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HomeMy WebLinkAboutProduct Approval Metal Roofingr7 r y, �,ra oyy r� �,� ,3 ✓y '',� rV "w,;.�,g `s£s", 6bR con a BCIS Home Log In User Registration i Hot Topics ! Submit Surcharge Stats & Facts Publications Contact Us i, BCIS Site Map, Links Search Florida d rra Product Approval • ` USER: Public User JF Ile CQf f � DL r� o REVIEWED Foh Product Approval Menu > Product or Application Search > Appllcatfon Llst > Application Detail CODE COMPLIANCE, µ � �52 R ST• LUCIE COUNTY ?�°rf FL # �- .:one„� Application Type Revision J Code Version 2020 (�[� kJ B 0 C C _ Application Status 2 yed �( Comments Archived Product Manufacturer Metal Alliance -Inc.. Address/Phone/Email 2120 SW Poma Dr. Palm City, FL 34990 (844)638-2548 orders@metalaIIiance.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 04/22/2030 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 FL29523 RI COI 32AI 100SL plywood nonHVHZ.pdf Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Product Approval Method Method 1 Option D Date Submitted 08/11/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description 29523.1 01: 100SL 1" Nailstrip 032 Aluminum 100SL 1" Nailstrip panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 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/-168.5 Other: 168.5 psf @ 6" oc Installation Instructions FL29523 RI II 32AI 100SL Dlywood nonHVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 Ri AE 32AI 100SL plywood nonHVHZ.pdf Created by Independent Third Party: Yes 29523.2 r 2'. 100SL.1" Nailstrip 24ga ✓ 100SL 1" Nailstrip panel from 24ga (min) on 15/32" (min) plywood or 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: 206 psf @ 6 " oc Installation Instructions FL29523 RI II 24ga 100SL pywood nonHVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 24ga 100SL Dlywood nonHVHZ.pdf Created by Independent Third Party: Yes 29523.3 03: 100SL 1" Nailstrip 26ga HVHZ 100SL 1" Nailstrip panel from 26ga (min) on 15/32" (min) plywood or 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: 176 psf @ 6" oc WITH sealant, 116 psf @ 6" oc without sealant Installation Instructions FL29523 RI II 26ga 100SL plywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 RI AE 26ga 100SL plywood.pdf Created by Independent Third Party: Yes 29523.4 04: 100SL 1" Nailstrip 032 Aluminum HVHZ 100SL 1" Nailstrip panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 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/-175 Other: 175 psf @ 6" oc WITH sealant Installation Instructions FL29523 R1 II 32AI 100SL plywoo .pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 RI AE 32AI 100SL pjywood.pdf Created by Independent Third Party: Yes 29523.5 05: 150SL 1.5" Nailstrip 24ga 150SL 1.5" Nailstrip panel from 24ga (min) on 15/32" (min) plywood or 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/-153.5 Other: 153.5 psf @ 6" oc WITH sealant Installation Instructions FL29523 R1 II 24ga 150SL pjywood nonHVHZ.pddf, Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 RI AE 24ga 150SL plywood nonHVHZ.pdf Created by Independent Third Party: Yes 29523.6 06: 150SL 1.5" Nailstrip 032 Aluminum 150SL 1.5" Nailstrip panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 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/-168.5 Other: 168.5 psf @ 6" oc WITH sealant Installation Instructions FL29523 RI II 32AI 150SL gywood nonHVHZ.pdf Verified By: David Eng, PE 61377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 32AI 150SL plywood nonHVHZ.pdf Created by Independent Third Party: Yes 29523.7 07: 150SL 1.5" Nailstrip 032 Aluminum HVHZ 150SL 1.5" Nailstrip panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 3/4" (min) wood plank 19" coverage Limits of Use Installation Instructions s Approved for use In HVHZ: Yes FL29523 RI II 32AI 1505L &wood.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/-168.1 Evaluation Reports Other: 168.1 psf @ 6" oc WITH sealant FL29523 RI AE 32AI 150SL pllywood.p f. Created by Independent Third Party: Yes 29523.8 08: 150SL 1.5" Nailstrip 24ga HVHZ 150SL 1.5" Nailstrip panel from 24ga (min) on 15/32" (min) plywood or 3/4" (min) wood plank 1 19" coverage Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29523 RS II 24ga 150SL 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/-112.5 Evaluation Reports Other: 112.5 @ 6" oc WITH sealant FL29523 111 AE 24ga 150SL Dlywood. df Created by Independent Third Party: Yes E9ac,3: FSettt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 mall. 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: © eClre=k M Credit Card Safe METALALLIANCE A Value Added Supplier of Metals 24ga (min) 1" Nail Stri IS over 15/32" (min) plywood Metal IIliance, Inc 2120 SW Poma r I Palm City FL 34990 Produced by Metal Alliance's Netw�rk of Approved Regional Manufacturers. Prod uc Description Nailstrip, snaplock style panel ith a 16" maximum panel width and a nominal rib height of 1" Product Material 24ga (min) steel 24ga is nominally 0.0239" with yield st ength of at least 50ksi, and shall be corrosion resistant per FB¢ 1507.4.3 where required. Fastener #10 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 �•�� pJ�D.. E'• • F Q•.•''�\GENSF'�C No. 81377 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: 206 PSF 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 Intertek Testing (TST-1527), report J6368.05-450-44 RO. 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 o UL 1897 - Uplift test for roof covering systems 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. 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. 1E'r1ALALL1,AWCE,-,', A -Value Added Supplier of MetalsZ2. 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- 3 1 2 V2 a a 2 2 3 3 1 2 2 3 a HIP ROOF r,ABLE ROOF —J a L METHOD A n:10%OF LEAST HOIZONTAL DIMENSION OR OM, WHICHEVER IS SMALLER. BUT NOT LESS THAN EITHER t%OF LEAST HORIZONTAL DIMENSION OR 3FT (09W OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDING `FEMALE LEG SNAPS ONTO MALE LEG I #10FASTENER AT 0" 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 450 Have a mean Roof Height of 30 feet or less FL29523.02: 24cia 100SL 1" nail strip 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 A 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 450 Have a mean Roof Height of 30 feet or less FL29523.02: 24caa 100SL 1" nail strip 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 NR NR 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 70, hip roof with max slope of 450, or gable roof with slope between 200 and 450 max slope of 450, or gable roof with slope between 200 and 450 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL29523.02: ?4qaJ00SL 1" nail strip on 15/32" pbWood FL29523.02: 24ga 100SL 1" nail strip on 15/32' Aywood, 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 A A A A Zone 2: A A. A -A A A A A A A A Zone 2: A AAAAAAA AAA Zone 3: A A A A A A A A A A A I Zone 3: A A A A A' A A A A Ai META ��14 � it A Value Added Supplier of Metals