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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 3 sc15Home I Lupin I user Repatr n I Hot Topic I submitsumharge Iscats'&Fads I Fvblkatbns I Contaeus'I BMSrte Map I Uln I S =h I :. . pw uct ftu Approval -FILE COPY faro,~o% R USFR:.pudic User P1 dA,,,[Meny>.L`y orgmfxton5... h>gnMlratMnlht>APPH®flanM u Z1 FL tt Application Type Code Version Application Status Comments Archived Product Manufacturer ��IFi IORATTACHENTB RESPONSWUNOFTHE COWRAZMORAECM Authorized Signature Technical Representative Address/Phone/Email Quality.Assumnce Representative address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect. Name whodevF the Evaluation Report Florida License Quality Assurance Entity Quality AssuranceContract Expiration ate Validated By - Certificate of, Independ7y"r tandard Referenced Sa (of Standard) FL17022-R7 Revision 2017 Approved 08/18/2017v. date C) JAN 22 20i9 ST. Lucie County, Permitting Extreme. Metal fabricators, LLC 2160 SW Poma Drive Palm City, FLI34990 (772)872-8034 8validation@yahoo.com Richard McKuhen hvalidation@yahoo.com Richard McKuhen 1 2160'SW Perna Drive Palm. City, FL 34990 (772) 872-8034 richaM@emfati.net -r%I ST. LUCI OLINTY BUILDING DIV REVIE D FOR COMPLIANCE REVI B Roolla Metal 6 AND PERMIT MUST BE KEPT O OB ITE OR NO INSPECTIONS) WILL ADE E luation Report from -a Florida Registered Archite a. Licensed orida Professional Engineer 0 Evaluation Report- Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. ® Validation-ChecWlst - Hardcopy Received FL17072 R7 COI FL 17022.1 5 V CRIMP ssr:ddf Standard Y= TAS 125 2003 UL 1897' 2012 UL 580 2006 the Code THESE PLANS AND ALL PROPOSED WORK ARE SUBJECTTO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT COMP Y WITH ALLAPPLIICABLE ODES. SCANNED DY Lucie County http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 7/5/2018 Florida Building Code Onlir Page 2 of 3 Product App— mvartiet o-d Method I Option D Date Submitted 08/18/2017 Date Validated 08/25/2(17 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 .Summary of Products 1 n Model, Number or Name Description 26 Gauge steel, 3/8" rib height,' 24" wide lapped roof panel mechanically attached to 15/32"plywood or Wood Deck with - fasteners ' ' Limits Pitt" Installation Instructions Approved for use in HVHZ: No 9L17022 R7 11 FL 170221 5 V CRIMP 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. Install'tfie FL170 R7T Afi),7022 1 5 \ C tMP ssr otlf assembly In compliance with the Installation metnod listed in Created by Independent Third Party: Yes. this'report and applicable code sections of FBC. Refer to manufacturer's installation instructions, 17022:2 2 - "SVComp" (R6) 0.032' Aluminum, 3/8" Rib It 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck :with exposed fasteners Limits of Use Installation Instructions - - - - Approved for use In HVHZ; No Ft 17022 R7 II FL 17022,2 5 Vr CRIMP 0,032 ALUM SSL2df Approved for use. outside HVHZ: Yes -Verified By: Locke Bowden, P.E. 49704 " " - Impact Resistant, Nd Created by Independent Third Party: Yes Design Pressure: +N/A/-Tabfe A EvaluationReports Other: Refer to evaluation report for conditions.lnstall the FL1707 Z A F 170 2 c V CRIMP n nvv A iIM a...wr 'assembly. in compliance with the installation method listed in - Created by Independent Third Party: Yesthis report and applicable code sections of FBC. Refer.to - manufacturer's Installation instructions: 17022.3 - 3 -'1.5" Mechanical Seam" IRS) 1:5'r16 height, 16' wide, 24 gauge steel, standing seam roof Parfet mechanically attached to 15132' plywoodorwood deck with clips and fasteners. Limits of Use - Installation Instructions Approved fonuse'In HVHZ: