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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY. 1� , f DATE FILED: D PLAN REVIEW FEES , RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: �� RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. 5. 9. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING &. DEVELOPMENT SERVICES DEPART BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNE® Ft. Pierce, FL 34982-5652 �y 77244 2-1553 Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: 'e.J f PROJECT NAME: r I VeX P on i SITE PLAN,NAME: PROPERTY TAX ID #: LEGAL DESCRIPTION (attach extra sheets if necessary): PLAT BOOK 6. PAGE NO. 7. BLOCK NO. I.. LOT NO. P f PARCEL SIZE. (ACRESISQ FT.): LQT DIMENSIONS: 10q- Q 7 4 - X • -`5 1 _ r it r J 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR ORK ACTIVITY: Lk ✓�' )i V Inca Ge I--Lw IC 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE:�2 tLEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [� NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL j ] COMAMRCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) re A� ( 13. DESCRIl'TION OF PROPOSED USE: 'd 14. SQ. FT OF CONSTRUCTION: 0 J' I 15. SF. FT 1st FLOOR: 55 16. VALUE OF CONSTRUCTION: $ V The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION j l ` NAME: ADDRESS- - CITY: 1� ✓ l� STATE: Zip: IM� 1� " 65 13 Email: PHONE (DAYTE): IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: STATE: ZIP:CITY: - PHONE (DAYTRVIE): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: Dad BUSINESS NAME: p QUALIFIERS NAME: I I ADDRESS: COD 1 `ej CITY: '� PHONE (DAYTIME):"' % �� ARCHIT/EN. GINE(E�R: ADDRESS: CITY:L' PHONE (DAYTRvJE)•- - 5 STATE: FAX NO. BONDING COMPANY: ADDRESS: CITY: - STATE: MORTGAGE LENDER:-" ADDRESS: CITY: STATE: ST. LUCIE COUNTY CERT #: ZIP:Ck (��1Gi-rtolr�i l e �'tDrYlds 5At l S ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be'performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the -subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IN[PROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING ,YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE R��! t ' 'Y IS SUBJECT TO ATTACHMENT. — O R OR CONTRACTOR SIGNATURE STATE OF FLO COUNTY OFU The foregoing instrument was acknowledged before me this day of l�C.� 20 by who is personally known or has produced as identification. of Notary Notary Public State of Florida Commission No. ? Cathi6eal)Aazur y (f . c` My Commission EE039385 o� Expires 11/02/2014 CO CTOR SIGNATURE STATE OF FLORIDA " COUNTY OF '�T• JtC A e The foregoing instrument was acknowledged before me this day of �— , 20 \ , r. by \ 1 1J� I e, I a who is personally known or has produced as identification. Signature of Notary Y pbe No �;y,P,,µ�lic State of Florida Commission No. _° � Ca�h10 Mazur - . c My Commission EE039385 '1*eOF F,.°O Expires 11/02/2014 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTE]YbN THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLYf BP #: 110 `1- O a I SECTION !`� TOWNSHIP 2 / _ RANGE ' I © MAP NO.��"J ZONING PU_D LAND USE LOT CVG % ,ter A TAZ NO. FLOOD ZONE FIRM MAP # � 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER -�'l 1 SPRINKLERS STORMWATER LOT OF REC Before 111990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE ry HABITABLE AREA RADON FEE PERMIT JUE LIBRARY IMPACT. FEE PUBLIC BID IMPACT FEE CORRECTION P C BLD GENERAL PARKS IMPACT FEE SCHOOL gAD' CREDIT Y N LAW ENFIMPACT IMPACFEE FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES ; MISCELLANEOUS FEES vr� Z C�t� �v DATE SENT TO ADDRESSING: 1 / REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED DATE COMPLETED 7 �� 11V111HLS PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION • 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT - SUB -CONTRACTOR SUMMARY KNMbe using the following sub -contractor's for the r(Company/Individual Name) TYIC� 0,AA. project located at _P I '(Street address or Property Tax -101D #) - It is understood that ifth6re is any change of status regarding the participation of f any of the sub -contractors listedbelow, I Will immediately -advise the Building and Zoning Department of St. Lucie County. St. Lucie County/ License Number Electrical i �1,� �0000 � �a Plumbing AMC, nV �GLL Ilk 10 HVAC/ Mechanical \T,o r Roofing Gas PERMIT Ua �� ISSUE DATE: NUMBER: ER: / 0) -7 ` ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT o BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2098 State of Florida CertificationNttmber (If applicable): ER0000122 La-w'-s. Electric I.nc- have agreed to be the (Company Name/Individual Name) electrical sub -contractor for �� 67 a 1L& 40,7ZQ (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding. our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGtiATURES ARE REQUIRED 4V 51� James V. Law 6 ' oZ D// .TGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: Law's Electric,Inc. 218 Beach Avenue Port St. Lucie, Fl_ 34952 772-464-3969 email: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION + BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 6� 555 ` & State of Florida Certification Number (if applicable): 1 —JJ I Do-1 64351 (YYeY,7'1 have agreed to be the ' (Company Name/Individual Name) i� 1 f �'• 1C/.'