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Home My WebLink About20-60 ►" �� City of Zephyrhills "_PERMIT:NUMBER" _ 5335 Eighth Street Zephyrhills, FL 33542 BGR-000060-2020 r Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 09/01/2020 Permit Type: Building General (Residential) Property Number Street Address 1126 210010 19600 0140 5202 16Th Street .Owner Information Permit Information Contractor Information Name: FRANCIS&EVELYN PANZER Permit Type:Building General(Residential) Contractor: METRO ROOFING LLC Class of Work:Reroof Address: 5202 16Th St Total Valuation:$16,200.00 ZEPHYRHILLS,FL 33542 Total Fees:$181.50 Phone: Amount Paid:$181.50 Date Paid:9/1/2020 11:49:19 Project Description . METAL REROOF Application Fees Building Plan Review Fee $60.50 Building Permit Fee $121.00 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. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received r�� phone Contact for Permitting ( :::Iials� l Owner's Name /^2.e•i- Owner Phone Number Owners Address 156716 An A, Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS J �Uo� / ?� 2P �+ /�� lI nn �L '� pp0 VL��OT# ,�q7 r P SUBDIVISION PARCEL to# 1 'v( -, - 00 1c(��,,�Y.-/ / -/ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE d SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q\\ FRAME = STEEL TIO ry = DESCRIPT ION OF WORK i`'CYMO VC 'ex l3-t in sh i 2 �OU1 _ —Z^I?,,i I nty,J Mc�� fOd BUILDING SIZE I SO FOOTAGE C7v HEIGHT ILDING $ .0(7 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ f o =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION `J' (`/`�} =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address I License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL FCOMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address /� )) License# OTHER /%% COMPANY SIGNATURE REGISTERED Y N I FEECURREN N 11 �7 Address ��aSp� t-P T k Oci 'I 1, " License# 9 C' O /10 .II.Sa-Ia all 1-i.1.saS.litlisIts Iil.i.sl.il'I"I.II.I.ItIII.ItiaaIII.II I.a aI.Saaaa2.IIl1aIIaI 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsilarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater 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'dt 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 letterfrom 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-s13-760-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed'restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they 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 LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating constriction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive Lands,Water/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"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer - licensed by the State of Florida. - If the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subscribed and swum to(or affirmed)before me this by Who is/are personally known to me or has/have produced Who is/are p nalry mown to me or hasihave produced as identification. as identification. Notary Public Notary Public Commission No. Corn s o. Name of Notary typed,printed or stamped Name of Notary typed,. st r. •..