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HomeMy WebLinkAbout20-513 l� n City of Zephyrhills w< " PERMIT NUMBER=;;w>- 5335 Eighth Street Zephyrhills, FL 33542 )BILEHOME-000513-20 a Phone: (813)780-0020 +•: Fax: (813)780-0021 Issue Date: 08/20/2020 of; Permit Type: Mobile Home Property Number Str6efAddiess - 03 26 21 0130 00000 0640 6014 Zephyr Ridge Dr iOwrieranformation Permitlriform"ation Contract_orlriformation Name: REBECCAADEYEMI Permit Type:Mobile Home Contractor: BIG DADDY'S MOBILE Class of Work:Mobile Home New HOME SET UP Address: 1915 Coco Meadow Cir APT 208 Building Valuation:$11,200.00 / BRANDON,FL 33511 Electrical Valuation: Phone: (813)716-6900 Mechanical Valuation: 63 2t— Plumbing Valuation: Total Valuation:$11,200.00 �J►" Total Fees:$11,067.63 Amount Paid:$11,067.63 Date Paid:8/20/2020 12:11:04PM " 11 Project Description INSTALLATION MOBILE HOME SETUP 1,739 SQ FT Application Fees Mobile Home-Electrical Fee $45.00 Transportation Impact Fee-Mobile Home Park $2,270.00 3/4 Water Meter Fee(Calc) $732.71 Mobile Home Sewer Connection Fee $1,045.00 Public Safety Impact Fee-Police $254.00 Mobile Home/Park Model/RV Setup Fee $65.00 School Impact Fee-Mobile Homes $5,114.00 Mobile Home Water Connection Fee $505.00 Park Impact Fee-Mobile Home $573.73 Public Safety Impact Fee-Fire $273.00 Mobile Home-Plumbing Fee $45.00 Transportation Impact Fee-City $22.70 Mobile Home-Mechanical Fee $45.00 Public Safety Impact Fee-Admin $26.35 SIF 1 percent Fee $51.14 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit 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 add fee 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. ONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER f t PASCO COUNTY, FLORIDA z Permit No. `S Date Permitted ^Builder Name/OwnerName Control#' " County Parcel No, 03-26 2_1-b130-6QQ Q-de b SubDiv: r- Address/Location h 6 'a 1 Classitication/Typa of Use i z? oil, �Q TRANSPORTATION IMPACT FEE Rate, Sq.Ft Unit: _ Exempt n Yes Q No How Determined Impact Fee Amount Zone No: TAZ: y i SCHOOL IMPACT'FEE " Account (056)' Single-Family petached House Amount $ , (057) Mobile Home (058) "Other Residential 123) Collection Fee Exempt [�Yes .•❑No How Determined PARKS AND RECREATION FEE' Land Account Land Credit Ladd Total Recreation Account Recreation Credit Recreation'Total Zone TOTAL AMOUNT $ Exempt ❑Yes n'No How Determined LIBRARY FEE Land Account " Land Credit Land Total Facility Account Facility Credit Facility Total Exempt ❑Yes ❑No How Determined Total Amoun RESOURCE FEE ERU TOTAL AMOUNT Prepared By j Checked By NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL T E TOTAL AMOUATS DUSTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING"OFFICE.OF PASCO COUNTY Acknowledgement below does not imply acceptance of concurrence,but simply recelpt of-4 copy of We form,placing the bullding permit owner on notice of this assessment and the conditions of"payment for same. DATE 'RECEIVED BY RECEIPT NO. DATE BY Big Daddy's Mobile Home Set Up, Service, LLC. P.O. Box 2289 Eagle Lake, Florida 33839 July 28th, 2020 To The City of Zephyrhills Building Department 1,Jackie Peterson owner/contractor of Big Daddy's (License Number 1111025291) authorize Kitina Bloom to sign for and pull permits on my behalf. Let me know if you need anything further. Th k you, Jackie Peterson 863-899-7363 tip°Ua U"- C641 KERR(ANN TR--'-L Notary Public-State ol F:orice Commissior z GG 322658 My Comm.Exzires.!A.-r I 1.2023 Bonded throLgh Natiora.Notary Assr. 3-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021 Building Department 'Date Received Phone Contact for Permittingg a111Iit1111 t ltttltEa Owner's Name REBECCA ADEYEMI Owner Phone Number 813.716.6900 Owner's Address I Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6014 ZEPHYR RIDGE DR LOT# 64 SUBDIVISION ZEPHYR RIDGE PARCELID# 03-26-21-0130-00000-0640 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED Xe NEW CONSTR B ADDIALT SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR Q COMM 1= OTHER ' TYPE OF CONSTRUCTION = BLOCK X FRAME ® STEEL Q 7, DESCRIPTION OF WORK � / ✓� BUILDING SIZE 36'8"x 53'4"/60.0' SQ FOOTAGE 1739 HEIGHT 15' E><"E"LiUlEXX1Ei EX[iiiElECILIEJ1ECCCS[XILXCILC EiIE"L i"t"X"CAL CX[XtLXAE1E>eJE-E EX'tJEI BUILDING $5700.00 VALUATION OF TOTAL CONSTRUCTION X=ELECTRICAL $1500.00 AMP SERVICE a O0 = PROGRESS ENERGY 0 W.R.E.C. QPLUMBING $1000.00 LO QMECHANICAL $3000.00 VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES 0 NO BUILDER I COMPANY BIG DADDY'S MH SETUP SIGNATURE REC45TERED Y/N FEE CURREN I Y/N Address P O BOX 2281 EAGLE LAKE, FL 33839 1 License# I IH1025291 ELECTRICIAN COMPANY BARNES ELECTRIC SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address 12631 BRI4 RD LAKELAND, FL 33810 License# ES12000724 PLUMBER COMPANY BIG DADDY'S MH SETUP SIGNATURE REGISTERED Y/N FEE CURREN Address P O BOX 2281 EAGLE LAKE, FL 33839 License# IH1025291 MECHANICAL COMPANY BROWNS AC SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 1113PIkEST AUBURNDALE, FL 33823 License# CAC1818095 OTHER N/A COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# Iiill� lSEl ! I # IiLOlililid if !< llii [ ! lit; f illif ! ! lEliEili >f ttfiti � iltlilli I; lillt RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance - SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-78D-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this pemnit 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,it the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the'contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release,if the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore,If Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION ILIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that 1,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'WOWNEWS 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 aovemment agencies may apply to the intended work,and that It is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A', it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "K in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stern 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 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 pen*nft 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 Budding 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 YOP INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDFR ORAN TORNIFY BEFORE RECORDING YOUR NOTICE OF!GQMMENCEDJFNT. FLORIDA JURAT(F.S.117.03) OWNER OR AGE CONTRACTOR t'bed and s t -(or affirmed)b fore me thidJ Subscribed and sworn to r affirmed9tore me this X1 bvT -?