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Lag In ; user Reg'ls r an i Hat Topic sut m& S=N rge Stats & Fad R"katfons M Staff MS Sae Mapi Links e Seamb Product Approval USER: P"m user Praduct AwnNal Menu > Product or Aaatletion Search > Appffa an tilt > Apptieeadon paUa R EV o EW E ® FOR FL# FL17022-R7 CODE COMPLIANCE Application Type Revision 'r. ��C�G C®V�� y Code Version 2017 S Application Status Approved BBC `�(`� Comments 08/18/2017v. date reapply 08/21/17 File COPY Archived Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvaGdationColyahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) M-8034 Rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofinq 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 the LOCKE BOWDEN 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. Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17o22,1 5 V CRIMP ssr.Ddf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code app 0-aspx7pamm--wGEVXQwM4v2aBQpHPQQe6rMZMkUEoR%26GxHGxFe5QkCHzEgvOQveeg%3d % a 3d 1/4 rionaa muuomg C;oue (.(mine • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of FL # Model, Number or Name 17022.1 1 -'5V Crimp" (R6) Method 1 Option D 08,11812017 08/25/2017 08/28/2017 10/10/2017 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 listed it this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 12 -'SV 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 listed in this report and applicable. code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 13 - "1.5" Mechanical Seam' (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 the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.4 14 - "1.5" Mechanical Seam" (RS) 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 the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.5 1 5 - '1 in. Nail Strip" (R5) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Desorption 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 F7 1� 7022 R7 II FL 17022.1 5 V CRIMP ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports F1-17022 R7 AE FL 17022.1 5 V CRIMP ssr odf Created by Independent Third Party: Yes 0.032' Aluminum, 3/8" Rb heights 21" wide lapped roof panel, - mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions _FL17022 R7 II FL 17022.2 5 V MMP 0.032 ALI IM ssr odf Verified By: Locke Bowden, P.E 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr. df Created by Independent Third Party: Yes 1.5" n-b height, 16' wide, 24 gauge steel, standing seam roof panel mechanically attached to 15132" plywood or wood deck with dips and fasteners. Installation Instructions Fl 17022 R7 If FL 17022 1 MECHANICAL seam 24oa ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL1702Z R7 AE FL 17022.3 1.5 MECHANICAL seam 24oa ssr odf Created by Independent Third Party: Yes 1.5" nb height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and Fasteners. Installation Instructions Er 17022 R7 II EL 17022.4 MECHANCIAL SEAM ALUMINUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes EvahiationReports F�.17022 R7 F FL 17022 4 MECHAN AL � Ahl ALUMINUM ssr.odf Created by Independent Third Party: Yes 1" rib height, 16- wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck With fasteners. Installation Instructions R 7022 R7 II FL 17022.5 1.0 NAIlSTRIP ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes _app 0-aspx?param-- I wGEVXQwociv2aBQpHpQQe6AOAkUEoR%2bGxHGxFe5QkCHzEgvoQveeg%3d°.63d214 WE uo j ' St, AlRde43 -pun aasua�y a ale nnA .�1uuu2ap of •x�d MR W W— a1 tee 4x4r ssa�Ppe U-M ue Qm .=-T�, ata aWmd 1e11os�d a �ddns W 4sw40U aP mA JZ•P1aoa1 ale Qeura OAaro}i 'aa�j alp qW vo_qe3.Wnuwm aseatd 'm'-Bu aeey �A� —ppe � ue 4Zua ZaupmdaO a1A apuald as1u1 "5 d SSY A7daD �apun f a �1 p� aq Aa„ PaP!