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Home My WebLink About1 inch snaplock 26ga noaBusiness & Professional Regulat' BOS Home I Log In User Registration Hat Topics Submit Surcharge Stats & Facts Publications Contact Us BCI5 Site Map Links Search U _ Product Approval pr USER: Public User Product AgpMval Menu > Product or A�plicatiors Search > gllolisat'on Ust > Application Detail FL # FL25621-R2 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 fivalidation@yahioo.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 R2 COI., 26ga SnapMax pjywood•❑df Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 Product Approval Method Method 1 Option D 14 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 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 mite of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 26ga SnapMax plywopd.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__2.6oa SnapMax nI wood.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 R2 II 032 SnapMax plywood.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-78.5 Created by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax pjywnod.odf 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 R2 II Q32 SnaRMaX 12inwood.pd 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 i Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax 12in Plywood.pdf Created by Independent Third Party: Yes j 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 Installation Instructions Limits of Use Approved for use in HVHZ: No EL25621 R2 II 26ga apMax p y o d p•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/-121.75 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 269a SnapMax in) ood 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 R2 II napMax plywood HVHZ. rp �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/-176 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 26ga SnapMax plywood HVHZ.pdf Created by Independent Third Party: Yes 25621.E ::106: 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 11 24ga SnapMax plywood.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-206 # Created by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 24ga SnapMax plywood.pdf Created by Independent Third Party: Yes 07: 032 Aluminum SnapMax on 25621.7 Nominally 0.032" aluminum (or thicker) SnapMax 1,0" nail strip Plywood on 15/32" (min) plywood or 3/4" wood plank ..___._._- Insta__._.__...._._._._ Installation Instructions Limits of Use Approved for use in HVHZ: No FL25621 R2 II 032 SnapMax plywo . df Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-168.5 Created by Independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax plywoo p_d Created by Independent Third Party: Yes 25621.8 06: 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 R2 II 032 SnapMax 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/-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 191n plywood.pjf -- Created by Independent Third Party: Yes S0: 032 Aluminum TopMax on 25621.10 Nominally 0,032" aluminum (or thicker) TopMax 1.5" nail strip plywood HVHZ on 15/32" (min) plywood or 3/4" wood plank Installation Instructions Limits of Use Approved for use in HVHZ: Yes FL25621 R2 II 032 TopMax piywood HVHZ.P9 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 A 2 TopMax plywood HVHZ.W 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 EL25621 R2 AE 24ga TopMax plywood HVHZ.pj 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 R2 II 24gaTopMax 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 249a TopMax 191n plywgad 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 EL25621 R2 II 032 TopMax 19in plywood HVHZ.pdf Approved for use outside HVHZ; Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-166.75 Created by independent Third Party: Yes Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 TopMax 19in pI wood 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. Caiivd9ht2007-2013 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 electranic 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, FS., please click ham, Product Approval Accepts, ® cl ® EMesr M SeruritVM V-1 xtcs' MA I L 25621.011r" EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEMS 26ga (min) SNAPMAX over 15/32" (min) plywood Extreme Metal Fabricators 2160 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 requires! Fastener 4 #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 Digitally signed by _ No. 81377 "'A �`� S� Date: 2020.112.16 10:26:54+01'00' 4' �Q STATE OF .,��ss,�....... •��G 9• °'MAX b21.Q7 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 I I MAI 1 I I.C) SNAPS ONTO F�fALE LEG *10 FASTENER AT 5'O C. METHOD B .:10% OF LEAST lIOiZONTAt Djh'CN 10N OR' WYn[ICH EVER IS SMALLER. BUT NOT LESS THAN EITHER L:b OF LCASTHORQONTALOrVENSIONOR3FT(0i 1) OR AS OCTLRMINCO BY OE&GN GR OTHLR APPLICAELC COOL ROOF ZONES FOR GENERIC BUILDING FF MALE I.EG SNAPS -T'-�ON] ONIAIi II`C SEALANT APPLIFO TO 13ASI'. 01 MAI.I: I FG IT 101 AST F NER AT6"OC Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or garble/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less 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 FL25621.01. 26 a Sna Max on 15132" phMood FL25621.01: 26a 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 A Zone 1: A A A A A A A B w Zone 2: A A A A A A A A 8 Zone 2: A AAA B fmkllrm- 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 FL25621.01: 26 a Sna Max on 15132" jpb=ood FL25621.01: 26a Sna Max on 15132" P od 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 B Zone 2: A A A A A B Zone 3: A A A A A A A B Zone 3: A A A B 0 1 WqX F $21.01-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 611 _.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, T5T-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 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 61620-3, 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.