Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL - STRUCTURAL WALL4/3/2016 Florida: Building Code Online 10 Ivolf, ans.Horne pLby l., I userRegistiabon i' HotTophs .i Su6tsI Surcharue �. Stats'&fth Publication fat Star gas Site Hap( Unks i Senrdl I la )Ueoduct SegrPbUoApprovalsceu PrntlueCatfpravarMceti-.+prndiict oc Apyllotlan-searchs dypucaElon Usi b Appilwiion:oetall FL PL6702-R5 SCANNED Appitcattort 7Ype Revision v Code• Version Z017 B i Application Stafus Approved St Lucie County Comments_ Archived I Product Manufactui& Caroiina Carports,Inc. Address/Phone/Email 197 Cardinal. RldddrTrail Dobson, NC 2701fi (335),367-6400 FLvalidatlon@yahoo.com Authgrize4Sign6t6re. robettcope, jaslln.c@ carols nacarports;com Technicai:Represen tative Address/Phalle/Sinai( Quail ty; AssuranceRepre" entative Address/Phone/,Email i Category Structural Components Subcategory Structural Wall 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 Terrence E. Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Xnc. Quality Assurance. Contract Expiration Date 63/14/2b27 Validated By, Brian7aks, P.E. Validation Checklist -Hardcopy Received Certificate of Independence FL6702 RS COI' Letter of Certificatiampdf. Referenced Standard and;Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 170.9.2 Method 2 Option B httpsJwww.flaridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgtploPjbBuS3h8swa5aoOlFgeqXWnt3atY%3d I 1/2 i i 4/3/20181 Florida Building Code Online Date Submitted 09/15/2017 Date Validated 08/17/2017 Date Pending FBC Approvaf 00/21/2017 Date. -Approved 30/ib/2017 sutnitraris. nr. Piaduers FL # Mdaei, Number or Name DesiTrption 67,02:1" AG Panel 26 Gai..AG wall P.anet aver open "Ming. Limits of, rise Approved for'use in-HVHZ: No IrisEallation Instiucttoils. FL6702 R5 II 26'Ga AG Walt Panel--Secured.odf Approved for use autsid'e HVHZe Yes Verified By Terrence E; Walfe, PE.44923" ImctpaResi§taut N/A Created -by Independent Thtfd Party: Yes Design Pressure f57:3 psf( 62X psf Evaluation Reports Other See EVaruatiart Report facvanous desfgn pressures. P16702' RS AF 79 i"a AGMail. Parr I Secured,pdf Install Per miarlufactu�er`s Mallsi'N& for use in HVHZ Zones. Created by, Independent: Third Party: Yes 6702:2 AG Panel, 29 Ga. AG Walt Panel tsver open framing Limits of'dse pproved for use ln'MVHZ: No Installation ln`structioris FL6702 RS IL'29 Ga AG Structural Waif Panel NON HVHZ - Secured:adf Approued for use 0jitslde HVHZr Yes Impact Resistant. NIA Verified By. Terrence E., Wolrer P.,E.44923 Desigrf. Pressure: +aY.6 F5F/:51.3 PSE 606'd by Independent }filed PaitY/: Yes° OtheimSec.Evaluatfois Repoftfocvaikod`,design pressures, Evaluation Reports, ansf I'per manufacturer's de-talis! Not far use in IM4Z'Zones. FL670 RS�AE 20 Ga AG Structural Wall Panel NONE HVHZ - Secured.p)df. Created by Indelpendent:ThIM Parfyi;Yes: 6702:3, Dut4h.Lap_Pan LO 26 Ga. Dutch Lap }Nall Panel aver open:framing Limits of Use InstalfatiamInstruciions Approved for use irr HVHZ} No°. FL6702 R5. II Dutch Lap'Metal Wall Panel NdN HVHZ - Secured.p If Approved for use outside HVHZ: Yes Impaetii Resistant: N/A- 'Verified By: Terrence E, Wolfe,: P.E. 44923' Design IP.resSure:,+24:4 psf/-26.0 psf Created by. Independent Third' Party: Yes Other. See Evaluation Reportfor various design pressures. Install per fnatiufacturer's details. Not for use In HVHZ zones. Evaluation Reports FL6702 115S AE Dutch Lap Metal Wall Panel NON HVHZ - Secured•pf� ' `;Created 6y Independeq-Third.Party: Yes 67024 Dutch Lap Panel 29 Ga. Dutch Lap Wall -Panel over