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19-20813
j. CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20813 ' MOBILE HOME SET-UP PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20813 Address: 37634 COREY LEWIS AVE Permit Type: MOBILE HOME ZEPHYRHILLS, FL. Class of Work: MOBILE HOME SET-UP Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0170-00000-2240 Improv. Cost: 20,900.00 OWNER INFORMATION Date Issued: 2/19/2019 Name: LUKSCH, ROBERT & NANCY Total Fees: 7,631.64 Address: 2800 NW 15TH ST Amount Paid: 7,631.64 - CAPE CORAL FL 33993-4863 Date Paid: 2/19/2019 Phone: Work Desc: INSTALL NEW MOBILE HOME 28 X 57 CONTRACTORS APPLICATION FEES ALL FLORIDA MANUFACTURED HOME S MOBILE HOME-E-L-E-C-T-RTCAL 45.00 SEWER CONNECTION MOBILE 1,045.00 LILLEY AIR CONDITIONING INC MOBILE HOME SET-UP 65.00 WATER CONNECTION MOBILE HC 505.00 ALL FLORIDA MANUFACTURED HOME S MOBILE HOME MECHANICAL 45.00 MOBILE HOME PLUMBING 45.00 LILLEY AIR CONDITIONING INC TRAFFIC IMPACT FEE 99% 3,595.68 TRAFFIC IMPACT FEE 1% 36.32 FIRE IMPACT FEE 273.00 POLICE IMPACT FEE 254.00 PUBLIC SAFETY 5% 26.35 PARK FEES MH 573.73 WATER METER RES 3/4" 473.78 IRRIGATION METER 473.78 IRRIGATION CONNECTION 175.00 b� P "Ins ection a uired MOBILE HOME SET-UP MOBILE HOME ELECTRIC MOBILE HOME A/C MOBILE HOME PLUMBING FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553c80(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 may be 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 The payment of inspection fees shall be made before any further permits will be issued to the person owning same Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances NO OCCUPANCY BEFORE C.O. 6�( L f wl� CON CTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO 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 II ( � // '� Date Received 1 Phone Contact fog Permittin 1 `4 i Owner's Name p� Yl C Owner)Phone r�N�Jumbe Owner's Address a D 03 U� 5}h vV � e- Ownneer`Phone ber Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address)) JOB ADDRESS LO `t L-Q 110 t S RV LOT# SUBDIVISION Q >d` Z PARCEL ID# Q S Q t / OtM 3 0 r (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW COSTR e SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE L= SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME Q ( STEEL Q i p n DESCRIPTION OF WORK Y�� -VQ- � 'i S b CJ.�L BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ j VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ 1 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. PLUMBING $ `JV V MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �C�r^ CCF Z P =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY \ rn J SIGNATURE �-r' p� REGISTERED YIN N FEE CURREI Y/ Address L �vcJ License# ! ELECTRICIAN COMPANY U.\ 'f� a SIGNATURE ( � REGISTERED Y/ N FEE CURREK Y/N Address 1y Kve.. �} l License# I E Q/) , PLUMBER COMPANY � C m�� SIGNATURE !n REGISTERED Y/ N FEE CURREN Y/N Address Q p �;rW-a License# I �j s MECHANICAL COMPANY 1 llRC SIGNATURE \ REGISTERED Y/ N FEE CURREEN Address 1 r � '�e License# l� O S OTHER COMPANY SIGNATURE REGISTERED YIN I FEE CURREN L Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111 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 subdivistonsharge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. _■ . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C - Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the o4✓ner 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 Co my Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not propirly 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 understandsl that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Irk pact 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 irj 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 copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department o 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 belin 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 