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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: (0 , ) I. FEES DU - 1RECEIPT #: Permit #: yo u��/ Planning & Development Services Department . Building & Code Regulation Division SC © q 2300 Virginia Avenue /V c — - = Ft. Pierce, FL 34982-5652 e Y Tel. 772-462-1553 Ucie APPLICATION FOR ROOF PERMIT t Cc®U SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: Li 1 I n t= L I�tL. Ft �l 2c i L 3 t-1 `7 8 2 2. Parcel ID Number: 3 g D a- 6 D D- o Q 9 s- - 3 Office Use Only Section Township Range Map Page Zoning Land Use Initials et'zl 3. Description of Project or Work Activity: A� C Z0A e-V►al z0�� ,4. Total Roof Area (square feet): DI-t ') su . 5. Roof Pitch: 6. Type of Roof: iberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle � I [ ] Tar & Gravel [ ] Modified Bitumen [y]� Other J719t Sim [ ] Product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: N$rk Ste' \ � �tA `EPn �) �S ®n FL Reg/Cert #: C C 13 D 8l� 1 �-� Address: (4 q 11R \&) t?k n e V_y, e e 'y-,r . County Cert #: City: VZ- 1�1C2C� State: Business Name: 1� t:,Us�12oO�� Zip' ?Y Z- Phone: 7© Cell Phone: 7 7 Z- (.P 19 S 7 (P -2 00 9. Value of Construction: $ ) a i -�5n - "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. Lce Pia, ih e-e ;6_4 PRINT QUALIFIERS/OWNERS NAME n SIGNATURE O A IFIER/OWNER STATE OF FLORIDA, COUNTY OFC ACKNOWLEDGED BEFORE ME THIS DAY OF HO IDS PgERS�ONDALL ,K/JN�O�W�N TO ME OR HAS PRODUCED /v�l �l (�A %'fjPF IDENTIE ffW!9�DULL0 Notary Public - State of Florida im SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY 3My Comm. Expires Sep 25, 2015 %•' Commission EE 118281 COMMISSION NUMBER Bonded Through National Notary Assn. NOTICE TO OWNER: 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 YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink - only) or, typed.' This roof permit application is to be used only for those activities that are not otherwise included under'a primary building permit. This application may not be used for any activity that includes structural alteration.- Building activities involving structural alteration, in addition to the roof work, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. Location/Site Address Indicate the street address or general location of the property where the building activity is taking place. 2. Parcel ID Number Indicate the tax identification number of the property where the building activity is taking place. 3. Description of Project or Work Activity Completely describe the building activity to take place. Please indicate if tear -off or shingle over shingle etc. 4. Total Roof Area Indicate total roof area to be affected by this permit. Also indicate the pitch of the roof, expressed as a standard ratio of run rise. 5. Type of Roof Indicate the type of roof being repaired or resurfaced. 6. Owner Information Indicate the name and address of the owner of the property on which building activity is taking place. 7.. Contractor Information Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. 8. Value of Construction Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. / Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. This application can be submitted to -St. Lucie County Building arid. Zoning, 2300 Virginia Avenue, Fort Pierce, FL 349Fr2. Alll-.percnit appl�eaijpq&must�be filled out complefefy'before submission. No applications will be accepted foi"p�ib'eesging' after 4 3Qj�;4For assistance, in completing this application, please call (772) h h"` of 16 t>iiiie ik�ct 1 i 462-15�3- during ;egulg,of£� ,hlliur9.(8�P0 AM - 5:00 PM), Monday through Friday. FYS � A U t34� � �� � roir.