name Sixth Avenue LLC `� Owner Phone Number Owner's Address-2 N Riverside Plz, STE 800 Chicago, IL 60606 Owner Phone Number���� Fee Simple Titleholder Name Owner Phone Number �® Fee Simple Titleholder Address JOB ADDRESS 5600 Laura St. Ze h rhills, FL 335�0 LOT# 34 SUBDIVISION Sixth Avenue PARCEL ID# 12-26-21-002B-00500-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM tr-- �a OTHER TYPE OF CONSTRUCTION BLOCK FRAME L STEEL Mobile H m DESCRIPTION OF WORK Installation of neW moblie home vdith eiectrlc, plumbing and AC connection. BUILDING SIZE 16' 56' SO FOOTAGE $06 HEIGHT BUILDING $45:000,00 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE 150 PROGRESS ENERGY W.R.E.C. 000,00 DUKE PLUMBING $ 800.00 MECHANICAL $ 2,300.00 VALUATION OF MECHANICAL INSTALLATION`" GAS ROOFING SPECIALTY I J OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO COMPANY 6I CBUILDER�LEE GURRENSIGNATURE REGISTERED Y 1 N �. Address 5931 Oid Lakeland Hwy. Dade City, FL 33525 License # iH11025370 ELECTRICIAN COMPANY Electric WorkS�� SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address 18010 US HwyLeeSburg, FIL 34788 License# EC13005�b76 PLUMBER Y A Setter Plumber Inc. SIGNATUREQ4*D Y f N FEE cuRREN Address A*4ft_" ii License # CFC1427645 MECHANICAL __ COMPANY Air Techs of Volusia LLC SIGNATURE REGISTERED L_)LLN__j FEE CURREN Y l N Address r P—O Box 1266 N Smyrna Beach, FL 32170 License # CAC1815110��� OTHER ( COMPANY SIGNATURE I REGISTERED Y I N �CIRREN�N� Address s License # E= 1!a&IBIWBI811I1l1680B8i111W1919I61111I698III8d1[BIIBB!@BIIIAIB&lIII 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'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, Welland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR 'R Subscribed and sworn to (or affirmed) before me this Subscribed ainjdswor irme , fore �methis J W�Bk"r­ --by 8/4/21 W P 11 poker 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 Commission No Name of Notary typed, printed or stamped __-Notary Public sion No.. HH155655 Timothy ocher Name of Notary typed, printed or stamped 9MA-jjx TImOTHY jOHN KOCHER Nct3-Y Public - State of Florida COMMissior) ; HH 155655 My Comm, Expires Jul 14, 2025 Assr, INSTR#2021132357OR BK10378 PG333 P,g,lfl 06/24/2021 08:17 AM Rcpt: 2317978 Rec. 10,00 DS: 0,00 IT: 0,00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller NOTICE Of COMMENCEMOAT Suitit Florida C"br 007 Pasco I -*4hChAt" 713, FIONIS SW IN 10110"kv V"Msw fit OMY006 In oft Nom of commawwwrativ, sk"i Address, Park- 3 45 fth F 0 Sit- Laura& kAst#34 Gismw Dew"Ood orimprownsw i 31 omsersdomealion of lasso Inhunwation IFW* Loss" Contractor$ (W the lffWMWR"I. City i!4w- twe" In Proveirtir Mgme biFintSimptis Tibaholdav k ;i S. swadir NNM etacity Amixinit Of TobiphoM HW` Noma, t are Tisubdidoe No Persons VAWft dus State of Fonds d&ftmtftd by Me Ovm*f Wait villain rs a, rinse 00ouraeou, mery no served as Provided by sedion 713. 13(0401), Flow# swotan: Addiess city to 101uphom, silumbar of D"O"Wird Person: Ift od~ to ft"Itow, " woww des0aws to w0he a COPY Of Me Ufflor's NOWA as pro wmed in $ 213.13( J)fti. Fkwwx statutes. Tad nuffibw of Person or EWITY Rea' tad by Dwoor: 0 Fjpftftn data or Nothow 04 COMMOrMITHIM fifty wqptrutum data may rat be trithate M4 C401100119" Of ooftsoix6an and Ard pa to in* vaderponaltir,of POW I WHIM that I have food in" twoongvTo, of QWVVWMW"rA mw Mat "us WS jugu4b Iftridnom " to "bear of my graIvAed" and beatif STATE OF FLORIDA CMNTY OF PASCO Sion of atLtssswoofO�wmn 6 f Leslie TegiSter RVP I" of aumardit. 8,0., after. trustee. attorney In rodi for (AV" of P voto4for" poutgurguy Wvvm JZ QB PMCKK*d Idexfi nuftodflan E3 Notary Signature TWo of lidemitiostion ProdurAd f4sme(Print)— 'SU4AN L. KOWAL My COMMISSION III GG 911739 'XP'P'E�5'OCt0b6T 12,2023 0000dAW Thru PUblicunde"art Parcel ID Classification Mailing Address SIXTH AVENUE LLC C/O MHC OPERATING LTD PTNRSHIP 2 N RIVERSIDE PLZ STE 800 CHICAGO, IL 60606-2682 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 'A Non -School School $2,584,100 $2,612,576 -$0 -$0 -$0 -$0 Legal eScrip I(First 200 characters) 1:on _ Taxable Value $2,584,100 $2,612,576 See 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 -YING 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) ine Use Code Description Zoning Units Type Price Condition Value 1 0210C RMHPCL3- Trailer Park OOM2 135.00 UN $21,505,00 0.85 $2,467,699 1 2 0220M RRVPCL3- RV Park OOM2 4.00 UN $26,500.00 1,00 $106,000 1 Additional Land Information Sinkhole Acres Tax Area FEMA Code 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 Built 1967 Stories 1.0 Exterior all 1 Concrete or Cinder Block Exterior all 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior all I Masonry or Minimum Interior all 2 None Flooring I Cork or Vinyl Tile Flooring 2 None Fuel Gas Heat Forced Air - Not Ducted A/C Window Unit Baths 2.0 Line Code Description Sq. Feet Value 1 BASO 1 LIVING AREA 1,924 $24,102 2 CAN01 CANOPY 100 $376 Extra Features (Card: 1 of 2) Line 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 Owner: MERKLIN BRYAN A & MERKLIN NANCY L SIXTH AVENUE s (813) ! ♦ 8 myMHcommunitycom 561 , E � #1 f ak= #125 #124 f 5606 #i 0 1 - #126 1 #123 , 415 41 1 5553 5552 #127 #12 z #16 u 417r #128 1 #121T �. _-- — rriI r 5532 '23 #129 1 #12 1 #1 45 311 #130 553 # 20 55 315 #131 5524 #22 551 #23 51 #2 LEGEND Clubhouse Shuffleboard Horseshoes Bathhouse/Laundry El Office Address 23 - Lot Number ' i ••99.yy,,, .s" -ypy.p.� ...�a� i --ryM.yy.� -�}},.y�.. a;'zi �-}}yy,,..,ro� -� ^K• ^tF o 777 ',' :.J d `f 6- s"`. ���,,yy� ? yy.yy�, L..a..✓ �j- ',?,,,v?yy�' }j v4� '° "+75 JJj G"2 ^' emu✓ t 't-F- 'ems 'i+e- (j g"az'h g 1 x ;Er # 1 0 #11 5600 #34 Oct.] 5,54 #3 5538 #31 553 #3 5528 #29 52 #28 #27 #2 508 # 5 ,n6 0 #35 „5 51 #3 5-7 5541 5, 5533 #40 31 # 1 „52 # 2 5521 # 3 5 51 1u 0 #1 2 � #13� a� 5 5603 r%�d02 i 03 #54 #55I- #74 j #75 55-512;�� # 3 I =<—i #5 #73 #7 55 , #52 # 7 472 #77 # 51 458 m #71 478 5 #7 1 #79 #5 —#59 5554 139458 #100 #115 _ 39457 #11 5548 3946 441 n1i 1111 A` --. _____ - 9 459 542 #12 #102 394,Aj 5538 ` ; #1 3 4 - #11 34 #1 3946 5600 Laura Street MODEL. #CEJ I DRAWING CE-SOI7- - I T PBEEt LEGEP7L1. ...., ... ,.d�..,, sesxVTCE aazaal.EcE,tp Ca �_.. C-q 4 asa m r TYPICAL FRAME SUPPOR—f PIERS SG il. V: 7/30f2020 1 2.46 PM 840 SO n. (STO. 1t 11 Mabifle Hcmemitwarksheet: M Installer: BI, LLC License# IH1025370 Address of home L beinq installed r) Manufacturer Length x Width NOYE.' if hame. Is. a sin_qle,, #jd&,jyjt out one If-hame.ts-8 fdple or quad Were sketch In.rainabider.of finme I understand Lateral Arm:%stems, ' otbe used an any home (new. or used) where the sildoWdIll ties exceed 5 *c4alnnrl Typical Pier spacing Installer's initials BB 2, 7' lateral Permit Number: Date: New Home IM Used Horne 0 Year Built:2_012 X Home installed to the Man0f2cturees Installation Manual HOMe-is'installed accordance with Rule 15_C Park M, a 19 Single wide IR Wind Zone II Cj Wind Zone 111 0 Double wide 0 Installation Decal # Triple/Quad 0 Serial S MIMI I-beam Pier vad isize 17.5 X 25j5 Perimeter pier pad size Other Pier�Pad sizes 16 x 18 (reQulied bv the, mig.) ------ Doors / Windows Draw -the approximate 10catiOns-of marriane -or qsa-u rter. so jKls LiStAtmafflapawall opleninQ4 # greater than 44bot andthfalt.Ier pad -sizes. below. Opening Pier pad size Longitudinal Stazing Device (LSD) Manufacturer MO.Ptide Lon-altudim9i, ft Tz� 3 1' fda-MUM—clumer Home Pride within Z of end of home -Spaced at Vr oc EA r�� Sidewall Number Longitudinal Marriage wall Shearwall PERMIT MULgBER PERNT WORKSHEET he t 7"etr meter test Uncle 'fa logo T =k*eh'Imp :todeo, re �Jb.esrj'j 11 he sf 00 X 2 XLOOO POCKET PENETROMETER TESTING METHOD I- Test the Perimeter Of the home at 6 locations. 7- Take the reading at the depth of the fecter. 3. Using 50() lb _ ' IncrIsments take the lowest reading, and round down'lo that increment, I- I y, 2000 20GO X-2000 r check t Nota� A state-approv_ed lateral arm .!�Ystem,isbei anchors "ars allowed atjhe 1-19 Used and 4 ft anchom_are required ""ewall'loc ns- Uundfttitand 5jt -at g. , atio g centerline'tiepOints readinis zyb or leSZ and owherg thi�m6bjb ho Wher.e'jhe4brque.,tbgt requires anchrs VIAth 4000 lbbolding eAjpa;jty, me manLff6clurer may ALLTESTs -- Installer's initial, MUST BE PERFOnpAED BY A LICENSE13 Installer r4arne Larry W. BJ Uuvker INSTALLER Date Tested w. Connect electrical conductors s0UrGe- This includes between Multi -wide units, but not to the ma V the bonding wire between mul&WId, unit,. pg. In Power Connect a" sewer drains to an existing Connect all Potable wateV sewer tap of septic tank,'Pg, independent water suppIr supply Piping to an e systernspg- -aunx 2M =Wo E:��� SkIrting.