=Comm'issio S130276467 r,;cop Expires December 12,2022 .oF;,•• &,riledTtwTroyFain Insurance 800-3857019 r 2/8/2018 Florida Building Code Online rn I! E r Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida d pr Product Approval �ctt Cab USER:Public User &� Product Approval Menu>Product or Application Search>Application List>Application Detail • • FL# FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1378 Ext242 alender@polyglass.com ALL WORK SHALL COMPLY WITH PREVAILING Authorized Signature Ariel Lender CODES FLORIDA BUILDING CODE, alender@polygla!WAT40NAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Technical Representative Maury Alpert ORDINANCES Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 MAlpert@polyglass.com REVIEW DAB*— L Quality Assurance Representative Ariel Lender F ZEPFAddress/Phone/Email 1111 W.Newport Center Drive i�'TY Qp� nH'Deerfield Beach,FL 33442 p� /� IYf�7V(954)233-1230 PLAN AN E� ALender@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W.Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL5259_1127_COI_2017_01_COI_Nieminen.p_df Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipVVMYsXZiU6wh2lLHc44KKlg%3d%3d 1/2 INSTR#2020073499 OR BK 10097 PG 2973 Page 1 of 1 05/06/2020 12:06 PM Rcpt:2159431 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT Permit No. Property Identification No. 11-26-21-001(I-19soa0140 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT. 1. Description of property(tQ1 descripdod:) ZEPHYRHILLs PS 1 PG 54 LOTS 14&15 BLOCK 196 OR 3954 PG 184 OR 9752 PG 1813 a) Street Address: 520216TH STREET,ZEPHYRHILLS,FL 33542 2. General description Of improvements INSTALLATION OF NEW METAL PANEL ROOF. 3. Owner Information a) Name and address: PANZER FRANCIS W&EVELYN T REVOCABLE LIVING TRUST 38716 2ND AVE ZEPHYRHILLS,FL 33542-2118 b) Name and address of fee simple titleholder(if other than owner) c) Interest in property OWNER 4. Contractor Information a) Name and address: METRO ROOFING LLC 3152 LITTLE ROAD SUITE 303 TRINITY FL 34855 b) Telephone No.: 727-698 46756 Fax No.(Opt.) 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No.(Opt.) 6. Lender a) Name and address: 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served-, a) Name and address: b) Telephone No.: Fax No.(Opt.) 8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes: a) Name and address: b) Telephone No.: Fax No.(Opt.) 9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED I M[PROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR irPROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT. STATE OF FLORIDA J COUNTY OF PASCO 7 U� Signature OF Owner or Owner's Autho' Officer/Director/PartnedManager FierWc is U9. Print Name e foregoing instrument was acknowledged before me this__g_day of 206-a>by I Tt Q,C\CL S T,Q as 6n cX5 (type of authority,e.g.officer,trustee,attorney,in fact)for- (nan�bf party on behalf o who ent'was exec Personally Known_OR Produced Identificat Si' ' Notary Signature Type of Identification Produced t?.V6 Ar- 9 V Y QJ-?0 Name(print) Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMSINOC-5d2007 •f'A(w/Y�'�+y W. lJ�tl"'��— CINOY M CHYLE sl eorNonaauFe, s enmvo My COMM SSM#GG993230 EXpms joy 23.2021 Ili jl III jl !I III I,I III III III Ili Ili III lil I;I I I, IP Ir lil ;I ICI III • ill Ilp I„ lip I STATE OF FLORIDA,COUNTY OF PASCQ,, THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENTk: ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF 2 02--CQ NIKKI ff REZ-SOWLES, CL K&COMPTROLLER ' '• 9 e ��% BY �� DEPUTY CLERK °�-- Of ICI �I�I� ESTIMATE/CONTRACT METRO ROOFING LLC OWNER INFORMATION CONTRACTOR INFORMATION Name: Francis Panzer Company: Metro Roofing LLC Address:520216t'Street Address: 3152 Little Road#303 City,State:Zephyrhills, FL 33542 City,State,Zip New Port Richey,FL 34653 Phone: 727-364-6441 Phone: 727-698-4675 Email: wcbdesign@gmail.com Email: mikemetrol@outlook.com SCOPE OF WORK Metal Roof-$16200(Sixteen Thousand Two Hundred Dollars) • Remove existing shingle