�7 ,) D (%, �� sub -contractor for C b 1 M 0-YW j (Type of Trade) (Primary Contractor) p nfa ion z .^!. for the project located at 5- plackle (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGP;AL SIGNATURES ARE REQUIRED Q>1 1110 1&'v- at Business Name: Address: City/State/Zip: Phone: OFFTC'F TTI.RF ONLY: J) Ile,,, k. e&L�d at I PRINT NAME DAT .. I r )MONc71 �c, �'In fi,,, 1. i PLANNING & DEVELOPMENT SERVICES DEPARTMENT" BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT - SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: ea State of Florida Certification Number (If applicable): &C, —7q - • UJ �Q f laA � � �j i/ have agreed to be the (Company Name/Individual N ) �CV `Ml GOA sub-contractor'for ftTn!✓ n'cyes (Type of Trade) (Primary Contractor) for the project located at L ca-p (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED 41G-eN-&T—URE PRINT NAME , Business Name: Address: City/State/Zip: Phone: `7 -1 . OFFICE USE ONLY: AATO-a 4 . W[50.�,-rlo AFTER RECORDING -RETURN TO:, (� l PERMIT NUMBER: I a'Ici 'Space is nso-,Ud for r;curditig into L� r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRITTIO.Dil. O,FPIRROPERTY (Legal description anal street address) TAX FOLIO NUMBER ���'���^��2 ����• s SiiRnrvlSlOi�� k __ _ TRACT LOT _ BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: , single family residence 3. OWNER INFORMATION: a. Name b.Address 8000 S. US1, Suite 402, PSL, FL 34952 c.interest inproperty d. Name and address of fee simple titleholder (if other than owner) ��4. CONTRAC OR'S NAME, ADDRESS AND PHONE NUMBER: A(YYIC- 1�'1� ��- TrnoP_'-1 bimwtLn 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.)3 (1)(a) 7., Florida Statutes: Tom Lee Spanish Lakes Blvd. Ft- Pierce,_ FL. 201— NAME, ADDRESS AND pI30NENUMBER: 0590 8. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PRONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different bate ,s specified) , 20 . WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED RAPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 713.13 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU .INTEND TWITH O OBTAIN FINANCING CONSULT YOUR .... .. n ncrnvnmi('vnttR NnTTCF.OFCOMMENCEMENT. Signature of Owner's Authorized Officer/Director/Partner/Manager Matthew Lyle Wynne, Vice —Pre,)_. ent Print Name and Provide Signatory's Title/Office State of Florida County of St T i r i e ,20 U The foregoing instrument was acknowledged before me this 3 day of By Matthew Lyle Wynne , as LGE � � �� � (Type of authority ... e.g: Owner, officer, trustee, attorney in Fact (Name of person) For Wynne Building Corporation / (Name of party on behalf of whom instrument was executed) Personally Known ✓ or pr ,`, DOROTHY ANN NAFNER !."`Ok PY4 Notary Public - State of Florida [ Lk� My Comm. Expires Oct 2, 2012 'JD:N'9r moo= Commission # DD 827096 ��'��O;�I�'� Bonded Through National Notary Assn. (Printed Name of Notary Public) (Signof N Public) ic) Under penalties of perjury, I declare that I have read the for Ding and that the facts in it are we to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s)�f' ner(s) or Ow s)' Authorized Officer/Dire.ctor/Partner/Manager who signed above: JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT BY By_ SAINT LUCIE COUNTY FILE # 3599862 06/10/2011 at 11:07 AM Rai. o913012007(11cccrding) OR BOOK 3300 PAGE 526 - 526 Doe Type: NC RECORDING: $10.00 i CouNT� I, the ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT am the owner of the following described property: W, -\`\ - - 2 - CYT5-1� -- s- (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name 6-3-a Property Owner Signature Date STATE OF FLORIDA, COUNTY OF—,,6 i ACKNOWLEDGED BEFORE ME THIS J DAY OF , 20 It , BY / / / ATrJ !Fw GyG E W YNNe WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SIGNATURE OF OTARY NOTARY PUBLIC TITLE IDENTIFICATION. 1 b,2 o -M V g7—V& h(,9-F'nre7Z- TYPE OR PRINT NAME OF NOTARY SEAL) "'. DOROTHY ANN HAFNER ' Notary Public - State of Florida My Comm. Expires Oct 2, 2012 Commission # DD 827096 ' .%° ..... Bonded Through National Notary Assn. Property Appraiser - St.Lucie Count,,,Page 1 of 1 1 PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 6 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ��UCIEC0G2 Site Address: 157 Camino Del Rio ParcellD: 3427-111-0002-000-5 - Sec/Town/Range: 27 :36S :40E Map ID: 34/27N y� Account #: 115459 Land Use: PRKG/MOBILE Zoning: AR-1 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Wynne Building Corp 27 36 40 ALL THAT PART LYING E ANDN OF ST LUCIE RIVER AND Address: 8000 S US Hwy 1 Ste 402 W OF US 1 (218.217 AC) (OR 254-1990, 2013) Port St Lucie FL 34952 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 13009100 Land Value: 4620700 Acres: 218.22 1/1/1900 0 / Assessed: 13009100 Building Value: 8388400 Ag.Credit: 0 Finished Area: 19828 SgFt Exempt: Taxable: Taxes: 270383.72 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1983 Frame: - Grade: C - C EffYrBlt: 1983 PrimeWall: - StoryHght: 0010 - 1 Story No.Units: 610 SecWall: - Interior Features BedRooms: 730 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/FI: 1/2Bath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth CURB - CEMENT CURB Y 1 650 GD AV 2001 1 2800- 130 -Site 610 PRKG/MOBILE ASP1 - ASP1 HIGH