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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY BP SECTION �2,6 TOWNSHIP 6 RANGE j 40 MAP NO. ZONING LAND USE 121` LOT CVG % TAZ NO. FLOOD ZONE �• FIRM MAP # 1 n FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE �� AREA FEE FEE LIBRARY PUBLIC BID C liCT PARKS IMPACT. IMPACT FEE DOACT FEE CORRECTION FEE FEE GENERAL SCHOOL CREDIT Y N LAW ENF ., IMPACT IMPACT . ; IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE DOACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING = FEES DATE SENT TO ADDRESSING: 1 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE .COUNTER REVIEW REVIEW REVIEW REVIEW. REVIEW REVIEW DATE RECEIVED - DATE.,- :; COMPLETED = _ INITIALS OFFICE USE ONLY: r' DATE FILED: 2-"' PERMIT NUMBER: PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: o RECEIPT NO.: CERT. CAP. NO. - ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 1. 2. 3. 4. PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue It Pierce, FL 34982-5652 �Gy 't A 77262-1553 PY �,- 5_01 06 cotn:. APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: PROJECT NAME: SITE PLAN NAA E: PROPERTY TAX ID #:� �— \n o — LEGAL DESCRIPTION (attach extra sheets if necessary): PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. PARCEL SIZE _(ACRES/SQ FT.): — LOT DIN ENSIONS: COMPLETE OR SETBACKS (ACTUAL) FRONT: �T� BACK: ♦ S` �. RIGHT SIDE: 33 LEFT SIDE: 12. TYPE, OF CONSTRUCTION (Check all appropriate boxes) . [i�W CONSTRUCTION [ ] EXPANSION/ADDITION [ ] RESIDENTIAL j ] COMMERCIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 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. r1 SLCCDV Form No.: 001-02 UPDATED W25/09 ;; F, OWNER INFORMATION f NAME: ADDRESS: ' CITY• STATE: ZIP: i J PHONE (D): ��� AYT]MEle Email: C �� 1 IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORpRMATION ST. of FL RfiG.CERT As �- I� _ I ��� I ST. LUCIE COUNTY BUSINESS NAME: ;!UALIFIERS N ADDRESS: roc CITY: PHONE(DAYTIME (( ADDRESS: CITY: PHONE (DA BONDING COMPANY: ADDRESS: CITY: _ STATE: t—_ 11 t71 FAX NO. `)M66e Z � � 1 ATE: STATE: 107 i tM P' w a MORTGAGE LENDER ADDRESS: CITY: STATE: ZIP: E* A"PORTANT 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 IMPROVEMENTS 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 PROPERTY IS SUBJECT TO ATTACHMENT. OWNVR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF 5T, Km C i i= The foregoing instrument was acknowledged before me this d q day of 19le1t, 20. I a by _1U i.1 C 604 t P- b� who is personally known or has produced (�)R t vCMS L C E7yS e as identification. of N -b(J- 00_3_TtAAOR SIGNATURE STATE OF FLORIDA COUNTY OF ,S'T /_U C. ,,r The foregoing instrument was acknowledged before me this day of 4PiQ ! L- by -:5_Ug_tF lie, (3AIR U who is personally known or has produced L l C ew S e as identification. Signature of N DOR07HY ANN HAFNER """"' D OT Y ANN HAFNER 0.�0.y PVB/'.. COInn11SS10n No. =°°`P B` Notary-PunGrm�tate of Florida Commission No. c=°+ `� No * + •= My Comm. Expires Oct 2�2012 _ a -State of Florida �* °;= Commission # DD 827096 'MY Comm. Expires Oct 2. 2012 ��o,,�oP F��P�°`�` Commission # DD 827096 ° °�'` Bonded Through National Notary. Assn:; Bonded Through National Notary Assn. NOTE: TWO (2) IGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. JOSEPH E . SMITH, I - ,kK- OF THE CIRCUIT COURT 9v -` LUCIE COUNTY FILE # 3698216 03-� ,'0OK 3384'-�1�"275, ReLrde :127/2012 at 09:47 1 AFTER RECORDING -RETURN TO: PERMIT NUMBER: I '1'L•if°"pu,:ei>rrsrrrul h:r:�.:•n'di:µ;inin 'f 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. S I .DESCRIPTION OF PROP s, RTC' rfegal description and street address) TAX FOLIO NUMBER: 3919 — S 0 1 —1 7 01 — 0 0 0 9. Spanish SUBDIVISION 1.,$LbCK TRACT LOT $LDG UNIT �� OKqVIIZ�Qs Section 26 Township 36s Ranae 40F 1 2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3.OWNERINFORMATION: a.Name�nr]yn Ft' ' 1 rj' qC;orporatiom 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. CONTRA CTOR'S NAME, ADDRESS AND PRONE NUMBER: Wynne Developlkent Corporation I 8000 S US1 Suite 402 PSL FL 34952 772-8719-9513 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 V ( J Section 713.33 (1)(a) 7., Florida Stattitu: : Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 NAME, ADDRESS AND PHONE NUMBER 8. to 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 PHONE NUMBER:. 9. Expiration dale of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) ; 20_ WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPBtAT10N OF THE NOTICE OF COMMENCEMENT AaF rniJtmERED rMPROPE° PAYMENTS UNDER CHAPTEti-713 PART I SECTION 713 13 FLORIDA STATUTES AND CAN RESULT �..., ...00nven..e,.rre rn vnn�nnvcQ�n MnrrrF. nF COMMENCEMENT MUST BE R -COROEO AND Matthew Lyle Wynne Vice —President Signature of Owner or Print Name and Provide Signatory's TitleJOfFce Owner's Authorized Officer/Director/Partner/Manager Slate of Florida County of S . r t] T i e r/r1 The foregoing instrument was acknowledged before me this � V_ 7 r,day of / / L • 20�' ' By Matthew Lyle Wynne ,as I/IGF 10i?EsibeW7 (Name of person) (Type of authority...e.g: Owner, officer, trustee, attorney in fact) For Wynne Building Corporation . (Name ofparty on behalf of whom instrument was executed) Personally Known produced the following type of TD: _. DOROTHY ANN HAFNER J Notary Public -State of Florida 00teOTH Y AWN / /)riGe/eY� My oComm.ision#Expires Oct 7 96 !`f lV (jr;tlt %y P �f Commission i/ DD 8272012 096 (Printed Name of Notary Public) (Signature of No Public) ); "'' Bonded Through National Notary Assn. Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are (rue to t e best of my norvledge and belief (section 92.525, Florida Statutes). Signatur of w r(s) or Owner(s)' Authorized fficer/Director/Partner/Manager who signed above: B BY Ra..aNlanaa](R.caNin[) � ' ST. L IE COUNTY TN S I TO CE ;: THAT I A TF�NO C 4E.1" 'CO TN ORI,AL. -TC t., AI Date, P-'C— a PLANNING & DEVELOPMENT SERVICES DIVISION �. BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave _.._.-. _..._..