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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDION File Cop ,ate y BCtS Home :i Lag Tn,..��user Regist»bon { �HaC Tapics."} Submit'Sardiarge�!' stats to Fa"cts � Publiwttons (.�Cantzact Us'>� Bt15 5tte Mtlp t, Links rch Prottat App rovaP ,�uststz ?ubltC'usxr File i e ',>AvdaieL o'r Aani )i4k'Saarctr a�£behc&t an 1:�i�•ApDl�pdo DOH - . Appli<ationTyPe'` Revtston E W1 E E D Code Vbrslvn 2020 APPlicaticnStatuS ApP `CODE COMPLIANCE ST. L CYE/�uCOUNTY �ArchtVed... BOG Producf'Ma tifacti rer; tAmcrAca�i•Slrtitter SySterris Assnclattoh;I'n Addresslt?hone/Email _ 4Zb8-Westroads,[5nve '.. West`Palmaa 33407 Z0 826 bfeeley�easteCntretal coFri Authorrzed 5igttatitre B[1(FeelaY Irodhguez�eaf�trrtetal,com Technical RepreseitaEtve., >Address/Phontl' majl' "' umttty;Assurance=Represen ttve F�ddress�i?hone/Eitiat� Category, ShuEEers Subcategory , '` t��tdrliiin; , Compliance Method. . Evaluation Report from a<r iorida(2egtstsred Architect=or a Ucensed Florida. �rofessronal�rtgin�er . " _' �' Eu��uation Report [{ardcopy CecetvecC - Fonda.Engineer br Architect iUame:ivho d""eveloped$he=lNalten:Et Tdlit 7r P..i:; Evaluation Report<a.; ._ ldvrida License °* 441�7 Quality Assurance;Enttty >(Vational Atxrecitefton anti:Managatent Institute• Q}�aiity Assurance;Contratt;Expiratip[t Qate ';.t2/31j2021 Zia i to ov 3ohlt hlehry Kamfpirtann 3r.- x. alidatfon Gheelcllsk liardcopy Received CertificaEe of independence' ;`t 8 'K 0 Cnr;finr pfiSA 7 3ga'R10 CC7t"Ct3I: S4 8 AbE1 '2'ndF ;Fi3$ r:RiQ° C7Iit72=ASA:.Bf`dt1 Refarenced Standard and Year(of Standard} �, Yeat•', ASihl E 1$86 2Q].Z E15961 201Z aA57M_E,350 2DQ2•m; `EquivatenceufPr`aductSfian'clards .. •:certlt�ea�sy .ection5;TOT tha Garde":. Product RpproYal MethodF': Method.l Option D aateSupinitfed',' 10/15j2020_` " =Date Validated .11/0Q2020 Rate Pending FBC;1iPprovaf= 11/06/1020 t3ate A(ipraved T2/1 20 :SUmma ofPraducts 7777 . .. . . FL# Madei,° Iutrtber ar Name DesC1w tton ` 38Ed Y= Bertha}iV Accordion Shear Blade Extnded aEummum interiocking,blades retaEned by tracks,(tpp. 3 (Non,HVHZ) Dewg 20J465 and bottom}for storm prateckian Limas ofi Use IastaiCait;Ion Instruati+�nsSSA_ _ Approved for ere m HVHZ No 'Fi 389 AM IL DRL1tiNG A BLanpl obi Approved for use 00"J.fe HYHZ Yes Verifiedg8y Atnencan Tast Lab pf South Honda,Inr: Impact Resisti3int Yes _ Created by,Tn`dependerit fhircl Party }es: Desigrf,Pressu[� M/A Evelictatron Reports ` Otherv<Large iNissila LeveE"D"Mais span is;12' �"fqr 40 psf' FL �a R'i i}A P i� ,4� A n�E3 positive-ASD?oaal and 13`-A fer 5 psf negative Asp I d the reatied by Xr dependent Th1rd.Party �'es HV3 aad for HV3 bieile w/u v ndaw bide and B',11°for.6Z psf 9;-k1"for" S5 psPat ll3 blade w/wmdcr blade,ivori Ing;i»unison h)ax s¢an:, `:for}iU��biadewl3�wm;howbladekfi�instalfeEionsanit�;t�etat .:`? ; :Stud�vatis is 79"-for max:ASD pressure rating of72� 72 and; 84�for,,:}64 