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Home My WebLink AboutProduct Approval - metal rr � 1 � +l �r 1 1 • M'L [4- 4 r aCIS Home tnq In User Motstratlon Hot Tapka 5utxnit Surcharge Stets R Fact: Publtottans contact lb BCIS Site map Link+ Search Prodpr k. USER:uct Approval ��f�".',`7tfslR:wale User r ProductDwroval Me rw>p��ct or Anoll�rgrton Scorn>BQ2UUk9 j&>Appticstten Detail '�'r•; FL 0 FL17443-112 Application Type Revision Code Version 2020 Application Status Approved Comments Archived O �/ FORik&IE—WED� 8 S Product Manufacturer l A TAYLOR ROOFING CODE CO Address/Phone/Emall 302 Melton Drive MPLIANCP (77PIERCE, )a6s aoao498z ST. LUCIE COUNTY kylewhite228*aol.com BOCC Authorized Signature Kyle Taylor kylewhlte2280aol.com Technical Representative Address/Phone/Email Quality Assurance Representative File Copy Address/Phone/Emall Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Flc rida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Locke Bowden Evaluation Report Florida License PE-49704 1 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/23/2023 Validated By Diane Marotta, P.E. Validation Checklist-Hardcopy Received Certificate of independence F_ lL-7g4,�R�Q 1 PI 174 3 R3 ]A Taylor fBC Cody�Vol port with Details-sss.odf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL1897 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 12103/2020 Date Validated 12/13/2020 Date Pending FBC Approval 01/06/2021 Date Approved 02/09/2021 Summary of Products FL ft�_- -••�- Model,Number or Name Description.� 17443.1 5 V Crimp 26GA 1/2'rib height over 15/32'APA plywood Limits of Use - —' -- InstallaUon Instructions Approved for use In HVHZ:No FL17443 92 II FL17443 R2 3 A Taylor FBC S ode Evai,Renort Approved for use outside HVHZ:Yes with Detalls-Sss.pd Impact Resistant: N/A 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.-69.25 915"o.c. margin of safety (Evaluation Reports 2:1 with 24'max.coverage Install per manufacturers detail. FL17443 R2 At FL17443 R2 I A Taylor FBC Code EvaTI Not for use In HVHZ. &sort with Details-sss.Rd _- Created by Independent Third Party:Yes _ r171742 VICTORIAN CRIMP SHINGLE 26GA 1/2- RIB-PANELS LOCK INTO PREVIOUS PANELS;1VER ----•- -__ _ . _-- -...__ __ _�..__ CDX/APA 15/32"PLYWOOD ---�- Limits of Use Installation Instructions Approved for use In HVHZ No 413 RZ II FL17443 R2 ]A Taylor FBC Code Eva)Begart Approved for use outside HVHZ:Yes lylth Detalls-sss.W Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-105 Created by Independent Thlyd Party:Yes Other:-105PSF margin of safety 2:1, install per Evaluation Reports manufacturer's details and In compliance with CURRENT FBC FL17443 R2 AE FL17443 112 1 A Taylor FBC Code Evai not for use In HVHZ, &part with Detalls-sss.pf Created by Independent Third Party: Yes 6xh Ma�1 , Contact as::,1,601 Wait Stone anad.Tallahassee Ft 32399 Pncne:85 -487-1824 , The State of Florld■Is on ANEE0 employer,Copyllgbl 2007-2013 State or Florida.::Privacy Statement::AccesslbUlty Statement;;Refund Stateme; Under Pbrlde law,email addresses ere public records.If you do not want your e-mail address released In response to a public-records request,do not send of nlc mole to this e".Instead,contact toe office by phone or by traditional mail.It you have env puestlons,please contact 050.487.1395.'Pursuant to Section 45 .275(2), Florida statutes,effective October 1,2012,Ikansees Ilcensed under Chapter 455,F.S.must provide the Department with an email address if trey hove one.T 4ma8a provided may be used far oMdat communication w"the licensee.However small addressee are pubk record.If you do not wish to supply a personal addres please provide the Department with an small address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dl hSf9_. Product Approval Aocopta: ® 1�frt1 PM IlilIa Credit Card Safe I I I I J A TAYLOR 302 Milton Dr. Drive Fort Pierce, FL 34 2 Florida Product Approval#17443 Method:1-D (772)466-4040 Compliant with CURRENT Florida Building Code Compliant with Florida Product Approval Rule g 61G20-3 Compliant Quality Assurance Program.PRI CONSTRUCTION MATERIALS TECHNOLOGY 5V Crimp thru fastened%"rib at each panel edge and 1 fastener In the center of the panel,24'net coverage,26GA ASTM A792,G-50,AZS5,.018,SOksl min.over thin.15/32"thick CDX plywood deck. Corrosion Resistant fastener 99-1S MINH with searing washers,metal to wood connections with fastener length to penetrate 5/16"thru substrate. 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.SDx2"annular ring span nails spaced 6"O.C.re-roofing,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 campliant with FCurrent FBC Under-layment:See FBC Sec. IS07 ••Design Pressure: Spacing: -69.25 PSF 16"O.C. -129.25 PSF 6"O.C. 266A ASTM A792,G-50,AZ55,.018,50Iai 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 CURRENT Under-layment:See CURRENT FBC Under-layment Sec.1507 Table •'Design Pressure: -10S PSF •'DESIGN PRESSURENCLUDES-A-SAFFFY MARGIN OF 2:1 TEST REPORTS Reference Data: Hurricane Test Laboratory(TST-1527) PR Construction Materials Technologies(TST-5878) #0224-0501-06 TAS 125(UL S80-942) #FAE-023-02-01 UL 580-06/UL 1897-041 1.UL 580-94 test standards ore equivalent to UL 580-06 test standards. Z UL 1897-04 test standards are equivalent to UL 1897-12 test standards. Under-layment to be compliance with Current Florida Building Cade(FBC).see Charts Minimum slope to be compliant CURRENT Florida Building Code and per with Manufacturer's Installation reference. t Products are compliant with State of Florida product approval per Rule 61G2D-3. Compliance Method: 1-0 3. Engineering analysis for"project specific approval by local authorities w[Jurisdiction is allowed by other registered engineers. 4. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. S. Support framing in compliance w/CURRENT FLMDA BUILDING CODE Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading. 6. This report does not Imply warranty,installation, recommended product use outside of this report. Certif irate of Independence: Locke Bowden,P.E.does not have,nor will acquire a Financlai interest in any company manuFacturing or distributing products under this evaluation. `��sti� a Locke owden,P.E.is not owned,operated,or controlled by any Company, �"'10 rrrrr ��,,• -L manufacturer or distributing products under report. �•` �� •lp • o.49704 a %�•• STATE OF • 4r� 413/0NA N�t�� I I 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 Current 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 1 MINIMUM 2 FASTENERS Fastener:#lox 1' ,I !' AT LOCK SEAM Zinc Plated MTW Pancake Head FIELD CUT 112 SHINGLE —TO CREATE STAGGERED PATTERN VICTORIAN CRIMP SHINGLES I VICTORIAN CRIMP SHIN I w I ' � LOCK SEAM _ _ _ _ p i 9"EXPOSURE