The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGFlorida BQS Home 1 Log In 1 User Registration 1 Hot Topics I Submit Surcharge 1 Stats & Facts 1 Product Approval 0 USER: Public User G(GANN ED sly Product Approval Menu > Product or Application Search > A icatio h "st >ppometail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL17022-R7 Revision 2017 Approved 08/18/2017v. date reapply Extreme Metal Fabricators, 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 fivalidation@yahoo.com Richard McKuhen fivalidation@yahoo.com . ,08f'RH�.. _AhoU'fJ)BFfi-013p$,tij�l�fans CO•:iIACi 61i�_ RECEIVED FEB 0 g ?018 ST. Lucie County, Permitting ST, LUCIE COUNTY BUILDING DIVIS REVUES l� .0 FOR COM 1A ji REVIEWED BY DR T E -73-� PLANS AND P RMIT MUS i BE KEPT ON JOB OR NO INSPEC;TIt::N WILL bE MADE THEE o qly ,,;1![j AIL r 9I)@08(D bVogt{ Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990t' I'I 1..� I►V8P ',� f0198 THAT 71 (772) 872-8034 /'' Rchard@emfab.net K4Y QIa 1\1E(,ESSEA iTf llu 0a1)ER TES - 0017PLY VV'Tl°I 111,1 APPIJQNX3 , 00A a� Roofing 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 the LOCKE BOWDEN CONCEALED FASTENERS OR A�IACliMENTS Evaluation Report ARE THE RESPONSIBILITY OF THE Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. CONTRACTOR OF ee^0M Quality Assurance Contract Expiration Date 04/22/2024 CONTRACTOR I1Gb Validated By Zachary R. Priest, P.E. Certificate of Independence d Validation Checklist - Hardcopy Received 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 a Sections from the Code https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%p3d%3d 1/4 1/4f2018j Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 17022.1 1 - "5V Crimp" (116) 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 Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP 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 Other: Refer to evaluation report for conditions. Install the FL17022' R7 AE FL 17022.1 5 V CRIMP ssr.pdf 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. 17022.2 2 - "5V Crimp" (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: No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr pdf Verified By: Locke Bowden, P.E. 49704 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 evaluation report for conditions. Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr pdf assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to Created by Independent Third Party: Yes 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 clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17022 R7 II FL 17022.3 1.5 MECHANICAL seam 24aa ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes Evaluation Reports limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code FL17022 R7 AE FL 17022.3 1.5 MECHANICAL seam 24aa ssr.vdf sections of FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.4 4 - "1.5" Mechanical Seam" (115) 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 HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.ndf 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 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 sections of FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.5 5 - "1 in. Nail Strip" (R5) 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 Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr pdf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes https://floddabuilding.orgfpdpr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 2/4 4 /4/20180' Florida Building Code Online Design Pressure: +N/,' �'�ble A Other: Refer to evaluate__ _,;port 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. Evaluation Rr ',;s FL17022 R7 _a`- 17022.5 1.0 NAILSTRIP ssr.pdf Created by Independent Third Party: Yes 17022.6 6 - "1 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 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. Installation Instructions FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 ALUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.6 _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 Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr pdf Verified By: Locke Bowden, P.E. 49704 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 evaluation report for conditions and FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr Ddf Created by Independent Third Party: Yes 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. 17022.8 8 - "EMAX Rib" (115) 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 177022.8 EMAX Rib ssr pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 177022.8 EMAX Rib 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. 17022.9 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 FL17022 R7 II FL 17022.9 PBR 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 Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.9 PBR 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. Sack Best 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 mail 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: ® ® eCAeck E https:/tfloridabuilding.org/pr/pr app_ tl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/a2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/4 0. 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/ 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 Sec.1507. See Fastener attachment specifications above 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 & 1897-041 Test Report 1i5893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/1015 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 inq acggy�m%facturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by any cooipan#vcniaflafiLtures, or distributing products under this report.Ile ' .�� S r Tt 0552.t ,. 3%7 7 . up FL17022.1 5V, ,imp (26GA Steel), 24" Wide Roc, nel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 60, 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 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. - i 5r3T or greater Ply�w , or - Wood plank 24- 12" 3/8" T_ Panel Overlap OMMNu SMArlart,, Panel Profile Nominal12" �i— Nominal12" O.C. O.C. Fasten x 1-1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or -Wood plank