No fl t7022 R7 II FL 17022 3 1.5 MECHANICAL Approved for use outside HVHZ:;Yes seam2aoa ssr odP - 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'evaluationreport for conditions and :Evaluation Reports limitations of use. Install the assembly in compliance with the Ft17022 R7 AE FL 17022.2 1,5 ME HANI A installation method listed in this report and applicable code seam 24oa sscodf sections of FBC.. Referto manufacturer's installation Created by Independent Third Party: Yes instructions '17022.4 4 - "1.5" Mechanical Seam" (RS) 1.5"'riti height, 160 wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15132'-plywood or Wood beck with clips and fasteners. Limits of Use Installation Instructions - - Approved for use In HVHZ: Approved for use outside HVHZ: - EL17022 R7 II FL 17022 4 MECHAN IA AM' AMINUM sscodf -" LU .Yes 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 FL17Q2Z R7 AE FL 17022.4 M CHAf(C1AL SEAM Installation method listed in.this report and applicable [ode ALUMINUM- ssr odf - sections of FBC. Refer to manufacturer's Installation Created by Independent Third Party: Yes Instructions, -17022.5 5-'I.in. Nail Strip' IRS) 11rib.height, 16'wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32- plywood of wood deck withfasteners. Um)ts of Use Installation Instructions Approved for use in HVHZi No FL17022 R7 II FL 170215 1,0 NAILSTnm . 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/At-Table A Evaluation Reports Other: Refer to evaluation report for conditions and M17022 R7 AE FL 1702570 NAI'TRtP 5rodf 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 sections of FBC. Refer to[ manufacturer's . installation instructions. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 7(5/201.8 Florida Building Code Onlir; Page 3 of 3 17022.6 6 - °1 in. Nail StrIp:1115) A" fib height._16"_wide_0432".aluminum,standln9 seam mot panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Limps of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No - Design Pressure: +N/A/ -Table A. Other: Referto evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed In this report and applicable. code Section Of FBC. Refer to manufacturer's Installation Instructions. FL1702 R7 11 'FL 17022_6 1.0 NAIL STRIP 0 g32 ALUM ssr.odf Verified By! Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022 6 1.0 NA,AL STRIP 0,032 .ALUM ssr.odF Created by Independent Third Party: Yes - - 17022.7 7 -'3.5 tn: Nail Strip`(RS) 1.5'r rib height, 19' wide, 26 gauge steel, standing seam roof ,panel mechanically attached to 15/32" plywood or wood deck ... with fasteners. Limits of Use Installation Instructions _ Approvedfor. use In HVHZ: No Approvedfor use outside.HVHZ: Yes FL17022 R7 11 FL 17022 7 1,5 Nail St'a 2jGA 55r odf Verified By: Locke Bowden, P.E, 49704 Impact Resistant: No - Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Evaluation Reports Other. Refer toevaluation report for conditions and limitations of use. Install the: assembly in compliance with the Installation. method fisted in this report and applicable code FL17022 R7 AE FL 17022 7 1.5 Nall St '0 26GA ssr.odf Created by Independent Third Party: Yes sections of FBC. Refer to manufacturer's installation Instructions. 17022.8 B - "EMAX Rib" (R5) 29 gauge steel, lapped roof panel. mechanically attached to 35y32° plywood or wood deck with exposed fasteners. Limits or Use Approved for use in HVHZ: No Approved for use outside MVHZ:.Yes Installation Instructions FL17022 R7 11 FL 177022.8 EMAX Rib ssr.odf Verified By; Locke Bowden, P.E, 49704 Impact Resistant: No Design Pressure: +N/A( -Table A Other: Refer to evaluationreport for conditions and Created by Independent Third Party: Yes Evaluation Reports Ft 17022 _R7 AE FL 177022 8 EMAX Rib kSr odf ' limitations of Use. Install the assembly in compliance with the. installation' method listed in this report and, applicable code Created by Independent Third Party; Yes. sections of FBC. Refer to manufacturer's Installation Instructions. 