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Home My WebLink AboutEMF - 5V 2018I/O1LV 10 rionaa bunaing uoae unilne .10:r "� ., �"`",��'-��.�'.i �.. s- �,'[s�'-.."'.,-� ", $ BCIS Home ', Log In I User Registration Hot Topics Submit Surcharge Stats &Facts i Publications 1 FBC Staff BCIS Site Map Links Search d,, a Product Approval b,pr m USER: Public User Product Approval Menu > Product or Aoplication Search > Application List > Application Detail FL # FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method 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 Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/4 1/8/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name j Descriptions w 17022.1 1 - "5V Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped 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 HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions. 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. 17022.2 12 - "5V Crimp" (R6) 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 for conditions.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. Installation Instructions FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.1. 5 V CRIMP ssr.pdf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Created by Independent Third Party: Yes 17022.3 13 - "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 clips and fasteners. j 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 24ga ssr.pdf Impact Resistant: No I 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 I FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code !seam 24ga ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes k instructions. 17022.4 14 - "1.5" Mechanical Seam" (115) 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 for 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. 17022.5 15 - "l in. Nail 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 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. Installation Instructions FL17022 R7 II FL_17022.4 MECHANCIAL SEAM ALUMINUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.pdf Created by Independent Third Party: Yes 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Installation Instructions FL17022 R7_ II FL 17022.5 1.0 NAILSTRIP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 214 1/8/2018 Florida Building Code Online Other: Refer to evaluation report for conditions and i FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssradf limitations of use. Install the assembly in compliance with the j 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 j 17022.6 ( 6 - "1 in. Nail Strip" (R5) 1" rib height, 16" wide, 0.032" aluminum, standing seam roof i ii panel mechanically attached to attached to 15/32" plywood or I E �^ Wood Deck with fasteners, Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 j Approved for use outside HVHZ: Yes ; ALUM ssradf i j 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 i FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 installation method listed in this report and applicable code ALUM ssr.Ddf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes i instructions. I 17022.7 17 - "1.5 in. Nail 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 for 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. 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Installation Instructions FL17022_ R7_IL FL 17022.7 1.5 Nail StriD 26GA ssradf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strio 26GA ssradf Created by Independent Third Party: Yes 17022.8 8 - "EMAX Rib" (R5) 29 gauge steel, lapped roof panel mechanically attached to i ( i 15/32" plywood or wood deck with exposed fasteners. I Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 177022.8 EMAX Rib ssr Ddf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes f Design Pressure- +N/A/ -Table A ( Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 177022.8 EMAX Rib ssradf 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 I I sections of FBC. Refer to manufacturer's installation ! j I instructions. 17022.9 19 - " PBR MAX" (115) 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 for 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. 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 17022.9 PBR RIB ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.9 PBR RIB ssr.Ddf 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. Copyright 2007-2013 State 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 mail. 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 provide the Department with an email address which 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: M E9. https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR*/*2bGxHGxFe5QkCHzEgvOQveegg/`3d%3d 3/4 1/8/2018 Florida Building Code Online Credit Card Safe hftps://www.floridabuilding.org/prlpr�_appjtl.aspx?param=wGEVXQwtDqv2aBQpHpQQe6rMZMkUEoR*/`2bGxHGxFe5QkCHzEqvOQveeg%3d%3d 414 ., # Compliant with Florida Building Code 2017 (6t' ed.) • •liant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield M Attached tomin.plywood or Wood ' ;.specificCoverage • • Height 3/8" requirements) Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" O.C. 16" O.C. 8" O.C. 6" O.C. FASTENER SPACING (ALONG Panel width) 12" O.C. 12" O.C. 12" O.C. 12" O.C. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 2897-041 Test Report [05893.01-450-18 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 .••r� rltth•. Locke Bowden, P.E. does not have, not will acquire a financial in ill a ts'? g m}%facturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by at y coliparf�prnbbifatture®, or distributing products under this report. $. j,i FL17022.1 5V Crimp ,24°Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6thed. 2. Minimum slope tobocompliant with Florida Building Code 2O17Gmed..and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule G1G%0-3. 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. 8.3upport framing incompliance w/FBC2O17Gmed..Chapter 23 for Steel, Chapter 23for Wood and Chapter 1Gfor Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Wood plank ' ``—OPTIONAL s`mATmNS--/ Panel Overlap Panel Profile Nominal 12" Nominal 12" ,C ��%2" Min. or#1O«1-1 /2" Min. per Table "A" Hex Washer Head Screw Spaced 12"o.c.across the Panel VWdth Refer VnTable "A"forSpacing Along Panel Length Deck- 15/32" or greater Plywood, or