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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFFlorida Building Code Online https://floridabuildin: org/pr/pr app_dtl.aspx?param=wGEVXQwtDq... FLORIDA MPARTMONT �GANNE-0 Business . ProfessionalRegulation BY BCI.S Home I Login I User Registration I Hot Top I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida r Product Approval - USER: Public User S`j'. LJ1CTT COLN T'Y 'RUM, I-v-I5I0\° e PY,V FwLD FOUR COMP E Product ADproyal Menu > Product or Application Search Application List > Appfication Detail HL' ♦ 1.EINIED L DATE FL # FL17022-R7 PLANS AND P g Fkli�iMT MUSTBE KEPT ON JOB Application Type Revision e,? NO INSPECTION NULL BE l� iE. Code Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived ❑ Product Manufacturer Extreme Metal Fabricators, LLC HESE PLANS AND ALL PROPOSED WORK Address/Phone/Email 2160 SW Poma Drive ARE SUBJECT TO ANY CORRECTIONS Palm City, FL 34990 (772)872-8034 REQUIRED BY FIELD INSPECTORS THAT flvalidation@yahoo.com MAY SE NECESSARY IN ORDER TO 00MY WITh "- APP AkE BODES, Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen CONCFALED FASTENERS OR ATTACHMENTS Address/Phone/Email Pa2160 SW lm City, PFL 34990oma e ARE THE RESPONSI6ILU OF THE (772) 872-8034 nchard@emfab.net CONTRACTOR OF RECORD 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 D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name ho 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. R Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.Ddf Referenced Standard and Year(o Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 F Eg I L lmr" J7 U P'Tw 1 of 4 3/12/2018, 5:16 PM Florida Building Code Online https:Hfloridabuilding.ore/pr/pr_app_dtl.aspx?param=wGEVXQwtDq... Equivalence of Product Standards Certified By Sections from the Code 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 Cummam of PrnducFs 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 I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created b Independent Third Party: Y 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.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) I 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood j Deck with exposed fasteners i Limits of Use j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf 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.Install the Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 assembly in compliance with the installation method listed in ALUM ssr.pdf this report and applicable code sections of FBC. Refer to Created by Independent Third Party: Yes manufacturer's installation` instructions. i 17022.3 i - "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 I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL17022 R7 II FL 17022.3 1.5 MECHANICAL seam 24oa ssr.odf 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 Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.3 1.5 MECHANICAL the installation method listed in this report and applicable seam 24oa ssr.pdf code sections of FBC.1Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes i 17022.4 4 - "1.5" Mechanical Seam" (R5) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood i Deck with clips and fasteners. Limits of Use I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL17022 R7 II FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.pdf 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 limitations of used Install the assembly in compliance with Evaluation Reports FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.pdf the installation method listed in this report and applicable 1 2 of 4 1 3/12/2018, 5:16 PM Compliant with Florida Building Code 2017 (61 ed.) Compliant with Florida Product Approval Rule # 611520-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1! Yield strength: 50 ksi min.; Attached to min Deck w/ min. 0.42 specific gravity with scree Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" HeW 3/16" min. thru deck or 5/8" embedment into wood requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/ penetrate 3/16" min. thru deck or 5/8" embedmentl to meet requirements) 1 Underlayment: To be compliant with FBC Sec. Chart Palm City, FL 34990 ,/32" plywood or Wood 24" Coverage r Head wood screw* to penetrate (*or sufficient length to meet 2" Hex -Washer Head wood screw* to into wood plank. (*or sufficient length 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. 1 See Fastener attachment specirications 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.l 16" o.c. 8" O.C. 6" O.C. . FASTENER SPACING (ALONG Panel width) 12" oxi 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 �893.01-450-18 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 equivaleatto teststandard UL 1897-1 *Design pressure margin of safety 2:1 .,..� nnrr, Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by e report. I i I 11 I l I I I 1 or distributing products oApar0prnkail itures, or Eistributing products under this r�*3�77 ,..110NAL�.;. FI-17O22.1 5V Crimp (26G lel), 24" Wide Panel - Details Limitations: 1. Underlayment to be compliance With current Florida Building Code (FBC)201 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and 1 3. Products are compliant for State of Florida product approval per Rule 61 G2O 4. Engineering analysis for 'project specific approval by local authorities wfjurisl 5. Fire classification is not part of this acceptance. Shear diaphragm values are 6. Support framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Ch Structural Loading. 7. This report does not imply warranty, installation, recommended product use 1 #9.1-12' Min. or #10. 1-12 Min. pwI&W A' Pori Spacing andOesign Pressures Hex Washer Head Wood Screws 6th ed. rwith Manufacturers installation reference. . Compliance Method: 1-D :lion is allowed by other registered engineers. utside this report. )ter 23 for Wood and Chapter 16 for of this report. SV Cdnp Roof Panel `— Deck - ISW or greater Plywood, or -VVwd plank Z4- 12' 3W pvrwwasYwanor+s� Panel Profile Nominal 12" Nominal 12" O.C. O.C. I Fasten x 1-1/2" min. or #10 x 1-1/2" Min. per Table "A" Hez Washer Head Screw Spaced 12" o.c. across the Panel Wdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length I Deck-15/32" or grl ter Plywood, or Wood plank i