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Home My WebLink AboutAPPROVED - Metal Approval.pdf31912Z 10:22 AM Florida Building Code Online FLEWMA - Inv I tlf Business & Professional Regulation BCiS Home Log in User Registration Hot Topl>s submit surcharge Slats B Facts Publications Contact Us BCIS Site Map Links Search dbpr��IProduct Approval �w. USER: Public User Product Approval Menu > Product or Apph[ation Search > Apph[ation List > AppnGtfon Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL29523-RI Revision 2020 Approved Metal Alliance Inc. 2120 SW Poma Dr. Palm City, FL 34990 (844)638-2548 orders@metalalliance.com Tara Faulkner orders@metalalliance.com Roofing Metal Roofing 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 FL295J.3 R1 C I 32AI 100SL plywood nonHVHZ.ndf Standard Year TAS 100 1995 TAS 125 2003 UL580 2006 hftps:iffloridabuilding.org/pr/pr app_dO,aspx?param=wGEVXQvADquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfBsMqrM4sxtfrSA%3d%3d 1/3 319122, 10:22 AM Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/11/2020 08/13/2020 08/19/2020 10/13/2020 Model, Number or Name Description FL # 2952.3.1 01: 100SL 1" Nailstrip 032 Aluminum 100SL 1" Nallstrip panel from nominal 0.032" aluminum or thicker an 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL29523 RI 11 32AI 1005L pjywood nonHVHZ 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/-168.5 Evaluation Reports Other: 168.5 psf @ 6" oc EL22523 RI AE t._A6 1Q ,Sj lywood nonHVHZ.W Created by Independent Third Party: Yes 29523.2 02: 100SL 1" Nallstrip 24ga 100SL i" 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 FL29523 R1 II 24ga !00SL ywood noaHVHZ.pd Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Patty: Yes Design Pressure: +N/A/-206 Evaluation Reports Other. 206 psf @ 6 " oc F1.29523 R1 AE 24ga 10051. plywood nonHVHZ.Qd Created by Independent Third Party: Yes 29523.3 03: 100SL 1" Nailstrip 26ga HVHZ 100SL 1" Nallstrip 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 FL29523 RI II 26ga 100SL oiywoad.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/-176 Evaluation Reports Other: 176 psf @ 6" oc WITH sealant, 116 psf @ 6" oc without FL29523 RI AE 26ga 1005L plywood.p� sealant Created by Independent Third Party: Yes 29523.4 04: 100SL 1" Nailstrip 032 Aluminum 100SL 1" Nallstrip 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 FIr79_525 R1 I1 32A) 1005L ply Q2_0 psf 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 RI AE 32AI 10051- Ply mLiziff Created by Independent Third Party: Yes 29523.5 05: 1505L 1.5" Nallstrip 24ga 150SL 1.5" Nallstrip 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 150SLgjywood nonHVHZ.odf 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---1.5OSL plywood nonHVHZ.odf 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 Impact Resistant: N/A Design Pressure: +N/A/-168.5 Other: 168,5 psf @ 6" oc WITH sealant FL29523 R1 II 3ZAI 150SL plywood ronHVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 32AI 150SL plywood nonHV p ff 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" (rain) plywood or 3/4" (min) wood plank 19" coverage Limits of Use Installation Instructions https:llfloridabuiiding.org/prlpr_app_dil.aspx?param=wGFVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWf8sMgrM4sxtfrSA%3d%3d 2/3 319122, 10:22 AM Florida Building Code Online Approved for use in HVHZ: Yes FL29523 Rl 1I 32AI 1505L olylygglLRUf 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 R1 AE 32AI 1505L piywood.Ddf Created by Independent Third Party: Yes 29523.8 08: 1505L 1.5" Nailstrip 24ga HVHZ 1505L 1.5' Nailstrip panel from 24ga (min) an 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 Rl 11 249a_150SL_plyly22CL 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/-112.5 Evaluation Reports Other. 