-4 1 91?1, �=el­ 00 Who Islare�ersonally Down to me or has/havi produced Who or has/have produced as identification. as identification. _Notary Public Notary Public Commission No Commission No Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped STEVEN MARK BELL KITINA A BLOOM Commission#GG 133514 MY COMMISSION#GG 071106 Expires August 12,2021 B-ded 840t NOWY 601�F 1� g3� UPI RES:February 25,2021 RLxidixl Thru Budget Notary ServloLq :PERMnAPPIICATION �sDRIVEWA (PERMI'd'�74PPLICA ION CONS mucu. , ON WITHIN-PUBLIC AIGHT-OF-wAy, A11 khrmationmidtelleft completely ' cCity,of:Zephyrhllls 3335;8"'.Street,Zephyrhilis,1133542. Telephone W- .760.0000 Fax 813.780.0005 •+gi."..i-.pp.��1 �_ �i };.-.h3!." --a+P,r:p:y� ., :y-..yam.tir.:}xi,''4=T�y;r}:•, t� � �i,Yr ..s,:� ..v�Y.;r"',,•f:R:C i,7f:,' .•:�',,:,i,!:,'-._ :: -:rzthbt:�l' ,•;r ::'e..={=x''~`-': :::�"-r7:,:'s;:�.,�i, - - ` .}f" rF"t-{j r��,.:rr ,;''e.;'t�!;:�• '.:�� :vr-r?:�sZ �r r,..�': y}•a.-SC'-_ ��.:i.`x! :i: y/ RS'dTt31S.;0s�•t'st!?i �Z 3':,.,..�. .y �:L>•,. t��4�. 1�.• •1( .3 y._''...i':;`ti a•1..J.:i'3.: =:"�:� 'f •T'�i• '�•�Y q'—�—." +•v.5a.,.���": .`.: i .. .J/•ti.;l'r_'``j . xF19d{f!f) ' < jar 1 @ C C�,?,r,•n.:`ryr..2S ir.;`: *a:=:,`,- 'r;.r,F,;ii� iy +.. ,•,a t.':K+a'=�.:r�,�: Y ? •'Y. 3 taw m .Y'.'_>txxr �n 2IIR1 A PROaECT .IOSW E: YPROPERT—VOWNER . Address• CaLivtA - ksie, 4D§Y- -Name: •Unit#: Addis: Q Unit, Parcel Identificatlon'Numben State Zip K 6'2 C93 0 D- oo& OLogo one: : `'u(v dkoZ Fax: . .:CONTRACTOR: Com n : rj L : c S' Name: WaF4, XN1 Contracbor.'s License#: ZH- EMail: -Phone: - Cell: S Fax:: -�.ILa- . ARCHI I ECII9NMNEER: iyame:. N Firm Name: - Address: City: .Stabs: _ Zip: State Ucense#: Phone: Cell: Fax: Q lion of P till '40 LENWH OF DRIVEWAY CULVERT NE.EQED RESIDENnAL DRIVEWAY JA WIDTH OF DRIVEWAY. ( )REINFORCED CONCRETE: CbMMERCWL DRIVEWAY $LO ,,f DCCA�YA 0N_ ( ).CORRUGATE MATERIAL PUBLIC AOGESS DRIVEWAY OEM LINEAR FEET ( )BOX CULVERT. ( )OTHER(MAIN). CONSTRUCTION MATERIAL CURB CUT REQUIRED _ASPHALT: YES _ENO _CONCRETE HEADWALL REOUI -- YES • L-NO NOTICE TO APPLICANT: If actual work exceeds scope of this-description..additional permits car drawings -will be requuu md. UTILITY LOCATIONS REQUIRED: CALL BEFORE YOU DIG: 1.800.432.4770 Page I of 3 a 1 PERMIT APPLICATION OFFICE USE ONLY 1. _ 2:l:i:;:.t;:.:l:.<�• 177'..i•f.. _"�,..3'..�-• i'::f4if�'." ��BJ�.:i1nS ..Ro�:9i65��i;.'. Concrete (min.6-) Y N Asphalt Base(min.6") Y: N Asphalt(min..11h"). Y N Length(min. 19) . Y. N. Width(1W min—20'max) Y N Eidstlng sidewalk. Y N New sidewalk. Y N .Cc S coo'NF ao A " DO TO ADA compliant_ Y.` ' N . Expansion:material required: Y N F o Cjb5 S(DE Contiguous_parking pad. Y N Triangular flare(3'W.x TL) f Y N SI .AE 1 X-71 Vislbility triangle o:k.?. Y N Side set back(3'min.R:O.W.). . Y). N Plan Review Fee MAW MA Permit application approved by: Date: JG U-i OCA. .Csi N-b a Vo13 A,5 Page 3 of 3 Boundary Survey ALL W6RK SHALL COMPLY WITH PREVAILING CODES RORIDA SU{LDiNC3 CODE, NATIONAL ELECTRIC CODE, MD THE CITY OF ZEPHYRHIL.0 ORDINANCES r 1: I REvi . I aAuGo 0 CITY:Q ZEPHYILAN IN'R L-e 1 LOT 83 1 � � - 586`44 •E t884"(M) DRAINAGE. N89°49' T"E 90Q.00(p) + RETENTION tarr I `- AREA 1 ::o at EacE aQ ari. �. 8� LOT 64 �. (vacAc,R) ° M r dI 21, W .N I taa i csm+rr SW4W47. 9oow(P) - Frmin• I tnsrraKoo NSB°+144 8M1.9G(M) �+aoa 1 DRAINAGE, I RETENTION j'l� f AREA DQI)(WAIF 54%LL.W ATCA Mg i 116.- I i 64L 4DEC,-((DOT �lE1�E{{�GE Orsft—ex . �/AWRM�. ZEPHYR RIDGE DRIVE xEPHYRHILLS,'FLORIDA 3364.2 `�� >•_� :,,,.�,. GRAPHIC BCAGE LOT#84,ZEPHYR RIDGE,ACCORDING TO THE MAP OR PLAT THEREOF,AS RECORDED IN PLAT BOOK 26.PAGE 76;OF.1HE PUBLIC RECORD&OF PASCO COUNTY,FLORID&- BASIS OF BEAR"* 8,BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT88,BEING N 0(rlWi3"W,PERPLAT LIST OF POSSIBLE Dir.ROI1 tWlEM'S:.FENCE ALONG TIME NORTH LINE AS SHOWN,CONCRETE SIDEWALK DLS t 020.054M2 rro FLOOD ZONE INFORMATION CLIENT# (F'OA INFORMATIONAL PURPOM ONLY) PIC,h 6A-w-. OBlO>IJMQ .,.. ..:.:.+..... o .crf .. 910 Z 009d (aopesWwM p ad/4) volle> wPI se pwnpoxl ao aiu(;umoul AlleuosW( )sl juitlddV 13ecl einisuOIS A4wN(jo) a IMM64S llepiu439.L 71uugd ayaQ mmou6S luemiddy swell upd Sue siiddy CiMul mold) quawaW. amsoMp iWpnR/jam aA IucruePun pue peas aney I jet A1W I :uoWgidde sitg OuNSis A8 -MNMO ADJUO'dd %moAam=.0 r PUG 4URUP31 JWPMUUMU 8aPWO 49M aQut t mgls Um ilwis sAamsWq sAWAaANA P sgedat sa soueuaqup u A%olgpucdwu:*p"mu sq slllNN4qdeZ do AID mU-t3WH ')n8nd AWIDN'10 NYDINRnL IIWV3d V A8 03MN1tM OW NCtI11fJL-IWMl MOW NIIM CGNJIS SS3lNn aIOA SI NOUVO iddV (dsempo►-2tiww/$n'U'sliiqMgdarp'wm:DWI auliuo lenuaw usma gjom oiiqnd) •(olq®lldde ji)9WepuqS u8paq IM put lane udpoa s4nM allgnd lbPo*8ulpllng$plmm.vmu1f3 mp inim Aldntoo HOP VOM IIV '4Wcud elyj 04 Aidide,tw suopoPpm pnp leuonippe 4M puelmpun I.pue suopglm poop sAlM apuelidutao aunsua.4au swop:Vuuad s144 3o aauenssi au wz1 uen sick!jo &d(ud.MA AJWW Ills►I Alt wRoUtm sl;iwmd slip ja aoueml pue' auuoop uommm pamdde Ile imo aouapan d olet qmp som asatq puepuapun I wpoo al4aolidde lie 4I1m Atduso aim*am lie 4mg pue ownwe sl uommopi iwommi lie win Aiww I 'Ps gPul se suopl*tq pug 440M op o4:lwtad a UIOWo 04 spear Agaia4 sl uone:ilddb -IjAVaL+ti •NOZIV*3nddV SITU M H3VJAV'a3>dZ0b-M Sx 3*VdS'IVNOXU043V dI ''VUV SZHJ.NT-HOJMS 3(IZAOZId •-*vagNniduouvwvldmoo 3Lvjms3LUULfk NOI V*nddV j4tMd r Boundqry -Survey ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHI' qLS ORDINANCES REVIEW DATE AUG 1 1 2*G20 LOT 63 CITY 011 ZEPHYRHILL I �HILL' PLAN E*AMINER S89*44"19*E 99.80*(M) DRAINAGE VON N89-49'd.7nE 100.00'(P) LTtD7tY RETENTION FND X-CUT IRON ROD AREA w VON lioii ENCE > `.N < 2! EEL 3.21Uj b x ern Q in W LOT 64 Co to U.1 w lOut (VACANT) co F, w I'L 0 0 gl C3 8 a- CD z U) (n CL b LU (0 I I FND Irr S89'49'47'W 100.00*(P) FND Wr I(RON ROD N89*4442"W 99.96'(M) IRON ROD 13 On DRAINAGE RETENTION 4­1 AREA ADDRES S 0 C z ZEPHYR RIDGE DRIVE ZEPHYRHILLS,FLORIDA 33542 1. 