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Home My WebLink AboutAPPROVED, 2464 Iroquois Ave Metal PABCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search k : Product Approval `USER: Public User dbpr k-r Product Aooroval Menu > Application Detail FL # FL17796-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Atlantic Metal II of Vero Beach, Inc. 4310 45th Street Vero Beach, FL 32967 (772`'S7 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 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_COI 24oa_1_5_Nailstrip plywo, od.odf Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 httos:iIfloridabuilding.org/pr/pr_app_dti.aspx?oaram=wGEVXQw... 2bot23mL8HofiKv7zYVGsdnivgNcvlv79aw9.1HDssgpg %3d`'o3d 4128121, 12:26 PM Page 1 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 17796.1 Model, Number or Name Method 1 Option D 10/06/2020 10/15/2020 10/25/2020 12/15/2020 O1: 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 17796.3 03: 032 Aluminum 1" Mechanical Lock on Plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-101 Other: Refer to evaluation report Description 24ga (min) 1.5" nail strip standing seam panel over 15/32" (min) plywood Installation Instructions FL17796 R2 II_24ga_i_5_Nailstrip p» ywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17796_R2_AE 24ga_1_5_Nailstrip_plywood. df Created by Independent Third Party: Yes 24ga (min) 1.5" snap lock standing seam panel over 15/32" (min) plywood Installation Instructions FL17796 R2 II 24ga_1.5_Snapl-ock plywood.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17796_8-AF-24ga�1.-5_Snap ock_plywood.pdf Created by Independent Third Party: Yes Nominally 0.032" aluminum (or thicker) 1" mechanical lock standing seam panel on 15/32" (min) plywood Installation Instructions FL i7796_R2_Ii_032 _1�0_Mechanical_Rlywood.od{ Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL17796 R2 E_032_j,Q_Mechanical_Rjyw -df Created by Independent Third Party: Yes 17796.4 04: 24ga 1.0" NaiLStrip DPlywood 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 Ngilstrip pjywood 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_2Agg_1.0_ ailstri -_plywood_nonHVHZ.pdf Created by Independent Third Party: Yes 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 24ga (min) 1.0" snap lock standing seam panel over 15/32" (min) plywood Installation Instructions FL17796_R2_I! a ga_1_0_Snapl-oc _ I -w-Q =p�f Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports F l� 7796__R2_AE_24ga_%G_Snap ock pj-w-g pdf Created by Independent Third Party: Yes 26ga (min) 5V Crimp exposed fastener panel on 15/32" (min) 4 Plywood 4 _A https:/Ifloridabuilding.orglpripr_app_atl.aspx?parani=wGEVXQw... io2bbt23mL8HofjKv7zYVGsdnivgNcyly79aw9JHDssgpgl�o3d°i 3d 4/28l21, 12:28 PM Page 2 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-156.5 Other: Refer to evaluation report Installation Instructions FL'17796_2,2_U_22�a_5VCrimo_pl w pff Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL1779 _R7_AE_7kgA_ r cop--aW92A pdf Created by Independent Third Party: Yes L= Contact Us :: 7601 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 bgm-• Product Approval Accepts: M El [�;_Rw EE M Credit Gard Safe 6ittps://floridabuijding.org/pr/p._app_dtl.aspx?param=wGFVXQw...%2bbt23mL8HofiKv7zYVGsdnivgNcyiv79avv9JHDssgpg%3d%3d 4128121, 12 28 PM Page 3 of 3 24ga 1.0" Nail Strip 24 gauge (min) 16" Nail Strip over 15/32" plywood Florida Product Approval Number 17796.04-112 Manufacturer: Atlantic Metal II of Vero Beach, Inc 4310 45th Street, Vero Beach, FL www.atlanticmeta12.com (772) 257-5730 Metal Roofing Panels • Metal Roofing Accessories ` Custom Metal Fabrication NTIC ETA L of Vero Beach, Inc. 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. Max. Allowable Loads & Installation Requirements: Method A: 59.75of I Install (1) #10 x 1"fastener in panel slot at 16" 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 ��lttttflllffl C%.SaV,C_EItS G' David E Eng 2e20,10.07 No, 81377 00:22:54+01roo-= �r CA Lic. No. 33344 This stern has been digitally signed and W' C — www.TitxiberLakeCove.com sealed by D E Eng, PE, on the date ;�0, ' . STATE OF ' (V indicated. Printed copies of this document ffT�4 QRtt7 are not considered signed and seated and the signature must be verified on any lr�s/(gyp r electronic copies f t t p• 1 1 f i l g L q \� �$ Technical Documentation: This product has been tested to the UL 580 standard by Force Engineering of Vero Beach, Inc. (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 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. 125" 1,25---1 I i- I = I C , SNAI IS ONTO hI11ALE LEG #10 FASTENER (TY P), 12' 0 C MAX #10 FASTENER, 6 7V 0 C NIAX — 2.� a 3 ............. HIP ROOF GABLE ROOF 2. ....3-1 ............ .... ............. —a — 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. See Note on previous page. 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 gablelhip 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 13, 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 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 12:12, or gable roof with slope between 4.412 & 12:12 max slope of 12:12, or gable roof with slope between 4.4:12 & 12:112 Have a mean Ro-,if 1--leight of 30 feet or less Have a mean Roof Height of 30 feet or less FL17796.04, 24ga 1.0 Nail Strip o.LiJ5/32'j_E!ywood FL17796,04-_24ga 1,0 Nail Strip_pn 15/32'®,..,R;yw1god 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 B B Zone 1: A A A A A B B B B C, on 2: A A A A A A B B B B B Zone 2: A A A B B B C G Zone 3- A A A A 6 B B B C C C Zone 3: A B B B C C Q C' METHOD A METHOD B METHOD C f (VAL E F -6 `;NAPS�i ON I Q, MALL LEG —ell 0 FAIS fENER 16'0C.MAX FP;,,kt I',,- SNAPS ONTO I,IAl-;- #10 FASTENER. 6 75'O C NIAX NR- NOT RATED CONSULT DESIGN PROFESSIONAL AS NEEDED