64;psf See;sheet 5 f4r attier spans and190 pressures • 389 2: , Bertha t1V Accordion Shutisr BladeNl Extruded alurpnuirtiinleriackmg,blades retained.gy tracks;(tap,` ,. Oniy• i!ian F(U,hiZ) Drwg 2(3 164; ahi3:bottorn)fqr storm-pratee0 Lusttts of Use Instaiiai�on instructions Approved for use inHVHZ Na Fia�sg R `i ? # aSSA 6,gD 1 Approved Par use outside N11H2:Ves, Verified B AmencaTt Test Lab of SatftiT l ionda,Ins.,,, Intpacti Reststa t Yes Created by Independent Third Party Yes Design.Pressurh NlA Evalustton Reports Other.Large missile levef D" Max3 SpansEs 16 0"fc+r50 p.s F Fi a9 830 E PER SSA BI aE f negative A5D ipa"d depentirng an cent!?rmates and 1gti�ing rqd Crea..ted by--2ntgperident Third Party .Yes co Jf oration for:the HVS blade,8'=O for+64, 72 p s f A S�E3. load far-HV blade;for Keystone mountings 7=0 7 p s'fi'�'ar metals _ .. stur3,mcjdntings end 8-0`-far 110 p;s 1' for.NU1A-�trgxl+ng iCt ur�ison.'.$ee sheats 7,3Y and 20�respectiveip,of Ingtq atioq • drakvings far other spansar(d pressui�s °" = , 389 3 6er£fia W,bdordto6,Shutter Extru.ik aluminum tnt'erlocking I7lades reEaiged by tracks{tope COMBO,{Ng� EiVHZ), 4rtug 0 163_ .end fsottom)-fo_r stoGm prates.... ;Liras gf Use - __ zost`alMatton instructions Approved for use°jn}fVli2 Na F 8 1t10 11 DE2tV i4�SA Approved far.use outside HYHZ,Yes verifed By.Ximeri Pest Lab of South Florida,Iric 2m acE Resistarit Yes p Created by lftdepen±tent Third Party Yes Des gn.PressuYe EV/A Evatu atigtsaReports Other -Large missiEe Max 16'0'span at 30 P s i ASD load � E.L 2$L4�R,A�$A B�ncf�Y 7 odf for Blade'1 aiTd is'0"for 91ade.2 fee sctiedul an sheet 12 Created by IrtdeisendaritThird Party =Yes -2 an 8 respective►y . ya f 'oiitattU .26QI Maiil5rone kaad:'T'anahass4e-Ft32399-PFian r 65df-sak7 1II24 •_7ha Stata 6f F16rida is an AfiJ�Ea eiilpToyer�8t3!aht 2tTQ7 oT3 S;ate cf FfOnda $riv�cy Statement R�fsrb>TitvStaterttant;���nd St�temerit Undcr'Florida iaTY r3,tiiaii address¢sare pub!(c<retords ifynu dP notwant your e�maii atldress retaaspd in respons�io�pnbBC,Kecardg re4tiastiY do not send etectronic: ' malt to this_enUty tli5tea+T taniact;the ofrice by phone oc by'tradihonat maU if:you have an+-:rne5twrrs,pEca s cdn�act'BSZf.487:1395 "Pu uant to SecKon i59=75{ij, ,. :ftcridr+Statutes„ttfQctiye aStabei'.1,ZDX2(icen54es liteq,ed underci+a�tg�45S;ps musc�Sr4Yida t�+e-[39portmanl�4bltli a(a prt#ai[atldress:rfifiBytirnts a�a�I4e�,�mails. provided may ba used', offidaf.common eat(on w fh tiie`:ucensae klaW�ver email addrQsse5 aYC public iecorc If'you do ifotwish to supp a persapel a3dressr please pXovide the gepa27iant;w`th sty eltiall adQr•$ss`aYl+ich cair¢e fit+Qe ap�T(a6{e 24 the pt1b13c.Tg�{�taTrniizv:�f ycu dre.;2r,ti�'cos�urEor M`haPLeN 455 T:S,please tfFGk liery prxtduc!Apgrovim Accepts Creditartri GENERA[. NQ -$ I.BERTHA RV'.ACCORDION SHUTTER-SYSTEM SFOWN.ON`ks f+R0OL1Ci EYALUARON OCCUNFIIT(P.ED:)kkS 064:V 4ikO fOR'C019?LWJCE;lN.ACCORDANCE:LATH THE20ZD_(78,:E7MDON)OF'THE FLOkJDA - BUlI.IYhYi..CODE TFEiS ACCO 6HA RD£Ot�.,SH,UTTER.SYa1EA1� LL NOT BE ItiSTALLED AT HiQi Y$1.0CITf H,3RRICJVIE ZONES, Ay ^n,t r`+T DESIGN Wwo LOADS-..,SHALT.BE 6ETFRklNED RS""PER S_ECOON-i920&'*M ADOVE'MENTOM.CODE.FOR A&1S1C 8'FND SPM,F;EOUNLED BY THE JURISOfCJ[ON YOIERE•SHUTTER WIl1, Ti'IPLE� OF.. lrV1�1 G1V:1-.S� �._ ON SHEEiS'11;THRU•15,19.