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HomeMy WebLinkAboutAPPROVED, Gdowik - Metal Approval.pdf2124/22, 10:36 AM Florida Building Code Online V _ 1 1 Regulation r BCIS Home Lag In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search 4U dbpr USER: Approve! USER: Publk User Product Aoproyal Menu > Produc or Aophcation Search > Ap_pticatiOn List > Application Detail zFL # FL29523-RI Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Metal Alliance Inc. Address/Phone/Email 2120 SW Poma Dr. Palm City, FL 3499D (844)638-2548 orders@metalalliance.com Authorized Signature Tara Faulkner orders@metalatliance.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 04122/2030 Validated By James R Wally, PE Validation Checklist - Hardcopy Received Certificate of Independence FL29523 RI COI 32AI 100SL plywood nonHVHZ.odf 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 https:[Moridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfBsMgrM4sxtfrSA%3d%3d 1/3 2/24/22, 10:36 AM Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/11/2020 08/13/2020 08/19/2020 10/13/2020 Summary of Products FL # Model, Number or Name 29523.1 01 100SL 1" Nallstrip 032 Aluminum 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 29523.2 02: 100SL 1" Nallstrip 24ga 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 29523.3 03: 100SL 1" Nallstrip 26ga HVHZ 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 Description SOOSL 1" Nallstrip panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions FL29523 RI II 32AI 100SL plywood nonHVHZ.gdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 32AI 100SL Plywood D9nHVHZ.gQ Created by Independent Third Party: Yes IOOSL 1" Nallstrip panel from 24ga (min) on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions FL29523 Rl II 24ga 1005E olvwood nonHVHZodf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports �129523 R1 AE 24oa 100SL plywood nonHVHZ.Rdf Created by Independent Third Party: Yes 100SL 1" Nailstrip panel from 26ga (min) on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions FL29523 Rl II 26Pa LOOS_ plyAggb,gd( Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 Rl AE 26ga 1005E olyyyggd,gQl Created by Independent Third Party: Yes 29523.4 04: 100SL I" Nallstrip 032 Aluminum 1005L 1" Nailsh ip panel from nominal 0.032" aluminum or HVHZ 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 29523.5 05: 1505L 1.5" Nallstrip 24ga Limns 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 RI II 32AI 100SL plywood.odf Verified By: David Eng, PE 81377 Created by Intlependent Third Party: Yes Evaluation Reports FL29523 R1 AE 32AI 1005E PlY-w-09A.Pfff Created by Independent Third Party: Yes 1505L 1.5" Nallstrip panel from 24ga (min) on 15/32' (min) plywood or 3/4" (min) wood plank Installation Instructions FL29523 R1 II 24ga 1505E plywood nonHVH2 odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 24ga 1505E glywpod nonHVHZ.gd( Created by Independent Third Party: Yes 29523.6 06: 150SL 1.5' Nailstrip 032 ISOSL 1.5" Nailstrip panel from nominal 0.032" aluminum or Aluminum thicker on 15/32" (min) plywood or 3/4" (min) wood plank Limns 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 29523.7 07: 150SL 1.5" Nallstrip 032 Aluminum HVHZ Limits of Use Installation Instructions FL29523 R1 II 32AI 1505L Plywood nonl:lYhL Q( Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes I Evaluation Reports FL29523 R1 AE 32AI 150SL plywood nonHVHZ Qa Created by Independent Third Party: Yes 1505L 1.5" Nallstrip panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 3/4' (min) wood plank 19" coverage Installation Instructions https://floddabuilding.orWprlpr_app_d8.aspz?pamm=wGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfSsMgrM4sMfrSA%3d%3d 213 2/24/22, 10:36 AM Florida Building Code Online 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 29523.8 1 08: 150SL 1.5" Nallstrip 24ga HVHZ LhnHs of Use - - - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-112.5 Other: 112.5 I@ 6" oc WITH sealant I FL29523 R1 II 3 AI 1 OS o1yw00d.pdf I Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 32AI 1505L glywowrr>odPdf Created by Independent Third Party: Yes 150SL 1.5" Nailstrip panel from 249a (min) on 15/32" (min) 11 plywood or 3/4" (min) wood plank 119" coverage Installation Instructions FL29523 Rl II 24ga 1505E olywood.odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 Rl AE 24ga 1505E DlYwood-p�f Created by Independent Third Party: Yes Contact Us !: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of sense Is an A.Vi employes fMVMaht 2007-2013 State of Florida.:: Prlvaa Statement :: AcmpdblliN Statement :: liil9_n 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 amity. Instead, contact the office by phone or by tmdibonal mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Spatulas, effective October 1, 2012, licensees licensed! under Chapter 455, F.S. must provide Me Department with an email address If they have one. The areas provided may be used for official communication wIM the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to Me public To determine It you are a licensee under Chapter 455, ES., please click be, . product Approval Accepts: ©9:1 ® E] [' HdC Card Safe https://floridabuilding.org/prtpr_app_dfl.aspx?param=wGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfSsMgrM4sxtfrSAa/t3d%3d 3/3 Alk METALALLIANCE A Value Added Supplier of Metals 1" NailStrip 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,.TimberLoke Cove.com 100SL• 1" NAILSTRIP 24GA ``vttul utrf1y77 ��`QPJ\D ENSFFNii''� No. 81377 0 STATE of : • �(/�` -,, Ss/01 4 Wvid E Eng i - 2020.08.10 18:45:33-04'00' 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 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 maybe installed over ❑ 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 6 Installation Requirements: Method A: tt10 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 10. 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 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 ❑re 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 far project specific approval by local authorities having jurisdiction. METAULLIANCE A Value Added Supplier of Metals Instructions: A a i' Select the appropriate load table that applies to i 3 _ _ _ _2 _ _ 2 _ 3_ the structure in question. a \ - Determine the design wind speed for the project 2 1 location. 2 2 1 2 Use the attachment method indicated for that 2 windspeed within each roof zone. 1 2 2 3 1 a 1 2 3 t a 1 2 NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone 1 1 2 2 concept. For the load tables below, the worst case I 1 was taken for each zone and reported using the a 3 2 2 3 a standard zones 1-2-3: t 1 Zone 1 includes zones 1 and 1' .,PROOF GABLENJor �a— Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r YLEA1.•Numla w�Ns+wlw o.. ,n,...reE,a iM4LE„N,.,, MY E1KM1 •� CE 1E15• wYN10N1.4 pwEN5Y11 fAYi :n f Y v S IXILFMiKU 9• IXSNry (M'JNCN •A}.ic.VLL cMY Combining these zones creates a clear, simple ROOF ZONES FOR GENERIC BUILDING scheme, at the expense of some design efficiency. Contact Metal Alliance Inc for further information, or consult a licensed design professional METHOD A 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 45' Have a mean Roof Height of 30 feet or less 1 —InAAr cnSNAP, JN➢) IAAIE l6; �.10 FASTENER At B or 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 FL29523.02: 24aa 100SL 1" nail strip on 15/32" plywood FL29523.02: 24aa 100SL 1" nail stria on 15/32" Dlvwood 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 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 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 45°, or gable roof with slope between 20' and 45° max slope of 45°, or gable roof with slope between 20' and 45' Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL29523.02: 24 a 100SL 1" nail strip on 15/32•' plywood FL29523.02: 24 a 100SL 1" nail strip on 15/32" pI wood 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 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 METALALLIANCE A Value Added Supplier of Metals