open, framing LI M14 of Use. Installation Instructions - Approved.for use in HVHZ: No FL6702 R5 II Dutch I ap M "tal Wall Amtl non, hvhz secured.pd Approve-dfor.use Outside HVHZ: Yes impact Resistant: N/A Verified By,: Terrence E. Wolfe, P.E. 44923 benign :Pressure. +35.1 psf/-35.5 psf Created by Independent Third Party: Yes Other: See Evalnatiori Report for various design pressures.. Evaluation Reports Iristall per manufacturer`s details, Not for use In HVHZ Tones. FL6702 RS AE Dutch Lap, Metal Wall,Panel non hvhz secured,pdf Created by Independent Third Parry: Yes' 0 0 conractUc e: 2601 91air Stone Roadjbilahassen FL 37399 Phone' 850.487-1074 The State of Florida is an AA/EEO employer. yrioht 7007-7013 State of Florida, :: PrivaSy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emall'addresses are public records. If you.do not want your e•mall address released In response to a public -records request, do not send electronic mall to this entity. Instead; contact the office by phone or by traditional rhall. Ifyou ha4eany questions, please edntaa 8SCIA87.1395. -Pursuant to Section 45S.27S(1), Florida Statutes, effective October J., 2011 licensees licensed under Chapter 455; F.S. must provide the Dgpartrr:ent with an emall address it they have one. The emails provided may be used.far. official communication with the lleensM However emall addr6ses are public record. If you do not wish to supply apersonal address, please provide the Department with an emall address which can be made available to the public. To determinc If you area licensee under Chapter 455, F.S., please dick hem . Product Approval Accepts:, Credit Card Safe i https:/Iwww.floridabuildifig.org/pr/pr app_rill:aspx7param=wGEVXQwtDgtploPjb8u53hBswa5aoOlFgeqXWnt3atY%3d 212 ]Force Engineering, & I ' esting.Inc. 1953D Runblcwddd I3mc _;TX.,77333' P U rod ct:120,14'atim k0k CAROLINA CARPORTS, INC. 26'Ga. AG Wall -Pan I civet open g top ftqffibig 40rida.-Product Flod' B d ng Per RU e 6IG203 WthiDd: 2 -B a - categr I Components. _ V: StrOi�tura Sdc cajegoq.'-Stiucfutal Wall, jqornplja'hee NletNod 6IP263' ..005(z)(b) go i Hvtiz Product_ Manufacturer. ear'61ina' Cbrp'orts, It nc. 187 Ord 'inot Ridge Trail Dobson, N6 776.11 Engineer Evaldator: Terren' c&E. Wolfe,- P.E.'# 44923r F16rIda-lfValU01Q-'h ANEID: 1920 Validator Brian. Jaks P.E. 970159 Contents: Evaluation Report Pages 1-4 �.c E. E 0 E t4.S No. 40e STATE OF 0 xl' cub. MUM ORAL FL# 6702.1 RS August 16,2017 rFo,., EnginOnng& T, , e ng Inc. 1753'0 belbIN , nuin17330! Cbrriplibifee Statement: The product as described in, this, report has demahstratOd camp -fiance with the, Florida Building,Codd 2017; Sectibris-1709.2. Priddua 00scrip rtion: e; througft, fastened structural wall, panel.' AC-, Wall Panel, 26 -da. Steel, 36,'- Wide; Strudural Application. P6nell-Materiall/Standa,rds: It cdtply. With Florida building Code: Material. 126 Ga. Ste6l, panel inateri5i shalt 261 Sedioh:1462 Yield'Stti2ngth..M,in.'80-;G'.Rsi Panell Mmension(d)-, Thkkn6ss: 0.0 " min. &d& t �kn h.l. es_s Width; 36I maixiMum',cove-ra, ge Rlb m ajo—e r i b a t 91110,C. Panel Rollfortner MRS Metal Roflfdrrni6g.Sysf6ms' Panel 'Fastener: #12--j:4x'/,"HWqsbff3 with sle (16mm) diameter sealing Washing or approved equal ' 6rrosiah Resistance: Per itlorid'a'Buildlifg Code 2017. bubsitrate. Descriotidn: Minimum 14 Ga.. (PrAde, 80). Steel taeffa mink qr minfrotfrin is Ga;,(Gracie 50), 5teeFhat ehanrfel purllns/girts. , SeejablEIA for steel:g6ug - e. Framing must be u-Ildihg Code 2017. designed'in accordance W/ Fro'ridb Building AlloWa6ld Design Pressures: Ma0up(jrh Design pra ssui ie 1 49.9 - P I Sf -6 , 2.5 Psi 41.3 pif'_ +46a 04f. 45Y3 psf Pane{ Fastener.Pattern: 1-141 2LI-, 2-1-2-1. 