•....:.. Fort Pierce, FL 34982 BUILDING PERMIT SUBCONTRACTOR SULV. MMY vnU 1A usingthe following sub -contractors for the jCompan�y/ludiMvidual Name) project located at (Street address or Property Tax IID) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed•below, I will-immediately.advise the Building and Zoning Department of St. Lucie County. Txade Name of•Coinpaniy/Contr`actor �-�-�•_._.._..__.,__.r.._Sfat;�fFl�o�x-ida St. LucieCounty/ ---1, License Number Electrical Plumbing fm�ffldo)c harm vn a q (,. HVAC/ Mechanical LAC R 1,517J Roofing Gas • 49 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. 2098 State of Florida Certification Number (If applicable): ER0000122 Law's. Electric, Inc. have agreed to be the (Company Name/Individual Name) electrical sub-contractorfor (Type of Trade) (Primary Contractor) for the project located at 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' ersonally 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 James-N. Law SPRATURE PRINT NAME Business Name: liaw'-s Elec-tric, I-r3c. Address: 218 Beach Avenue City/State/Zip: Port St Lucie, F7 34952 Phone: 772-464-3969 email: nipiprr-111? TTQ1r? nNT V- PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: `f State of Florida Certification Number (If applicable):.1.. [ I J 1 U. " ILV I I� Yl%X r v r l x)v,eA �> ave agreed to be the (Company Name/Individual Name)-� CJ" Inc, 011 Lmbl` t)6 sub -contractor for ftC nM c I ( , (Type of Trade) J 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) ,RIGINAL SIGNA.TIAZES AI�E REQUIR)' D b2&_'-UJ VIATURE Business Name: RM Address: City/State/Zip: Phone: 111(e �1 PRINT NAME TW-) =�!OD --? 1771 nLI� r� : T C� :;N L l,. PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. aq + ®IrN State of Florida Certification Number (Ifapplicable): l JA C 19 1951 —71 have agree to be the (Company Name/Individual e) -�—,� / gam,,, l f On � Il ` C , _c I�.P 1�l sub -contractor for 1� i Vb (Type of Trade) ^ (Primary Contractor) for the project located at Itff- (PrioJect 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) QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED 01IGNATURE FRRINT NA ME DATE Business Name: ' LUC& Vi9fiNw � 1�.�`l /� \ Address: SS i a City/State/Zip: &�W ' �� Phone: �� " email: L ', �J a b&95MM OFFICE USE ONLY: ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 LLED LANDS AFFIDAVIT �i 1, the undersigned, am the owner of the following described property\`g .��CCtCa- Part of 3414 SO1-1701-000/9- Section 26, Township 36s & Range 40E (Tax ID/fLegal description/Address) for which I have applied to St. Lucie County for a Final Development Periai.t. In accepting this Final Development Permit, BP Number I acknowledge that as owner of the above described property, and i.n accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I sball be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that �n granting this permit for the development of this property, St. Lucie County is neither oba iged nor liable to provide for, ormaintain in any form, adequate drainage off my property which will not adversely affect the immediate community. i. Matthew Lyle Wynne Property Owner Name 1'-r=oei�t4.Ow e ,tg a,;ure- Date STATE OF FLORIDA, COUNTY OF St - L U C l e ACKNOWLEDGED BL-FORE ME THIS DAY OF / % !"/e <<- 2E��- BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICA�TION. SIGNATURE OF OTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE C DOROTHY ANN HAMER Notary Public -State of Florida •5 My Comm. Expires Oct 2, 2012 o,. �4.... 'off,, commission # DD 827096 Bonded Through National Notary Assn. Property Appraiser - St.Luck anty, FL Page 1 of 1 PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 7 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �UCIEO�G2 Site Address: 8000 S US HWY 1 ParcellD: 3414-501-1701-000-9 y�f Sec/Town/Range: 26 :36S :40E Account*: 41242 Map ID: 34/26N Land Use: PRKG/MOBILE �0 Zoning: CG City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Wynne Building Corp ST LUCIE GARDENS 26 36 40 BLKS 1 AND 2 LYG ELY OF US #1 Address: 8000 S US Highway 1 RNV--LESS RD RS/W AND LESS AS IN ORS 2535-243 Port St Lucie FL 34952-2357 More... Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 27031300 Land Value: 8739600 Acres: 271.84 1/1/1900 0 / Assessed: 27031300 Building Value: 18291700 Ag.Credit: 0 Finished Area: 76025 SgFt Exempt: Taxable: Taxes: 549970.73 BUILDING INFORMATION in oasonlm sarass Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1987 Frame: - Grade: C - C EffYrBlt: 1987 PrimeWall: - StoryHght: 0010 - 1 Story No.Units: 1346 SecWall: - Interior Features BedRooms: 1685 Electric: - PrmintWall: - FullBath: 0 HeatType: AvgHUFI: 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 ASP2 - ASP2 LOW Y 1 7660 AV AV 1987 1 2800-PRKG/MOBILE XCS -Sq Feet 347500 2 2800-PRKG/MOBILE 130 -Site 1344 3 2800-PRKG/MOBILE XCS -Sq Feet 168035 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=341450117010009 4/27/2012 a3WIN Liu, ra- wolp pm-1 ".111111601 �i MIN, SETBACK REQ. FRONT SIDES CNR SIDES REAR. ZNP. TTY B 'j, C �NTTY B LNG DIVISIOi'j LUC F 'DICE TECH. REVIEWED FOR CO, IIEVIE E IT p4US BE jaPT ON JOB "tT* 0 p 6 DE* , 'N L -N' OR No ]P,�SPECTIONV,,ILL E �'' ", •• �ERA1ft7' � MEER Fl d Iwo t I CAA ljoelisa Address of home being Installed Manufacturer Length x w(dlhLaiZ NOTE, 'if home Is a singla x IdO till out Otte half of (he blocking lan If ham a is a trlPle dr quad w1de sketch lrr trmelnder of oma I undemtand La}eM Arm Systems cannot bs used on any Rome fnew or us PQ . wirers the stdswa(1 Iles succeed 5 It 4 In, tnstalfer's JFlfttals Typfcal Werepacing 2' Mud PERNIfT W014KSHEET Nevi Rome 5 0 Used Hpnta Home Installed to the Manufacturers Inslaliat(on Manual El Nome Is Installed in accordance with Rule tS-C f i°� Sinnle wide 0 Wind Zone if � Wind Zaneill ❑� Double wide �t Insiallation 0- I Tdple/Quad ❑ 3erfal tt _ 1 f PIER SPACING TABLE FOR USED 1{OMES Laad Faster 1la' x tw 18112' x 18112' 2©' x2�'F 2' 24' X @4' 26'x2fi' ing aPeapaclty {sq rn) {25s) 042) (400) (575Y (676) r1ris r AU,9rzg I [-beam p(er pad Wze Perlmeterpler vad sizefl Other