ManagementDistrict-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative SerSices/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 (nder the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineereddrainage plan is required. If I am the AGENT FOR THE OWNER,I promise in goo 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 lissuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or v;olations 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 OFF MMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subso ibed n b d swor r rim n to ed)befor a is Y ��' t Who is/are personally known to me or has/have produced Who is/are pe s�n o e or has/have produced as identification. as identification. 1 Notary Public —w—Lt ry Public U Commission No. (Commission No. —y., Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped , ;yq.1 '.q; L JENE BLACK MY COMMISSION N FF 243095 ;o; EXPI RES:October 20,2019 u: °' Eonded ThN Notary Public Underwriters ':ssuansr• City of Zephyrhills . BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 4- Date Received: / — Site: 3 7� Lv�YA(e Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ r 1 / s1)1d117A6oWaG�L� This continent shee all be kept with the permit and/or plans. Kalvin itzer-Plans Examiner Date Contractor an Homeowner (Required comments are present) Plan Review Modular Home Set-ups and Aluminum Packages I)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 with section 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; mechanical or framing is to be .covered without inspection and approval first. 7) R.O;W. Use permit required for driveways on ,public streets: 8)At least 1.0' separation between other units in unplatted locations. 9)All work shall comply with the F.B.C, 0 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 Due to a software conversion, changes in ownership and sales may be delayed. Data Current as Of: Weekly Archive -,Saturday, January 12, 2019 Parcel ID 34-25-21-0170-0000.0-2240 (Card: 001 of 001) Classification 00 - Vacant Residential Mailing Address Property Value LUKSCH ROBERT P &NANCY E Ag Land $0 2800 NW 15TH ST Land $26,420 CAPE CORAL FL 33993-4863 Building $0 Physical Address Extra Features $0 37634 COREY LEWIS AVENUE ZEPHYRHILLS, FL 33541 .Just Value $26,420 Legal Description (First 4 Lines) Assessed (Non-School Amendment 1) $26,420. See Plat for this Subdivision GRAND HORIZONS - PHASE THREE Taxable Value $26,420 PB 53 PG 120 LOT 224 OR 9650 PG 2503 Jurisdiction City of Zephyrhills _ Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value 1 0200 1 MBL HM SUB OOM1 —j 6,000.00 ;-- SF—� 4 40 1.00 $26,400 2 020— 0 I MBL HM SUB I OOM1 ( 37.00 SF $0.55 1.00 $20 Additional Land Information FEM Acres !` 0.14 Tax Area 30ZH Code Residential Code j GDHZLPI I I 1 Building_ Information - Use 00 _ Unimproved (Card: 001 of 001) Unimproved Parcel 00 - Unimproved _ Extra Features (Card: 001 of 001) _ _ Line Description Year Units Value No Extra Features Sales History - See All 5 sales Previous Owner: KOVANDA MICHAEL CHARLES & Month/Year Book/Page :Type DOR Code ,Condition Amount — _ - 12/2017 �_9650 / 2503 --j Warranty Deed j 01 { Vacant $2�0,000 ~� 06/2006 _(= 7061 / 0548 l Warranty Deed ��Vacant l Multi-Parcel Sale 12/1995`� [ 3508 / 0207 Warranty Deed j`-u� - Vacant I Multi-Parcel Sale ' lo) rS O>zn > �n ®o.o m e- o—�m r^ �.. co m0. CO) m�. 30 16 Or �jp I. �) mnC77 . � L L L L'"" L L nwrRV O O nr,. • O L L i 3 L•! }""I _LLLLL L L LL LL Q i LLL L, _LS�LI r LL _L L urtn LBONus L—LLL LL _LLLLLL�LLLL�r,F - KITCHEN - °y°p LLLLL LLLL �LLiL��L L LL = LF+�M_ ILLLLL'��LN _LL LLpININGRCmM LL LLL F LLL LL�i LLL LLLnroa' LL L L `\ �_ c LLd-r.I'N i L LLL LLL L �L L LL LLL Ll LLL-LLILLLL 'LLL & LLL ®® L L L LLLLLLLLLL LLL L LLL L LL -` LLLLLLLLLLLaM LLLLLLLLLLLLLL ILL LLL � n" LLLLLLLLLLLLLLLLLLLLLLLLmmAL LLLLLLLLLLLLL : °°"S ca rl Z -LLLLLLLLLLLLLLLLLL.LLLLLLLLLLLLLLLLLLLLLL. I I I I I 1 1 1 I I I I I - LLL L l.) L LLL MASTER BEDROOM LLLLL L rKem,l_L