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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online • Page 1 of 4 SCANNED M-51W BY �4. Lucie County d e616Hcne i Lo91n I Usar RcgistraUm ! Nca Top.Stbmlt Swdlar9e I Stara&Facts Nbll.vchir I rae still I gas site Map I L ssearcn bL' p x= Product Approval USER: HibM1<IJsel (}y�i„a`. acoranl MSL^J>S£dui:<I rllcaa =-gr�>�ypfeJr gy(�5 >. Applltatlon Detail FL * FL17022-RG Application Type Revision Code Version 2014 Application Status Approved Comments Archived _l Product Manufacturer Extreme Metal FabrlWtorSr LLC Addreess/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flva lidatlon @yahoo.com Authorized Slgnatirre James Buckner Jimmy@cbuckinc:net Technical Representative Richard McKuhen Addn35fPhorre/Email 216Q SW Pother Drive Palm City, FL 34990 (772) 872-8034 rlthard@emfab.net Quality Assurance Representative Address/Phone/Enroll Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architectora Licensed Florida Pmfesdonal Engineer I Evaluation Report - Hardoopy Received Florida Engineeror Atchlbect Name who developed James L. Buckner, PIE. @ CBUCK, Inc, the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Explratlon Date 04/22/2024 Validated By Michael John Rlemer, P.E. ; Validation Checklist - Hardcopy Received Certificate of Independence F Referenced Standard and Year (of Standard) Standard Year TAS 125 2003, UL 1897 2064 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code jr, He Copy http://www.floi idabuilding.org/pr/pr_app_dtl.aspx?paratn=wGE VXQwtDgv2aBQpHpQ... 12/15/2017 Florida Building Code Online It • Page 2 of 4 Product Approval.MeUmd Date Submitted Date Validated Date Pending FBC Approval Data Approved Date Revised Method 1 Option D 10/ZI/2016 1229/2016 10/24/2016 01/01/2017 08/18/2017 aummapL2r Proaucrs FL Model, Number or Na a Description 7022.1 1 -'SV Gimp' (R6) 26 Gauge steel, 3/8' rib height, 24' wide lapped roof panel mechanically attached to wood Deck with screws Limits of Use Approved far-ase-i Installation, Instructions F_L170Y2 R6 II Y 3VCr,,Litp 261ca Wood,Deck_EVALREPORT 96-1_f Verified By: James L. Buchner, P.E. 0 CBUCK.Englneeting P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant No Created by Independent Third Party: Yes esfgn.Pressure; /A/-TableA Evaluation Reports O valuation report for alzt2• R6 AE 1 5VComo 266a Wood Deck EVALREPORT R6.cdf Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly In compliance with the Installation method.. listed In this report and applicable code sections of FBC. Referto manufacturer's Installation Instructions as a supplemental' guide for attachment. 17022.2 2 -'SV Crimp' (R6) 0.032' Aluminum, 3/8' No height, 21' wide lapped roof panel, mechanically attached to woad deck with exposed screws. Limits of Use Installation Instructions Approved Far use in HVHZ: No FL37022 R6 II 2. SVCimp 032AI WoodDeck EVALREPORY R6. df Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant:,No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 2 SVComd 032A1um Wood Deck EVALREPORT R6,ddr Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly in compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions as a supplemental guide for attachment, 17022.3 3 -'1.S ff-hanical 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel Seam' (RS) mechanically attached to wood deck with dips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 3 1.5 Mech Seam 244A Woodpeck EVALREPORT:odf Verified. By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 .Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes DesignPressure: +N/A/ -Table A Evaluation' Reports Other: Refer to evaluation report for FL17022 R6 AE 3 I.S MechSeam 249a T P T Created by Independent Third Party: Yes Conditions and limitations of use. Install the assembly In compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. 17022.4 4 -'S.S' Mechanical 1.5-rib height, 161 wide, 0.032' aluminum, standing seem roof panel Seam' (RS) mechanically attached th wood deck with clips end screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL37022 R6 II 41 5 Approved for use outside HVHZ: Yes Seam ,Q32AIum 4Yo9d Deck EVALREPORT.atlf Impact Resistant: No Verified By: lames L Buchner, P.E. @ CBUCK Engineering P.E. *31242 Design Pressure: +N/A/ -Table A Crested by Independent Third Party: Yes Other: Refer,bo evaluatlon report for Evaluation Reports conditions and limitations of use. Install the LF 17022 R6 AE 4 1.5 assembly, In compliance with the Installation Mach Seam 032A1um Vloodl e k EVALREPORT.edf method listed in this report and applicable code Created by Independent Third Party: Yes sections of FBC. Refer to manufacturer's Installation Instructions as a supplemental guide for attachment. 17022.5 5+ "1 In. Nail Strip' (RS) i1rib helght, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck'with screws. http://www.floridabuilding.org/pr/pr_app_dtl,aspx?paratn=wGEVXQwtDgv2aBQpHpQ... 