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Home My WebLink AboutProduct Approval , underlayment t' 10/12/2020 Florida Building Code Online .Liit q l ��;y- � � + �Jl.' .f't_t\i.4,, ..J_LR f f i... l i,_ x ° h >,.'J _ o fCr BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks Search Product Approval °k— hjr;it=j USER:Public User I Product noproval Menu>Vradua or Application Search>Application List>Application Detail FL# FL17022-117 Application Type Revision Code Version , 2017 Application Status Approved Comments 08/18/2017v,date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 Rchard@emfab.net 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN 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. Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pd Referenced;Standard and Year(of Standard) Standard Year I TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By I Sections from the Code www.floddabuilding.org/pr/pr app_ U.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 i 10/12/2020 Florida Building Code Online Product Approval Method Method 1 Option D i Date Submitted 08/1B/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Date Revised 10/05/2020 Summary of Products I _ _ FL# i Model,Number or Name I Description 17022.1 1 -"5V Crimp"(R6) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel { mechanically attached to 15/32"plywood or Wood Deck with !i fasteners Limits of Use T Installation Instructions j Approved for use in HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP ssrpdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 ; Impact Resistant:No Created by Independent Third Party:Yes I 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 ssrpdf j 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. 17o22.2 2-"SV Crimp"(116) 10.032"Aluminum,3/8"Rib height,21"wide lapped roof panel, j !mechanically attached to 15/32"plywood or Wood Deck with t 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 ssrpdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,RE,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 17022.2 5 V CRIMP 0.032 ALUM ssrpdf 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 I manufacturers installation instructions. ' 117022.3 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 rr FL 17022.3 1.5 MECHANICAL ! I Approved for use outside HVHZ:Yes seam 24ga ssrpdf ' 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 Evaluation Reports of use.Install the assembly In compliance with the installation FL17022 R7 AE FL 17022.3 1.5 MECHANICAL method listed in this report and applicable code sections of seam 24ga ssr.pdf FBC.Refer to manufacturer's Installation instructions. __ Created by Independent Third Party: Yes 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. J Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM i Approved for use outside HVHZ:Yes !ALUMINUM ssr.pdfd Impact Resistant:No Verified By: Locke Bowden,P.E.49704 I Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes Other.Refer to evaluation report for conditions and limitations Evaluation Reports 4 of use.Install the assembly in compliance with the installation i FL17022 R7 AE FL 170?2 M HANCIA! SEAM { method listed in this report and applicable code sections of =ALUMINUM ssrpdf FBC.Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes j 17022.5 'S-"1 In. Nail Strip"(R5) 1"rib height,16"wide,26 gauge steel,standing seam roof j panel mechanically attached to 15/32"plywood or wood deck j with fasteners. Limits of Use — J Installation Instructions ! Approved for use in HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssrpdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 iImpact Resistant:No Created by Independent Third Party: Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer f to',evaluation report for conditions and limitations j FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssrpdf of use. Install the assembly in compliance with the installation ; Created by Independent Third Party:Yes www.floddabuilding-Org/pr/Pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d°/a3d 2/3 t D 0 0 9 f i�'k.j�f. �` k��h.��1L'r_}-�..".'t..JH�1� ._. :..0 vi•: 9 2160 SW Poma Drive Palm City, FL 34990 772)872-8034 (Si ',4 Compliant with Florida Building Code 2017 (61h 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"ox. FASTENER SPACING (ALONG Panel width) 12"O.C. 12"O.C. 12"O.C. 12"O.C. FASTENER SIZE 1 #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC.TST ID#: 1527 UL 580-06& 1897-041 Test Report DF893.01-450-18 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 of safety 2:1 �,.q11 (IIr1fry, Locke Bowden P.E.does not have,not will acquire a financial ints�lq A!� rcq �yfacturing or distributing products r 4 Ll�� e � �r under this evaluation. . o Locke Bowden,P.E.is not owned,operated,or controlled by atky colnparoDmbfiRfaL'turep,or d_stributing products under this report. 4 o ff t Srl 6 n �r•`F4fvAL. �� ' ( I FL17O22.1 5V Crimp (26GA Steel), 24"Wide Roof Panel - Details -imitations: 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 6°t 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 wrurisdiction 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 a 1-1121 Mln, or MG x 1-1/2"Min,perTab/a A'for Row 5•U Crimp Roof Panel Spaofng and Design Pressures I Hex Washer Head Wood Screws Q\ i h I I I I i Decic 15132"or greater Plywood,or Wood plank I2' 3/€r .PPTIQh1p1.5TRIATt4NS Panel Profile Nominal 12" Nominal 12" o.c. O.C. Fasten ffl9 112"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