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Home My WebLink About22-4424City of Zephyrhilis 5335 Eighth Street Zephyrhills, FL 33542 )BILEHOME-004424-20 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/10/2022 IF III IIIIII Wil 1111111111111111! 111 1 11 qI 11 111 1 1 1 Complete Plans, Specifications add fee Must Accompany ApplicatAll work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE • --W la= NO M-W-4. qPEIT OF 11 FICE THOUT APPROVED INSPECTION A 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 7 2 Swirsky, Thomas & Janine Wildwood Drive Omaha AR 72662 Fee Simple Titleholder Address JOB ADDRESS LOT # 349 SUBDIVISION d lPARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF--1 ADD/ALT SIGN DEMOLISH 12 INSTALL = REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE [iijiR HEIGHT [2:]BUILDING [ VALUATION OF TOTAL CONSTRUCTION $14269M 7150.00 1 =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. [Z]PLUMBING ro -------------------- 1 1"600M 1 4 =MECHANICAL VALUATION OF MECHANICAL INSTALLATION q, 4245.00 1 =GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS = FLOOD ZONE AREA =YES CD BUILDER COMPANY Kurt Allen SIGNATURE REGISTERED FEE CURRE--N-----'T Y Address 209 Fr nta e R Plant City FI 3356=3 License # ELECTRICIAN COMPANY Lill Ai Conditioning, Inc. Z=REGMISPERE SIGNATURE REGISTERED Address 4141 Crane Field Road Lakeland FL 33811 License PLUMBER COMPANY J REGISTERED SIGNATURE t Address 2d9 S Frontage Roa Plant City FI 33563 License 4 IH1025140 MECHANICAL -COMPANY Lilley Air Conditioning, Inc. SIGNATURE REGISTERED Y/N FEE CURREN Y/N 4141 ®rangy F FL 33811 Address ig Field Road Lakeland License # OTHER COMPANY SIGNATURE REGISTERED Address License #E==--:= 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 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" ofthis expens on o ex s ing buildings, as specified in Pasco County ordinance number 69-01 and 9u-#t, as amended, I ne undersigned Malso unciMerstan,, such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a 'certificate of occupancy' or final power release, If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance, Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of AgriGUIture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced, An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned, DA JURAT (F.S, 117.03) OIT,MEK OR AGENT Subscribed and sworn to (or affirmed) before me this _b MUMMER WIM Commission No. Name of Notary typed, -printed or stamped JSu sgii �edand sworn to (or affirmed) before me this g -7 1 by� Who is/are personali kns/have produced as identification. Notary Public Commission No.—M-0-413-6 AM , kLY-1 Nam, oiiota_ry typed, printed or stamped MY L. MAIAAK Conimission ft HH 047833 Expies September 29, 2024 K,& BoMed Thru Tray Fairs lisurame 800-385-7019 t 7 17616 i� tCitdd� 3Y .,0 w W� t P R E ; U N G ND c ea, h m Hil L� p� A U U lay g s P�rsl� fix$ d CIT? e ; „ US ,. f4 iR [.uxme Era. w. t �a4�wA lol " 1f 0412 Ne(Aiom Ove, i�r, jk� Bay Homes - Swirsky Drawn: 2/8/2022 By: Marina Vega 52' 44' 5`-6 1/2' 3' 3`-2 1/2' 2'-6" 6'-4" - - 13'-9' T-11" HM ILL tilt I - U 9M UM Host Beam Side IMP-2483 28'x 44/ 5 w/ 8' Porc (On "A" Sidi MRRRM This is a rendering. All sizes are approximate. Build as Shown Date Subject to review by Engineering Department. LOCK AND for: k'TJacobsen Homy T 69 A� c` sit t 8�01C due to f "PSI soil test, Perimeter Pads are lex 6`° set as shown. Note: Using Oliver Technology V-SraceSystem I 1 1- ; Note using system requires Daly 3150 lb anchors Note: Sidewall Anchors are a max of °5"f if a host beam is present Legend: 17"x " Base Pads ? =1 "x " Base Pads 3150 In Anchors Centerline Ti downs Oliver `technology V Brace System 11 1-V xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Penetrometer and Torque Probe Test Results (These sections below to be used when applicable. When either is used must be initialed,) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Pocket Penetrometer Test (required if declaring soli bearing pressure greater than 1,000 p.s,f,) x (50c" x x Testing Method 1, Test the perimeter of the proposed homes to at 6 locations shown. 2. Take the reading at the depth of the pier, pad, or footer. 3. Using 500psf increments, use the lowest reading and round down to that increment, The result of the penetrometer test is S.f. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Torque Probe Test (required if using anchors less than 5 feet) The result of the torque probe test is inch pounds. If the test results show 275 inch pounds or less, 5 foot anchors must be used, (initial) A state -approved lateral arm system is being used and 4 If anchors are allowed at the sidewall locations, I understand that 5 ft anchors are required at all centerline tie points where the torque test result is 275 inch pounds or less and where the mobile home manufacture requires anchors with a minimum 4,000 lb holding capacity. