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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 3 1 rofessional _. A5 ! ae Aeoarogyvr va mvle)gir&� ceaiAeroep_n.. Honda r pp FILE COPY �°"� E ES ONSI A of NTH Product Approval ACHME Us.; Public User NSIBILRY THE l IIbPfiR M& OR RECORD Pmtlu, Avvmval Menu > Produa or Anorcauga 5earth > Application Llst> APPllcadan Derail 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 Compliance Method FL17022-R7 Revision 2017 Approved 08/18/2017v. 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 flvalidatton@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL.34990 (772) 872-8034 richard@emfab.net SCANNED BY St. Lucie County THESE PLANS AND ALL, PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Roofing REQUIRED BY FIELD INSPECTORS THAT Metal Roofing r^ SAY SE NECESSARY IN ORDER TO y WITH ALL APPLICABLE CODES. 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 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. © Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.ndf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL 580 year 2003 2012 2006 Equivalence of Product StandardsPt I /i` KL I'�"•{-1-1�/Z �O7 f Certified By V Sections from the Code ST. LUCIE COUNTY BUILDING DIVjf(� REVIEWED FOR COMPLIANCE / N REVIE D Y DATE PLANS AND P RMIT MUST BE KEPT JOS SITE OR NO INSPECTIONS) WILL MADE https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQ... 12/11/2018 Florida Building Code Online Page 2 of 3 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 - "SV 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,ndf 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" (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 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/ -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 ss 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" (RS) 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 MECHANtCAL Approved for use outside HVHZ: Yes seam 240a ssr.odf Impact Resistant: No Design Pressure: +N/A/ -Table A Verified By: Locke Bowden, P.E. 49704 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" (RS) 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 IT FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.odf Impact Resistant: No Design Pressure: +N/A/ -Table A Verified By: Locke Bowden, P.E. 49704 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 7 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 5 - "1 In. Nall 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 Approved for use In HVHZ: No Installation Instructions FL17022 R7 If 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 Other: Refer to evaluation report for conditions and Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.odf 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. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQ... 12/11 /2018 Florida Building Code Online Page 3 of 3 17022.6 6 - °S in. Nall 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 ALUM ssr.odf Approved for use outside HVHZ: Yes 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 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.pdf Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation Created by Independent Third Party: Yes Instructions. 17022.7 7 - "1.5 in. Nail Strip" (R5) 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 Nall Strip 26GA 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 Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr odf 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" IRS) 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 li FL 177022.8 EMAX Rib 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 and FL17022 R7 AE EL 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 - " PER 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 11 FL 17022.9 PBR RIB 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 and FL17022 R7 AE FL 17022.9 PER 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. Contact The State of Flodda is an AlvF employer Flodda 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 1 this bony. Instead, contact the office by phone or by tcadieonal mall. If you have any questions, please contact 850.487.1395. °Pursuant to Section 455.275 adda Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if May have one. The provided may be used far anldal communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, s provide the Department with an email address which can be made available to the public. To determine it you are a licensee under chapter 455, F.S., please Product Approval Accepts: ® 0r�g__q 99 Ma SCCULItyAttiT]tics, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgv2aBQpHpQ... 12/11/2018 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6d' 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. OA2 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 1S07.1.1 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' _ _ 46 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 U5893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCr--UL 1897-04 is equivalent to teststandard UL 1897--� 1 11 � *Design pressure margin of safety 2.1 Locke Bowden, P.E. does not have, not will acquire a financial intQ4lq e%cg4y!�f0rfacturing or distributing products under this evaluation. �." ' �'� Locke Bowden, P.E. is not owned, operated, or controlled by alp coAparf$pmLfJti63tures, ordistributing products under this report. ; FL17022.1 5V — - np (26GA Steel), 24" Wide Roo linel - 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 6th ed., and per with Manufacturer's installation reference. 3. PYoducts 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. #9 x 1-112" Min. or #10 x 1-112' Min. parrabla A' lorRow 5-V Cdnp Roof Panel Spacing andDeslgn Pressures Hex WasherHead Wood Screws Deck: -15t32" «greater Plywood, or - Wood plank 24- 12' 318' Panel Profile Nominall2" Nominall2" O.C. o.c. Fasten 9 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 Ovedap Length Deck-15/32" or greater Plywood, or -Mod plank