pier pad sizes "L (required by the rnfq.) FflP a P� s zEs ANCN4R8_ 4 it ft �AME'n ES wilhin 2' of end of hgnle/ • spaced et 5' 4" as v TIr:WWN =WoNENT's T I OTHER "rm Lonplterdkrai abM b,avi e S ` ti Newell Number Manufacturer—ji ongitudhat Longltudlnal Stablllzing i70vlae w,( etalArtris arTime wall Manulacturer Shearmif —"---. Draw the approftate locallans of marriage Wall openingi 4 foot or greater. Use this symbol to show the piers• List all marriage wall opsninlls greater than 4 foot and.their pier pad sizes belay, aveninn Plot pad:slze, W� �j PERMIT NUMBER POCKET PENETROMETER TES NOW The pocket penetrometer tests are rounded to psf or check hereto declare 1000 lb. soil without testing. X X X POCKET PENETROMETER TESTING METHOD 1. Test the perimeter of the horhe 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 TORQUEPROBE TEST The results of the torque probe test is 6 inch pounds or check here if you are declaring 5' anchors without testing . A test howing 275 inch pounds or less will require 5 foot anchors. ote: A state approved lateral arm system is being used and 4 ft. T anchors are allowed at the sidewall locations. I understand 5 ft _ anchors are required at all centerline tie points where the torque test reading is 275 or Tess d ere the mobile home manufacturer may M requires anchors with olding capacity. fnstaller's initials ALL TESTS MUST B ORMED BY A LICENSED INSTALLER I`taller Name � its Date Tested ohhact electrical conductors between multi -wide units, but not to the maP pow ource. This•includes the bonding wire between mult-wide units. Pg. PERMIT WORKSHEET I page 2 of 2 I site Preparation Debris and organic material removed Water drainage: Natural Swa Other Floor. Type Fastener. Lengt ' 4' Spacing, f r Walls: Type Fastener. Lengt • t Spacing: Roof: Type Fastener. Lengt ° Spacing: i' For -used homes a mi 30 gauge, ".wide, galvanized meta! step will be centered over the peak of the -roof and fastened With gaiv. roofing nails at 2" on center on both sides of the centerline. Gasket ("therproolino requirement) f 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. i understand a strip of tape will not serve as a gasket. Instailees, initials Type gasket Installed: Pg. Between Floors Yes j Between Walls Yes tit Bottom of ridgebew Yes Weatherproofing The bottomboard will be repaired andfor taped. Yes 'L�, P,q Siding on units is installed to manufacturer's specifications. Yes V� Fireplace chimney Installed so as not to allow intrusion of rain water. Yesl Miscellaneous Skirting to be installed. Yes No Dryer vent installed outside of s irting. Y&s—�N/A Range downflow vent instalied'outside of skirting: Y WA Drain lines supported at 4 foot intervals Electrical crossovers protected. Yes t� Other, all information given with this permit worksheet is accurate and true based on the vnnect all sewer drains to an existing sewer tap or septic tank. Pg. •••-••-•--'-' -' - •••-••-___ ..... _ __ _ __ _ Installer Signature Date onnect all potable water supply piping to an eod ater meter, water tap, or other i !dependent water supply systems. Pg. St Lucie County Building & Zoning 2300 Virginia Avenue Ft Pierce, FL 34982 Mobile Home Inspection Report 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 II certified. Owner: V Y %MA/ CDrzP Date: q19 ;- (Print or type) Address: Year / Me (ENCE t- (5P L AkF,5 FAIRWAY5 A HP) F t�Ml3 SPya.0-30911A1Alf� .'flv'f 839 Serial-N/b185P�faG J'&iUD Plate #fZA q(D Width r Length / Single Double V Wind Zone C = In Compliance N = Not in Compliance Fire Safety / Electrical _C 1. Smoke Detector: InstalledJe,-'; Missing C 2. Electrical System Checked: Exposed Wiring Other C 3. Distribution Panel: Missing Loose Main Missing Breaker Missing Unplugged Opening Other _ 4. Electrical Fixtures: Missing Installed Improperly Improperly Wired Loose Wire GFCI receptacles not where required C, 5. Electrical Ground: Chassis Main Panel Gas Pipe 1 LE � 0� th. C7# Fed 7 RevisM 3i9i05 Pagel of 3 r 1• Construction C_ I. Exit Doors Operable: Front Back Other C 2. Exit Door Locks: Missing 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 7. Interior Paneling: Missing Loose Damaged S. Rodent Proofing: Bottom Board Pipe openings Other C 9. Leaks Apparent: Ceiling Doors Floor Roof C 10. Vertical tie -down straps: Missing Short Damaged C 11. Structural modifications since manufactured: YES_ NO C 12. Walls: Structurally Unsound Loose Weather tight Plumbing G 1. Trap: Missing Not connected Other C_ 2. Plumbing fixtures: Missing Not installed Not Vented L 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 1. Heating Appliances: Missing Not Connected Other. _f_ 2. Deleted Heating/AC system: Not installed Other. 3. Thermostat: Missing Inoperable s G 4. Air registers: Missing Inoperable C- 5. Ducts: Not sealed Missing Collapsed Page 2 of 3 d.• C 6. Gas furnace Water heater vent: Missing G 7. Return Air: To Furnace To A/C 8. Range: Vent Hood Loose From rooms -C_ 9. Gas Valve: Accessible Installed improperly G10. 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_� 2. Willa remodeling permit be required? YES NOV-' 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. FT Date inspected: Inspected By: V f. L., License # 3 L 3 J 8 Signature required Phone Number: (f!�"�])v( Page 3 of 3 •v�'u��r ,,, •1 -� � 'rr �fr Engineera Seal STEVEN G. WOOD, P.C. n Li+C]ENSE 34398 960 SYJb.TAN DR y, 0RT ST LUCCIE, FL IDENTIFICATION NUMBER YR MAKE MODE FLHMBSP32630944A 1991 MERI REMSTERED OWNER RAYMOND G MADAY 1545 N HARRISON ST ALGONQIN IL 60102 MAIL TO: RAYMOND G 'MADAY 1545 N HARRISON ST �ALGGONQIN IL 60102 BODY I WT-L- HS 42' 1 70486101 DATE OF ISSUE 02/15/2005 LIEN RELEASE INTEREST IN THE ABOVE DESCRIBED VEHICLE. HEREBY RELEASED BY 1 TITLE DATE a , $ °7� � 4 ' , ` - 1 tH ~ ' � ® i''I} � � '�JJS 0 (�( -7,:1 � ` i �roJ , �"t' w•�J { i 37 i , � r / � �9EiiWn SUBMLLT Rmu, R�IOR:CTt 426ATE COLOR-' �. pRIMAR,SYIBFRAND [�j � i°'.� $ECgNDARY f3RANd1 �"y, fJNKF3 1�,,,,,,yyylllppp V�ry��j{ PILE 0 d,'�t f J`pn .