30' GRAPHIC SCALE LEGAL DESCRIPTION:(AS FURNISHED) B Is 30 LOT#64,ZEPHYR RIDGE,ACCORDING TO THE MAP OR PLAT THEREOF,AS RECORDED IN PLAT BOOK 26,PAGE 78.OF THE PUBLIC RECORDS OF PASCO COUNTY,FLORIDA. __-----13ASIS OF BEARINGS:BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 64,BEING N 00'10'13"W,PER PLAT UST OF POSSIBLE ENCROACHMENTS: FENCE ALONG THE NORTH LINE AS SHOWN,CONCRETE SIDEWALK DLS#: D20-05-0092 _LE—qgNO FLOOD ZONE INFORMATION CLIENT#:FIELD DATE: 06109120 (FO INFORMATIONAL PURPOSES ONLY) DRAFTER: DJC AIC -Air Cordtione" P -Plat C -Calculated Ion Plat Book SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN APPROVED:BHH q -Centaruno PC Point of Curvature FLOOD ZONEX.AREA OUTSIDE OF THE 100 YEARFLOODPLAM, CERTIFIED TOc(AS FURNISHED) CH -Concrete Block Pt •point of I"Imeabn CM -C-ancreleMonumourt Pon PoIntafactilinning PER F.I.P.M.PANEL NUMBER 12101C 0452F RIIECCAADIYE I POC­PolaiclCormnencement— -LAST R"ISIONDATC 09rdOM4 COV Coyered -Power pole E,R'.EA Pp 0 tic PRO Point of ftwomme Cu-�rimaW DE =0 Easement PRM Permanent Raferenco SURVEYOR'S CERTIFICATE DUE Drainage a Uway esmi Monument Orw Drive" R nt RAD Radial Radius NOTES I HERESY CERTIFY THAT 7M S SKETCH OF SURVEY WAS MADE UNDER MY ESMT Easeme FFE •Finished Floor Elevation RFD Rooted SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA R&C Reber&Cap RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID 2. FAQOIWM00314.E,k 'c VIOC31broto FND Found UE •Utility Easement BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA IP Iran Pipe Wful -Wale Motor ADMINISTRATIVE CODE.FURTHER.THIS DOCUMENT IS ELECTRONICALLY SIGNED AND hb-11o. —.Www Mw� L Doltor(Central Angle) M SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPTER 4.Faeowne. 014­m, N&D Neil&Dkk -91- W00d1PVC Pence-0- -Chain 5J.17 OF THE FLORIDA ADMINISTRATIVE CODE. toft.."..k.now NR Noo-pa"I S.Thlo tonm Ohomootbtxod I.—Ourtion wp CHU •Overhead Ufflity Una 6-Any WPHO UM wdbw bwa—afrOuno)m OPPwnsto ORS Official Records Back DATE OF FIELD WORK: 00/09/20 7.P-p-ty 11n.."or bov'-ftleb*%om—PNYWAY ba" by OW."y DATE SIGNED: 06/09/20 (Mb"rbn)Vin 750a.(DOMM")I'M 10.0por 0 3 H.HYA 11. TT LS_F BILL_ W.Ml.dby DEAL LAND SURVEYING,LLC LB 8121 FOR ALL INQUIRIES CONTACT, ISO.ThD dW OOrvoy b not fueaotl coroploto wjead the u^V ropen flo. Deal Land Surveying LLC NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE THIS SURVEY IS PREPARED FOR THE EXCLUSIVE 804 8 Fm..I,Avortu" AU!2 AUTHENTICATED ELECTRONIC SEAL USE AND BENEFIT OF THE PARTIES LISTED HEREON. Sanford,FL32T71 DATE REVISION LIABILITY TO THIRD PARTIES MAY NOT BE 407-378-3708 TRANSFERRED OR ASSIGNED. __j INFOVonflandaurveying.conn Boundary . Survey' I I I I I I LOT 63 I I I I I I j I � I S89"44' 9"E 99.80'(M) DRAINAGE .9.ON N89"49' 7"E 100.00'(P) FND1Y2' RETENTION FND X-CUT IRON ROD AREA 16.0' .2 ON 1.9'ON 0 FENCE 2.4 ON 0) =I Q L0 CID (O to 'aa LOT 64 W W o I J $ (VACANT) W Q W f0 o0 orn 0 ,- g( a. o 0 Ill Q zz COU) W N I 30.01 16.o I FND IX S89"4947"W 100.00'(P) FND 1/2' I I IRON ROD N89-44-42-W 99.96'(M) IRON ROD I I I I I I lo. I� Ira 10 DRAINAGE RETENTION ej AREA I I I I I I I I I I ADDRESS Ir O Z ZEPHYR RIDGE DRIVE ZEPHYRHILLS,FLORIDA33542 1'=30• GRAPHIC SCALE LEGAL DESCRIPTION:(AS FURNISHED) 0 15 30 LOT#fi4,ZEPHYR RIDGE,ACCORDING TO THE MAP OR PLAT THEREOF,AS RECORDED IN PLAT BOOK 26,PAGE 78,OF THE PUBLIC RECORDS OF PASCO COUNTY,FLORIDA. BASIS OF BEARINGS:BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 64,BEING N 00"10'13"W,PER PLAT LIST OF POSSIBLE ENCROACHMENTS: FENCE ALONG THE NORTH LINE AS SHOWN,CONCRETE SIDEWALK DLS#: D20-05-0092 LEGEND FLOOD ZONE INFORMATION CLIENT#: FIELD DATE: 06/09/20 (FOR INFORMATIONAL PURPOSES ONLY) DRAFTER: DJC A/C Air Conditioner P -Plat APPROVED•BHH C Calculated PB -Plat Book SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN % -Centerline PC• -Polnl of Curvature FLOOD ZONE X,ARFA OUTSIDE OF THE 100 YEAR FLOODPWN, CERTIFIED TO:(AS FURNISHED) CB -Concrete Block PI -Point of Intersection CM -Concrete Monument POB -Pont of Beginning •PER F.I.R.M.PANEL NUMBER 12101C 0452F REBECCA ADEYEMI CONIC -Concrete POC -Point of Commencement LAST REVISION DATE 09126114 JACOBSEN HOMES PLANT CITY-FHS COV -Covered PP -Power Pole D -Descrlptbn PRC -Pohl of Reverse Curvature DE -Drainage Easement PRM -Permanent ReferekKe SURVEYOR'S CERTIFICATE DUE -Drainage&Utility Esmt Monument D/W _may R -Radius —— —NOTES------—' —RAO-':Radlel — —fHEREBY CERTIFY 1. p iF1A'f-THIS SKETCH OF SURVEY WAS MADE UNDER My AWMVreDedlaa hanaw_M_b=m�am o—Inge s ar �gtpa ESMT—Easement R&C Reber RESPONSIBLE CHARGE AND TO THE BEST OF NY KNOWLEDGE AND BELIEF SAID Nate FFE -Finished Floor Elevation RFD -Roofed SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA 2.In comotbnoo Me,FAC.61G17-6.00014{,If bweon of easamans FND -Found UE Utility Easement BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA riOMsok.yof ramrd,ouwr d�anuon rOmNed plats,is reammd.0n IP -Iron Pipe WM _Water Meter ADMINISTRATIVE CODE.FURTHER,THIS DOCUMENT IS ELECTRONICALLY SIGNED AND Wommeon mastlm la—de rs in m"ov,oraod rnavver L -Length(Arc) 4, -Delta(Central Angle) SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPTER a.N-vF. a m.,raramv Ia —mmmnod M -Measured _13- -WoudIPVC Fence urdemadmgmurnoted n�mbmswcw,aevorelomledquaasway, N&D -Noil&Disk SJ•170F THE FLORIDA ADMINISTRATIVE CODE. 5nkevomawbo noted NR -Nonaiakfial o -Chem Link Fence .Thbww"yeh.Idrmtbeumdforcons donpurpo— CHU -Overhead Utility Une s,Anywpucboomordmndatrpwtinuptbundiara ppmmrrale ORB Official Records Book DATE OF FIELD WORK: 06/09/20 - 7 Fr"wymts and wkaomveaenpst—m—aphy�lylorewl DATE SIGNED: 06/09/20 bydmd=dys 6.NbrummN..4 or set nnmlo shown Cafwptfdone oddnsmdor as note by(C) 9..A=- .obtAnna of ean•,*—veta trot fouMaronhom.(..(V (wWrbaadcsebte.(c aw yore0,00mr man(,urep l'h6000•. 