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Home My WebLink AboutPRODUCT APPROVALSFlorida Building Code Online 1/31/18, 1:58 PM o1L•cliiic_- _ ,''o„-}:il�ri�l '° c1:13i:'=.iliii --- �1 � ��j:.:. .r r-+� -- - BCISHome 1 to In User Rey'sbatlm I HaMP16 SYxmn Surdarge Slasa Ads WExoUuns WShn I SCIS54e Hap Dreg Search db d r ( � u u�uPbbxku vroval SCANNED Pmdspd Awnl wn a prmun n. > enmo-mmn u<e> ApplioUon pelail BY i - Fl. � F.1:37022-1F7 `---�-- Application type Revision Code Version 2017 Application Status Approved Comments 08/1812017v. date reapply 08/21/17 Archived Product Manufacturer Extreme(Metal-Fabt rs LLCi Address/Phone/Email 'Q SW poma Drive Palm Gty, FL 34990 (772) 872-8034 0validation@yahoo.com Authorized Signature Richard McKuhen Rvaiidatlon@yahoo.com Technical Representative Richard MCKuhen Address/Phone/Emall 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 Rchard@emfab.net St. Lucie County Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Metal,Rodfi yg. 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 LOCKE BOWDEN the Evaluation Report ' Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date G4/22/2024 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardeopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP sscrdf Referenced Standard and Year (of Standard) Standard TAB 125 Year 2003 https://rnvw.floridabuilding.org/pripr'_apP dtLwpx7pammaYGEV%QwtOgv22BQpHpOQeBrMZMkUEPRR2bGxHOxFeSQkCHzEgvOQveegk3d%3d Page 1 of 4 Florida Building Code Online UL 1897 UL 580 Equivalence of Product Standards Certified By Sections Flom 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 Summary of Products r 2012 2006 1131118. 1:58 PM FL* Model, Number or Name Description '17022 1 Q ,1� --Sy '(R�� "" 26 Gauge steel, 3/8' rib height, 24' wide lapped 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 R FL 17022.1 S V CRIMP ModF 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. Rarer to evaluation report for conditions. Install the FL17022 R7 AE FL 17022.1 5 V CRTMP ssrodf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable mile sections of FBC. Refer to manufacturer's Installation Instructions. 17022.2 -'5V Crimp' (R6) 0.03Y Aluminum, 3/8' Rib helgh4 21' wide lapped roof 12 panel, mechanically attached to 25/32' plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 If FL 17022.2 5 V CRIMP 0.032 ALUM ssrodf Verified By: Locke Bowden, RE. 49704 Approved for use outside HVHZ.• Yes Impact Resistant No Created by Independent Third Party: Yes Design Pressure: +WA/ Table A Evaluation Reports Other: Refer to evaluation report for conditions.lnstall the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssrodf Created by Independent Third Party: Yes 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 3 -'1.S' Mechanical Seam' (RS) 1.51rib height, 16' wide, 24 gauge steel, standing seam roof panel mechanically attached to IS/32' plywood or wood deck with dips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 TI FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 7.4oa smodf Impact Resistant: No Verified By: Locke Bowden, P.E. 497G4 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 1.9 MECHANICAL Installation method listed In this report and applicable mile seam 24na ssr.odP sections of FBC. Refer to manuf4durer's installation Created by Independent Third Party: Yes instructions. 17022.4 4 -'1.5' Mechanical Seam' (RS) 1.5' rib heigh4 16' wide, 0.052' aluminum, standing seam mof panel mechanically attached m 15/32' plywood or Wood Deck with dips and fasteners. hitpslf% w .floridabu0ding.org/pr(pr_app dtLaspxyparam=wGEV%Ow1Dgv2aBOpHp00e6rMZMkUEaR7. GxHGxFe50kCHzEovOOveegmd%3d Page 2 of 4 Florida Building Code Online 1/31118,1:58 PM Limits of Use Installation Instructions ' Approved for use In HVHZ. No F1.17022 97 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssrodF 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 mmpfiance with the FL17022 R7 AE FL 17022A MECHANCIAL SEAM installation method listed in this report and applicable mile ALUMINUM ssrodf sections of FBC. Refer be manufacturers installation Created by Independent Third Party: Yes Instructions. 17022.5 5 -'1 in. Nag Strip' (RS) 1' rib height, 16' wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/3r plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use In HVHZNo PLI7022 R7 IT FL 17022.S 1.0 NAt STRIP ssrodf Verified By: Locke Bowden, P.E. 497G4 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: +WA/ Table A Evaluation Reports Other. Refer to evaluation report for conditions and FLI7022 R7 RE Fi, 17022.5At RIP ssnadf Created by Independent Third Party: Yes limitations of use. Install the assembly in compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturers installation Instructions. 17022.6 6 -'1 in. Nail Strip' (RS) 1' rib height. 