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18-20260
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20 0 BUILDING PERMIT PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 20260 Address: 3433 PERIDOT LN LOT 220 Permit Type: PARK MODEL ZEPHYRHILLS, FL. Class of Work: PARK MODEL SET-UP Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE RV RESORT Est. Value: Parcel Number: 24-26-21-0060-00000-2200 Improv. Cost: 4,150.00 OWNER INFORMATION Date Issued: 10/09/2018 Name: CISNEROS, JEANNE M Total Fees: 200.00 Address: 3433 PERIDOT LANE Amount Paid: 200.00 ZEPHYRHILLS, FL 3354077425 Date Paid: 10/09/2018 Phone: 608-352-5739 Work Desc: INSTALLATION REPLACEMENT PARK MODEL 13 X 37'6 CONTRACTORS APPLICATION FEES WINTER HAVEN RV PARK MODEL SETUP 65.00 CHARLES M WATTS AIR CONDITIONING PARK MODEL ELECTRIC 45.00 WINTER HAVEN RV PARK MODEL PLUMBING 45.00 CHARLES M WATTS AIR CONDITIONING PARK MODEL MECHANICAL 45.00 U w PARK MODEL MECHANICAL Ins ections Required PARK MODEL PLUMBING PARK MODEL SET-UP PARK MODEL ELECTRIC REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. -) &__ C RAC OR SIGNATURE PERMIT OFFIgOR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780.0020 City of Zephyrhills Permit Application Fax-813-780-0021 _ Building Department Date Received i d— _ f\`�,C�/j` J �`T►) Phone Contaact for PermiWng ,,^^r( �'] Owner's Name eannc, l sn etr / Owner Phone Number V o 3 J Owner's Address EN 33 ►'��r 1cJcO7 t OA P= Owner Phone Number Fee Simple Titleholder Name A Owner Phone Number Fee Simple Titleholder Address C/I 1 U JOB ADDRESS I LOT# SUBDMSION PARCEL ID# �_( 'oyL'a 10 ' 0 060�- , I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTRPS ADDIALT �.J SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL I = DESCRIPTION OF WORK I ff�,w y sx ,LD rl f i(©du BUILDING SIZE 3x, lf/ SQ FOOTAGE HEIGHT BUILDING Is f r VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. PLUMBING $ I riC MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �J N o (p =GAS Q ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONEAREA =YES NO �J S . . . . . . . . . . BUILDER COMPANY J( " � sJ SIGNATURE ^ REGISTERED Y N FEE CURREn I Y/N Address / License# III if lol to ELECTRICIAN / COMPANY QXWS r^Mdoe SIGNATURE REGISTERED YIN I FEECURREn N ;y Address �LnLicense; PLUMBER �j�, COMPANY l Lo u — SIGNATURE REGISTERED Y/ N FEE CURREN Y,^//N Address laqI License# <J MECHANICAL COMPANY /(air �Wfi 1m rV SIGNATURE REGISTERED Y)N FEE CURkEn Y/N Address GIr License# C1W )i OTHER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN L11N Address License# I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsilarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Persil for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Dlrectlons:• Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public madways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors'to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they WIN be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. if the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided With a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which Is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill Will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required'. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. '17.03) ^ OWNER OR AGr"CIAW CONTRACTOR. /V�✓1(vim( _Subscribed and swo (or affi ) e06 me this r1 Subscribed and sworn to or affirmedth' by OS by per i Yr wwh is/are sonally known to me or ha ave produced Who 1s/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public C �{ Commission No. Name of Notary typed,printed or stamped TERESA K.YENOR =r4' MY COMMISSION#FF 951776 EXPIRES:January 29,2020 Bonded Thru Notary Public Underwriters 6 -�a,oeatee City of Zephyrhills BUILDING PLAN REVIEW COMMENTS 1 a Contractor/Homeowner: Date Received: Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments:r Denied w/the below comments: ❑ This comment sheets all be kept with the permit and/or plans. Kalvin Swit d'—Plans Examiner Date d 6-5'trarct�6r an rYtmmments meo ner (Required w n are present) . S/H 2018172331 Rcpt:1996570 Rec: 0.00 Afterrecording,return to. DS: IT: 0.00 JAMA PETERSON le/og/2018 E. M_ opty Clerk PO BOX 108 FERNDALE.FL 34729 Permit No.: Notice of Commencement Tax Folio No.: State of Florida I County of Lake The undersigned hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida StalAfts,the following Information is provided in this Notice of Commencement. 1.Description of the Property:ftel descrWwofffie propedyandstreet addrew ff ava&Vq) Legatoescription: 24-26-21-0060-0000-2200 EMERALD POINTE RV RESORT Street Address: 3422 PERIDOT LANE ZEPHRYHILLS,FL 33MO 2.General Description of Improvement INSRALL 13 X 37 PARK MODEL REPLACIVIENT 3.Ownees Inibrinallon or Lessee Information if the lessee contractec!for the Improvement Name- JEANNE CISNEROS Address: 3422 PERIDOT LANE ZEPHRYHILLS,FL 33540 Interest InProperty: 100 Name&Address of fee simple Ittleholder ffdfibmd than owrwo. 4.Contractor Information Name: MARK KORNOVICH Phone No.: 863-4139-7576 Address: 24691 HWY 27 UR—E WALES,FL 33859 5.Surety(N eppkaW a copy of do paymerd bond nwd be atbdwd): Name. NA Phone No.: Address: Amount of Bond: $ 6.Lender Information: Name: NA Phone No.: Address. 