roof down to bare wood. • Replace any rotted wood decking as needed at no additional costs. • Nail off deck using 8 Penny ring shank nails per FL building code. • Install peel and stick underlayment as secondary water barrier. • Install VW battens every 2'on center around perimeter and field of roof. • Install bubble wrap insulation between battens across entire roof area. • Replace all boots,GRV's and roof penetrations. • Install (color of choice)standard 26-gauge Tough Rib metal roofing panels over insulation by way of lifetime screws. • Remove and discard all building debris. • All permits,dump fees,and inspection fe s included in estimate. r • 15-year workmanship warranty. ADDITIONAL INFORMATION • Quote valid for 30 days. Pricing is subject to change without notice until signed contract is received. • Any and all additional insurance requirements billed to customer at client cost. • Metro Roofing is not responsible for potential damage to landscaping or driveways caused by waste haulers. • Above listed price is for cash or check only.All other forms of payment maybe subject to additional service fees. OWNER ACCEPTANCE I accept the scope of work as presented above. No money down, payment in full upon completion. Payment subject to 10%delinquent charge if payment is not received within 10 days of Invoice date. Submitted by(homeowner or authorized representative Date METRO ROOFING LLC Lic.#RC-29027307 3152 Little Rd.Suite 303 Trinity FL 34653 Phone: 727-787-ROOF Email:mikemetrol@outlook.com Page 1 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Basiness & Professional Regulation Fla BCIS Home I Log In i User Registration i Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida r a Product Approval USER:Public User Product Approval Menu>Product or Application Search>Apnikation List>Application Detall FL# FL4525-114 Application Type Revision Code Version 2017 Application Status Approved" Comments Archived Product Manufacturer Metal Building Supplies,LLC Address/Phone/Email 800 E.Donegan Ave Kissimmee,FL 34744 (407)935-9714 flvalidation@yahoo.com Authorized Signature Scott Prossen flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Locke Bowden the Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 05/01/2024 Validated By Zachary R.Priest,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL4525 R4 COI FL 4525 Metal Building Supplies 2017 Metal Roofing FINAL-crss.pdf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 5/3/2020,2:31 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... Product Approval Method Method 1 Option D Date Submitted 09/19/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 4525.1 24 Ga. 1.0 Nail Strip 1.0 Nail Strip 24 Ga. 16"Wide Roof Panel over 15/32"APA Rated Plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL4525 R4_II_FL 4525 Metal Building Supplies 2017 Metal Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-153.5psf Created by Independent Third Party:Yes Other:-59.75 psf. @ 16"o.c.fastener spacing.-1O1.0 psf @ Evaluation Reports 6 3/4"o.c.fastener spacing.-153.5 psf @ 6 3/4"o.c. FL4525 R4 AE_FL 4525 Metal Building Supplies 2017 Metal fastener spacing.Install per manufacturers details.Not for Roofing FINAL-crss.pdf use in HVHZ Zones. Created by Independent Third Party:Yes 4525.2 24 Ga. 1.5 Snap Lock 1.5 Snap Lock 24 Ga.Roof Panel over APA Rated Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4525 R4 II FL 4525 Metal Building Supplies 2017 Metal Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-116.Opsf Created by Independent Third Party:Yes Other:-86.0 psf @ 24"o.c.