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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFING Florida Building Code Online 2/10/21,9:43 AM FL0Q1OA DEPARTMENT Or Business M Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida 9C: Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �OFFICEOFTHE FL# FL25621-R2 SECRETARY 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 David Eng the 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 s Validation Checklist- Hardcopy Received Certificate of Independence FL25621_R2_C0I_26ga_SnapMax_plywood.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL580 2006 https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBl071JGiliolYgdSepolaWOZICDw56hIzFHg%3d%3d Page 1 of 4 Florida Building Code Online 2/10/21,9:43 AM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Summary of Products 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_R2_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_R2_AE_26ga_SnapMax_plywood.pdf Created by Independent Third Party: Yes 25621.2 02: 032 Aluminum SnapMax on Nominally 0.032"aluminum (or thicker) SnapMax 1.0" nail Plywood strip 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_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_R2_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 Plywood 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_R2_II_032_SnapMax_12in_P1ywood.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_R2_AE_032_SnapMax_12in_P1ywood.pdf 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_R2_II_26ga_SnapMax_plywood_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_R2_AE_26ga_SnapMax_plywood_D.pdf Created by Independent Third Party: Yes 25621.5 05: 26ga SnapMax on Plywood 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood HVHZ or 3/4" (min)wood plank Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL25621_R2_II_26ga_SnapMax_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 https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBl071JGiliolYgdSepolaWOZICDw56hIzFHg%3d%3d Page 2 of 4 Florida Building Code Online 2/10/21,9:43 AM Design Pressure: +N/A/-176 Evaluation Reports Other: Refer to evaluation report FL25621_R2_AE_26ga_SnapMax_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_R2_II_24ga_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/-206 Evaluation Reports Other: Refer to evaluation report FL25621_R2_AE_24ga_SnapMax_plywood.pdf Created by Independent Third Party: Yes 25621.7 07: 032 Aluminum SnapMax on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail Plywood strip 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_plywood_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/-168.5 Evaluation Reports Other: Refer to evaluation report FL25621_R2_AE_032_SnapMax_plywood_d.pdf Created by Independent Third Party: Yes 25621.8 08: 032 Aluminum SnapMax on Nominally 0.032"aluminum (or thicker) SnapMax 1.0" nail Plywood HVHZ strip on 15/32" (min) plywood or 3/4"wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621_R2_II_032_SnapMax_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/-175 Evaluation Reports Other: Refer to evaluation report 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_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_R2_AE_26ga_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 Installation Instructions Approved for use in HVHZ:Yes FL25621_R2_II_032_T0pMax_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_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 24ga (min)TopMax 1.5" nail strip with 19" coverage on HVHZ 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBl071JGiliolYgdSepolaWOZICDw56hIzFHg%3d%3d Page 3 of 4 Florida Building Code Online 2/10/21,9:43 AM Approved for use in HVHZ:Yes FL25621_R2_II_24ga_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/-116.25 Evaluation Reports Other: Refer to evaluation report 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_plyw cod_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_T0pMax_19in_plywood_HVHZ.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copght 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 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: ® Cl ® lid Credit Card Safe https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBl071JGiliolYgdSepolaWOZICDw56hlzFHg%3d%3d Page 4 of 4 MAX /ZZI& FL25621 .01- R1 EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEMS 26ga ( min (SNAI 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 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 \\QPJ\D EN sFFNc Iry � David EEng = No. 81377 =✓ �� 2020.10.06 23:14:43+01'00_ '10 0 STATE OF SS !0NAL This item has been -. • and sealed by D.E. Eng, PE,on the dat • copies of this SNAPMAX and sealed and the signature must document are not considered signed - verified on any electronic .. MAX FL25621.01- R1 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: 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 3/16 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 D8133.01-450-18, as referenced in FL 17022.05-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 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. /o/asok- • ' MAX MIMI FL25621.01- R1 Instructions: Select the appropriate load table that applies to the structure in question. 2 2 Determine the design wind speed for the project 3 location. 2 1 1 2 Use the attachment method indicated for that 2 windspeed within each roof zone. 2 2 3 a 2 1 2 2 3 a NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken 2 for each zone and reported using the standard zones 2 1 1 2 1-2-3: t 2 2 Zone 1 includes zones 1 and 1 Zone 2 includes zones 2e, 2r, and 2n aL HIPROOF GABLEROOF �a Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple a:10%OF LEAST HOIZONTAL DIMENSION OR 0.4h,WHICHEVER IS SMALLER,BUT NOT LESSTHPN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT(0.9M). scheme, at the expense of some design efficiency. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A METHOD B NR: NOT RATED ��FEMALE LEG SNAPS FEMALE LEG SNAPS CONSULT DESIGN ONTO MALE LEG ONTO MALE LEG PROFESSIONAL AS SEALANT APPLIED TO BASE OF MALE LEG NECESSARY #10 FASTENER 010 FASTENER AT G"O.C. AT 6"O.C. 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,or gable/hip roof with max slope of 12:12 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 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 B 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 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 FL25621.01: 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 B Zone 2: A A A A A A A A A BNRZone 2: A A A A A B Zone 3: A A A A A A A BNR NR NRZone 3: A A A B -/a/4sh"46, 3 • - •