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Home My WebLink AboutProduct Approval ,metal i 1/4/2021 Florida Building Code Online I u,. I r + . BCIS Home Log In User Registration ` Hot Topic ' Submit Surcharge ( Stats&Facts Publications Contact Us �+ BCIS Site Map ` Links iSearchi x ,. t Product Approval ;USER:Public User ProductAgoroval Menu>Product or Application Search>Application List>Application Detail FL# FL17796-R2 Application Type Revision Code Version ' 2020 Application Status A REVIEWED F Approved COCODE LI Comments Archived ST° LU IE COUNTS (�' CC Product Manufacturer Atlantic Metal II of Vero Beach,Inc. Address/Phone/Email 4310 45th Street Vero Beach,FL 32967 (772)257-5730 Kim.lasky@atianticmeta12.com Authorized Signature Kimberly Lasky ° I Kim.lasky@atlanticmetal2.com �i'�� Copy opy I 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 the David Eng 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 FL17796 R2 COI 24ga 1.5 Nailstrip—Rjywood•p I Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 I Equivalence of Product Standards Certified By j Sections from tfie Code https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjKv7zYVGsdnivgNcyly79aw9JHDssgpg%3d%3d 1/3 I � I 1/4/2021 Florida Building Code Online 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 Description 17796.1 01: 24ga 1.5"Nail Strip over 24ga(min) 1.5"nail strip standing seam panel over 15/32" Plywood (min)plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 II 24ga 1.5 Nailstrippjywood.pf 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 FL17796 R2 AE 24ga 1.5 Nailstripp1vwood.pdf 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" Plywood (min)plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 II 24ga 1.5 SnaoLock -qgd.pjf 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 FL17796 R2 AE 24ga 1.5 SnapLo k ywoo 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 II 032 1.0 Mechanical 2lywood.pd� 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 032 1.0 Mechanical gjywood.pdf 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 FL17796 R2 II 24ga 1.0 Nailstrip2lywood 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 24ga 1.0 Nailstrip plywood nonHVHZ.pdf Created by Independent Third Party:Yes i 17796.5 05: 24ga 1.0"Snap Lock over 24ga(min) 1.0"snap lock standing seam panel over 15/32" Plywood (min)plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 II 24ga 1.0 Sna Lp ock ply wood.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/-131 Evaluation Reports Other:Refer to evaluation report FL17796 R2 AE 24ga 1.0 Snal2l-ock pjywood.pjjf Created by Independent Third Party:Yes 17796.6 06: 26ga 5V Crimp on Plywood 26ga(min)5V Crimp exposed fastener panel on 15/32"(min) plywood Limits of Use: Installation Instructions Approved for use in HVHZ:Yes FL17796 R2 II 26ga 5VCrimpR),ywood.pd( 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 FL17796 R2 AE 26ga 5VCrimp2lyw o .pdf Created by Independent Third Party:Yes I I back Next I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjjKv7zYVGsdnivgNcyly79aw9JHDssgpg%3d%3d 2/3 i 1/4/2021 Florida Building Code Online Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.C2Qylght 2007-2013 State of Florida.::Prlvaw 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 ere'. Product Approval Accepts: t Credit Card ;Safes I I I I I i �I I I https://www.floridabuilding.org/pr/pr apo_dti.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjKv7zYVGsdnivgNeyly79aw9JHDssgpg%3d%3d 3/3 I I i i i. 1; 26ga 5V ! rirnp 26 gauge (min) 5VCrimp 15/32" plywood oveoaecn�rnc: Florida Product Approval Number 17796.06-R2 �... . M _ E a. anu facturer• E Atlantic Metal 11 of Vero Beach, Il. nc x 4.310 45th Street,Veiro Beach, FL r.,` , www:atl6nticmetal2.com (772)257-5730 Metal Roofing Panels • Metal,Roofing !� - Accessories Custom Metal Fabrication ! t Product: Exposed fastener panel with nominalrib height of:0 375"and 24"coverage. Material: 26ga or thicker-steel with yield strength of at least 50ksi, and corrosion resistance per FB.0 Fastener: #9 x 1.5"fastener with.sealing washer, compliant with FBC 1506.6. f j Substrate/Deck Minimum 1:5/32"thick plywood.. I Underlayment: Comply with FBC 1507.1:1/1518.2 where required: Fire Barrier. Comply with:FBC.1516.1 and 1516':2 where required. Slope: Complywith FBC 1507.4.2/FBC 1515.2whererequired: Max.Allowable Loads&Installation Requirements.; ► Method A: 108:5psf Install#9 x 1.5"fastener in 12"-12" pattern Method B: 156.50sf I 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. Thrs product as described has demonstrated compliance with