11.FIV to t p y.h1( dta)en 10,000,1.9SURVEYOR'S NAME:BILL H HYATT LS4836 11 Fear"e,way.lypubl aneOm�y�ma"a,mawda�poon omedplodey DEAL LAND SURVEYING,LLC LB 8121 runtor1mm,coney rocard.I appl,trot mledordt,r"wNed plot. ar It ff4&m aamarraaaee.b rMke a t2,nondbital lamraympyprevued,awitt-if he nmy ppmdh DLS' FOR ALL INQUIRIES CONTACT: So.rnaageaamwybmmfteawcamplm"tmwmawaa"yreponrx. Deal Land Survaying,LLC NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE THIS SURVEY IS PREPARED FOR THE EXCLUSIVE 604 S French Avenue AND AUTHENTICATED ELECTRONIC SEAL USE AND BENEFIT OF THE PARTIES LISTED HEREON. Sanford,FL 32771 DATE REVISION DATE REVISION LIABILITY TO THIRD PARTIES MAY NOT BE 407-8783706 TRANSFERRED OR ASSIGNED. I INFOQdeallandsurvoying.com IY �4V\j 9 G U� Mcibite_Hoare Permit Worksheet Permit Number. Date: New-Ho-me "� Used Home ❑ >' .1 /Uc'�lc' /Installer:_ 1 �'f � c>rL� License# Home installed to the'Manufacturers Installation Manual Address of dome ZRAxe �� �J _ oi� Home Is installed in accordance with Rule 15-C being installed Single wide ❑ WInd,Zone ll ❑ Wind Zone 111 j r / Double wide Instaliation Decal Manufacturer rG�df �v. Length xutiridth C� / f Triple/Quad ❑ Serial#' !VOTE. if home.is,a single wide'flll;out one half of tfie bioching flan., ifhome is:a iriple,or.quad tWd6 skefch7n remafiid6rofhoine PIER SPACING TABLE FOR USED HOMES I understand Lateral kin Systems cannot be used on any hgme(new:or use ): wherethe sideievail ties exceed 5 ft 4 in. Load Fogter instaitees initials - . 16".x_16" 18112"x 18 20"x 20° 2Z x 22' .24"X 24" ,26"x 26" Typical,pierspacsng boating 5�Q (256) 112"(342) (400) (484r (576)" (676) 2 �7/i to eras caPacttY (s9 in) /J 1000_ sf 3 4' S' 6 __778 Show.locations of Longitudinal;and_Lateral:Systems 1500 sf `4'6" 6' T 8 8 (use..darklines to show:thesefocatiorts) 2000'13 sf' 8' 8' 6' 8 8 8' -7.6" 8' 8� g� 8 8 3000. sf.. 8: 8' 8' 8 8 8' 3 00: sf- 8' _ 8' 8, • interpplated from Rule 15C4-pierspacing table. PIER PAD S127ES �P9M NAME I-beam pier pad size Pad Size n 256 Perimeter pier pad size 16'.x 18 ---� -------------------------------------------------- -(requiredf _� --- � tl 8.5 x�18. 342 a )__-- Otherpierbp�sizes _:... 16 x 22. 60. ; v e mfsl.}- . 1 .x22 w the-a�yro x ,. •, - ,.;J. rp e,lacations of marriage 73 2 x 20..1, 400 Dra wmat +ivalfopenings.4 foot or-greater. Use this 1Z. 6.x S3 1 rnerc9ewn �rswir,nr-rh .ore;b�i�m��or.s�uie�sc symbol toshaw the piers. 7-: x2 2 446 2 .x 24. 676 List all.marriage wail openings.greater than 4 foot 26 x 26 676 and'their pier pad.sizes below. _ -ANCHORS-7-1 - ._'-_3--:--•i--,--:__:-�---i-,--S-;--- -;-�--:-i-:__;_• _•_.;.--?-:-;--- ---q--i'•'=`a'!'�T'=1- j i- ------ - �periiR�i-�._`___--____ ter-paC�SIZ2_--__- ,-_�_ _-.-,- - - -___----------_.---- -..._. ._. -is -2-"- -{---i-^'+-i _ ._�_•p i _:_L•-i._f #_i__e�i i r _i r.� j 1✓? i J� J JAL 4 ft 5 ft _S `-- j�--; i_i _=F. i ?- _..€ i ii t � 9•,_ � _•• r; ?e 3 i s / ! C� I i F _- - �' __�._`i °� "-r_•__ --s-t i I- --� -, .` : i- -F FRAME TIES i i i ? i i i i'--i -i-ii-�-••�•i .4 3 _ ! i i----=.i-i-•{--'-.: within 2'of end of home i_h -h-=- -1--? spaced at 5'4"oc —!.- -:i •;.--••ice-•-•� ` ` -► '- ( i s i : j i , } 3 -. TIED COMPONENTS `_ '"_'�—:-3 i_i i =. s =t-__ __s i i• 3 OTHER TIES ?�-�! ':i.._i!�it F'i�_-f--"-i: Ti -7-;=I- -ft-}ti���i i -Fa- I-•-i•�t `-;ii-i#°�--i_zt'�i 'l;= _i` i i_-_r`_^�'�`!-'.�`�'�"`'�i'--i[=:�ii3, � `f//!� kNumbe LongitudInal Stablain Device(LSD) SId6Waii Manufacturer Longitudinal Lon4itudinal5ta611zRg Device w/Lateral Arms Marriae wail Manllficturer SleaVail= Department of Growth Management Page 1 of 2 BF27 MH Permit Worksheet Building-Division Revised November 04,2010 PERMIT WORKSHEET Page 2 of 2 PERMIT NUMBER ,e repuatron R C ZIT --- - - --------------— ------ �_._—---- - --,- -- -- - - - -----.Debris and a- rclantc rnatenal wmoved- The pocket penetrometer tests are rounded down to psf Water drainage:Natural Swale Pad Other or check here 1b declare 1000 lb.soil without testing X G OYI) x C&aV X Leo FasteninN mu ti wide units —� �'r'L Floor: Type Fastener. ' I i r ;'Length: ,p Spacing: j., Watts: Type Fastener:f!)-rr�rrr Length: .?Y" Spacing: J Y ' POCKET PENETROMETER TESTING METHOD Roof: Type Fastener:;���+'ICJ Length: ?" Spacing: IS For used homes a min.30 garage,8"wide,galvanized metal strip f. Test the perimeter of the home at lecations, VAI be centered over the peak of the roof and fastened wits►gale_ 2. Take the reading at the depth of the tooter. roofing rails at 20 on center an both sides of the centerlina. • 3. Using 5001b.increments,take that lowest Gasket&ffidl ommorinn rcauiromontl reading and round down to that increment. I understand a property installed gasket is a requirement of all new and used homes and that condensation,mold.meldaw,and buelded mwdaga walls.are X�� �^I X 21 � a result of a poorly installed or no gasket being installed. I understand a strip V S of tape will not serve as a gasket. ° Installer's initials d�a� � Type gasket ��' Installed The results of the torque probe test is .70J—inch pounds at check Pg. Between Floors Yes here 8l-11, if you are declaring 5'anehars without testing . A test Between Walls Yes t-**' showing 2751nch pounds or less will require 5 foot anchors. Bottom of ridgebeam Yes Nate: A state approved lateral arm system Is being used.and 4 fL anchors are allowed at the skiewall locations._I understand 5 ft Weatherproofing anchors are required stall eentorfine tie points where the torque test reading is 275 or less and where the mobile home manufacturer may The bcttomhoard will be,repaired andior taped. Yes W", . Pg. Z Z requires anchors with 4000 I Yang capacity. Siding on units is ins glad to manufactuWa specifications, Yes, tnstallefs inilials Fireplace chimney installed so as not to allow tntmaion of rain water. Yes ALL TESTS MUST B6 PE t?RME/D LICENSED INSTALLER M s eous Installer Name /C7� / / ri��� $kitting to be Insbiled. Yes V1111 No Dryer vent installed outside of skirting. Yes✓ N1A __-----.-_.--_-_-.— --Data-Tested-.-------.--_ /`j�e_- _____�.._____ __ ___ -_._.Rangedownflow vent instatledoutsideafskirtfig'Y=Z---NiA_._._._.___-- Drain lines supported at 4 foot intervals. yes 1✓ Electrical crossovers protected. Yes V Other; tstearle� Connect electrical conductors befteen multi-wide units,butnotto the main power sour. This includes the lsondng who between mWbvvide ututa Pg. ,�91, Installer verifies all Information given with this pertrtitwarkshest. Plumbing Is accurate and true based on the Connect all sewer drains to an existing sewer tap or Salado tank Pg. ,�`� qI manufacturer's Installation Ins Lions a d o ft Connect all le 1SC-1�&2> potable water supply / G 2 p ppiy piping to an existing water meter,water tap,or other InstailerSignature Date Independent water supply systems. Pg. SUP02-04/23fl2 The l n e '_ OPTIMAL Aa1YJC 6LOIX wrmort� ' aPnaTu tmome5 aaavE erTus :; LLLLLR�,�,,!��LLLLLLLLLLL I LLLLLL .LLLLLLLLLLL aPca+u �T LLLLLL.LLLLLLLLLLLLL siarsu+'' I - LLLLLLLLLLLLLLLLLL GLL I_laP. LLLLLLLLLLLLLLLL - ' BEDROOM,#2 i �1 uto: �' BEDROOM #3 `J LLLLL_ � LLL.LLLLLuyNG'RooM_LLLLL oP1nx+A� _. 