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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFM � d ISCANNED BY`YJ 11 u -BCIS Home ', Log In [ user Registration i Hot7opics i Submit Surcharge I Stats & Facts Publications FBC Staff (BCIS Site Maps Links Search l Product Approval t U$wR public User P�oducC Approval Menu;> Product or Application Search > AgpiicaUon List > Application Detail FL # FL17443-R1 -PC--�/ Application Type Revision L �l.l r v Code Versicjn; 2017� Application Status Approved ST. LUCIE COUNTY BUILDING DIV REVIEWED FOR CO IANC REVIEW E ON ` 'Comments DgTE BY Archived r r PLANS AND P RMIT MUST BE SITE OR NO INSPECTION KEPT 70B ;Product Manufacturer 3 A TAYLOR ROOFING (S) WILL CONCEAN,e$�,�R' ,Mi — D11 A 1 ACi;It4Es�sTS 302 Melton Drive E MADE ARE THE RESPONSIBILITY OF THE FT PIERCE, FL 34982 CONTRACTOR OR RECORD (772) 466-4040 kyiewhite228@aol.com Authorized Signature Kyle Taylor kylewhite228@aol.com Technical Representative Add ress%Phone%Email Quality Assurance Representative. Address/Phone/Email `iHF-SE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 'category MAY BE NECESSARY IN ORDER TO Roofing COMPLY WITH ALL APPLICABLE CODES. 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 ArchitectName;who developed the Locke Bowden FILECOPY 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. J Validation Checklist - Hardcopy Received Certificate of Independence F4.17443 RI COI FL 17443 3 A Taylor 2017 Code Eval Report w1 h Details RSSS.pdf Referenced Standard and Ydar (of Standard) 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 of Method 1 Option D 01/24/2018 02/14/2018 IF 02/17/2018 04/10/2018 FL # Model, Number or Name 17443A 5 V.Crimp' Llmits; of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant:'N/A DesioWllressure- +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. Notfor use.in HVHZ. 17443:2 VICTORIAN CRIMP SHINGLE Llmlts`of Use Approved for use in HVHZ: No Approved for�use outside'HVHZ Yes Impact Resistant: N/A Design Pressure: +N/AJ-105 Other: 105PSF margih of safety 221., Install per manufacturer's detalls and in compliance with FBC 2017 6th ed. •Not�for useln HVHZ. Description _.__._._.... .... _ .:_.._. ._._..; 26GA 1/2" rib height over 15/32" APA plywood i ...... _. Installation Instructions FL17443 R1 II FL 17443 1 A Taylor 2017 Code Eval Report with Details RSSS Qdf Verified By: Locke Bowden, P,E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RI AE FL 17443 3 A Taylor 2017 Code Eval Report I with Details RSSS p Created by Independent Third Party: Yes 26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER CDX/APA 15/32" PLYWOOD _ -...__ ...................... _.... _...----.._.... __ . Installation Instructions j FL17443 R1 11 FL 17443 3 A Taylor 2017 Code Eval Report with Details RSSS.p&f Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17443 RI AE FL 17443 3 A Taylor 2017 Code Eval Report with Details RSSS.pdf Created by Independent Third Party: Yes tSack next Contad'Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 T66 State of Ffonda f5 an AA/EE0 employer.,.LgQyright 2002.2013 State of Florida.:: Privaty State,•ment :: Accessibliity. statement :: Refund Statement Under Florida law,.`email addresses are publiciecords, If you d not wentyour e-mail address released in response to a public -records request, donsend electronic mall •to this entity: Instead, contact the office by phone or by traditional mall. I(you have any questions, please contact 850.487.1395. 