IA•0 x13'-5' LLLLLLLDO DOLL LLLLLLLLLL - �---�- �� uVINGROOM LLLLLDEN LLLL ,r-sx,r-lo LLL,ia xlz c' .LLL BEDROOM02 Z LLLLLLLLLLL Ir-s x,o-r _LLLLLLLLLL _LLLLLLLLLLL LLLLLLLLLL Z 7' LLLLLLLLLL jOo Po tS 4 F NC rv, _ �t 15�0 t EXCLUSIVE DEALER; ooao DONE] aIU!o 000a 1;:111r St 0 coBSEN HOMES . . .., Thee "Key KEY FEATURES: • 2 eedraomslDen ,e 1-rrrrrrr. rrrr rrrrr -rr.rrrr •-2 Fu,1,t Bettis 1; rFF—F, rr-r-r • Greai Room/Open Plan r: lrrr'fr'rro_o�rr[` large Eat=iri;Kitchen r -rr. rrr rrrr;:. Custom Cabinets,&.Upgrade z rrr-r-r �rrrr; r __ -' � X� rrr-rl-rrrrrcr AppliancePackage N�. , oa- rrrrrrrrrr Very_Large Bedrooms 0 rrrr-r rr-r Glamorous Master Bath w!2 rrrr Sinks&Linen Cabinet rrr. IF I :. -rrl� r s Walk-in Clo§efs::, r�"-J, ,.rr rrr rr O : i rrr ra-r r7r-rrrFF2.F � Jacobsent Standard.Features FFFL F�rr-1, rrrrrrr_r=- r . r-rrrr rrrr :, rrrrrrrr-rr rr rrrrrr-,r .rF rrrr, , • Fiber lass Shin le Roof . rrrrr%.rrr ;rr- rrr l 9 :.9::. ...,:- rr r-rr-ti o.rr-r . rrr Wood Sheathin Exterior Walls rrF, Z rr .r. rrrr r-rrrr rrr r-rr-rl-rrrr-r i • Truss Roof Rafter S stem, r.rrrrrr . og I. Y r.rrrr:- rrr �rr-rrrFrr rr'$rr-rrrr-��$_ • . Insulated_ Flex-Duct-System -rrrri- rr r. rr ,Ventilated Roof Cavity Vinyl Lap.Siding rrr • 2"x 6" t -i6nior.Vllalls rr' • 2"x 4" lhteriorWalls a rr f. • Double Marriage Walls-. . o g rr Y: � 3 rr E Decorator Gypsum Interior Walls - • Reinforced'Pol " iri 1 Bottom Board rr rr Q Yv Y 1-rrr . .rpZ rrr�, I; • SolidSfeel _1-Beam Frame rr rtI • Tie-Down Connectors rrr • Shut-Off Valves on all Sinks and.Commodes rrrl, $rrr r. FFF SPECIFICATIONS: _- rI I- :. Square Feet: 1,520 rr Dimensions: 28'x 57' rrr SETUPS AND LANDS APING MAY VARY.ALL SIZES ARE APPROXIMATE fND NOT SHOWN TO SCALE 35162 State Road,54 W Zephyrhills,Florida 33541 •Office(8l3). 88-3300 www.suncrestsales.coin ! email; sales@suncrestsales.co QrtCl,ar ", 'n 5,411 o4c. Cie El LLI- _Nc. -0 1,�! _ � 'vim � 'f•�' 467 Swan Ave • Hohenwald,TN 38462 s.(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 s . 0. 02,12 . .. � Y . .S .. .. TATE OF • t� 41; Aug 24,2018 AL 467 Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.olivertechnologi6s.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 15-18 ENGINEERS STAMP 1.SPECIAL CIRCUMSTANCES:If the following conditions occur-STOP!Contact Oliver Technologies at 1-8007-284-7437: 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 a6 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 W"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.SOILTEST 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"-.VERTICAL TIES 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" (400 Min.- 450 Max.) Tube Length Tube Length 9/16"Dia.(.562'1 hole 7 (40'Min.- 60°Max.) Tube Length 7 3/4 to 25" 22" 18" " 24 3/4'•to 32.1,/4"_.'::: 32 f. o.7s^ a... 18' ; .° _:. AE 1 . 18"to 25" 28' 33"to 41 �� 18" 24"to 39..",. 18..: ';::. . P 30"to 40" 44 DiagramA 0.75-� 36"to48."f,. 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 W"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)ELIMINATES THE NEED FOR STABILIZER PLATES&FRAME TIES. NOTE:THE USE OFTHIS SYSTEM REQUIRES VERTICALTIES SPACED AT 5'4'. FOUR FOOT(4')GROUND ANCHOR MAYBE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. 10.Install remaining vertical tie-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. Page I PATENT#6634150&OTHER PATENT PENDING Revision 08/23/18 467 Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.olivertechnologies.com • 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") 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 Y! 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 ISTHE ACTUAL BOX SIZE 2.Ll-=LOCATION OF TRANSVERSE BRACING ONLY 3 ® =LOCATION OF LONGITUDINAL BRACING ONLY 4.KJ=TRANSVERSE AND LONGITUDINAL LOCATIONS ALL WIDTHS AND LENGTHS UP TO 52' 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 2 Revision 08/23/18 I-Transverse Arm,I-Beam Connector I-Transverse Arm,[-Beam Connector B Part#1101-D-TACA H-Transverse Arm H-Transverse Arm Part#1 101-W-TACA not shown Top(1.25'1 Top(1.25) Bottom(1.5') Bottom(1.5) Cement Block I CMU-Pier Omitted I Omitted LForClarity J D-ConcreteTransverse LForClarity I J D-Pan Transverse Connector y Connector < C-Concrete Slab/ 1B"Max.