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Home My WebLink AboutProduct Approval 1/20/2021 Florida Building Code Online fir, BCIS Home I Log In ! User Registration Hot Topics Submit Surcharge 4 Stats&Facts I Publications I Contact Us j BCIS Site Map Links f Search F r P Product Approval • USER:Public User File, COPY Product Aonroval Menu>Product or Aoplka[lon Search>Applkallon Checklist>Application Detail • FL# FL17022-R8 VWED I.O Application Type Revision CODE COMPLIANCE Code Version 2020 Approved ST CIE CO NTY Application Status A Approved ■ L BOCC lq/21 Comments Archived Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen fivalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing 9 rY 9 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 David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R8 COI 26aa VMAX plywood•p!Lf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bd%2buNxXG%2bnlRhGTtoBWMl aQ%3d... 1/3 1/20/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/05/2020 Date Validated 10/12/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Date Revised 12/16/2020 Summary of Products FL# Model,Number or Name Description 17022.1 01: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) Plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 26ga VMAX olywoo .pdf 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/-228 Evaluation Reports Other:Refer to evaluation report. FL17022 R8 AE 26ga VMAX pjyM9o0,p4f Created by Independent Third Party:Yes 17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032"aluminum(or thicker)VMax 5V panel with 21"coverage on 15/32"(min)plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 032 VMAX 21in olywood•pdf 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/-168.5 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 032 VMAX 21in plywood.pdf Created by Independent Third Party:Yes 17022.3 03: 269a VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/32"(min) plywood or 3/4"(min)thick wood plank.Option for fasteners in the flats and in the ribs. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 26ga VMAX pJ_ywood flats.�_df 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/-114.25 Evaluation Reports Other:Refer to evaluation report. FL17022 R8 AE 26ga VMAX 2lywood flats.odf Created by Independent Third Party:Yes 17022.4 04: 26ga CorMax on Plywood 26ga(min)CorMax corrugated panel with 29.5"coverage on 15/32"(min)plywood or 3/4"(min)thick wood plank. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17022 R8 II 26ga CorMax Plywood HVHZ.odf 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/-161 Evaluation Reports Other:Refer to evaluation report. FL17022 R8 AE 26ga CorMax Plywood HVHZ.odf Created by Independent Third Party:Yes 17022.5 05: 26ga CorMax on Battens 26ga(min)CorMax corrugated panel with 29.5"coverage on 2x4(min)battens. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R8 II 26ga CorMax Battens.odf 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/-161 Evaluation Reports Other:Refer to evaluation report. FL17022 R8 AE 26ga CorMax Battens.p-di Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The Stale of Florida is an AA/EEO employer.Qpxright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email 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 850.487.139S.-Pursuant to section 455.275(1), https://www.floridabuilding.org/prlpr_app dU.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/a2bd%2buNxXG%2bnlRhGTtoBWM1aQ%3d... 2/3 MAX -. FL17022.01-R8 p EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEMS 26ga (min) VMAX over 15/32 (min ) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/8". Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required Fastener #9 or #10 x 1.5" fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com P�1\1D E I 019 9 = No.81377 8: _ 1'00= �Q STATE OF �� R{DP.•''G\�� tS ONAL digitallyThis item has been , and sealed by D-E.Eng,PE,on the date indicated. Printed copies VM doc ument -, and sealed and the signalure must I>e wrified on any electronic copies Underlayment: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 86 PSF Method B: #10 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 93.5 PSF Method C• #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF Method D: #10 x 1.5" fastener in 12"-12"pattern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in FL 17022.01-R7 Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 1D. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The some entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. EXMEMEMETALFABR1CATO)?S.COM