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Home My WebLink About22-4816City f ' l ls 5335 Eighth Street}�}4, Zephyrhills, FL 33542 04$16®2 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09t16l2022 i ri} t\Ca 7 } �3'" ti A -�';.� S+�v? �'S {} v 4l ).'. t , f .� 4'".: z T. - :...;�^,�, r 2�f. ,{ 'z��.i % }".a z}.:, £{4} 5 ;� 4 ?. `11%. •%'i}., "',"..t 11 2621 0010 04100 0020 5932 15Th St ��A�x�t.�2v,.'4} .YF ``�.} ? 3 1>1��i'�c '. . l;• 1, S�CS.y..{,i \ l� ,z h'b tb ".>, �z � '{, Name: Elizabeth Churchwell Permit Type: Building General (Residential) Contractor: TRIPLE CROWN ROOFING Class of Work: Reroof INC Address: Total Valuation: $8,500.00 ,uro, Total Fees: $82.50 Amount Paid: $82.50 f Phone: Date Paid: 9/16/2022 11:19:04AM t' r �y y, ate � ��1' � �! ,,,y■Y,. It t 2. 3� ,} A 3 .. \. .. � L�. 1`3v ...` � f Y (*%`:. C: Y. l 1 Y 2 REROOF METAL /ROOF OVER t % ::} l Building Permit Fee $82.50 EINSPECTION 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 • r t a s ••' • • • ••'' • • « • • • accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. �w. CONTRACTOR SIGNATURE PE IT OFFICE L..a" PERMIT'8XPIRES IN 6 MONTHSWITHOUT APPROVED INSPECTION r s MIT: r 011 1 r. Force Engineering &resting 195�mf RumbkWood Drive HU0111k, "I'VNm 77338 Jlhasw (AWS40-W3 VAX. (281)540-9%6 Florida Product Approval # 4595.17 Florida Building Code 2020 Per Rule 614320-3 Method: I —D I Category- Roofing Subcategory: Metal Roofing NON HVHZ FTO-1 Tri County Metals 301 SE Wh Street Tmm,tpit, Flarii,,A2 32693 Validator: Brian Jaks P.E,# 70159 Contents: Evaluation Report Pages I — 4 ITEM HAS BEEN ALLY SIGNED AND ED BY JOHNATHAN .N ON THE DATE CENT TO THE SEAL. Fall MA�09,tw ,SEALED AND THE SIGNATURE MUST BE ON ANY �ELECTRONIC COPIES. Force Engineering & Testing 19-A A0 Rauitftwood Drive Humbir, Texas 77.13% 11bont. (281) $40-06(13 FAX: QSJ) -440-9966 Compliance Statement-, The product as described in this report has demonstrated compliance with t Florida Buildintr Code 2020, Sections 1504.3.2, 1504.7. g Product Description: Ultra -Rib Roof Panel, Min. 29 Ga. Steel, 36" Wide, through fastened roof panel over 1x4 wood purlins over one layer of asphalt shingles (optional) over min, 15/32" APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Min. 29 Ga. Steel conforming to Florida Building Code 2020 Section 1507.43. Yield Strength: Min. 80.0 ksi Corrosion Resistance- Panel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s). Thickness: 0.015" min. Width- 36" maximum coverage Rib Height: %" major rib at 9" O.C. Panel Fastener: #9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal Y." minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2020, Section 1507,4,4, Substrate Description: Min, 1x4 No. 2 SYP wood purlins over maximum one layer of asphalt shingles/felt paper (optional) over min, 15/3r thick APA rated plywood over supports at maximum 24" O.C. The 1x4 wood purlins shall be fastened to the plywood with (1) 8d x 2 Yz" Ring Shank Nail at 4" O.C.. Design of 1x4 wood purlins, plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2020. 0.2131011 Maximum Total Uplift Design Pressure- Fastener Pattern: 78.5 psf 86.0 psf Fastener Spacing: 24- (K_ 24"O,C *Design Pressure includes a Safety Factor = 2.0. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Force Engineering & Testing 19540 Rapilitemmd Drive liumble,, Texas 773M Phone. iZ8IiW-6W3 FAX, (281)-UO.9966 WeWte; Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504.3.2, 1504,7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with. • UL 580-06 - Test for Uplift Resistance of Roof Assemblies ® UL 1897-2012 - Uplift Test for Roof Covering Systems • FM 4471-92 - Foot Traffic Resistance Test Reference Data: L UL 580-06 / 1897-04 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 136-0027T-12A, B, Dated 02/16/2012, 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 136-0027T-12C, Dated 02/16/2012 1 Certificate of Independence By Johnathan Green, P.E. (No. 88223) @ Force Engineering &Testing (FBC Organization # ANE ID: 12901) Test Standard Equivalency: The UL 1897-04 test standard is equivalent to the UL 1897-2012 test standard. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the FM 4471-92, Foot Traffic Resistance test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity, Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. *0 �, i 111 Ila 14 WAR, 141—W MWO)OPPWAIM ZEALED AND THE IGNATURE MUST BE ERIFIED ON ANY LECTRONIC COPIES, Force Engineering & Testing 19530 kumblc%ood Drive lfumbtt,Texas 77338 Phorte. (281) U0-W1 FAX, (281).UD-9%6 Webske: Underlayment. Per Florida Building Code 2020, Section 1507.1.1 and manufacturer's installation guidelines. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. ITEM HAS BEEN `ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL. lSEALED AND THE ,SIGNATURE MUST BE VERIFIED ON ANY "ELECTRONIC COPIES. } a ForcenTesting 19_ a RumbWwootl Dr#-e i%'v4Ts##e;s�.4eacc6rcrirat€t#cs4.eatatt s 9-15 x 1 1/2" W0001W W/ SDUNG WASHER lx4 WOOD MINS R 24' CLC. ATTACHED TO PLYWOOD V! UD. W.2 1/2' RM SHANK NATLS R 4- U, OK LAYER W ASPHALT S WAXS (OPTIONAL) 9VER 15/32' PLYVWD Ms ase aFl ttttt "dun' .i'.-15 x t 1/2' W/ iNG WASHER S 9 2..' OC. ATTACHED TO PLYVMD RM SHAW NAR S a 4' aC.._KAtT QVM 15M' PLYWOOD no 'i i `� ■ iEALED AND THE ;0GNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. INSTR# 2022204358 OR BK10692 PG1139 Pagel-fi 09/15/2022 04:44 PM Rcpt: 2504105 Rec: MOO DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Adtiress - - - --- fnWast In PmpW. Nam 01 Fee Sbqb TW&Wder 00111raws PeMdlDND �- RO.yN- Address vwStele - Ammmit of Bond: A Taftham No" & Lender 0 state LendeftTelapbMW F. PwsMG Own the Site of Fqww dggb*mw by the OMM wo vftM cafto of ORM 40"MX98 nw be swWw as pmtow by Sedlon Tj8,i3(1)(e)M, Rartft SWO= Addrew SbAD 8. AVIA, to mcehm sewd2w Uses& Maim as pavMW Ift G"kn711SAR110). FbA& SWUhm TWO=& Mw4woMemn arEaft Deshmati)d layer: 9. ftkaam oft of Mite of Comnatwomerd MW Mobeft dMe fM nd be bakwo Bw camtofian of eaneirucaon and *0 pqwerd 11. CWM*V. bd vfi be an yearttun UM 4ft of tecm*V VWM a dMaWn 4M Is qmftd): I WXWY Public SUft of FWds 4e Beatrice L Nauft My Comn*gssian GG 345643 QYP Expires 06116=21 SALEWAN W�Fm We hereby submft specirication and work description: Install I x4 wood battens over existia shingles. Install a metal db panel 26 gauge wit exposed fasteners over 1x4 wood battens Install 24 gauge metal trim, drip edge, hip cap, ridge cap, valleys and rake trim Price includes all labor, permit, materials, deliveries and clean up. All finishes will be a Mill finish unpainted with a clear coat. I NMI �1;121LVAM NEW I IT IS AGREED: Contractor will do all said work in a good and workmanlike manner and in strict accordance with the ordinances, rules and requirements of the city, Town or Village, wherein the above mentioned property is located. If purchaser should cancel this contact after time stated above, the Purchaser agrees to forfeit down payment paid. In the event it becomes necessary for Contactor to employ an attorney to collect any sums due the Contractor pursuant to this contract, then the Purchaser shall pay all reasonable attorneys fees incurred by the Contractor. This contract shall not be binding upon Contractor until ampted by them, Upon such acceptance by said company, this contract shall be binding on me/us without any further notification to me/us. The undersigned property owner agrees that this contract may be assigned for the performance of the work and labor required by the description of the work, to be perforMed, Upon assigned the parties hereto consent to the performance of the work by and payment to such assignee of the amount of this contract. Any Alteration or deviation from above specifications involving extra cc* will be executed only upon wMen orders and will become an extra charge over and above the stated contract amount. receipt of a true copy of this CONTRACT. '152- BY� —1d r n Roofing, Inc. DATE