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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFComments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email r Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1 Florida Engineer or Architect Name who devi the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Equivalence of Product Standards Certified By . Sections from the Code ig > Appllrallon DeW FL17022-R7 Revision 2017 Approved 08/18/2O17v date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FIL 34990 (772)872-8034 fivalidation@yahoo.wm Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 Rchard@emfab.net Roofing Metal Roofing, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -- - Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. OQ22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardeopy Received FL17022 R7 COI* FL 17022 t 5 V CRIMP ssrodf Standard Year TAS 125 2003' UL 1897 2012 UL 580 2006 114 1/8/2018 r Florida Building Code Online t Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 FL # Model, Number or Name Description 17022.1 1- "SV Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel I mechanically attached to 15/32" plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL 17022 R7 II fL 17022.1 S V CRIMP ssr Ddf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact`Resfstantz No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Evaluation Reports Other: Refer to evaluation report for conditions. Install the FL17022 R7 • AE FL 170221 5 V CRIMP ssr•,odf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes . this report and applicable code sections of FBC. Refer er to . manufacturer's installation instructions. 17022.2 2 - "5V Crimp" (R6) I 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15132" plywood or Wood Deck with exposed fasteners Limits of use. Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 17022.2 S V CRIMP 0,032 Ai UM ecr odf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Evaluation Reports 1 Other: Refer to evaluation report for conditions. nstall the FU7022 R7 AE Fl 17022.2 5 V CRIMP 0.032 ALUM ssnodf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. . 17022.3 3 - "1.5" Mechanical Seam" (R5) 1.5" rib height,.16" wide, 24 gauge steel, standing seam roof .panel mechanically attached to 15/32" plywood or wood deck with dips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 249a ssrodf Impact Resistant: No Verified By:, Locke Bowden, P.E. 49704 Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation' Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE Fl 17022.3 i.5 MECHANI_r_AL Installation method listed In this report and applicable code seam 24Da ssr.Ddf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022A 4 - 01.5" 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 dips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No EL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssrlw ' Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes Other. Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022A MECHANCLAL SEAM installation method listed In this report and applicable code ALUMINUM ssr.Ddf sections of FBC.,Refer to manufacturer's installion Created by Independent Third Party: Yes instructions. 17022:5 5 - "1 in. Nairstap" (It5) 1" rib height, 16"•w1de, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Installation instructions Approved for use in HVHZ: No FL1702 R7 II FL 17022.5 1.0 NARS RIP ssr odf Approved for use outside HVHZ-, Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Evaluation Reports 214 1itiWI!a -- Florida Building Code Online � Other. Refer to t valuat __`lpolt for conditions and EL17022 R7 AL?•- - )17022 5 0 NAiLMIP scr nrlf Iimitati0ns of use. install the assembly in compliance with the Created by Independent Third Party: Yes installatiohis n method listed in treport and applicable code sections of FBC, Refer to manufacturees installation Instructions. i 17022.6 6 - "i in. Nail Strip" (115� 1." rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Limits of Use Installation instructions Approved for use in HVHZ: No F1,17022 R7 U FL 17022 6 i 0 NAIL STRIP 0,032 Approved for use outside HVHZ: Yes ALUM ssr4df Impact Resistant: No Verified By: Locke Bowden, RE.,49704 Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions acid Evaluation Reports limitations of use. Install the assembly in compliance with the. FL17022 R7 AE FL 17022.6 1 0 NAIL STRIP 0 032 installation method listed in this report and applfg'ble sections of FBC. Refer to manufacturer's installation code ALUM ssrodf instructions. \kl I Created by Independent Third Party: Yes 17022.7 7 - "1,5 in. Nail Strip" (RS) 1.51 rib height, 19' wide, 26 gauge steel, standing seam roof panel mechanically attached•to 15/32" plywood or wood deck with fasteners. omits Use Installation Instructions Approved d for use in HVHZ: No FLIZO22 R7 II FL 17022.7 1 5 Nail Strip 26C.o Syr adf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact R esilstart No Created by Independent Third Party: Yes Design Pressure: +N/q/ Table A Evaluation Reports Other. Refer to evaluation report for conditions ard FL17022 R7 AE FL 171122.7 1 5 Nall Strip 26GA ssr odf limitations of use. Install the assembly in. compliance with the Created by Independent Third Party: Yes installation method listed in•this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.8 B - "EMAX RIb" (R5) 29 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: No FL17022 R7 II FL 1770 2.8 FMAX Rib gsno f Approved for use outside HVHZ: Yes Verified By: Locke Bowdenr P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ liable A Evaluation Reports Other. Refer to evaluation report for conditions ald FL17022 R7 AE FL 177022.8 EMAX Rib ssr pdf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. I 17022.9 9 - " PBR MAX" (115) 26 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: No 1`117022 R7 II FL 17022.9 PBR RIB ssr pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table -A Evaluation Reports Other: Refer to evaluation report for conditions and F1,17022 R7 AE ELZgZ3>,2ef�R RIB csr odf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes Installation method listed in this report and applicable code instructions. Refer to manufacturer's Installatior} Contact Us:: 2601 M,Stone RoadjWlahassee to 32399 Phone, 850-487-1824 The State of Florida Is an AA/EW employer. _ Mv.igght qp7- 01a crate of Florida, ;: Prhracv Statement :: Aec"sIbllity Statement :: Refund Statement i Under Florida law, email addresses ant 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 4S5.275(1), FlorWil Statutes, effective October 1, 2022, UoGr5ee5llcerued under Chapter 455, F.S. taut provide the Department with an emag address if they have one. The emalls provided may be used for official communicatlon with the licensee. However ema0 addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the pubft To determine ff you are a licensee under Chapter 455, F.S., I please dick here Product Approval Aeetpts: IM In ®ME® 314 I Compliant with Florida Building Code 2017 (6*' ed.) Compliant with Florida Product Approval Rulel# 61G20-3 Compliant: Keystone Certifications I Product: S V Crimp 26GA Steel Roof Panel FBC S Yield strength: 50 ksi min.; Attached t Deck w/ min: OA2 specific gravity with Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1S07.4 Fastener 1(Method 1 Attachment): #9 x 1-1/2" 3/16" min. thru deck or 5/8" embedment into v requirements) Fastener 2 (Method 2,3, & 4 Attachment): #16 x penetrate 3/16" min. thru deck or 5/8" embedn to meet requirements) Underlayment: To be compliant with FBC Sec. C Palm City, FL 34990 ec.1507.4.2 rmin. 15/32" plywood or Wood screws. 24" Coverage Nasher Head wood screw* to penetrate plank. (*or sufficient length to meet 1/2" Hex -Washer Head wood screw* to it into wood plank. (*or sufficient length 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1S07. I, See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1i, METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF I -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. I IV o.c. 8" o.c. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. I 12" o.c. 12" ox. 12" O.C. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: '1527 UL 580-06 & 1897-041 Test Report DE893.01-4S0-18 05/02/14 i Test Report F3366.01-450-18 12/18AS TAS 125-03 Test Report D0589302450-18_ o7/22/14 *EQUIVALENCY -UL 1897-M Is equivalent to test standard m 1897-i *Design prwmre margin ofsafeiy 2:1 Locke Bowden, P.E. does not have, not will acquire a financial in 1glaf� sq pgyte %faduring or distributing products under this evaluation. �• '' L •` '• .' •�� Locke Bowden, P.E. is not owned, operated, or controlled by ail cotnparkomm"urr, or distributing products under this report.C`J' Tt 717 Y� FL17022.1 5� crimp (26GA Steel), 24" Wide Rood Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6'h ed. Z. Minimum slope to be compliant with Florida Building Code 2017 6th 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:l-D 4. Engineering analysis for "project specific approval by local authorities wfjudsdiction is allowed by other registered engineers. S. Fire classification Is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6t' 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. Panel Overlap Deck -V1bod piarBc P A or 12" #9 x 11rY Wn. or #10:11/2" iMh PaRW'A• forRvw 6-VC MVRoof Panel Spatir►Q and Qesigrt P�ssmia HexwasherHeadwood Screws 24' 1 Panel Profile 12" _ I _ �Nominal 12" 9�=1/2" Min. or #10 x 1-1/2" Min. per Table"A" Hex Washer Head Screw Spaded 12" o.c. across the Panel Width Refer to Table "A' for Spacing Along Panel Length , Deck 15/32"orgreater Plywood, or -W-M nlan4 1 0 Panel Profile 12" _ I _ �Nominal 12" 9�=1/2" Min. or #10 x 1-1/2" Min. per Table"A" Hex Washer Head Screw Spaded 12" o.c. across the Panel Width Refer to Table "A' for Spacing Along Panel Length , Deck 15/32"orgreater Plywood, or -W-M nlan4 1 0