�d seeus3 DU auo Uo!AaS w wensua: •S6ErLWM 13Rnw aseaid sAW mnb Aue MA 1e111 saa6W a ZTOZ '_ �9W�0 anrpaya'sa ePNS, 'tT15Lr55b -OiPaja Puri anu op �-. e W �n I 1 ! 4 a4 m auoyd A9 BaMp aA 33EWM'pea:I'�a s�LA a, � t 1 �PPe Lmn-a 12oAwef Tau op noA II Wja)aj OgWW ale .;a p Mw •met wucti -mp n a RS :: a _. - - 033hry tm 9 Up. 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(S2d) .CM XVW3. - 8 l 8•ZZOLT 'suogan,gsut uogelieasut sAajnaae3nuew oa jaJad 09A 30 suopoas aPo3 alge:)Hdde pue podai snp ul paastl poyaaw uolaepgsut aya yatm aauetldwm ut Algtuasse aya peasul -asn to suogea WH pue suogtpum .10; podai uogenlena oa -iaaaa :jay;o V algel--/V/N+ :alnssaJd u6lsap ON :auea_sleajj aaedwi 5-aA :ZHAH aprsi<no asn to; paewddb ON -ZHAH ut asn jo; panwddV asn;o slIwrl 1 (521) .d.4S LeN •u± S'T. - L L•ZZOLT suomn 4sul uogelleasut s,-fainp%nuew oa uaAad •Jgj.4o suog3as apoa alge:)udde pue podaj s±tla ut paasp Poyaaw uogepeisut aya qrm ametldwm ut Algwasse atta 11easul -asn jo suogeatwg pue suoppum lo; podai uogenlena oa xala-d :jayao V algel-IV/N+ minssi"d u6lsoa ON =aueislsam a3edwi -saA -'ZHAH aplsno asn jol paeoiddV ON -ZHAH ul asn lo; paeoaddn asn 3o mpturl (SN) .duaS IteN 'u± T. - 91 9'ZZOLT •suoganAsul uogelleasul S.Jwn;aelnuew oa uaJaH 'j93 do suogaas apna algeogdde pue podiu sya ul paastl potlaaw uogeneasw d , SPA Aped R*L1 auapuadaPuI Aq Paleax aya tlatm muetldwa) ul Algwasse ay; peisul -asn jo suogeatw±l N 'T L 7d V pue suogtputn �o; podal uojjftAa oa jalab :JatpQ 'pod-gmier►3 V atgel-/ a3ns aid ufIlsoa =I 1311" =n r.nr .— — — . 0 • pliant with Florida Building Code 2017 (6th ed.) pliant with Florida Product Approval Rule # 61G20-3 pliant: Keystone Certifications !160 SW Poma Drive Palm City, FL 34990 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 FaI i tener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/I16_' 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 peinetrate 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 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 R0* SPACING 16" ox. 16" o.c. 8" o.c. 6" O.C. FASTENER SPACING (ALONG Panel width) 12" ox. 12" ox. 12" o.c. 12" ox. FASTENER SIZE #9 #10 #10 #10 UL TAS Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 & 1897-041 Test Report LM893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 3 Test Report D05893.02-450-18 07/22/14 NCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2:1 :,,�� den, P.E. does not have, not will acquire a financial in` q alf�in facturing or distributing products evaluation. den, P.E. is not owned, operated, or controlled by aQq cooiparW nAiRf4tuWP, or distributing products under this E14 �2-, JO• $ rTtj �7 l FL17022.1 *Crimp (26GA Steel), 24" Wide RIO Panel -Details 1. Una 2. Mir 3. Prc 4. Enc 5. FirE 6. Sur Stri 7. This erlayment to be compliance with current Florida Building Code (FBC)2017 6t' ed. mum slope to be compliant with Florida Building Code 2017 6"' ed., and per with Manufacturer's installation reference. lucts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D neering analysis for "project specific approval by local authorities w/Jurisdiction is allowed by other registered engineers. classification is not part of this acceptance. Shear diaphragm values are outside this report. )ort framing in compliance w/FBC 2017 6"' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for aural Loading. report does not imply warranty, installation, recommended product use outside of this report. 14- 12' 30 oarortu srarrrct:s Nominal 12" O.C. Panel Profile Nominal 12" O.C. Fasten fY X 1-112" Min. or #16 x 1-1/2" Min. per —fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or - Wood plank 18 Florida Building Code Online 0 Credit Card Safe app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 4/4