�imn r;J c , ••� r ;� , Uponlissuance ofisprk,.qloungT �iYecYrin,pections can be scheduled by calling (772) 462-1261. St. Lucie County Roof Permit Application rev. 3/1/2009 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE CC, FILE # 3712824 OR BC",1398 PAGE 2015, Recorded 06/11/2012 -1 - 08:06 AM 4 C.-1F NOTICE OF COMMENCEMENT Permit No. Tax Folio No. yd 2- io0 2 - 0 o 9S - DO D - 3 State of Florida County of St. Lucie 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. Legal Description �of Property: (and street address if available): L11brian 1C1vEf—chNIva usspig 2- QiUc3 io7t /jjn iy General description of Improvement: R - 1Zvur US in A gti�tne 6ZG,av1A ME-r R,,j Owner inf ation a Lessee information If the Lessee contracted r the Improvement: Name i Address Y1)1 _4tJ P Interest in property: Ow n u Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Phone Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: _ Lender's address: Number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(1) (47., Florida Statutes: Name: Phone Number: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 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 IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjE�� declare1 have red the foregoing notice of commencement and that the facts stated therein are true to the best of knowledg rid Co (Signature of Owner e s or Lessee's Authorized Officer/Director/Partner/Manager Ol mf (Signatory's Title/Office) p The foregoing Instrument was acknowledged before me this, d y of A\ , 2L By �� ` 5beb_QQ-) V6e for Na o Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed MY.t 4YCOt1IAi SS IORI E p Personallyknown _orproducedIdentification_� (Sign lure o o rti Publi -State of 1 F EXPIR 9: Mardi 14, 2015 (Print, e, ors p Commissioned N aBfa� PLbkundmmk,s Type of Identification produced t C..IM a4c. STATE OF FLORIDA ST. LUCIE COUJVTY THIS FS TO CERTIFY THAT THIS iS A TRUE AND CORRECT COPY ORIGINAL, OFTHE ERK Date: Property Appraiser - St.Lucie `'- -nty, FL Page 1 of 1 PROPERTY RECORD CARD Mark H Smith Record: 1 of 1 "Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 4918 PINETREE DR ParcellD: 3402-602-0095-000-3 2 Sec/Town/Range: 02 :36S :40E Account #: 36516 Map ID: 34/02N Land Use: SF Res City/Cnty: St Lucie County Zoning: RS-3 Ownership and Mailing Legal Description Owner: Mark H Smith Kathleen A Davidson INDIAN RIVER ESTATES -UNIT 1- BLK3 LOTS 13 AND 14 (MAP Address: 4918 W Pinetree Dr 34/02N) (OR 1126-2918; 2306-2349) Fort Pierce FL 34982-7195 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 67400 Land Value: 27700 Acres: 0.91 7/19/2006 100 01 WD 2306 / 2349 Assessed: 67400 Building Value: 39700 2/17/1998 84900 00 WD 1126 / 2918 Ag.Credit: 0 Finished Area: 1326 SgFt 4/1/1974 5500 01 CV 0226 / 1920 Exempt: 42400 Taxable: 25000 Taxes: 645.72 BUILDING INFORMATION Exterior Features View: RoofCover: FS - Fibrglss Shg RoofStruct: HP - Hip ExtType: HC- -HC- YearBlt: 1978 Frame: - Grade: C- - C- EffYrBit: 1978 PrimeWall: BW - Brk/Wd Frame StoryHght: 0010 -1 Story No.Un]ts: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond, YrBIL No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 1800 AV AV 1978 1 0100-SF Res BI -Front Ft 132 300 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=340260200950003 6/11/2012 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # S LC )10(P" 01 LI C) I, LF—e Pe, eZ licensed as a(n)Contractor*/Engineer/Architect (Please print name &, circle license type) *FS468 Building Inspector *Genertxl, Building, Resldentiol or oofing Contract, r any individual certified under 469 F.S. to make such an inspection. On or about Zvi 1 z I did personally inspect the roof deck nailing (Date) — work at: 4 St == lyi1 c (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) . c Signature and Seal