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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online a5 � Page 1 of 4 BCIS Home i Log In User Registration �i-iCrIU3 : +f _1 Product Approval dr-1 K";.) t ' ,y USER: Public User Product Approval Menu > Product or�ppli� "ksr s fr FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature r Technical Representative Address/Phone/Email Quality Assurance Representative) Address/Phone/Email Category Subcategory Compliance Method . SGABNMNED y rxs Y Topics ; Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Search > App ,ation List > Application Detail Ft17T7Z R7 Revision 2017 Approved 08/18/2017v. date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 nvalidation@yahoo.com Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 rchard@emfab.net Roofing Metal Roofing RECEIVED N.r;? 0 4 2018 -ucle County, Permitting RECEIVED APR 04 2018 $T, Wcie county, Permitting Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 Expi ation Date 04/22/2024 Validated By Zachary R. Priest, P.E. ;�Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year of Standard) Equivalence of Product Certified By Sections from the Code FL17022 R7 COI FL 170Z2_1 5 V CRLMP ssr.pdf Standard Year TAS 125 2003 UL 1897 2012 UL580 2006 http://www.floridabuilding.orglprlprLapp_dtt. aspx?param=:,�vGEVXQwtDgv2aBQpHpQQ... 1/10/2018 Florida Building Code Online Page 2 of 4 G Product Approval Method I Method 1 Option D Date Submitted 08/18/2017 Date Validated 0812512017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10J2017 Summary of Products FL Model, N tuber or Name ,Description = i 0.1 1 - "SV - trip" {iR6i) 26 Gauge steel 3J8 nb height, 2 " wt tapped roc 3r1e1 — ,� = imechaniically a : ched to 15/32_ plywoodroraWood DAk th fasteners _ �, Limits of Use �Iri9taltatrori-Instructions"-"`'� Approved for use in HVHZ: No FL17022 R7 II FL 17022_i 5 V CRIMPJssr.pdIF Approved for use outside HVH : Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/AJ-Table Evaluation Reports Other: Refer to evaluation repo for conditions. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP sSr•ndf assembly in compliance with the ' .taflation method listed in Created by Independent Third Party: Yes this report and applicable code s [ions of FBC. Refer to manufacturer's Installation instru tions. 17022.2 2 - "5V rimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: N FL17022 R7 II FL 17022.2 5 V_CRIMP 0.032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HV Z: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-Tabl A Evaluation Reports Other: Refer to evaluation rep rt for conditions. Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 assembly in compliance with th installation method listed in ALUM ssr.pdf this report and applicable code ections of FBC. Refer to Created by Independent Third Party: Yes manufacturer's installation inst uctions. 17022.3 3 - "1 5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.3 1.5 MMECtLA—rfflCAL Approved for use outside VHZ: Yes seam 24qa ssrr df Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/-Ta le A Created by Independent Third Party: Yes Other: Refer to evaluation re ort for conditions and Evaluation Reports limitations of use. Install the ssembly in compliance with FL17022 R' _AE FL 17022 3 1_5 P1ECHANICAL the installation method listed n this report and applicable seam 24oa ssr.pdf code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes ictstructions- 17022.4 4 - ' 1.5" Mechanical Seam" (R5) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVH : No FL17022 R7 II FL 170224 MECHANCIAL SEAM Approved for use outsid HVHZ: Yes ALUMINUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/- able A Created by Independent Third Party: Yes Other: Refer to evaluation eport for conditions and Evaluation Reports limitations of use. Install th assembly in compliance with FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM ALUMINUM ssrpdf the installation method liste in this report and applicable code sections of FBC. Refer o manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 5 "1 in. Nall Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use twstallaYtna Umtructiotts Approved for use in HV Z: No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: +N/A Table A Evaluation Reports Other: Refer to evaluatio i report for conditions and FL17022 R7 AE FL 17022 !L 1_0 NAILSTRIP s-s.r,pdf Created by Independent Third Party: Yes limitations of use. Install t e assembly in compliance with http://vvww.floridabuilding.org/pr pr_app_dtl.aspx?param=wGEVXQwtDnv2aBQpHpQQ... 1/10/2018 Florida Building Code Online Page 3 of 4 f the installation method listed in this }eport and applicable -code sections of FBC. Refer to manu cturer's installation llnstnlctions. ' 17022.6 6 - "1 in. Pf it Strip" (R5) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report f r conditions and limitations of use. Install the assem ly in compliance with the installation method listed in thi report and applicable code sections of FBC. Refer to man I facturer's installation Instructions. 