Y 1 277848 AV AV 1983 2800- 2 530 -Acres PRKG/MOBILE 36.5 3 2800- 500 -Acres 31.6 PRKG/MOBILE More... THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/prc.asp?prclid=342711100020005 7/18/2011 PAV `ZIP, I Z tj.e--.rz f-d-A 111 ifol-02-K ST. LUCIE COUNTY BUILDING DIVISION Raviewap FOR 00 L 1409 REVIEWED BY DATE PLANS AND PERMIT MUST BE KEP,r ON JOB OR NO INSPECTION WILL BE MADE P St Lucie County Building & Zoning ri4w 23 Virginia Avenue g Ft Pierce, FL 34982 'wILEMobile Home Inspection Report COPY All requests for permits to place or replace used Mobile / Manufactured homes must be accompanied by this completed Inspection Report and copies of both sides of the Title to the home. All used Mobile homes must be Wind Zone 11 certified. Owner: ./ Y 1 AT-r `/�N Date: t0 A (Print or type) I IL Address: / S VL, (rnysical Lacddon of Home) Year /Manufacturer 98a pREST�(sE Serial # Width Length �(O Single C = In Compliance -N = Not in Compliance oeaL:_ P C-C, M HP) al9 HUD Plate # - /A Double. V Wind Zone Fire Safety / Electrical G 1. Smoke Detector: Installed-VL-*""Missing C 2. Electrical System Checked: Exposed Wiring Other G 3. Distribution Panel: Missing Loose Main Missing Breaker Missing Unplugged Opening Other G 4. Electrical Fixtures: Missing Installed Improperly Improperly Wired Loose Wire GFCI receptacles not where required 5. Electrical Ground: Chassis Main Panel Gas Pipe Rcvi.wd 3/9i05 Page 1 of 3 Construction FILECOPY 1. Exit Doors Operable: Front 2. Exit Door Locks: Missing Back Other Inoperable C 3. Egress windows: Missing Inoperable C 4. Windows: Broken Glass Inoperable C 5. Screens: Missing Damaged C 6. Floor System: Joist Decking Area Damaged C 7. Interior Paneling: Missing Loose Damaged C 8. Rodent Proofing: Bottom Board Pipe openings Other G 9. Leaks Apparent: Ceiling Doors Floor Roof C 10. Vertical tie -down straps: Missing Short Damaged C 11. Structural modifications since manufactured: YES NO G —le, 12. Walls: Structurally Unsound Loose Weather tight Plumbing G 1. Trap: Missing Not connected Other C,2. Plumbing fixtures: Missing Not installed Not Vented C 3. Relief Valve: Missing Inoperable Other 4. Drain Waste and Venting Piping: Missing Not supported Clean outs Use of fittings Not capped Heating and Air Conditioning C 1. Heating Appliances: Missing Not Connected Other C 2. Deleted Heating/AC system: Not installed Other C 3. Thermostat: Missing Inoperable. G 4. Air registers: Missing Inoperable 5. Ducts: Not sealed Missing Collapsed Page 2 of 3 C 6. Gas furnace Water heater vent: Missing Loose t✓ 7. Return Air: To Furnace To A/C From rooms G 8. Range: Vent Hood C 9. Gas Valve: Accessible Installed improperly G 10. Gas lines: Not capped Not supported Kinked Not bonded Summary 1. Is subject structure found to be fifty (50%) or more damaged or deteriorated? YES NO V 2. Will a remodeling permit be required? YES NO_V-*-' The provisions of the repair and remodeling code shall ensure safe and livable housing and shall not be more stringent than those standards required to be met in the manufacture of mobile homes. Such provisions shall include, but not be limited to, standards for structural adequacy, plumbing, heating, electrical systems, and fire and life safety. FS 320.8232 IF ANY RENOVATIONS OR IMPROVEMENTS OVER AND ABOVE THE REQUIREMENTS OF FS 320.8232 ARE TO BE PERFORMED ON ANY MOBILE HOME WHICH WILL BE PERMITTED TO BE TIED -DOWN IN ST. LUCIE COUNTY, A SEPARATE PERMIT WITH ENGINEERING (IF APPLICABLE) WILL BE REQUIRED. ALL SEPARATE PERMITS MUST OBTAIN A FINAL INSPECTION BEFORE A FINAL INSPECTION IS OBTAINED FOR THE TIE -DOWN PERMIT. NO MOBILE HOME WILL BE ALLOWED TO BE MOVED TO ST. LUCIE COUNTY OR RE- LOCATED WITHIN ST. LUCIE COUNTY UNTIL THE REQUIRED DOCUMENTS HAVE BEEN SUBMITTED, REVIEWED, APPROVED AND THE TIE -DOWN PERMIT HAS BEEN ISSUED. A REGISTERED FLORIDA PROFESSIONAL ENGINEER MUST COMPLETE THIS DOCUMENT; SIGN AND AFFIX THEIR SEAL. - - Date inspected: 7 1 1 � Inspected By: V JIA/0License # _ ✓ L J U ,�,,, S/gn ure,eyuln;d�� ' Phone Number: ('(/'�/,"�) Page 3 of 3 .a Englncers Seal STEVEN G. WOOD, P.E. F1. LICENSE 34398 goo SULTAN DIE%. FORT ST LUCIIE, FL • PERMIT NUMBER.;:<.<a., Installer �(.(� I*� (il �� License # Address of home being installed Manufacturer Length x width NOTE: 'It home Is a single wide fill out one half of the blocking plan If home Is a triple or quad wide sketch In remainder of home I understand Lateral Arm Systems cannot be used on any home (new or used) where the sidewall ties exceed 5 ft 4 in, Installer's initials Typical pier spacing • ?•7 lateral S}iow locations of Longitudinal and Lateral Systems Ionplludlnal (use dark lines to show these locations) manlapa Wall plan within Vol end cf home per Rule 150 PERMIT WOFRKSHEET I -page 1 of 2 New Home ❑ Used Home Home installed to the Manufacturer's Installation Manual ❑ ' 15-0 Home is installed in accordance with Rule Single wide ❑ Wind Zone II ❑ Wind Zone III ❑ Double wide W Installation Decal n TriplelQuad ❑ Serial PIER SPACING TABLE FOR USED HOMES Load bearing capacity Footer size (sq in) 16' x i 6' (256) 18 il2' x 18 1i2' (342) 20' x 20' (40D) 22' x 22' (484)' 24' X 24' (576)' 26' x 26' (676) 1000 s 3 1 'ODD f 4 6 6 6' 000 s 6 8 8 8 2 00 s 6 8 8 8 3000 ps 8 8' 8' 3500 os 8 8 - lnlerpolatea rrom rlule 15tr1 pier spacing L.WIV. PIER PAD SIZES I-beam pier pad size %� ZZ Perimeter pier pad size ii t Other pier pad sizes / )CZPs (required by the mfg.) Draw the approximate locations of marriage wall openings 4 foot or greater. Use this symbol to show the piers. List all marriage wall openings greater than 4 foot and.their pier pad sizes below. POPULAR PAD 51ZES x 26 x 2ti l b ANCHORS Opening Pier pad�size L/ 177 t/2 �C Z2 /� ft 5 ft BIZ � �J � !