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Home My WebLink AboutExtreme 5v PABu s in es s t Professional Regulation SCIS Home i Log In 1 User Registration I Hat Topics Submit Surcharge Stats & Facts 1 publications Contact Us I SCIS Site Map I Unks I Surch ONOProduct Approval USER: public User Pn>duJ npproval Menu > Product or Aoukcation Search > Uplication List > Application Detail FL# FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived ProductManufacturer 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 richard@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 Evaluation Report LOCKE BOWDEN 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.odf Referenced Standard and Year (of Standard) YCiC TAS 125 2003 UL 1897 2012 UL 580 2006 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 FL O 17022.1 Model, Number or Name 1 - "SV Crimp" (R6) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions. 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. Description 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Installation Instructions Fl 17022 R7 II FL 17022.1 5 V CRIMP ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FI 17022 R7 AE FL 17022 1 5 V CRIMP ssr.odf Created by Independent Third Party: Yes 17022.2 12 - "SV 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 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 assembly In compliance f "^"' ^' "` FL "^" c Cnr MP 0,032 ALUM IM ss. odf with the installation method listed in this report and applicable code sections of FBC. Created by Independent Third Party: Yes Refer to manufacturer's 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 24aa Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17o22 R7 II FL 170 2 3 1.5 MECHANICAL seam ssr.odf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Tan Other: Refer to evaluation report for conditions and limitations of use. Install the MECHANICAL seam v F' "^" "' "` "^" ' S •-•� - - assembly In compliance with the installation method listed In this report and applicable Created by Independent Third Party: Yes code sections of FBC. Refer to manufacturer's installation instructions. 17022.4 i 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 dips and fasteners. Limits of Use Installation Instructions • 11 F, "^" ^ u=r,uaatr•tet cceM et ttutruUM ss4nAf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F• 7022 R7 Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports """ "' "` " Ma:r•� "^ a ^NCIA SEAM ALUMINUM csr pd other: Refer to evaluation report for conditions and limitations of use. Install the F' F assembly in compliance with the installation method listed In this report and applicable Created by Independent Third Party: Yes code sections of FBC. Refer to manufacturer's installation instructions. 17022.5 15 - "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 STRIP Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL170 2 R7 It Ft 17022.5 1 0 NAI ssr.odf 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 EL17022 R7 AE FL 17()27.1 1.0 NAILSTRIP ssr.odf assembly In compliance with the installation method listed in this report and applicable Created by Independent Third Party: Yes code sections of FBC. Refer to manufacturer's installation instructions. ..................._......_...........................................................T......-............__.... ..._._....._............. 17022.6 16 - "1 in. Nail Strip" (R5) 1" rib height, a16'ttached 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 "' "' "^" ^ NAIL STRIP 0,032 ALUM ssr. p( Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL170" FL 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 FL17022 R7 AE FL 17022.6 1 0 NAIL STRIP 0,032 ALUM ssr.odf assembly in compliance with the installation method listed in this report and applicable Created by Independent Third Party: Yes code sections of FBC. Refer to manufacturer's installation Instructions. 17022.7 ; 7 - "1.5 In. Nail Strip" (RS) 1.5" rib height 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to I5/32" plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.7 1.1 Nail Strio 26GA 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 FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.Ddf assembly in compliance with the installation method listed In this report and applicable Created by Independent Third Party: Yes code sections of FBC. Refer to manufacturer's installation instructions. 17022.8 8 - "EMAX Rib" (RS) 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions FL17022 R7 fI FL 177022 8 EMAX Rib ssr.gd( Approved for use In HVHZ: No 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 FI 17077 R7 AE FL 177022.8 EMAX Rib ssr odf assembly in compliance with the installation method listed in this report and applicable Created by Independent Third Party: Yes code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9 - " PBR MAX" (R5) 126 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 Approved for use outside HVHZ: Yes FL17022 R7 IT FL 17022.9 PBR RIB ssr.odf 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 FI 17022 R7 AE FL 17022.9 PBR RIB ssr odf assembly in compliance with the installation method listed in this report and applicable Created by Independent Third Party: Yes code sections of FBC. Refer to manufacturer's installation instructions. Beek Npat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone • 850.487-1824 The State of Florida is an AAIEEO employer. Q right 2007-2013 State of Florida.:: P^vaty 5tatement :: Access&i1Ay 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 ogre 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 emails 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 her€. Product Approval Amepb: M ® 99 ma Palm City, FL 34990 (772)872-8034 Compliant with Florida Building Code 2017 (6" ed.) Compliant with Florida Product Approval Rule # 611320-3 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 Fas er atta ment specifications above Install Details: Table A Allowable Loads METHOD 1 1' IMETHOD21 I METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING W. 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#: 1 7 UL 580-06 & 1897-041 Test Report 0�893. 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 2897-04 is equivalent to test standard UL 1897-1*Design pressure margin of safety7:1 f11111 itI xr, Locke Bowden, P.E. does not have, not will acquire a financial inw'gq 'lr1 aq cg01�#4 ► m�iyfacturing or distributing products under this evaluation. = •• 1 r °r* 'i Locke Bowden, P.E. is not owned, operated, or controlled by a& coiiparNprnbbJfatturer, or distributing products under this report. • FL17022.1 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 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. 15/32" or greater Plywood, or Wood plank 24" 12" 3f8" Panel Overlap CWTKNdALSTRIATKM Panel Profile Nominal12" _ Nominal12" 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 Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or - Wood plank