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Home My WebLink AboutPRODUCT APPROVAL• sr acts Home I Log In I User Registration Hot Topic I Submit Sumhmge I Sta.A Falls ' PubiicsUm, I FaC Stab acts Site Map links I Searon db � r ° ° FILE COPY t Product Approval V. used: wbuc user PJuct A_omval Hey a "QU or Anollratlen 52MQI > pooikation L=> Application Detail FL # FL9777- Application Type Revisie 1 co Z Code Version 2017 Ieubu-t V L( T2t�L f2A Application Status ApprovedST. LUCIE COUNTY BUILDING DIV ON REVIEWED FOR C MPLIANCE Comments REVIEtBI Archived :x' DATEGG PLANS AND PERMIT MUST BE KEPT N B Product Manufacturer SITE OR NO INSPECTION(S) WILL/BE DE Owens Coming Address/Phone/Email One Owens Coming Parkway CONCEALED FASTENERS OR ATTACHMENTS Toledo, 011 43 959 ARETHE O01pp 0R E grog.keeler@owenscoming.com Authorized Signature Greg Keeler SCANNED greg.keeler@owenscoming.com BY Technical Representative St. Lucie County Address/Phone/Email Quality Assurance Representative THESE ARE SUBJECT NS TO ANY CORRECTIONSORK Address/Phone/Email REQUIRED BY FIELD INSPECTORS THAT ISAY BE NECESSARY IN ORDER TO Category Roofing COA4PLY WITH AI-L APPLICABLE CODES. Subcategory Undedayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden +'.i Validation Checklist - Hardcopy Received Certificate of Independence FL2777 R11 COI 99914002 8a 2017 FBC Evaluation Report Weatherlock Non-HVH2 odf Referenced Standard and Year (of Standard) Standard year ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 TAS 103 1995 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted ID/11/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FIL # Model, Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9777 R11 II O R1400 8a 017 FBCEvaluation Report Weatherlock Non-HVHZ.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Other: See evaluation report for limits of use. 1 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ odf Created by Independent Third Party: Yes 9777.2 Weatherlock G (High Tear) Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 1111 II OCR34002 8a 2017 FBC Evaluation Report Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use, Weatherlock Non-HVHZ.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 1131 AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf Created by Independent Third Party: Yes 9777.3 Weatherlock MAT Waterproofing Undedayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9777 Rii fI OCR14002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.odf Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use, Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCRI40028b 2017 FBC Evaluation Report Weatherlock HVHZ.odf Created by Independent Third Party: Yes 9777.4 Weathedook MAT Waterproofing Underlayment v Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCRI4002 8a 2017 FBC Evaluation Repo Approved for use outside HVHZ: Yes Weatherlock Non-HVHZ Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE 0CR14Q02 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZDdf Created by Independent Third Party: Yes 9777.5 WeatherLock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. FL9777 RI 11 OCR14002 8a 2017 FBC Evaluation Report Weatherlock Nan-HVHZ odf Verified By: Zachary R. Priest PE-74021 .Created by Independent Third Party: Yes Evaluation Reports FL9777 R31 AE OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes 9777.6 Weathercock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: No FL9777 RI1 II OCR14002 8b 2017 FBC Evaluation ReAga Weatherlock HVHZ odf Impact Resistant: N/A Design Pressure: N/A Other. See evaluation report for limits of use. 9777.7 Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports. Third Party: Yes Weatherl-ock Specialty Tile & Metal I Weatherproofing Underlayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +01-142.5 Other: See evaluation report for limits of use. Installation Instructions Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Balk NeM Third Party: Yes Contact :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-487,162M1 The state of Merida Is an AVEEO employer. C9oMaht 2007-2013 Sta. of Florida_ :: privacy Statement :: Accesslbdlty 8toorrene :: Refund Statement Under Florida law, email addresses are public records. If you do and want your ¢-mall address released In response to a 11,111recons; request, do not send Nectronk mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any quasdpns, 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 We Department with an email address which can be made available be the public To determine If you are a licensee under Chapter 455, RS.,, please dick here . Product Approval Accepts: M ®®ER tiQl'll I'ICCl11.