16' wide, 0.032' aluminum, standing seam mof l 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 M17072 R7 It FL 1707.2.6 I.O NAIL STRIP 0.032 ALUM ssrodf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +WA/ Table A Created by Independent Third Party: Yes Other. Refer to evaluation report for conditions and Evaluation Reports (imitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17027.6 1.0 NAIL STRIP 0.032 ALUM ssrodf Installation method listed in this report and applicable code sections of FBC. Refer to manufacturers installation Created by Independent Third Parry: Yes insbructimuL 17022.7 7 -'1.5 in. Nail Strip' (RS) 1.5' rib height, 19' wide, 26 gauge steel, standing seam mof panel mechanically attached to 15/3r plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ No FL17022 R7 It FL 17022.7 1.5 Nail Strio 26CA ssrodf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant•. No Created by Independent Third Party: Yes Design Pressure: +WA/ Table A Evaluation Reports Other. Refer to evaluation report far conditions and FL17022 R7 AE EL 17022.7Nil Strip 26GA sanodf Created by Independent Third Parry: Yes [Imitationsof use. Install the assembly in compliance with the installation method listed In this report and applicable mile sections of FBC. Refer to manufacturers installation instructions. i 17022.8 8-'Et4AX Rib- (RS) 29 gauge steel, lapped mof panel mechanically attached to 15/3r plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ- No FL17022 R7 tI FL 177022.8 EMAX Rib ssrodf 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 F1,17022 R7 AE FL 177022.8 EMAX Rib ssrndf limitations of use. Install the assembly in compliance with the Created by Independent Third Parry: Yes Installation method fisted In this report and applicable code sections of FBC. Refer bo manufacl umes installation instructions. 17022.9 9 -' PBR MAX' (RS) 26 gauge steel, lapped mof panel mechanically attached to 15/3r plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions htips://vrww.flor,dabuilding.org/pr/pr_apP_dl1.aspxlpamm-wGEVXOwlDgv2aBOpHoGOe6rMZMkUEaRY.2bGxHGxFeSOkCHZEgvOOVeeg'A3d%3d Page 3 of 4 Florida Building Code Online 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 fisted in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. FL17022 R7 11 FL 17022.9 PBR RIB ssrodF Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes valuation Reports Fl 17022 R7 AE FL 17077 9 Pan RIB ssrodf Created by Independent Third Party: Yes 1131118, 1:58 PM �t,d th:: 2601 R1.11 Stone Read. Tan hnsee R 32399 RAene: 850 -f0}< 7lle Stale of l brlda Is an AvM0 em0911ec CQVrr1nh12007d013 Stan oI RMda.:: M,ov Snnment:: Aae aWN Statement:: Rerend Statement Ptadnrt Approval Accepts: M1;--9IEaM Crack Card Safe https://mvw.fforidabuilding.org/pr/pr_app dtl.aspx7pamm=wGEVAQwIDgv22BQPHPQQeGrMZMkUEOR%2bG:HOxFeSQkCHxEgvOQveeg7.3d%3d Page 4 of 4 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6t1 ed.) Compliant with Florida Product Approval Rule # 61620-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 kill 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 Sea 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 1S07.1.1 Slope: Shall be in compliance with FBC Sec.1507. See Faste era mentspecifications above Install Details: Table A Allowable Loads METHOD3 METHOD4 DESIGN PRESSURE' 93S PSF -101 PSF -228 PSF ROW SPACING AMEMOOMETHOD 16" o.C. 8" D.c. 6"oc. FASTENER SPACNG (ALONG Panel width)12" o.c 12" o.c. 12" o.c. FASTENER SIZE #10 #10 lk10 Reference Data: ARCHrrECrURAL TESTING, INC. TST ID#.1527 UL 58"S & 1897-041 Test Report D(6893.01-450-18 05/02/14 Test Report F3366.01-450-18 u/w/ss TAS 125-03 Test Report D05893.02-450-18 07/22/14 +EQLDVALENCr--UL 1897-04 is equivalentto teststandard LOX 1897-1�11111 "De519n pressUre margin ofsafety 2:1 Locke Bowden, P.E. does not have, not will acquire a finan under this evaluation. Locke Bowden, P.E. Is not owned, operated, or controlled report. distributing products products underthis FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Bugdutg Code (FBC)2017 6° ad. 2. Minimum slope to be compliant with Florida Building Code 2017 6111 ed., and per with Manufacturers installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: l-D 4. Engineering analysis for 'project specific approval by local authorities w4urisdiction is allowed by other registered engineers. S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report 6. Support framing in compliance w1FBC 2017 6N 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. t 3'fr r 24' ` `aFro+x sTaknas—�� Panel Profile Fasten x 1-112° Min. or 910 x 141r Min. per Table"A' Hex Washer Head Screw the Panel Wdlh Panel Refer to Table "M for aced 1Z'o.c. across �SpacingAlong Panel Overlap / Length Deck- 15132' orgmater Plywood, or -Wood plank