€€/tF�"' .' :� Na bF BRAND§�. -�''rl �, : � _ tlSEs t�'T ,1< r TtI'Ip�•.f.1 p'-Sr��Iy1 • .., 'J G^W � �. i ' . RAY 1SSUE.:D YE - 1 7 f}f �2 .. �_ a.SP _ �� „'� �2 '! k'.. -� A . � '"�� -�� +�Ir�. � 1.� � _ T "4 :�•' ^wY�i a / Oi ME! 8 S7 tJS OF f!l 3SN MANUF I .' Id rtr Il n PnIY 4 n a rwS St 1 �. dhlll P`I 'µin 1 1• �af��20V� 4rrl d l - . \ , R GISTERE AWN I `' . *•�Sy 4� 3 gYMOND G MAD{1Y CrN R€�gsE / '�5j�'�,t N�1�•� RI$IjN ��iS,,T ;. � ; �� ��r � �� � 4a �"�" ..'� Nr ma. � Gut , Ia �f iNERE�t IbL'sr�T-(�E ABp��' DESC;RI9ED ,��Hlcit; II _ �mi„�r s FIERY .• ��,FpP,�G I MIm9 � _. �. 'i�� �� !' j. N•�- `j .."_�.. d. J0. �I,nl'? TJ��til,y,�� ]� ��.}��� �t { 4 F° r ,I PIMY' ptl� 'I^r s ' _ _ 5_� 1 rx �,;.i 1 U;tJv' r I V'`' i!'JA +• f3Y.' F3 ;' >'r - e E.�= e�^ 11 hi rV IP I L L�, f'I 'h tllll a % .�€�' n r ` TITLE DATE ... 5 ' "c. 4i i `b t +. a1Gl+.._ £_ •„� An'wpG`yh 0 T -&T L�ENHOWEII — F n �I� r: fi rr e� r po-� 1 a` �� AS •• a mr -r 7`.? 8 - ,tda N'd" Q '�' Y t ++''pp,,,, NWt :. # € 7jlf ��� @ � ! ! t ! 1 ! ! ! ! ! 1 1 ql t Sit.c �'$r '!'ate It 1 1 ! 1 I 1 ! 1 1 ! y F �� M NONE 1+ I't t1, ',Li4:�5,� _ff F_„ .y �t •• L-.na 1II y EIiiGL Rivl oi�GAa� AN rrr Y r.... j yIt J,a FGGb MOTOVEIFS 1 •V�`P E� �I"wn''• - r:'i+• -q —s' �$^ '°�I . -, ..r t I'.W- 3r I r y.�. F� 1 G P '� -a- � �plr ^�' .Gm�'r8` a•' I r >< T W IAr -� s Emory �RLFAI}T€Vas..�I `-iRIREC-LiiR �r -. 5{ :a? a�.' �'.�°y !. a ! 's' '+'�,au` ^'`'e o.- `ems .x'' �2LECUTI P; $CTt.ra- "�`v "'�+ - - �I t%�� - �� 0 �+It,�� .� ':�� ,e � i'= . .r,,,yf: 'v I "�^, :; --� � : f.-`ri•� � : r N -'E iTiEi_ ODOMETER CEF(TIFICATION' Federal, .state :few regmre that you "state the. mileage .vh r,'oneeceop- with the a>ansier oL epnershlp `:'T�dure- do- I F -- ' •'' coin fete er - i p provtdmg a ielse stalemeetmay Tesult rn fines.enU/er:mpn`sonment. } y t4'Th `+tp1�A- s pint seeRtiled to `b [ee (ieTjr ry liaq�-=gxeepl=a's ngtod ,ai4.th �� oJrwj(!1 "uHl�jc' c' vie F olor:w¢ Iq e-3rf-1Ve§Se�Ed9scr16 s +hg€c6 F t�erisfo t tM1^�'IGq v I I!''.�dl€ u�ll' �au,��j^ul olf� 2� ��j .s`� a: � t . t� ypap, 'JT t,�yB� �-::. ��;+�J _.I�I'.�1 Gd�,�°� =��: �.. 1 � . rsa tip-•�� a t�14 �r .. ��jy�"��°P.; ��eteW�,w•�� -�..� 9�C �'� � a� �— � � � a ��I ._ �°'it_,..., � i..Q.�s �€. �7 t . `5- t•'� I� . _ f � -.� f}v,� Jt :: `�P 'S a _'" I'rd. a I � 1` -. w I +pr � -`- ,dv -�. \ .�•' d� �� 'h i��plty ,a. WI1wa iA"T'gl.Pd^r tl' �- .a,$ f' -z •3}�� L, _= '1. Ipp���:..:.. ^��''I`'IiAq* W�tI,t Y..:�:J"1� ��4 '.;d �•.� I'::jl � .lF�` �.-y�..- �'���` 11 �t"I* P � I/WB.state-ItiYh5brG�6tist'dglt odo eF oow AMON - (vi"te`N �O D�Q a / � c. o f tndes�.•da2e':;ead. and to the be$t af,my,;knowledge;CAUTION t :7 .; I hereby certdr 4hatPto'th¢ bestf my..�nowled�a_the odorytate[ reading -reflects -the . ?that Fl reflects the actuaF mileage of the. dehlcle'descnbed..herem-.,kpless-. DO:rNDT CHECK '_ '; +amoupt'ot mdeage.;'in excess%`of as':mecliamcallja{its yone,f th¢ cdirtateratamant blocks -is eked$ ,"' r,=.'."PDX.IF ACl1AL �hereb certd iha_t tlte".od njAter ''adie' dsrnaLt;theaaetua,:inlea ¢t = - i I �$ t Es1 : • rm SRN N i._�4/,.1LEAGE� O t N{Lfitd r DaAfew- DI$(%�fEg Y.' ��, > UN-ro ; --NALT5IE5-bF�J'ERJU♦�Y I � E Lin RE,�A, u VE%ffl r HE F I}3E (IN OCO AI�IE F .. A't.�,:t. ke J�- to 6a� �:•IC€kn�tie�+Names uSr:atuie o'/ € Sthnatufe o - ;' , P chaser Go puro�eser �� a - �, • yn :- -t a . � I C, ,Purclia ae,�.- r r '- .r 9 :=e a r ae R�Ue Iv a[' y /t%76°� It +' . MY } i �� [i . Rrldl9d Ns a °4 t rh', a j ei€ K� at _ I ,�y p :r dS t, , J, o-w -z� a r•°° pilo S�,IIIeC' tt' : •+I It ---(,• La , a..A-,Iv ICU[ dF+tEy .. 'fV 9'w 4G'ilr ,l ^ ' .Fr- _ �. ...t r`+d{'17"rnJ. _ �=- 3.:�.- *'lu w I4 off,'. •, a' r' r -i!a _ ta, -iz rN; t I a r � _5y�5¢�er_w°d .4"4".a� .ru.. .a. �• `�: �.. �.. "�2€-'s,- Printed Nama,o�9� .atir•¢4� I ��f(f : 1� s.� -rr�.. ay��vlpr. Ip ON a :z - C6=Syell SeII1ng.Deaters License Numbei: ax acto - f'� Auctm,e Name a Licensr¢e Number �^ b � .' �' { {I y .• I r �a -�F , ;� i I ))III q' '1: PI I�''�- 0. I1 I�"{'✓ "41�Y ��,^y' �( ��� m�I� 11 G�,1t•V" Jy yr�l� � ,I if ,•SL�' n1�'�lu -�\' I •'y;:ae3°4v° „v,??.A{•:\\� L,. .; t ©- ' 7: •::4k••i,✓,•. °-e:::!u •: •;tih!; \, C,;,.;•t A;;,°;.ua o..?:4h, � 1 i _ �, :;�,:, •t �[� _ - iQ: ;Q: ���e. .:,••�:.;as;;:'.";:;eF�:.. _ n•.:;.:;.:;;,.,gin,,:..•• I ....9 la' '� .,. ,r; :?YC'•;w; P, .:t ti•'1,q. !! {y„i - cl, +,r ,.•�"•.•'i,,a+'+.•;3�, IDENTIFICATION NUMBER YR MAKE MODEL BODY WT -BHh VESSEL REGIS, N0. TITLE NUMBER FLHMOSP42630944B 1991 MERI HS 60, I 70486102 REGISTERED OWNER DATE OF ISSUE RAYMOND G MADAY 02/15/2005 1S45 N HARRISON ST ALGONQIN .IL 60102 LIEN RELEASE INTEREST IN THE ABOVE DESCRIBED VEHICLE. IS HEREBY RELEASED • BY MAIL TO: TITLE DATE RAYMOND G MADAY tt� }� • ' +' t v i+ ti 1545'N HARRISON ST 4 +} I ALGONQIN IL 60102 ti i I I I i i I i i ® � •t III III t r. ` : �F� ��� • � ! �il ��iii �� del V AI I' Ir: OF I-WN HIP lAY1N EEB[ ��iUBMI E INDL`a,,� S Ib�11 :�11u2 N� B" I lF 11 r1+ o57AT: ""•q Id'yt= w c� 1 r '� an `br�EL� tv�"1S.It H L�WR REIN^gFll 71IJ'IS"T55'IiEIS--�, p tl'1YA Dap,i 4h hf�� 71FItEr" RS11L3-fU[OT R �EE A( III 00, r R FLFIMBSP42630944B„ 1991 MERI a ;: HS-„ 60' 704�61;Oq - PREVSTATE I- COLOR PRIMAR BRAND SEC„NDpRY BRANl7 s NO OF'•BRANDS:E c,; liS s, 4 a Q EY ISSUED TE IN QBS3NEI�fi ST}i��S�sO�:l/ESSE£..MANU `kU w H= $ - �, � � ' ti� - • �' Ji��AfA� Rf)57�. �'Idr Ru ti.. 'yl 7Q7 1 JSSf1E- -�•+° .. + '� s V I I,y71 REGISTE�R£D°"t1W11�Ei�' RAIIMDNQ G I MgDAXxFi ur?rr REIEAstt I 13 i 154$I Jtl A„: IuR's ..r QNe' a tl :, It a y'1��Ifr...INTFFft�ST E ABOV� U SCRI@ �vEHICL a ;�l jp .A4 '�&� r .} �. z4# a•z'b'n..I v '�'.'t°�'•t'�la.. rn�¢ HE[?�ITY. ,�,I. ..,® ',. tF '.' £a'< t �' �'IA -,• ;1MI r'I' "1F?r1 Ir "W '1. 'A �YJ 9 p ,,AAI)pII�q��'""�p'tI"I Y.;: iiyl1'^.'.;f€'. '� N b m ./ Lji A .-rs e"-c .:'s.3 � �3 X�,F'°n?'"�`P.Ip�iyb{f�'.' 4ra�� '14�✓� _ F � 3� � 17 _ TITLE D wm ; I - - 1 i 1 �¢II;w t 4 .a"" ull, dw r_. ..�� y- t f ,I, f r�� '�■ + I I� ' r S '1- t. tl • �� �T . LIEIVHO�tEiEf�� � ��' � - 'I ��}' I° � ��F 1 � �°�w�' � �� �� �` ': d� • ' + t I � � I I i '� i 2 - - irl... +' t1141u �PydMp I�dy _ t �G++ pY� ��rli 2 G I i I I i I I I I I I yi NONE 6 a�Jlp zka�Ix ' - .