Florida Building I 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 t f Evaluated By:. David Eng, PE Timberlake Cove, LLC 3324 W Univ,Ave#206, Gainesville FL 32607 P �C3 N PE Lic. No:.81377 GA'L 333'4 Daid E E No : n g r 377www. imberLakeCove com 50T :21:56+0100_r * I This item has been d-g AM signed and sealed by DI Eng,PE,on the date '�Q STATE OF indicated Printed copies of this:-ocument f w tORtt)A i.. are,not considered signed andseated;and the signature must be yenfied an any isS/ONL II electromccop.es �//ttl.11l�� ;< FL • • 1 • Technical Documentation: of,Vero Be�ch,xac• This product has been tested to the TAS 125lUL 580 standard by Force , Engineering(TST-5328), report 115 0127T-07A=C and''to TAS 100 by a Farabaugh Engineering and Testing(TST=1654) report T130'-07.As referenced'in FL 17796.06-R1 I � Certification of Independence: David Eng, PEiand 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 willlacquicea financial'.interest in any s o ottity in volved in the approval procesf the product: heren ':. t Exclusions&Limitations: Design of deck and roof structure(to include deck attachment) 1 shall be comple d b tey others."Fire classificationand shear diaphragm design are outside the. ." scope of this evaluation.Accelerated weathering/salt spray is outside the'scopeof this. . evaluation. Installation shall be subject to'the local building code a;nd authority having, ,- jursdiction;this report shall not be'construed to supersede local codes in force: ' T.his eport r is.,.hrnited to compliance with structural wins! load:requirements of FBC 1 504.3.2, 1 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 6 9 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 ; as. 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 7-1.6..Use;of these tables assumes that the structure • Enclosed d building and:conforms to'wind-borne debris provisions and is a:regular shape � • Is not subjectto across wind loading,vortex shedding, or instability;.nor does:it have a site: � location for which channeling or buffeting warrant consideration Engineer%ng analysis maybe completed by other licensed engineers for project;specific ,� approval by local"auth'orities having jurisdiction Load Tables: NOTE: ASCE 7-16 and FBC'2020 adopt-a 7 zone concept. For the'load tables be-low,the worst case:was taken for each-:zone a'nd 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 - � Combiriin these zones creates a clear,sim le scheme, atthe ex ense ofsorne desi rn 9 P P. g efficiency. 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I'�-.,'...-111.:.�.':...;n 1:1d,,"-1:,1:,11..i-.�.,,....�, �.-.-�-�I.-—I...I.I� -,,-.I:I:.. I :; At Vero.-D ach,ino.,Fu,i,.1.....-I..I.. 2 3 1 —�..,P,1I.� -..--.F�1.1 II...-�..--.-!I..�� 2. 1 1 2, In 'trUCt1011S: 2 Select the appropriate load table"that applies fo the z 1 2. 2 3, a s .structure in question. 1 1 2 Determine the design wind speed for the project 2 location �=- 3 s Use the attachment met o iindicated for that ',a�a Aj, , f cne�RooF a windspeetl.within each'roof zone. , ..*MQFIL TKO�„K ,g , ,a,„.�, R,$ ,,„Qf See fVote'on previous page. I i "lC$81)1+1N ERNEIi aiIQF LF.tSTNCk�29Mnt oafE„Wau°RaFT(O.bMF, - aHnsnERmi„en erpesia„a+on't+lwrrdcr�eescooe ROOF ZONES FUR GENERIC., U.ILDING,' 1. 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 1.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" PI wood 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 I- u A " A A A A P� -A- A . A A A ; Zone1 A Af Ay�AAA A A A A M..,�. ; Zone 2: ;, A A A A` AAA A 11,;A A4 Zone 2 �,A A�: A y h A B 911 r. Zone 3: A. .,A., /q , 11 A A. ;,=11 AA AF' $-1;1.., Bm Zone 3 A... .A,;,11 A ..:A I . 1. Use this load table for structures which m11 eet 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 H11,11 ave either a flat roof less than 7°,hip roof with 1.Have either a flat roof less than 7°,hip roof with max slo1. pe of 12:12,or gable roof with slope between 4.4:12&1212 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 FL17796.06: 26 a 5VCrim on 15/32" Plywood FL17796.06: 26 a 5VCrim on 15/32" PI ood 11 Wind 105 110 120 130 140 150 16xNr-0 170 180 190 200 :;Wind 105 110 120 130 140 150 160 170 180 190 200 .11 Zone 1: A €A 11 A' A A A A k A g� A, A' A Zone 1 A AI-QAA A A A A x A' B ` Zone 2: Aw A Aa A A A A A A A . Zone 2 A A�N A"-AA` A A . A B .c' amp - 6:3 �a so "�': Zone 3: _ ,A,r.A- A„ A A_, A�. A . AAA :, Zone 3 iOX .Aa A :,<jA. , A11, METHOD A: 12" C}C METHOD B: fir, OG NR NUT RATED 1 1I. 2" 12"; CONSULT DESIGN PROFESSIONALAS 1 NECESSARY1. ''^. , .. f ._ :: 9 X 1-12 .FASTENER WITH SEAIING,INASHER M M �� V11 IF • • •