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Home My WebLink AboutProduct Approval; Metal Roofingr L_ npas;�a{{,Ytl'itt }Li70T,1191k �3�j ' P C} St t trait y !' Fig 4 1 a ci ai a t — `i { �I�tl�ii�ltl'o! t t i }Ci �i z t (�. � `. i I` � I f !! -. .. . • pcg. . . duF�s.,F � ...,5 M,.� a 3r<tc. tsa4� � ,i�i.irilihi Ueda i.,� u 1 rt 1� ltl6ni;i k �ilni .. .. %HI .: • , , - .. BCIS Home I Log In l User Registration Hot Topics Submit Surcharge i Stats & Facts I Publications FBC Staff ( BCIS Site Map Links Search Florida . f Product Approval pr USER: Public User Product pproval Menu > Product or Agplieafion Search >. Application List > Application Detail FILE FL17443 RS Application Type Revision Code Version 2017. �•�VIEWED FE Application Status Approved 0 E: COMPLIANC Comments , i I Archived a LUCIE �®��9"� ,. .. • sl O : Product Manufacturer 3 A TAYLOR ROOFING Address/Phone/Email. 302 Melton Drive FT PIERCE, FL 34982 (772)'466-4040 kyl ewh ite228 @a ol. co m Authorized Signature Kyle Taylor kyle white228@aoLcom Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing' Compliance Method Evaluation Report from a Florida' Registered Architect ora 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..Reportwith Details �S p—df ( ) Standard Year Referenced Standard and Year of Standard TAS 125 2003 UL1897 " 2012 UL580. 2006 . Equivalence of Product Standards Certified By ections rom:the'Code' ; " ' Prod uct.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 FL # Mod 62 1, Number or Name. Description . —1 17443,1 1/2 rib. eight over 15/32' APA plyivo� od� Limits:of Use q Installation Instructions Approved for use in HVHZ: No FL17443 R1 II FL 17443 1 A Taylor 2017 Code Eval Report with Details RS pelf - .Approved for use outside HVHZ: Yes 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. g16" o.c. margin of safety Evaluation Reports 2:1 with 24" max. coverage Install per manufacturers detail. FL17443 R3 AE FL 17443 I A'Taylor 2017 Code Eva Rely with Details RSSS& f Not For use in HVHZ, 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 Limits of Use Installation Instructions Approved for use in HVHZ: No FL17443 l21 'II FL 17443 1 A Taylor 2017 Code Eval Report Approved, for use outside HVHZ: Yes with Details RSSS- f 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 R1 AE FL 17443 3 A Taylor 2017 Code Eval Reps ed. Not for use in HVHZ., with Details RSSS.I�df Created,by Independent Third. Party: Yes Contact Us :;'2601 Blair Stone'Road, Tallahassee FL'32399 Phone: 850.487-1824 The.State of Florida is an AA/EEO employer. Copyljght 2007-2013 State of Florida.':: Edv,_cy_5jgLe= :: Accessibility Statement;: Refund Statement Under Florida law, email 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 mall. If you.have any questions, 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 proylde the Department: with an emall,address which can be made available to:the public. To determine If you are a licensee under:Chapter 455, F.&, please click here .' Product Approval Accepts: relit Card ..... . Safe . 302 Milton Drive Fort Pierce, FL 34962. (772) 466.4040 Compliant with Florida Building Code 2011(6" ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant Quality Assurance Program. PRI CONSTRUCTION MATERIALS TECHNOLOGY FBC Sections: 1504.3.2,.1507 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, AZ55, .018, 50ksi min. over min.15/32" thick CDR plywood deck. Corrosion Resistant fastener #9-15 HWH with sealing 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. 81)x2" annular ring shank. nails spaced 6" O.C. reroofing; with. less than 19/32" plywood (min.15/32"), this attachment 1' to be. used in addition to, existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 67H ed. Underlayment: See FBC 2017 6T" ed:, Sec. 1507 Table 1507.1.1 **Design Pressure :.. Spacing:.. -69.25 PSF 26" O.C. -129.25 PSF •' • o ... a M. 26GA ASTM A792, G-50, AZ55, .018, 50ksi Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener #10 x 1" Zincplated, 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 2017.0 ed. Underlayment: See FBC 2017 6T" ed., See.1507 Table 1507.1.1 **Design Pressure: -105 PSF **DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1 Reference Data: TEST REPORTS Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS'125 (UL 580-941) PRI Construction Materials Technologies (TST-5878) #FAE-623-02-01 UL 580-06/UL 1897-042 1. UL 580-94 test standards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. Limitations: 1. Underlayment to be compliance with current Florida Building.Code (FBC)2017 6T" ed...see, Chart 1597.1,1 2. Minimum slope to be compliant with Florida Building Code 201161h ed., and per with Manufacturer's 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'I.is allowed by other registered engineers; 5. Fire classification is not part of this acceptance. Shear.diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6•' ed.; .Chapter 22 Steel, Chapter23.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%Tfi111jsiputing products under this evaluation. fIi n r Locke Bowden, P.E. is not owned; operated;'or controlled by any company, manufacturer, or �� ii r��7 et u�,{ r this report. `�.`G��; \GE��t "�� . �. OQ l _ sea No• � 9 . R . /� FLO FSSIN O$JSI ON •' • o ... a M. 26GA ASTM A792, G-50, AZ55, .018, 50ksi Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses. Corrosion Resistant Fastener #10 x 1" Zincplated, 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 2017.0 ed. Underlayment: See FBC 2017 6T" ed., See.1507 Table 1507.1.1 **Design Pressure: -105 PSF **DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1 Reference Data: TEST REPORTS Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS'125 (UL 580-941) PRI Construction Materials Technologies (TST-5878) #FAE-623-02-01 UL 580-06/UL 1897-042 1. UL 580-94 test standards are equivalent to UL 580-06 test standards. 2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards. Limitations: 1. Underlayment to be compliance with current Florida Building.Code (FBC)2017 6T" ed...see, Chart 1597.1,1 2. Minimum slope to be compliant with Florida Building Code 201161h ed., and per with Manufacturer's 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'I.is allowed by other registered engineers; 5. Fire classification is not part of this acceptance. Shear.diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6•' ed.; .Chapter 22 Steel, Chapter23.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%Tfi111jsiputing products under this evaluation. fIi n r Locke Bowden, P.E. is not owned; operated;'or controlled by any company, manufacturer, or �� ii r��7 et u�,{ r this report. `�.`G��; \GE��t "�� . �. OQ l _ sea No• � 9 . R . /� FLO FSSIN O$JSI ON 5 V Crimp Fastener- #9-15 corrosion resistant wlsealing 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 fastening12"o.c: Panel Width: 26" Panel Coverage: 24"maximum 26 GA Architectural Metal Roof panel i MINIMUM 2 FASTENERS Fastener.#10 x 9" AT LOCK.SEAM Zinc Plated MTW Jfl ''t •l �1 r'1t� + °f Pancake Head FIELD CUT 1/2 SHINGLE - -- - — TO CREATE STAGGERED PATTERN VICTORIAN CRIMP SHINGLES I