-Titliti KIS Homo Lag In User itglsmillon Hot Topks Submit 5urchmga I State fi Facts Pubikations FDe Stan i 8[IS S1m Map Unks S4vrrh d R)9 r Fi LE COPY . ; }. `ryi � Product Approval t USER: Public User area.,,,. P•adud Fea4avdl M<nu > Produd or Aaknraei o 5a h > &0111<atlon Ust > Application Detall >t ,- � FL # FL17443-R1 R u"; - d. w Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method 3 A TAYLOR ROOFING 302 Melton Drive FT PIERCE, FL 34982 (772) 466-4040 kylewhite228@aol.com Kyle Taylor kylewhite228@aol.com Roofing Metal Roofing SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Locke Bowden Evaluation Report. Florida License PE-49704 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/23/2023 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17443 R1 COI FL 17443 3 A Taylor 2017 Code Eval ReDeri with Details RSSS.W Referenced Standard and Year (ofStandard) Standard Year TAS 125 2003 UL1897 2012 _ UL580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL A fVModel, Number or Name 17443.1 ! -5 Crimp Method 1 Option D 01/24/2018 02/14/2018 02/17/2018 04/10/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-129.25 Other.-129.25 @ 6" O.C. -69.25 @16" o.c. margin of safety 2:1 with 24" max. coverage Install per manufacturers detail. Not for use in HVHZ. 17443.2 1VICTORIAN CRIMP SHINGLE Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-105 Other:-105PSF margin of safety 2:1. Install per manufacturer's details and in compliance with FBC 2017 6th ed. Not for use in HVHZ. 26GA 1/2" rib height over 15132" APA plywood Installation Instructions EL17443 RI tI FL 174431 A Taylor 2017 Cone Eval Report with Details RSSS RJff , Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RI AE FL 17443 3 A Taylor�2 od val R p= with Details RSSS.pd Created by Independent Third Party: Yes 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32".PLYWOOD installation Instructions Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Independent Third Party: Yes K ext Contact U"_ :: 2601 Blair Stone Road Taaand 373%1 Phone: es0-4R7-3a24 The State a Florida is an AAJEW employer.,{goydaht 2007.2013 Stem Of n dtl :: p v ,Ly Statement :: AltlislnlinK Sapient,t :: ReNrid statement Under Honda law, email addresses are public records. If you do nit want your e-mail address released In response to a Wbllo-recards 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 contact850.487.1395. `Pursuant to section 455,275(3), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address it they have one. The Mass provided may be used for official communication with Ne licensee. However email addresses are public retard. If you do not vdsh to supply a personal address, please Mines the Department with an email address whits can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., Win. dicR here.. Product Approval Accepts; MMWHM Credit Card Safe 302 Milton Drive Fort.Pierce, Ft 34962 (772)466-4040 Compliant with Florida Building Code 2017 (6t° ed.) Compliant with Florida Product Approval Rule # 61620-3 Compliant Quality Assurance Program: PR► CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections: 15D4.3.2.1507 SV Crimp thru fastened I6" rib at each panel edge and 1 fastener In the center of the panel, 24" net coverage, 26GA ASTM A792, 6-50, AZ55, .018, SOW min. over min. 25/32" thick CDX plywood deck_ Corrosion Resistant fastener p9-15 H WH with sealing washers, metal to wood connections with fastener length to penetrate 5/26" thru substrate. Fasten along the crown of the n'b lathe center of panel and along the lap. First fastener to be within 3" of panel edges. Min. 8Dx2" annular ring shank nails spaced 6" O.C. reroofing, with less than 19/32" plywood (min.15/32"), this attachment is to be used in addition to existing. attachment. Deck slope 2:12 or greater and shall. be com liant with FBC 2017 61" ed. Underlayment: See FBC 2017 0 ed., Sec 1507 Table 1507.1.1 •"Design Pressure: Spacing: -69.25 PSF 16".O:C. -129.25 PSF 1 6" O.C. Z6GA ASiM A794 153-5% AZ55, .018, SUksi Victorian Crimp Shingle over 15/32^ CDX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener #10 x 1" Zinc plated, MTIV Pancake Head, installed at 2 per panel into lock seam. Panels applied with 12" exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TM ed. Underlayment: See FBC 2017 67H ed., Sec.1507 Table 3507.L1 ••Design Pressure: -105 PSF Reference Data: TEST REPORTS Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAs 125 (UL S80-941) PRI Construction Materials Technologies (TST-5878) OFAE-023-02-01 UL 580-06/UL 1897-04' 1. UL 580-94'teststondardsare equivalent. to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. unmauvns: 1. Underlayment to becompliance with current Florida Building Code (FBC)2017 67" ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6" ed., and per with Manufacturers installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/F8C 2017 e ed., Chapter 22 Stee 1, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturi%T(M)))iputing products under this evaluation. .�0eni�r!�h,, Locke Bowden, P.E. is not owned, operated, or controlled by any company, report SiIij ruv' " ""Go. this 10. 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24"coverage Fastener: #9 x 15 corrosion resistant with sealing washers in Compliance with 2017 Florida Building Code, Section 1507 Perimeter fastening: 6"o.c. Main Field fastening 1 2"o.c. Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel VICTORIAN CRIMP LOCKSEAM MINIMUM 2 FASTENERS ATLOCK SEAM ) CUT 1/2 SHINGLE REATE STAGGERED ERN ORIAN CRIMP GLES FL i• I I � w w a I iv I. 9"EXPOSURE Fastener.#10x 1" Zinc Plated MTW Pancake Head