C.CC- I3Q8ce►y License # STATE OF FLORI COUNTY OF Sworn t� d su ribed before me this T day of 20L r- Who is personally known to me or who has produced ,�L ' � -'1kR8 s identification. Notary Public, state of Signature of Notary:_ Commission Number:' En 01/19/2011 ,1F 11111,I 1 LISA M. CAUDULL0 s Notarypublic • State of Florida My Comm_ Expires Sep 25.2015 Commission # EE 118281 Banded Through National Notary Assn, 39b-3 1000/1000d 998-1 906b-SPS-ZLL ;sn.z;unS-WOHq bb:60 ZL,-IZ-L0 Florida Building Code Online Page 1 of 5 Flcida! emftentq Busines. Professial Regulation 157, M BCIS Home j Log In User Registration Hot Topics i Submit Surcharge ; Stats & Facts Publications j FBC Staff ( BCIS Site Map ! unks ; Search I j 3, Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FL11651-R1 Revision 2010 Approved fl�rx9L ,4 E I� 0,P, Y Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com Ray Bowen ray@gulfcoastsupply.com ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO "ANC@ REVIEWED BY DATE 62162 PLANS AND PERMIT Roofing MUST BE KEPT ON JOB OR Metal Roofing NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Terrence E. Wolfe CONCEALED FAIS�IENERS 0 fi! IPiIL CI'ME N PE-44923 ARE THE RES11-10H.50L � l OF THE Keystone Certifications, Inc. 04/12/2014 CONTRACTOR O �,�O'ORC Locke Bowden Validation Checklist - Hardcopy Received FL11651 RI COI Letter of Certif.pdf FL11651 R1 COI Letter of Name channe.pdf Standard Year FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2ffr... 6/11 /2012 Florida Building Code Online Page 2 of 5 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/15/2012 02/23/2012 02/29/2012 04/03/2012 Summary of Products Go to Page Page 1 / 2 FL # Model, Number or Name Description 11651.1 0.032" Aluminum 5V Crimp 0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A FL11651 R1 II Alum 5 V Crimo Details.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Design Pressure: +N/A/-108.5PSF Other: -108.5 psf @ 12" o.c. Install per manufacturers Evaluation Reports FL11651 R1 AE Alum 5V Crimo Panel over .5 Plywood NONHVHZ Roof 2010 Format.pdf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.2 0.032" Aluminum Gulf Lok 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood i Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II Alum. Gulf Lok over.5 plywood Non HVHZ detail.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. - 116.0'psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. Evaluation Reports FL11651 R1 AE Alum Gulf lock over 15-32 Plywood Roof 2010 format.odf Created by Independent Third Party: Yes 11651.3 Lock 1" Mechanical Lock 24 Ga. 16 1/2" Wide Roof over =F7iMechanical 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 1 Mech Lock 24 pal over .5 ply HVHZ detail.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes i Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5PSF Other: -71.0 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Evaluation Reports FL11651 R1 AE 1 Mech Lock 24 ca. over .5 Plywood HVHZ Roof 2010 format.odf Created by Independent Third Party: Yes 11651.4 1" Mechanical Lock 1" Mechanical Lock 0.032" Aluminum 16" Wide Roof Panel over 15/32" Plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL11651 R1 II 1 in Mech Lock Alum details.ndf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Design Pressure: +N/A/-101.OPSF Other: -63.5 psf @ 24" o.c. clip spacing. -101,0 psf @ Evaluation Reports j FL11651 R1 AE 1 Mech Lock Alum over .5 Plywood HVHZ Roof 2010 format.Pdf Created by Independent Third Party: Yes 6" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. 