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 1513V plywood or Wood Deck with fasteners, Installation Instructions t FL17022 R7 II FL 17022.E 1.0 NAST IL RIP 0.03Z ALUM ssr.odf Verified By: Locke Bowden, P.E. 40704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE__FL 17022_6 _1._0 NAIL STRIP 0_032 ALUM ssr.pdf Created by Independent Third Party: Yes 17022.7 7 - "1.5 in Nail Strip" (115) 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Approved for use in HVHZ: No Approved for use outside HVH Impact Resistant: No : Yes Installation Instructions FL17022 R7 II FL 17022.7 1;5 Nail Strip 26GA_s5r.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report or conditions and Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strip 265A ssr.odf Created by Independent Third Party: Yes limitations of use. Install the asse bly in compliance with the installation method listed in thi report and applicable code sections of FBC. Refer to marl facturer's installation Instructions. 17022.8 8 - "EMA Rib" (115) 29 gauge steel, lapped roof panel mechanically attached to 15f 3Z' Plycaoad os etcAd deck cc'ttSti exposed faJte..ecs. Limits of Use Installation Instructions Approved for use in HVHZ: No EL17022 R7 II FL 177022.8 EMAX Rib ssr.pdf Approved for use outside HVH : Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +PI/A/-Table Evaluation Reports Other: Refer to evaluation repo for conditions and FL17022R7 AE FL_177022.8 E1,IAX Rib ssr-pdf limitations of use. Install the asse bly in compliance with Created by Independent Third Party: Yes the installation method listed in tl is report and applicable code sections of FBC. Refer to ma ufacturer's installation instructions. 17022.9 19 - " PBJ MAX" (RS) 126 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: N FL17022_R7 II FL 17022.9 PBR RIB ssr.pdf Approved for use outside HV 2: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No IA Created by Independent Third Party: Yes A/ -Table Design Pressure: +N/ Evaluation Reports Otherc:Retryforsati%�akion;WPz Eoccoa'" '&wms Ft474ZZ �i 0.E FCtiQZ2.946tt1ti6 ssc-pdf assembly limitations of use. Install the asse in compliance with Created by Independent Third Party: Yes the installation method listed in report and applicable �lis code sections of FBC. Refer to m nufacturer's installation instructions. Back Next :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-437-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses a 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, c ntact 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, eff ctive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided ma 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 he Department with an email address wh(ch can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Elrr F1 � :Lest 0 Credit Card Safe 77711 httU://ww-w.floridabuilding.org/pr/pr�a.pp_dtl.aspx?param=wGEVXQwtDrlv2aBQpHpQQ... 1/10/201 S 2160 SW Poma Drive Palm City, FL 34990 (772)872 8034 '�w_.; 2017 (6th ed.) Compliant with Florida Building Cod Compliant with Florida Product Appr val Rube ## 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Proof anel FOC Sec.1507.4.2 Yield strength: 50 ksi min.; ttached to rain.15/32" plywood or Wood Deck w/ min. 0.42 specific ravity with screws. 24"' Coverage Rib Height 3/8" Corrosion Resistant Compliant: FOC Sec.1507.4.3 Fastener 1(Method 1 Attachment): 9 x 1-1/2" "ex -Washer Mead wood screw* to penetrate 3/16" mina thru deck or 5/8" embe went into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attach ent): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5 6" embedment into good plank. (*or sufficient length to meet requirements) Underlayment: To be compliant wi h FOC Sec. Chart 1507.1.1 Slope: Shall be in compliance with BC Sec.1507. See Fastener attachment specifications above Install Details: Table A Allowable Lo ds METHOD 1 a I_F 00-T2 METHOD 3 METHOD 4 DESIGN PRESSURES -86 PSF i-93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" o.c. 6" O.C. 6" ox. FASTENER SPACING (ALONG Panel width) 12" o.c. 2" o.c- 12" O.C. 12" O.C. FASTENER SIZE #9 1 ##10 , #10 no UL 80-06 & 1597-041 Test Deport C05893.01-450-13 05/02/14 Test Report F3366.01-450-18 12/18/15 °SAS 125-03 Test Report D05893.02-450-16 07/22/14 *EQUIVALENCY- UL 1897-04 is equivalent € test standard UL 1897-1 x'Design pressure margin of safety 2,1 y�t 4fPPPPpgo_ _-- Locke Bowden, RE. does not have, not wits acqu re a financial intro, �+ ��r sr� � �+ oacturing or distributing products under this evaluation. o" Locke Bowden, P.E. is not owned, operated, or c ntrolled by air coinpa►(Vorrr �ir�fa�turea, or distributing products under this report.Fvi f ✓' 4. ��-< �f ate/; 7/7' L tit��n'+�`', r. - i ^ �' . FL17022.1 6V virirnp (26GA Steel), 24" Wide Root ranel - Details Limitations: 1. Underlayment to be compliance with current Florilla Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6tl' ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. 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. 6. Support framing in compliance w/FBC 2017 6th a , Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, �p'commended product use outside of this report. Deck: 15132" or greater PI d, or Mod plank 3/V" Nominal 12" O.C. Panel Overlap -- Fasteners - 9g x 1-112' Min. or 910 x 1.10 Min. per Table';?" forRow 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws 4an,�A pTti'Me Nominal 12" O.C. Fasten D x 1-1/2" Min. or #10 X 1-1/2" Min. per —fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Wdth Referto Table "A" for Spacing Along Panel Length Deck-15132" or greater Plywood, or -Wood plank