�' 1 ,y 1 1 , • j Y. `�i 'Q.4'�+x 'i t t i �«. ®- �'ki `+Y•r f'}-� .. I I yj 710 het .p f r t �a :• a rl r� �u I • 5+' 1 I SI �iV�iil�ES TLRiA SSEE �0.�FL DP.t'�� mpRTOFGt13YA� SAT °�,1 ga r lr, . ` = • .� F ? ' 1'Sr. F�'t __ .�) Ulf tl �' S EARI�P-.' Fj�.' tJIRE70RcI!IEdoY� G ' a.=_ �`-._ECUTI,'J(' Cj' fBa '_'.afGuig,�vu •yr - -� ,.m''llul W '= 0; 1&- "� .+¢ I ' 4TRANS.FER OF FtiLE BY SEC R hI� Section mvsl be campy " et the Iof s i " ODOMRTER CERTIFICATION ' Federal "'and state' law rhquire, that youl stela iha .j Ileage m punnacdon iJnh the transfer of oWngrshlp .. FailUidd Itd G " �' complete of providing a false statementmay result• m fBnes a_pd/at Imp�i§onmeat -' ' I P° ThI "' fi{tee s { I certdlesl3o- be�r�e fcan�riFan Pen�Fex 's noted -lh erUlr � �; - a + � �. ' � 4,•: e�- :e c __ �yy �:� ' :"Pl�r �, 9h'� ,. �� � :S t` 1�4 m tor'�-ye�Fl ttle�r vpsse �e�en6od-�+rY �er���t lransfd�yl Yo•ral'. Tin. - ,W bM1V2:sfate tb , h {, - K ❑ 5'I�br ��77 s W dl'tt odome7et now reads- x t��rthsi-I • $ �'�a���$"�Ird r ' "� ' - aaw mlles�'dale read - "' -and to thebestof;my'knowled e-� 'CAUTION 1.-. I hareb � 11 ' ' g .. ,. .� t? ;eerdly ihatzlo 'ihe,bhst of my, �CnoWlpdge, the ndometar readm9 _leflacts the that he =� n°retleets actual mileage of ahe vehlcler dasenbd'd harem, unless DO NOT CHECK;' amount ;of mdedge 'in- exe�ss> ob Its:mechadlcal..hmus: on�ufaheko?i mstgm-'ite ent-�hbcks-ir cke X:,IF LAL• :>d LS'F �, r�,.t, r' t°•Mt4 .,, Q- F IaSe�Yettifyzhaf the 1?:d�ol6n,ter actin Isr�I ;tfi'ea7aotuari-'Ilea e AIILEA '. % �p. NIN: FS D�.�� R Dlp�}{�Ef� Y'AYd� l I M'- pl ' .Ga¢0.� r.f' .., I;qF� „"'" �I1A � I¢IfiS. " ,. -., := x '. .q :.L 14''yy;7 'C 'I1..7•:"I I. JI .IG° p'aF,fy �.I�GI9a"I 11 OERk NAE`TJEM ©F,I I� WARE,C,PA[AJOK AEI; HE GOIN9 I�e✓7$� �—� p "- � -R3�lPY; YEF+g _ OL I�EI�i'�I��IB ��1AT.TC� ^" ATE+ � u�tlT��� ��„ 11E ; — 7 3- ,€;fie Iri` <.r.,t;.�- rl s 1 4i,-"srif9 .. ; - - a €� 4%I'`"•1- a ,G. __ M1 -=� ,...2''' I� Ill�rr IVUI4 ..`ul. .. printed <P �' M+r�unlu"acy',atkl - 1z t 1 geese pc+hd' g.. r �1 rF m Tt mn F .��rqp'6F ♦f ° ° T� r - z 3 Sellers rt PnN di Ft a P I�e.GAjldu Nu"•r^.I'I JJq.°,,+• €e �_€ Co Selle� -License Number,: Tax, Nu,. iName' License I THE 48" WIDE A popular, mid -sized fiberglass step with full 29" platform. Twin railings recommended. THE 448" WIDE Part # Riser Overall Landind Width Standard Deluxe Standard. Deluxe Weight Weight Depth Rail No. Rail No Back Rail Sack Rail. 018162948 8" 16" 29" 48" 02129 029129 0248 02948 017212948 7" 21" 29" 48" 02229 029229 0248 02948 018242948 8" 24." 29" 48" 02229 029229 0248 02948 017282948 7" 28" 29" 48" 02329 029329. 0248 02948 018322948 8" 32" 29" 48" 02329 029329 0248 02948 017352948 7" 35" 29" 48" 02429 029429 0248 02948 018402M 8" 40" 29" 48" 02429 029429 . 0248 02948 THE 72" FIDE Elegant approach with full 72" wide step and 29" deep platform for use with sliding glass and french doors. Twin railings recommended. THE 72" WIDE Part Riser Overall Landing Width Standard Deluxe Weight Weight Depth Rail No Rail No. 017142972 7" 14" 29" 72" 02129 029129 018162972 8" 16" 29" 72" 02129 029129 017212972 7" 21" 29" 72" 02229 029229 1 4'i 0�2972 8" 24" 29" 72" 02229 �929229. L 7282972 7" 28" 29" 72" ci ` 02 f F0 329 018322972 8" 32" 29" " 72 ; ,_ 7 : !V023 9 F3 r 029329 017352972 7" 35 29 ;. 72 . ,: 02429 029429 018402972 8" 40" 29" 72" 02429 029429 ., ., yvovwsswax:;chi•ry„'.,��jy.,•n.:,.,lvei.::,1.xa,�+.m:;;:sel.:tia;;wtls'��.s-xw r3e;-ua�rr:;,ra,....t.J�7;•r-„r�i,;..�,J„day.�.thw.,'a}1�fCs5.s,.+w�+d?.1nP..,,naf�.�'{ati2i'..sa�.�F,fYSu�:!%a'�:�A:%::k�a-"�fii'.+ai..yar:�t�k�}.•...+.yai .. f WdW AwdaMitx Pac" W4 Spbentao Svhjert to Chang %&W Now . .....-• _ r. r v SP(LEcRFsr. ECONOMY STEPS As space conscious as it is cost conscious 32" Wide With a 14" landing ECONOMY STEPS Part # Riser Overall landing Width- Stadard Height Height Depth Rail No. 018161432 8" 16" 14" 32" 02114M 018241432 8" 24" 14" 32" 02214M 018321432 8" 32" 14" 32" 02314M Not available in all locat16ns THE. acB-9-1 SERIES • 12" D x 36" W Treads and 18" D x 36" W Platform • 8" Closed Cell Risers • Optional Aluminum Rails • Open Back Part # Height Rail Model 018161836 16" 02118 018241836rr's Q 2"1$ .1017281836 u28" 0�31y8)S `.4 <c 018321836 32 02318 ... .. .. ., .. tsY,�P.E:M�!i'�Sk4oe'Jt0.'t'if(dttt�3cCx'��i"�YM31tP-sklfi57�tCf'�:G':'�t4`•ISkd�k°J,2��4�i�i�owait.?�k�',1if�ii+�kdh:6&r1ti34amSF�9�3�:tic��a.�kldi�S"k5>4:JSG%�H.dYd&y�e'�zR'W�1 _..... FSodtrcl hvaDa47Ax Prces are! 3ped9a6om m Ctatgenalt"d ttctita' THE SIDE APPROACH Use this full Code approved in 38" x 38" or most areas the 38" x 48 landing with w, ; 38" x 38" Pictured reversible railing with Deluxe Rails r Note: Side & Back N Rails must be when you prefer a Ordered Separately parallel approach. r Model# Riser Overall landing Width Standard Deluxe. Standard. Deluxe Height Height Depth Side Rail Side Rail Back Rail Back Rail 017143938 7" 14" 38" 38" 02138 029138 0238 62938 018163838 8" 16" 38" 38" 02138 029138 0238, 02938 017213838 7" 21" 38". 3W 02238 029238 0238 02938 018243838 8" 24" 38" 38" 02238 029238 0238 02938 017283838 7" 28" 38" 38" 02338 029338 0238 02938 018323838 8" 32" 38" 38" 02338 029338 0238 .02938 017363838 7" 35" 38" 38" 02538 0294387 0238 02938 018403838 8" 40" 38" 38" 02438 029438 0238 02938. 018483838 8" 48" 38" 38" N/A 029538 N/A. 02936 018163848 8" 16" 38" 48" 02138 029138 0248 02948 018243848 8" 24" 38" 48" 02238 029238 0248 02948 011293848 7" 28" 38" 48" 02338 029338 0248 02948 018323848 8" 32" 38" 48" 02338 029338 0248 02948 017353848. 7" 35" 38" 48" 02538 0294387 0248 02948 018403848 8" 40" 38" 48" 02438 029438 0248 02948 ..-� .:..r,.::::k A-3:.4.YL'e+d+si4R�FVN?�.u' x�,'u€--.x%:a:M;ecwxa. :-';;•,r..ik'•' d.'dLc ivcsm;#K51±.=:a342A,.A PnAll tvadabft.N. and Spm,MtwM SAel2 to Charge yMWNaftV ' ieB.eP�YarBr �eifi� d�ae�roM rrbl4 oiato.i %+�'Rt114n�r+irw0r, '- !