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name: NA Phone No.: Address 8.In addition to himself or herself,Owner designates Of to receive a copy of the following Uenoes Notice as provided in Section 713.13(1)(b),Florida Statutes: Phone No.: 9.Expiration date of notice of commencement(ft e*MWn date wffbe I yearfim the dada ofmcardWg urdan a dhTerwA date is spocOW. WARNING To OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART k SECTION 713.13.FLORIDA sTAWM,AND CAN RESULT 01 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A H0710E OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST DISPECT110N. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. PAULA s.OINEIL, -D-PA Co CLERK & soMPTROLL 1%. owwal)) 10/0,9/2018 11:23am I Of I- Sirtaftsed OwworLenw,dlr�sirt 's AuModmd 0r5vorADftocftvPbMvdAwVW OR BIK 98(BO PG 6634 OWNER sbww" The foregoing instrument was acknowledged before me this 1 day of OCTOBER 2D 18 by!EANNE CISNEROS as for who TypeofmAc*ga cft-.&u9(w aftnwhW Is personally known or produced. as 4"of Id.entillyation. RESAKYE34014 MY COMMISSION 01-T961776 .4 of — EXPIRES:Januajy 29,2020 Bonded Tbtu NotatY PublicUnds Nodwo(Cwmiatoonvid—OF29ppdated&19-16) ont,Eustis,Fnddand Park HWAroy in the Hills.Gr*"tend,Lady Lake, Lake County,Leesburg,Mascotte,Mineola,MontVQr(I%Mount Dora,Tavares,Umatilla 13 DII ISTATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE.QOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE S MY HAN D I L SEAL THIS DAY OF .01 CLE OMPT LL R DEPUTY CLERK .1887 BY # a 111111111f0 f141111f1f 1111 Prepared by and return to: 2016002292 Jeanne M.Burger For Meridian Title Company,Inc. Rcpt:1738920/R- : 18.50 1 37837 Meridian Avenue Suite 100 DS: 385.000.00 Clerk erk Dade City,FL 33525 01/06/2016 . , Dpty _ 352-567-1241 PAULA S.o'NEIL,Ph.D. I CLERK & COMPTROLLER w File Number: 15-12-14JB 01/06/2016 04• 1pm 1 of 2 SALES PRICE:$55,000.00 OR BK $ PG 491 U - - p p [Space Above This Line For Recording Data] Warranty Deed wThis Warranty Deed made this 5th day of January,2016 between Larry A.Hughes and Virginia Hughes,husband and wife whose post office address is 3416 Pyrite Drive,Zephyrhills,FL 33540, Grantor, H F single --and Jeanne M. Cisneros, a married woman whose post office address is 3433 Peridot Lane, Zephyrhills, FL 33540, Grantee: A pVj N (Whenever used herein the teens "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives,and assigns of cP�4 PPPWGG4 individuals,and the successors and assigns of corporations,trusts and trustees) U Witnesseth, that said grantor, for and in consideration of the start of TEN AND NO/100 DOLLARS ($10.00)and other 3 ora good_ and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, H situate,lying and being in Pasco County,Florida to-wit Lot 220, The Emerald Pointe RV Resort Phase Four, according to the map or plat thereof as recorded in Plat Book 38,Page ll8 through 121,inclusive,Public Records of Pasco County,Florida. Parcel Identification Number:24-26-21-0060-00000-2200 Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2015,zoning and/or restrictions imposed by governmental authority, and easements, restrictions and reservations of record, if any,however this reference shall not serve to reimpose same. Rept:1751785 Rae: 18.50 DS: 0.00 IT: 0.00 03/02/2026 E. 11— Dpty Clerk PAULA S.0•NE1L,Ph.D.PRSC0 CLERK a COMPTROLLER 03/02/2016 08:40am 1 of 2 OR 8K 9331 PG 320 DoubleTimm 1 OR BK 9308 2 492 N� W In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. N � tG'f W Sigped,sealed and delivered in our presence: N l N GNO-t u A Witness: U Larry A.Hu s Printed Witness Name C ou)(f Witn s: Virginia Huaies Printed Witness Name Jawfle IU Rn or S • State of Florida County of Pasco The foregoing instrument was acknowledged before me this day of January,2016 by Larry A. Hughes and Virginia Hughes,husband and wife,who are personally known or[X]have produced a driver's license as identification. [Notary Seal] No u is Printed Name: J®anne AA,Bur$w My Commission Expires: November 9,2019 aURM MY COMMISSION f FF 90M W al EXPIRES Hwembst9.2019 i W&dTbMwtuyPdklNdaw3na Warramy Deed-Page 2 DoubleTUnee 3/22/2018 24-26-21-0060-00000-2200{Pasco County Property Appraiser Data Current as Of: Weekly Archive-Saturday,March 17,2018 Parcel ID 24-26-21-0060-00000-2200 (Card: 001 of 001) Classification 00-Vacant Residential Mailing Address Property Value CISNEROS JEANNE M Ag Land $0 3433 PERIDOT LN Land $35,253 ZEPHYRHILLS FL 33540-7425 Building $0 Physical Address Extra Features $2,656 3433 PERIDOT LANE ZEPHYRHILLS,FL 33540 Just Value $37,909 Legal Descri ter!(First4 Lines) Assessed(Save Our Homes) $37,909 See Plat for this Subdivision Homestead 196.031 -$25,000 EMERALD POINTE RV RESORT Non-School Additional Homestead Exemption -$0 PHASE FOUR PB 38 PGS 118-121 Taxable Value $12,909 LOT 220 Warning:A significant taxable value increase may occur when sold. Jurisdiction Click here for details and info.r City of Zephyrhills egarding the posting of exemptions. Land Detail(Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value 1 0200 MBL HM SUB 0OC2 2,500.00 SF $14.05 1.00 $35,125 2 0200 MBL HM SUB OOC2 298.00 SF $0.43 1.00 $128 Additional Land Information Acres 0.06 Tax Area 30ZH FEMA Code -- Residential Code EMPTCPI Building Information -Use 00-Unimproved(Card:001 of 001) Unimproved Parcel 00-Unimproved Extra Features(Card:001 of 001) Line Description Year Units Value 1 DWC 2001 1,250 $1,836 2 UDU-M 2001 1 $820 Sales History-See All 9 sales Previous Owner: HUGHES LARRY A&VIRGINIA Month/Year Book/Page Type DOR Code Condition Amount 01/2016 9331/0320 Warranty Deed 11 Vacant $0 01/2016 9308/0491 Warranty Deed 01 Vacant $55,000 03/2014 9011/2834 Warranty Deed 01 Vacant $40,000 httpJ/search.pascopa.com/parcel.aspx?parcel=2126240060000002200 1/1 Plan 'Review Modular Home Set-ups and Aluminum.Packages. 