` Footer 12 , C-Ground Pan 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 BRACETUBE ASSEMBLY(1.5"TUBE BOTTOM AND 1.25"TUBE INSERT)OR 1.5"TUBE F="V"BRACE[-BEAM CONNECTOR ASSEMBLY H=TELESCOPING TRANSVERSE ARM ASSEMBLY I=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) -Transverse Arm,I-Beam Connector F-'V"Brace I-Beam H-Transverse Arm Connectors Top(1.25'1 Bottom(1.5") Part#1101 D-CPCA Part#1101 W-CPCA not shown I D-Pan Transverse Connector _ /Concrete Transverse Bracket o ' o C-Ground Pan /Concrete Footer -Pan V Bracket/ Concrete V Bracket E-"V"Brace Tube(1.5") � � Part#1101 CVD Model#1101 "V" _ Model#1101 C"V" Page 3 PATENT#6634150&OTHER PATENT PENDING Revision 08/23/18 Terry L.Rhodes r,•.:,::.._.; A SAFER Executive Director - - - - - - - - _ - - - - - - - 2900 Apalachee Parkway HIGHWAY SAFEI"1''AND MOTOR VEHICLES Tallahassee,Florida 32399-0500 www.Rhsmv.gov MEMORANDUM TO: All Steel Telescoping Lateral Arm Manufacturers FROM: Wayne Jordan, Operations Services Manager, Manufactured tng 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 theneed 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 15C-1. ------------------------------------------------------------------------------------------ • Service • Integrity • Courtesy - Professionalism • Innovation • Excellence An Equal Opportunity Employer Subject: RE: Oliver Technologies Revised Installation Instructions Jordan, Herbert<HerbertJordan@flhsmv.gov> Fri, Aug 24, 11:37 AM (3 days ago) to Brian.Valente You are vievring an attached message. Gmail can't verify the authenticity of attached messages. Brian, The department has received Oliver Technologies engineering report showing Oliver Technologies All steel Foundation Brace System.Model 1101V was tested without frame ties/stabilizer plates. Pursuant to the departments memorandum.- of July 23, 2018, Oliver Technologies may start offering the Model 11 01 V All Steel Foundation Brace System without . the frame tie/stabilizer plate at each lateral arm location. In order to avoid any confusion to building departments, Oliver should send:the neW installation instructions to your suppliers who sell the Model 1101_V System. WwyrL&J rda4v . Operations Services Manager Manufactured Housing Section herbertjordan@flhsmv.gov 813-302-5032 From: Brian.Valente<b.valente9@gmail.com> Sent:Thursday,August 23, 2018 12:53 PM To: Jordan, Herbert-<HerbertJordan@flhsmv.gov> . Subject: Oliver Technologies Revised Installation Instructions Hi Wayne, please see the attached Installation Instructions that reflect the changes we spoke about on Tuesday: If you.. have any questions or notice any errors, please let me.know. Thank you for all of your help, Brian Valente . Oliver Technologies FL Sales 678-574-0946 467 Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.olivertechnologies.com • Fax (931) 796-8811 OLIVER TECHNOLOGIES,INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101 "V"SERIES ALL-STEEL FOUNDATION SYSTEM ENGINEERS STAMP ENGINEERS STAMP 1.SPECIAL CIRCUMSTANCES:If the following conditions.occur-STOPI Contact Oliver Technologies at 1-800-284-7437: c)Roof eaves exceed 1.6" e)Location is within 1500 feet of coast a)Pier height exceeds 48" d)Sidewall height exceed 96". b)length of home exceeds 76' INSTALLATION OF GROUND PAN 2.Remove weeds and debris in an approximate two foot square to expose firm,soil foreach ground pan(C). 3.Place ground pan(C)directly below chassis I-beam.Press or drive pan firmly into soil until flush with or below soil. SPECIAL NOTE:The longitudinal"V"brace system,serves 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. INSTALLATION OF LONGITUDINAL"V"BRACE SYSTEM NOTE:WHEN INSTALLINGTHE LONGITUDINAL SYSTEM ONLY,A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED.SOILTEST PROBE SHOULD BE USED TO DETERMINE CORRECTTYPE OF ANCHOR PER SOIL CLASSIFICATION.IF PROBE TEST 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.