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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFBCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts i to id r Product Approval � USER: Public User Product Approval Menu > Product or Application Search > Application List 7770� FL # FL31652-R1 Application Type Revision Code Version 2020 Application Status Approved Comments Archived rid, Z Publications ! Contact Us s BCIS Site Map Links Search Product Manufacturer Metal Alliance Inc. Address/Phone/Email 2120 SW Poma Dr. Palm City, FL 34990 (844)638-2548 orders@metalalliance.com Authorized Signature Tara Faulkner orders@metalalliance.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 05/06/2029 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 FL31652 R1 COI 26ga 5V plywood.pdf Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/20/2020 Date Approved 10/13/2020 Summary of Products I F Model, um me escription A 31652.1 01: 50ALLV 5V Crimp 26ga 50A LV 5V Crimp panel from 26ga (min) on 15/32" (min) ood or 3/4" (min) wood plank Li of Use Approved or use in es Installation Instructions FL31652 R1 II 26ga 5V plywood.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: David Eng, PE 813nL 77 Design Pressure: +N/A/-206 Created by Independent Third Party: Yes Evaluation Reports Other: 206psf with 12"-12" pattern @ 8" oc, 117.75psf @ 16" FL31652 Rl AE 26ga 5V plywood.pdf Created by Independent Third Party: Yes 31652.2 02: 50ALLV 5V Crimp 032 Aluminum 50ALLV 5V Crimp panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL31652 Rl II 32AI 5V plywood.pdf Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-183.5 Created by Independent Third Party: Yes Other: 183.5psf with 12"-12" pattern @ 12" oc, 116.25psf @ Evaluation Reports FL31652 Rl AE 32AI 5V plywood.pdf 16" oc Created by Independent Third Party: Yes 31652.3 03: 50ALLV 5V Crimp 26ga 50ALLV 5V Crimp panel from 26ga (min) on 15/32" (min) _ Limits of Use plywood or 3/4" (min) wood plank Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL31652 Rl II 269a 5V plywood-nonHVHZ.pdf Impact Resistant: N/A Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Design Pressure: +N/A/-206 Other: 206psf with 12"-12" pattern @ 8" oc, 101psf @ 16" oc Evaluation Reports FL31652 R1 AE 26ga 5V plywood-nonHVHZ.pdf Created by Independent Third Party: Yes 31652.4 04: 50ALLV 5V Crimp 032 Aluminum 50ALLV 5V Crimp panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL31652 Rl II 32AI 5V plywood-nonHVHZ.pdf Impact Resistant: N/A Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Design Pressure: +N/A/-183.5 Evaluation Reports Other: 183.5psf with 12"-12" pattern @ 12" oc FL31652 R1 AE 32AI 5V plywood-nonHVHZ.pdf Created by Independent Third Party: Yes 50ALLCOR 0.75" Corrugated panels from 26ga(min) on 2x4 31652.5 05: 50ALLCOR Corrugated 26ga (nom) battens Installation Instructions Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL31652 R1 II 26ga 50AIICor battens-nonHVHZ pdf Verified By: David Eng, PE 81377 Impact Resistant: N/A Design Pressure: +N/A/-161 Created by Independent Third Party: Yes Other: 161psf with fastener every peak, 101psf with fastener every other peak, battens @ 24" Evaluation Reports FL31652 R1 AE 26ga 50AIICor battens-nonHVHZ pdf Created by Independent Third Party: Yes 31652.6 06: 50ALLCOR Corrugated 26ga 50ALLCOR 0.75" Corrugated panels from 26ga(min) on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes FL31652 R1 II 26ga 50AIICor plywood.pdf Impact Resistant: N/A Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Design Pressure: +N/A/-161 Other: 161psf with fastener every other @ 12" Evaluation Reports peak oc, 101 psf @ 16"oc FL31652 Rl AE 26ga 50AIICor p�wood.pdf _ Created by Independent Third Party: Yes Baek pert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Cop cLht 2007-2013 State of Florida Privaty 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., Ed Credit # Safe f-'C uritviNt iaid S 26ga 5V Crimp Panels 26ga (min) 5V Crimp exposed fastener panel over 15/32" (min) plywood Metal Alliance, Inc 2120 SW Poma Dr I Palm City FL 34990 Produced by Metal Alliance's Network of Approved Regional Manufacturers Product Description Exposed fastener 5V-style panel with a 24" coverage and a nominal rib height of 0.375" Product Material 26ga (min) steel 26ga is nominally 0.0185" with yield strength of at least 50ksi, and shall be corrosion resistant per FBC 1507.4.3 where required. Fastener #10 1-5-inch fastener with sealing washer Nominally 12"-12" fastener pattern Fasteners 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 No. 81377 �Mr . .a. 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. Maki- m Allowable Loads & Installation Requirements: �i A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the TAS 125 / UL 580 standard by Intertek Testing (TST-1527), report J6368.19-450-44 RO and to TAS 100 under report J6368.06-450-44 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 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. 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. 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 Metal Alliance Inc for further information, or consult a licensed design professional. a: 10 % OF LEAST HOIZONTAL DIMENSION OR 04h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (0.9M). OR AS DETERMINED By DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDING METHOD A; 16" O.C. METHOD B: 8" O.C. 1-----12" (NOM 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 450 Have a mean Roof Height of 30 feet or less FL31652A1: 26ga 50ALLV on 15132" plywood 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 B B Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 70, hip roof with max slope of 45°, or gable roof with slope between 200 and 450 Have a mean Roof Height of 30 feet or less FL31652.01: 26ga 50ALLV on 15/32°° plywood 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 A B 12" (NOM 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 45° Have a mean Roof Height of 30 feet or less CI 44L'GO n4. nc-_ -, . — . a Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A :° B Zone 2: A A A A A A B B S, B �8 Zone 3: A A A A A B Ei I 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 70, hip roof with max slope of 45°, or gable roof with slope between 200 and 450 Have a mean Roof Height of 30 feet or less FL31652.01: 26 a 50ALLV on 15/32" P1 ood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A i Zone 2: A A A A A A A B '8' B Zone 3: A A A A A B B B 13 g.