� FRAME TIES L� / within 2' of end of me spaced at 5' 4" oc 'nEDO WN COMPONENTS OTHER TIES Number gltudlnal Stablllzing Device (LSD) Sidewall ufacturer Longitudinal 71tudlnal Stab111z1ng Device w/Lateral Arms Marrlage wall ufacturer Shearwall - ,y!� �• page 2 of 2 PERMIT WORKSHEE7 l j, PERMIT NUMBER ;....;.:;xn POCKET PENETROMETER TES The pocket penetrometer tests are round wn to psf or check hereto declare 1000 lb, soil LgLr without testing. X X X POCKET PENETROMETER TESTING METHOD 1. Test the perimeter of the home at 6 locations. 2. Take the reading at the depth of the.footer. S. Using 500 lb, increments, take the lowest reading and round down to that increment. X. X X TORQUE PROBE TEST The results of the torque probe test is inch pounds or check here if you are declaring 5' anchors without testing . A test showing 275 inch pounds or less will require 5 foot anchors, Note: A state approved lateral arm system is being used and 4 ft. .anchors are allowed at -the sidewall locations. I understand 5 ft anchors are required at all centerline tie pointy where the torque test reading is 275• or less and where the mobile home manufacturer may requires anchors with WORMED ing capacity. installer's initials ALL TESTS MUST BE PBY LICENSED INSTALLER ;taller Name to Tested Site Prepsratton Debris and organic material removed Water drainage: Natural Swale Pad i�Other di + Fastening multi wide units a Floor; Type Fastener. Length:f Spacing: Alin Walls: Type Fastener Length: , Spacing: Roof: Type Fastener. Length: �` Spacing: For.used homes a mi S0 gauge, 8 wide, galvanized mkta-1 strip will be centered over the peak of the -roof and fastened with galy. roofing nails at 2" on center on both sides of the centerline, Gasket (wmtherQrcotrng rogutrement) i understand a properly installed gasket is a requirement of all new and used homes and that condensation, mold, meldew and buckled marriage walls are a result of a poorly installed or no gasket being installed, 1 understand a strip of tape will not serve as a gasket. Installer's initials Type gasket Installed: Pg. Between Floors Yes Between Walls Yes Bottom of ridgebsam Yes ` Weatherproofing The bottomboard will be repaired and/or taped, Yeses. Pg. Siding on units is installed to manufacturer's specifications. Yes L. ' Fireplace chimney Installed so as not to allow intrusion of rain water. Yes Miscellaneous \ a Skirting to be installed. Yes Lf"__ No . Dryer vent installed outside of skirting. Yes L- — WA � —WA Range downflow vent installed' outside of skirting. Drain lines supported at 4 foot intervals. Y Electrical crossovers protected. Yes ther : Electrical :bnnect electrical conductors between multi -wide units, but not to the mai .power ource. This Includes the bonding wire between mult-wide units. Pg. rT. jk� installer verifies all information given with this permit worksheet Plumbing _ is accurate and true based an the flnneot all sewer drains to an existing sewer tap or septic tank. Pg. onnect all potable water supply piping to n e ' ng water meter, water tap, or other idependent water supply systems, Pg. Installer Signature De artment of Highway Safety and Motor Vehicles . Division of Motor Vehicles Bureau ot', Mobile Home and .Recreational Vehicle Construction FILE COPI FLORIDA'S APPROVED PRODUCTS LIST FOR THE INSTALLA-rtON OF lVQBILE PMANUFACTURED HOMES] Wevised 0.3/03) 4 FILE COPY i INTRODUCTION i Florida statutes require that mobile/manufactured homes are installed safely and will meet wind loads as determined by Section 3280.306 of Code of Federal Regulations (CFR), Part 3280, Manufactured lktusing Construction and Safety Standards established by the U.S. Department of Housing and Urb, n Development. i • Section 320.8251, Florida Statutes requires that: "Each person or entity that engdges in the Manufacture of r obile home installation components, products, or systems must obtain a certification fromlthe department which atiirms that -such component, product, or system for use in the' installation of mobile homes in this state." The "department" refers to the Department of Highway Safely and Motor Vehicles. The Bureau of Mobile Home and Recreational Vehicle Construction is a'unit of this department and is the unit responsible for certifying mobile/manufactured home components, products and systems for use in Florida. 'Phis document is and systems that If you have any q References: Section 320.8249, Section 320.82511 official list of mobile/manufactured home installation components, products been certified for use in Florida. F.S.. F.S.. Section 320,8325 { F.S. ns, you may contact me at (407) 445-7407. Wayne Jordan Program Manager Provides for the licensing and regulation ofmobile/manufactured home installers. Provides for the eertitication of rnobilchnantufactured home installation components, products and systems. Provides for the department to adopt rules setting forth uniform standards for the installation ofmob ile/manufactured homes. Rule Chapter 17C. 1, 1 .;1•f.'