12/15/2017 Florida Building Code Online 41 • Page 3 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 RB II 5 SNailSbin 26ga Wood Deck EVALREPORT _ f Approved for use outside HVHZ: Yes Verified By: James L Buckner, P.E. @ CBUCKEngineering P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other Refer to evaluation report for FL17022'_R6 AE 5 ltallStrl 26ga WoodDeck EVALREPORT:odf Created by Independent Third, Party: Yes conditions and limitations of use. Install the assembly In compliance with the Installation method listed in this reportand applicable code sections of FBC. Refer to manufacturer's installation Instructions as a supplemental guide for attachment. 17022.6 6 -'1 in. Nail Ship' (115) 1" rib height, 16" wide, 0.032' aluminum, standing seam roof panel mechanically attached to mod'deck with screws. _ Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 6 1Nall trio . 032AJum WisQdDeck EVALREPbRTpdf' Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.EI *31242 Approved for,use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Referto evaluation reportfor FI-7022 R6 5 AIWIStrip 03ZAlum WoodDiack EV LRE O T df Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly in compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.3 7 -'S.S In. Nall Strip' (R5) 1.5" rib Height, 194 wide, 26 gauge steel, standing seam roof panel mechanically attached to wood,deck with: screws. Limits of Use Installation Instructions. Approved for use in HVHZ: No FL1:022 R6 II 7 1_SNailSbt� 26�a 4Fo etcJ_. ELVALRE?ORT-Pdf, Verified By: James L. Buckner, P.E. 0 CBUCK Engineering P.E. #31242 Approved for use. outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +H/A/-TableA Evaluation Reports Other: Refer to evaluation report for .FL_37022 R6 A'c' T 1.511a115ttio 26ga WoodDeck EVALREPORT.otlf Creates by Independent Third Party: Yes conditions and limitations of use. install the assembly in compliance with the installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's installationAnstructfons as a supplemental guide for attachment. 17022.8 a -'EMAX Rib" (RS) 29 gauge steel, lapped roof panel mechanically attached to wood click' with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No .FL17022 R6 II B EMAX Rib 29ga wood Deck EVALREPORTadf Verified' By: James L. Buckner P.E. 0 CBUCK.Engineering P.E. #31242 Approved For use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to ewl uationrt report for b' Woodbeck conditions and limitations of use. Install the Created by Independent Third Party: Yes ' assembly in compliance with the installation method listedin this report and applicable code sections of FBC. Refer to manufacturers Installation Instructions as a supplemental guide for attachment. 17022.9 9 - - PBR MAX- (RS) 26 gauge steel, lapped roof panel mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions .Approved for use in HVHZ: No FL17022 R6 11 9 PER_Rib. 26ga Mood Deck EVALREPORTadf Approved far use outside HVHZ: Yes Verified By: James L. Buckner, P.E. 0 CBUCK.Engineering P.E. #31242 Impact Resistant: No Create! by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 9PeR.Rib 26ga Wood Deck EVALREPORT.odf Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly In compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturers installation instructions as a supplemental guide for attachment. Fla k naxt COMect Vs:: 2WI Blair atone P.dd Tenah.s FL 2_r.99 PhOp, 850-4r,-le24 ii`t Sleh OPFlJtld3 i9an HryEfO PmDI%C/: CcamhaM1[TO]-2013 Stltt OfFlMde.:: PrWv Statern•n[:: Aa,WWIW5.!anent:: 0.efu sttempnt http:llwww.floridabuilding.orglpr,lpr_app_dtl.aspx?paratn=wGE VXQwtDgv2aBQpHpQ... 12/15i2017 Palm City, FL 34990 Compliant with Florida Building Code 2017 (e 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/ min. 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 3/16" 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 1507.1.1 Slope: Shall be in compliance with FBC c. 15 / See Fa ener attachment specifications above Install Details: Table A Allowable Loads METHOD i ETHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACNG 16" o.c. 16" o.c._ 8" o.c. 6" o.c. FASTENER SPACING (ALONG Panel wi h) 12" o.c. 12" o.c. 12" o.c. 12" c.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTIN 1 D#: 1527 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 test standard UL 1897-1 *Design pressure margin of safety 2.1 Locke Bowden, P.E. does not have, not will acquire a financial int� q al��Fcq aq(rm�fyfacturing or distributing products under this evaluation. v, ' Locke Bowden, P.E. is not owned, operated, or controlled by a& coinpad1prnkbR&Bturev, or distributing products under this report. bmICUF ,'f4rL/3f117 ;�• ;ter?ion.- ��;!�!" FL17O22.1 SVImp (26GA Steel), 24" Wide Roof el - Details Limitations: 1, Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6t' 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 61^ 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 of this report. 24- 12' 3!8" T� T Panel Profile O.C. I O.C. Fasten fg x 1-12" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel WAdlh Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank