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HomeMy WebLinkAboutPRODUCT APPROVALP� F t e0S Home tag In t User Registradan ! Hot Topics ! Submit Surcriarge i Stats a Fans PuNiradons FeC Stan) eC15 Site Map j Links ! Search i lorda ( pl �;R r ��.r ProduapPproval FILE C0PYp,, , +-d-- + 9 ©Z ©l-,Z4 ,�ij USER:Prod Public User C h5J314L. Product Acomval Menu > PmtluQ W AooUratlon S-arrh > Aoal'caticn LM> 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 FL9777-R11 Revision 2017 Approved J Owens Corning One Owens Coming Parkway Toledo, OH 43659 (740) 404-7829 greg. keeler@owenswming.com Greg Keeler greg. keeler@owenscoming.com Roofing Undedayments SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer --1 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 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 1g Validation Checklist - Hardcopy Received FL9777 R11 COI OCR14002.8a 2017 FBC Evaluation Report W ath rlo k Non-HVHZ.pdf Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 TAS 103 1995 UL 1897 2012 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/11/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 FL # I Model, Number or Name Description 9777.1 1 Weathedock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9777 RI 11 OCR14002 8a 2017 Far Evaluation Rennrt Weatherlock Non-HVHZ Ddf 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 Ril AE OCRI4002 8a 2017 FBC Evalta[ion Reoort 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 RSI 11 OCR140D2 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.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports .FL9777 Rll AE OCRI4002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ Ddf Created by Independent Third Party: Yes 9777.3 Weatherlock MAT 'Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: No FL9777 R11 IT OCR14002 8b 2017 FBC Evaluation Report .Weatherlock HVH7.odf 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 R31 AE OCRI4002 8b 2017 FBC Evaluation Report Weatherlock HVHZ.odf Created by Independent Third Party: Yes 9777.4 Weathedock MAT Waterproofing Underlayment J' Limits of Use Installation Instructions Approved for use In HVHZ: No FL9777 R11 II OCR14002 ea 2017 FBC Evaluation Report Weatherlock Non-HVHZ.odf Approved for use. outside HVHZ: Yes 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 OCRI4002.8a 2017 FBC valuation Report Weatherlock Non-HVHZ odf Created by Independent Third Party: Yes 9777.5 Weatherlock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL9777 R11 IT OCR14002 8a 2017 FBC Evaluation Reoort Approved for use outside HVHZ: Yes Weatherlock Non-HVHZ odf Impact Resistant: N/A -Deslgn Pressure: NjA Other: See evaluation report for limits of use. Verified Byz-Zachary_R. PriestPE_74021_---__— Created by Independent Third Party: Yes Evaluation Reports FL9777 RSI AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ Ddf Created by Independent Third Party: Yes 9777.6 Weatherlock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: No FL9777 1111 II OCR14002 Bb 2917 FBC Evaluation Rep EL Weatherlock HVHZ Ddf 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 FL9777 R11 AE OCR14002.8b 2017 FBC Evaluation Reoort Weathercock HVHZ.odf Created by Independent Third Party: Yes Weatherl-ock Specialty Tile & Metal I Weatherproofing Undedayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/-142.5 Other: See evaluation report for limits of use. Installation Instructions FL9777 R31 If OCR14002 8a 2017 FBC Evaluation Renort Weathercock Non-HVHZ.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 RI I AE OCR14002 8a 2017 FBC Evaluation Report Weatherlock Non-tIVHZ.Ddf Created by Independent Third Party: Yes Contact Us :; 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 85n-ay-tom The State of Fledda Is an AAIEEO emptgyer. Coovdaht 2OO7-2013 S=e of Florida. s Privacy Statement :: ACaaIblllty Statement :: 11elund Statement Under Florida law, email addresses are public records. If you do not want your e-mail atldress released In mospmrse to a publlcrecords request, do not send electronic malt to this entity. Instead, concoct the once by phone or by traditional man. If you have any questions, please Contact 650,487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, enective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The crawls provided may be used for official communication with We licensee. However email addresses are public record. If you to not wish to wpply a personal address, please prbvide Me Department with an email address which con be made available to the pubile To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M®®EqE �ecu ri 1Yn31°rtur, i i Milli rI aI - BCIS Home 10, In User RegLttratlon _ Hot Topks Submit Surcbarye i Scats a Fatts Puallcatioioi FK Stan I KIS SIM Map Unxs S n rI db �t Vroduct ApprovalFILE COPY , i USER: Pubfic User PmE El ii1 M > PtII r apUiwtipn ScareM1 > &Plfconon Us t > Application detail �0Z—O4Zp FL # FLvision R �� % 5,�2,(il C Application Type Revision Code version 2Di7 ST. LUCIE COUNTY BUILDING DI ION Application Status Approved REVIEWED FOR COMPLIANCE �A AA Comments —' "' I PLA AND PERM T MUST BE KEPT O JOB Archived SITE OR NO INSPECTION(S) WIL MADE Product Manufacturer I A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE, FL 34982 CONCH TFRESpT oNSIBI`TYOFTMENs kylEwhit 228@aol.com SCANNED CONYRACIIOR OR RECORD BY Authorized Signature Kyle Taylor St, Lucie County kylewhite228@aol.com Technical Representative Address/Phone/Email 114ESE FLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Quality