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Home My WebLink AboutPRODUCT APPROVAL1/4/2018 Florida Building Code Online r vu .. Qly SMS Home log In User Registration Hot Topics Submit Surcharge Stats a Facts Publications FBc Stan 8CI5 Site Map Links I Se d h_ r4111roduLt U9ER•. Public uPtvval FILE COPY _ :� Product Auomval Menu > Product or Aeellratlon Search > Aoollcation ❑st > Applleadan DNnll FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OFTHE CONTRACTOR OR RECORD Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Revision 2017 Approved 08/18/2017v. date reapply 08/21/17 SCANNED Extreme Metal Fabricators, LLC BY 2160 SW Poma Drive St. LLICie Count Palm City, FL 34990 y (772) 872-8034 flvalidation@yahoo.com Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 a rlchard@emfab.neli L?g `0-3-o Ll 3 N^ST2LAe--T-,✓�r�4�— ST. LUCIE COUNTY BUILDING DI ION REVIEWED FOR COMPLIANCE Roofing PLAN AND PERM MUST BE KEP O 'JOB Metal ROcgWE OR NO INSPECTIONS) WILV §E MADE Evaluation Report from a Florida Registered Architect or a Dcensed Pic Professional Engineer Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. 1 Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V_CRIMP ssrodf standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By »..e.ra......n,aaewawlnnrvnlnrinr ann dtl.asnx7oaram=wGEVXQWtDOv2aBOpHPQQe6rMZMkUEOR%2bGxHGxFe5QkCHzEgvQQveeg%3d%3d 1/4 1142018 sections from the Code Flodda Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval i!•i l: fL M1I,• I J. :Fr;i. Date, Approved' c-: Ii r1 t ' Summary of Products`.' . ". Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 17022.1 1 - 05V Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15132" plywood or Wood Deck wit fasteners Iamits of Use Inetanation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes pf 17022 R7 II E 17022 1 5 V CRIMP 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 5 V CRIMP Other: Refer to evaluation report for conditions. Install the FL17022 R7' AE FL 12022 1 ssredf 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 - "SV Crimp" (R6] 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa mechanically attached to 15/32" plywood or Wood Deck wil exposed fasteners Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design. Pressurei +N/A/ -Table A Other. Refer to evaluation report for conditions.install th assembly In compliance with the Installation method listed this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 13 - "1.5" Mechanical Seam` (R5) Installation Instructions Verified By: Locke Bowden, P.E. 49704 created by Independent Third Party: Yes Evaluation Reports e F. -7022 RZ "_ _, 17022.2 5 V CRIMP 0,032 ALUM 25U in Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 24 gauge steel, standing seam rc panel mechanically attached to 15/32" plywood or wood de with dips and fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No 170 L R7 II ! Z11 3 1 M C5 F HANICaL r, Approved for use outside HVHZ: Yes soam 24ea ssr.odf. Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes others Refer to evaluation report for conditions and Evaluation Reports 5 MECHANICAL limitations of use. Install the assembly In compliance with the FL17022 R7 AE FL 17 Installation method listed In this report and applicable code seam 24oa smodP sections of FBC. Refer to manufacturer's Installation Created by Independent Third Party: Yes Instructions. _i_ 17022.4 14 - 01.5" Mechanical Seam" (115) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant! No Design Pressuroi +N/A/ Table A Other: Refer to evaluation report for conditions and 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. 1.5" rib height, 16" wide, 0.03Z' aluminum, scanumg seem roof panel mechanically attached to 15/32" plywood or Wor Deck with clips and fasteners. Installation Instructions r7 i7022 R7 U FL 17022 4 MECHANCIAL SEAM AII�MINUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports -_ ------ -, -", by Independent Third Party: Yes 17022.5 5 - "1 In. Nall Strip° (RS) �1" rib height, 16" wide, 26 gauge steel, standing seam roof ,A 1/4/2018 Florida Building Code Online Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +WA/ Table A Other: Refer to evaluation report for conditions and 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. 