1:)All property markers shall be :exposed and clearly.marked at time of first . inspection. . .2) All setbacks shall be met._ 3)..All garages shall comply withsection 309.2 (Fire separation). 4)_Access shall be made available at time of inspection, 5) Manufacture.specification manual,approved plans and permit:shall be available at. :time.of inspection. 6) No electric, plumbing, mechanicat or framing is to be covered without inspection arid approval.first. 7 R.O.W. Use permit.required.for driveways on publicatreets, -4At.least 10' separation between other units in.unplatted locations.. . .9) All work shall comply with the F:B,C, 6 ' edition and the'2014 N.E.C: 10) Clean=outs shall,be installed.per. code: R.O.W. - Right Of Way F:B.C:. - Florida Building Code N.E.C. National.Electric Code Ali' M4&-s elk. �w o 7 , II- 803 Nilsen Street, Haines City,FL 33844 Tel 863-422-2295 City of Zephyrhills Building Department 5335 81' Street, Zephyrhills FL 33542 August 8th 2018 To whom it may concern, AUTHORITY TO ACT AS AGENT FOR CHARLES M WATTS AIR CONDITIONING This is to certify that Mark Kornovich of Winter Haven RV and Jama Peterson of Peterson Construction are authorized to act as agents for Charles M Watts Air Conditioning, Inc. They are authorized to register Watts with the City of Zephyrhills and pull Mechanical and/or Electrical permits for mobile home set ups. +i�+d'�� CASSIETOLER Notary Public.-State of.kadda _���`} CnmmissihnA:GG$25�72 , oas4.•. .My Comm:Expires Jul 24,I022, Bonded through idb6al Notary Assn: / .L. . Skxxn 13dore tee,-}�1ht,s 8� 6 0� A+>�J�,s�. ao 13 b Le�nctird =1�I OAS -Zonard D Watts President Charles M Watts Air Conditioning, Inc �•� CHARMWA-01 __LAL!EN ACORO CERTIFICATE OF LIABILITY INSURANCE DATE 08/31/201 YY) 08131/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on ' this certificate does not confer rights to the certificate holder_in lieu of such endorsement(s)` _ i PRODUCER CONTACT Judy-Wagner,AA),AU,AIS,CPIW NAME: Florida Insurance Center,Inc. FAX 414 N Alexander St PHONE E:t): (A/C,No): Plant City,FL 33563 ADDRESS:jwagner@floridainsurancecenter.com i 1 INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A:United Fire 8.Casualty Company 13021 INSURED INSURER B: Charles M Watts Air Conditioning Inc INSURER Conditioning Inc : 803 Nilsen St INSURER D: Haines City,FL 33844-3716 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: _ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CL INSR ADDL SUDR 'POLICY EFF_ .P CY EXP- TYPE OF INSURANCE INSD LYVD POLICY NUMBER LIMITS A X COMMERCIAL GENERALLJABt1JTY _(h1MfOD1YYYY - 1M(gOi7.YYY - 1,000,000 EACI i CC RRENCC- S CLAIMS-MADE X OCCUR 60395411 0 112017 08/3112018 DAMAGE O RENTED 100,000 PREMIS (Ea occurrence) S MED E (Any one person) S 5,000 PE ONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATL:LIM1r APPLIES PER, -NERAL AGGREGATE S 2,000,000 POLICY X JECT X LOC PRODUCTS-COMPIOP AGG S 2,000,000— t _-OTI iEP_ - z_ A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ` 1,000,000 (Ea accident) S X ANY AUTO 60395411 08/31/2017 0813112018 BODILY INJURY(Per person) S OWNED SCHEDULED AUTOS ONLY .AUl OS BODILY INJURY(Per accident) S X HIRED X NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) S X H edagCarPhys PIP S 10,000 am A X UMBRELLA LIAR X OCCUR EACH OCCURRENCE _ 1,000,000 EXCESS LIAR CLAIMS-MADE 60395411 06/31/2017 0813112018 AGGREGATE 5" 1,000,000 DED X RETENTIONS 10,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPkir-[OR+PARTNER]EXECUTIVE E.L.EACH ACCIDENT S OFrICErWAEW.BER EXCLUDED? N I A .(Mandatory in NI I) E.L.DISEASE-E4 EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below ..__ _._,..�E,L._DISEASE=POLICY LIMIT S A Installation/Build �+ 60395411 08/3112017 08/31/2018 Limit: 10000, } A Leased/Rented Equip 60395411 08/3112017 08/31/2018 Limit: 100:000� DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it mom space is required) i CERTIFICATE HOLDER CANCELI:ATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City ofZephyrhills Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN I 5335 8th Street ACCORDANCE WITH THE POLICY PROVISIONS. Zephyrhills,FL 33542 -._.__. AUTHORIZED REPRESENTATIVE I ACORD 25(2016103) 01988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD -. . Winter Haven ARV 24691 Hwy 27 Lake Wales, FI 33859 Ph: 863-439-7576 Fax: 863-439-6844 7-30-18 To: City of Zephyrhills Building Dept. From:Mark Kornovich This Ietter is to give authorization to Jama Peterson to act as an agent on behalf of Winter Haven RV in order to submit and pick up permits.Please do root hesitate to contact us with any questions you may have regarding this matter. Thank You, TERESA K.YENOR =+ = MY COMMISSION#FF 951776 29,2020 EXPIRES:January Mark Kornovich ?,> ycP:•' Bonded President Chancey Road,Cot nlY Road 53. .�"•Sr n.j..,..;-. ^+t 1.�%~.S.Jra ` _ �` " is r. ?.