� �I STYL ECREST DllRA GRIP II'" STEPS High Performance Design, Materials and Construction Most people know us as the leading manufacturer of high performance skirting. But Style Crest®' actually started in 1970 by making steps. We decided it was time to rethink the whole idea of steps and what they mean to the appearance of today's more attractive manufactured homes. So we did extensive research on design, safety, colors, surfaces and styles. The result is the next generation of steps that are safer, more at- tractive, and easier for you to sell and install. High Performance Safety Surface Our Dura-Grip 11"m fiberglass step has a textured, slip resistant stone -like surface that gives better footing in all weather conditions. The receding riser gives the step 12" of surface for the foot and gives the unit a contemporary look.. Complementary Color Our color is a combination of several different crushed aggregates. The secret combination of these elements produces a color that complements almost any siding or skirting on the market today. Faster Rail Mounts Mounting rails is a snap. Just align the rail posts with the pre -drilled holes (that have steel sleeves so no drilling is required), and tighten the bolt. Takes 5 minutes, topsl Style Crest" Standard and Deluxe Railing Systems Install Standard railings -when you need economical choice. Choose the Deluxe extruded aluminum railing for added strength and safety. All Style Crests rails meet or exceed most federal, state, and local code requirements. Contact Style Crests with code requirements for your area. Customer Sizes Available 'lam Style CrestO can manufacture steps to unique specifications. We can design & build a variety of sizes and styles. Contact your Style Cresto representative for details. The Side Approach step shown with Deluxe Ralling. Note: Side & back ralls must be ordered separately. Use #0238 Standard Back Rail or 902938 Deluxe Back Rai{. The Economaster shown with Standard Rail. The Economaster Display Unit shown with Standard Railing and handle. . .: .. ..:. ... :: ..� .... ...�. t...(M1v*Y'ti✓^.M11ti•+rtl.�Nav?`m�+.>i.'r tiC :ii:.G �,^.l . .., f�•+.v.Y+xw^9.'R� ":rnMw-.�.'EFY.... .. R-dtwl Avmi"t% Pride m+d Sped4abma &b0d to;Ori p WAM4 Mom -rF 7-1"A-A S3PH6,R6 CANNoT S OUAPOij,AA jjN 11 0 E rl.. IV OIA rl� f FRr M. (,A toij 114*Ap� qjZq0AW4N PASS 0 rr <1 T ITISA0. AI.Si! i a e R ANO 34nrNXm4 13M GUARORAIL MV TREA08 ANC) R1196FI-9 MAY VARY ---- I,-,---- I STAYAWAy ,, tztrTc7N an. $TnUC-NON ""'O"M -W CI-LU�Ma on t., KIM T(,).. J. MW-5. 1007 R;=NG Yisr IMAJ U. I t Yley's r '" I i ji r 1, C.- 0 A PAW< Coi .......... L 4 ecIf CRE.17Do THE SIDE APPROACH Use this full! 3811x38"or; -the 38" x 44a, landing with, reversible. iling when you prefer a paraltel'app roach. irdcdel# 017143838 7"!. 01816:3838 8"i. 017213838 7"1. 018243838 8"' Q 17.'28:3838 7" t)18 323838 8" 9,173-5:3838 7"; i� '.3'13403.838 8" 018162848 8" 0-1 c .2436,38 8„ 017.283848 7" 018323848 3" 0'17,153848 T' 018403848 8 Code approved in most areas 38" x 3811 Pictured with Deluxe Rails Note: side & Back Rails must be Ordered Separately r Overall Landing Width standard, O'eluxe Standard Deluxe i .lelght Depth XtleMY.M'hIKMMM'kMMtNRIIVnb4Y/M Side Rail 81d AM Back OW1 Back Mail 14•" lE3" 313" 02138 0291:38 0238 02938 fell 38" '38" 02138 029.108 0238 02938 1 " 36, 381, 029-18 029238 0238 02938 '24 " 38" 38" 02238' 029238 0238 02938 ?t3" 313" 38" 02338 029308 0238 02938 32" 38" 38" 02338 02.9338 0238 02938 0 P.5438 0294;38'7 02;38 02E),38 ;1.0" ;'38" 38" 02438 (.3294138 0238 02938 28(1 38" N/A M66538 N/A 02938 f 61' 38" 48" 02138 029138 0248 02948 08" . t 3" 0 2) 238 0,202318 02,18 02948 1.8" 02338 029;338 0248 09948 02308 (32933£3 0248 02948 i:•i" ;31:i" 113" 02508 02c)*,t 387 0248 0294B 4o" ;31 " '1f3" 021KIS 0294:38 02,18 029.:18 I ..•�... ... :mf. Plnaaf."lf••� .!`.rf+C':bl:�atl :q �. :�t4ia 1. it+.r1 }fuh�-0:.-._. .. .. k: .� ..... 10' LU— 1t'J UO , U:J rlfl Jtl_ I —VJ -L J r YJ YJ J. / v.11 J. L -z cJ STYLE -CREST Fiberglass Stop Anchoring Guidelines Concrete Installatibn LJ,t of Components (PUt-ChASed Lncally) i rx y 2Grh ]/�I" s.�Ox:? ;a(4" LioftB 4 2ea% 1 u i%4„ d ex-tt 1/-Mles L Ca=c 2 oail 1V Wx1js Ar4W Concrete Installatlofi Guidelines 4 1) Drill t/4" hole through step and bracket at desired position through lower wooden frame member. 2) install L-brackets using'/" x 20 x 2'/4" Bolts, washers, 4nd nuts. 3) Mark location u� hole in I. -bracket on the concrete. 4) Move the step away from the house. Drill holes in concret> at the desired locations. Tap in I/?' concrete amhors. 5) Replace step so !that. the tops of the concrete anchors protrude thraugh the Y.,-brackets. Secure with theIfiuts and washers. Grow-'adlrrstafl atron. 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 '/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 member though eye df the anchor and washer. WARN- G: Failure to anchor the step properly can result in injury. place the step against the house. Make sure the surface on which the step rests is level. Style Crest, Inc. Drawer A Fremont, Ohio 43420 i Longi-tudina-1 Stabilization for Florida I Whan usind longitudinal stabilization ;;very 5'-A" must be used on the ha Typical Placement When the-A-Syst more than 16' fro triple sections is Coml • Sidewall anch • Roof slope of • Single and do • Triple section • Diagram repr( up to.48' widl • NOTE: Older I per Florida re ter anch:ors with diagonal ties and stabilizer plates rtical ties are al:so quired on homes supplied with vertical tie Con- n points (per Florida r ulations). ingle Se tion Double Section Triple Secfion toY 16' (Vo ,al Up to 32' No al or Double w/tag up to- 48' Nominal i is used only as iiization, systems must be as evenly spaced as possible, no the. end of the home. Maximum roof slope for single units & double section is 5/12, for ,/12, for the.above number of systems. ning Longitudinal and Lateral Stabilization for Florida )rs with vertical ties every 5' 4" per Florida requirements 20 degrees or less. (See chart for 5/12 roof installations). able section homes require the same number of systems comes and double .section homes with tag units require two additional longitudinal systems tents single section up:to 1.6' width, double section up to 