-108.5 psf @ 12"o.c.-116.0 psf Evaluation Reports @ 6"o.c.Install per manufacturer's details.For use in HVHZ FL4525 R4_AE_FL 4525 Metal Building Supplies 2017 Metal Zones. Roofing FINAL-crss.pdf Created by Independent Third Party:Yes 4525.3 26 Ga.3/4"Ultra Rib 26 Ga.3/4"Ultra Rib over APA Rated Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4525 R4 II FL 4525 Metal Building Supplies 2017 Metal Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-159.2PSF Created by Independent Third Party:Yes Other:-71.75 psf @ 24"o.c.fastener pattern.-159.25 psf Evaluation Reports @ 12"o.c.fastener pattern.Install per manufacturers FL4525 R4 AE_FL 4525 Metal Building Supplies 2017 Metal installation details.For use in HVHZ Zones. Roofing FINAL-crss.pdf Created by Independent Third Party:Yes 4525.4 26 Ga.3/4"Ultra Rib 26 Ga.3/4"Rib Roof Panel over 1x4 SYP Wood Purlins over APA Rated Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4525 R4_II_FL 4525 Metal Building Supplies 2017 Metal Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-164.2psf Created by Independent Third Party:Yes Other:-106.75 psf @ 24"o.c.-164.25 psf @ 12"o.c.Install Evaluation Reports per manufacturers details.For use in HVHZ Zones. FL4525 R4 AE FL 4525 Metal Building Supplies 2017 Metal Roofing FINAL-crss.pdf Created by Independent Third Party:Yes 4525.5 26 Ga.PBR 26 Ga.PBR Roof Panel over 1x4 SYP Wood Purlins over APA Rated Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4525 R4 II FL 4525 Metal Building Supplies 2017 Metal Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party:Yes Other:-100.5 psf @ 24"o.c.-151.75 psf @ 12"o.c.Install Evaluation Reports per manufacturers installation details.For use in HVHZ Zones. FL4525 R4_AE FL 4525 Metal Building Supplies 2017 Metal Roofing FINAL-crss.pdf Created by Independent Third Party:Yes 4525.6 26 Ga.PBR 26 Ga.PBR 36"Wide over APA Rated Plywood 2 of 3 5/3/2020,2:31 PM Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGE... Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4525 R4 II FL 4525 Metal Buildin- Supplies 2017 Metal Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure:+N/A/-154.7PSF Created by Independent Third Party:Yes Other:-60.5 psf @ 24"o.c.-154.75 psf @ 12"o.c.Install Evaluation Reports per manufacturers installation details. For use in HVHZ Zones. FL4525 R4_AE FL 4525 Metal Building Supplies 2017 Metal Roofing FINAL-crss.pdf Created by Independent Third Party:Yes 4525.7 Min.29 Ga.3/4"Ultra Rib Min.29 Ga.3/4"Rib over 15/32"APA Plywood and 29 Ga. over 1x4 SYP wood purlins Limits of Use - Installation Instructions Approved for use in HVHZ: No FL4525 R4_II FL 4525 Metal Building Supplies 2017 Metal Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-146.Opsf Created by Independent Third Party:Yes Other:Over Plywood-84.25 psf.@ 24"o.c.-146.0 psf @ 12" Evaluation Reports o.c.Over 1x4's-45psf@24"o.c,-175.5psf@12"o.c:Install per FL4525 R4_AE FL 4525 Metal Building Supplies 2017 Metal manufacturers details.Not for use in HVHZ Zones. Roofing FINAL-crss.pdf Created by Independent Third Party:Yes Back Next Contact Us::2501 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Cdpyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here_. Product Approval Accepts: ® ® ® eciiecr M ..-Credit Card-, ; S. 3 of 3 5/3/2020,2:31 PM :'Product Report Manufacturer,, Metal Building Swpplies:, LL.C.: -800 E.