+•W ^�"'�lJ�:�.: -, H.� ..". � J3 ✓,.... .y"'.5.. 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OCLEARSTORY ED 9'-3" 8'-2 � U w 7'-115" l 11'-51" Bv 94x40 HS 1DWI, — 30x40 30x14 3004 G I SEAT - —o y III IIIII "IIL�rIII1I�=C LE—A-R_S-T—O-R—Y=WINZ!LL DOWS —OWS OVERHEADS OEW/ ELF — _ NITE ____ ___ SNITE STAND �1STAND cr ---- 0 014x40 III1IIIJ, �1II 4x14---- 24x60 c 2BAf KITCHEN 42 ITALL` OV RHANG _<46x40 I BEDROOM LIVING ROOM 24x60 24x1 4w II (OPT. TRAY I (WITH TRAY C o o � =_---_ J /A GRILLE 24x60 v 24x14 14x40 LOCATION � IL L OP .CHEST P.B. i (^,� 32x80 6 FT. S.G.D. (LOW "E") 30x40 30x40 1 9'-3" 3'-5 7'-1 oll 16'-5" 36'-11° 37'-7" 492.09 SO. FT. STD. CLEARSTORY WINDOW CLEARSTORY WINDOWS 498.02 SQ. FT. W/OPT BAY 72x14 30x14 3004 MODEL: 683-37'7"/6168 (108" FLAT CEILING) I J.L.S. 05/09/17 I REVISED: J.L.S. 03/23/18 � SCA i 3 16„=', QUALITY PARK HOMES AND �► �� MANUFACTURED HOMES l 8X1 1 EAOLE7 j _ 5165,dwq �. BLOCKING PLAN Manu#aaurer _C _ i d - ,�; VAI Length x Width to 13171— Soil Bearing Capacity C 6 Spaces at Pro test ! anchor lengt 01' cc Ty I'beam Pier Pad'size Perimeter Pies Pad size other information needed 4-kA J, C. YN ' —Mil &&A v tw i ive o • 'Z. v' E .i i 1 i 36'-11" (7YP.) 3' 1 6' 1 9'-51 4"13'-5" 17'—B" 21'— 1 25'—C 29'-4 "° 1 33'-4'� 36'-11 B . 1 1 1 I i ---� ----------------- II II =777 II II _J C---L II II E II II II II i I•I II II II i ----- 4' 8' 121y, 16, 20' 24' 28'-4 32'-8 36'-11 BP-10 (TYP.) l - I( � f f MODEL # I �P�� 683-37'7" 6168 EA.LE� TIT TI E PHONE(352)629-7007,FA%(352)629-6920 931 N.W. 37TH AVE•OCALA,FL.34475-5683 SCALE: 1 6 =1' PAGE: 1 0( 1 I 'AindZone: 3 Ex ,: C OWN. BY: J.L,S. DATE DWN: 07/30/18 LAYER: TIE—DOWN REV. BY: DATE REV.: DWG NAME: 6168.dw Florida Installation 'Instructions For AnchoringSystems Last Updated:August 7, 2009 N 0 t� TIE 0 I i / d SYNOPSIS OF CHANGES IN 15C STATE OF FLORIDA 1. I-BEAM CLAMP THAT PIVOTS-TOP OF FRAME ONLY The State of Florida now requires that the strap be attached to the I-beam by a beam clamp that has a swivel attachment. This eliminates the sharp edge of the frame cutting into the strap and the possibility of stressing one edge of the strap by misaligning the anchor with the attachment point to the I-beam. 2. GALVANIZED STRAPS.60 OUNCES EACH SIDE OR NOMINAL G115 Florida now requires that all strapping have extra galvanization to protect from the elements.All strapping must be marked with the"G115"coating,and Tie Down strap will indicate"QUAD COAT G-120." The ASTM 3953-91 must still be referenced on the strap to indicate conformity to the HUD Code, and the G115 will indicate the extra coating. All strap must be marked every 12"to 15". 3. ALL ANCHORS GALVANIZED All ground anchors,concrete anchors,patio anchors,etc.-must be hot dip galvanized. 4. MINIMUM STABILIZER PLATES 180 SQUARE INCHES,GALVANIZED The small 12"stabilizer plate is no longer certified in Florida. All stabilizer plates underthe new regulations must have a minimum 180 square inches of surface and must be galvanized.Tie Down manufactures the 17.5 inch plate that is galvanized to meet Florida requirements. 5. RADIUS CLIP PROTECTION The State of Florida no longer allows the strap to wrap the I-beam.Because strap must be protected from contact with sharp edges,the strap must now be attached to the I-beam by means of a swivel connector with a radius clip(rolled edge).The strap must also be factory attached to the connecting swivel bracket Field attached crimp seals are no longer allowed for use on straps used to attach to frame connectors or hooks. 6. SIDEWALL VERTICAUFRAME TIES 514"O/C The maximum distance between sidewall vertical/frame ties is now 5'4"on center. 7. CENTERLINE TIES WITHIN TWO FEET EACH END Every new and used multi-section home must include a centerline anchor installed within two feet of each end of each centerline(the home manufacturer may require additional anchors. 8A.LONGITUDINAL ANCHORS,TWO PER I-BEAM PER END As part of the new rules,every home must be installed with protection from wind loads on the end of the home. The Florida rules require two anchors per I-beam per end. This means that a single section will require four longitudinal anchors per end for a total of eight for the home. A double section home will require eight anchors per end for a total of sixteen per home. As with all ground anchors,these must be hot dip galvanized and in stalled with a galvanized stabilizer plate.Torque probe is required on longitudinal anchors. 8B.LONGITUDINAL STABILIZER DEVICES As an alternate to installing longitudinal anchors and stabilizer plates,the installer may use other longitudinal stabilizing devices approved by the state,including Tie Dow n's USD(Longitudinal Stabilization Device). The use of two LzSD systems on a single section home replaces all eight longitudinal anchors/stabilizer plates.Four LzSD systems on a double section home,replaces sixteen anchors/stabilizers/frame tie connectors. 9. SOIL TEST While the soil test probe is not specifically addressed by 15C,the installer is required to A)test and record the torque readings and install the correct ground anchor(48"or 60")or B)use a 60"galvanized anchor with stabilizer plate where no testing is recorded. 