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Home My WebLink AboutAPPROVED 763 Cherokee Ave Metal PABCIS Home Log In User Registration db'" r Product Approval USER: Public User Product Aooroval Menu > Application 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 G q ' Category Subcategory Compliance Method Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17796-R2 Revision 2020 Approved Atlantic Metal II of Vero Beach, Inc. 4310 45th Street Vero Beach, FL 32967 (772;_257-5730 Kim.lasky@atlanticmetal2.com Kimberly Lasky Kim.lasky@atlanticmetal2.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received David Eng PE-81377 Keystone Certifications, Inc. 06/11/2025 James R Wally, PE Validation Checklist - Hardcopy Received FL17796 R2_COI 24ga_i 5 Nailstrip plywood.Ddf Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 https:/jwvvw.floridabuilding.org(prlpr_app_dtl.aspx?param=wGEV...%2bbt23mL8HofjKv7zYVGsdnivgNcyly7gaw9JHDssgpg°f%3d%3d 1/19/22; 2:58 PM Page 1 of 3 Sections from the Code Product Approval Method Method 1 Option D 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 17796.1 01: 24ga 1.5" Nail Strip over Plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116 Other: Refer to evaluation report Description 24ga (min) 1.5" nail strip standing seam panel over 15/32" (min) plywood Installation Instructions FL177.96 R2_:i_24ga__L5_Nailstrip plywood.odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports rL17796 R2_AE_24aa 1_5_Nailstrio plywood.odf 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" j Plywood (min) plywood Fx6T Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17796 R2_1T R4ga_1 55_S apLo _pjy-y-Q- ndf 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 FL.17796__R2_AE_24ga_S 5_ na Lock_plywoo pdf 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_11_032_1.0_Mechanical_-Lywood.pljf 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 L1F 7796_R2 AE_032_1_0_Mechanical_plywood jZ f 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 LF 17796_R2_II_24ya_1 0_Na l p_pjywood nonHVHZ.pd 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_11. _N it ri plywood_nonHVHZ.pcf 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 15/3L] Plywood IIIIII (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 17796_R2_II_24ga_1_0_ napLock_plywood.p 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_L4ga 1.0_SnapLoc plywood•pdf \ Created by Independent Third Party: Yes 17796.E 06: 26ga 5V Crimp on Plywood 26ga (min) 5V Crimp exposed fastener panel on 15/32" (min) plywood https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...%2bbt23mL8HofjKv7zYVGsdnivgNcyly79aw9JHDssgpg%3d%3d 1/19/22, 2:58 PM Page 2 of 3 Limits of Use y, Installation Instructions Approved for use in HVHZ: Yes FL17796 82_1L26ga 5VCrimo_P,ywood.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/-156.5 Evaluation Reports Other: Refer to evaluation report EL17796_g2_6E_?&gA_5VCrimc pjywood.ndf 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. Coovriaht 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 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 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: Credit Card Safe https://www.floridabu,.lding.org/pr/pr_app_dt1.aspx?param=wGEV... r32bbt23mL8HofiKv7zYVGsdnivgNcy:' y793W9JHDssgpg%3d%3d 1/19122, 2:58 PM Page 3 of 3 26ga 5VCri m p 26 gauge (min) 5VCrimp 15/32" plywood Florida Product Approval Number 17796.06-1112 Manufacturer: Atlantic Metal II of Vero Beach, Inc 4310 45th Street, Vero Beach, Ft www.atlanticmetal2.com (772) 257-5730 ATt/ANTIC --,ETAL of Vero Beach, Inc. 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 or thicker steel with yield strength of atleast 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 Install #9 x 1.5" fastener in 12"-12" pattern at 1`- Method B: 156.5psf Install #9 x 1.5" fastener in 12"-12" pattern at 6" o.c.. 