17022.6 16 - "1 In. Nall Strip" (115) 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 and 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. 17022.7 17 - "1.5 In. Nail Strip" (RS) 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 and limitations of use. Instail 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 18 - "EMAX Rib" (115) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Resign Pressure: +N/A/ Table A other: Refer to evaluation report for conditions and 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. 17022.9 19 - " PBR MAX" (RS) Limits of Use Approved for use In HVHZ:. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +N/A/ Table A outer. Refer to evaluation report for conditions and 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. panel men sally attached to 15/32" plywood or wood de with fastt:-F.'s. Installation Instructions FL17022 R7 II FL 17022,5 1.0 NAILSTRIP- 17.00 Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes '.. Evaluation Reports FL17022 R7 AE FL 022.5 1.0 NAILSTRIP ssr.odP �I Created by Independent Third Party: Yes 1" rib height, 16" wide, 0.032" aluminum, standing seam n panel mechanically attached to attached to 15/32" plywooc Wood Deck with fasteners, .Installation Instructions FL17022 R7 II FL 17022.6 1,0 NAIL 5MIP 0 032 ALUM ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Fl 17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssrodf Created by Independent Third Party: Yes 1.5" rib height, 19" wide, 26 gauge steel, standing seam.m panel mechanically attached to 15/32" plywood or wood de with fasteners. Installation Instructions FL17022 R7 11 FL 17022,7 1.5 Nail 51dD26GA ssr Ddf Verified By: Locke Bowden, P.E. 49704 created by Independent Third Party: Yes Evaluation Reports F117022 R7 AF FL 17022.7 1 S.Nail Stdp 26GA ssrodf Created by Independent Third Party: Yes 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 177022.8 EMAX Rib ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 177()22.8 EmAX Rib ssrodf Created by Independent Third Party: Yes 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 17022.9 PBR RIB ssr odf. Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reporto F. R7 6E e, 17022,9 ono ola WE - Created by Independent Third Party: Yes canton us:: 2601 BI I RoaE Tallahasee FL 32399 phone: 858-487-1824 the State a nortda is en A q/EM emPlaya .. rmm• 2ae7-2013 State of M06da.:: Pd"a 5�tement :: m Ib'IM abtement ;: R f and Sta`�at .... 3/4 __...__—__...fatmv .en,..Hann,a�tttnnasrM7MxUEoRe/a2bGxHGxFe5QkCHZEgvOQveeg%3d%3d Palm City, FL 34990 Compliant with Florida Building Code 2017 (6' 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 ksl 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 20,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck ors/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 ills: Table A Allowable Loads, METHOD 1 METHOD 2 METHOD 3 METHOD 4 ESSURE" -86 PSF -93.5 PSF -101 PSF -228 PSF ING 16" o.c. 16" o.c. 8" o.c. 6" o.c SPACING ALONG Panel width) 12" o.c. 12" o.c. i2" O.C. 12" o.c. #9 #10 #10 #10 SIZE reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 18974W Test Report =593.01-450-18 05/02/14 Test 'Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *Design pees"re margin ofsafety 2:1 *EQUN/tLENCY-U11897-04 Iseq"iva/entto[eststendardUL1897�i��tiil - lodm Bowden, P.E. does not have, not will acquire a financial under thtr evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by r report. �S rTeUF ` •� lQRIO�a" C or distributing products products under this /7 FL17022.1 5 imp (26GA Steel), 24" Wide Roar [nel - Details Limitations: 1. Undedaymentto be compliance with current Florida Building Code (FBC)2017 61 ad. 2. Minimum slope to be compliant with Florida Building Code 2017 6d, ad., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval perRule 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. T6._Support framing in compliancew/FBC 2017 6i^ ad., 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. -wuWoa dOff& -151rRywvadm ank �12� 31W T orriaxl%Ls Panel Profile 12" O.G. — - O.C. r Fasten �x -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 Nang Panel Overlap Length Deck-15/32' or greater Plywood, or -Wood plank