(.562'1 hole (40°Min.- 60°Max.) Tube Length 7,34"to 25 -_. :.. 22" 18" 14"to 18" :207: 24 3/4'•'fo 32.1 /4". . :_, 32":: ::.. 7 8 ' :, I 1 18"to 25 :.. 28" 33='to,41"__„ ..,... _._ .:-._.:44'; 18':: _,..., 24"to.35'• 40 to.48' 54 18" 30"to 40" 44" Diagram A o.�s� 7, .36"to 48,, :.,:. s.:,. 54 Diagram B 5.Install(2)of the 1.50"square tubes(E{18"tube})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.) �+°cooar�:®Qtf ... 61 m tSa ••• • o. Q242 STATE OF lY PATENT#6634150&OTHER PATENT PENDING °�teec+e++°° Pagel :.467.Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.olivertechnologies.com • Fax (931) 796-8811 " REQUIRED NUMBER AND LOCATION OF MODEL 1101 L"V"BRACES FOR UP TO 4/12 ROOF PITCH Notes: 1.LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2.® =LOCATION OF LONGITUDINAL BRACING ONLY ALL WIDTHS AND LENGTHS UP TO 80' SINGLE WIDES DOUBLE WIDES TRIPLE WIDES THIS SYSTEM ELIMINATES THE NEED FOR ALL LONGITUDINAL ANCHORS,STRAPS AND STABILIZER PLATES C=GROUND PAN .D:=GROUND PAN CONNECTOR U.BRACKETS E=TELESCOPING V BRACE TUBE D-Pan Transverse Connector F- "V"Brace I-Beam Connectors ASSEMBLY(.1.5"TUBE BOTTOM AND 1.25"TUBE INSERT) OR 1.5"TUBE F="Y"BRACE I-BEAM CONNECTOR AS_SE_MBLY J=V PAN BRACKET J- Pan V Bracket 0 C-Ground Pan E-"T Brace Tube(1.5") PATENT#6634150&OTHER PATENT PENDING REV 08/06/2018 Page 2 Xi-Lateral Block Pier System Effective:November 12,2002 .Installation Instructions Wind Zone 11 By Tie-Down' Engineering . _Easy installation -.Approved for poured concrete or ground set-ups - • LSD struts:easily.added for Ion itudinal rotection V Block Pier: .: LateralOnly, . Block Pies Systems P/N's #59319 Xi; Lateral w/5'.Strut' #59320 Xi, Lateral w/6:' Strut ' . .. .... . ' Lateral Strut v- <. _ .ram" Longitudial PIN Is: 9 #59026 LSD Hardwa e Kit 1�(..... Lon itudinal :#59016 - 30 Strut:: ,r }. . Strut: #5.9012 - 39" Strut V Block:Pier #59013: :44"=Strut ..Lateral%Longitudinal Comb.o_: ,. . ;. #59014 - 53"'Strut. .. #59015 - 65" Strut . REQUIREMENTS... :., . -Installation can be made in:any type of soil, 413:-or better • Center line or shear.wall anchors, that may.be*:requIred by specific:manufacturers, are.to be sized according. to soil torque conditions.. Follow all:manufacturers instructions for anchor type and placement.: :: Maximum height is.a:96" projection. Higher walls-may be used, when the design loads are adjusted.. :: accordingly. . .. ..... . Maximum:roof eave is 16 Main rail-spacing must be 99.5 or less Maximum pier height of the XI-system is'48" Instructions are:not for use on "Exposure D" homes within 1500 feet.of the coastline • Installation instructions are based on 4200# per pad Ion' itudinal load and 6000# per pad lateral load with one diagonal tie/stabilizer.::A vertical and diagonal tie must be aocated within 2'of each end. • Additional vertical anchor lies that are unique to a.home's design may.be required by the home . manufacturer. 'These locations include shear walls, . .marriage line ridge beam support posts, and"rim plates. " N TIE DOWN ENGINEERING ! Wheaton Drive 3033 .^. N Longitudinal Stabilization When using longitudinal stabilization only, sidewall perimeter anchors with diagonal ties and stabilizer plates per manufacturers set up manual must be used on the home. Vertical ties are also required on homes supplied with vertical tie connection points. Typical , Placement Lil Single Section Double Section Triple Section Up to 16' Nominal Up to-32' Nominal or Double w%tag up to 48' Nominal .. When the XULSD=System is used only as longitudinal stabilization, systems must be as evenly spaced as po...ssible, no more than 16' from the end of"the home. Maximum roof slope for single units &double/triple. :. sections is 5/12, for-the above number of systems. Longitudinal LSD Installation to Xi Pad Outside of Home . o 0 yy -LSD Hardware Kit Fw =: P/N 59026 Struts for Longitudinal.Systems 8 g Part No. Strut Length Pier Height. 