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Home My WebLink AboutPRODUCT APPROVAL1/4/2W Florida Building Code Online ( / f� �+wM1�I✓Jt.tiw� �rMkE-'" F��"'�`�F� Z� 1'I Y , _ r (� SCIS Home Log In User Registration Not Topics Submit Surcharge Stats a Facts Publications FSC Staff BUS Site Map Links I Se d W F. Product ApprovalEI LE COPY _ DSER: Public User product Approval Menu > Product or Anolication Search > Application Lis t > Application Detail FL 0 Application Type Code Version Application Status Comments Archived Product Manufacturer CONCEALED FAeWrIlW"RdA MENTS ARETHE RESPONSIBILITY OFTHE CONTRACTOR ORRECORD 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) FL17022-R7 Revision. 2017 Approved MqR �cFn'ao Permitti 71040 St 4u D eCot,en me CANNED 08/18/2017v. date reapply 08/21/17 BY St. Lucie County Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.co AARRESUBJEECT OAN CARREL ONSO REQUIRED BY FIELD INSPECTORSTHAI Richard McKuhen MAY BE NECESSARY IN ORDER TO flvalidation@yahoo.con'COMPLY WITH ALLAPPLICABLE CODE: Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 I Hchard@emfab.net� V ST. LUCIE COUNTY BUILDING REVIEWED FOR C%PLIANCY PLANS All' r -. . Roofing SITE OR NO INSPECTION(5) Metal Roofing Evaluation Report from a Florida Registeret Professional Engineer Evaluation Report - Hardropy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received FL17022 a 17022.1 5 V CRIMP scrndf or a Licensed Flo sundalid YM TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By uu--m—..a... w.k.alAina runinrinr arm d8.asox7oaram=WGEVXQwtDQv2aBQPHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 114 1/4/2018 Florida Building Code Online 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 # Model, Number or Name 17022.1 1 - "SV 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--[o evaluation report for conditions. Install the assembly iq stompllarice with the installation method listed in this repdrt and -applicable code sections of FBC. Refer to nian,ifacturer's Installation Instructions. 17022.2 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 evaluationi 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. 17022.3 13 - 01.5" Mechanical Seam" (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 acctiono of FBC. Refer to manufacturer's installation Instructions. 17022.4 14 - "1.5" Mechanical Seam" (R5) 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. Description 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 1s/32" plywood or Wood Deck wa fasteners Installation Instructions FL17022 R7 II FL 17022.1 S V CRIMP ssrodf Verified By:. Locke Bowden, P.E. 49704 Created by'Independent Third Party)_ Yes ' Evaluatlon Reports " FL17022 R7 AEIFL170221 SVICRIMP ssrodf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa mechanically attached to 15/32" plywood or Wood Deck wll exposed fasteners Installation Instructions Fl 17022 R7 II FL 17022 2 5 V CRIMP 0,022 ALUM ssr o Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE r7 17n7> 2 c v CRIMP 0,032 ALUM ssr 1 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 clips and fasteners. Installation Instructions FL17022 R7 II FL 17022.3 1.5 MECHANICAL seam 24ea ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 7 Ac C, 17022 a 1_5 MECHA_NICAL sham 74aa ssr.odP Created by Independent Third Party: Yes 1.5" rlb height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or We( Deck with clips and fasteners. Installation Instructions Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports ALUMINUM ssrodf Created by Independent Third party: Yes 17022.5 15 - 01 In. Nall Strip- (RS) 1" fib height, 16" wide, 26 gauge steel, standing seam roof 1/4rto'va Florida Building Code Online panel mr.Ically attached to 15/32" plywood or wood de with fastuintn a. 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 Instructions. 17022.6 16 - 01 in. Nall Ship" (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. 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. Nall 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. 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. _ 17022.8 18 - "EMAX Rib" (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. 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 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. Installation Instructions FL17022 R7 I1 FL 17022.5 1,0 NAILSTRI'Lssr_Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAIL_SIRIP ssrpdf Created by Independent Third Party: Yes 1" rib height, 16" wide, 0.032n aluminum, standing seam n panel mechanically attached to attached to 1S132" plywooc Wood Deck with fasteners, Installation Instructions FL17022 R7 II FL 17022 6 1.0 NAIL STRIP 0.032 ALUM ssr-odf Verified . By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE EL12022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Created by Independent Third: Party: Yes 1.5" rib height, 19" wide, 26 gauge steel, standingseam rc panel mechanically attached to 15/32" plywood or wood de with fasteners. Installation Instructions FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports n 17n77 07 AP Fl 17n777 1.5 Nail Strip 26GA ssr.Ddf 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 9AW& Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports 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 F117022 R7 lI FL 17022.9 PBR RIB MA Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes evaluation Reports FL17022 R7 AE FL 17022.9 PBR RIB sscodf Created by Independent Third Party: Yes Lontaa Us :: 2601 Bla' r g2ne Roatl Ten hassee FL 32399 aa.... • 950407-1824 The State or nor Is an AA/E employer. -rnay^one aoa7- oh "�adda' :: Pnv statement :: - .i"IRy Stated :: Re d SSt t t _.. _..._-_...___—_.s,=vM., .,.eRrinHnCNIaRrM7MklIEoR%2bGXHGXFe5QkCHZEgvoaveeg%3d%3d 3/4 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6ti' 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. GA2 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507A.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 i-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) Underiayment: To be compliant with FBC Sec. Chart 1S07.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment spedficat/ons'above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE' -86 PSF A3.5 PSF .101 PSF -228 PSF ROW SPACING 16" o.c. i6" O.C. 8" O.C. 6" O.C. FASTENER SPACING ALONG Panel width 12" O.c. 12" O.c. 12" O.C. it" O.C. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHffECTURAL TESTING, INC. TST ID#:1527 UL SSO-06 & 18974W Test Report DMI143.01-450-18 05/02/14 Test Report F3365.01-450-18 12/18/15 TAS 125-03 Test Report 005693.02-450-18 07/22/14 "�190Pressure n��i"o/salety2:i +EQUIVALENCY-U1189704 kr eq"iva/e/►ttotcstatendardUt1897i;6nnr or distributing products Lake Bowden, P.E. does not have, not will acquire a final in, � !��, @4� (��k,cturin g under this evaluation Locke Bowden, P.E. is not owned, operated, or controlled by apy compaft"a turn/ or�ktrihuting products under this • — ,o report. • • * r l If �e �srit •:� 3/,7 e �y0,� o a l OR14Fa , FL17022.1 51"/ Amp (26GA Steel), 24" Wide Roo,, nel - Details Limitations: 1. Underiayment to be compliance with current Florida Building Code (FBC)2017 6t' ad. 2. Minimum slope lobe compliant with Florida Building Code 2017 61' ad., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-13 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 6w 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. WOO -"greaterRywood, m -NboOPM* 1iT 3F �TfQt7AL5f Panel Profile Nominal12" Nominal12" O.G. o.c. Fasten PT -1/2" Min. or #lox 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel NAdth Panel Refer to Table "A" for sparing Along Panel Ovedap Length Deck-15/32" or greater Plywood, or - Wood plank