1. LL 10'-s^x 12-B" ndaRllcL LLLLLLLL4_o_x iz_-+�"LiLLLL' :I: to-o x tz-4• oox_eAT ' r � LLLLLLLLLLLLLLLLLL - � L Ly LLLLLLLLLLLLLLLLLLI 8 ' avnauT..�LznooiRL .•. r - tL LLLLLLL_,, ,,LLLLLLLLLL L, �LLLLLLLI LLLLLLL LLLLLLLLLLLL; uYT L: LLLLLLLLLLLILLLLLLLLLLLLLLLLL ' : .., .. 1-1- LLLLLLL LLLLLLLLILLLLILLLLL ;1_LLLLL LILL L I ;,;;rLLLLLLLLII l LLLLLL `sF LLL , `�t LLLLLLLL LL '. ,,, , L:L: 1 QV,I' LLLLLLLLLL LC IL,LLIL LLLLLLLLL' MASTER,-BEDROOM I '� I—�ra - F LLLLLLLLLL i -LLL,LL-� - �- - LLLL L LLLIDINir1c RP0M LL . 15'-4!X t2'-6• �a L'LLL J. IV Tit LL LL tL°°�°_�'?�L°� -aPn�17A1---- tAOW �^ • 'PONU5 L� u LLL L"L'L�rLL LLLLLLLLLL a 00 _L ; L LIWc LL LLLLLLLLLLL L1�L - I L�R� �LL LLLLLLLLLLLL . LLLLLLL ossra+�LIL ama+u ' oPT Dui-l: -_. asrolm 'mn"IL Tral M r� M- t1mm - 9 are - - - ` - ABOYF A901E D00T ._ - y i, 760, CHECK tVITHYOUR SALESPERSON i TO IDENTIFY OPTIONAL ITEMS THAT ARE ON THIS PRIM. -(28:X 58''-8"/60' INC. OPT PORCH)- ❑❑EIa 1,512; SQUARE FEET (1,583 W/OPT. PORCH) DONE] ❑❑❑❑ 600 Packard Court a Safety Harbor, Florida 34695 ■ Telephone (727) 726-1138 Mode' l IMP-69532-34948 JACOBSEN HOMES, www.jachomes.com/Floor—Plans. 2018 (ALL.SIZES ARE APPROX.) © 06-06-17 I� •tt t F'•6f t 'II'� LZ/t a i .tll t-dS r J".9 (fit tp} =DNttOA'O Wi mlt �t-A,S wl cotY I-- .9-At ...—— t xt — t I—A-bl U9p I . Ito I Chap All It Ln-szl noz•en•w Oj h—A-A9 q� e o� ®anove�mvt a H9iH.9S 577ttM TEkt n"IOIB �� •260�Ha'Si9-dW 1 0 lr�WOH N35HO7df .91'si-sia"H007d nX2 e A-.9 A-Af _ 515IH�Sac2 .7f4f-.t J/[ti3WU 537H8 V33m) 3� 58+11 ERVA 3Wd W111031111 (aU9/IM—t(--sA—wAd-Ll,, ' gh al-g m/sum I-Aa Aaa/1 il;v DO --al-,s-1 ———————————— tEHIt At3TmM4(Nt RiUi9 f—J, (bt t} qv _ s soma ----'---" ' qp --j It is fs t FA j3ry�n .69 .11•.!6 l II II e I II II I I .Pd '_-r 11 Fq 1 a i 4z 1 s 1 n yh It. Div u n 91UINIn ��w . I ti I �I na,7rc,,`' tif108 t4 L i I It I t yt it IN3010x 5 •r 301s HDIH xa>t.sr p� -- II I\ti of ni I �l � La �^'"� �ur"•i +~^a 2�7cc atarw+A Oct not 0 EB WDOH03H Z ——— WW , �r ZTfali cc yt sa — mn 11! r l I •i� t� ,. �-• a of=c� `�� `��,\ /j G l•a,mnvs .rts I 1 y j/ 1N \ j 3 /'rma xr} .watA H f \ � � I I •awa�mA .o-.1c / I / a/ffl'f t' � I O I � •Cll �, p ' I r9 AUl.b q l 'WH 91YIAIl I O I ltlN twamaaamxesroaea it / *nie9'dua. 2B W13OH03H . cJ I/ dr Odbsa3erta aumm �9C ——————— — ---,h/109xwlof-a---'--- 09%;ll es •— h/t os x.a/I 9f —•— ----A/I fix ,a1-- ii'H=HOOi3 a$ Inm.fus m"r euu rtivw 6t'H= TigM •�" „'1-.9t Alt t-M F1' —S-.tt A-At dit 9-,b1 .i/1 t-A nE-H— 30OH — 7/1 1-At?! 2(t of-,tz fIC el h' srvonua "Ann 8" cassnui.IVIA Z51 x He 36n �� sdaa coax .9 A•AI .all t•Z-1 Ulf .41 It-AI a/t h A S yl t•z z a/t t m yl t all of z a A-A� Terry L.Rhodes A SAFER Executive Director IDA - - - - - - - - -- - 2900 Apalachee Parkway HIGHWAY SAFETVAND MOTOR VEHICLES Tallahassee,Florida 32399-0500 www nLgmv gov MEMORANDUM TO: All Steel Telescoping Lateral Arm Manufacturers FROM: Wayne Jordan,Operations Services Manager,Manufacturedkitmking Section Florida Department of High Safety and Motor Vehicles DATE: August 6, 2018 SUBJECT: Elimination of Requirement for Supplemental Frame Ties and.Stabilizer Plates at All Steel Telescoping Lateral Arm Locations The Department has reviewed_some concerns expressed by several of the steel telescoping lateral arm manufacturers regarding the Department's requirement to install supplemental.frame ties and stabilizer plates on the steel telescoping lateral arm systems. In an abundance of caution,the Department required supplemental frame ties/stabilizer plates at each lateral arm location In June of 2002.After researching data from storm reports,the Department has found no evidence of the need for these supplemental frame ties/stabilizer plates. With this information in mind,the Department will discontinue the requirement for the supplemental frame ties/stabilizer plates at each lateral arm location. Manufacturers who wish to change their installation instructions to remove this requirement, must resubmit their last engineering report showing the whole house test without the use of supplemental frame ties/stabilizer plates. Upon receipt and review of the engineering report;the Department will remove the requirement for supplemental frame ties/stabilizer plates. Each manufacturer will be notified within two weeks of receipt of the engineering report.These reports must be sent to my attention at 5701 East Hillsborough Ave,Suite 2228,Tampa, Florida 33610. If the need arises in the future,.the Department may impose additional requirements to the steel telescoping lateral arm systems with a change to Florida Administrative Code Rule 1SC-1. • Service Integrity Courtesy Professionalism • Innovation Excellence An Equal Opportunity Employer 467 Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.olivertechnologies.com • Fax (931) 796-8811 OLIVER TECHNOLOGIES,INC. INSTALLATION INSTRUCTIONS FOR FLORIDA MODEL 1101 "Y"SERIES ALL STEEL FOUNDATION SYSTEM PAN&CONCRETE(revision 5/18) PATENT#6634150&OTHER PATENT PENDING .• FAi*,.. '•• •+e+++�I.1s i;;••••.�S.y��i s s .,. = • TV VCO.PO 2V4 .. STATE OF !� . ,��• R •+ •t O:. 10MCEVI Aug 24,2016 467 Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.oIlvertechnologles.com • Fax (931) 796-8811 OLIVER TECHNOLOGIES,INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101"V"SERIES ALL STEEL FOUNDATION SYSTEM MODEL 1101"V"(Steps 1-14) LONGITUDINAL ONLY:Follow Steps 1-9 LATERAL ONLY:Follow Steps 1-3 and Steps 10-14 ENGINEERS STAMP FOR CONCRETE APPLICATIONS:Follow Steps 1 S-18 ENGINEERS STAMP 1.SPECIAL CIRCUMSTANCES:If the following conditions occur-STOP!Contact Oliver Technologies at 1-800-284-7437: a)Pier height exceeds 48" c)Roof eaves exceed 16" e)Location Is within 1500 feet of coast b)length of home exceeds 76' d)Sidewall height exceed 96" INSTALLATION OF GROUND PAN 2.Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan(C). 