17022.9 9 - " PER MAX' (RS) 26 gauge steel, lapped: roof panel mechanically attached to -. - 15/32' plywood or wood deck with exposed fasteners, Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Nd 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 Installation Instructions EL17022 R7 11 FL 17022.2 PER RIB ssr.udf Verified By: Locke Bowden,�P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 EBB RIB ssr.pdf Created by Independent Third Party: Yes sections of F8C. Refer to manufacturer's Installation Instructions. Bala Naiit Gonad Us :; 2691 BkN Swine Road Taffah Kft w 32399 Pbone: 8S0,Rr-1824 Tae State cr 6'gdaa'is an AA/EEdempbyer. Cod fit 2007-2013 Sta of Fbr 'i: PANDw Statement :: A,c ,Nl w Satement :: Refund Statement 'toddy lair, email addm. arc public recardi: It ya. do not want your e-may eddreu .Messed In respor9e to a puGa-tewNa reeuedt; do mt xnd ekCmnk. tors enUty. Instead. c4nutt the � b, 0.. m try traWtwnal "I. it you pave any 9uestbns, please mnUc[ 850A87.1395.. ^Pursuant to Seceon 455.275 i11�;�PI�ro�rduct AP ...I Ac un h91ir ��ss„„r�. t1�... CilcYfi 4atLji� txi. http://www floridabuilding;orglprlpr app dtl.aspx?param=wGEVXQwtDalv2aBQpHpQQe... 7/5/2018 I SW Poma- prive ; � Palm'aty, FL th 70M011a4with Floildg-Bul Idina Code 2017 --ad.) -o (6 ,Compliant with Florida Product Approval Rule $f61G20.3 Compliant:, "Keystone Certifications Product: 5 V Crimp 26GA Steel Raofpanel FBC Sec. 1507.4.2 4 Yield strength* 50 ksi min.; Attached to min. Wie plywood Of Wood% Deck w/ min. OA2 specific gravity with screws. 14"Coverage - Rib Height 3/80 J Corrosion ResistantCompliant: FBC Sec. 1507.4.3 A Fastener 11met'hod I A"achment): Hex -Washer Head wood screw* to penetrate 9/16" mini. thru deck or 5/8" embedment lk wood plank. (*or sufficient length to meet requirements) 2 (Method 2,31, &4 Aftachment): #16 x 1-1/2'- Hex -Washer Head wood screw* min. thru deck _'5/8" embedm 1-imnetrate-3/16 or embedment into• wood plank. (*or sufficient length to meet req4lreMenti) UnderlaVment; To be compliant with FBC Sec. Chart 1507.1.1 Slope:.Sho'be in compliance with FBC Sec. 1507. See Fastener attachment sDect FaIcathans above' T 'OwM a a Install Details i 'able A Allowable lo'd5l', TH METHOD I- METHOD 2 METHOD 3 METIMA", :DESIGN PR URE* P PSF �793.5 PSF -101 PSF -228 LEE E_ !,60 _W-SPACING. Vjo. 16" o.c. 4,8" o.c. - - V FASTENER SPACING (ALONG Panel width) G w t I O.C. 1211 o.c. W O.C. 12" O.C. 121, me�; q FASTENER SIZE #9 49 '410 L #10- #10 - Qirence Data: 'ARCHITECTURAL TESTING, INC. TST N ID#: 1527 U L S 80-06 & 1897-04i' Test Report D5893.01-450-18 05/02/14-- T6A Re' part % F,3366.01-450-18 1211115 :TAS 125-03 Test Report D05893.02-450718 07/22/14 *EQLffVALENCV-UL 4sg7,-a4 is equivalent to test standard UL 18.97-1 *Design pressure margin of Laciui`flowden, P.L does not have, not will acquire a finance under this evaluation. _Locke Bowden, pE:ls nOfuwneclj operated, or controlled by report, 0 1 jjApan'j;jmj&76fture-s, or&str 's pit S&L 6 jzgrNAL, or distributing products Ing products under' this` 44 • ' FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel.- Details Limitations: 2. Minimum slope to:be compliant with Florida'Building Code 2017 6th ad., and per with Manufacturer's installatiomreference. 3. Products are compliant for State of Florida product approval per Rule 61020-3. Compliance Method:-1-D 4. Engineering analysis for "project specific approval by local authorities wPurisdict on is allowed by other registered engineers. 