-Donegan Ave: Kissimmee, FL 32531 (407)935-9714 ProductFlorida goofing Comp cant wit F ors a Bu mg Co a 2017 6 e Chapters 1504,1506,1507,1518,1523 - Compliant with Florida Product Approval Rule#61G20-3 Compliant Quality Assurance Program: Keystone Certifications *"Design Pressures Margin of Safety 2:1 FL4525.1 Product- 1.0 Nail Strip 24GA Non-Structural Application NON�HVIH1Z 16"wide roof panel 50ksi W tall rib w/slotted strip/snap lock Substrate:l5/32"APA plywood over max.24"o.c. supports spacing,W Minimum penetration through plywood.Corrosion Resistant Compliant Fastener Panel Slot:(1)#10-13 x 1"GP Pancake Type A.Corrosion Resistant Compliant Fastener Pan of Panel:(2)#10-11 x 1"Eclipse Head Type A. Underlayment:Self-adhered roofing underlayment min.40_mil_thickness. Minimum Slope shall comply with FBC 2017,6'h ed. Design Pressure". Fastener Spacing: -59.75 PSF Panel Slot @ 16"o.c. -101.0 PSF, Panel Slot @_6 W o.c. -153.5 PSF Panel Slot @ 6 W Panel Pan @ 12".o.c. FL 4525.2 Product: 1.5"Snap Locl( 24GA Standing Seam Non-Structural Application HVHz 16"wide roof panel 50ksi ' 1%"tall rib Substrate:l5/32"APA plywood existing over max.24"o.c.support spacing. FOR HVHZ:19/32"APA plywood new construction over supports @ 24"o.c. W min.penetration through plywood.Corrosion Resistant Compliant Fastener(2)#12-11 x 1 Pancake Type A. Clips:1500SNS,Fixed,18GA,3 W long, Valspar Fluropon Paint coating(optional)for metal panel.Installation per manufacturer's recommended details.Fire Barrier:'/.""Dens Deck"or approved equal.2:12 min.slope shall comply w/FBC 2017„6'"ed. USE RAS 133 FOR HVHZ. Design Pressure**: Fastener Spacing: -86.0 PSF 2 Fasteners per Clip @ 24"o.c. 408.5 PSF 2 Fasteners per Clip @ 22"o.c. -116.0 PSF_- 2 Fasteners per Clip @ 6"o.c. 36"wide roof panel 900 W tall rib @ 9"o.c.thru fastened.Substrate:Min.15/32"APA plywood existing construction over one layer of asphalt shingle(optional)over max.24"o.c.supports spacing,''/."min,penetration through plywood. FOR HVHZ 19/32"APA plywood new construction over supports @ 24"o.c.Corrosion Resistant Compliant Fastener#9-15 x 1 Woodgrip w/sealing washing or approved equal.Valspar Fluropon Paint coating(optional)For metal panel. Installation per manufacturer's recommended details.Fire Barrier:'/.""Dens Deck"or approved equal. 2:22 min.slope shall comply w/ FBC 2017,6t'ed.For slopes less than 3:22,lap sealant must be used in panel side laps. USE RAS 133 FOR HVHZ Design Pressure**: Fastener Spacing: -71.75 PSF 9"x 9"x 9"x 9"@ 24"o.c. 159.25PSF 6.5 x2.5 x6.5 x2.5 x6.5 x2.5 x6.5 x .5 @12 Product;;FL 452S.4 • ° • . Panel 26GA Over 1x4 Wood Purlins Non-Structural Application HVHI—i; 36"wide roof panel 80ksi W tall rib @ 9"o.c.thru fastened.Substrate:Min.1x4 No.2 SYP wood purlins over min. 15/32"APA plywood over max.24"o.c.supports spacing,1x4 wood purlins fastened to plywood w/8DX2 W Ring Shank nails at max.4"o.c.Corrosion Resistant Compliant Fastener#9-15 x 1 W Woodgrip w/sealing washing or approved equal,1/4" min.penetration through plywood.Valspar Fluropon Paint coating(optional).Installation per manufacturer's recommended details.Fire Barrier:''/•""Dens Deck"or approved equal. 2:12 min.slope shall comply w/FBC 2017,61'ed.For slopes less than 3:12,lap sealant must be used in panel side laps. USE RAS 133 FOR HVHZ Design Pressure**: Fastener Spacing: -106.75 PSF 9"x 9"x 9"x 9"@ 24"o.c. 464.25PSF 9"x9"x9"x9"@12"o.c. Product: Over Purlins Non-Structural Application, HvHz 36"wide roof panel 80ksi I W tall rib @12"o.c.thru fastened.Substrate:Min.2x4 No.2 SYP over 15/32"plywood existing construction over 24"o.c.supports spacing,1x4 wood purlins fastened to plywood w/8DX2 W Ring Shank nails at max.4"o.c.,min.W penetration through plywood. USE RAS 133 FOR HVHZ FOR HVHZ 19/32"APA Plywood New Construction.Corrosion Resistant Compliant Fastener#9-15 x 1-1/2"Woodgrip w/ sealing washer,or approved equal,''/•-14 x 7/8"lap screw w/sealing washer @ 24"o.c.in panel side lap.Valspar Fluropon paint coating(optional. Installation per manufacturer's recommended details.Fire Barrier:%""Dens Deck"or approved .equal. 