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Home My WebLink AboutEngineering e REVIEWED • � 24g a 1 .0 Nail Strip CODE c n�pL A NTIC ET 24 gauge (min) 16" Nail Strip over 15/ TpkYQ COU beach,Inc. Florida Product Approval Number 17796.0MCC Manufacturer: Atlantic Metal II of Vero Beach, Incw " 4310 45th Street,Vero Beach, FL www.atlanticmetal2.com �r (772)257-5730 Y 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 orthicker steel with yield strength of at least 50ksi, and corrosion resistance per FBC 1507.4.3. - RECEIVED Fastener: #10 x 1" pancake-style fastener, compliant with FBC 1506.6. Substrate/Deck: Minimum 15/32"thick plywood. MAC 2 5 2020 Underlayment: Comply with FBC 1507.1.1 where required. 5T. Lucie County, Permitting Slope: Comply with FBC 1507.4.2 where required. Max.Allowable Loads&Installation Requirements: Method A: 59.75psf 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 P P P 9 Code 2020, Section 1504.3.2(non-HVHZ), as required by Rule 61 G20-3, method 1 D Evaluated By: ��` �p E. David Eng, PE Timberlake Cove, LLC zozo 10 07 No.813779 = 3324 W Univ. Ave#206, Gainesville FL 32607 �' . PE Lic. No: 81377 00z2:54+01aa CA Lic. No: 33344 This itemI's been digitally signed and �� 1 www.TimberLakeCove.com sealed by D.E.Eng,PE,on the date 0 '• STATE OF �� indicated. Printed copies of this document '�`� •. FtORIDP.•' \�� are not considered signed and sealed and G the signature must be verified on any �s`s/0NA1_ electronic copies v_- NTIC IT M��- ET'-- -�- N 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 61G20-3. Neither Timberlake Cove northe 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 subjectto 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. Contactthe manufacturer for further information, or consult a licensed design professional A FL • • 04 s STables ti ri("I"i�- E'`AL . of Vero Beach,Inc. a� K21 2 2 3 1 2 Instructions: J Select the appropriate load table that applies to the % 2 2 3 —�,--ar structure in question. 2/' 1 1 z T Determine the design wind speed for the project i ///// location. a 3 22 3 a Use the attachment method indicated for that a L.-- HIP ROOF GABLE ROOF --J a L windspeed within each roof zone. LIO%OFLEASTHOIZONTALDJGNSION OR 04h.%VHICHEVERIS S%I LER.00T NOT See Note on previous page. EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3 T(0.9M) OR AS DETER—ED BY DESIGN OR OTHER A CABLE CADS ROOF ZONES FOR GENERIC BUILDING i 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 FL17796.04: 24 a 1.0 Nail Strip on 15/32" Plywood FL17796.04: 2 a 1.0 Nail Strip 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 180190 200 Zone 1: A A A A A A A A B B B Zone 1: A A A A B B B B C C- C Zone 2: A A A A A ! B B B B C C' Zone 2: A A B B B C C FN;R. NR N,RZone 3: A A A A B B B B C C C Zone 3: + B B B B C C C N,RR OR 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 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 4.4:12&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: 24ga 1.0 Nail Strio on 15/32" Plvwood FL17796.04: 24 a 1.0 Nail Strip on 15/3Z PI ood Wind 105 110 120 130 140 150 160 170 180 1.90 2.00 Wind 105 110 120 130 140 150. 1.60 170 180, 19_0. 200 Zone 1: A A A A A A A . A A ` B B Zone 1: A A A A A ' B B B BC C Zone 2: A A A A A A , B B B B B Zone 2: A A A ,B B B C• C C C NR Zone 3: A A A A B B B' B ' C C C Zone 3: A B B B ` C C C C NR NR .NR, METHOD A METHOD B METHOD C FEMALE LEG SNAPS FET IALE LEG SNAPS �1.25 -�j�1'25 --1 �✓ ONTO MALE LEG ONTO F,1ALE LEG -FE LEG SNAPS ONTO MALE LEG M FASTENER »10 FASTENER,16"O.C.MAX »10 FASTENER,G.75"O C.MAX (TYP),17"O.0 MAX a10 FASTENER,1.75'O.C.fv1/X NR: NOT RATED CONSULT DESIGN y_.r PROFESSIONAL AS NEEDED �-- :..�. i .z �r