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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFBCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search b a Product Approval P USER: Public User Product Approval Menu > Application Detail FL # FL17796-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Atlantic Metal II of Vero Beach, Inc. Address/Phone/Email 4310 45th Street Vero Beach, FL 32967 f772) 257-5730 Kim.lasky@atlanticmetal2.com 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed David Eng the Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 06/11/2025 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 FL17796 R2 CCI_24ga 1.5 Nailstri� p»y od.odf Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 jvvviv;.floridahuiidinq.orgiPrlPr_aPp_del.aspx?param-vfGEV--- ",2bbt231iiLSHoiIKv7zYVGsdnivgNcviv79awg.JHDssgog7.- 3d9;,3d Sections from the Code Product Approval Method Method 1 Option 0 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 17796.2 02: 24ga 1.5" Snap Lock 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 11_5s iyod.o1—ldf _ Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17796_R2_AE_24aa 1_5_Nailstrip_pi.ywood.pdf Created by Independent Third Party: Yes 24ga (min) 1.5" snap lock standing seam panel over 15/32" (min) plywood Installation Instructions EL17796 B2_I_I_24ga_1 5 S, napLock_plywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17796_R2_AE_2Aga_i_5_Sna L c _plywood.p�f Created by Independent Third Party: Yes 17796.3 i 03: 032 Aluminum 1" Mechanical Nominally 0.032" aluminum (or thicker) 1" mechanical lock I Lock on Plywood standing seam panel on 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17796 R2_1:1_032_1 Q_Mechanical_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/-101 Evaluation Reports Other: Refer to evaluation report FL17796_R2_AE_CCU?_1.0_Mechanical_plyEgod.pdf Created by Independent Third Party: Yes 17796.4 04: 24ga 1.0" Nail Strip on Plywool 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 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +N/A/-153.5 Other: Refer to evaluation report 17796.5 05: 24ga 1.0" Snap Lock 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/-131 Other: Refer to evaluation report 17796.6 06: 26ga 5V Crimp on Plywood i FL17796_R2_II_24ga_1_0_ ailst ip_plywood_nonHVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17796_R2_AE_�4g�_7�. _Nailstrio pl w o nonHVHZ.odf Created by Independent Third Party: Yes 24ga (min) 1.0" snap lock standing seam panel over 15/32" (min) plywood Installation Instructions FL17796_R_II_24ga_1.Q. of _SnapLock—plywoodf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports j FL17796_R2 AE_24ga_1_0_SrapLcck_plywood.odf Created by Independent Third Party: Yes 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 2/23/22, 2:24 PM Page 2 of 3 24ga 1.0" Nail Strip 24 gauge (min) 16" Nail Strip over 15/32" plywood Florida Product Approval Number 17796.04-R2 Manufacturer: Atlantic Metal II of Vero Beach, Inc 4310 45th Street, Vero Beach, FL www.atianticmetal2.com (772) 257-5730 A T, r1A T ETAL of Vero Beach, Inc. �T r k, Metal Roofing Panels - Metal Roofing Accessories • Custom Metal Fabrication Product: Nail strip standing seam panel with nominal rib height of 1.0" and max panel width of 16". Material: 24ga or thicker steel with yield strength of at least 50ksi, and corrosion resistance per FBC 1507.4.3. Fastener: #10 x 1 " pancake -style fastener, compliant with FBC 1506.6 Substrate/Deck: Minimum 15/32" thick plywood. Underlayment: Comply with FBC 1507.1.1 where required. Slope: Comply with FBC 1507.4.2 where required. Will ax_A1tovvabfe,-E•oads & Installation Requirements: Method A: 59.75psf I InstJ (1) #10 x 1" fastener in panel slot at 16" O.C. Method B: 101 psf I Install (1) #10 x 1 " fastener in panel slot at 6.75" o.c Method C: 153.5psf I Install (1) #10 x 1"fastener in panel slot at 6.75" o.c AND (2) #10x1" eclipse head fastener in pan of panel at 12" 