11651.5 1" Snap Lock 1" Snap Lock 24 Ga. Roof over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 24 as 1 in Snap lock over .5 plywood HVHZ details.ndf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.OPSF Other: -67.3 psf @ 24" o.c. clip spacing. -131.0 psf @ 6" o.c. clip spacing. Install per manufacturers details. For Evaluation Reports FL] 1651 R1 AE 1.0 Snap Lock 24 oa. over .5 Plywood HVHZ Roof 2010 format.odf use In HVHZ Zones. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f fr... 6/11 /2012 Florida Building Code Online Page 3 of 5 II Created by Independent Third Party: Yes 11651.6 chanical Lock 1.5" Mechanical Lock 24 Ga. 16" Wide Roof Panel over =E! 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 24 ca. 1.5 in Mech Lock over .5 Dlvwood HVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-123.5PSF Created by Independent Third Party: Yes Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ Evaluation Reports 6" o.c. clip spacing. Install per manufacturers detals. For FL] 1651 R7 AE 1.5 Mech Lock 24 ga, over .5 Plywood HVHZ Roof 2010 format.pdf use in HVHZ Zones. Created by Independent Third Party: Yes 11651.7 1.5" Snap Lock 1.5" Snap Lock 24 Ga. Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 1.5 in Snap Lock 24 Ga. details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ FL11651 RI AE 1.5 Snap Lock 24 ca. over .5 Plywood HVHZ Roof 2010 Format.Ddf 12" o.c. clips spacing. -116.0 psf @ 6" o.c. clips spacing. Install per manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.8 24 Ga. Gulf Coast Mechanical 24 Ga. Gulf Coast Mechanical Seam 18" Wide over Seam 15/32" Plywood I Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. Gulf Coast Mech Seam over .5 ply NONHVHZ details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ Evaluation Reports 12" o.c. clip spacing. Install per manufacturers details. FL].1651 R] AE 2 Mech Lock 24 ca. over .5 Plywood Roof 2010 Format.pdf Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.9 24 Ga. Gulf Lok 124 Ga. Gulf Lok 16" Wide over 15/32" Plywood i Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. Gulf Lock over. 5 Plywood NonHVHZ Detaiis.odf Approved for use outside HVHZ: Yes 7 Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-96.7PSF Created by Independent Third Party: Yes Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. - Evaluation Reports 96.76 psf @ 5-1/8" o.c. fastener spacing. Install per FL11651 RI AE 24 ca. Gulf lock over 15-32 Plywood Roof 2010.Ddf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. 1.75 Gulf Seam over 1x4 details.odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-93.5PSF Created by Independent Third Party: Yes Other: -93.5 psf @ 18" o.c. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R1 AE Gulf Seam 24 ca. over 1x4 Durlins Roof 2010 format.Ddf Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18' Wide Roof Panel over 15/32" Plywood i Limits of Use Installation Instructions i Approved for use in HVHZ: No FL11651 R1 II 24 Ga. Gulf Seam over. 5 Non HVHZ i Detaiis.odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. Install per manufacturers details. Evaluation Reports FL] 1651 R] AE 1.75 Snap Lock 24 ga. over .5 Plvwood Roof 2010 format.odf i Not for use in HVHZ Zones. Created by Independent Third Party: Yes I 11651.12 26 Ga. 5V Crimp i 1126 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 26 Ga. 5V Crimp over .5 plywood HVHZdetaiis.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 I Design Pressure: +N/A/-156.5PSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 Evaluation Reports psf @ 6" o.c. fastener spacing. Install per manufacturers FL11651 R1 AE 26 Ga. 5V Panel over ,5 Plywood HVHZ 11 i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f rr... 6/11 /2012 Florida Building Code Online Page 4 of 5 For use in HVHZ Zones. IlRoof 201.0Format. pdf (details. Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp 1126 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 11 26 Ga. 5V Crimp over plvwood detailsNON HVHZ.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.PSF Created by Independent Third Party: Yes Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 Evaluation Reports psf @ 16" o.c. fastener pattern. Install per manufacturers details. Not for use in HVHZ Zones. FL11651 R1 AE 5V Crimp Panel over .5 Plvwood NON HVHZ Roof 2010 format.odf Created by Independent Third Party: Yes 11651.14 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 11 26 Ga. 5V Crimp over 1x4 purlins NHVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-149.2PSF Created by Independent Third Party: Yes Other:-149.25 psf @ 16" o.c. fastener pattern. Install per manufacturers details. Not for use in HVHZ Zones. Evaluation Reports FL11651 R1 AE 5V Crimp Panel over 1x4 wood purlins 1 NON HVHZ Roof 2010 Format.odf Created by Independent Third Party: Yes I 11651_15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL11651 R1 11 26 Ga. Gulf Lock over .5 plywood details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161.OPSF Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. - 161.0 psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. Evaluation Reports ! FL11651 R1 AE 26 aa. Gulf lock over 15-32 Plywood Roof format.pdf Created by Independent Third Party: Yes 11651.16 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Installation Instructions FL11651 R1 II 26 Ga. Gulf Lock 16 in over .5 plywood NHVHZ details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-63.5PSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. Install Evaluation Reports per manufacturers details. Not for use in HVHZ Zones. FL11651 R1 AE 26 oa. Gulf lock over 15-32 Plywood Roof.pdf Created by Independent Third Party: Yes i 11651.17 1126 Ga. PBR 26 Ga. PBR 36" Wide over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Installation Instructions FL11651 R1 1I 26 Ga. PBR over .5 plywood NonHVHZ detail.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -59.25 psf @ 24" o.c. fastener spacing.-154.75 psf @ 12" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. Evaluation Reports FL11651 R1 AE 26 Ga. PBR Panel over .5 plvwood NONHVHZ Roof 2010 format.odf Created by Independent Third Party: Yes 11651.18 26 Ga. PBR 26 Ga. PBR Roof Panel over 1 x 4 Wood Purlins over 15/32" Plywood Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL11651 R1 II 26 Ga. PBR over 1x4 purlins HVHZ details.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf @ 12" o.c, fastener spacing. Install per manufacturers details. For use in HVHZ Zones. Evaluation Reports FL1.1.651 R1. AE 26 Ga. PBR Panel over 1x4 HVHZ Roof 2010 format.ndf I Created by Independent Third Party: Yes 11651.19 126 Ga. PBR 126 Ga. PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 11 26 aa. PBR over .5 plvwood HVHZ detail.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f Tr... 6/11 /2012 Florida Building Code Online,-- � ,� Page 5 of 5 Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @ 12" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. Ga. PBR Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -94.25 psf @ 24" o.c.