2:12 min.slope shall comply w/FBC 2017,Wh ed.For slopes less than 3:12,lap sealant must be used in panel side laps. ` Design'Pressure**: Fastener Spacing: -100.5 PSF 12"x 12"x 12"-@ 247 o.c. -151.75 PSF . _7"x 5"x 7"x 5"x 7"x5"@.127_o.c. Over PlywoodNon-Structural 36"wide roof panel 80ksi 1 W tall rib @12"o.c.thru fastened.Substrate:Min.15/32"APA plywood existing construction over one layer of asphalt shingle(optional)over 24"o.c.supports spacing,'/."min.penetration through plywood. FOR HVHZ 19/32"APA plywood new construction.Corrosion Resistant Compliant Fastener#9-15 x 1-1/2"Woodgrip w/sealing washer,or approved equal,h-14 x 7/8"lap screw w/sealing washer @ 24"o.c.in panel side lap.Valspar Fluropon paint coating (optional for metal panel) Installation per manufacturer's recommended details.Fire Barrier:W'"Dens Deck"or approved equal. 2:12 min.slope shall comply w/FBC 2017,Wh ed.For slopes less than 3:12,lap sealant must be used in panel side laps.USE RA5 133 FOR HVHZ Design Pressure": Fastener Spacing. -60.5 PSF 12"x 12"x 12"@ 24"o.c. 154.75 PSF 7"x 5"x 7"x 5"x 7"x5"@ 12"o.c. FL 4525.7 Product-, e Over ••• •n-Structural Application N 36"wide roof panel 80ksi %"rib thru fastened. ,'/."min.penetration through plywood.Corrosion Resistant Compliant Fastener#94S x 1-1/2"HWH Woodgrip w/sealing washing or approved equal.Min.Slope shall comply with FBC 2017,6d'ed. For slopes less than 3:12,sealant must be used in side Laps..Substrate:Min.15/32"APA Plywood over 24"o.c.supports spacing Design Pressure": Fastener Spacing: .-84.25 PSF 9"x 9"x 9"x 9"@ 24"o.c. -146.0 PSF 6.5"x 2.5"x 6.5"x 2.5"x 6.5".x2.5"x6.S" .5"@ 12"o.c. FL 4515.8 Product: ° + U LTRA Rib Over 1x4 Wood. ' • Applfcation NOWKWIZ 36"wide roof panel 80 ks( %"rib thru fastened 1x4 SVP Wood Purlins over one layer of asphalt shingles(optional)over min.7/16"OSB or min.i5/32"APA Plywood over supports 24"o.c.max.spacing.Corrosion Resistant Compliant Fastener #10-16 x 1.5"HWH wood screw w/sealing washer.Additional fastening for Rib w/1x4s:Decking to be attached w/8D X 2-1/2" nails spaced 6"o.c.along perimeter and 12"o.c.at intermediate supports.Min.Slope shall comply with FBC 2017,Wh ed. Design Pressure••:. Fastener Spacing: -45 PSF C&2 o.c. Reference Data: -157.5 PSF @ 12"o.C. FORCE ENGINEERING&TESTING(TST-5328) #72-0314T-06 UL 580-941/1897-983(10061/20042)- FARABAUGH ENGINEERING&TESTING(TST-1654) #T1S8-07 TAS 300-95 FORCE ENGINEERING&TESTING(TST-5328) #72-0108T 07 TAS 125-03,UL SSO-941/1897-982(200611200V) FARABAUGH ENGINEERING&TESTING(TST-1654) #107-07 TAS 100-95 PRI CONSTRUCTION MATERIAL TECHNOLOGIES(TST-5878) #VLS404-02-01/VLS-OOS-02-01 TAS 110.00(ASTM G 155/ASTM B 1171 FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 A-C TAS 125-03,UL 580-941/1897-982(20061/20042) FARABAUGH ENGINEERING&TESTING(TST-1654) NT126-07 TAS 100-95 FARABUAGH ENGINEERING&TESTING(TST-1654) #T270-08 TAS 10D.95 FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 D-F TAS 125-03,UL 580-941/1897-981(20061/20042) FARABAUGH ENGINEERING&TESTING(TST-1654) #T128-07 TAS 100-95 FARABAUGH ENGINEERING&TESTING(TST-16S4) #T272-06 TAS 100-95 FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-061-L TA5125-03,UL 590-941/1897-982(20061/I0042) FARABAUGH ENGINEERING&TESTING(TST-1654) #T329-07 