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Home My WebLink AboutAPPROVED, aluminum FL25621-R2(1)I � Qr� F 5L:5 Home Log In User Registration j Hot Topics Submit Surcharge Stats & Facts Publications Contact Us RCIS Site Map I Links Search bProduct �� Approval pr ,§ USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # s Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL25623-R2 Revision 2020 Approved Extreme Metal Fabricators, LLC 2160 SW Perna Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Richard McKuhen flvalidati(;n@ydhoo.com Roofing Metal Roofing FvaluaUon 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-B1377 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 CCI 26ga SnapMax plywood.pdf Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approva{ Date Approved Summary of Products 12/16/2020 12/17/2020 12/26/2020 02/09/2021 I FL # Model, Number or Name I Description I 125621.1 01: 26ga SnapMax on Plywood -- ............ _. 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 1 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 26ga SnapMax plywood.pdf i Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 I Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-97.25 Evaluation Reports Other: Refer to evaluation report I FL25621 R2 AF 26ga SnapMax plywood.pdf j Created by Independent Third Party: Yes 25621.2 02: 032 Aluminum SnapMax on I 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-78.5 Other: Refer to evaluation report Installation Instructions FL25621 R2 II 032 SnapMax plywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 032 SnapMax plywood.pdf Created by Independent Third Party: Yes 25621.3 03: 032 Aluminum 12" SnapMax on j Nominally 0.032" aluminum (or thicker) SnapMax 1,0" nail strip Plywood I 1 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 R2 II 032 SnapMax 12in Plywood.pdf Approved for use outside HVHZ: Yes I Verified By; David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure. +N/A/-69.25 j Evaluation Reports Other: Refer to evaluation report ! FL25621 R2 AE 032 SnapMax 12in Plywood.pdf Created by Independent Third Party: Yes 25621.4 04: 26ga SnapMax on Plywood 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 j FL25621 R2 II 269a SnapMax plywood D.pdf Approved for use outside HVHZ: Yes f Verified By: David Eng, PE 81377 Impact Resistant: N/A rI Created by Independent Third Party: Yes Design Pressure: +N/A/-121.75 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 26ga SnapMax pLywDDdl D.plff 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 1 ; 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 R2 II 269a SnapMax oaywood HVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL2-5621 R2 AE 26ga SnapMax plywood HVH7.pdf Created by Independent Third Party: Yes 125621.6 06: 24ga SnapMax on Plywood 1 24ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or j 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/-206 Other: Refer to evaluation report 25621.7 C7: 032 Aluminum SnapMax on Plywood Limits of Use Approved for use in HVHZ: No Installation Instructions FL25621 R2 II 249a SnapMax plywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 24ga SnapMax plywood.pdf Created by Independent Third Party: Yes Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip on 15132" (min) plywood or 3/4" wood plank — —. _. _. _. _.. _.. _. _. _.... .... �.......... ...... ...... ...................... ... Installation Instructions FL25621 R2 II 032 SnapMax plywood d.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168,5 Other: Refer to evaluation report 25621.8 08: 032 Aluminum SnapMax 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/-175 Other: Refer to evaluation report 25621.9 1 09: 26ga 19" TopMax on Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-63.5 Other: Refer to evaluation report 25621.10 10: 032 Aluminum 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/-179.5 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 Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" wood plank 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 269a (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 26ga TopMax 19in plywo d.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 26ga TopMax 19in plywood.pdf Created by Independent Third Party: Yes Nominally 0.032" aluminum (or thicker) TopMax 1.5" nail strip on 15/32" (min) plywood or 3/4" wood plank Installation Instructions FL25621 R2 II 032 TopMax plywood HVHZ.pdf Verified By: David Eng, PF B1377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AE 032 TopMax plywood HVHZ.pdf Created by Independent Third Party: Yes i 251 5Z1.11 11: 24ga TopMax on Plywood HVHZ 24ga (min) TopMax 1.5" nail strip on 15/32" (min) plywood or I 3/4" (min) wood plank i I Limits of Use -- Installation Instructions Approved for use in HVHZ: Yes FL25621 R2 II 249a TopMax plywood HVHZ,pdf Approved for use outside HVHZ: Yes i Verified By: David Eng, PE 81377 I Impact Resistant: N/A Created by Independent Third Party; Yes Design Pressure: +N/A/-153.5 Evaluation Reports I Other: Refer to evaluation report FL25621 R2 AE 24ga TopMax plywood HVHZ.pdf Created by Independent Third Party: Yes 25621A2 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 It 24ga TopMax 19in plywood HVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL25621 R2 AL 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 191n plywood HVHZ.