.: Provides the unlrorm mobile/manufstettrred home installation standards I ti)r Florida. Revised 03/08 rr� f APPROVED PRODUCTScopy j IF, rr.HE FIL'� INStAL.LATION OF MANUFACTURED III - E S MOBILE HOME SAFETY PRODUCTS continued... Dba Oliver Technologies, Ins. P.O. Box 58/467 flohenwaid, Tennessee 38462 1055-18L Longitudinal Stabilizing System . 20" galvanized steel pad beam clip ('or longitudinal bracing system w/square'tubing in a cross " X99 1101E 1101 All Steel Foundation System Y All Steel Foundation System pattern Longitudinal Stabilizing System . Longitudinal and Lateral 1101 V 4 ILongitudinal All Steel Foundation Sys* tem Stabilizing System Stabilizing & Lateral l j0ICVW I Wet Bracket Bracing System 1 101 CVD 1 101-W-CPCA Dry Set Bracket Concrete Full System Concrete Full System 110 ( -D-CPCA Wet Set Bracket Dry Set Bracket Concrete Longitudinal System 1101-W-TACA Wet Set Concrete Longitudinal System 1101-D-TACA I .Bracket Dry Set Bracket Concrete Transverse System 1055-14 Plastic Foundation Pad Concrete Transverse System 11055 8 ; Plastic Foundation Pad 16" x 16" [ 6" x ! 6" 1055-23 i Plastic Foundation Pad Plastic Foundation 16" x 18" 1055-9 SPA 264-1 .Pad Plastic Foundation Pad 16" x 18 %:" (rounded)(2 sq. ft.) 18 %" x 18 %" x 15/16" 4148-4 I Plastic Foundation Pad Plastic Foundation Pad 18 %z" x 18 %" x 3/!" " 1055-16 1055 7 J Plastic Foundation Pad 13 % x 26 %" x '/," 17" x 229+ 11/8" x -" Plastic Foundation Pa n'��o 1055- 7 Plastic Foundation Pad x 22 12 „ IOSS-13 17 /2 x 25 /z x 1 !/8 1055-22 Plastic Foundation Pad 24" x 24" l 055-20 Plastic foundation Pad 21.13" x 29.13" (rounded) j Plastic Foundation Pad 23 %" x 31 %,++ i Revised 03/08 10 i ny APPROVED PRODUCTS FILEOP FOR THE INSTALLATION OF MANUFACTURED 1•I0MES MOIIII.E HOME SAFETY PRODUCTS continued... Dba Oliver Technologies, .Ins. i P.O. Box 58/467 i Hohenwald, Tennessee 38462 MAXI fi0 Canoration UM PIER LOADS IN POUNDS BASED ON SOIL VALUES Pad Area 1,000 lb. 1,50 lb. 2,000 II>. 2,500 lb. 3,000 lb. s . ft. soil soil soil soil soil Remarics Max. 16" x 16" 16 I 1.77 1,770 2,650 3,450 4,42016"x 5,3l0 5,3101,78 18" 2 I 660 000 3,560 4,430 5,340 5,32016"x 16" x 18 %s" (rounded) 18'/a" x 18 Ya" x 15/16' 2.0 2.360 2,000 2,360 3,000 3,550 4,000 5,000 6"000 6,000 18'/a" x 18 %" x W 2.375 2,375 3,563 4,730 4,750 5,910 5,598 7,090 5,598 7,090 13 ''Y4" x 26��/4" 17 22 1 2.4 2.375. 3,563 4,750 5,938 6,400 5,600 6,400 x ( 2.5 2,500 3,750 5,000 6,250 7,500 7,500 17 %_" x 22 %:" (rounded ' 3.0 3,000 4,500 6,000 8,000 . 8,000 i 3.0 3,000 4,500 6,000. 7,500 7,500 9,000 9,000 24" x 24" 21.13" x 29.13" (rounded 4.0 4.0 4,000 4,000 6,000 6,000 8,000 8,000 8,000 8,000 8,000 8,000 23 %" x 31 '/." 4.698 4,698 7.047 5.000 u nnn 8,000 a MIA 8,000 n ..,.,. PAD CO NFIGURAT.ION3 PRO Description Pad Area 1,000 lb. 2,000 lb. 3,000 lb. P ramid 1!!ooter Configuration sc .tit. soil soilI soil (2) 13 14" x 26'/s" a.4 a base and (1) 20" x 20" on top 4.9. 4,800 9,600 N/A fhr�e (3) 17" x 22" 5.0 -5,000 10,000 N/A Three !3 17 ''VT x 25 '/z" 6.0 - C,000 12 000 N/A - CAP BOARDS _-- MODEL # IDENTIFICATION' _ I)ESCRIPTION UT i u l Plastic Cap Board I x8 r " x 16 " 1' (.I32 Plastic: Ca Board 2" x 8 x 16" 1'he cap boards wcie test on CMU pier (C90) with either a single or double stacked cap boards. I i 1Zevised 03/08 i 1 1 COP. APPROVED PRODUCTS FOR THE. INk Tf1LUVIrION OF NfekNUFACTURED HOLIES 'CIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, Georgia 30336 MODEL # Ipt+; Soil Working Ultimate - DESCR s Load Load M 12 F{ 5/8" � Galvanized Auger 5/8" x 48".rod,. double head I Anchor with a single 6" disc 4a 3,1SO 4,725 M12ff-3 Uallvanize Auger ►' x 48" rod, dou a ea wt t 50 4,725 Anchor a single 6"disc . M607 Galvanized Auger %," x 60" rod , double head with Anchor a single 7" disc 46 4,000 6,000 (VilT2 Galvd'nized Patio Slab '/a" x 10" threaded rod w/flat Concrete 3,150 j Anchor washer and nut, double bolt 4,725 head MIJ2 Galvanized Patio Slab 5/8" x 10" rod concrete anchor Concrete 3, l50 Anchor with a double bolt head 4,725 M I CS2 Galiwanized Patio %" x 3" steel expansion bolt Concrete 3,150 4,725 Anchor Bolt- wP'Redhead Sleeve Anchor" double head M I AR2 Galy tnized Double Double head tension device Fiend; Device (only) w/bolt hole in the bottom of the N/A 3► l50 4,725 yoke M I S2 Galvanized Double Dou ble head tension device N/A 3,150 4,725 Head ,swivel Adapter with swivel adapter 59235 Stabilil cr plate — steel Galvanized steel 17 %," ' (width) gib ,I 000 6,000 x 7" (side) x 13 '/�" x 8 gauge' (thick. 105" 90' degree top ' bend) i 59293 Stahilizer Platt/ - 8" x 24" x 1.375" Ott Revised t)3/11g 15 I APPROVED PRODUCTS FOR THE IN, TekLLATION OF MANUFACTURED HOMES TIE DOWN ENGINEERING continued... 