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), 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 E. F �.,% David E Eng 2020,10.07 - No.81377 =_ 00:22:54+01'00' * ; CA Lic. No: 33344 This item has been digitally signed and �3� W Wvvw. FimberLakeCove.com sealed by D.E Eng; PE. on the date ' STATE OF <41 indicated Printed copies of this document �'�� '•..FCORIOP. ' \G�� are not considered signed and sealed and , ts, \ �\ the signature must be verified on any ��iies �� ` ONAL � ��\ TUAWI .TL Technical Documentation: of Vero Beach, Inc. This product has been tested to the UL 580 standard by Force Engineering (TST-5328), report 72-0314T-06. As referenced in FL 17796.04-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 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 r� 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. Ih� 1.25" 1.25"--1 ff-410FASIENER FFr•,1n YAPSONTO k ALL=G #10 FASTENER (TYP), 12" O C MAX 6 75" O C MAX 11 i 3\ 2 13 a— ---- 1 2 1 1 2 2 1 22 2 1 2 a r3 a 2 HE ROOF - GABLE ROOF ETAS, H of Vero Beach, Inc. 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. ' + ?' OFLEAST HOIZONTALDIMENSION OR011,_WHICHEVERISSMALLER, BUT NOT See Note on previous page. LESS THAN EITHER d'+; OF LEAST HORIZONTAL DIMENSION OR 3FT IO 9MI OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE ROOF ZONES FOR GENERIC BUILDING 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 12:12 Have a mean Roof Height of 30 feet or less 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 12:12 Have a mean Roof Height of 30 feet or less FL17796.04: 24 a 1.0 Nail Strip on 16/32" Plywood FL17796.04: 24cia 1.0 Nail Strip on 16/32" Plywood Wind 106 110 120 130 140 160 160 170 180 190 200 Wind 106 110 120 130 140 160 160 170 180 190 200 Zone 1: A A A A A A A A 13 B B Zone 1: A A A A B 9 B B C' }. Zone 2: A A A A A B B B B C C Zone 2: ;'. B B S C', C N R, Zone 3: A A A A B B B B C y C Zone 3: B B B B C; 4 ;� C NR NR NR INR. 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 FL17796.04: 24 a 1.0 Nail Strip on 16/32" Plywood FL17796.04: 24 a 1.0 Nail Stri2 on 16132" Plywood Wind 106 110 120 130 140 160 160 170 180 190 200 Wind 106 110 120 130 140 160 160 170 180 190 200 Zone 1: A A A A A A a I' B' Zone 1: A A A A A 6 B B B C Zone 2: A A A A A A _ F, R ,Zone 2: A A A B B B C C N R Zone 3: A A A A - J one 3: A r° 8 C- C G mow: N METHOD A METHOD B METHOD C —FEMALE LEG SNAPS ONTO MALE LEG T_V #10FASTENER 16"OC i,'t,X. FEMA__t , t SNAPS ONTO MALE LEG 410 FASTENER 6 75" U C NIAX V NR: NOT RATED CONSULT DESIGN PROFESSIONAL AS NEEDED 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/TRl 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. 1.507.4.2 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 (257percent slope). �. The minimum slope for lapped, nonsoldered seam metal roofs with applied lap sealant s is I be one-half,,,,it vertical in 12 units horizontal (4-percent slope). Lap sealants shall be applied in*accordancewith 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). 1 _507.4.3 Material standards. Metal -sheet roof covering systems that incorporate supporting structural members shall be designed 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 COVERINC. STANDARD .APPLICATION TYPE STANDARD RATUMICKNESS Aluminum AS FM 13 209 0.024 inch minimum thickness for roll -formed panels and 0.019 inch minimum thickness for press -formed shingles. Aluminum -zinc AS'1'M A 792 0.013 inch mininutrn thicknes*. AL 50 (coated minimum application rate) coated steel Cold -rolled copper AS I'M B 370 Minimum L 16 o'sq. ft. and 12 oz./sq. ft. high yield copper for metal -sheet roof covering systems: 12 oz/sq. ft. for preformed metal shingle s%stems. Copper AS FM B 370 16 oz.-sq. ft. for metal -sheet roof -covering systems: 12 oz. sq. ft. for preformed metal shingle systems. Galvanized steel AS I M A 653 0.013 inch minimum thickness. G-90 zinc-coate&. Hard lead 2 lbs./sq. N. Lead -coated copper ASTM M B 101 Prepainted steel AS'I M A 755