3.Place ground pan(C)directly below chassis I-beam.Press or drive pan firmly into soil until flush or below soil then install pier per manufacturer's instructions or per Florida Regs. SPECIAL NOTE:The longitudinal"V"brace system may also serve as a pier under the home and should be loaded as any other pier. It is recommended that after leveling piers,and one-third inch(1/3")before home is lowered completely on to piers,complete steps 4 through 9 below then remove jacks. INSTALLATION OF LONGITUDINAL"V"BRACE SYSTEM(Model 1101 L"V") NOTE:WHEN INSTALLINGTHE LONGITUDINAL SYSTEM ONLY,A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED.SOIL TEST PROBE SHOULD BE USED TO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION.IF PROBETEST READINGS ARE BETWEEN 175&275 A 5 FOOT ANCHOR MUST BE USED.IF PROBETEST READINGS ARE BETWEEN 276&350 A 4 FOOT ANCHOR MAY BE USED.USE GROUND ANCHORS WITH DIAGONALTIES AND STABILIZER PLATES EVERY 5'4".VERTICALTIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICALTIE CONNECTION POINTS(PER FLORIDA REG.). 4.Choose one of the approved longitudinal tube installations;either Diagram A or B.Then select the correct square tube(E)length from the diagram for appropriate pier height at support location or cut and drill 1.5"square tube to achieve appropriate length. PIER HEIGHT 1.25" 1.50" PIER HEIGHT 1.50" (40"Min.- 45"Max.) Tube Length Tube Length 9/16"Dia.(562)hole 7 (40"Min.- 60'Max.) Tube Length 7 3/4"to 25" 22" 18" 1 "14 :...,::, 7777, „ 32'; ;:::18.:`:.' '.::.:: � 18 to 25 28 33"to 4l" 18" " " " S4 30 to 40 44 Diagram 0.7s� :36"•to'g8'',>'' ';: '. , 54b -:',.` : , Diagram B 5.Install(2)of the 1.50"square tubes(E)into the"U"bracket(J),insert carriage bolt and leave nut loose for final adjustment. 6.Place I-beam connector(F)loosely on the bottom flange of the I-beam. 7.(For Diagram A installation)Slide the selected 1.25"tube(E)into a 1.50"tube(E)and attach to I-beam connectors(F)and fasten loosely with bolt and nut.(For Diagram B installation)Attach the selected 1.5"tubes(E)to the I-beam connectors(F)and fasten loosely with bolts and nuts. 8.Repeat steps 6 through 7 to create the"V"pattern of the square tubes loosely in place. 9.Using standard hand tools tighten all nuts and bolts.(For Diagram A installation only,secure 1.25"and 1 .50"tubes using four(4)1 /4"-14 x 3/4"self-tapping screws in pre-drilled holes.) INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM(Model 1101 T"V") THE MODEL 1101"V"(LONGITUDINAL&LATERAL PROTECTION)ELIMINATE5THE NEED FOR STABILIZER PLATES&FRAMETIES. NOTE:THE USE OFTHIS SYSTEM REQUIRES VERTICALTIES SPACED AT 5'*'. FOUR FOOT(4)GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. 10.Install remaining vertical tle-down straps and 4'ground anchors per home manufacturer's Instructions.NOTE:Centerline anchors to be sized according to soil torque condition.Any manufacturer's specifications for sidewall anchor loads in excess of 4,000 lbs. require a 5'anchor per Florida Code. 11.Select the correct square tube brace(H)length for set-up lateral transverse at support location.The lengths come in either 60"or 72"lengths.(With the 1.50"tube as the bottom tube,and the 1.25"tube as the Inserted tube.) 12. Install the 1.50 transverse brace(H)to the ground pan connector(D)with bolt and nut. 13. Slide 1.25"transverse brace into the 1.50"brace and attach to adjacent I-beam connector(I)with bolt and nut. 14.Secure 1.50"transverse arm to 1.25"transverse arm using four(4)1 /4"-14 x 3/4"self-tapping screws in pre-drilled holes. PM-1 PATENT#6634150&OTHER PATENT PENDING Revision 08/23/18 T 467 Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.olivertechnologies.corn • Fax (931) 796-8811 INSTALLATION USING CONCRETE RUNNER/FOOTER 15. A concrete runner,footer or slab may be used in place of the steel ground pan. a) The concrete shall be minimum 2500 psi mix b) A concrete runner may be either longitudinal or transverse,and must be a minimum of 8"deep with a minimum width of 16 inches longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete(see below). c) Footers must have minimum surface area of 441 sq.in.(i.e.21"square),and must be a minimum of 8"deep. d) If a full slab is used,the depth must be a 4"minimum. Special inspection of the system bracket installation is not required.Footers must allow for at least 4"from the concrete bolt to the edge of the concrete. NOTE:The bottom of all footings,pads,slabs and runners must be per local jurisdiction. LONGITUDINAL:(Model 1101 LC"V"1 16. When using Part#1101-W CPCA(wetset)simply install the bracket In runner/footer OR When installing in cured concrete use Part# 101-D-CPCA(dryset).The 1101 (dryset)CA bracket is attached to the concrete using(2)5/8"x3"concrete wedge bolts(Simpson part# S162300H 5/8"X 3"or Powers equivalent).Place the CA bracket in desired location.Mark bolt hole locations,then using a 5/8"diameter masonry bit,drill a hole to a minimum depth of 3".Make sure all dust and concrete is blown out of the holes.Place wedge bolts into drilled holes,then place 1101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts.Take a hammer and lightly drive the wedge bolts down by hitting the nut(making sure not to hit the top of threads on bolt).The sleeve of concrete wedge bolt needs to be at or below the top of concrete.Complete by tightening nuts. LATERAL:(Model 1101 TC"V") 17. For wet set(part#1101-W TACA)installation simply install the anchor bolt into runner/footer.For dry set Installation(part#1101-D-TACA) mark bolt hole locations,then using a 5/8"diam.masonry bit.drill a hole to a minimum depth of 3".Make sure all dust and concrete is blown out of the hole.Place wedge bolts(Simpson part#S162300H 5/8"X 3"or Powers equivalent)into(D)concrete dry transverse connector and Into drilled hole.If needed,take a hammer and lightly drive the wedge bolts down by hitting the nut(making sure not to hit the top of threads on bolt),then remove the nut.The sleeve of concrete wedge bolt needs to be at or below the top of concrete. 18. When using part#1101 CVW(wetset)or 1101 CVD(dryset),install per steps 17&18. Notes: 1.LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2.