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Home My WebLink Aboutproduct approval metal roofing' iibmu to i ionaa timiaing L;oae unllne m ^ , •� acts Home ; Log In I User Registration ! Hot Topics I suIr% ^ A£ & Facts I Publications I FBC Staff BCIS Site Map' Links I search Florida ProductApprovalStp (tia-1 BY Public User �L �4�Q�COON`USER: 3��`ce� Product Approval Menu > Product or Application Search > A lication Lispp lion DetailCEIVEDFL # I FL17022-R7 Application Type RevisionCode LR 302018 Version � 2017 Application Status Approved ount Y, Permitting Comments I 08/18/ 7v. date reapply 08/21/17 Archived i i Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, Fl- 34990 i (772)872-8034 flvaiidation@yahoo.com Authorized Signature I Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email I 2160 SW Poma Drive i Palm City, FL 34990 872-8034 JEA rchard@emfab.net richa ST. LUCIE COUNTY BUILDING DIVISIgRho Quality Assurance Representative REVIEWED FOR COMPLI C Address/Phone/Email REVIE. DATE Category Roofing PLANS AND PE MIT MUSTOE KEPT ON JOB Subcategory Metal Roofing SITE OR NO INSPECTIONS) WILL BE MADE 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 THESE PLANS AND ALL PROPOSED WORK Florida License PE-49704 ARE SUBJECT TO ANY CORRECTIONS QUIRED BY FIELD INSPECTORS THAT Quality Assurance Entity Keystone CertificatiRE �i k 913E NECESSARY IN ORDER TO Quality Assurance Contract Expiration Date 04/22/2024 COMPLY WITH ALL APPLICABLE CODES. Validated By Zachary R. Priest, P.E. L" 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 CONCEALED FASTENERS OR ATTACHMENTP _ ARE THE RESPONSIBILITY OF THE Sections from the Code CONTRACTOR OR RECORD F71 �� •: �� https.11www.floddabuilding.org/prlpr app dU.aspx7param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRp/*2bGxHGxFe5QkCHzEgvOQveegp/o3d*/w3d 1/4 1/8/2018 I 49 i lorida Building Code Online 40 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 Summary of Products FL # Model, Number or Name Description 17022.1 1 - "5V Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15132" 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 Other: Refer to evaluation report for!conditions. Install the Evaluation Reports FL17022 R7 AE FL 17022.1 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 to manufacturer's installation instructions. 17022.2 2 - "SV Crimp" (R6) 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 I 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 HVHZ: Yes Impact Resistant: No i 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.odf Created by Independent Third Party: Yes assembly in compliance with the installation method listed In .this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 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 MECHANICAL Approved for use outside HVHZ: Yes seam 24ga ssnodf 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 1.5 MECHANICAL installation method listed in this report and applicable code seam 24ga ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 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.odf 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 17022.4 MECHANCIAL SEAM Installation method listed in this report and applicable code ALUMINUM ssr.odf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.5 15 - "1 in. Nail Strip" (115) 11" 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No , Design Pressure: +N/A/ Table A Installation Instructions FL17022_R7_11 _ FL 17022.5 1.0 NAILSTRIP ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.orgtprlpr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFeBQkCHzEgvOQveeg%3d%3d 2/4 1/8/1U18 Florida Building Code Online Other: Refer to evaluation r ort for conditions and FL17022 R7 AE FILMS 1.0 NAILSTRIP ssrodf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed in this report andlapplicable code sections of FBC, Refer to manufacturer's installation instructions. 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 Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP_0.032 Approved for use outside HVHZ: Yes' ALUM ssr.Ddf Impact Resistant: No 1 Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ Table A i 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 17022.6 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 instructions. 17022.7 17 - "1.5 in. Nail Strip" (115) i 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 II FL 17022.7 1.5 Nail Strip 26GA ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail StriD_26GA ssr.Ddf Created by Independent Third Party: Yes 17022.8 8 - "EMAXi 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.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 177022.8 EMAX Rib ssr.Ddf 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 19 - " PBR MAX" (R5) 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: 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 ssrodf 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 manufacturers Installation instructions. BaCIC N6Y.t Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-IM The State of Florida Is an AA/EEO employer. Conyrioht 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 emalls 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: FM 0 ® M Im https:llwww.floridabuilding.org/pdpr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 314 M of i Compliant with Florida Building Code 2017 (61 ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications i 160 SW Poma Drive Palm City, FL 34990 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. OA2 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1S07.4.3 Fastener 1(Method 1 Attachment)•11#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) i 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) i 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" ox. 16" ox. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. 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 aS893.01-450-18 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 itt *Design pressure margin of safety 2:1 • •� H Locke Bowden, P.E. does not have, not williacquire a financial In q �� cq q�►m'�iafacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by atly coniparil mAbilbatureP, or distributing products under this report. AczT' Tc ;4r /r �, 40R10 N FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1. Undedayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. 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: 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. %- Fasteners - #9 x 1-1/2' Min. or #10 x 1-112' Mln. perTabfe A' far Row 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Dedc: 15/32' or greater Plywood, or Wood plank 24" 318" T 11 N--l— C TIONALSTRIATiONs Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten LT9_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 Panel Refer to Table "A" for Spacing Along Panel Overlap Length I ` Deck-15/32" or greater Plywood, or -Wood plank