10.INSTALLER PLAN FOR 1,000 PSF SOIL The installer must submit a foundation plan(as to the load bearing capacity of the soil) to the building department at the time of application for the building permit If the soil is not tested with a penetrometer,then the plan submitted must assume 1000 PSF soil.The installer is required to use a pocket penetrometer to determine the PSF. NOTE:1000 PSF soil most commonly requires Type 11,60"anchors. 11. MINIMUM HEIGHT 18 INCHES The minimum pier height at the lowest part of the home shall be 18". This distance is measured from the bottom of the frame(1-beam)to the ground or slab.Note:3/4 of the home must be at the minimum 1811,the balance of the home cannot be lower than 12". 12. GROUND ANCHORS/FLORIDA ONLY For purposes of installation of manufactured/mobile homes in the State of Florida,there will be two soil classifications: Type 1: This soil is described as"loose to medium dense sands,firm to stiff clays&silts,alluvial fill." It has a Blow Count(per ASTM D1586)of 18 to 23,and a reading on the Torque Probe of 276 to 350 inch pounds. The Working load for an anchor in Type I soil is 3,150 lbs.and the Ultimate load is 4,725 lbs. A 48"anchor is to be used in 4A soil classifications. Type II: This soil is"very loose to medium dense sands,firm to stiff clays and silts,alluvial fill." The Blow Count for Type 11 soil is 12 to 17,and the torque reading 175 to 275 inch pounds. The Working load is described_ as 4,000 lbs.and the Ultimate load is 6,000 lbs.A 60"anchor must be used in 4B soil classifications. - N TIE ! • WN ENGINEERING - 255 Villanova Drive SW Atlanta, GA 30336O www.tiedown.com I I1II 4I4 II 10 p O Frame Tie to Anchor Anchor Stabilizer If the angle of the frame tie connection is greater All anchors must be properly stabilized to prevent lateral than 500 (as indicated by curved line illustration)), movement of the home and to comply with federal and state the frame tie must be attached to the opposite "r" wind load requirements. beam frame member.45'is the correct angle for this installation. �I eam FP4417e ,� 50°max. jhh,,, (see manufactures in. Installation Instructions) . 45°in line anchor instal- V lation is Ground Level not allowed in Florida. A galvanized Stabilizer Plate of 180 sq. in.must be installed on all anchor/frame be combinations. 1.Refer to any and all federal and state regulations. Use a Soil Test Probe to match eitherType 2 Soil Test Probe anchor location in order to match soil 1,48" or Type 2,60"ground class to ground anchor model. anchor to soil conditions. 3.Partially install anchor at a slight back angle allowing Frame Tie Attachment 14"to 16 to remain above ground level. 4.Utilizing oversize hammer,vertically install stabilizer 1.All frame ties must be attached with a swivel plate,nesting stabilizer plate between anchor and frame. frame connector.Strap must be factory attached to the connecting bracket. 5.Fully install anchor to ground level.Tighten strap, pulling anchor until anchor rod is pre-tensioned against 2.Attach the swivel frame connector beam hook stabilizer plate. to the top of the I-beam from either the front or the back side.The curved or hook end of the beam hook should be snug against the inside top I-beam 5tra Attachment flange. p The strap must be attached to the I-beam by using a beam 3.Attach the swivel connector to the underside of clamp with a swivel connecting bracket.Strap must also be the frame hook with a 1/2" grade 5 bolt and nut factory attached to the connecting bracket. In field crimp This allows the swivel connector to pivot and lock seals are no longer allowed for use on strap to attach to onto the I-beam. frame connectors or hooks. 4.Pull strap past anchor head 10 to 12 inches. Swivel Connector Insert strap into slotted bolt Tighten slotted ten- ® with radius clip. sioning bolt 5 full turns minimum until all slack in ® p #59002&59242 strap is removed(Correct anchor must be installed r , as per ground anchor manufacturer's installation with out strap instructions). o f} 3"Beam Hook#59003 4"Beam Hook#59004 Beam Hook for Dbl.frames ' #59005 N -beam 0 TIE DOWN ENGMEERING - 255 Villanova Drive SW Atlanta, O Concrete Anchors Minimum thickness of a concrete slab is 4 inches to use these anchors. Each anchor must have 4,725 Ibs of concrete to meet holding requirements. Concrete weighs approximately 4,000 Ibs per cu.yd. Each anchor requires approximately 1.2 cubic yards of concrete to meet holding requirements. Example:6 anchors on one side of a home would require over 7 cubic yards of concrete. Both sides would require over 14 cubic yards of concrete. Patio Slab Anchor Concrete Anchor MIT2 MIJ2 This anchor is designed to be inserted through a 3/4" hole The MIJ2 is designed to be installed into drilled or formed into an existing concrete slab. a concrete slab at the time the concrete is being poured. •Concrete must be a 2500 PSI minimum slab Concrete slab must be 2500 PSI minimum ' with 4"minimum thickness and 6/6 x 10/10 wire mesh installed. with 4"minimum thickness and 6/6 x 10/10 wire mesh installed. •Concrete slab must allow 4725 Ibs of verticle tension on anchor without lifting.This assumes •Concrete slab must allow 4725 Ibs of vertical a that the concrete weighs 150 Ibs per cu.ft. tension on anchor without lifting.This assumes _ that the concrete weighs 150 IN per cu.ft. • Minimum distance from the anchor shaft to one edge of the slab is 4 in. from any other • Minimum