59016 30" . up to 2 Blocks or 18" 0 s F-. 4�' 59012 39" up to. 3 Blocks or 2411" 59013 44" up to 4 Blocks or 32" dr 'wrt:;<;.. 5901.4 53" up to 5 Blocks or 40" y ar y 59015 65" up to 6.Blocks or 48" Call Mobile Home Parts Pro for product information at 844-647-8673 0 N Longitudinal and Lateral Stabilization 0— Xi Lateral LSD Longitudinal LSD Longitudinal D Stabilizer Plate & "Only" System "Only" System with Lateral Strut Combo Diagonal Frame Tie Homes Up To 70' with 20` max roof pitch / Up To 40' with max 5/12 roof pitch r a D I a D I I Q I I I I I 1 1 1 I I I I I I I 1 1 I 1 I 1 I I 1 I I I 1 1 I 1 I 1 E a E> I a D 1 I Q I 1 I o • Single Double Section Triple Section or"Tag" Up to 16' Width Up to 32' Width Up to 48' Width 2 Combo Systems 4 Combo Systems 4 Combo Systems 2 Lateral only 2 Additional Longitudinal Xi Piers Homes Over 71', up to 80' with 20" max roof pitch / 41' up to 60' with max 5/12 roof pitch I I I I 1 I I I I 1 I 1 1 I 1 I 1 1 1 1 1 1 I I 1 E> 1 I Q a E> I Q 1 1 1 I 1 1 I 1 I I I 1 1 I I I I 1 I 1 1 I 1 a p a D 4 I 4 r I I Single Double Section Triple Section or"Tag" Up to 16' Width Up to 32' Width Up to 48' Width 2 Combo Systems 4 Combo Systems/2 Lateral Only 6 Combo Systems/2 Lateral Only 4 Lateral Only Note: Homes over 60' long (box) with 5/12 roof pitch home require two additional lateral systems. TIE DOWN I Wheaton Driveo Atlanta GA, 30336 , v N www.tiedown.comI 1 1 1 1 e FAX • I • • • I l I N Installation of Lateral System on Ground 1. Identify the number of systems to be used on the home using the chart provided. 2. Identify the location where the lateral systems will be installed. 3. Clear all organic matter and debris from the pad site. 4. Place pad centered under beam with the lateral strut bracket towards the inside of the home. 5. Press or drive pan into ground until level and flush with prepared surface. 6. Build pier with concrete blocks according to State, Local or Home Manufacturers guidelines. 7. Assemble lateral strut by sliding smaller (171/2") tube into the larger (1-3/4") tube. Holes should be on the . sides of the larger tube and the "flag" up on the smaller tube. 8. Attach the end of the larger tube to the bracket mounted on the inside of the pad, using the grade 5, 1/2" x 2-1/21, bolt/nut provided. 9. Attach the flag end of the smaller tube to the opposite I-beam using the "J" bolt over the top of the I-beam with the nut=&washer provided. (bleow) 10. Install a minimum of four(1/4"x3/4') self-tapping screws into tha holes provided in the lateral strut so that the two tubes are connected together. (See below) Nut& Washer Beam Clamp Bracket J=Bolt 1-112" Tube _ 1-314" Tube -- - 4 /4"x3 4' - Self Tapping Screws - = 2 per side V Lateral Strut `2 Vw Longitudinal Strut 7. Call Mobile Home Parts Pro for product information at 844-647-8673 N Installation on Concrete Pads, Runners or Slabs The Xi system for poured concrete applies to concrete footers, runners, ribbons, and slabs. Minimum size of con- crete per Xi pier in Florida is 1811x1811x8" or 20`' diameter x 8" deep or a slab 3-1/2" deep. Concrete must be suffi- ciently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of-pier sets where the Xi systems will be located. 2. Place XiNector concrete pan where pier will be located. Turned up edge will face to the outside of the home. 3. Build pier with concrete blocks centered on top of the pad according to state, local or manufacturers guide lines. 4. Drill two 3/8" x 3"-deep holes in concrete using holes in galvanized pan as a guide. 5. Place tie bracket on inside of pier, facing toward the opposite beam, with the "flush" side of the tie bracket towards the block pier. 6.. Put a washer and nut on each of the 3/8" x 3-1/2" . _wedge anchors. The not should be screwed .on Concrete LSD enough to have one or two threads showing on the top of the bolt. 7. Line up the hole in the-inside tie bracket with the drilled holes in the pad & concrete and insert the wedge anchors.. Using a hammer, tap the wedge bolts into the holes, through the bracket.