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Home My WebLink AboutProduct Approval - Metal Roofing-'M�, .`z �rr#�b^*z�9# {y Sti � <„��', #f�7i � . s � iz' #a�s`r$ r rtp�'i++llri � i f :fiat �}q' 't , �6 v79 r tt } 6fi Cl�� 3 f }' 1 {�� W $ ''i^x �. l d .y i. T q i 2 t1�tYAy 5'. (i t �� } }t t� A 5s' `� fi @ � Lr� �,�.1 SY � y�� r �� k' �' ��+ I! ,}� t1 t { rr � P ��(i$�'�zr �1�r er,f�3�sas� �i', i:'�r +c � 3�I �sLw:�i 9xm::',f g�,.rx 5�,.�>s1L,t?%.-"I.,` i �;�ka. k'#�p �, i�l.t f� r'{`L l ,i� rya• a ° � 4 �� 2s,�.�.1,,... Bcls Home. Log In T User Registration ( Hot Topics i Stibnlit Surcharge i Slats & Facts Publications Contact Us j BC15 Site flap Links Search '. dbbr QKV Product Approval . USER: Public User P o i i Ipi'iwGi Y�ie.nU > Pertfurt. ar Agplt}';)tion Search > Allolleo"on Usr> Application Detail FL off FL20378-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FILE COPY REVIEWED FOR CODE COMPLIANCE STo LUCIE COUNTY BOCC Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (7%2)872-8034 flvalidation@yahoo,com Richard McKuhen flvalidation@yalfoo,com Richard McKuhon 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 rchard@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 David Eng Evaluation Report Florida License PE-81377 I Quality Assurance Entity Keystone Certificafions, Inc, Quality Assurance Contract Expir•atlon Date 04/22/2024 Validated By James R Wally, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year ('of Standard) Equivalence of Product Certified By Sections from the Code FL20378 R3 Col 29r3a ELlax aywood pdf Standard UL 580 Year 2006 Product Approval Method I Method 1 Option D I Date Submitted i 12/16/2020 Date Validated I 12/17/2020 Date Pending FBC Approval ! 12/26/2020 Date Approved 02/09/2021 Summary of Products FL # Model, Number or Name Description 20378.1 01: 29ga EMax on Plywood 29ga (min) EMax Ag Rib panel on 15/32" (min) plywood or 3/4" (min) thick wood plank. Limits of Use Installation Instructions Approved for use In HVHZ: No FL20378 R3 Ii 29ga EMax Plywood W f Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A i Created by Independent Third Party: Yes Design Pressure: +N/A/-146 Evaluation Reports Other: Refer to evaluation report. FL20378 R3 AE 29ga EMax Plywood.p& Created by Independent Third Party: Yes 20379.2 02: 29ga EMax on Plywood 29ga (min) EMax Ag Rib panel on 15/32" (min) plywood or 3/4" (min) thick wood plank. With 1/4" fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL20378 R3 II 29ga EMax ply-WaPA d.Ddf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-69.�5 Evaluation Reports Other: Refer to evaluation report. F120378 R3 AE 29ga EMax gjywood d.pdf Created by Independent Third Party: Yes 20378,3 03: 26ga PBRMax on Plywood 26ga (min) PBRMax panel on 15/32" (min) plywood or 3/4" (min) thick wood plank. Limits of Use Installation Instructions Approved for use In HVHZ: No FL20378 R3 II 26ga PBRMax piyw DAjL f Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-119.5 Evaluation Reports Other: Refer to evaluation report. FL20378 R2 AE 26ga PBRMax Rjywggd.odf Created by Independent Third Party: Yes I Contact Us :: 2601 Blair Stone Road, Tallahassee FI. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. JQnvriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The amalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please didc here. Product Approval Accaptar FM •Credit CaW'. :Safe! 2160 SW Poma Drive Palm City, FL 34990 Z) 872-8034. Compliant with Florida Buildlng Code 2017 (61h ed.) Compliant with Florida Product Approval Rule It 61G20-3 i Compliant: Keystone Certifications Product: 5 V Crimp 26GA Metal Roofing Panel Corrosion Resistant FBC Sec. 1507.4.3 Yield strength: 40ks! Steel Attached to min. 15/32"plywood or Wood Deckw/ min. Attached 24" 0.42 specific gravity,with screws. 24" Coverage, Coverage Rib Height 3/8" Corrosion Resistant Compliant.' FBC Sec. 1506, 1507 Fastener for Method 1 Attachment # , 9"15 x, I"Hex Head w/EPDM Bonded Steel Washer to penetrate 3/16" thru wood decking Fastener for Method 2 Attachm' ent # 9-15 x I" Hex Head w/EPDM Bonded Steel Washer to penetrate 3/16" thru 15/32'fm.in. plywood deck or 5/8" into wood plank UnderlaVment: To be compliant with FBC See.1507-1.1 Slope: Shall be in compliance with FBC Sec. 1507. Install Details- Table A Allowahl 6 Loads METHOD I METHOD 2 ASTENER PLACEMENT DESIGN. PRESSURE* -85 PSF -114.25 PSF METHOD I IN Ilia PEAKS ROW SPACING 12" O.C. 121, Odc. MET140D 2 IN PANEL FLAYS FASTENER SPACING 12- O.C. 12" O.C. *SEE INSTALL DRAWINGS FASTENER SIZE: #9 #9 *ALLOWABLE DESIGN PRESSURE MARGIN OF 2 TO I Reference Data: HURRICANE TEST LAB #TST ID: 1527 TAS 125-03 Test# 0223-0307=01; METHOD 1 (UL1897-04') TAS-125-03 Test 110223-0517.:06, METHOD 2 EQUIVALENCY UL IB97-04 is EQUIVALENT To UL im-12 TEST STANDARD DESIGN PRESSURE SAFETY MARIGIN 2:1 Certificate of Independence: Locke Bowden, P.E. does not have, not wlll;acquire a financial interest In any company manufacturing or distributinF products under this evaluation. :3 Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or distrlbu1dAj4,rrbj)"Et1- j, �j�! e f, t A4. s- report. tL (V J s i N Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017 6th ed., with referenced documents submitted. Limitations: j 1. Underlayment to be compliance with current Florida Building Code 2017 61h ed-Section 1507.1.1 2. Products are compliant for State of Florida product approval per Rule 61G20-3 3. Compliance Method: 1-D 4. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 5. All support framing compliant w/ Florida Building Code 2017, Chapters 22 for Steel, 23 for Wood and 16 for Structural Loading. Design of support a'nd attachment to the framing is outside the scope of this evaluation. 6. Rule 611320-3 allows for engineering analysis by registered/licensed others for "project specific approval" by local authorities, authorized by the code, and is the responsibility of others. 7. This report does not imply warranty, installation, recommended product use outside of this report. I Fasteners • i 09 -,15 Hex-t*d EWOM %Mlh 5V=Gimp- Root Panel t=PDhl Bonded Steel Weighers Deck 15r32- or (Renter Ply vw, ar Mad plonk I Fasteners Fig-15'Heg-Head Screws With lEPDhd Bonded Steel Washers 5V Crimp" Root Panel n a Q� i 4. .. Deck: -15'37 or greater Plyw�od, or - Wood plank