The URL can be used to link to this page

Home My WebLink AboutEngineering 24 g a 1 .0" Nail Stri p AMf1tETAL11 ' l4TIc f 24 gauge (min) 16" Nail Strip over 15/32" plywood of Vero Beach,Inc. Florida Product Approval Number 170% jjE FCC C®®E C®MP61111 NCE Manufacturer: QT LUCIE ` � Atlantic Metal II of Vero Beach, _ fi' �f3 4310 45th Street, Vero Beach, Obc� www.atlanticmetal2.com (772)257-5730 _ y= Metal Roofing Panels • Metal Roofing File COPY 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. RECEIVE® Substrate/Deck: Minimum 15/32"thick plywood. MAR 2 5 2021 Underlayment: Comply with FBC 1507.1.1 where required. ST. Lucie County, Permitting <' Slope: Comply with FBC 1507.4.2 where required. Max.Allowable Loads&Installation Requirements: 1 Method A: 59.75psf I Install (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 r 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 1804.3.2 (non-HVHZ), as required by Rule 61 G20-3, method 1 D Evaluated By: David Eng, PE _-_.,. . , � Q..• �,�GENs G� Timberlake Cove, LLC LDavidEEng 3324 W Univ. Ave#206, Gainesville FL 32607 '% 't's�zozo.io.o7 No. 81377 OD:22is4+01'001 PE Lic. No: 81377 ��;;::_.-:_.'� CA Lic. No: 33344 This item has been digitally signed and www.TimberLakeCove.com sealed by D.E.Eng.PE,on the date � 0 '• STATE OF lV�� indicated. Printed copies of this document ��T�'•, ctOR`Op are not considered signed and sealed and ehectron ctucopiesst be verified on any IONAI- re t� f FL • NTI y �ETAL 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 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 manufacturerfor further information, or consult a licensed design professional. k I Load Wi 11 -a MIE-C' L.. of Vero Beach,Inc. ----- 2-- — 2 - 13 NI 2', 1 1 12 Instructions: ?� Select the appropriate load table that applies to thel 2 2 a — structure in question. 2 1 2 2 3 a Determine the design wind speed for the project I2 location. a 2 2 ��i a Use the attachment method indicated for that F-- a +- HIP ROOF GABLE ROOF I a Cwindspeed within each roof zone. a 103,0'LESTIW-ZO Th0.YE14MNORD:e.l%11C)1EYERMG%-M ER RUT NOT See Note on previous page. L[5—M-.a---1G 1—.ONTAa C51t£NSfOR CR}FT,�W' OR?$0.TCNV:NTD-M.y OR O'4ZR).Vf LC OOOC 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 gablelhip 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: 24ga 1.0 Nail Strio on 15132" Plywood FL17796.04: 24 a 1.0 Nail Stri 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 1901200 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 Y 1' Zone 2: A A A A A B B B; B -C G ; Zone 2: A A B .'B B , C C e C ' t3R�-1�1R NR Zone3: A A A A B` . .B ::-.B..':.B. ,.,G -G C, Zone3: B :';B B ::' B .:,-C C. C ,NR �lR :NiaNR.: 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 FL1_7796.04: 24 a 1.0 Nail Strip on 15132" Plywood FL17796.04: 24ga 1.0 Nail St!i on 15132-Ply_wo_od Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 1901200 Zone 1: A A A A A A A A A ' _B B`.f Zone 1: A A A A A B B B; B -C C�_ Zone 2: A A A A A A B B. B B 8 . Zone 2: A A A B B B C C CC NR Zone3: A A A A B' 'B :.:B. B C ,";CC- Zone3: A B _B- C. METHOD A METHOD B METHOD C FEMALE LEG SNAPS FDJALE LEG SNAPS ONTO NIALF LEG '�_ONTO NIALE LEG .��-I F F.1A1 I I FG SNAPS � ONTO MALE LEG IC.10 FASTENER (TVP),12"'0 C h AX ;;10 FASTENER,16"O C h1AX :10 FASTENER,6 75"O C MAX 41131 ASI VNEit,(i/:i'O C MAX NR: NOT RATED CONSULT DESIGN PROFESSIONAL AS NEEDED