& .pad, leaving the washer/nut flush with the bottom of the bracket. Using a 9/16" socket wrench, tighten the wedge/anchor bolt, securing the tie bracket to the concrete. 8. Follow steps.7 - 10 in ground instructions Tom' Block Pier Concrete Systems P/N's #59046 Xi, Concrete Single Block #59047 Xi, Concrete Double Block. _ #59315 Lateral 5' Strut w/hardware #59318 Lateral 6' Strut w/hardwares��' 1-112" Tube 1-314" Tube. Oo - Galvanized 4 - 14'/ 'x3/4' - -- - Steel Pad Self Tapping Screws (2 per side) Call Mobile Home Parts Pro for product information at 844-647-8673 N ' N LSD/Longitudinal Installation 1. Place and build pier as above 2. Use LSD hardware kit #59023 3. Drill 3/8" x 3" Hole into concrete through holes in pan'on each longitudinal side of block pier 4. Place tie brackets on each side of pier, with the "flush" side of the tie bracket towards the block pier. 5. Put a washer and nut on each of the 3/8" x 3-1/2" wedge anchors. The nut should be screwed on enough to have one or.two threads showing on the top of the bolt. 6. Line up the hole in the inside tie bracket with the drilled holes in the pad & concrete and insert the wedge anchors. Using a hammer, tap the wedge bolts into the holes, through the bracket & pad, leaving the washer/nut flush with the bottom of the bracket. Using a 9/16" socket wrench, tighten the wedge/anchor bolt, securing.the tie bracket to the concrete. 7. Attach frame brackets to kbeam on each side of pier. 8. Attach strut to the tie bracket at base and I-beam brackets with bolts provided. Struts must be at.45' or less, tighten all bolts/nuts. LSD/Longitudinal -Lateral Strut Combo Concrete Pa d y 1. 5° sa Concrete i f/Call Mobile Home Parts Pro for product information at 844-647-8673 N Jacqueline Boges From: City of Zephyrhills Support <support@zephyrhillsfl.zendesk.com> Sent: Thursday, February 21, 2019 7:21 AM To: Jacqueline Boges Subject: [Request received] 37634i Corey Lewis Ave by#20813 ##- Please type your reply above this line -## Hello Jacqueline Boges, We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep you updated on the progress of your request. Best Regards, FATHOM Support Team TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below: https://zephyrhilisfl.zendesk.com/hc/requests/264022 .............................................................................................................................................................................. ..... ........ .. ................ ............... ................................................................................................................... Jacqueline Boges Feb 21 , 5:20 AM MST irrigation 37634i Corey Lewis Ave by#2081 3 This email is a service from City of Zephyrhills Support . 1 Jacqueline Boges From: City of Zephyrhills Support <support@zephyrhilisfl.zendesk.com> Sent: - Thursday, February 21, 2019 7:18 AM To: Jacqueline Boges Subject: [Request received] 37634 corey lewis by#20813 ##- Please type your reply above this line -## Hello Jacqueline Boges, We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep you updated on the progress of your request. Best'Regards, FATHOM Support Team TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below: https://zephyrhilisfl.zendesk.com/hc/requests/264021 ............................... ............. ......................................................... .............................................................................. ...................................................................................... ................................................................... Jacqueline Boges Feb 21 , 5:1 8 AM MST services 37634 corey lewis by#20813 This email is a service from City of Zephyrhills Support . 