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Home My WebLink AboutProduct Approval; Metal RoofingBusiness Professional. Regulation- BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats &-Facts I Publications I Contact Us I BCIS Site Map' I Links I •Search i Florida Vas Product Approval ° Q � z USER: Public User � - ap ®® Product Agoroval Menu > Product or Agollcation Search > gpolicatlon L-1A > Application Detail RECEIVED • FL # FL29523-RI RECEIVED Application Type Revision pp 1� �y Code Version 2020 AUG 3 0 "0 L 1 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Metal Alliance Inc. VRVIEWL � U �J Address/Phone/Email 2120 SW it Poma Dr. CODE COMPLIANCE Palm City, FL 34990 order @meta48 CT■ L CIE COUNTY orders@metalalliance.com �7 1 ■ CIE / Authorized Signature Tara Faulkner BOCC �r orders@metalalliance.com Technical Representative Address/Phone/Email Quality Assurance Representative 29523.02 Address/Phone/Email Page 2 Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 0 Validation Checklist - Hardcopy Received Certificate of Independence FL29523 RI COI 32AI 100SL plywood nonHVHZ.pf Referenced Standard and Year (of Standard) Standard TAS 100 TAS 125 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 1995 2003 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 Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL29523 R1 II 32AI 100SL plywood. nonHVHZ.122f 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: 168.5 psf @ 6" oc FL29523 R1 AE 32AI 100SL plywood nonHVHZ.pdf Created by Independent Third. Party: Yes 29523.2 02: 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 Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL29523 R1 II 24ga 100SL plywood nonHVHZ.of Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-206 Evaluation Reports Other: 206 psf @ 6 " oc FL29523 R1 AE 24ga 100SL plywood nojbVHZ.Rdf 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 Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL29523 R1 II 26ga 100Sl-plywood.pdf Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-176 Evaluation Reports Other: 176 psf @ 6" oc WITH sealant, 116 psf @ 6" oc without sealant FL29523 R1 AE 26ga 1008L plywood.= Created by Independent Third Party: Yes 29523.4 04: 100SL 1" Nailstrip 032 Aluminum 100SL 1" Nailstrip panel from nominal 0.032" aluminum or HVHZ thicker on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29523 R1 II 32AI 100SL plYwood.0 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: 175 psf @ 6" oc WITH sealant . FL29523 R1 AE 32AI 100SL pllywood.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 Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL29523 R1 II 24ga 150SL plywood nonHVHZ.pddf 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: 153.5 psf @ 6" oc WITH sealant FL29523 R1 AE 24ga 150SL plywood nonHVHZ.PAE Created by Independent Third Party: Yes 29523.6 06: 150SL 1.5" Nailstrip 032 150SL 1.5" Nailstrip panel from nominal 0.032" aluminum or Aluminum thicker on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL29523 R1 II 32AI 150SL pjy_wood nonHVHZ.pglf 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: 168.5 psf @ 6" oc WITH sealant FL29523 R1 AE 32AI 150SL 21y_wood nonHVHZ.pdf Created by Independent Third Party: Yes 29523.7 07: 150SL 1.5" Nailstrip 032 150SL 1.5" Nailstrip panel from nominal 0.032" aluminum or Aluminum HVHZ thicker 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.1 Other: 168.1 psf @ 6" oc WITH sealant FL29523 R1 II 32AI 150SL fllywood.pd� Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 Rl AE 32AI 150SL 2lywood.pdf 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 R1 II 24ga 150SL ply wood.pff 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 R1 AE 24ga 150SL Dlywood.p_df 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. CopY-rioht 2007-2013 State of Florida.:: riva 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact850.487.1395. *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 bemade available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: IM ® ® Ethe'ck M Credit Safe SCCU1'ity.NiFTRICS- AIL METAULLIANCE A Value Added Supplier of Metals 1" Na i IStri p 24ga Steel Panels 24ga (min) 1" Nail Strip 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 Nailstrip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material 24ga (min) steel 24ga is nominally 0.0239" with yield strength of at least 50ksi, and shall be corrosion resistant per FBC 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 100SL• V NAILSTRIP 24GA E•. • FN''% O. \,\GENsi• •.G' No. 81377 ZZ ,�Q. STATE OF �40� (� 13�iv11tl E Eng ��✓� 020.08.10 rT—1.845:33-04'00' This item has been digitally signed and sealed by D.E. Eng, PE, on the date indicated. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 100SL F L 29523.02- R 1 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: lvlethcJEZ10 x 1" fastener at 6" o c along nail strip: 206 PSF A fact 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 Inte:rtek 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 • 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 m-anufacturer 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 i-nstability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed epgineers for project specific approval by local authorities having jurisdiction. METAULLIANCE A Value Added'Supplier of Metals 100SL FL29523.02-R1 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. 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 450 Have either a flat roof, or gablelhip roof with max slope of 450 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL29523.02: a 100SL 1" nail strin on 15132" plywood FL29523.02: a 100SL 1" nail stri 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 A A A -A Zone 2: A AAA 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 Zone 3: 1 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 460, or gable roof with slope between 200 and 450 max slope of 459, 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: 24aa 100SL 1" nail stri on 16132" Nywood FL29523.02: 24 ga 100SL 1" nail strip on 15132" plvwood Wind 105 110 120 130.140 150 160 170 180-190 2901 Wind 105.110 120 130 140 160 160 170 180 190 200 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 I 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 Zone 3: ' A A A A A A A A A A