-151.75 psf @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Go to Page (211 -valuation Reports FL11651 R1 AE 26 Ga. PBR Panel over .5 Plywood IVHZ Roof 2010 format.Ddf Created by Independent Third Party: Yes ?6 Ga. PBR Roof Panel 36" Wide over 1 x 4 Wood Purlins rver 15/32" Plywood [nstallation Instructions FL11651 R1 Ii 26 Ga PBR over 1x4 Durlins NONHVHZ )etals.Ddf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes :valuation Reports FL11651 R1 AE 26 Ga. PBR Panel over 1x4 NONHVHZ goof 2010 format.Ddf Created by Independent Third Party: Yes Back Next 0 0 Page 1/ 24 0 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterCaldbor.state.Fl.us. Product Approval Accepts: W-91 RIM, ER i�0itdil,,-1 scCurit•ntk7'Tticti ��St,ni.Gtp •� j (3GariCR(C 3:rk 4'esi39©0 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fr... 6/11 /2012 Force Engineering & Testing Inc. 19530 Ranible-,vood Drive Humble, Texas 77:338 .1io.ne: (281) 540-6603 F::ax: (_281) 110-9966 Letter of Certification To: To Whom It May Concern From: Terrence E. Wolfe, P.E. Date: 2/17/2012 Re: 96-72.110 Criteria for Certification of Independence Force Engineering & Testing, Inc. nor Terrence E. Wolfe, P.E. have, nor do they intend to acquire or will acquire, a financial interest in Gulf Coast Supply & Manufacturing, LLC. Force Engineering & Testing, Inc. nor Terrence E. Wolfe, P.E. is owned, operated or controlled by Gulf Coast Supply & Manufacturing, LLC. Terrence E. Wolfe, P.E. as the evaluator/validator does not have, nor will acquire, a financial interest in Gulf Coast Supply &. Manufacturing, LLC. Terrence E. Wolfe, P.E. as the evaluator/validator does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 'a • STATE OF : a ,00 February 17, 2012 Force Engineering & Testing Certificate of Authorization # 26778 Horseshoe Beach, FL 32648 PH: (352) 498-0778 FX: (352) 498-7852 www.GulfCoastSupply.com To whom it may concern, In December, 2010 the assets of Gulf Coast Supply & Mfg, Inc. were purchased by new ownership. The company is now legally doing business as "Gulf Coast Supply & Manufacturing, LLU. Ray Bowen Director of Sales & Corporate Development 6f Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Florida Product Approval # 11651.15 R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC. 4020 S.W. 449`h Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE I1):1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1— 4 O No. 449 STATE OF ; #WM ON AL Fl[ # 11651.15 R1 February 22, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The ,product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: Gulf Lok, 7/8" Nailstrip Roof Panel, 26 Ga. Steel, 16" Coverage, Roof Panel restrained with fasteners into Min. 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint Coating: Valspar Fluropon Coating (Optional). Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3 Panel Dimension(s): Thickness: 0.0175" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" tall Male Rib: '/" tall rib w/ slotted strip Panel Seam: Snap Lock Panel Rollformer: New Tech Machinery Corp. Panel Clip: Panel Fastener: Substrate Description: Design Uplift Pressures: 24 Ga. Galvanized Steel, 24" long. Used at edge zones only. #10-12 Pancake Type A X" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood. Plywood supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2010. Table "A" Maximum Total Uplift Design Pressure: 63.5 psf 161.0 psf Panel Slot Fastener Spacing: 5 3/16•• O.C. 5 3/16" O.C. Panel Clip: NOT USED USED *Design Pressure includes a Safety Factor = 2.0. /.. !• ,r No. � /�� y = STATE OF00 • i � tv 40 FL# 11651.15 R1 February 22, 2012 1 rForcengineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: ■ TAS 125-03 ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems ■ TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems ■ TAS 110-00 - Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0301T-10A-C, Dated 10/11/2010 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T356-10, Dated 10/29/2010 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. 