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Home My WebLink AboutAPPROVED Extreme 1 SS .032 FL# 25621.87/15/2021 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search dprFlorid ''1 Product Approval t�'�� USER: Public User r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL25621-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method T Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com 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 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL25621 R2 COI 26ga SnapMax plywood.pdf Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 htti)s://floridabuildinq.ora/Dr/Dr aDD dtl.asDx?Daram=wGEVXQwtDasKQFEnckB107lJGi1iolYodSeoo1aWOZICDw56hlzFHa%3d%3d 114 7/15/2021 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.5 Other: Refer to evaluation report Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 032 SnapMax plywood d.pdf Created by Independent Third Party: Yes 125621.8 08: 032 Aluminum SnapMax on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip Plywood HVHZ I on 15/32" (min) plywood or 3/4" 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/-175 Other: Refer to evaluation report Installation Instructions FL25621 R2 II 032 SnapMax plywood HVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 032 SnapMax plywood HVHZ.pdf Created by Independent Third Party: Yes 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 R2 II 269a 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 R2 AE 269a TopMax 19in plywood.pdf 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-179.5 Other: Refer to evaluation report Installation Instructions FL25621 R2 II 032 TopMax plywood HVHZ,pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 032 TopMax plywood HVHZ.pdf Created by Independent Third Party: Yes 25621.11 11: 24ga TopMax on Plywood HVHZ 24ga (min) TopMax 1.5" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621 R2 II 24ga 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/-153.5 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 24ga TopMax plywood HVHZ.pdf Created by Independent Third Party: Yes 25621.12 12: 24ga 19" TopMax on Plywood HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.25 Other: Refer to evaluation report 24ga (min) TopMax 1.5" nail strip with 19" coverage on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions FL25621 R2 II 249a TopMax 19in plywood HVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 24ga TopMax 19in plywood HVHZ.pdf 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 R2 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 R2 AE 032 TopMax 19in plywood HVHZ.pdf Created by Independent Third Party: Yes 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement I 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(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 emails hiinc•//flnri.inF,i dl.iin., .,�., /.,�ln� �.,., Ail ��...,.,��..,-,.,n��/vn...in..��nr�....�a•�mi inva ..iv,.ac,...,.�..�nin�ir n..,cetii��u,.oi oaoi oa MAX FL25621.O8-R1 HVHZ EXT L" ivr METAL FABRICATORS SKILLED CRAFTERS 032 Aluminum (min) MAX over 15/32" (min) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 Product Description Nailstrip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material Nominally 0.032" aluminum or thicker Fastener #10 x 1-inch pancake style fastener Compliant with FSC 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 N....E.F �C _ David E Eng = No. 81377 5�2020.10.06 -_ 23:13:04+01'00' Q STATE OF MAX FL25621.08-R1 Underlayment: Comply with local building code or FBC 1507.1.1/1518.2 where required. Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required. Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511/1521, provided the existing roof meets the conditions required by the applicable code. Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1" fastener at 6" o.c. along nail strip with sealant: 175 PSF For Method A, use continuous bead of Geocel 2320 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 TAS 125 / UL 580 standard by Intertek Testing (TST-1527), report G3443.36-450-44 as referenced in FL 28059.04-RO. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) and 1518.9.1/1523.6.5.2.4 (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 • TAS 125 - Standard Requirements for Metal Roofing Systems • TAS 100 - Wind and Wind -Driven Rain 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. MAX FL25621.08-R1 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 FEMALE LEG SNAPS ONTO MALE LEG SEALANT APPLIED TO tVt BASE OF MALE LEG #10 FASTENER AT 6" 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 4+a. f ,: 10%OF LEAST HOIZONTAL DIMENSION OR O 4h. WHICHEVER IS SMALLER. .-NOT LESS THAN ERHER a?; OF LEAST HORIZONTAL DIMENSION OR ]FT (OSM). 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 a FL25621.08: 032 SnapMax on 15/32" plywood FL25621.08: 032 SnapMax on 15/32" plywood 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 A A A A Zone 2: A A A A A A A A A A A Zone 2: A A A A A A A A A A Zone 3: A A A A A A A A A A A Zone 3: A A A A A A A A Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 71, 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 FL25621.08: 032 SnapMax on 15132" olvwood 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 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 FL25.621.08: 032 SnapMax on 15/32" plvwood Wind 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 2: A A A A A A A A A A A Zone 3: A A A A A A A A A 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 2: A A A A A A A A A A A Zone 3: A AAA A A A A A A A