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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFING.,?16 da.Building-Code Onlir,- Page 1 'of 4 FL # Application -Type. Code •Version APPlicatidn `Status Comments Archived Product Manufacturer Address/Phone%Email Au6arized signature Technical Representative Address/Phone/E mall Quallty;Assuiance Representative' Addness[Phone/E mail 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 Certlflcate of.Independence FL17022-R7 Re ion 2017 Approved 08/18/2017v.date reapply I• .1 Extreme Metal Fabricators, LLC. 2160 SW.Poma Drive Palm City, FL 34990 (772) 872-8034 flvaildotlon@yah.o.o.com Richard Mc.Ku hen flvalidatlon @yahooxom ST. Lucie County permitting ST. LUCIE COUNTY L7 BUILDING DIVISIO FOR Cr%;l�FPPL REVIEWED BDATE -1 BY.(,�� r�Lara AtNID pE^ MIT MUS I' DE KEFJT ON, JOB OF3 __NP INn?f PN14 t'It)N WILL BE MADE Richard McKuhan THESE PLANS AND ALL PROPOSED WORK' 2169 SW.Poma Drive 1� �+ Palm City, FL 34990' ARE S1113JECT T O AN-! richard @em ab net RE0111RED GAY FI -'!,D IFI;;;�r-r- ' `r1ITT MAYBE NSGF'SSAIW I,d QjnuF i, _ I, COMPLY 1" im Au, topixiW"a Roofing Metal Roofing Evaluation Report from a Florida .Registered Architect or a Licensed Florida Professional Engineer I_ Evaluation Report - Hardcopy Received LOCKE BOWDENCONCFALED FASTENERS OR ATTACHMSn ' PE-49704 ARE THE RESPONSISILITy OF THE C/1 Keystone Certifications, Inc. CONTRACTOR OFRECORD 64/22/2o24 i Zachary R. Priest, P,:E: W. Validation Checklist - Hardcopy Received FLyblo 2 RZ Coi FL 17022,l5 V CRIMP ssr.odf Referenced Standard and Year (of Standard). S,tandard. Year TAS 125 tom UU1B97 2012 UL580 2006 Equivalence of. Product standards Certified By Sections from the. CodeF !,�' I - , F ' ... ?.. nj http;//wwxv:floriddbuilding.orgi,,pr/pr app_dtl:aspx?param=wGEVXQwtDgv2aBQpHpQQe... 1/8/2018 Florida Building Code Online - Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted OB/18/2017 Date'Valldated OB/25/2017 Date.Pending FBC Approval 08/28/2017 Date,Approved 10%10/2017 Summary`of Prbducts FL# model, Number orNlame; Description- 17022.1 1 - "SY Crimp" (R6) I b height, 2VwIde lapped roof panel mechnicallylattached ito,15/32" plywood or Wood Deck with fasteners 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'llsted In this report and applicable code sections of FBC. Refer to manufacturer's Installatlon'Instructions. 17022.2 I2,- "50trimp" (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 conditionsanstall the assembly In compliance with the Installation method -listed In this report and.applicable code sections of FBC, Refento manufacturer's Installation, Instructions. Installation Instructions 'FL17022 R7 II FL 1902I 5 V CRIt•1P ssr:odf. Verified By: Locke. Bowden, P.E: 49704 'Created by Independent Third Party: Yes. Evaluation Reports FL17622 R7 AE FL 17022.1 5 V.CRIMP ssr•bdf Created by Independent Third Party: Yes 6.032" Alurnindm,.3/8" Rib height, 21 wide Iapped`roof panel; mechanically attached to IS/32" plywood or Wood Deck with ,exposed fasteners Installatio n.Instructio ns Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.632 ALUM ssr,�df Created by Independent.Thlyd Party: Yes 17022,3 3 "1:5" Mecfianlcaf Seam" ('R5) 4,5"rib height, 16".wide, 24 gauge steel; standing•seam roof panel mechanically attached to 15/3r plywood or wood deick'with clips and fasteners. Limits of Use Installation Instructions Approved for use'in HVHZ: No FtQ22 R7 I�_FL 1702,,,.I S h]BC}{gbl.g( Approved for use outside HVHZ: Yes seam 241aa ssr,adf 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 repo it Evaluation Reports limitations,ol •rise..Install the assembly in compllance<with FL17022 R7 AE FL 17022.3 1.5 MECHANICAL. the installation method listed,Inthis-report and -applicable , seam 4ga ssr.pdf. code sections of fiat, Refer to. manufacturer's Installation Created by Independent Third Party: Yes Instructions, 17022.4 4 - "1.5" Mechanical Seam" (115) 1.57rib height, 16" wide,,.0,032" aluminum, standing seam roof panel mechanically attached to 15/32" plyyiood or Wood Deck with clips and4asteners. 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 ALUijINM11UssrFdf Impact Resistant: No Verified By; Locke Bowden, P,E, 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party:'Yes Other: Refer _toevaluation .report for conditions an'd Evaluation Reports. limitations ofuse.,Install the assembly'ln compliance with A17022 R7 AE FL 17022,4'PIECHANCIAL SEAM ALUMINUM ssr the installation method listed In.,tfiis report and applicable code sections. of FBC Refer to -manufacturer's Installation Created by. Independent'Thlyd Party: Yes, Instnictions. 17022.5 5 - %.In, Nall Strip" (RS) I" rib height, i6" wide, 26 gauge steel; standing seam roof panel mechanically attached to 15132" plywood or wood [deck wlth�fasteners. 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: Referbt evaluationreportforconditions and Ilmttations 4 use.'Install,ifie assembly In compliance with Installation Instructions FL1702_2R7 II FI A. 7022 51,Q•NAILSTR P ssr:pdf Verified By: Locke•Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILSTRIR ssrdf. Created by Independent Third Party: Yes: .http:,//www.floriddbuilding-.ork/vf/prAp p,_dtl.aspx?paratn=wGE VXQwtDgv2aBQpHpQ,Qe:.. 1 /8/2018 160 SW Poma Drive Palm City, FL 34990 Compliant with Florida Building Co 2017 (6 ed.) Compliant with Florida Product Ap rova. ule # 61G20-3 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. ,,fastener attachment specifications above Install Details: Table'A _ "Allowable Load , 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 Panel wid ) 12" o.c. 12" o.c. 12" o.c. 12" O.C. FASTENER SIZE #9 #10 #10 #10 . Reference Data: ARCHITECTURAL TESTING, I #: 1S27 UL 580-06 & 1897-041 Test Report EMS93.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 � *Design pressure margin of safety 2.1 Locke Bowden, P.E. does not have, not will acquire a financial inter! e�cgjq�rm�ipfacturing or distributing products under this evaluation.. V, Locke Bowden, P.E. is not owned, operated, or controlled by a& cosiparnNo) fskturep, or distributing products under this report.4 J'. 110�'r41 f / !/ FL17022.1 Crimp (26GA Steel), 24" Wide R4z o l Panel - Details Limitations: 1. Underlayment 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 61h 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 3/9. 1 QFTt0NALSTRIF,TIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten - 9 X 1-1/2" Min. or #10 x 1-1/2" Min. per -fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel VNdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater plywood, or - V1bod plank