-to be,install Dryer v e.d. yes x NCO Ran -ent InStallad-Mutsid, 0 _"Skirting Y f es x NIA J)rdih linej.. Von ;'Insitbiled; 0.ukid6 -of skirting. Ves ,VPPQ d 44 NIA Electrical crossovers.. 100tifitervals Yas. X Other: .6rotect�cc Tezry Le Rhodes Execufte Director A SAFER D2 �' OUT 'Ri HIRE, `' HIGHWAY SAFETY AND MOTOR VEHICLES aCAp11 ��� y s ][i �32399-Q www-fibsMV-gow Mr. Andy Oliphant November 18, 2015 Home Pride Inc- 1 HartLane x 160387 Nashville, Tn. 37216 We vWsh to acknovAedge receipt of your specificatons and test results cerWng .► ► A is Based on the information submitted to this bureau, the folloming product is liste i tel apt.+ st i `► fi i 1.i3i.,'y itwas tested, are provided, at installation sites. I Identification pMnption 11111�111' will Field James McGowan Services , er Bureau of Dealer Services Manufactured (o g Section Eallice e klegcridy ° Courtesy a 1' ofessiOuaff-ln ' mod'" ° ceflenCe An Equal OpportuWty EUt Ployer M 0;� R� 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. 5, Homes requiring 4 Lock Down Anchor assemblies require the longitudinal and lateral strut on each anchor. All struts must be installed towards the center of the home, 6, Homes requiring 6 Lock Down Anchor assemblies only require longitudinal struts on the 4 corner positions. The two center positions only require a lateral strut. All struts must be installed towards the center of the home. Facing the home LEFT CORNER % Mf Facing the home LEFT CORNER Facing the home CENTER Facing the home RIGHT CORNER 41 Facing the home RIGHT CORNER 0-11 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. -0 —ME<>P R ­iD E f "�" V, NUMBER OF LOCit DOiNN 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 Lock Down Anchor Assembi Cam ponentsList L Ground Anchor with Strut Attachment Cap 2, Stabilizer 3, Lateral Strut 4. Longitudinal Strut 5. Beam Clamp Assembly Using 6 Anchor Assemblies Lock Down Anchor Assembly Installation 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 W'. The Strut Attachment Cap should be installed within W' 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 6"-10" from fully installed — allowing room for the soil to be placed back in the pilot hole and properly packed. -q-0—N1--A>—ERIDE 2. M 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 meta I plate as close as possible to the upright of the beam. Seethe 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. L.V-ws�nlwft A%.dWQWM 0 H ME ME 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 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 LOS is specifically designed and approved for use in the State of Florida. This product not approved for use and should not be used outside the State of Florida. This product must is of this Warranty or not installed in accordance with installation instructions, all written and not be reused or reinstalled at any other location. if used in violation 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 HE 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 fora particular purpose to the extent allowed by law and any implied warranty that exists despite this disclaimer is limited to a period of one ill 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, 14-0 _M4ERIDE 0 k' j v .l ji�.i" 4 ' y,•... Ali'"t a f?t t f I Em 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 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 OMAN, 4FRUPPIMP -ML TF"�7 =W—t=Ign Me prelplIn IR J 7 n holes (seefigure 2). Spikes ©. required every 24 inches ... extra holes are provided in the Bottom Channel component for convenience. Another spike or a drift punch may be used to drive spikes in completely. To allow for expansion, leave a 1/2" gap between each section of the Bottom Channel component. To form clean, attractive corners, the Bottom Channel component can be notched with snips (seefigure 3) an, then bent to the desired angle. (Attached to the ground as shown infigure 4). 