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HomeMy WebLinkAboutProduct Approval (2) 214j2in ) Florida Building Code Online u j 1ti » ei6 Y� o f i 9 .,Jm s y��5 -. ._ k.�•q�n�5 e a�S�ti����*` !�"P�; ���.fil�7.�a��,`y§rt`.�„3 � ,�X���st .aux "m.�..1 BQS Home { Log In { User Re9fstration { Hot Tapi6 ; Submit Surcharge i Stats&Facts j Publications { Contact Us I BCIS Site Map I links } Search ; Florida f Product Approval r ( ; ¢ USER:Public User "RECEIVED Product Aoyroval t4enu>Product or Aoplication Search>Agptication List>Application Detail �le ; —. MAR 1 6 2020 r fit ar§s3 # FL17022-R7 Application Type Revision ST. Lucie County, Permitting Code Version 2017 Application Status Approved Comments 08/18/2017v.date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators,LL REV � {�® �� p� Address/Phone/Email 2160 SW Poma rive CjODE COMPLIANCE Palm City,FL 34990 (772)872-8034 ST. L.UCIE COUNTY fivalidation@yahoo.com �a BOCC Authorized Signature Richard McKuhen fivalidation@yahc)o.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, 34990 File Copy (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.pdf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https:/Iwwwfloridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 214120-',g Florida Building Code Online 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# ,NumMer or Name Description 17022.1 1-"5V Crimp"(116) 26 Gauge.steel,3/8"db-height,24"_widelapped.roof panel mechanically attached to 15/32"plywood or Wood Deck with fasteners Limits of Use Insta ation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf 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 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"(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 PL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr pdf 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 17022.2 5 V CRIMP 0.032 ALUM 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 manufacturers 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 24aa 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 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 24aa ssr.pdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party:Yes 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 limitations Evaluation Reports of use.Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM method listed in this report and applicable code sections of ALUMINUM ssr.pdf FBC.Refer to manufacturer's installation instructions. Created by Independent Third Party:Yes 17022.5 5-"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.pdf 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 FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.pdf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 213 2/4/2019 Florida Building Code Online method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.6 6-71 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 l Approved for use outside HVHZ:Yes ALUM 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 17022.6 1.0 NAIL STRIP 0,032 method listed in this report and applicable code sections of ALUM ssrpdf FBC.Refer to manufacturer's installation instructions. Created by Independent Third Party:Yes 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 FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssrpdf 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 FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr pdf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes method listed in this report 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 ssrpdf 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 FL17022 R7 AE FL 177022.8 EMAX Rib ssr pdf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.9 9-"PBR MAX"(R5) 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 ssrpdf 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 FL17022 R7 AE FL 17022.9 PBR RIB ssrpdf of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. wac� i�snr' Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvrioht 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 dick ewe-. Product Approval Accepts: Credit_Card Safe https:/Avww.flaridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkcHzEgvOQveeg%3d%3d 3/3 e G S 0 c e 2160 SW Poma Drive Palm City, FL 34990 772)872-8034 A Compliant with Florida Building Code 2017 (61h ed.) Compliant with Florida Product Approval Rule#61G20-3 Compliant: Keystone Certifications Product:-S-V-Crimp"26GA-Steel Roof Panel FBC'Sec. 1507:4.2 Yield strength:50 ksi'min.;.Attachedito-min: 15/32"-plywood-or Wood Deck-w/min.,0.42-specific-gravity with screws. 24"-Coverage Rib 1 " 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, 8t 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. 1S07. 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"ox. 12"ox. 12"ox. FASTENER SIZE 1 #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06& 1897-041 Test Report IM893.01-450-18 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 fj *Design pressure margin of safety 2.1 Locke Bowden,P.E.does not have,not will acquire a financial ini'�te`a q ee cq rD�lm Wacturing or distributing products under this evaluation. a tl Locke Bowden,P.E.is not owned,operated,or controlled by air cot tpand00.0 biltt1�turep,or distributing products under this report. ti ; ° _ r 4 1 pp.�pppp '� :fl::: ll11N• I FL17022.1 5V Crimp (26GA Steel), 24"Wide Roof Panel -Details Limitations:. 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6t'ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6"h 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 6t'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- /_t_91 x 1-1121 in.or 0 x 1-1/Y Min.per Table A'for Row 5•V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws f~ Dedc -15/32'or greater Plywood,or -Wood plank 247 1r 3/8" nn n �n OPTIONAL.STRIATIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten LVJ�=1/2"Min. or #10 x 1-1/2"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -Wood plank