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx I declare that I have personally performed the test(s) contained herein and that the reported results are true and accurate. Date tested _ IL (initial) X. _N_kj TT_ I HOM E�' PRIDE Manufhctured Housing Installation Instructions Lock Down Anchoring System For The State Of W NOTE: If one or more of the following conditions exist contact a Registered Professional Engineer. Location is within 1,500' of the coastline, Pier Height exceeds 48". • Roof eaves exceeds 16". • Sidewall height exceeds 96". Length of home exceeds 76'. REQUIREMENTS FOR USE 1. The use of the Lock Down Anchoring System requires sidewall vertical ties at no greater than 5'4" on center. 2. Centerline anchors to be sized according to the soil torque conditions. 3. Sidewall anchor loads in excess of 4000 pounds requires a S' anchor. 4. Sidewall vertical ties can use 4' anchors in soil type 4B. Facing the home Facing the home LEFT CORNER RIGHT CORNER 5. Homes requiring 4 Lock Down Anchor or assemblies require the longitudinal ....... ........ .... and lateral strut on each anchor. All struts must be installed towards the center of the home. & Homes requiring 6 Lock Down Anchor assemblies only require longitudinal struts on the 4 corner positions. The two center positions only require a lateral strut. All struts must be installed towards the center of the home. Facing the home LEFT CORNER 1 0 L! 6t Facing the home Facing the home CENTER RIGHT CORNER M N 7, The placement of the corner systems should beat a sidewall vertical tie that falls no more than 11' and no less than S' from the end of the house on each corner. H 0 A -E<t>P R I D E NUMBER OF LOCK DOWN ANCHOR ASSEMBLIES NEEDED: Wind Zones 2 & 3 with roof pitch 6/12 or less. • Single or Double section homes 30' to 52 in length (excluding hitch) 4 • Single or Double section homes greater than 52'to 76' in length (excluding hitch) 6 NOTE: Roof pitches greater than 6/12 will require additional systems, contact Home Pride, Inc. for assistance. NOTE: Homes less than 30'— Lock Down System should not be used. NOTE: Home manufacturers may provide a placement chart for specific models in their installation manual. The manufacturer's placement chart supersedes the chart below. ANCHOR ASSEMBLY PLACEMENT Using 4 Anchor Assemblies LComments List 1, Ground Anchor with Strut Attachment Cap 2. Stabilizer 3, Lateral Strut 4, Longitudinal Strut 5. Beam Clamp Assembly Using 6 Anchor Assemblies . ......... - The Ground Anchor with Strut Attachment Cap will take the place of one perimeter anchor and align with a sidewall vertical strap. Install this anchor at a slight angle, not to exceed 15 degrees. This assembly includes a stabilizer plate that is installed with the anchor and attached with a U-bolt and two nuts. The stabilizer plate should be driven into the ground when the anchor is about 2/3 installed, Attach the stabilizer to the anchor shaft using the U-bolt and nuts then complete the install of the anchor until the strut attachment cap is flush to the ground or slightly recessed into the ground, no more than W'. The Strut Attachment Cap should be installed within YV' or flush to the top of the stabilizer plate. (See illustration to the right.) mill Once the ground anchor assembly is fully installed, attach longitudinal and lateral struts according to the diagram under anchor assembly placement (page 1.). The lateral arm fasteners are to be installed tightly (nuts and bolts). The Beam Clamp assembly has two holes for the bolt and nut placement. Depending on the width of the beam, the corresponding hole should be used that pushes the front of the metal plate as close as possible to the upright of the beam. Seethe illustration on page 2, #5. Lateral struts should be installed in line with the center anchor head and attached at the top of the [-beam. Lateral strut angles must fall within 10 degree minimum - 60 degree maximum. Longitudinal strut angles must fall within 10 degree minimum - 50 degree maximum. L-9it.di-I Strut Attidled Point F.d�,q th. hme LEFT CORNER wai sit. died P6nt sidt"'iall strap Connection OfM StM shed Pint skiuwM SuRp cw.Uon After the Lock Down Anchor Assemblies have been fully installed and all permiter anchors and straps fully installed and tightened —each strut has 4 self tapping screws that must be installed as the final step. Predrilled holes are provided on the outer strut indicating placement. If the predrilled holes cannot be accessed, install the screws as close to the predrilled holes as possible - making sure they are tapping into the inner