Assurance Representative REQUIRED BY FIELD INSPEC 1RS THAT O MAY BE NECESSARY IN ORDER TO Address/Phone/Email COMPLY WITH ALL APPLICABLE CODES. Category Rooting Subcategory Metal Roofing 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 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 EL17443 RI COI FL 17443 1 A Taylor 2012 Code Eval Report with Detaik RSSS.Rd Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 Equivalence of Product Standards Certified By Sections from the Code Year 2003 _ 2012 2006 1, Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 02/14/2018 Date Pending FBC Approval 02/17/2018 Date Approved 04/10/2018 Summary of Products 1 FL # I Model, Number or Name Description t 17443.1 5 V Crimp 26GA 1/2" rib height over 15/32" APA plywood Limits of Use Installation Instructions Approved for use In HVHZ: No [ Approved for use outside HVHZ: Yes EL17443 111 II FL 17443 J A Taylor 2917 Code Eval Report Impact Resistant: NIA Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/-129.25 Created by Independent Third Party: Yes Other:-129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety Evaluation Reports . 2:1 with 24" max. Coverage Install per manufacturers detail. FL17443 RI AE FL 17443 J A Taylor ZQjZLQdLEyjLBg= Not for use in HVHZ. with Details R5 -a fi 11_f Created by Independent Third Party: Yes � 17443.2 VICTORIAN CRIMP SHINGLE 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32" PLYWOOD j Limits of Use Approved for use in HVHZ: No Installation Instructions FL17443 RI 11 FL 17443 ] Taylor Approved for use outside HVHZ: Yes A 2017 Code Eva[ Rep= with Drtails pd( Impact Resistant: N/A Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/-105 Created by Independent Third Party: Yes Other:-105PSF margin of safety 2:1. Install per Evaluation Reports manufacturer's details and In compliance with FBC 2017 6th FL17443 RI AE FL 17443 I A Taylor 20t7 Code Eval Rp,= ed. Not L for use in HVHZ. with Details RSSS,pd Created by Independent Third Party: Yes Independent Ed l Contact ❑_ :: 2601 elan Stone Road. Tallahassee R 32399 Phone: 850-487,1824 The State of Honda Is an WeED employer. C ,Mht 2007-2013 State of Florida. :: p I�,y Statement :: A ... (blittv Statement :: Refund Statement Under Stride law, email addresses are public records. if you do not want your a -mall address released in response w a public records request, do not send electronic mall ro this entity. Instead, contact the office by phone Or by traditional mail. If you have any quevtons, please tOmso, 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective 0ctaber 1, 2012, IlcenseM licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for offidal communication with the licensee. However email addresses are puck retard. If you do not wish to supply a personal address, please provide the Department with an email address which On be mad. available to me public. To determine If you are a hcenaee under Chapter 455, F.S., please of& bare . Product Approval Accept: MM RXH Credit Card Safe LI Fort Pierce, FL 34962 (772)466-4040 Compliant with Florida Building Code 2017 (e ed.) Compliant with Florida Product Approval Rule 0 61G203 Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY SVCrimp thru fastened W rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM A792, G-50, AZSS, .018, SOksi min. over min.15/32" thick CDX plywood deck. Corrosion Resistant fastener 119-15 H WH with sealing washers, metal to wood connections with fastener length to penetrate S/I6" thrusubstrate. Fasten along the crown of the rib in the 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.1S/32"), this attachment is to be used In addition to existing attachment. Deck slope 2:12 or greater and shall.. be compliant with.. FBC 2017 6TM ed. Undedayment: See FBC 2017 6TM ad., Sec. IS07 Table 1507.1.1 '"Design Pressure: Spacing: -69.25 PSF 16" O.C. -129.25 PSF 1 6" O.C. 266A ASTM A792, G-50, AZ55, .018, Saks[ Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener#10 x 1" Zinc plated, MTW 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 61 "ed., Sec.1507 Table 1507.1.1 "Design Pressure: -105 PSF --Utatt.ry Yxt35UM rNCLUVE5A SAFETY MARGIN Of 2:1 Reference Data: TEST REPORTS Hurricane Test laboratory (TST-1527) #0224-0501-06 TA5125 (UL 580.943) PRI Construction Materials Technologies (TST-5878) #FAE-023.02-01 UL 580-06/UL 1897-W 1. UL 580-94 teststandards are equivalent to UL s80-o6-test standards. Z. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. 1. VUnderlayment to be compliance with current Florida Building Code (FBQ2017 6TM ed.. see Chart 2507.1.1 2. Minimum slope to be compliant with Florida Building Cade 2017 6°h ed., and per with Manufacturers installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G2G-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdictionis allowed by other registered engineers. S. Fire classification is notpart of this acceptance. Sheardiaphragm values are outside this report. 6. Support framing in compliance w/FBC2017 6' ed., Chapter 22Steel, Chapter 23Wood 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 manufacturin�Q(t�;�i�tuting products ttt under this evaluation. `��aOwpphrrrr Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or ,�k kp pWTi�$ur(&Jgr this report. `�SE •. S1N1V- 5 V Crimp Fastener- #9-15 corrosion resistant w/sealing washers 24" coveraoe 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 AT LOCK SEAM ) CUT 1/2 SHINGLE REATE STAGGERED ERN ORIAN CRIMP IGLES I FPP 9"EXPOSURE Fastenert 10 x 1 " Zinc Plated MTW Pancake Head