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Home My WebLink AboutAPPROVED Extreme SS 2020 Florida Building Code1/11/2021 Florida Building Code Online BCIS Home ; Log In j User Registration j Hot Topics Submit Surcharge i Stats & Facts j Publications i Contact Us BCIS Site Map Unks Search j bProduct Approval lDvr ;;, USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL25621-RI :w , 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 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 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 R1 COI 26gA SnapMax plywood.pdf Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBI071JGiliolYgOjrky58XYJOcwJbweNYciw%3d%3d 1/4 1/11/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 10/06/2020 10/16/2020 10/25/2020 12/16/2020 12/16/2020 FL # Model, Number or Name 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 Installation Instructions Approved for use in HVHZ: No FL25621 Rl II 26ga 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/-97.25 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 26ga SnapMax plywoo .pdf Created by Independent Third Party: Yes 25621.2 02: 032 Aluminum SnapMax on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip Plywood 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 plywood.pff 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 R1 AE 032 SnapMax plywood.pdf Created by Independent Third Party: Yes 25621.3 03: 032 Aluminum 12" SnapMax on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip Plywood 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 Rlyw o Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: David Eng, PE 81377 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 plywoo .p-df Created by Independent Third Party: Yes 25621.4 04: 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 Installation Instructions Approved for use in HVHZ: No FL25621 RI II 26ga SnapMax Dlywood D.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/-121.75 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 26ga SnapMax plywood D.pdf 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 Installation Instructions Approved for use in HVHZ: Yes FL25621 RI II 26ga SnapMax olywood HVHZ.pdf Verified By: David Eng, PE 81377 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-176 Evaluation Reports Other: Refer to evaluation report FL25621 RI AE 26ga SnapM�plywood 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 RI II 24ga SnapMax ply—w-q .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/-206 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 24ga n Max p�wood.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 on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsKQFEnckB 107lJGi 1 io[YgOjrky58XYJOcwJbweNYciw%3d%3d 2/4 1 /11 /2021 Florida Building Code Online Approved for use in HVHZ: No FL25621 Rl II 032 SnapMAx_plyyvood d.ps1f 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 o pdf 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 on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621 RI II 032 SnapMax plywood HVHZ.Ddf 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 FL25621 R1 AE 032 SnapMax Iywood HVHZ.Ddf 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 RI II 26oa TopMax 19in p�ywo --d-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/-63.5 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 26ga TopMax 19in PIy _Qg"_slf 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 Rl II 032 TopMax plywood HVHZ.pd_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/-179.5 Evaluation Reports Other: Refer to evaluation report FL25621 R1 AE 032 TopMax (plywood HVHZ.pdf Created by Independent Third Party: Yes 25621.11 11: 24ga TopMax on Plywood HVHZ 249a (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 RI II 24ga To Max pllywood 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 RS AE 24ga TopMax plywood HVHZ.pdf Created by Independent Third Party: Yes 25621.12 12: 24ga 19" TopMax on Plywood 24ga (min) TopMax 1.5" nail strip with 19" coverage on 15/32" HVHZ (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.D ff Verified By: David Eng, PE 81377 Approved for use outside HVHZ: Yes 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 plywood HVHZ.f 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 R1 II 032 TopMax 19in plywood HVHZ.pdf Verified By: David Eng, PE 81377 Approved for use outside HVHZ: Yes 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 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Co 'ght 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(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 hfps://www.floridabuilding.org/pr/pr app_OU.aspx?param=wGEVXQwtDgsKQFEnckBlO7IJGiliolYgOjrky58XYJOcwJbweNYciw%3d%3d 3/4 EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEM-6 26ga (min) SNAPMAX 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 I" Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required Fastener #10 x 1-inch pancake style fastener 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 Un«doarlcmymnemf: Comply with |nra| building code or FBc 1507.1.1where required' S;«»pam: Comply with local building code or FBo 1507'4.2where required' Re -Roof fng: This ponel may be installed over single layer of existing shingles as permitted by |000| building code or FBCzso, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loado& Installation Requirements: Method A: #10 x 1" fastener at 6" o.c. along nail strip: 86 PSF Method B: #10 x 1" fastener at 6" o.c. along nail strip WITH sealant: 97.25 PSF For Method B,use continuous 3/us"bead ofoostik9zssealant orsimilar. x factor ofsafety of2 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 uLaeostandard by Architectural Testing (nowzntertek Testing,TaT-zso7), report n8133'01'450-18`os referenced in FL 17022.05-R7' Compliance Statement: This product osdescribed has demonstrated compliance with Florida Building oodeuo2o, 1504'3'2Cnon-HVHZJ.os required by FL Ru|ea1s2o-3, method zm' This product osdescribed has been tested and demonstrated compliance with: ^ uLaao-Teet for Uplift Resistance ofRoof Assemblies ^ uL za97-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 nhoU be determined as required by FaC 1609, /xSce 7, or other design code in force, using allowable stress' These |ppd tables are based on /\sCE v'zu. Use of these tables assumes that the structure is: ° Enclosed and conforms to wind-borne debris provisions and is o regular shaped building ^ Is not subject to across -wind loading, vortex shedding, or instability; nor does i, 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: oov/u Ens, ps and Timberlake cove. LLc do not have, nor will acquire o financial interest in any company manufacturing or distributing products under this evaluation. The some entities do not have, nor will ocqu/,e, o nnono/p/ interest /n any other entity involved in the approval process or the product. Exclusions and Limitations: Design or deck and roof structure (to include attachment or plywood or wood plank) sxon be completed by others. Fire classification and shear diaphragm design are outside the scope or this evaluation. Accelerated weathering/salt spray is outside the *cope or this eva/,otion' This report is limited tocompliance with structural wind /onu requirements orFoc 1504.3.2`ox required by Rule 61a20-3. Neither Timberlake cove nor the manufacturer shall be responsible for any oonc/us/pns, interpretations, or designs moue by others based on this evaluation report' This report is limited oo/e/v to documenting compliance with Rule 61e20-3` and makes no express or implied warranty regarding performance or this product. Installation shall be subject to the mco| building code and authority having jurisdiction; this report s»on 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. FEMALE LEG SNAPS ONTO MALE LEG T-,---#10FASTENER 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 a- RUN �a 2 2 3 1 2 2 \>2 2 2 3 3 I a _1-__ f 1 2 a 3 2 2 a �� 9 �- 41Q OMiC l6QI C QlNtC -►'I I3 A �� A: 10%CF LEAST HOD:ONTAL DIMENSION OR 0 Ail. WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4%OF LEAST HOR2MTAL DVAENSION OR 0FT (0,W).. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE COOS. ROOF ZONES FOR GENERIC BUILDING FEMALE LEG SNAPS ONTO MALE LEG SEALANT APPLIED TO RASE. OF MALE LEG #10FASTENER AT6"OC 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 FL25621.01: 26 a Sna Max on 15/32" plywood FL25621.01: 26 a Sna Max 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 8' Zone 2: A A A A A A A A B` Zone 2: A A A A B Zone 3: A A A A A A B Zone 3: A A A B • 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 1/11/2021 Florida Building Code Online 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, FS., please click here . Product Approval Accepts: ': M R Credit• Safe Securit 'MErR1 S. hops://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBl071JGi1 iolYgOjrky58XYJOcwJbweNYciw%3d%3d 4/4