32' width, and triple section homes omes without vertical tie attachments, require diagonal frame ties/anchprs/plates every 5'-4" iulations Xi Block System Assembly Nut & Waghe'r Beam Clamp Bracket J-Bolt 1-1/2" Tube i 4 1141" 314" _..; x' Self Tapping Screws (2 side) IL per 1 Side View Longitudinal and Lateral -Stabilization for Florida Xi Lateral . Xi Longitudinal Xi Longitudinal System L7 Stabilizer Plate & Diagonal olil system Only System with Lateral Strut Combo Frame Tie Y Y Homes U.n To 52' MR 0 Single Up to 16' Width 2 Combo Systems 2 Lateral only 0 U A FIN E rayQ M� M Double Section Up to 32' Width 4 Combo Systems Homes �M �M IN L Triple Section or "Tag" Up to 48' Width 4 Combo Systems 2 Additional Longitudinal Xi Piers V, up to 80' . Al Single �oulle Se.c " n Triple. Section or "Tag" Up to 16' Width Width Up to 48' Width 2 Combo Systems 4 Combo Systems/2 Lateral Only 6 Combo Syste s/2 Lateral Only 4 Lateral Only Note: 5/12 roof pitch home requires 2 additional systems. to 1 ms p gy .u;p 1 I K 8 17 1� i Xi Pier System Effective: august, Zoo? installation Instructions En neerin FLORIDA OMLY ey Tie ©own g a Imo~ 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' L steral Strut #59318 Xi, 6' Laateral Strut Block Pier Systems P/N's #59319 Xi, Lateral w/5' Strut #59320 Xi, Late�al w/6' Strut REQUIREMENTS • Installation can be made in any type of soil, 4B or better • Florida requites 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 wh,,ere loads exceed 3150 pounds. Florida requires that 5' anchors be used at these locations. • Center line of 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" • Maid rail spacing must be 99.5" or less • Maximum pier height of the Xi -system is 48" . • Instructions are not for use on "Exposure D" 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. TIE DOWN ENGINEERING • 5901. Wheaton rive- • Atlanta GA,,. 30YIE Installation of Longitudinal System (Figure 1) 1. ldentify'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. 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) B. Turn hex nut on pier height adjuster until Xi -System pier is rigid between pad and I-beam.. 9. Install Gator Beam clamps to 1-beam on each side of the Xi -System pier. Do not tighten nuts at this time. (Figure 2) 1o. 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. 1`. 2. 3. 4. Installation of Lateral System (Figure 3) 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. Attach the end of the smaller tube to the Inside of the pan using u-bolts and nuts provided. 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) Install a minimum of four(1 /4"x3/4') self -tapping screws into the holes provided in the lateral strut so that the two tubes are connected together. (Flgure 1) (Figure 1) �\ Longitudinal Struts B It Pler Base Founda`,4tlon Base Pad t j J-Bolt i (Figure 4) j (Flgure 2) ' Frame If � Melght Bracket Adjuster 0-3" g Pier Baseo. Extension Poet Beam Clamp Bracket 1-3144" Tube Lateral Struts 1-112" Tube Tek 6crews` (2 per side) (Flgure 3) All Components Hot Galvanized Coated L- ' `--J De�artment of Highway Sahty and Motor'Vehictes. Divisi on of.Motor'Vahlcles. Bureau of Mobile Rome and.Rec'res'donal Vehiclie Construction FLORIDAYS. .11., I -APPROVED. PRODU CT'S LIST FOR THE INSTALLAITION OF ILE/NI (Revised 03/08) 4 INTRODUCTION Florida statutes *uire that mobiles/manufactured hot -nos are installed safely and will meet wind loads as determided by Section 3280.306 of Code of Federal Regulations (CFR), fart 3290, Manufactured H(lusing Construction and Safety Standards established by the US, Department of T•lousing and Urban Development. Section 320.8251 'Manufacture of n certi tication' Rorr for use in, the insi of Highway Safe Construction is a honie component This document is and systems that 1 I f you have any References: Section 320,8249 Section 320`.8251 Florida Statutes requires that: "'Each -person or entity thateng4ges in the obile home installation components, products, eir systems must obtain a the department which irffirms that•such component, product; or system is approved illation of mobilehomes in this state." The. `fdepartmeine re-tbrs to the.Department i and Motor Vehicles. The Bureau o'E1V Mobile. Home and Recreational Vehicle snit of this department and is the unit responsible f`br• cord fying'motile/manulfactured products and systems for use in f« lorida. official list of mobile;/tnanufactured hoitte histallation components, products e been certiFted for use in Florida. F.S.. F.S.. Section 320,33254'F.S.. Rule Chapter 15 ris, you may contact the at (407) 445»7407. Wayne Jordan Program Manager I1'r6vides for the licensing rind-rwg"uliition ofrhobilo/rrranuektueed home installers. Provides for the certitictition of a-lo'bile/maMif ictured hr me' installation components, products and systems. 1.1rovidc:s for the department to atlopf,rides setting forth untrornm standards for they installation u:f ni'ohile/mirnictnctured' homes. 1, F"A.C.. Provides the unitlev rr home itt5tallcrtiocy Sttritclurils h-or Florida. Revised 03/08 It f APPROVED PRODUCTS INS ALLATJON OF MANUFACTURED I:fO.MES MOBILE SAFETY .PRODUCTS continued... Dba Oliver Technologies, Ills. P.O. Box 58/467 Holienwald, Tennessee 38462 1055-18L ! I Longitudinal Stabilizing System 11011L All Steel Foundation System 110.1 All Steel Foundation System . 1.10.1 V, All Steel Foundation System 1101 CVW Wet .Bracket II0lCVD Dry Set 13rack�et 1101-W-CPCA` Wet Set .Bracket 1 t 01-D-CPCA Dry Set Bracket I101-W-TA4ZA Wet Set Bracket' 1101-D-TACA � 'Dry Set Bracket 1055-14 Plastic foundation Paid: 1055-10 .Plastic Foundaiion..Pad 1055-5 �. Plastic Poundation .lead .1055-23 I Plastic Fo ' nda£ion Pad 10554 Plastic foundation pad SPA 264-1 Plastic Foundation :Pad 4148.4 .Plastic .Foundation Aid I()55-16 i Plastic Foundittion P'ad-. VJ3-� Plastic Ca'ouncl'4 lead 1055-17 I 111 as is 1055-13 ! Plastic Foarrdat-o" PEW 1055-22 Plastic Foundation Pad 1055-20 Plastic Foundation Egad Revised 03/08 1 10 20" galvanized steel pad beam clip for longitudinal bracing system w/square tubing in a cross "XI, pai,tern Longitudinal .Stabilizing System Longitudinal and Lateral Stabilizing System Longitudinal Stabilizing & Lateral Bracing System Concrete :lull System Concrete Frill System Concrete Longitudinal System C a terete Longitudinal System Concrete Transverse System Concrete Transverse System 16" x 16" 1.6" X1.6" 16" -X Lit" 16" X t & iw, (roun, ded)(2 sq. tt.) (8 �z"x 1$%x"x 15/16" 18 %x" X 18 'W' x'/4" 13 %" x 26 !