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Home My WebLink AboutProduct Approval-Metal Roofingpit Professional o,+ Regulation rig BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I Flolda r` Product Approval r , USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL25621-RI Application Type Revision Code Version 2020 Application Status Approved Comments Archived F, 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 I Richard McKuhen flvalidation@yahoo.com Technical Representative Address/Phone/Email 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 C! Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License I PE-81377 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence FL25621 RI COI 26ga SnaDMax Rlywood•pdf 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 Product Approval Method 'Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 6/2020 6/2020 FL # Model, Number or Name I Description 25621.1 01: 26ga SnapMax on Plywood 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.25 Other: Refer to evaluation report Installation Instructions FL25621 R1 II 26ga SnapMax plywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R1 AE 26ga SnapMaxplywood.pdf Created by Independent Third Party: Yes 25621.2 02: 032 Aluminum SnapMax on Plywood I Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 RI II 032 SnapMax plywood.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/-78.5 Evaluation Reports Other: Refer to evaluation report FL25621 RI AE 032 SnapMax ply ggd_pd-f Created by Independent Third Party: Yes 25621.3 03: 032 Aluminum 12" SnapMax on Plywood I Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip with 12" coverage on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R1 II 032 SnapMax 12in plywood.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/-69.25 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 032 SnapMax 12in plywo2O.pdf Created by Independent Third Party: Yes 25621.4 04: 26ga SnapMax on Pliywood 126ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R1 II 26ga SnapMax p ywood D.p 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/-121.75 Evaluation Reports Other: Refer to evaluation report FL25621 RI AE 26ga SnapMax plywood D.pff Created by Independent Third Party: Yes 25621.5 05: 26ga SnapMax on Plywood HVHZ 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-176 Other: Refer to evaluation report Installation Instructions FL25621 R1 II 26ga SnapMax plywood HV LZ.p1ff Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R1 AE 26ga SnapMax p_Ly_wood HVHZ.pdf Created by Independent Third Party: Yes 25621.6 06: 24ga SnapMax on Plywood 24ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R1 II 24ga SnapMax plyvqodlpdf 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/-206 Evaluation Reports Other: Refer to evaluation report FL25621 R3 AE 24ga SnapMax plywoo .pdf Created by Independent Third Party: Yes 25621.7 07: 032 Aluminum SnapMax 'on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip Plywood I on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 RI II 032 SnapMax plywoodp-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/-168.5 Evaluation Reports Other: Refer to evaluation report FL25621 RI AE 032 SnapMax plyw od .per Created by Independent Third Party: Yes 25621.8 08: 032 Aluminum SnapMax, on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip Plywood HVHZ j on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL25621 R1 II 032 SnapMax plywood HVHZ.pjf 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/-175 Evaluation Reports Other: Refer to evaluation report F1-25621 R1 AE 032 SnapMax plywood HVHZ.pdf Created by Independent Third Party: Yes i 25621.9 09: 26ga 19" TopMax on Plywood 26ga (min) TopMax 1.5" nail strip with 19" coverage on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R1 II 26ga TopMax 19in plywood.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/-63.5 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 269a TopMax 19in plywo .p-f Created by Independent Third Party: Yes 25621.10 10: 032 Aluminum TopMax on Nominally 0.032" aluminum (or thicker) TopMax 1.5" nail strip plywood HVHZ on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621 R3 II 032 TopMax plywood HVHZ.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/-179.5 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 032 TopMax plywood HVHZ.pdf Created by Independent Third Party: Yes i 25621.11 11: 24ga TopMax on Ply HVHZ 24ga (min) TopMax 1.5" nail strip on 15/32" (min) plywood or wood 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621 RI II 24gaTopMax plywood HVHZ.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/-153.5 Evaluation Reports Other: Refer to evaluation report FL25621 RI AE 24ga TopMax plywood HVHZ.pdf Created by Independent Third Party: Yes i 25621.12 12: 24ga 19" TopMax oni Plywood 24ga (min) TopMax 1.5" nail strip with 19" coverage on 15/32" HVHZ I (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621 R1 II 24ga TopMax 19in Plywood HVHZ.p ff 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/-116.25 Evaluation Reports Other: Refer to evaluation report FL25621 RI AE 24ga TopMax 19in plyvfflg HVHZ.pol Created by Independent Third Party: Yes 25621.13 13: 032 Aluminum 19" TopMax on Nominally 0.032" aluminum (or thicker) TopMax 1.5" nail strip plywood HVHZ with 19" coverage on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621 RI II 032 TopMax 19in plywood HVHZ.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/-166.75 Evaluation Reports Other: Refer to evaluation report FL25621 RI AE 032 TopMax 19in plywood HVHZ.pdf Created by Independent Third Party: Yes Back N..t Contact Us :: 2601 Blair Sto6e Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CoRyright 2007-2013 State of Florida.:: ELIvacy 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 emalls provided may be used for official communication with the licensee. Ho ever 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 avai�able to the public. To determine if you are a licensee under Chapter 455, FS., please click here . luct Approval Accepts: ®® eCM'ck M Credit Card Safe XT REMEMETAL FABRICATORS SKILLED CRAFTERS OFMETAL ROOFINGSYSTEMS 032 Aluminum (min) SNIAPMAX over 15/32" (min) Plywood Extreme Metal Fabricators 2120 SW Poma Dr] Palm City FL 34990 Product Description Nailstrip, snaplock style panel with a 16" maximum panel width and a nominal ri;b height of 1" Product Material Nominally 0.032" aluminum or thicker Fastener #10 x 1-inch pancake style fastener Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (mi;n) 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 Timhcrl nLeC rune/ e-nm ��1111111/�, Underlayment: Comply with local building cide 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: For Method A, use continuous 3/16" bead of Bost'ik 915 sealant or similar. A factor of safety of 2 has been applied. Fasteners are installed through the metal flange, NOT through the pre -punched slots. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report 08133.02-450-18, as referenced in FL 17022.06-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 61G2'0-3, 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 systemsl Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within t(e 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 bufifeting 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 wlind 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 ti 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 FEMALE LEG SNAPS ONTO MALE LEG SEALANT APPLIED TO BASE OF MALE LEG #10 FASTENER AT V' O.C. 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 2 3 1 2 2 ::2 2 2 3 3 a a IF 1 2 a 2 2 3I a II3I II 9:10%OF LEAST HOIZONTAL OIMENSION OR O.M. WHICHEVER IS SMALLER. BUT NOT LESS THAN EITHER E%OF LEAST HORIZONTAL DIMENSION OR ]FT (O.WM OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDING NR: NOT RATED CONSULT DESIGN PROFESSIONAL AS NECESSARY 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 FL25621.02: 032 Sna Max on 15/32" 1 ood FL25621.02: 032 Sna Max on 15/32" plywood Wind 105 110 120 130 140 160 160 170 180 190 200 , Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A, A A A - Zone 1: A A - A A. - Zone 2: A A A A A A A - Zone 2: A A A - - Zone 3: A A A A A A - - - Zone 3: A A 1111101=011- - - - - - - 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 Have either a flat roof less than 70, hip roof with 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 FL25621.02: 032 SnaaMax on 15132" alvwood Wind 105 110 120 130 140 150 160 170 180 190.2001 Zone 1: A A A A A A A A A A A Zone 2: .A A A A A A ..:A A - Zone 3: A A A . A A,A Are located in B, C, or D exposure area Have either a flat roof less than 7D, hip roof with 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 FL25621.02: 032 SnanMax on 15/32" olvwood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A - - - - Zone 2: A A A A Zone 3: A A .' A - - - - - - -