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure: +N/A/-166,75 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AF 032 TopMax 19in plywood HVHZ.pdf Created by Independent Third Party: Yes 0 Contact Us 2601 Blair Stone Road, Tallahassee FL M99 Phone: 850-487-1824 The State of Florida is an RA/EEO employer. Lopes ht 2007-2013 State of Florida.:; Privacy 5tatemert :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are punlic 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), Honda Statutes, effeLttve October 1, 2012, licensees licensed under Chapter 455, F.S. must provlde 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 avaiiable to the public. To determine if you are a licensee under Chapter 45S, ES., please click here . Product Approval Accepts: ® Ed Credit Safe securitrn��F�rx�cs' . f MAX 032 Aluminum (min) -MAX over 15/32" (min) plywood Extreme Metal Fabricators 2160 SW Poma Dr I Palm City FL 34990 Product Description Nailstrip, snoplock 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 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 AN-- www_TimberLakeCove_com .��ti1411111l11/� MAX FL2S621.02-R2 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: #10 x 1" fastener at 6" o.c. along nail strip WITH sealant: 78.5 PSF For Method A, use continuous 3/16" bead of Bostik 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 D8133.02-450-18, 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 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 hove 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 ring, 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 an 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. Instaliation 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 FL25621.02-h2 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 FEtAALE LEG SNAPS ONM MALE LE-� �-- sEAi...ANT AF3PL IED TO EASE OF ?:SALE LEG #10FA5TENER AT6"0G Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less , IG%OF LEAST Hogop a oipjENSION ORO,A W ICHEVER * SMALLER. GUT H07' LESS THM EITHER 0, OF LEAST HORIZONTAL DIMENSION OR 3FT Io." OR AS OETE.W&CD 3Y OCSiGN OR OTHER APPLICABLE COM. 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 gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less i a FL25621.02: 032 Sna Max on 15132" plywood FL25621.02: 032 Sna Max on 15132" 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 Zone 1: A A 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 - 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 7°, 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 FL25621.02: 032 Sna Max on 15132" plvwood FL25621.02: 032 Sna Max on 15132" ply&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 Zone 2: A A A A A A A A Zone 2: A A A A Zone 3. A A A A A A Zone 3: A A A - Timberlake Cove, LLC David E Eng, PE Client: Extreme Metal Fabricators 1317 Edgewater Dr Ste 2339 FL PE Lic. No. 81377 Project. FPA Correction Orlando, FL, 32804 FL CA Lic. No. 33344 Date; 2 June 2021 david,eno0timbeflakeeove.com Page 1 of 1 Notice of Correction to FL 25621 Background: Extreme Metal Fabricators, operating at 2120 SW Poma Drive Palm City FL, maintains a number of Florida Product Approvals (FPAs) for metal roof panel systems distributed throughout the state of Florida. In revising these FPAs for the 2020 Florida Building Code, client engaged Timberlake Cove to prepare evaluation reports for the new building code. Based on feedback from Client and after further review of the supporting documentation, Timberlake Cove identified an error in four FPAs, 25621.01, 25621.02, 25621.03, 25621.04. On page 2, these FPAs contain a line requiring fasteners to be installed through the metal flange. This line was included in error, and should be stricken from the FPA. See illustration below- Corrected evaluation reports are being prepared for submission to the Florida Building Commission. Underlayment: Comply with meal building code or FSC I507.1.1 where raquired SIOPe_ Comply with local building code or FSC 1307.4-2 where required Re -Roofing: This pond may be inatalled over o single loyar of .mating sfiingles as Parm3tted by Incoi building code or FSC 1511, provided the ekisting roof meets the conditions required by the opp I icoble code. Maximum Allowable loads S installation Requirements: Method A: Tt1Q ]Ll^ to stoner at 6" �,.c_ n lang ne iI rT ri a: not VSF g1,R x-i"-fastener ar G" o-c-.alone nail stria WFT ti s vlontc v7_aS Pam,_ For Method B. use contin aous 3116" heod of gosilk 913 sealant or s.m r. A factor of safety of 2 has been oppiiad, Technical Documentation: This product has been tested to the UL 390 standard by Arehirecturol Testing (now Intertek Testing, TST-1527), report p0133.01-050-]&, as referenced in EL 17022.05-R7. _Correction Statement: The SnapMax metal roofing product distributed by Extreme Metal Fabricators under FL 25621.01, 25621.02�_25621.03, 25621.04. does NOT require fasteners to be installed through_the metal flange. Fasteners may be installed through the ore- unched slots. Please contact David Eng at David. Eng(a-)TimberlakeCove.com for further discussion as needed, This item has been digitally signed and ��1� E. sealed by D.E. Eng, PE, on the date Q - �tC.l lSF [; indicated. Printed copies of this document are not considered signed and sealed and the signature must be verified on any No. 81377 _ electronic copies -U * - David Eng, PE � � �. ��r ei3bM%i9retlMUxA6EEnq :� ccr,_-ti �Timberlake Cove, LLC `0 . STATE OFAPE Lic. No- 813771 CA Lic. No: 33344 "�'ss!dNAt_ EN rrllll►t Timbarlake Cove u