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HomeMy WebLinkAboutPRODUCT APPROVALED 019 �. Permitting MI Sera Nome ! tog In :. User Regserarmn `hot Topic i submt su"ame Scab 6facts Dupiiraeoaa H3Cstan 1 arts Stu Map.; Laks SearU �±. 'So- ProductApproval�r�- x r c uses: wtuc user SCANNE Adb h Y B NEW ✓_ ! >naxwal Mx, > b Se' F a hcfica+"n� tM> A6D1icallon getail FL .. PL17022-R7 . St. Lucie County Application Type Revision Code Version 2017 Application Status Approved Comments 08118/2017v. date reapply 08/21/17 Archived ^ Product Manufacturer Extreme Metal Fabricatora, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL M990 (772)872-8034 nvalidation@'yahoo.com Authorized Signature Richard McKuhen I Ivalldation@yahco,com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)672-8034 richard@emrab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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, Tnc. Quality Assurance Contract Expiration Date 04/22/2024 Volidated By Zachary R. Priest, P.E. i-I Validation Checklist - Hardmpy Received Certificate of Independence 1.1702 R7 POT FL 17022.1 S V PRIMP • ndf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1697 UL 580 Equivalence of Product Standards Certified By Sections From the Code Year 2003 2012 20U6 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th 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 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. See Fastener attachment cnf- i1=.rai3nnc =hr,r u Install 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 Panel width) 12" o.c. 12" o.c. 12" o.c. 12" O.C. FASTENER SIZE #9 #10 #10 #10 "Reference Data: ARCHITECTURAL TESTING, INC. TST'ID#: 1527 UL 590-06 & 1897-041 Test Report 00's893.01-450-18 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 1897-08 is equivalent to teststandard UL 1897-12 *Design pressure margin ofsafety 2.1 �,atirrn' 1� Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by. report. U. F-0 coerparN0rn 6h5 a$tureP, orl: distributing products products under this A7 FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1- Undedaymentto be compliance with current Florida Building Code (FBC)2O17 Vh ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6' ed., 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-D 4. Engineering analysis for "project specific approval by local authorities wtjurisdiction 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 wfFBC 2017 6� 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. -15wagmaz F,YMM'a -"W plank. va~ —Fasten - kBa1.12`Mw. a 910"t-tPG A4n pexraDle A• ror Row &VCri pRod Pend SpaeiDesign Pmssures Hex Wasni:et He HeaQ WooG Saews Panel Profile Nominal 12" O.C. Fasten V x 1-112° Min. or #10 x 1-112" Min. per -fable °A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Wdth Panel Refer to Table "A" for Spacing Along Panel Overlap _ Length Deck-15132" or greater Plywood, or - Mod plank