5901 Wheaton Drive f\tlanta, Georgia 30336 iy UDEL # IDENTIFICA-rim Tie .Down Strapping ASTStandard Spec. D3953-91 1 %a" x ,035" galvanized steel strapping G- 120 MGRB 40of Bracket alvanized Roof©racket TD Slotted 1301t 2'/a" �c 5/8" TDE C mping Seal 1,410" x 2.250" 59010 (longitudinal Metal pads, bracket with Stabilization Device hardware metal struts j LzSD 59002 Swivel Strap 2.60" x 4.875" x 10 gauge Connector w/1 %" x..035" 59003 ©eamiConnector for 'x a 2.5"6.300" x 10 gauge beam 3" [-beam connector used with 59002 59004 l3earnICbnnector ror a 2.5" x 7.300" x LO gauge beam !1" 1-beam connector used with 59002 59005 Adj. learn Connector 2.5" x 9.850" x 10 gauge used for a to a 8" double. with 59002 and grade 5 bolt and I-beam nut 59009 Lon �itudinal f.3eam Tonnector „ , V' p I /, x 6 /a» x %i used as air with 59002' 590 11 Lun�itudinal Beam 6"'x 6 %" x 7 gauge frame Clamp clamp with eight (8) grade 5 bolts and nuts lUvise+l 16 Soil I Working�Ultimut4ss Load N/A 3,150 4; N/A N/A N/A N/A 3,150 4,725 N/A 3,150 4,725 N/A 7,000 10,000 N/A 3,150 4,725 N/A 3,150 4,725 N/A 3;150 4,725 N/A N/A N/A N/A N/A N/A N/A N/A N/A APPROVED PRODUCTS FOR THE [NSTALL,VnON OF MANUFACTURED HOMES I'IE DOWN ENGINEERING continued... 5901 Wheaton Drive Atlanta, Georgia 30336 HE [FOLLOWING ARE KIT NUMBERS MODEL Al IDENTIFICATION DESCR[PTYnN 59006Lateral (Vector) Kit w/pads for concrete applications — single stacked block piers 59008 "ateral (Vector) Kit w/pads for concrete -I pplications — double stacked block piers I 59273 �ouble block foundations pad for concrete 59277 Tingle block foundation pad for concrete 59024 Lateral (Vector) Hardware Kit (use w/59271) i 59026 L mgitudinal L2SD Hardware Kit (w/59271) 59314 I Vector Xi System 59315 i Vector Xi System Xi Concrete and Concrete Block System 59361 Outriggers 59362 j Outriggers Revb ied 03103 i 17 1.7.25" x I I" ' ", 12 gauge galvanized pad, part # 59277 w/mounting brackets, hardware &* parts 59276 and 59282 17.25" x 18.611, 12 gauge galvanized pad, part # 59273 w/mounting brackets, hardware & parts 59276 and 59282 Use with Vector System Use with Vector System U-bolts, "U" shaped connectors & inside brackets 6" "x 6 %"".x 7 gauge beam clips, ccU,I shaped'plate connector, bolts and nuts for connections Longitudinal Stabilizing System Lateral Stabilizing System Longitudinal/Lateral Stabilizing System 24" Outrigger/Diagonal Strut 24" Outrigger/Diagonal Strut Lcfi.,jitudinal Stabilization for`:,_Jorida 1 When using longitudinal stabilization only��a idewa etranchorswith diagonal ties and stabilizer plates every 5'-4'� must be used on the home.Ves are o quired on homes supplied with vertical tie con- necti (per Florida r ulations). Typical Placement Single Secti Double Section Triple Section Up to-�16' Nomi I Up to 32' Nominal or Double w/tag up to 48' Nominal When the Xi -System is used only a longitudinal stabilization stems must be as evenly spaced as possible, no more than 16' from the end of the ho e. Maximum roo ope for single units & double section is 5/12, for triple sections is 3.5/12, for the above n ems. Combining Longitudinal and Lateral Stabilization for Florida • Sidewall anchors with vertical ties every 5' 4" per Florida requirements -COP • Roof slope of 20 degrees or less (See chart for 5/12 roof installations). • Single and double section homes require the same number of systems FILE • Triple section homes and double section homes with tag units require two additional longitudinal systems • Diagram represents single section up to 16' width, double section up to 32' width, and triple section homes up to 48' width. • NOTE: Older homes without vertical tie attachments, require diagonal frame ties/anchors/plates every 5'-4" per Florida regulations Xi Block System Assembly Nut & Washer Beam Clamp Bracket J-Bolt 1-1/2" Tube 1-3/4" Tube 4 1/4"x3/4" --� Self tapping Screws (2 per side) Side View TIE DOWN ENGINEERING ,*% Xi -Steel Pier System Effective. August 2007 Installation Instructions FLORIDA ONLY By Tie Down Engineering Installation instructions for longitudinal and lateral stabilization of manufactured homes set to specifications of the State of Florida. • Easy installation • 3 square foot pad and Xi -system replace standard support pier and base pad • Screw type pier adjusters... no need to use installation jacks to adjust home to system Steel Pier Systems P/N's #59321 Xi, 12" Pier #59314 Xi, 25.5" Pier #59317 Xi, 36" Pier #59315 Xi, 5' Lateral Strut #59318 Xi, 6' Lateral Strut Block Pier Systems P/N's #59319 Xi, Lateral w/5' Strut #59320 Xi, Lateral w/6' Strut REQUIREMENTS • Installation can be made in any type of soil, 4B or better FI-LE COP • Florida requires 5' 4" anchor spacing for vertical ties • 4' ground anchors are used with the Xi -system in 4A and 4B soils, except at shear wall or marriage wall locations where loads exceed 3150 pounds. Florida requires that 5' anchors be used at these locations. • Center line or shear wall anchors, that may be required by specific manufacturers, are to be sized according to soil torque conditions. Follow all manufacturers instructions for anchor type and placement in addition to Florida regulations. • Maximum sidewall height is a 96" projection. Higher walls may be used, when the design loads are adjusted accordingly. • Maximum roof eave is 16" • Main rail spacing must be 99.5" or less • Maximum pier height of the Xi -system is 48" • Instructions are not for use on "Exposure W homes within 1500 feet of the coastline • Installation instructions are based on 4200# per pad longitudinal load and 6000# per pad lateral load with one diagonal