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Home My WebLink Aboutproduct approval2/13/2020 Florida Building Code Orlin Bus i : o e adS Home I Log In I User Registration I Hot Topic I Submit Surcriarge I Stalls &Farts I h FIO(If'q °(' Product Approval 't: k r ❑ USER: Public User Pmdvtt Aepm al Menu > Pmdutt or Anol"aHon Search > [policazion Ust > Application Detbll FL # FL20745-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Address/Phone/Email - Palm City, FL 34990 (772) 872-8034 'Authorized Signature Richard McKuhen Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Email • 4al U .. 'ublictlom I ContaR Us I 6CIS Site Map I Unk I • Search I I LLC Category Structural Components) Subcategory Roof Deck Compliance Method Evaluation Report from,a Florida Registered Architect or a Licensed Florida Professional Engineer I - 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. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code { Validation Checklist Hardcopy ASTM E1592 FiEVIEWE® FOR 30®Er COMPLIANCE ST. LUCIE COUNTY BOCC i 1/2 2113/2020 • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I Florida Building Code Online U Method I Option D 08/18/2017 08/25/2017 i 08/28/2017 10/10/2017 FL # Model, Number or Name Description) 20745.1 (1) EMAX Rib 26 gauge steel, lapped roof panel mechanically attached to steel puriins Limits of Use Installation'Instructiuns I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL20745 Rig II FL 20745.1 EXMAX RIB 26GA-ssr pl f Verified By: ,Locke Bowden;, P.E. 49704 Impact Resistant: No Design Pressure: +N/A/-110 max. Created by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's Installation instructions. FL20745 R1 AE FL 20745 1 EXMAX RIB 26GA-ssr pdf Created by Independent Third Party: Yes 20745.2 (2) PBR MAX 26 gauge steel, lapped.roof.'panel mechanirally:attached to steel puriins I i Limits of Use Installation Instructions' Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-105 Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation Instructions. FL20745 Ri II FL 20745.2 PBR RIB 26 GA-5sr.pdf Verified By: Locke Bowden; P.E. 49704 Created by Independent Third Party: Yes Evaluation Repr[s FL20745 Rl AEaFL 2,74.12 PBR RIB 26 GA-ssr Ddf Created by Independent Third Party: Yes o N-- Contact Us :: 2601 Blalr Stone Road. Tallahassr nT The State of Florida Is, an AA1EE0 employer. Coovd lit 2007-2013 State of Florida :: Priva, Under Florida law, email addresses are public records. If you do not want your e-mall address rate mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any quest Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must proud provided may be used for official communication with the licensee. However email addresses are p provide the Department with an email address which an be made available to the public. To deten Product Approval Accepts: Mll�T-11 N—il—=l ElF Credit Card Safe Phone: 850487-1824 Itatemen :: A¢essibiliN Statement:: Refund Statement d In response to a public -records request, do not send electronic please contact 850.487.1395. -pursuant to Section 455.275(1), e Department with an email address If they have one. The emails if you are a licensee under 212 Palm City, Fl. 34990 Compliant with Florida Building Code 2017 (611 ed.) Compliant with Florida Product Approval Rule # 611320-3 Compliant: Quality Assurance Program Product: PBR Rib 26 GA Steel Roof Panel-FBC Sec. 2507.4.2 yield strength: 50 ksi min.; Attached to Steel Purlins� with screws. 36" Coverage Rib Height 1-1/4" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener for Method 1 Attachment:12 —14 x 1-1/4" Hex -Was her Head, self -drilling screw with WSW to penetrate 3/4" min. thru bottom of support (thru flange of steel purlins). Fastener for Method 2 Attachment: #14 X 7/8" Hex -Washer Head, self drilling screw with WSW to penetrate 3/4" min. thru bottom of support (thru flainge of steel purlins). Underlayment: To be compliant with FBC Sec. 1507.1.1 Slope: Shall be in compliance with FBC Sec. IS07 Install Details: Table A Allowable Loads METHOD 1 METHOD 2 DESIGN PRESSURE* -45.5 PSF PURLIN SPACING 60" 24" FASTENER SPACING (ALONG PANEL WIDTH) See Details See Details FASTENER SPACING (ALONG PANEL LENGTH) 20" I 12" FASTENER SIZE: 12-14 X 1-1/4" 14 X 7/8" SPAN CONDITION 3 OR MORE 13 OR MORE Reference Data: ARCHITECiURALTESTING, INC. TST ID#:1527 ASTM E 1592-051 Test Report F8274.02-450-44 Equivalency Statement: 1. Ate ASTM E 1592-05 is equivalent to test sta I dard ASTM E 1592-12. *DESIGN PRESSURE SAFETY MARIGIN = 2:1 Certificate of I d d n epen ence. Locke Bowden, P.E. does not have, not will acquire a financial interest In gPky.wmpagyjmanufacturing or distributing products under this evaluation. .�� ,Q y . 1rr Locke Bowden, P.E. is not owned, operated, or controlled 6 an gk u r+ Y Y �arj ryJoWartUtdr3dr distributing products under this report. 5.;+ .. 10,5/� � ;r 4 FI20745.2 PAMAX (26GA Steel), 36" WiQJRoof Panel - Details i Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and pr 3. Products are compliant for State of Florida product approval per Rule 61 G20-3 4. Engineering analysis for "project specific approval by local authorities w/ jurisd 5. Fire classification is not part of this acceptance. Shear diaphragm values are o 6. Support framing in compliance w/FBC 2017 6'h ed., Chapter 22 Steel, Chapter 7. This report does not imply warranty, installation, recommended product use oL 'h ed.. with Manufacturer's installation reference. Compliance' Method: 1-D tion is allovaed by other registered engineers. tside this report. 3 Wood and Chapter 16 Structural Loading. As of this ieport. I _l fw�ot I rad wt�c, moa.ic