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 \\\0 3324 W Univ. Ave # 206, Gainesville FL 32607 ,� J�� E' F PE Lic. No: 81377 OP V\cErvsF'G CA Lic. No: 33344 = No. 8�s�� ' www.TimberLakeCove.com This item has been digitally signed and — seated by D E. Eng. PE. on the date �0 STATE OF 44-- indicated. Printed copies of this document T F are not considered signed and sealed and �� • • • .... - • \G � the signature must be verified on any �\ electronic copies s/O �,,! NAL PW - NTI Technical Documentation: ' ETAL This product has been tested to the TAS 125/UL 580 standard by Force of Vero Beach, Inc. Engineering (TST-5328), report 1 15-0127T-07A-C and to TAS 100 by Farabaugh Engineering and Testing (TST-1654), report T130-07. As referenced in FL 17796.06-R1 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 & 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 subjectto 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 consideration 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 consult a licensed design professional. OOW ATt�I�NTIC ETAL of Vero Beach, Inc. 3 2 2 3 a i 2 1 2 Instructions: 2 1 Select the appropriate load table that applies to the 12'' 1 2 2 3 ; a structure in question. 2 Determine the design wind speed for the project 2 1 1 2 location. 2 2- 3, - a Use the attachment method indicated for that a'— HIP ROOF GABLE ROOF a= windspeed within each roof zone. A In%OFLEAST HOIZONTALDIMENSIONOR06A WHICHEVERISSMALLER, BUT NOT See Note on previous page. t E59 THAN EITHER a - LEAST HOR'ZON'TA. O.h1ENSION OR tFT I W, 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 SVCrimp on 16132" Plywood FL17796.06: 26 a 5VCrim on 15/32" Plywood Wind 105 110 120 130 140 160 160 170 180 190 200 Wind 105 110 120 130 140 160 160 170 180 190 20 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 E Zone 2: A A A A A A A A A A B Zone 2: A A A A A B 8 B B Zone 3: A A A A A A A A B B B Zone 3: 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 B area Are located in B, C, or D exposure area Have either a flat roof less than 71, 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 & 12:1 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17796.06: 26 a 5VCrim on 15/32" Plywood FL17796.06: 26 a 5VCrim on 15/32" Plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 106 110 120 130 140 150 160 170 180 190 20 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 E 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 Zone 3: A A A A A A, A A A B B Zone 3: A A A A A B B B i R r I: METHOD A: 12" OC j METHOD B: 6" OC 12 --- 12" -- - _ I X 1-12" FASTENER WITH SEALING WASHER NR- NOT RATED CONSULT DESIGN PROFESSIONAL AS NECESSARY 1507.3.9 Flashing. At the juncture of the roof vertical surfaces, flashing and counterflashing shall be provided in accordance with the manufacturer's installation instructions or the recommendations of the FRSA/TRI 07320 Manual. 1507.4 Metal roof panels. The installation of metal roof panels shall comply with the provisions of this section. 1507.4.1 Deck requirements. Metal roof panel roof coverings shall be applied to a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced supports. 1507.4.2 Deck slope. Minimum slopes for metal roof panels shall comply with the following: 1. The minimum slope for lapped, nonsoldered seam metal roofs without applied lap sealant shall be three units vertical in 12 units horizontal (25-percent slope). aIThe minimum slope for lapped. nonsoldered seam metal roofs with applied lap sealant be one- 1i tical in l2 units horizontal (4-percent slope). Lap sealants shall be applied in accordance with the approved manufacturer's installation instructions. 3. The minimum slope for standing seam of roof systems shall be one -quarter unit vertical in 12 units horizontal (2-percent slope). 1507.4.3 Material standards. Metal -sheet roof covering systems that incorporate supporting structural members shall be desi�oned in accordance with Chapter 22. Metal -sheet roof coverings installed over structural decking shall comply with Table 1507.4.3(1). The materials used for metal -sheet roof coverings shall be naturally corrosion resistant or provided with corrosion resistance in accordance with the standards and minimum thicknesses shown in Table 1507.4.3)(2). TABLE 1507.4.3(1) METAL ROOF COVERINGS ROOF COVERING STANDARD APPLICATION "1'l PE STANDARD RATUTHICKNESS Aluminum ASTM B 209 0.024 inch minimum thickness for roll -formed panels and 0.019 inch minimum thickness for press -formed shingles. Aluminum -zinc ASTIv1 A 792 0.013 inch minimum thickness, AZ 50 (coated minimum application rate) coated steel Cold -rolled copper AS I M 13 370 Minimum 16 oz'sq. ft. and 12 oz. sq. ft. high ield copper for metal -sheet roof covering systems: 12 ozvsq. ft. for preformed metal shingle systems. Copper AS 1"M 13 370 16 oz./sq. ft. for metal -sheet roof -covering systems; 12 oz'sq. ft. for preformed metal shingle systems. Galvanized steel :�S CM A fi> ; 0.013 inch minimum thickness. G-90 zinc -coated"". Hard lead 2 lbs./sq. ft. Lead -coated copper AS N4 B 101 Prepainted steel 1STM A 755