1 PASCO COUNTY, FLORIDA Permit No. 20 �_3 Date Permitted 2-/_ j--(g _ Builder Name/Owner Name ontrol#' TT— County Parcel No. ��-LS-zl_617o ej p0 22-K SubDiv: �,Ci���✓r z�s Address/Location �76,3 arev za� >e- - Classification/Type of Use MI le I&e Z 6 x 5 7 TRANSPORTATION IMPACT FEE Rate: Sq.Ft Unit: J�Z Exempt ❑ Yes [:] No How Determined Impact Fee Amount $.3c632 )b Zone No. TAZ: SCHOOL IMPACT FEE ,l y Account (056) Single-Family Detached House Amount $ C� (057) Mobile Home (058) Other Residential 23) Collection Fee Exempt a Yes ❑ No How Determined PARKS AND RECREATION FEE Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation Total Zone TOTAL AMOUNT $ Exempt ❑Yes ❑ No How Determined LIBRARY FEE Land Account Land Credit Land Total Facility Account Facility Credit Facility Total Exempt ❑ Yes [] No How Determined Total Amount RESOURCE FEE ERU TOTAL AMOUNT Prepared By D Checked By NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE . BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY Acknowledgement below does not Imply acceptance of concurrence,but simply receipt of a copy of this form,placing the building permit owner on notice of this assessment and the conditions of payment for same. DATE RECEIVED BY RECEIPT NO. DATE BY a PASCOAGOUNTY �A C DEVELOPMENT SERVICES ,t, 1 �~�' yi - 8731 Citizens Drive Date:2120/2019 COUNTY 'LORIDA New Port Richey,FL 34664 Ort.r+5eu n.Lirk�r�ril nrn. 727-847-2411 ** NOT A PERMIT Receipt#: 1832478 FEE DESCRIPTION ACCOUNT CODE UNITS NVI OICE# FEE AMOUNT PAID RECEIPT# DATE Impact Fee Residential Solid 24503100-329010 56.70 1430041 $56.70 $56.70 1832478 2120119 Waste Condo,Multi-Family MH in Park,per Unit TOTALS: $56.70 $56.70 Recelot# Paid By Check# CC Aufh# Cashier ID Workstation Receipt Date Amt Pald 1832478 Credit Card 20813 83445517 548 BCCCP39W 021202019� $56.70 Total Payments: $56.70 Pavor Address Phone All Florida Manufature 37634 Cory Lewis Ave 813 464 4214 Zap FI Comments: 34-25-21.0170-00000-2240 Solid Waste Fee White you wM be paying your bill with Pasco County 0evelopmentServices,the full amount at the taeditcard ore-check fees,NOT shown above,is collected by First Billhii psymentservices. MyRepods/reports//PASCOPROD/PASCO/ReceiptPOS_V6.rpt 2/20/2019 Page 1 of 1 i INSTR#2019Q27863 OR BK g$tjU PG Z ftV Page 1 of 1 ' 02/19/2019 03:27 PM Rcpt:2029904 Reo:10.00 DS:0.00 IT:0.00 Paula S. O'. K Ph.D., Pasco County CCerk&CmnytrolZer NOTICE Or' COMMENCEMENT State of �r\ZJt'. County ofS C�5 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel No. 254 aS �A 0 z mom o7a�1� •'�11t1`?�� �'O(�+'�r ��Lei AV_e. ~C.-k'.1?�t�i��'1i�i L- - (Legal descri n of the property and street address if available)[ 2. General Description of Improvement, �'NRJZ �- n3 \ },r1RA.A CooM.L-Q�('. 'McaofA- S1'aCA 3. Owner Information: Name Y�UI�c Ky-.,.nt3.A (A A�—A rh Address e�R©l> City L ,, �t}Cc� State Interest in Property: Name of Fee Simple Titleholder: (If other than owner) Address City State �� '• , 4. Contractor:Name Address _ oy ~Gt?.t`'y[x City Qd State ,�� 5. Surety:Name t., Address City State Y Amount of Bond: $ `� 6.. Lender:Name ¢ I— w _co z U Address City State O ,1 x O 7. Persons within the State of Florida designated by Owner upon whom notices or other O � O documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: � w d � w � Name t7LU © z —' n ra-, ¢ p F— UjLLQLU C} Address City State Z x O O M 06 1 MF- 7-0 LL 8. In addition to himself,Owner designates 0 ¢O It a LU X 2C-) 0z W Of to receive a copy of the Lienor's Notice as o }' 0 m o .� U provided in Section 713.13(1)(b),Florida Statutes, r�� W a z O;; 0ofOu- M ¢ M 9. Expiration-date of Notice of Commencement(the expiration date is 1 year from the date Uj 0 O O of recording unless a different date is specified.) o 0 0 o CO wurazw Uj Signature of Owner. F o 1 a m Sworn to and subscribed f e is day of �__,20,k)'� Notary Public: 4 My Co Ernire.: PC93059 MYCOMhGSS10NrFF243095 EXPIRES:ocher, .2019 �"`` &onaeer+m,npy,ypve�u,�.,rmen .