strut, The Lock Down Anchoring System should only be used for homes in the state of Florida. This anchoring system is not designed, tested or approved for use in any other state. Contact Home Pride Inc. 276-466-0502 or at contactus for any questions concering this product, Legacy Engineering listing # 113 Notes: PRODUCT WARRANTY Home Pride warrants its Lock Down Anchor System (HP LDS) against defects in workmanship and material at the site of its initial installation. I he HP LDS is specifically designed and approved for use in the State of Florida, This product is not approved for use and should not be used outside the State of Florida. This product must not be reused or reinstalled at any other location. If used in violation of this Warranty or not installed in accordance with installation instructions, all written and implied warranties are void and disclaimed. HP LDS products which are found to have defects will be replaced or repaired at Home Pride's option. This Express Warranty is limited to replacement of product only and does not cover any labor or installations costs. When the product is replaced, all Warranty rights are extinguished, This Warranty is only to the benefit of the original purchaser and is not transferable, There are no other warranties (express or implied) whatsoever which apply to the HP LDS product or to items that are functionally part of the HP LDS product. Home Pride disclaims any and all other implied warranties, including (but not limited to) warranties of habitability, workmanship, materials and fitness for a particular purpose to the extent allowed by law and any implied warranty that exists despite this disclaimer is limited to a period of one (1) year from the effective date of this Warranty. These limitations shall be enforceable to the extent permitted by law, HP LDS products which are examined and are found not to be defective will be returned to user and all costs associated with examination of the anchor product will be incurred by the user. The user is responsible for all maintenance of the HP LDS product including regular monitoring of stability and integrity of HP LDS products. For a warranty claim, contact your distributor or Home Pride Inc, at 15100 Industrial Park Road, Bristol, Virginia, 24202. 3, N0 1>p R 115 E 1 i GeneralNotes: 1 a Any configuration from the chart maybe used .,., ._.,- ., . ,...,.. to replace a concrete or wood base pad per { ' 3282.312(A)(3). y'F , a The maximum load at any intermediate soil value my be interpolated between the next 4 lower and next higher soil values given in the pad bearing capacity chart. 3. Pad sizes are shown in nominal dimensions and may vary slightly, 4. Maximum deflection 3/8", measured from the -' highest to the lowest of the top point point side of pads 3/811 01236 Kov. 1129120 TIE DOWN 404-344-0000 WWw.tleCioWrl.cor71 605 Stonehill Drive SW, Atlanta, GA 30336 MANUFACTURING INGENUITY sales@tiedown.com Permit No, Date Permitted Builder Name/Owner Name Control # County Parcel No. j ubDiv; 1 Address/Location / Classification/Type of Use �Ql� TRANSPORTATION IMPACT FEE Rate: So. Ft knit. Exempt 0 Yes i"`"`I No,� / How Determined Impact Fee Amount � d E�, Zone No. TAZ: SCHOOL I PA °t FEE Account (056) Single -Family Detached Mouse Amount $ (057) Mobile dome (058) Other Residential (123) Collection Fee Exempt =Yes = No How Determined - PARKS AND RECREATION FEE Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation Total Zone Total Amount $ r 73 Exempt =Yes No How Determined LIBRARY FEE Laud Account Land Credit Land Total Facility Account Facility Credit Facility Total ExemptID Yes No How Determined Total Amount RESOURCE FEE ERU Prepared By e Checked By CERTiFI aATE OF OCCLIPANY 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 REECEIPT OF A COPY OF THIS FORM, PLACING THE BUILDING OWNER ON NOTICE OF THIS ASSESSMENT AND THE CONDITIONS OF PAYMENT FOR SAME. DATE RECEIPT NO DATE BY PASC COUN,iy FLORIDA OPEN SRACM f/T13&4,.\T PLACE,& PASCO COUNTY Receipt Date: 08/10/2022 BUILDING CONSTRUCTION SERVICES Receipt Number: 2137909 8731 Citizens Drive Suite 230 New Port Richey, FL 34654 727-847-8126 NOT A PERMIT Paid AM Check # CC Auth # Cashier ID Workstation Paper Check 18749 JDAWSON BCCCP41 L Fee Q#§SEjgqM Amount Paid Impact Fee Residential Solid Waste Single Family 33.12 Total Payments: $3112 Pe —or Address Phone B&H CONSTRUCTION OF 4025 MORRIS BRIDGE RD 8137821064 CENTRAL FLA INC Comments: 3425210180000003490 While you will be paying your bill with Pasco County Building Construction Services, the full amount of the credit card or e-checkfees, NOT shown above, is collected by First Billing payment services. myreportslreportsllproductionIPASCOICustomer Receipt v1f Converted.rpt Print Date: 08/10/2022 Page 1 of 1