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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGr f t BCIS Home ; Log In User Registration Hot Topics Florida 4: Product Approval _ • USER: Public User ao--�`a I s Product Approval Menu > Product or Application Search > Z FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative I Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method rionaa tsunaing t;oae ungne T Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence � � .-: ��h1}CO-�{?X,�ii8 ,6�Li{Xtlk�fF�[�$• �5/,k��>'��,I ff-> Application Detail FL17022-R7 Revision 2017 Approved date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Richard McKuhen Rvalidation@yahoo.com Richard McKuhen RECEIVED MAR 3 0 2018 ST. Lucie County, P@rmitting 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 2 rchard@emfab.ne� (Z"�Lja-'�o�J ST. LUCIE COUNTY BUILDING DIVISION _ REVIEWED FOR COMPLIANC REVIEWED BY Roofing DATE Metal Roofing PLANS AND PERMIT MUST BE KEK ON JOB SITE OR NO INSPECTIONS) WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -.1 Evaluation Report - Hardcopy Received LOCKE BOWDEN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS PE-49704 REQUIRED BY FIELD INSPECTORS THAT Keystone Certifications)MY BE NECESSARY IN ORDER TO 04/22/2024 COMPLY WITH ALL APPLICABLE CODES. Zachary R. Priest, P.E. R, Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssrodf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL 580 Year 2003 2012 2006 Equivalence of Product Standards Certified By FILE COPY ONCEALFFAST@NERS OR ATTACHMENTS ARE THE E RESPON5181LITY OF THE Sections from the Code CONTRACTOR OR RECORD https:llwww.floddabuilding.org/prlpr app_dU.aspz?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR`/*2bGxHGxFe5QkCHzEgvOQveegp/o3d`/o3d 1/4 1/812018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval I Date Approved I iRummwry of Prndurtc Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 I FL # Model, Number or Name Description 17022.1 1 - "5V Crimp" (116) 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 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.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 - "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.odf 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/ TablelA Evaluation Reports Other: Refer to evaluation report for conditions.Instali the assembly in compliance with the! installation method listed in FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.ndf Created by Independent Third Party: Yes .this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 3 - "115" 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 ssnndf 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 sections of FBC. Refer to manufacturer's installation seam 24ga ssr.odf 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 51- "1 in. Nail Strip" (115) 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 FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.odf 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 https:llwww.floridabuilding.org/pdpr app dtl.aspx?ppram=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 214 118P2018 Florida Building Code Online Other: Refer to evaluatior. '. _,_rt for conditions and FL17022 R7 AE F `- - F- 22.5 1.0 NAILSTRIP 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. 17022.6 6 - "1 in, Nail Strip" (115) 1" rib height, 16" wide, 0.032" aluminum, standing seam roof j 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 I FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 ALUM ssr.Dd Approved for use outside HVHZ • Yes Impact Resistant: No 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 limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code Evaluation Reports FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr r)df sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 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 EL17022 R7 II FL 17022.7 1,5 Nail Strip 26GA ss_r odf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes 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 limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.7 1.5 Nall Strip 26GA ssr pdf Created by Independent Third Party: Yes installation method listed in thisireport 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.Ddf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions and Evaluation Reports FL17022 R7 AE FL 177022,8 EMAX Rib ssr ndf 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. 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 limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.9 PBR RIB ssradf Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. Back Next Contact Us :: 2601 Blair Stone Road- Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEW 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 a -mall 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 650.487.1395. '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: r6l EW®19 hftps:llwww.floridabuilding.org/prlpr app_dfl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR`/o2bGxHGxFe5QkCHzEgvOQveega/a3da/o3d 314 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6 h ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certification's 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 lor 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. i 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 DI5893.01-450-18 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 ofsafety 2.1 Locke Bowden, P.E. does not have, not will acquire a financial in`t s 1q alcgWm?%facturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by aty coaiparkonibbilfatturer, or distributing products under this report. ST,�Tf� U' 4 f f'''� Q'CNAL i FI-17022.1 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 61G20-3. 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 i 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 Fasteners - ln 010 x 1-112' Min. per7+3ble A• for Row rrV Crinp Roof Parse! Spaefng and Design Pressures Hex Washer Head Wood Screws Dedc: -15J32' or greater Plywood, or - Wood plank I 24. ls' I Panel Profile Nominal 12" Nominal 12" O.C. O.C. j Fasten 9 x -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 Deck-15/32" or greater Plywood, or - Wood plank