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. uid Nail" cement or other similar © 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 COMDODCV(s) will tignt nn t4;P. Inuipr nwe T-17MT711111A allu a sollu vearing 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, If the installation is made in extremely cold weather, the vinyl should be wanned to room temperature before bending. Warming will avoid the likelihood of cracking, 1 n4 — e"o- @ Step 3... Cutting Top 1rim 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 A snali lock too] is used to punch locking tabs on the outside bottom edge of each skirt- ing panel (seefigure 9). When the panel is installed, it becomes locked in the Bottom QMMITA4+• R 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-aligniDg panels easily snap and slide into place (seefigure 10). Be certain that each skirting panel positively interlocks with the skirting panel adjoining it, Note: (above 36" panel height, a framing support system should be considered,) Installing the Skirting Panels PanNLcw_b_1&j&-Ntalled bgi settiw into the Bottom Channel and leanimp aaainst the to 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. Ili! 11 7171Y MOON ffzlm�� 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 n t P Q nr Figure 11 Figure 6 Figure 7 H M Figure 10 Step 4... InstaRing 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 TopThm Back component until it issnapslinto 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 I'Front comporient(s) approximately Cutting Additional Corners If de comers are needed, trim strips can be easily cut with aviation snips to form attractive comerjoints 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 comer. Easy Access Access can be gained at virtually any point by simply lifting the Top Trim Front com- ponent and sliding out the desired number of panels, Accessibility to the area under the unit is available whenever desired, Final Configuration Please review the drawing to the right that shows how the components and skirting panels look after installation is complete, Figure 12 Figure 14 Panet VINYL SKIRTING PROTECTOR V-Guard Installation - (if applicable) Installing the V-Guard Component TOTrimpm F C4,1`1 __ 5.n­ Channel V-Guard Vinyl Skirting Protector component(s) installs easily by IV_oU 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 -OD 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. W.945.4440 wwwstylecrestproducts,com Printed in USA 9) Copyright 2012 02/12 306133014 From: BMI Permitting <permitting@ bmi-fl.corn > Sent: Friday, November 19,2021 8:49 AM To: Bldg Dept Cc: TJ Kocher Subject: Site Plan Adjustment Attachments: Sixth Ave 34 (rev. 11 18).pdf EXTERNAL EMAIL ZZME= While laying out the lot for permit number MH002698-2021 (5600 Laura St. Lot #34). We realized the home needs to shift Tto the right. We are still within the required setbacks, but I wanted to provide you with the updated site plan to ensure accuracy. If there are any review fees associated with this shift, please let me know. I have attached the corrected site plan below. Thank you again for all your help! Thank you and have a great day! Courtney Ritter C. LLC - Permitting Departm 9931 Old Lakeland Hwy I Dade City, FL 33525 813-714-1476, Ext #2 Pe11Rj1!jpg(j�BM1-FL.con-i ALL WORK SNAL i Co MpLy, V PREV,tmL1N(,3 CODES FLOk-10A BUILDING CODE, NAINONAL ELECTRIC CODE, AND TIHNE, CjTy,(� _qt 7 0 R D 1 N A N op_ P1 4to 14tive CONFIDENTIALITY NOTICE This message and the accompanying documents contain information that belongs to the sender and may contain information that is privileged, confidential, or exempt from disclosure under applicable law. If the reader of this e-mail is not the intended recipient, you are hereby notified that you are strictly prohibited from reading, disseminating, distributing, copying, or taking action in reliance on the content of this communication. If you have received this e-mail in error, please notify the sender immediately and destroy the original transmission. Thank you. Sixth Avenue Lot 34 5600 wr Street Clayton