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HomeMy WebLinkAboutMetal - FL17022-R7"'AU -1 OU110119 4013e Unline S o s , � s s ifess �ll SCIS HDme Log Tn U—Reglmtra[ion Hot Topic submitsun-champ - cr�-� Q d F &,ted Product Approval is JJSFR_ Public user Product ADorovai Menu > P1 0 _0eet or pa icatf4n ezrc'rt > 6R9E0be' r --n�z , RFplicat." IJetaef FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FI -17022-R7 Revision 2017 Approved f .4 _ Zy ItelB#� 1tBL�rafl(+F€ E JS7GIS3 �HS�lCi68 08/18/2017v_ date reapPlY 08121/17 Extreme Metal Fabricators. LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard MCKUhen flvalidation@yahoo.com Richard McKuhen 2160 SW Porna Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the L©CKE B©WDEN Evaluation Report Florida License PE -49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. r Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 ----.-•--�f1� F1- I7022�I 5 �E�n�P ssr.orif Referenced Standard and Year (of Standard) Standard Year LEL 1897 2012 UL 580 2006 Equivalence of PmclucL Standards Certified By Sections from the Code https'llflo6dabuildirrg.orglpdpr app_dtl.aspx?parem—OEVXOwtDgv2aEiQpHpQQe6rMZlV kUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 114 ,v — ouiEuEng tone t3nline Fmcluct Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name 17022.1 1 -'5V Crimp" (R6) Method 1 Option D (18/18/2017 48(25/2017 08/28/2017 10/10/2017 Limits of Use Approved for use in HVHZ: 1110 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 listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022,2 12 - "5V Crimp" (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 conditions.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. 117022,3 J - "1.5" Mechanical yearn' (R5) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes i Impact Resistant. No Design pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and j lfm"mations Of use. install the assembly in compliance with the j installation method listed in this report and applicable code sections of FBC_ Refer to manufacturer's installation instructions. 1i1JLZ,4 14 - "1.5" Mechanical Seam- (RS) i Limits of Use Approved for use in HVHZ: No Approved for use Outside HVHZ: Yes Impart 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 applicabfe code uaSta..d Cion 1nStr[1[tElZnS, 17022.5 15 - '1 In. Nall Strip' (RS) Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Description 26 Gauge steel, 3/8" rib height, 24' wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners installation Instructions FL 7022 R7 II FL 17022.1 la V CRIMP ssr, df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AF FL 17022.1 5 V CRIMP ssr vdf, Created by Independent Third Party: Yes 0.032' Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32° plywood or Wood Deck with exposed fasteners installation Instructions F 17022 R7 II FL 17022.2 U CRIMP 0.092 ALUM ssr, df Verified By: Locke Bowden, P -E. 44704 Created by Independent Third Party yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr. df Created by Independent Third Party: Yes 1.5' rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanicaily attached to 15/32' plywood or woad deck with clips and fasteners_ Installation Instructions FL17122_7 R7 I,I_ F 17022.3 --1.3 MECHANICAL seam 4 a ss _ df Verified By: Loeke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AEEI. 170.2.23 1 51`tECHANICis seam 24 a ssr, df Created by Independent Third Party. Yes 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood 1 Deck with clips and fasteners. Instailafion Instructions Fa17_972_R7 U FL 17022.4 MECHANCIAL SI=AM ALUMINUM ssr odf Verified By: Locke Bowden, P.E. 49704 I Created by Independent Third Party: Yes Evaluation Reports 170 2 R7 At FL 7022 4 MECH. ANCIAL SEAM ALUMINUM ssr pdf Lreated by Independent Third Party: Yes i 1" rib height, 16" wide, 26 gauge steel, stan widing seam moror panel Mechanically attached to 15/32^ plywood or woad deck th fasteners. Installation Instructions FL17022 R7 II F1 17022.5 1.0 NAILSTRIP ssr. df Verified By: Locke Bowden, P.E. 49704 C ItpS:llf1011tiabullding,orglpflpr app dtl.aspx?Param-wGEVXQyvifjE reated by Independent Third Party: yes i gv2aBQPHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzFgVOQveeg%3d%3d 214 --••.