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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGRECEIVED AUG 092018 ��,✓l� .y y�i�•'-- F"i' �t ��an�r Pirnlittltg; i� a r eCES Home ;log In ! User Registration i Not Top -us } Submr Surcharge Stats & Facts Pubricatinne i FUC.Statf i' BCIS Site'Map ; Links !_ Search A7 b03d Product Approval ';��,• USER: AyhllC User d,.xtS aStc^:ry n.^' Frndu:;t.Aranlval Meru> F<tducr or Arnhcanrn Seard(> Arl aHon t€,: > Application Detail a? Y FL z FL17022-R7 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/Ernail 08118/2017v. date reapply 06/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 ilvalidation@yahoo.com Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 Rchard@emfab.net Category Roofing Subcategory ieta Rtwfin Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed LOCKE BOWDEN the Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 04/22/2024 Validated By zachary R. Priest, P.a. validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022. 1 5 V CRIMP Ssr )df Referenced Standard and Year (of standard) Standard TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code yes 2003 2012 2006 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products r FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underiayments Limits of Use Installation Instructions Approved for use in HVHZ: No Fl,.if04F R6 T.T 2017 09 FINAL. ER TRI- Approved for use outside HVHZ: Yes BUR T. LIN()r.Rf AY4i .NT �t S n04g-R6.ndP Impact Resistant: N/A Verified By; Robert Rierninen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of roam -on tile systems overtop the self -adhering FLi6048_ R6 AE 2017 0% FINAL F..R I?iL underlayment for one particular application. See ER Section 800=7 UNDERLAY,, 7'� FL16048-R6 odf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Beck tYext Contact Us.:: 760.1. Glair Stone Road Tallahassee R 32399 Phone: 850•.487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 Stare of Florida.:: privacy Statement :: 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 mall 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), FloridaStatutes, effective October i, 2012, licensees licensed under chapter 455, F.S. must provide the'Deoartment with An email address If they have one. -Fite 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 the Department with fin email address which can be made available to Ute,public, To detemniue If you area licensee under Chapter 455, F.S.,please tuck; here . Product Appr—rooval AAcce�pts: El M OR Credit Cwd safe !160 SW Ponca Drive Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ ruin. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment). #9 x 1-1/2" Hex -Washer Head wood screw` to penetrate 311V min. thru deck or 5/8." embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min, thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1S07.1.1 Slope: Shall be in compliance with FBC Sec.1507. See Fastener attachment sDecifications abnve Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.S PSF -101 PSF -228 PSF ROW SPACING 12" o.c. 12" ®:c. 12" O.C. FASTENER SPACING (ALONG Panel width) 1 12" o.c. FASTENER SIZE I #9 #10 #10 #10 Reference Data: ARCHITEcrURAL TESTING, INC. TST ID##: 1.527 UL 580-06 & 1897-041 Test Report 893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to teststandard UL 1897-12 *Design pressure margin of safety 2.1 Locke Bowden, U. Sowden, P.E. does not have, not will acquire a financial in Ire�rm�� facturing or distributing products. under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by air cosipati ;)rnjjl5fa4turepD ortUstributing products under this report. r`r �� (� j► e 3 a d VC) FL17022.1 5VCrNmm 24=Wide Roof Panel ~Details 1.Undorlayment to be compliance with current Florida Building Code (FBC)201761h ed. 2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference. 3.Products are compliant for State ofFlorida product approval per Rule GiG2O'8.Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 8.Support framing in compliance w/FBC 2017 VII ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7.This report does not imply warranty, installation, recommended product use outside ofthis report. Deck; 1613Z'orgreaterPlywood, or Wood plark __Fasteners - 4*1 .1Xwin, or 'Am win. perTable ^ for m= svuamp Roof Panel d Design Pressures li-ISPZOI-inhg�ralnead Wood Screws »r -. Nominal 12" Nominal 12" Fasten Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Wdth Panel Refer to Table "A"for'Spacing Along. Panel Overlap Length Deck- 15/32" or greater Plywood, or -Mod plank