5. Fire classification:isnot part of this acceptance. Shear diaphragm values are outside this report. 6, Support framing in compliance wlFBC 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. --- Fast a - #9x.1.1WMht m #1axt-Mllkap>ra*Wf6rpew �bVCepRooParc sMaherHesdWoch a e:su as HezwasharFfeadwoo# Sunvs 3V �. T Panel Profile Fasten r x f-12" Min. or #10 x 1-12" Min, per -Table "A"".Hex Utdsher Head Screw Panel 'Spaced12" o;c: across the Panel Wdth Refer to Tattle "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Mood plank Florida Building Code Onlir`- Page 1 of &Product Approval .. 1i5ER:Wlilit USer PAX!MAMroval nnnv>FAici or AoalkaWm SearM>, AwlkaWnLkt>AypiluAlanp 11 -- - FL# _ FL5259-R27 ' - Application Type Revision Code Version 2017 Application Status Approved Comments Archived p product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfeld Beach,:FL. 33442 (954) 233-1376 Ext:242 aiender@polygiass.com Authorized, Signature And Lender. alenderQpolygiass.com TechnlcalRepresentative Maury Alpert Address/Phone/EmaU 1113 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polygiass.com Quality Assurance RepresentaUve Ariel Lender Address/Phone/Email 1111-W.. Newport tCenter Drive Deerfield. Beach, FL 33442 (954),233-1230' ALender@polygla'ss.mm SCANNED BY St. Lucie County Category Roofing Subcategory Underlayments Compliance Method, Evaluation. Report from a Florida Registered Archltedor a Licensed Florida Professional Engineer ❑''Evaluatlon Report - Hardcopy' Received FloridaEngineer or Architect. Name who developed_ "Robert Niem_inen the Evaluation Report Florida; License PE-54166 Quality Assurance Entity UL.LLC Quality Assurance Contract Expiration Date 10/0512018 Validated. By John W. Knezevich, PE © Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5259 R27 COI 2017 O"Oi Nieminen:ngj Year ASTM-D1970 2015 ASTM D226 2009 ASTM,06164 2031 ASfM•D6222 2011 FM_4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 2000 https;//www:floridahuilding;org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvbSq,.aZp3Cr... 2/14/2018 Florida wilding Code Onl;-' Paget of.2 UL 1B97 Equivalence of Pr6dudt Standards Certified By' Sections from the Code Product -Approval'Method Method I Option D Date Submitted 09114/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/38/2017 Date Approved 12112/2017 Date _Revised 01/24/2018 Summary of Products —_2012 Fl. #' Model, Number or. Name I Description. 5259.1 Polyglass Roof: Underlayments Roofing unaerlayments Limitsof Use, - Approved for use In HVHZ:.'No APproved for ese outside NVHZ: Yes 4mpact Resistant: N/A Design Pressure:+NtV-62P:5 Other:: 1.) The design pressurein this application relates to one particular underlayment system (aver concrete deck)jbr use under foam -on tile systems (where the underlayment forms: part of the load -path). Refer to, ER Section 5.6.4 for other systems,;other deck types and associated maximum design pressures. 2.)Refer to ER Seaton 5 for other limits of use. tnstolletiomInstructions R 5 59 R 7 11 017 09 FINAL FR pD Y Act ihDER eYM hT F G 'R27.odf Verified By: Robert Nleminen PE-59166 Created by Independent Third Paftyt::Yes Evaluation Reports FL5259 R27` AF' 2017 09 FINAL ES PnlvrraSS UNnFRI a R27.odf Created: by IndependentThlrd Party: -Yes 5 Pack Neat r'omntt k:: 28P1 elalr Stne Rid, TaIll"S IL'2)99 Phone, 85 4874624. Tire Stite al H.14M fs an ANEEO empipyancopvrrofujpP)-2013gte of Florid-:;. EavivSUMe It::4 ..; sibiir�tr 5t+bme 'Rervnd 5tntmient 1 r Cfedii C8ft1 aggl. � h4ps:(/www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDgvbSgAaZp3Cr... 2/14/2018