distance from the anchor shaft to edge. one from any other edge,of the slab is 4 in. •If installed in a 4"slab at minimum distances from edges,and additional layer of 6/6 x 10/10 •If installed in a 4"slab at minimum distances mesh is recommended. from edges,an additional layer of 6/6 x 10/10 mesh is recommended. •Slab must be 8 in.minimum thickness at loca- tion under any anchor to allow 5 in.embedment Concrete Slab Anchor MIC52 This anchor is designed to be bolted to an expansion sleeve anchor in an existing concrete slab. •After reviewing restrictions listed to the right, • Concrete must be a 2500 PSI minimum slab �.; drill a 5/8 in x 3 in. hole in the slab where the with 4"minimum thickness and 6/6 x 10/10 wire anchor head is to be located. mesh installed. •Place expansion anchor into the drilled hole. •Concrete slab must allow 4725 lbs of vertical tension on anchor without lifting.This assumes •Place the washer onto the expansion bolt that the concrete weighs 150 Ibs per cu.ft. •Thread nut onto expansion bolt and tighten until •Minimum distance from the anchor shaft to one maximum expansion of steel expansion sleeve edge of the slab is 4 in.from any other edge has been achieved, •If installed in a 4"slab at minimum distances •Remove nut and washer and place anchor head from edges, an additional layer of 6/6 x 10/10 over exposed bolt mesh is recommended. •Place washer and nut onto bolt to attach anchor head,tighten nut N TIE r DOWN I I O . . I ' / Iil I ' I ' I / � O Strap Requirements GALVANIZED STRAPS.60 OUNCES EACH SIDE OR NOMINAL G115 Florida now requires that all strapping have extra galvanization to protect from the elements.All strapping must be marked with the"G115"coating,and Tie Down strap will indicate"QUAD COAT G-120." The ASTM 3953-91 must still be referenced on the strap to indicate conformity to the HUD Code,and the 6115 will indicate the extra coating. All strap must be marked every 12"to 15". Strap Marking TIE DOWN ENGINEERING LE PROTECTION TIE DOWN ERTHIEENGINEERING CERTIFIED TO CERTIFlED TO' ED PRQiECT10N ANSIA220.ASTM D39W91 ANSI A225.1 ASTM D3953-01 s ,:} QUAD THICK G-120 GALVANIZED PROTECTION Meets Florida 15 C Requirements Strap Attachment Strap must be factory attached to the connecting bracket proper Strap Tensioning Connecting brackets must have a radius clip to protect the strap from sharp edges.Field attached crimp seals are no longer allowed for use on strap to attach to frame connec- tors or hooks. o 12-15 inches � Swivel Connector _: cut '1 O with radius clip. Part#59002&59242 1.Insert slotted bolt into with out strap anchor head,attach loosely. 2.Insert the strap end into =I Pull strap past bolt head the slot in bolt until flush and cut strap so that 12-15 with opposite side of bolt. inches of strap are available to wrap onto the slotted bolt. J Strap Splice :V Friction splice using a buckle is not acceptable. To lengthen a factory made strap in the field, a double 4.Hold the bolt under crimp seal splice is required. Over- tension while tighten- lap strap approximately 12 inches 3.Using 15/16"wrench ing the nut, drawing and use two crimp seals evenly or socket,turn the bolt, the head of the bolt into spaced. winding the strap so that the recess..After the a minimum of four to five bolt is within the recess, complete turns are made, continue to tighten the nut and the strap is adequately until securely fastened. 2 Seals— tensioned. 2 Crimps per seal TIE m DOWN ENGINEERING 255 Villanova •rive SW - Atlanta, GA 30336p n Longitudinal Anchors LONGITUDINAL ANCHORS,TW0 PER I-BEAM,FOUR PER END Every home must be installed with protection from wind loads on each end of the home.'Florida rules require two anchors per I-beam.This means that a single section will require four longitudinal anchors per end for a total of eight for the home. A double section home will require eight anchors per end for a total of sixteen per home. As with all other anchors,these must be galvanized and installed with a 180 sq.in. galvanized stabilizer plate.Soil must be probed and recorded in order to match anchor model to site soil class. Single Section Double Section Home Frame Attachment Home Factory Brackets Some homes may have factory brackets welded to the I-beams for longitudinal anchors.Attach the strap/swivel connector to the factory bracket using a 1/2" Grade 5 bolt and nut.Anchors/ties must be installed to provide a 45'or lower strap angle. Factory Welded ` Bracket B 4 anchors with stabilizer plates 8 anchors with stabilizer plates ' per end for a total of 8 per end for a total of 16 longitu- longitudinal anchors per single dinal anchors per double section section home home Longitudinal Frame Attachment Beam Clamp Hole/Bracket I I I I Angle Frame Bracket�t��" Part#59009 e 4 45°or Less Gator Beam Clamp Part#59011 1. Determine anchor/stabilizer plate location and bracket location on I-beam to insure a 45`or lower strap angle. 1.Determine anchor/stabilizer plate location and 2. Drill a 1/2" hole in the centered in the I-beam as shown, bracket location on 1-beam to insure a 45'or lower Hole must be a minimum of 4"from any edge of the I- strap angle. beam. 2.Attach beam clamp with 1/2"Grade 5 bolts and nuts 3.Connect the two Frame brackets(R&L)with a 1/2" as shown. Grade 5 bolt and nut. 3.Connect swivel connector and strap to 4.Attach swivel connector and strap to angle frame brackets bolt nearest to anchor with a 1/2" Grade with 1/2" Grade 5 bolts and nuts.Tighten all bolts. 