[�=LOCATION OF TRANSVERSE BRACING ONLY 3 K1 =LOCATION OF LONGITUDINAL BRACING ONLY 4.93—=TRANSVERSE AND LONGITUDINAL LOCATIONS ALL WIDTHS AND LENGTHS UP TO 52' Ell 11 111 ALL WIDTHS AND LENGTHS OVER 52'TO 80" HOMES WITH 5/12 ROOF PITCH REQUIRE:PER FLORIDA REGULATIONS 6 systems for home lengths up to 52'and 8 systems for homes over 52'and up 80'. PATENT#6634150&OTHER PATENT PENDING Page Revision 08/23/18 I-Transverse Arm,I-Beam Connector I-Transverse Arm,I Beam Connector 4-TACA Part#1101- H-Transverse Arm H-Transverse Arm Part#1101-W-TACAnotshown Top(1.251 Top(1.25y Bottom(1.5') Bottom(1.5'1 1 Cement Block I ICMU-Pier Omitted 1 Omitted l I t.For Clarity D-Concrete Transverse For clarity D-Pan Transverse Connector y Connector L C-Concrete Slab/ _� C-Ground Pan ti ' Footer 18 Max•` Anchor Bolts Model#1101 T"V" Model#1101 TC"V" Florida approved 4'ground anchors may be used in all locations except where home manufacturers specifications for sidewall straps are in excess of 4,000 lbs.These locations require a 5'anchor.Per Florida code. C=GROUND PAN/CONCRETE FOOTER OR RUNNER D=GROUND PAN/CONCRETE U BRACKETS TRANSVERSE CONNECTOR(connects with grade 5-1/2"x 2"1/2"carriage bolt and nut) E=TELESCOPING V BRACE TUBE ASSEMBLY(1.5"TUBE BOTTOM AND 1.25"TUBE INSERT)OR 1.5"TUBE F="V"BRACE I-BEAM CONNECTOR ASSEMBLY H=TELESCOPING TRANSVERSE ARM ASSEMBLY =TRANSVERSE ARM I-BEAM CONNECTOR(connects with grade 5-1/2"x 2"1/2"carriage bolt and nut) J=V PAN BRACKET(connects with grade 5-1/2"x 2"1/2"carriage bolt and nut) I-Transverse Arm,I-Beam Connector F-"V"Brace 1-Beam H-Transverse Arm Connectors Top(1.25) Bottom(1.5") Part#1101 D{PCA Part#1101 W-CPCA not shown D-Pan Transverse Connector _ — /Concrete Transverse Bracket • o C-Ground Pan /Concrete Footer -Pan V Bracket/ Concrete V Bracket E-"V°Brace Tube(1.5") � � � 1 Part#1101 CVD Model#1101"V" Model#1101 C"V" Page 3. PATENT#6634150&OTHER PATENT PENDING Revision 08/23/18 PRIMM & SMJP VERTICAL VINYL SKIRTING ( components installation y ♦--- WALL TOP FRONT Snaps into top back to hide screws and panel cuts TOP BACK , FLOOR Attached with 314"screws 16"apart VENTED PANEL 3.9 Imes per foot of ventilation .4 BLOCK SUPPORT secured to top back and bottom rail with 3/4"screws 16"o/c GROUND A01W-` a.11J ,.,� . BOTTOM TRAC Attached o ground with 7"galvanized nail 19"o/c If sandy soil, then attach to ground 8.5"o/c *ALL PANELS ARE ACCESSIBLE BY REMOVING TOP FRONT AND PULLING UP ON PANEL Vinyl skirting installation Here's everything you'll need to add that finishing touch to any foundation,ABTCO Vinyl Skirting is engineered to fit together precisely,for a professional installation every time. Installation is quick and easy Before you begin your skirting installation,you will need to gather a few household tools: Hammer,chalk line,tape measure,tin snips or aviation snips,and plumb bob. "FIR°,MAN'", T254 MV C?A:` -'�. rr z;: :,v- W�'.�AR z�f'l4`€: ,�1 gX:�1�A;7z •T...,fib, 1.Install the vinyl ground channel directly under the outside 2.Install the back skirting trim.Snap a chalk line at the bottom of edge of your home,using galvanized nails.Use a plumb your home to mark the position for the back skirting trim.Nail the bob to determine exact location, trim pieces to the home using the nail slots.Make sure you place the nail in the center of the slot and do not hammer tightly. f: ,'f°i r 'ti;• ..i"}���r�-• O;.7y - iY'Ai�:' 'ev.J��1��.: ,`::N to r�-��;;:�" •:,., `�":�.,. 3.To go around corners,bend the back skirting trim at the 4.Measure the skirting panels to the proper height,subtracting 1/4" comers of the home and continue nailing.Do not cut. for expansion.Cut the panels to size,using tin snips.Slide panels over the back skirting trim and into the vinyl ground channel, interlocking the panels as you install them.To form corners,bend but do not cut the panels. i i/8' ie `v 6.a)Cutting outside corners. 6.b)Cutting inside corner {' Determine the location of the cor- To cut the front skirting trim for ner and cut a 5118"section from inside comers,cut out a 1"or 2"tab 5.Snap the front skirting trim into place to hold panels the top edge of the spring lock. in the top edge of the spring lock securely.To form comers,do not cut the panels,notch In the center,cut a"V"3/4"deep and make a small"V"cut through and bend the panels.Follow the special guidelines shown and 1 1/8"wide at the top edge, the bottom lip.Bend and snap the in illustrations 6a and 6b to finish the skirting trim at the and a small"V"cut at the bottom, trim piece into place. corners. Bend the front skirting trim and snap it into the comer, ABTCO_ r " HANDRAIL GRIP SIZE STAIR AD ' RI FNc e THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCFLES. THE RISER 1 _2; SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. 111 8 W 1�•.2• I OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE > i AA THAN 30 INCHES,AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE Do NOT g �, W - H _ PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. �a6N 31 W R f F W \! � A' is �s � THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. il$TREAD DEPTH SHALL BE E aa EDGE. fit min' _ MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION f OF E THEAGRREATEST TREAD JACENT TREADS DEPTH BflHIIN ANY FLIGHT OF STAIRS SHALL NOT RIGHT ANGLE TO THE TREADS GEXCETD THE 39 p Q SMALLEST BY MORE THAN 3/8 INCH. S 16 � rc NONCIRCULAR CIRCULAR RECESSED egg I J THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 8/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES PDrimnlor.4"-6A'' Perimeter:>6," SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS.A NOSING IS NOT REQUIRED WHERE 7HE TREAD DEPTH IS A MINIMUM OF 11 INCHES. *HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH THE GUARDS MAYBE W1w0,AWMINUM,VINYL OR EQUIVALENT. CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. *HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. *''0•n'P T. 5/4" X 6 BOARD RAIL CAP *HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH s'-d MAX OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE OPENINGS SHALL NOT ALLOW FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. THE PASSAGE OF A 4" DIAMETER SPHERE 3'-0'LANDING FE3GHT-5 S1EPs(HAN.J HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL a'-0"LANDING HE3GHT-T STEPS(MIN.) HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL 2 X 4 TOP &BOTTOM ATTACHED TO 5'-0'LANDING HEIGHT-B STEPS(MIN.) AND THE HANDRAILS. TO POSTS WITH (2))y8 WOOD SCREWS ON INSIDE FACE. 2 X 2 BALUSTER OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" SPHERE 4-3/e" TO PASS THROUGH. WOOD SCREWS FOR RIM JOIST TO POST STAIR AND LANDING WLMINARON REQUIRED CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. Slip LANDING FLOOR FASTEN ATTACH %MOTTOM IN. (1)#8 WOODTSCREW OR EQUIV. TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2-SIDS WOOD SCREWS OR EQUIV. AT 12' O.C. STAGGERED SCREW PATTERN .T. 2X6 CONCRETE OPTION, » IF STEPS ARE INSTALLED ON DUSTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING 2X6 P.T. LANDING CONSTRUCTION CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT. 16' O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR 2!W/TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING o 2 o (EACH SIDES OF LANDING) USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EQUIV. X_ Fsm. (1) 2 X 6 P.T. ATTACHED TO POSTS USING(5) 16d NAILS OR EQUIVALENT AT EACH a E 2X6 TO POST CONNECTION. These plans and sFFedflcatlons co wIN seclbn 301, of the Drawing Number. 