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Regulation BCIS Home I Log In i User Registration Hot Topics :�.11, ibr :r, Product Approval USER: Public User Submit Surcharge Stats & Facts ' Publications 1 Contact Us j BCIS Site Map Links j Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17022-R8 Application Type Revision Code Version 2020 Application Status Approved 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 flvalidation@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 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 Certificate of Independence Referenced Standard and Year (of Standard) Validation Checklist - Hardcopy Received FL17022 R8 COI 26ga VMAX plywood.pdf Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 Equivalence of Product Standards Certified By 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 # i 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 1 Approved for use outside HVHZ: Yes FL17022 R8 II 26ga VMAX plywood.pdf Impact Resistant: N/A Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Design Pressure: +N/A/-228 Evaluation Reports Other: Refer to evaluation report. FL17022 R8 AE 269a VMAX plywood.pdf 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 Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL17022 R8 II 032 VMAX 21in I wood. df py P Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-168.5 Created by Independent Third Party: Yes j Other: Refer to evaluation report. Evaluation Reports FL17022 R8 AE 032 VMAX 21in plywood.pdf Created by Independent Third Party: Yes 1 17022.3 03: 26ga VMax on Plywood 269a (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 Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL17022 R8 II 269a VMAX plywood flats.pdf Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-114.25 Created by Independent Third Party: Yes Other: Refer to evaluation report. Evaluation Reports FL17022 R8 AE 26ga VMAX plywood flats.pdf 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 Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes FL17022 R8 II 26ga CorMax Plywood HVHZ.pdf Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-161 Created by Independent Third Party: Yes Other: Refer to evaluation report. Evaluation Reports FL17022 R8 AE 26ga CorMax Plywood HVHZ.pdf 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 Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL17022 R8 II 269a CorMax Battens pdf Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-161 Created by Independent Third Party: Yes Other: Refer to evaluation report. Evaluation Reports FL17022 R8 AE 26ga CorMax Battens.pdf 1 Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Copyright 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), 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 emails 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 email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts; .heck Credit Card Sea 1 v /zz4S**,6%,k EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF iwFTAL p(DoF'ING SrSTE,",; 26ga (min) 'MAX 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 3/811. Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required Fastener #9 x 1.0" 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 ��tltfE. lllitll � ....... o.• LtGENSF •.� \ d \ I _ No. 81377 David E Eng i 2020.10.06 00:09:26+01'W - 44/ STATE OF �NAL t'�: �t>> 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 in the ribs at 12" o.c.: 85 PSF Method B: #19 x 1.5" fastener in 12"-12" pattern in the flats at 12" o.c.: 114.25 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Hurricane Test Lab (Now Intertek Testing, TST-1527), report 0223-0307-01 and 0223-0517-06. As referenced in FL20378.06-R1. 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 same 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. Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. METHOD A: 12" O.C. 1- 12" (NOM) 12" (NOM)- METHOD B: 12" O.C. i a a10 :OF LEAST HOIZONTAL DIMENSION OR 0Ah, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT (0 9M). OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDING ----12" (NOM)—----12" (NOM) —I Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less NR: NOT RATED, CONSULT DESIGN PROFESSIONAL AS NEEDED Use this load table for structures which meet the following criteria: Are located in B, C, or D exposure area Have either a flat roof, or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less FL17022.03: 26 a 5V Crimp on 15/32" plywood FL17022.03: 26 a 5V CrirnI2 on 15132" 1 ood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B B Zone 2: A A A A A A A A B B Zone 2: A A A A B B Zone 3: A A A A A A B B $ Zone 3: A A A B I B Him Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B, C, or D exposure area Have either a flat roof less than 70, hip roof with Have either a flat roof less than 7°, hip roof with max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less Wind 105 110 120 130 140 150 160 170 180 190 200 Wind I YYVVN 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B B B WM Zone 2: A A A A A A A A A B B Zone 2: A A A A A B B Zone 3: A A A A A A A B B B Zone 3: A A A B B►: ►: 01. , W..'