/4" X'!" 17"x22"x t /811 17 '/2" x 22 24"x241". 21. i 3" x .29.13" (rounded) 2 3 '/f" x .3 1 '/4" f ' APPROVED PRODUCTS F OR THE MiA,.LLATION OF MANUFACTURED HOMES I MOBILE 1. OML:; SAFETY 1'RODucrs continued... Dba Oliver Technologies, I is. P.0, Box 58/467 Hohenwald, Tennessee 38462 MA GI :UM -PIER 3G()ADS IN PO 71 ,SED .ON S()IG VALUi :S errati Ott ; Pad Area (s « t't. fl;000 Mb. sail i„50q Ib- 2,U1)0. °llb. 2,�001>h. 3,000 Ib. RemarksCon.fi suit seal auil il Max. I 16" x 16" 1.77 1.78 1,770 1,780 2,650 2,6G0 3,450 3,560 4,420 4,430 51310 5,310 16"'x 18" 16" k 18 %x" (rounded) I 2.0 2.0 2,000 3,000 4,000 s,000 5,340 6.000 5,320 6,006 18'/z"x 18 Yz"x 15it6" 2.360 2,000 2,360 3,000 3,550 4000 00 4;73`0 S,oUO 5,910 6,000 7,090 6,000 18'/z" X 18 Ya".x �/4" 13 /," x 26'/," i 2.375 2,375. 3563 4,150 5,59'g• . 5,598 7,090 5,600 177� x 22?� 2.4 Z.S 2.375. 2,50C1 3,563 3y750 4;750 • 51000 5,938 6;250 6,400 7,500 6,400 7,500 �- - --., { 7'/2" x 22'/z" rounde 2.75 3.0 3.0 2,750 3,000 3,000 4,.125 4,500 4,500 5,500 6,000 6,000, 6,875 7,500 1,500 - ' 8,250. .9,000 . 9,000 •8,250 9,000 9,000 '1.7 IW'l x 25 '/z" ` 24" x 24" 4.0 4,000 6,,000 8;00d . 8,'000 8,0p0 A,o00 21.13" x 29.13:" (rounded 4.0 4,000 6,000 8OU0 B4OOd 8,000 8,000 23. %" x.31 " J.4.698 4 698 7,042' . 8 (�QQ 8,000: 8 000 8,000 PAl'`1FIG�1�iA'[''1C�.1V5 . Pa I Description `goter 04 Area: I10001h. 2,000 lb. 3,0001b. P ._-ramid 1 C6nfiuratlon q( 4 ft. .�_ soil soil soil (2) 13 14" x 26'/a" a. a base and (1) 20" x 2V on top 4.8. 4,800 N/A Thr e (3) 17" x 22" 5.0 •5,000. .9,600 10,000 N/A "Chree 3 17 '/z" 25 '/z" 6.0 G;UO(? l 2 U00 N/A, ,vtv"XiL, IDENTIFICATION ari CI31 Plastic Cal) Board t" x 8" x 16" -- - CYF I CB2 ;. Plastic Can t3.o r. 2'° X 8. m r 6>' • . "I"hc cap boards wofie test on CNIEJ Dior (C.90) with. elfher a �fnglc or d.buble.staeked c p b6hrets. Revised 03/08 i 1 I I APPROVED PRODUCTS FOR THE. IN TALLATION OF NIANUFACTURED'HOMES 'N.E 1j0WN ENGINEERING 5901 Whoaton Drive Atlanta, Georgia 30336 MODE ID ION 1900 DESMIPPON I W"r �ing Lof,a Gallvanized Auger Anchor 481I.rod,- double head 44. with a single 6" disc 3 so 4,725 M I 21-1-3/V x 48" rod; doublo'head with 44 a single 6" disc 31.150 4,725 Cia anized Auger Anchor N4607 Gal�;atiized 1 Auger 1 Anchor 4 x 6011 rodi double head. with 4b. asingle T' disc 4,000 6,000 N4 I T2 GalvIrlized Patio Slab Anchor 10" thtoade -d rod w/tIlut Concrete washer and nut, doubte bo* It 3 I50 4,725 head* N41.12, Qilva6lzed Patio Slab Anchor- 5/8"x10"rod concrete aftch . or Concvitd with a daub bolt head 3,150 4,725 M -1 CS2 Cal, Anchor anized Patio Bolt YZI9 x 311steel .oxponaloo bolt Concretes . W"Redhead Sleeve Ahc'ho'el 3,150 4',725 double head N/f I AR2 Galvianized Ffeiidll Double Device (only) Double hoad ton siort- deviae N/A w/bolt bole in the botttim of the 3, 15o. 4,725 yoke m US2 Galv F-Tead- zed Double Tiivel Adapter w Double head tension: device N/A with swivel adapter 3,150 4,725 .59285 Stabi I iKer plate -- steel Galvanized steel 17 Y*" (width) 46 x 7" (side) x 1.31/elx 8 gauge 4,000 6,000 de roe top bet id) 59293 59291 Suit-) L lEter Plate/ - 8" x 24" x 1.3 ilt t . iv 15 ' I I ! APPROVED PRODUCTS FOR THE IIN,STALLATTON OF NFA.lV'UFACTUFiED E �oNjES ' TIE DOWN ENGINEERING oconitinued... i 5901 'Wheaton Drive Atlanta, Georgia 30336 INIODEL #. ID "---D nSCRICPTION. Soil Working �Ultinu , ss Goad Load T' own strapping ASTM Standard Spec. D3953-91 1 %" x .035" galvanized steel N/A 150 4,72S strapping Gw 120 ` MG B oof t3rac et N/A a vanized Roof Bracket TD 'lotted Bolt 2'/a"x, N/A 3,150 4,725 TDF Ch%-raping Seai 1.410" x 2:250" N/A 3,150 4,725 25 590'10 longitudinal Metal pads, bracket with ' N/A 7;000 10,00() Stabilization Device hardware metat struts 08 D .59002- S,wivel Strap 2.60" x 4.875" xA0. gaii90 N/A 3,150 4,725 ',Connector w/l W x..035" 59003 i BeamiConnector i'or a 2.5" x 6.300" x 10 ga?ugo. bourn N/A 3,150 4,725 3" i-beam connector used with 59"002 59004 f Beam10)nnector For a 2.5" X' 7.300'y x tip' gaugp beam NA 3,150 4,725 4" I-bearn connector used with 59602 59005 Adj. [ eam Connector 2.5" x 9,850" x 10 Saugo used N/A,, N/A Nlfi For u ` to a 3" double. with 59002 attic grade 5 bott and I-beam nut 59009 f ond'Ittudinal Beam 1 '/a" x C VVI x %" used as pair NIA N/A N/A +-otinector with 59002' 59011 Loniituclinal 13catn �i"'x tic'/+" x 7 .t�t�uge t:rame N/A i`t/�, N/A Clamp clamp with e;iglit (`8 gene e 5 bolts and nuts Revised 03108 i 16 59006 59008 59273. 59277 59024 59026. 59314 59315 59361 59362 i P D PRODUCTS i FOR THE (INS A L iL.rtTION OF MAkNITFEiCTURE.D HOMES ! 'T lE DOWN ENGINEER.' iCNG continued... 5901 Whedton Drive Atlanta, Georgia 30336 #. .. Tll MN'"1 ateral (Vector) Kit w/pads for concrete )plications — single stacked block piers (Vector) .Kit w/pads for concrete tions -- double stacked block piers Double block foundations pad for concrete. Dingle block foundation pad fbi -c oncreter La Iteral (Vector) .Hardware Kit (use W/59271) Ltngitudinal LzSD Hardware Fait (w/59271) ►i Vector X1 System 1 Concrete anti Concrete Mock System Outriggers Outriggers Revised 03103 ! 17 17.25" .c 1 i ", 12 gauge galvanized pad, part # 59277 w/mottriting brackets, hardware&* Paris 59276 and.59282 17.25" x t 8.60, 12 gauge galvanized pad, part # 59273 w/mounting brackets, hardware & parts: 59276 anti 59282 Use with Vector System Use with Vector System U-belts, "U" shaped -connectors & inside brackets 621)'x 6 ✓a"".x 7 gauge beam clips, "U" shaped•platei connector, bolts and nuts forr connections inal Stabilizing System Lateral Stabilizing System Longitudinal/Lateral Stabilizing System 241, Outrigger/Diagonal Strut 24" Outrigger/Diagonal Strut