5 bolt and nut. TIE D• . a Longitudinal Stabilization Devices for Florida As an alternate to installing longitudinal anchors and stabilizer plates,the installer may use longitudinal stabilizing devices approved by the state,including Tie Down's LSD(Longitudinal Stabilization Device).The use of two LSD systems on a single section home replaces all eight longitudinal anchors,stabilizer plates and straps. Four LSD systems on a double section home replaces sixteen longitudinal anchors,stabilizer plates and straps. LSD pads provide ,'� 4 3 sq.ft.of bearing 1 -- J support per system. 1.Longitudinal Foundation Rid 2.Beam Clamp(2 per system) Example of Possible Placement: 3.Longitudinal Strut (2 per system) 4.Tie Bracket(2 per system) I I I I oo I oo I Part# Description I I I I I I I i I 59271 LSD Pad. I 59026 LSD Hardware Kit Includes:2 tie brackets& 2 beam clamps. 59016 Longitudinal Strut 30" I I I for use up to 18" high piers Single Section Home Double Section Home (two block piers) up to 18 feet in width. up to 36 feet in width. 59012 Longitudinal Strut 39" 1. Determine where the longitudinal Stabilizing Device for use up to 24" high piers (three block piers) will be installed on the home. 59013 Longitudinal Strut 44" 2. Place one L2SD pad centered under the beam. for use up to 32" high piers(four block piers) NOTE:Press pad into the ground so that the cleats 59014 Longitudinal Strut 53" are below ground level. for use up to 40" high piers 3. Slide tie brackets into pad. (five block piers) 59015 Longitudinal Strut 65" 4. Build pier on L2SD pads between tie brackets. for use up to 48" high piers (six block piers) 5.Install beam clamps on either side of pier.Attach L2SD braces to beam clamps and tighten all bolts. m TIE DO o Soil Classification Ground anchors are designed for different soil classifications, longer models for loose soils,shorter models for harder soils. Prior to installing any ground anchor model,the soil must be tested with a Soil Test Probe in order to match approved ground anchor model with site soil class. Ground anchors for Florida Only:For puposes of installation of manufactured/mobile homes in the State of Florida,there will be two soil classifications.All Anchors and stabilizer plates must be galvanized. Color Soil Soil Test Recommended Code Class Description Value Anchors/Stabilizer Plates 4A Loose to medium dense 276 to 350 48"with 6"helix ® Type 1 sands,firm to stiff clays in.lbs. and a 17-1/2"wide and silts,alluvial fill. stabilizer plate,180 sq.in. Green 48" - l ! ABS Model Part# Description stabilizer M121-15/8 59081 48"x 5/8"rod,1-6"helix Plate M121-13/4 59094 48"x 3/4"rod,1-6"helix Stabilizer 59285 59286 171/2"Stabilizer Plate . Plate 4B Very loose sands,firm 175 to 275 314"x 60"with 7"helix ® Type 2 clays and sifts,alluvial fill. in.lbs.* and a 17-1/2"wide stabilizer plate,180 sq.in. Red 60" ABS Model Part# Description i Stabilizer M607 59099 60"X 3/4"rod 1-7"helix Plate 59285 59286 171/2"Stabilizer Plate Stabilizer *Below 175 in.lbs.,a pr Plate Instructions Soil Test Probe 1. Place probe tip into ground where you intend to place your The Soil Test Probe is used to determine the soil conditions below anchor.Using a 15/16"hex socket with a ratchet or breaker bar, the surface near the anchor's helical plate. Using the Soil Test rotate the probe in a clockwise direction. (An electric drive Probe will ensure maximum anchor holdingstrengthb indicating machine with an adaptor head may also be used) the proper anchor model for each soil condition. y g 2. Drive(rotate)the torque probe into the soil until reaching a Using the chart provided,a probe reading can be converted to the depth equal to the length of the anchor being installed. recommended anchor for every soil condition. 3. To determine the soil classification: 600 in.lbs;Torque Wrench •Place wrench adaptor onto torque wrench. 0 • Insert hex portion of wrench adaptor onto the earth probe. O3 •Support probe shaft with one hand, while rotating probe steadily with the O wrench.(Do not exceed 600 in.lbs.) A •Read the torque wrench while rotating probe clockwise. /5'Earthrobe •Use the soil classification chart to cross reference probe readings. I Color codes match those printed on Tie Down's torque probe. Wrench Adaptor 4.To remove probe,use wrench or electric drive machine in reverse(counter clockwise). - N TIE KJ 1 •va Drive SW -'Atlanta. GA 3033O 4e4 e0i ® e - i � o to 0 0 NEW! One Piece LSD V/ ector Pads from TIE DOWN ENGINEERING • Easier installation with 70% fewer parts • Lower cost with competitive pricing Do the Math! Compare material and labor cost with the New LSD and Vector Lateral System Combination. • Never a 5 Ft. Perimeter Anchor • No Stabilizer Plates Re,,os • No Frame Ties or Beam Clamps Fewe ii,Scr No Longitudinal Anchors 7Re9v ede, s hs o.