4fri CENs��,�i�i No. 474� Z STATE OF : Qr Z. cAd **j S a�sfm I�� ON1 111 � %0S, FL# 11651.15 R1 February 22, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,'TX 77338 Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1518.2, 1518.3, 1518.4. Self Adhered roofing underlayment must be used in the valley up 18" on each side of valley. Fire Barrier: Any approved fire barrier having a current NCA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. 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 2010 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 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. � f.. n • to STATE OF : ac • a . F� : 2�v FL# 11651.15 R1 February 22, 2012 1 11 x EQUALLY EVERY 5 3/16" DETAIL A Swom"Id" C.MA. #26M E STA 1; lot". ORI FEB 09 20111 ro I C ie COVERAGE -1-7/8- t 7/8" r 3/16" 7132" Note: Material Usage= 4.00in CM7VERY CORP. F97 ECN NO. 1VEWTECHAL4 OATE SED RY --N=S. roc=*.ol Dearg F100 PANEL PROFILE +.0 a - 05 612EM H FW4CTION- 1/32" A v C' Gulf Coast Supply & Mfg. Inc. EdIST-oge. Get p / Gulf Lok Panel K Gulf Lok Clip 24 Ga. #10-12 x l" @ 5 3/1611 o.c. guts of Fbdit QOJ6 •2M FEB 0 9.2012 it I " Gulf M Coast. Supply & CI. Inc. Gulf Lok Clip 3�$*Ti i 3�� i �3/44 ii1 rillt7.--- _ .__ _1 `approximate dimensions (to within 1116 inch) 24 Ga. Galvanized Steel 24" Long £iaa a floes c.aw ;�;Staasc:;a7�a R :_ Na.A4y2 it - 8TAT ty' i�I oRlp\,�`�fY aI.• k)NALE ,.. "Iaamaoa.W� F E9 09 2012 26 Ga. Gulf Lok 16" Wide over 15/3211 Plywood TYPICAL FAGMER PATTERN 16" X 71W GULF LOK PANEL 160 O.C. NOMINAL COVERAGE GULF LOK PANEL 410 X 1 TYPE A PANCAKE HEAD APPROVED UNDERLAYMENT 'MIN 151327 4-PLY 0 1r r-ELT- t4(!A- r-6(. 1-001 COX PLYWOOD 3 Pit-F-L A,� 71 Lk IrO FASTENER LOCATION PANEL INTERIOR AND LOWER END VPcLLf;y a--j0j WHEN USING EXTENDED EAVE DRIP GULF LOK APPROVED UNDERLAYMENT aft"Arft CIE IF 47 NOA-4 0 92 0 14f NO 4� 10NALlr4ry 14#1 %0* FEB 0 9`1132 9-15 x I 1/v WOOD SCREW FASTENER LOCATION Q LAPS, & LOWER PANEL ENDS WHEN NOT USING EXTENDED EAVE GRIP 9 AN 1 M2" 4-PLY CDX PLYWOOD GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 Pancake screw and rivet every 24" .1 =•1 Eave cleat Rivet every 12" •—ZF-7 z-flashing 3tener every 12" EF-7 style Low -rib gable rake (Gulf Lok) t$LI - IS X 17L" Exposed screw every 12" tip -ice Y I�Jt, every b a=41/ b=23/ EF-7 Standard Gable Rake Step rake EF-8 Gulf Lok Step Rake a=23/4 b=23/ of Ratift g" �a49 EtEy�EE No A 33 •fi A'oFS•l 0• X �G F E B 0 9 2012 panel starter j butyl sealant pancake �screw every 6" Pre -formed Valley Stft of Redo C.OA *am No.4 33 S OF 4 FEB 09 ZU12 roof pitch x,» dimensions pancake screws I *--extended 2" 6" on center eave drip y '/" bead of tube sealant ' E D-7 extended eave drip n Butyl Oealant pancake z 1 screw dimensions hidden " i eave drip 2 Exposed panel screw (s) sit ED-8 R r-Its re ,Zk FArr rI0c:v (conventional eave drip) Biota 6,a�IA, a�rra .• •. ��1V�"."��CEtijs, • a o ^ /(� O •; �Io.44 2 � A L 3 OF J FEB 0 9 2012 a 26 Ga. Gu.1f Lok 1611 14ide over 15./3211 Plywood RIDGE FOR Z-CLOSURE, WITH VENT CLIPS. RC-? STYLE RIDGED lig X 3116 POP RIVET 118 X 3,116 POP RIVET or 1/,-14v?13 LAP SD HIP FLASHING or V— I 4x7!8 LAP 50 SCREW 12" O.C. SCREW 16, O.C. Z.-CLOSURE, SEALANT VENT CLIP 2-CLOSURE, SEALANT CUT TO FIT, CUTTO FIT, or or VENT MATERIAL VENT MATERIAL. W1 1 HOLDING CLIP W1 I HOLDING CLIP' PER PANE PER PANEL ,y� ?APE TAPE qz, SEALANT SEALA ? NT PLYWOOD SHEATHING APPROVED U . NDERLAYMENT PREFINISHED GULF-LOK PANEL *IJP TO 2'0F DOCK SHEATSMG MAY eE REMOVED FROM EACH SIDE OF $110CL PC 8 STYLE RIDGE CAP HIP RC-7 STYLE RIDGE/ HIP FLASHING 118 X 3116 POP RIVET or V-1 4x7/8 LAP SD URETHANE SCREW 12' O.C. SEALANT Z-CLOSURE TAPE SEALANT PREFINISHED PLYWOOD SHEATHING APPROVED UNDERLAYMENT GULF-LOK PANEL CIO" slam E NS ya.d4;a23 GULF COAST SUPPLY & MFG- INC. P1sTTWof 1020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 FEB 09 2012