tie/stabilizer. • Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, marriage line ridge beam support posts, and rim plates. P/N 15386 "I'll, - TIE DOWN 1 NGINU RING Longih,, Aal and Lateral Stab! lizalQ n for Florida Xi Lateral Xi Longitudinal Xi Longitudinal System Stabilizer Plate &Diagonal C>•'-- "041y" System0 "Only" System with Lateral Strut Combo Frame Tie Homes Up To 52' 0 11 Single Up.to 16' Width 2 Combo Systems 2 Lateral only Single Up to 16' Width 2 Combo Systems 4 Lateral Only u 0 n IN M Double Section Up to 32'-� Homes Over 52', C 0 to 0 n Triple Section or "Tag" Up to 48' Width 4 Combo Systems 2 Additional Longitudinal Xi Piers a 0 ENK DoublYen Triple Section or "Tag" Up to Up to 48' Width 4 Combo SystOnly 6 Combo Systems/2 Lateral Only 5/12 roof pit2 additional systems. ateral systlateral systems..up„ta.8Q' Lei 0 r Installation of Longitudinal Sys'awJ_M (Figure 1) 1. Identify the number of systems to.be used on the home using the chart provided. 2. Identify on the location where the longitudinal systems will be installed. 3. "Clear all organic matter and debris from the pad site. FILE copy 4. Place pad centered under beam using the centering mark imprinted on the pad. 5. Press or drive pan into ground until level and flush with prepared surface. 6. Slide Xi -System pier feet into slots in pad so that the Xi -system pier is centered under the I-beam. 7. Raise telescoping extension post to contact the bottom of I-beam, secure with bolt provided, tighten bolt nut. (Figure 1) 8. Turn hex nut on pier height adjuster until Xi -System pier is rigid between pad and I-beam. 9. Install Gator Beam clamps to I-beam on each side of the Xi -System pier. Do not tighten nutsat this time. (Figure 2) 10. Connect struts (open side down) to each side of the Xi -System pier using the U- bolt provided. Struts are attached to the upper hole in each pier leg and to the flanges on the beam clamps. (Figure 1) 11. Tighten all nuts and bolts on the struts and beam clamps. Installation of Lateral System (Figure 3) 1. Assemble lateral strut by sliding smaller (1-1/2") tube into the larger (1-3/4") tube. Holes should be on the sides of the larger tube and the "flag" up on the larger tube. 2. Attach the end of the smaller tube to the inside of the pan using u-bolts and nuts provided. 3. Attach the flag end of the larger tube to the opposite I-beam using the "J" bolt over the top of the I-beam with the nut & washer provided. (Figure 4) 4. Install a minimum of four(1/4"04') self -tapping screws into the holes provided in the lateral strut so that the two tubes are connected together. (Figure 1) (Figure 1) Longitudinal Struts Bolt Pier Base Foundation Base Pad J-Bolt (Figure 4) (Figure 2) Frame 7'H Bracket Adjuster 0-3" Pier Base o. ` Ektenslon d Post 1-3/4" Tube Beam Clamp 1 Lateral Struts Bracket 00 4-#12X1"� Tie; Screws (2 per slde) 1-112" Tube All Components Hot Galvanized Coated rStrut ., ;; (Figure 3) TIE A®� ENGINE [RING JOE f".:.ouR I.. t-' VEL ram- q(nc,vl '-`19 CANNor (3LIAMORAIL tp 1 (" OIAMF.Ten *r MIS rl�A HERE OA/YN<)T 1-FIE O?UrlaiH AREA SSTWEaM, S e A AND -d-j -. A�naoTRTA 14 OF lqu L NUMASEIR ()F 'rnGA4)S ANC RY-915FI-9 A4AY'VAFTY NO k. ST? y cn . -TRllc7r,fr)N tztrlcyN -W lo C)3r T w . I "L W?fF7UCkppjjJdAbLp4 -MIN CoDeL SLTMJ:IMC RFD Ta� (W.3, j F-x r-T:J, I * I CFN.% % IoO7 7. 1 L,071.8 R 7fj NVI Le e. 4 14 11 4:1 ip N)l ta. E. Ito. ()l WOODWA-Po (qT 9 i iM17, CRESE SFYLE THE SIDE .APPROACH Use this i'uil 38"x88"or! the 38" x 4 " " landing wits reversible rhiling when you prefer a parallel ap�roaeh. r Code approved in most areas 38" x 38" pictured with Deluxe Rails Note: Side & Back Rails must be .Ordered Separately ` odel# teem+.eYl/�<i.�rwwsr,.Yw.T.v<n..nvmn•m,wn i'ser F1,.ight Overall ; leight rrr�tlwl<,<w�nw Landing Depth ` Idth Standard geluxe aide Rail Blde Rail Standard Back Phil Deluxe Hack Rail 0171431338 71'i 14" 38" 38" 02138 029138 0238 02938 J18163838 13"i. I (;" 38" 313" 021,98 029138 0238 02938 017213838 7"I ?'I " Jr3" 38" 02238 029238 0238 02938 018241838 8"j' 24, 38" 38" 02238 029208 0238 02938 t)77283838 7"' ' rf3" 38" !8" 02338 ()?_9338 0238 02938 013323838 i3"; I 38" 38" 02338 (}?.9338 0238 02938 31T:}53rl I it 71 • ;.'.:5" ;38" ; W11 025:38 02944 387 0238 0291,38 0,18403838 8" r(}" ,8 38 „ 02438 029418 0238 02938 )18<?a33sJ:3El ' ° ' ' lW* :38" 381, N/A 029538 tJ/A 0._ }�c 38 O'18'1H3848 t3"I: 1i3" 38"/18" 021:38 029138 0248 02948 022:J13 029238' l')218 0?_91I }3n p 01'728a38d8 7" ,?t}" ;3$" 48" ()2338 02)9338 0248 . 018323848 i3" :.1 " :38" d8" 02338 029338 0248 , 029 18 U'1735:3t348 7" 3 i" ;i3" -18" 025,13• 021Y4;387 0248 02948 01940284802948 029488 r')2,18 i — — 1 ....... .... .... ... "�y.: .,ort ::•,'I.•g,....^nc :',.I:;.,ed to+y ;r;�o ,. d,.._,-lrAcn., . .. .. .... 1. i .�. Ci Ll'J 1U YJU , k'JJ L illJll `1 c� I'"•'ibergfa$-s Step �Anrhoring Guidelines i I Concrete Inatallatipn C,ist of Components (PUlnh9sed Locally) I 2tl%h 2uaCh i/4" I �F�:xTt T/•'1"'t�TY L,i adc s Curiae I 2wc�tll4G''lW-as ArrhZ Concrete Installation' Guidelines 1) Drill 'r/4" hole through step and bracket at desired positions f hrough lower wooden frame member. 2) InstaIl L-bracket's using V." x 20 x 2 3/4" Bolts, washers, and nuts. 3) Mark location of"hole hi L-bracket on the concrete. 