112.5 O 6" oc WITH sealant FL29523 Rl AE 24ga 1505L plyyyggg,Rgf Created by Independent Third Party: Yes ead Heat candid� The State of Florida Is an AA/EEO employer Under Monte law, email addresses arc public reconls. If you do not want your e-mail adores released in response to a public-recnrtls request, do not send electronic mall to this entity. Instead, mntact the office by phone or by traditional mall. If you have any questions, please contact 950Aa7.1395. *Pursuant to Sector, 455.275(1), Flomia Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If trey have one. The emalls provided may be used for official communication with Me tcensee. However email addresses are public record. it you do not wish to supply a personal address, please provide One Department with an email address which can b , made avallabie M the public To determine if you are a Ikensee under chapter 455, ES., please dick hdaL. Product Approval Accepts: Credit Card Safe https://8oddabuilding.orglpr/pr_app_d8.aspx?param=wGEVXQvRDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfBsMgrM4sxtfrSA%3d%3d 3/3 Ak METALALLIANCE A Value Added Supplier of Metals 1" NailStrip 26ga Steel Panels 26ga (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 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-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 F FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com 100SL� 1" NAILSTRIP 26GA \fit k II III I , , / , \OPJ�D vCENsj No. 81377 0 STATE OF ((yam ORkO ////`S'/0NhJ David E Eng 2020.08.12 07:12:16-04'00' This item has been digitally signed and sealed by 0 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 1507.1.1/1518.2 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. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1" fastener at 6" o_,c_along nail strip: 116 PSF Method_B;_#10 x 1" fastener at 6" o.c. along nail strip WITH sealant: 176 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 TAS 125 / UL 580-06 standard by Intertek Testing (TST-1527), report J6368.17-450-44 RO and to TAS 100 under report J6368.33-450-44 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 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 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. AM METALALLIANCE A Value Added Supplier o1 Metals 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. a ♦ 3 a 2 2 3 \ 2 2 2 2 1 2 2 3 a 2 2 3 2 a NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone 2 1 1 2 concept. For the load tables below, the worst case was taken for each zone and reported using the a 3.3 a standard zones 1-2-3: t J f Zone 1 includes zones 1 and 1' -a- HIPROOF GABLEROOF -'a— Zone 2 includes zones 2e, 2r, and 2n ix rc.�, IumR,u oua„mx, w i.. roiaA�en Is suu.ew mu, r.n Zone 3 includes zones 3e and 3r ;Ls„~.„L,�L.,.aLF.F, ro„,:w,,.o„.L,,,„»,�, _•,�.., n„ w auLwuuo u. w�„;„R..r„L„.eu,uxu <.wL 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. METHOD A (0 `L WAI F I FG SNAPS ONTO MALE LEG ijgV1) �i10 FASTENER AI vO11 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 ROOF ZONES FOR GENERIC BUILDING [AAMWESIM r 1 f.lgl l I L G SNAPS ONTO ANLE LEG SEALANT APPLIED TO IIASf OI MAI I I I(] a10 FASTENER A' 1-111 Use this load table for structures which meet the following criteria' Are located in 8, 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 FL29523.03: 26ga 100SL 1" nail strip on 15/32" plywood FL29523.03: 26ga 100SL 1" nail strip 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 A A B B Zone 2: A A A A A A A A A A B Zone 2: A A A A A A B B B B Zone 3: A A A A A A A A A B B Zone 3: A A A A A B B 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 8 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 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 FL29523.03: 26 a 100SL 1" nail strip on 15/32" plywood d FL29523.03: 26cia 100SL 1" nail strip on 15/32" pl:BB Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 18000 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A A AB Zone 2: A A A A A A A A A A A Zone 2: A A A A A A A B B Zone 3: A A A A A A A A A A B Zone 3: A A A A A B B B B METALALLIANCE A Value Added Supplier of Metals