2.1-2.1. Panel Span: 5,-0" O.C. .4'-& O.C. 4'z0? O.C. 5'•0" O.C. N4, OX. Subs"Ite; min. 14 66, Steel Framing Min. 18 Gg'. Stdel Frarning Mh 14 G6, Steel Framing Min. IsGW. Steel Framing, Min; III Ga. 2eal Framing -uesign vressure inctuaes a 3aiety raum = d--v- C. C ly • No. 419 Jug.- STATE of 0 3LI 039M 0 N A Ft# 6702.1 R5 August 16; 2017 Force Engiii eOft &,Testing lire. 19530Fiimbk,s OodJDAiL Humbfc,77S 77338' {rode CiDMOIiance:. The product described herein has demonstrated compliance with Tile Florida duiildina Code 2017, Sectlon;170 2: Euaivation-RepartSebpe: Tho product evalud- ion is limited to _coittplianee: with the structural wind load' requirements o€{fie Flarida;BuildingCode 2017;•as relates to Rule 61620-3. Oerforma-ncd Standards: The product described herein has demonstrated campiiance with: • ASTM,E;1592 05(2.01Z) Test method for. structural peifdrm "ante of'sfieet metal'r.6 f and siding systems 6y uniform static air pressure difference Elefeience Data: 1. ASTM E B92-05 Test Force Englneeiing &Testing, Inc. (FBC Organization '#TgT 5328) RepotY No.183=0a63T-16p-E Z. Certificapavf jn. ependence By.Terrence E: tNoife F:E (No. 44923) @ Force Enginderirig & Testing; Inc, 'ANE;lb:1920) (likOrganization TestStartdard Equivalency: The A5TM E 1592-65 test standard is equivalent to•'the-ASTME 1592-05. (2012) test standard. ClualityAssurance Entity: The manufacturer has established compliance of wall panel products.in accordance.with'the Florida Bullding Code and Rule 61620.3.005 (3) far manufaia4ring-under a quality assuranee•progeam audited-byan approved quality assurence.entity. Installations Install per manufacturer's recomrriended details. Insulation: Manufacturer's approved product(Optional) Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the.scope of this report. ,���i ► ti ti r r of i rr4,r E CeNSF{T<,� No. 4i9 n t. • A • STATE OF : m ID OAd Ixtn ill f, 0 Nt L J15111, FL#'6702.1 R5 August 16, 2017 i I rF6wp:EngihC&nng &,Testiiig,xnc. 59530; Iiasnbleciaod Dri4o , H"i I,;,TX 713.38 Design Procedure: €lased on the dimensions of the structure, appropriate wind toads are determined usingChapter,16'0theFloridaguiidinyCodeaoi. fdrwailcladding wind toads Tfiese Component wlrid-loads foc wait cladding are -compared to fhe allowable pressure listed aboJe: The design professfonafshall select the dp"propriate erection details f6 referente in his draViings far proper fastener atticliir 007fiisstructure and analyze the parcel fasteners far pullautarid pulloder. Support framing musi 6e in.campliance with.Florida Building Code2017 Chapter 22-forReel, and Chaptai• 16:for structural loadfng, i I i M 6702.1 RS %I l l It rr'r' C E.O �♦ ¢•�.t CENSF���. f1o. �{49 • STATE OF ; a �i��` • FZ 0 RI � p` �4.,. sasalnari �i �•g 61' ♦♦ Q06 rxm l��r "ItNr rttill"���� August 16, 2017 i PANEL. FASTENER 244-1 PA?FERN -0R MIN. 14 GA:, kvKAOE 5U)-STEEL TUBE HWINC. (SEE'TABLt A FOR:SPACRIG) g12-14 x 3/4' KM Soya w/ sjo" (16mm) WMAOER-SEIZING WISHER `+ti�C4YCtA1fiJ�7r 01. `yGE E. Stnlo e Flortde .� Q` G E N S �•i aaa/ro oOA No.44923 � STATE OF +, . <0R1 August 16, 2017 PANEL. FASTENER 244-1 PA?FERN -0R MIN. 14 GA:, kvKAOE 5U)-STEEL TUBE HWINC. (SEE'TABLt A FOR:SPACRIG) g12-14 x 3/4' KM Soya w/ sjo" (16mm) WMAOER-SEIZING WISHER `+ti�C4YCtA1fiJ�7r 01. `yGE E. Stnlo e Flortde .� Q` G E N S �•i aaa/ro oOA No.44923 � STATE OF +, . <0R1 August 16, 2017