+...y vv...rc yr rnr rc Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the Created by independent Third party:, NAIP r. df installation method listed in this report and applicable codeYes sections of FBC. Refer to manufacturer's installation instructions. 17022-5 in. Nail Strip" (R5) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHX: 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 manufacturers installation instructions. 1.7022.7 7 - "1.5 in. Nail Strip" (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 installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17622.8 18 - "EMAX Rib" (R5) 1" nib height, 16® wide, 0.432" aluminum, standing seam roof Panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Installation Instructions W7022 R7 1-1 FI 17., 2 0 NAI 5jRjR 0.Q_a2 ALUM Escj3df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports A7022 R7 AE Fl 17022-6 1.0 NAIL STRIP ().032 ALUM ssr pdf Created by Independent Third Party_ Yes I.5' rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners - Installation instructions FL17022 R7 A FL 17022.7 1.5 Nail Strip 26GA ssr. df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: yes Evaluation Reporis FL17027 R7 AE FL 17022.7 1.5 Nail Stri 26GA ssr, df the Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: No Approved Por use outside HVHZ: Yes Impact Resistant: No Design Pressure: +NIA/ -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 manufacturers installation instructions. 17022.9 9 - " PSR MAX" (R5) # limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resister rs#: No. i Design Pressure: 4 -N/A/ -Table A Other: Refer to evaluation report for conditions and i limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code E sections of FBC- Refer to manufacturers installation i Instructions. 29 gauge Steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL1702Z R7 IT FL. 77022 S EMA3t Rib ssr.nrff Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: yes Evaluation Reports FL17022 R7 AE FL 177022.8 EMAX Rib ssr, df Created by Independent Third Party: yes Z6 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Inst ructions FL17022 R7 11 H 1_701 2-9 PBR RIB ssr-pdf Verified By: Locke Bowden, P.F. 49704 Created by Independent Third Party_ yes Evaluation Reports FL17027 R7 AF FL 1702 .9 PBR RIB ssr, df Created by Independent Third Party: Yes contact Us :; 2601 Blair Stone Road Tallahassee FL 32399 Phone: 854-487-1674 The State Of n®.;.r� is an ANCEO employer- rtt 2 7 07..3 tate Fkfrida- -: Fhivacv Stat�nerrt .: nceeaShiRv Statement -- Refund Statement 1'.:, +ail acr:r csys arm pubic Ze as 1i: yon ria rsbt want your rn�aiE address released. in -- i275 m t]F el. 5t t itt, p7 Cct ber 1.017 - qr rtsPiDn5e to a Public-reawds requesE, do not send eiect-anic 455.215(1) Ronda SYdtutes, effective oriober f. 2012. �'trad'kionat main- it you have ant questons, piwxo contact 850.487.1395. FPurS.Vant to Section ORe• The emak provided may be used for official comrnuaicac�with the6,under chapter 455, F.S. must provide the [7epartrnerrt with an r:rna E address if they have address, please provide the E>Qpartrrten[ with an eirtaii address whidt can ee- Nav� g e3 r � i cordif de available to the public. ro dete mint if y.,,' are as IiCensee "odeYOU do n h r Crit wk happtter 4 S�b�; please dick herE ._ PrndaCG APP;+UYaf ACceptS: 1tiP)S./Moridabuilding.orglprlpr app_dtl.asp)C?palam=wGEWQWtDgv2agQpHpQOefirMZMkUEOR%2bGxi-IGxFe5QkCl-liE gQ QudQveCo { 3d bad 314 Porna Drive Palm City, FL 34990 (772)872-8034 Compliant with Florida Building Code 2017 (61h 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 specifications above all Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 IGN PRESSURE* L -96 PSF -93.5 PSF -101 PSF -228 PSF W 5PACING 16" ac. 16" ox. 8" a.c. 6" o.+c. TENER 5PACING (ALONG Parcel width) 12" ox. 12" ox. 12" O.C. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 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 �■� ��If1r�f Locke Bowden, P.E. does not have, not wlll acquire a frnanciaf into&. rn brl�com�ia;t rna*ufacturine or distributing oroducts under this evaluation. `��°„ Locke Bowden, P.F. is not owned operated, or controlled b p y a 0y coinparilkwrr,biW1524-tureP, or distributing praducts under this report. r U 0 r0NAL.