TAS 100-95 FARABAUGH ENGINEERING&TESTING(TST-16S4) #T273-08 TAS 100-95 FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 G-I TAS 125-03,UL 580-941/1897-982(20061/200421 FARABAUGH ENGINEERING&TESTING(TST-1654) #T132-07 TA5100-95 FARABAUGH ENGINEERING&TESTING(TST-1654) #T271-08 TAS 300-95 FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 M&N UL 580-941/1897-982(20061/20042) FORCE ENGINEERING&TESTING(TST-5328) #84-0237T-09 C FM 4471-953 PRI CONSTRUCTION MATERIAL TECHNOLOGIES #FAE-019-02-01. UL 580-06/UL 1897-042 EQUIVALENCY. UL 580-941 IS EQUIVALENT TO UL SRO-06 TEST STANDARD. UL 1897-Mz IS EQUIVALENT TO U11897-12 TEST STANDARD. FM 4471-95 IS EQUIVALENT TO FM 4471-1992 TEST STANDARD. Certificate of Independence: •%IJminljr•• BQ f j.•• • Locke Bowden,P.E.does not have,not will acquire a financial interest in any cglhe�n�'piaeufaclnjinge.9r distributing products under this evaluation. ,��.v •• •0CE Ng 6 •• .Locke Bowden,P.E.is not owned,operated,or controlled by any company,Aanu;act er„p��l�s�ributing products under this s U. •1. 1 report. ` EN � �• STATE O� �� NA:1.. E METAL BUILDING SUPPLIES LIMITATIONS AND INSTALLATION DETAILS METAL ROOFING Limitations: �. Underlayments to be in compliance with current Florida Building Code (FBC)2017 6th ed. Chapter 1507 chart 1507.1.1 z. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. a. Compliance Method: 1-D s. Engineering analysis for "project specific approval by local authorities with jurisdiction is allowed by other registered engineers. 6. Fire classification is not part of this acceptance. 7. Shear diaphragm values are outside this report. s. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 9. This report does not imply warranty, installation, recommended product use outside of this report. C 1.0 Nail Strip-Non-HVHZ r kTX -% FASTE(yER PATTERN TYPE 2 FASTENER PATTERN #10-13 X 1" GP TYPE A PANCAKE"-' . `(2) #10-11 X 1" ECLIPSE HEAD ® 12" O.C. #10-13 x 1' GP TYPE A PANCAKE PER PANEL ® 6 3/4" O.C. 1.S Snap Lock-HVHZ 16" (2) #12-11 c 1• PANCAKE TYPE A PER CLIP 1500SNS FIXED CLIP 26GA Ultra Rib-HVHZ TYPE 1 -FASTENER PATT M - ` . .---------- `- \'09-IS . 1 .1/2" WOODGRIP W/ SEALING WASHER AT 24' O.C: TYPE 2_FASTENER PATTERN x i/a• :=-r/r. .'�/:• .7 r%T •.p• _ .:r/1' _ d,i/x' t fjY ra..Eat ivc io.. ' \#9-15 z 1 1/2- WOODGRIP W/ SEALING WASHER AT 12- OZ. 26GA Ultra Rib over 1x4 SYP wood purlins-HVHZ TYPE 1 FASTENER PATTERN �. W;l 4 WOOD PURLINS @ 24' D.C. ATTACHED TO PLYWOOD (l) BDx2.5' R[NG SHANK NAIL @ 4' O.C. P -`-/9-15 x 1 1/2-WOODGRIP 9•-9'-9'-9' FASTENER PATTERN R 24' D.0 15/32_" PLYWOOD TYPE 2 FASTENER PATTERN .", lx4 WOOD PURLINS a 24' O.C. ATTACHED TO PLYWOOD W/ (1) BDx2.5' RING SHANK NAIL @ 4' O.C_ MAX I 19-15.1 1/1'WOOOGAP 15/32'PLYWDDD 9'-9'-9'-9' FASTENER PATTERN 2 L2' ILC i 26 GA PBR-HVHZ Type 1 fastening 12"-12"-12"@24"ox. Type 2 fastening 7"-5"-7"-5"-7"-5" @ 1210o.c. %"x147/8" @24"ox. lap tek screws in panel laps PBR-PANEL 26 GA. 3.6"coverage. 17 4• 4• a' I1.25" 38.5' 29 GA Ultra Rib-HVHZ Type 1 fastening 9"-9"-9"-9" @24"o.c. Type 2 fastening 6-1/2"-2-1/2"-6-1/2"-2-1/2"-6-1/2"-2-1/2"-6-1/2"-2-1/2"@12"o.c. "x14x7/8 @24" ox. lap tek screws in panel laps NU-AG PANEL 29&26 GA. 36'coverage -- 91 - `tL626-. 38' 29 GA Ultra Rib over SYP 1x4's-Non-HVHZ* 36 Coverage 9'lYP #10-16 x 1.5"HWH wood screw with sealing washer Fastening pattern for specimen*1 124"o.c_battens) 36" Coverage 97YP #10-16 x 1.5"HWH wood screw with sealing washer Fastening patbme for specimen 02 j92•'o-c_battens] *Drawing provided by PRI Construction Materials Technologies