'Pursuant to Section 45527S(1), florid. Statutes; effectige 0 cco6 r,1 2012,'Iicensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have -one;,l'he` smalls provideif•may be -used for offidal communication with the licensee. However email addresses are public record, if you tlo not wish to supply a personal adiiresg,.please prpvlde [he Department with an;email address Which can be made available to the public. To determine if you area licensee under Chapter please dick ere. product Approval Accepts: M sCra 0 Credit Card Safe Corn FBC Of 302 Milton Drive Fort pierce, FL 34962 (772) 466-4040 with Florida Building Code 2017 (61' ed.) Fiarida Product Approvaf kule # 61G20-3 ant Quality Assurance Pragram3 PRI COMSTW&ION MATERIALS TECHNOLOGY ;ri" thru fastened K",rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM 2 -q; 5K A85,.018, SOksi'min. over min.15/3k thick CDX plywood deck. Corrosion Resistant fastener #9-15 HWH with ing washers, metakto.wood.conneetions with fastener length to penetrate 5/16" thru substrate. Fasten along the crown W rib in;the-center, of -panel; and along the lap. First fastener to be within 3" of panel edges. Min. 8Dx2" annular ring shank spaced'ii" O:C.:rerooiing, with'iess:than 19/32" plywood (min.15/32"), this attachment is to be used in addition to ting;.attat rnent. Deck slope 2412 or greater and shall be com liant with FBC 2017 6T" ed. Underlayment: See FBC 2017 6TM Sec. IS077ableA 7.1.1. " Design Pressure: Spacing: -69.25 PSF 16" O.C. -129.25 PSF 6" Q.C. rM A792; G-50,AZ55, .018, 50ksi'Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses. i Resistant:Fastener#10 x 1".Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied exposure; adjacent shingles`inserted into lock, seam of'previous shingle. Deck slope 2,12 or greater and shall be 1 witf. FBC 2617 6T",ed, Undedaymerre'See FBC 2017 6T" ed., See.1507 Table 1507.1.1 *'"Design Pressure: -105 PSF A SAFETY MARGIN OF2:1 Reference Data: Hur `cane Testaaboratory'(TST-1527.)' #0224-0501-06 TAS 125 (UL 580-941) PRI' onstruction Materials•Technologies (TST-5878) #FAE-023-02-01 UL 580-06/UL 1897-04z 1. U I58Q-94:teststandards are' equivalent,to UL 580-06 test standards. 1897-04 test standards are test standards. Underlaymentto be compliance with currenVFlorida Building Code (FBC)2017 0 ed.. see Chart 1507.1.1 Minimum slope .to be compliant with Florida !Building Code 2017 6th ed., and per with Manufacturer's installation reference. Productsare cornpliant,with State of'Florida.product approval per Rule 61G20-3. Compliance Method: 1-D Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. Fire classification •is notpart.of'thisacceptance.: Shear diaphragm values are outside this report. Supportframing;in;tortipliance w/FBC 2017 6'h ed.; Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. This repgrt does not -imply warranty, installation, recommended product use outside of this report. of Independence: Bowden,-P.E: does not have, not vrill acquire a financial interest in any company manufacturi%Tf, 11$51puting products this evaluation. 5�Dnrrhrrr Bowden, P E; is.notowned; operated, or controlled by any company, manufacturer, or �� I� IA roslt et uR er this 9 seal No• r r to -o �• `'� PEE p : �Z '., •. FLORA . • .,��,6.SS,0NP, ```�, 5 vtrjmp 'Fastener--#9-i5 corrosion resistant, w(sealing washers 24" d6veraoe Fastener:#9 x 15 corrosion resistant with sealing washers in 'Compliance with 2017 Florida Building Code, Section 1507 Pentheter fastenih9 :'6"o.c. ' " ""' " " ' " Main Field fas�tenlnglZbx,. Ptlillhel VVidfh:,26?' Panel Coverage: 24'!max'Imu ' mi 26GAArchitectural Metal RW'Pahel VICTORIAN CRIMP SH IR MINIMUM 2 FASTENERS AT LOCK SEAM I CUT 1/2 SHINGLE ZEATE STAGGERED ERN )RIAN-'CRIMP, SLES' 9"EXPOSURE Fastener: #10 x I" Zinc Plated MTW Pancake Head