4) Move the step away from the house. Drill Doles in concrete at the desired locations. Tap in r/4" conctete anchors. 5) Replace step so i16t the tops of the concrete anchors pro'trucl6 through the L-k>ra6k-ets, Secure with the!fTuts and washers. 1 —l�J1J FVJVJ1l VJ1.L L 'S1ci G'rourid It sta-lation. List of Components (2) 4$4154 Anchor Assemblies Each assembly Includes: (1) 15 inch Anchor (1) 3/8" x 1 %2" lag screw (1) 7/16" X 1 1/4" washer Ground Installation Guidelines 1) Set stop in desired position and mark the anchor placements on the ground. Remove step. 2) Screw the anchors in the ground so that the eye of the anchor will be in the position as. shown. 3) Replace step and mark the place where the hole in the eye of the anchor meets the side of the step at the height of the lower frame member. 4) Fasten screw into lower frame.mem'ber tbough eye of the anchor and washer. WARNrNiG: Failure to anchor the step properly can tesult in injury, Place the step against the house. Make sure the surface on which the step rests is level, Style Creat,.Inc. Drawer A Fremont, Ohio 43420 "I �S)12 - 'Put 0i v 4 NMS 5DIZitT ODDWRT�R KC 4RL­, S: Is a 00 1 IS 0 Off, Q A-svis AM Is z"Ot 1*0 lot AD •, . — .' 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EN,n�(s) MILES' DATE READ o: �: NDTI-MR-By E fiFY'..'41AT T _�T O� 0 CER 'O'Tl�gk' THE ojD.bmubt READING; AV Tj ON JM0!;C-v ROFULLY .1A:L.'MILEA :Sam 'rgI"ACTUALms "REF.L.jE *jS:A:aC,I o mCifq QQis : IkNJ!ZALL1 ITS,PAN . API IR940 DIOITbbOM5TE w%bd 'naoontm, soN Cu 1'Urchn+Cr Must . FIR t way US A tt 4 JR-1 Q Q Q d A— ON, R . . . . . . . . . . . -------------- SEEN SUBNW4WED 31N6ER SECTION 319 23/32B 03 FLORID., • �T�fR' �4HE`t1WNERiSJ-�NA'Ri�[3-FEREIfl;�'iHISZif=EICI�L`�CFJ JDENTIFICATION NUMBER YR MAKE ` MODEL , BODY WT=L BHP VESSEL REGis NO TR1E NUMBER 7419E � •,, 1982 PRES°` � HS 66' - 19960909 � r s PREY�STAI COLOEi PRIMARY BRAND SECONCARY BRAND NO OF BRANDS USE`• PREV ISSUE DATE 06/03/199� s a �DOMET€tYSTAWUS TZR VESSEL--TIIANUFACTURER OR?OH USE '- r„f AULt 7r1A3ERIAt PROP a DATE OF -;ISSUE s - REGISTERED OWNER PATRICIA ANN MARIE KOCH LIEN RELEASE INTEREST llf 7}IE A$OV� DESCRBED VEHICLE IS 18, -UERA"" CRUZ -_ a' FORT PIERCE FL" 34951 a fff HEREB* REt�ASEO 7 { = f = By Mx � i TITLE . DATE 0 _ Y SST L�l 140g[ER NONE f i i DIVISION t MOTOR VEiiIC);ES ` df 7AI: AI�ASSEE r FT ORIDA: Eiip&T EN OF FIHI�iHRIAY E r } AN'M D OTt7i -EHICt r ontrol Numbers -w,.i i 4v C 16 RRL A FORE t = a = ap FR® O 'DICKINSON r EXECUTIVE DIRECTOR . TRANSFER OF TITLE BY- SELLERs _fjhis eetion. must he :completed at the n toe.. of sale.) _ ODOMETER CERTIFICATION Federal and;: state law, requve ,that: you state the mileagd Jq connection with the transfer of ownership Fadure>; to ' complete or 'provtdiog a_ false statement may>'result m fines and/on`impasonment _ This title is,warranted and eartifie44o -be-free from anq_hens excRpf.as3ngted on the{ace of thscerttficaCe.;and tho •motor veh cle nr_vessel£ila<en6eTs hebyfransierred Ito. ..Purchaser. - - .. -:+ c z > - s s Address 1• ' ° Selling Pnce $ -F Qate-Sold V..We state ;'that this, 5 er ❑ 6 digit: odometer now reads ❑❑ME) (no tentks) . miles date `read - and to, the best' of -my knowledge _ _ -CAUTION. 1 I hereby certify that `to: the best'of my knowledge the odometer..readmg .reflects the.. :;.that-rt.refleets the actual mileage --of :the -:vehicle -described herein, . unless DO NOT�CHECK a.2 amount of mileage rn,exeess oi-its mechanicel-limns - _ nit gE tha_,o'_r{ometer gtatement.6fgcks rs checked X IF.6CT11A1 �li 2era:6y eend=ihattfie' :odometer reading is not the actual mdeaae BO r 1. } - + t - MILEAGE WARNING DDOMETER DISCREPANCY.v MINDER —MS AE_ f�ESEIF PER.IURY 1 'DECLARE :THAT I HAVE READ THE, FOREGOING DOCUII idrVjANF THAT :THE FACTS STATED IN IT ARE :TRUE VU k PnFtedName Purchaser - .Purchaser :..'- ... - .Si9nature '-Printed'Name of Cu Pureha - - ' e Co Purchaser natur o / _' .tr'�. _ _fir {B ''.Footed Name - t =. 7. Sellers r` Seller f Signature - _ _,. _ r '^f Co Seller. - r Printed Name of - _ r aJ a1M ;(When Applicable)-Ce Seiler', PI �Se inDealers Licerise Num6er. - - Tax No Tax Collected-- W.$ - -_;t >Autttuo- Nr�ame . - - ':Lmense- Number d � El Ed -Y J� ;? J TWE, TEJIITAF'�.� S' Nr': Br RrE, 0 -om IL 1�t OP ITS' t -ilA AL -NOT. 'A . TUAL' V 55 M—SCHANICAULIMT& 1 0 A�TER C. co 61 Vs .$ ii: er Si� N Cd Prtnt FIL, Old: t: jg1l. t firll.fiolt: cIllng. we S' 'Duld S61d� 1461' 5 OR!:. A �O:METER NQ.M? MAO L S, AT 6AN G TJIE 0 TP EV r E READING ok-,Rl' MD CAREFUIAX.:�--'ITS ANi6A LIMITS C-An L Fj I&F E C-TRAt'�AL--MILA AQ Ev'� T'.1-14E CT MILEAG"E. -A UAL :qssQ I-T. �:ME.PliANICAL.)E-IMITS':::::: OMETER;D&UPANCY APPLIES-PlGlT'OD.(M T, S sl cb llhsi�. m q -pum v . . ... 9p, ­7: s :•tI i.: rin(14.q ;e • nf ab w I&rc pri� A 1­%'CQnscNa!Rb 'So lll)�' lWifer's ng e.':Ttz elyse' p Nk,Nnmc Tom_ P. • Pd'T'.cHhs&'Nanib(s) Add. ss. z Tm' A. Eli 0N-ras m lAVF_STATE- TK XX ILES :DAT-E: READ- `1 P AND:mlTjRrllY _LL�L, FY'ThATT6,T�ihdgTG'� L�Wj MY-KNOU'LEDGETRE OJD.dMrTER.READINQi%: `� CA 77 y . .. :- F0TS:ACj P, . . i 11S E&- Of K4EV-flAj4lCid:-%LlMfTS -1 )S-00- -UAL Ml`f, EAGS. ....; .. .. I IT HF-ACTU;kC--MIL -EiQ . Q"KjTS f�4 kA _Q)-�ANI. LLIM)T�� ING-i� 060MPTERA51� r CR- 5 GIT OD DI ME yvt t�: t iy