201)F6C-Residenllal(61h&IIII-) s.,� V ULT-ULTINATE DESIGN WIND SPEED-Tee MPH STAIR VA50=NOMINAL DESIGN WM SPEED=124 MPH CONSTRUCUON NOTE: (TABLE 160ea1) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 43"am NSA) ALL DfMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. s"me En swm,gswe, ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER 316Ske Wal.Scenles,cHry Ste toD la FL'33853 9185.SomlcMry,9"100 ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL On=863.5835880 I=1-666.865.2044 ©cd, mrr City of Z.ephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ! 9" /J -S M LSc v Date Received: a U y a7 d Site: l00/ 7 Permit,Type: Mob i /-Q Ho y-u j 7 I/,11' 1 Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) a \ Parcel ID 03-26-21-0130-00000-0640 (Card: 1 of�\ Classification 00000-Vacant Mailing Address Property Value `1 ADEYEMI REBECCA SETTLE Ag Land 1915 COCO MEADOW CIR APT 208 Land BRANDON, FL 33511 Building Extra Features Physical Address 6014 ZEPHYR RIDGE DRIVE, ZEPHYRHILLS, FL 33542 Just Value $22,. Assessed (Non-School Amendment 1) $20,65 Legal Description (First 200 characters) \ See Plat for this Subdivision Non-School Taxable Value $20,690 ZEPHYR RIDGE PB 26 PG 78-80 LOT 64 School District Taxable Value $22,200 Jurisdiction Warning: A significant taxable value increase may occur when CITY OF ZEPHYRHILLS sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 1 of 1) Line Use Code Description Zoning Units Type Price Condition Value 1 0200V LP1-1 Mobile Home Sub OOM1 6,000.00 SF $3.70 1.00 $22,200 Additional Land Information Acres Tax Area FEMA Code Res Code Com Code Condo Code 0.14 30ZH X ZIDE ZLDE ZIDE Building Information (Card: 1 of 1) Unimproved Parcel Extra Features (Card: 1 of 1) Line Code Description Year Units Value No Extra Features Sales History Previous Owner: ROOTS LINDA & ROOTS LAWRENCE Mon_th/Year Book/Page_ Type DOR Code Condition Amount 07/2020 10139 / 3418 Warranty Deed 01 Improved $17,000 01/2020 10035 / 3709 Probate (Civil) 11 Vacant $0 11/1994 3361 / 0112 Warranty Deed Vacant $9,300 05/1994 3294 / 0902 Warranty Deed Vacant $0 08/1987 1633 / 0186 Quit Claim Deed Vacant uvsTR#2020136361 OR 3K 10160 PG 3335; Page 1 of 1 08/20/2020 08:25 AM Rcpt:2195216 Rec:10.00 IDS:0.00 IT:0.00 rrikid AlvarezSowles,Esq.,Pasco County Clerk&Comptroller 14tkm 6LBOAI% ALL FLORIDA PERMITTING t38t5 E.US HM e2 DOWA FL 33527 Permit Number Parcel Number =�ZIp= = D=r�t2QOD� de NOTICE OF' COM.ME.NCEMENT State of FI Ida County.of J)q.5C,p THE.UNDERSIGNED hereby fllves notice that improvements wtf be made to certain real property,and in accordance with Section 713,of the Florida Statutes,the fdlor&o inform don is provided in this NO110E OF COMMENCEMENT, 1.Description of property(feptdescription): 2r-d Ao 7- to V _ a)$treet Uob)Address:. 2-General description of keprovemonb: — _1.'►'1 faD En e I t�S air d[� '..r__,._-� . 3.0wnor Information or Losses Irdorrnation if the Lessee conlroded for the improvement: a)Nerve and address: ( _ez_a Ad t�14 L(A&t e_)co t'Yl4 j�1 Ct,.y b)Nerve and address of foe simple titleholder Of different the or iisted,alloys) ree u�rl2csn c)Interest in property: 0LO Niy- 4.Contractor Information - a)Nameand address: 10A& D_�s � ✓��- .�z�r b)Telephone No.: . o- 51 Fax No.:(optional) _ 33@��! •.• 6.5urety(Ifapplicable,a apy of the payment bond is attadted) a)Name and'address: b)Telephone No.: c)Amount of Bond S.Lender /'������� , �1 a)Name and address p�Q l�V/1�4o- 5Lec t m I�r,��•, a 5S'�s b)Telephone No.: _ �Q(SW► T1E 7.Persons whin the Stirle of Florida designated by Owner apori whom notkes or other documenlo may be served as provided bySecliod 713.13(1)(a)7.,Florida Statutes: a)Name and address:. b)Telephone No.: Fax No.:.(optional) . 8.0.1111 addition to himself or herself,Owner desigreates __ A of to receive a copy of t o!lends Notice as provided in Seclievi 719.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Owner. _ 9.Expiration date of notice of commencement(the expirationdatu may not be before the completion of consWction and final payment to to ccritracior,but will be 1 (ear from the date of recording udess a different date is specified): ;20 WARNING TO OWNER:AVY PAYMENTS MADE BY THE'0181NER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEM5P!ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER70,PART I,SECTION 713.13;FLORIDA STATUTES;AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION:IF YOU,INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COh1MENCING WORK OR RECORDiNCI YOUR NOTICE OF COMMENCEMVIT, �010=1- Cr smloaseae(AvtlarhedOfrbedDMc(dAortnarlManeger) ( 'tidame�a Pcovida namyei 1DNOe) State of da �1 County of The to erg irahmtment wit,acknowledged before me this __�Q day of Gc 57'-T,_- ,20 A (Noma cf ft") (Waf authud'ty,...a g.officer.trustee.�tomey M fee!! far _ ��SI�VLt (name.of party onbehalrofwhominstnrmeM was eo wted). Personally Knownm produced ID ❑ ' ' Type of ID _ Notary Signature— 2ptrA„?�s�' KITINA A BLOOM Prtft name _ * „MYCOWNIOUGG071106 �< E)(PIRES:Fe ngg25,2021 Hofotc�'�3ordedThruBud0Notaiy8&vbs F P PASCO COUNTY Receipt Date: 04/1112016 aSC BUILDING CONSTRUCTION SERVICES Receipt Number: 1983079 1 1 8731 Citizens Drive COUNTY FLORi A Suite 230 OPEN SPACES.lhnwwr PLMTS. New Port Richey,FL 34654 727-847-8126 ** NOT A PERMIT ** Paid By Check# CC Auth# Cashier ID Workstation Check 7902 LMESSICK BCCCP34W Fee Description Amount Paid Impact Fee Residential Solid Waste Single Family 22.95 Total Payments: $22.95 Pavor Address Phone BIG DADDY MH 6014 ZEPHYR RIDGE DR CITY OF ZHLLS PERMIT#513 Comments.• 032621013000000W40 While you will be paying your bill with Pasco County Building Construction Services,the full amount of the credit card or etheck fees,NOT shown above,Is collected by Rrst Billing payment services. myreports/reports//PASCOPROD/PASCO/Customer Receipt 00pt Print Date: 08/20/2020 Page 1 of 1