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HomeMy WebLinkAboutProduct Approval (2) 1/4/2021 Florida Building Code Online, -'.-7---------—{.' * y p - ?.... �✓.`� T.t ffyY.9ifMa� �^t'. u^��%IY�F� - MF 0i, - BCIS Home ! Log In ( User Registration i Hot Topics -[ Submit Surcharge Stats&Facts lPublications Contact us^ BCIS Site Map j Links t Searchd- 1 ba Product Approval ryr USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail j*r� s^ FL#. FL17796-R2 h"ARIT- Application RECEIVED Type RevisionEp®I r Code Version 2020 V sUa,/ Application Status ©CT 0:4 Approved ODE OM f7� P�� CE St.Lucie County ��"� ��; �y� Comments Permitting E COUNTY Archived f..:..3 ®C Product Manufacturer Atlantic Metal II of Vero Beach,Inc. Address/Phone/Email 4310 45th Street Vero Beach, FL 32967 Kim?lasky@ata0nticm Ital2.com F1 E ®p Authorized Signature Kimberly Lasky Kim.lasky@atlanticmetal2.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, (;l Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone CertificatioL,Inc. Quality Assurance Contract Expiration Date 06/11/2025 Validated By James R Wally, PE Validation Checklist-Hardcopy Received Certificate of Independence FL17796 R2 COI 24ga 1.5 NailstriD_plywood.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code I I https://www.floridabuiIding.org/pdpr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjKv7zYV GsdnivgNcyly79Iw9JHDssgpg%3d%3d 1/3 1/4/2021 Florida Building Code Online Product Approval Method Method 1 Option D b Date Submitted 10/06/2020 Date Validated 10/15/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Summary of Products FL# Model, Number or Name Description 17796.1 01: 24ga 1.5"Nail Strip over 24ga (min) 1.5" nail strip standing seam panel over 15/32" Plywood (min) plywood Limits of.Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 II 249a 1.S Nailstrip plywood. df 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/-116 Evaluation Reports Other: Refer to-evaluation report FL17796 R2 AE 24ga 1.5 Nailstrip plywood.pdf Created by Independent Third Party:Yes 17796.2 02: 24ga 1.5"Snap Lock over 24ga (min) 1.5"snap lock standing seam panel over 15/32" Plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 II 24ga 1.5 SnapLock 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/-116 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 24ga 1.5 SnapLock p�wood.odf Created by Independent Third Party:Yes 17796.3 03: 032 Aluminum 1" Mechanical Nominally 0.032"aluminum (or thicker) 1"mechanical lock Lock on Plywood standing seam panel on 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 1I 032 1.0 Mechanical plywood.odf 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/-101 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 032 1.0 Mechanical plywood.pdf Created by Independent Third Party:Yes 17796.4 04: 24ga 1.0" Nail Strip on Plywood 24ga(min) 1.0" nail strip standing seam panel over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL17796 R2 II 24ga 1.0 Nailstrip plywood nonHVHZ.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +N/A/-153.5 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 24ga 1.0 Nailstrip plywood nonHVHZ.pdf Created by Independent Third Party:Yes 17796.5 05: 24ga 1.0"Snap Lock over 24ga (min) 1.0"snap lock standing seam panel over 15/32" Plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 II 24ga 1.0 SnapLock 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/-131 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 24ga 1.0 SnapLock plywood.odf Created by Independent Third Party:Yes 17796.6 06: 26ga 5V Crimp on Plywood 26ga (min) 5V Crimp exposed fastener panel on 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 II 26ga 5VCrimp 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/-156.5 Evaluation Reports Other: Refer to evaluation report FL17796 R2 AE 26ga 5VCrimp plywood.odf Created by Independent Third Party: Yes back Nauk https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjjKv7zYVGsdnivgNcyly79aw9JHDssgpg%3d%3d 2/3 1/4/2021 Florida Building Code Online .. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 .. The State of Florida is an AA/EEO employer.Copyright N07•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.:'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 wit f)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: Credlt Card 9 Saf6z. i i https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjKv7zy v sdnivgNcyly79iw9JHDssgpg%3d%3d 3/3 T ,y Af14,26ga 5VCrimp 26 gauge (min) 5VCrimp 15/32„ plywood of Vero Beak,, Inc. Florida Product Approval Number 17796.06-112 Manufacturer: ��a Atlantic Metal II of Vero Beach, Inch � 4310 45th Street,Vero Beach, FL www.atianticmetal2.com (772) 257-5730 Metal Roofing Panels Metal Roofing Accessories • Custom Metal Fabrication Product: Exposed fastener panel with nominal rib height of 0.375" and 24" coverage. Material: 26ga orthicker steel with yield strength of at least 50ksi, and corrosion resistance per FBC 1507.4.3. Fastener: #9 x 1.5"fastener with sealing washer, compliant with FBC 1506.6. Substrate/Deck: Minimum 15/32"thick plywood. Underlayment: Comply with FBC 1507.1.1/1518.2 where required. Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required. ' Slope: Comply with FBC 1507.4.2/FBC 1515.2 where required. Max.Allowable Loads & Installation Requirements: Method A: 108.5psf I Install #9 x 1.5"fastener in 12"-12" pattern at � '� �a 12 o.c. j �v Method B: 156.5psf I Install #9 x 1.5"fastener in 12"-12" pattern at 6" o.c. F Factor of Safety of 2.0 applied to calculate allowable loads. Compliance statement: This product as described has demonstrated compliance with Florida Building Code 2020, Section 1504.3.2 (non-HVHZ) and 1518.9.1/1523.6.5.2.4 (HVHZ), as required by Rule 61 G20-3, method 1 D Evaluated By: David Eng, PE Timberlake Cove, LLC 3324 W Univ. Ave # 206, Gainesville FL 32607 PE Lic. No: 81377 OP ocEN8,k— CA Lic. No: 33344 �, _ '-David E Eng www.TimberLakeCove.com �' 20G20.10.07 No. 81377 _ �:�0.0.21:56+01'00'_ This item has been digitally signed and sealed by D.E.Eng,PE,on the date 0 '• STATE OF indicated. Printed copies of this document. F(ORIDP.•' \� are not considered signed and sealed and �� the signature must be verified on any //sS/0NAk- �� electronic copies �� - { .Technical Documentation: "` ' i This product has been tested to the TAS 125/UL 580 standard by F of Vero Beach,Inc. Force Engineering (TST-5328), report 115-0127T-07A-C and to TAS 1'00 by Farabaugh Engineering and Testing (TST-1654), report T130-07.As referenced in FL 17796.06-R1 I 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, 'la financial interest in any other entity involved in the approval process of the product. I. Exclusions & Limitations: Design of deck and roof structure (to include deck.attachment) 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. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61 G20-3. 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 61 G20- 3, and makes no express or implied warranty regarding performance of this product. Design Process: The load tables in this report provide several prescriptive options 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 consideratio In Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction Load Tables: 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 the manufacturer for further information, or consu lt a licensed design professional. � ff -a w� TAB... of Vero Beach, Inc. 2 j 2 .3 . 2 1 2 Instructions: \,2 Select the appropriate load table that applies to the i 2 2 ! 2 3 a s structure in question. j Determine the design wind speed for the project f 2/ 2 location. a 2 _ 2 -- 3 a Use the attachment method indicated for that _{ ( I winds peed,within each roof zone. — a^— HIP ROOF I GABLE ROOF —^"a`��—' p LR�IWA OF LEAST I IOIZONTAL DWENSION ORO 41 WMICI tFIVER IS SMALLER,OUT NOT See Note on previous page. LESS THAN€ITHER 33:OF LEAST HORIZONTAL D'VENSION OR 3FT(0°MJ. OR AS OETERIANED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDING 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 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17796.06: 26 a SVCrim on 15132" Plywood FL17796_.06: 26 a 5VCrim on 15/32" Plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 20C 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 i Zone 2: A A A A A A A A A A B Zone 2: A A A A A B B B B NR,-,Nq Zone 3: A- A A- A A A A A i B B B Zone 3: A A A A B Br B i`NR7`NPR , 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 7°,hip roof with max slope of 12:12,or gable roof with slope between 4.4:12&12:12 max slope of 12:12,or gable roof with slope between 4.4:12&12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17796.06: 26 a 5VCrimp on 15/32"_PI ood FL17796.06: 26 a 5VCrimp on 15/32" Plvwwood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 20C 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 A Zone 2: A A A A A A A B B B [NE Zone 3: A A A_ A A A A A .-A B . B Zone 3: A A A A A ; B B B R METHOD A: 12" OC METHOD B: 6" OC NR: NOT RATED 121' 12" CONSULT DESIGN PROFESSIONAL AS NECESSARY #9 X 1-12"FASTENER WITH SEALING WASHER 4 �y If w. Pt 4 (r ® ® ® ® O Fa