�a2oo; _ Exceeds Wind Zone 111 HUD Code wind load requirements by more than 50% U TIE DOWN / 1 Wheaton Drive Atlanta GA, 30336 TIE C C www.ttiedown.com / • • / / / I / i / / Florida Set-Up Instructions for the Vector Dynamics Foundation System 1.SETVECTOR FOUNDATION PADS Clear all loose vegetation from the immediate area where the Vector foundation pads will rest. Place a long U-bolt on the Vector pads as shown.Press or hammer pads into the ground. Vector pads are placed parallel and centered under 1-beam. Tip: Place a 318" nut on LSD/Vector each U-bolt to keep it Combination in place while you position the Vector Shown pads. '% TIP. After centering 1st block(s)over Vector pads, I` / place wood cap on top of first block and use hydraulic jack between J pad and I-beam to force pads into the ground. . Higher pier sets may require extra block prior a . to using hydraulic jack. qq ._ .. ,. Lung U-bolt 4.TIGHTEN INSIDE HARDWARE Position 1st block(s) Tighten all previously finger on pad as shown. tightened hex nuts (1/2" carriage 2.SET BLOCKS(OR PIERS)ON bolts&3/8"inside U-bolts). J/ � VECTOR FOUNDATION PADS Center the foundation blocks over the Vector 5.OUTSIDE TENSION BRACKETS 3 pads. Attach an outside tension bracket on the outside of the foundation blocks and Vector pads. As shown 3.INSIDE CONNECTIONS right. if - Insert 1/2"carriage bolt into square hole on 6.TENSIONING-VECTOR STRAPS top flange of the PVC adaptor. Place the Pull strap past slotted bolt. Cut strap swivel connector bracket that is attached to 10 - 12 inches past bolt, insert the one end of the 1-1/4" galvanized strap and strap into the slotted bolt until flush 4 thread 1/2"hex nut onto carriage bolt(finger with opposite side of bolt. Wind strap tight). Insert 4" PVC schedule 40 pipe into a minimum of five (5) complete PVC pipe adaptor and insert over inside revolutions around the bolt. long U-bolt (through slotted holes). Attach Continue tightening the slotted ^, 3/8" hex nuts to u-bolt and finger tighten. tension bolt until all slack has been f Repeat the procedure to opposite side of removed and the galvanized strap is if PVC pipe. tight. C; Cr TIE DOWN ENGINEERING - 5901 Wheaton Drive Atlanta C www.tien • • • • / 1 Latbral Stabilization for Concrete, Slabs & Runners for Single & Double Block Piers '1--_ Tie Down Marked& =rr•:_, Certified G120 Strap w/Swivel Connector r.:• , _ Length #Part 59732 12' 59734 14' 59736 16' Picture shows single and double block for illustration purposes only { Slotted Bolt Concrete Vector System ' Part#59135 Part # 59009 (for single stack blocks) 11210142Q To add longitudinal stabilization to single or double stack blocks: 1 P/N 59023 - Longitudinal Hardware Kit for 59006 or 59008 ° 2 Struts for Longitudinal g Systems Parts required for the Single Block Vector System: 1 P/N 59008- Concrete Vector System Longitudinal Stabilization Hardware Kit for Concrete (for single block piers) Part#59023 2 P/N 59135 -Slotted Bolts 2 Swivel Strap Connectors Concrete Vector System o o Part# 59006 (for double stack blocks) Qa,40 I � will nap .ft 'p. Struts for longitudinal Systems i Part No. Strut Length Pier Height _ 59016 30" up to 2 Blocks ° U59012 39" up to 3 Blocks 59013 44" up to 4 Blocks Parts required for the Double Block Vector System: 59014 53" up to 5 Blocks @ ,� 1 P/N 59006-Vector Lateral System for 59015 65" up to 6 Blocks Concrete (double block stack) 2 Strap w/Swivel Connector 2 P/N 59135 - Slotted Bolt TIE DOWN ENGINEERING 5901 - Drive Atlanta GA, - .m - (4r • r r r r r • r • r 112701,240 �— Combine TIE DOWNI s Longitudinal (L2SD) and Vector Systems and SAVE! (Double Section Home) .. - ' 910 W li i `, a �AAtil e of S ,yid e _ IV, eaVeo - I - ,wide .. - . . 'D° — �— L I V — I • i V L L {, v V LI Centerline anchor ` g GJ' required within 2 ft. � �� �101'lda) of marriage wall end �paGt yo41 Cyay 5 for all Florida installations b ApF,.oved or all or 2' Max. Arl Home L2SD* Vector- LSD/Vector Vector Stabiliser Frame Beam:,, Longitudinal Length Systems Systems fads Straps Plates. Ties Clamps Anchors in Ft. #59026 #59024 #59271 0'-38' 4*. 2 , .,6 4 -0 -0- -0- =0- 39'-57' 4* :. 3 6_ 6 -0- 10" -0- 0=.. . . .. 58'-76' . 4* 4: 8 ; .8 -0- -0- -0- ` -U 76'-91' 4* 5 - 10 10 -0 ^0s *Strut lengths are purchased separately(2 per system) Follow the above chart for Double Section Homes r TIE t - / • j / 7 Combine TIE DOWN's Longitudinal (1-2SD) and Vector Systems and SAVE! © O . Home L2SD* Vector LSDIVector Vector Stabilizer Frame Beam Longitudinal Length Syystems Systems Pads Straps Plates Ties Clamps Anchors in Ft. #59026 #59024 #59271 �y 20'-32' 2* 2 4 4 -0- -0- 33'-48' 2* 3 6 6 -0- -0- 0- 0_ `, \ 49'-64' 2* 4 8 8 -0- -0- -0- -0- 1 \% ° 65'-76' 2• 5 10 10 -0- -0- -0- -0- 1 `, \ 77'-90' 2* 6 12 12 -0- -0- -0- -0- 1 \\ Strut lengths are purchased separately(2 per system) ; \\ 1 , Follow the chart above � ,\ for Part#'s and quantities NOme , for each home set. Me SectiQft, n 12„ eaves , h " -^ Sing Vvide 1 , , Example all Up to \ ^ -� _: - 1 1 , 1 • ft. Side v ; I , \ • No Frame Ties - " 1- V L • No Torque Probe L • No Stabilizer Plates _ • No Longitudinal V °n Anchors 1 • No Beam Clamps , I • No 5 Ft.perimeter anchors ^ �.r,- - • Deduct Foundation r 51 411 Pad Cost for Each ,�^ � _ i�' `®q'Ida 2' max. Pier Set with Vector Pads Spacing ins0�i lasses) U�q-ed An��APPrOved for al Rea Leng _ (45, Anchor 2� Max Note: Some manufacturers may require(5 ft.)anchors for higher loads at shear walls L :8:' fii and/or marriage line supports. See l v .0c> ' manufacturers installation manual for Vector System Vector! L2SD 0 specifics. (two pads 8•one hardware kit shown) Combination L (two 59271 Pads,2 LSD kits&1 Vector kit shown) TIE . . 5901 . ,