&�2D. - (A'S' '� - �. .. .. BE II�TAU;£0 9YIT1!A.D€Rc�CTtONA1RY-FACTOR lGQ�O:BS,-USItX1 ASC£7-16 AND SFL4LL:NOT IXCEED THE tbWMUSf D: ,f)ESION.PRESSURE R4TINOS DEDICATED 'IN`ORDER TO VMtFY,THE ABOVE CONDITION.(X'nwTE,DESIGN.WRM.LO", DETERMINED PEEL A.SLE 7-118 SHALL BE FIRST R£DUC£D"To.A.5.D DESIGN'WIND"LORDS;. kRE`A.1;..FN.S!A©ES & 'BY IkJLM'0NO TNEH'BY 0.6 IN 06t T1 T0.£tl3tPARE Tri'ESE W/t�Wt.'(as.D)D£SW71.PRESSURE`RAT4CS,tNO:"CfiEO ON&�&.E,T5 11 THRU 15.19,&26. GENERAL NOTES SHEET 1 ` 1N OFDE1d 1'0 Vt3tlfY.TlfA7 D9MPONEt4ES AND"R1TCfK3R'i:ON TFFS"P$,0.,AS;SESTED,SY£RE.;NOT PYER.b"7RL'4SEU;.A+33"t qut�REA;E M'N10W/3lE STRESS TOi{.'ISjND'UJAt35 WAS;jjQj USED IN THEIR SYSTEM 604POF1EN 1;-20 .SHEET Z. ANAI.1S15:'HQWEVER.A W:ND'DURATION FACT"CDs1,80-WAS USED FOR VERIFICATION OF:SASTENERS IN WCCQ . .. 1 SYSTEM COMPONENTS 21-37" "SHEET'3 BERM H V.AlX:ORdOH S11UTTQi SY5TEN'S ADEQUACY FOA'WIND AND LARGE MISSILE 1IS7?AC1'TOAD HAS BEEN VEIg('EFp IN.7lCCORib4NCE.VY7i1i.SECTION 160Q.t3 OF THE ABOVE)dEHDONEp CODE AS:PER. TYPICAL SHUTTER:ASSEMBLY 38-44 SHEET 4 ATL IgT>OR1r: ., TYPICAL WatDl11Y"B1AQE'&'W1Nt10W DETAIL. HY Pit �kkd.(D gD27:OJ 03.}07.15;01-EAS,fl aOt-'a-ff214�o1-09. i12 10317 -M:jOBO8.01=iDND:: A 9022MOT-11 AS PER`TAS'-201.TAS 7 ,2 D2 AM TAS 0 PROT000LS.AND/ISTM,E=i,896. AREA 2 W-- 4bt(1)AND M/_WI NDQIAI: AND E-1A85 STANW=(M=ILE,LEVEL D VILND"ZCi&5 1,.2-.{c 3)S#?�O.OT ,A.S.JQ TAS 701,203 I.,203 PROTOCOLS W2GE M5SR E '{QIINER„E' Aw�. . 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CDNNECT[O[F:DETAILS 1-8.CONCRETE/BLOCK SHEET 1( e005-75'%WY Alt AW�tls4lM ExTRLS1ONS 6'Y.CONTACT WNN;DLA61�1R MATERJ�IS"SFW,L COMPLY:WRH S£CRO#ttl-8 Op THE15 ALWdIN4JM D6�GH6WVtCnt_ 4(60MUM SPAN TABLES SHEET i t ANCHOR SCIMQLE-CONCRETE&SLOGK. BEIEET 12 'S.ALL SCT a 10 LSE:;5TAiNLWL L STEEL..,JD4 OR:318 AiSf.SEl1i£'S 0•CDRRO..StON Rt�5TANr COATED CARWN"STEEL:AS PEk:.ft 5D616,WITH 50 kei.YIN.YIELD.SWOMH AND 9O W.UK TE')MLE�STRENGTH, - ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 1.3 AND StiALL C06lPLY'W/'ROfdOA BlJ6.q`ki.CODE.S�1.'TION 2ii1.3:3.4.: ' ANCHOR SCHEDULE-CONCRETE dr BLOCK. SHEET 14' .: 6.BbLTS-70-Be A5M A 3O7'CALVANI2ED STEEL,..OR AM::304::OR:316,$V r5 BfANUESS'SFM WITH 35.'W MINUUM YIELD STRCtlm. MCHOR SCHEDVLE-WOOD SHELL'15 .. 7.SEE'.HEM FULLOM7N0 SHEETS'FOR:ANCHOR SPECfiiCATt6t.5:Hy_S ADE(}+. 12,11.14,11S'"20 INSTALLATION DETAILS M-R WOOD StTEEf 16 . (SfALIATION DETAILS S-Xr WOOD SHEET 17 Hv:8LA6E Q.lc Q 1Vomw.IN UNISON. t?1S h 15. 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