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Home My WebLink AboutPRODUCT APPROVAL ROOFINGM, I I — � �rafessi�onai Re�ulat��a� �� 1-k £P McL ed Y.Fr+e o h5X6'„ �fn :"aa T n'uf�aR1.` Ilk, p Product Approval USER: Public User Product Awrov l Meru > Product or Aodiration Search > Awlica[ion List > Application Detail FL # FL17022-R7 Application Type J�ANNED Revision Code Version BY 2017 Application Status St. L 1cie 0"nwnty Approved Comments 08/18/2017v. date rea Archived Cl o7 +G— ST. LUCIE COUNTY BUILDING DIVI REVIE FOR CO LIA R EVI E 0�lj DATE ( PLANS AND ERMIT MUST BE KEPT ON JOB OR y 08/ 4&INSPECTION WILL BE MADE Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive (77 2) 872 8034990 THESE PLANS AND ALL PROPOSID WORK flvalidation@yahoo.com ARE SUBJECT TO ANY MIRECTIONS Richard McKuhen REQUIRED By Mao INSrEC T OS TNAT Authorized Signature flvalidation@yahoo.com MAYBE WECESWIN ORDER TO GMIPLYWITH LLAPPLIC RLE CODES, Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 rchard@emfab.net 1`11ONCEAIEDrFASTUMORA1TACHMENTS Quality Assurance Representative ARE THE RESPONSI1 I Ry OF Address/Phone/Email THE COMET Ov1R OFF RECORD Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who 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. 2 Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2003 2012 2006 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Model, Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 Description ja - SV�Crimp"'(R69 % 126 Gauge steel, 3/8" rib height, 24" wide lapped roof panel / mechanically attached to 15/32" plywood or Wood Deck with fasteners I Approved for use 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. 17022.2 12 - "5V Crimp" (116) 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. Installation Instructions FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions FL17022 R7 II FL 17022.2 5 V CRIMP 0,032 ALUM ssr pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032-ALUM ssr.adf Created by Independent Third Party: Yes 17022.3 13 - "1.5" Mechanical Seam" (115) 11.5" rib height, 16" wide, 24 gauge steel, standing seam roof I 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 170Z2.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 240a 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 Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24oa ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 I4 - "1.5" Mechanical Seam" (R5) I1.5" rib height, 16" wide, 0.032" aluminum, standing seam I 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.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 Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 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 FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.pdf limitations of use. Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed in this report and applicable code req to Palm City, FL 34990 1° pliant with Florida Building Code 2017 (61h ed.) i`pliant with Florida Product Approval Rule # 61G20-3 pliant: Keystone Certifications ct: S 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" ,ion Resistant Compliant: FBC Sec.1507.4.3 ier 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet ements) ier 2-(Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to rate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length requirements) finent: To be compliant with FBC Sec. -Chart 1507.1.1 Shall be in compliance with FBC Sec.150.7. See Fastener attac/I+rnent specifications,above Insta 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 Pva'i._. ...v ` ` anel-wldthj= -"" =�--12=o:c, "" '' 12 o:c. " 12 o.c. 12" O.C. _ FAST O NER SIZE #9 #10 #10- #10 RefeJI rence Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 58-06 & 1897-04' Test Report D05893.0I-450-18' 05/02/14 Test Report F3366.01450-18 12/18/15 TAS 425-03 Test Report DOS893.02-450-18 07/22/14 I A *EQULENCY--UL 1897--04 is equivalent to test standard UL 1897-I?111I,ry _ *Design pressure margin of safety 2.1 Locke den, P.E. does not have, not will acquire a financial in 1. o ��cg ny m�%yfacturing or distributing products under �ls evaluation. v. L • �' '� Locke E owden, P.E. is not owned, operated, or controlled by a& coaiparNornbijdWtuA, or distributing products under this report: r • _ �� $ .r T" .%Q f. / . >O • � W7 tea, • i, •,Fc_ Mot, • �� • I FL17022.1 (26GA Steel), 24" Wide Rom.-.`'anel - Details 1. Undf 2. Minir 3. Prod 4. Engi 5. Fire 6. SupF Strut 7. This ayment to be compliance with current Florida Building Code (FBC)2017 6th ed. im slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. :ts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D Bering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. issification is not part of this acceptance. Shear diaphragm values are outside this report. I framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for iral Loading. port does not imply warranty, installation, recommended product use outside of this report. - i51 or greater Plywood, or Wood plank 14- t2 TO" do Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten 9 X -1/2" Min. or #10 X 1-1/2" Min. per -fable "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