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Product Approval
'f Bcig Noma.;..log Io 1 user ItegWation HM:Topi6 1 Suhm(-Surcharge stats:&Faits WhriiHticns} faC:�tsH'i.,liGis Site D �� flaks ! Search gUSif1Pir5 :) PCOM SSI ftGI� EwApp USER: Nroval used:PLblicuser PrrooleLct Aeorara1 Keno>?rodud.or AwlirafY�n Seams>Aoe:6caPa.l+st s ieation Detail FL389rR8 '" ': Appl3gatlon Type Revision # Cvde-Version 2034 `€ A6011cation Status Approved i Comments Archived t Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email. 42.68'Westroads Drive West jP61m.Beach,FL 33407 (561)209-8263 I tifeeley@easternmetal.com i I Authorized Signature 8111:Feeley I rod rig u ez@eastem meta 1.co m j T4chnical Representative Address/Phone/Email 's i I Quality Assurance Representative F Address/Phone/Email: i I Category hatters S6bcategory Accordion f i C9mpliance Method Report from a Florida RegistereEi-Achit. or a Licensed Florida'Professlonal Engineer 0! Evaluation Report—Hardcopy Receiver 1 Florida Engineer or Architect Name who developed Walter X.Tillit,Jr.P.E. t4 EV Evaluation Report Fiprida License PE-44167 I Quality Assurance Entity National.Accreditation and Management1l;Itute Quality Assurance Contract Expiration Date 12/31/2027 Validated By John W.Knezevich,PE t:;i Validation Checklist-Hardcopy Recelvtid 1 Coroficate of Independence FL389_ Cgitly, f QROtt7 I NdrIH-Hz; j Referenced Standard and Year(of Standard) Standard i Year ASTM E-1886 2005 ASTM E-199.62005 ASTM E-330 ;`s 2002 TAS 20i,2o2,203 1994 1 Equivalence of Product:.Standards j CQrtified By. I i Sectioris from the Code I i i i t 3 Product Approvah Method Method 1 Option D i Date.Submitted 04/29/2015 Date Validated 04/2912035 Date'Pending FBP Approval 0$I07J2Q15 DIteApproved 06/22/2015 �3 Sommary of Products. i FL •'Modele Number or Name Description i 3139,1 Bertha MV Accordion Shutter- Extruded atilaiinum interlocking`blades ret lined by tracks Blade'3-(Non-MVHZ)..-Drwg 15- (top:arid bottom)for storm prot4ction 086 'i Limits of Use Installation Instructions I Approved:fot usein INVI No EL3.9 RS I( A S A S 'NC )R°/G.Ia",4IS 0X, Anproiied :for use outside HVHZ:Yes Verified By:American Test Lab of South - orida Inc. . Impact.Resfstaiitr Yin Created by Independent Third l rty:Yes Ori Pressure:NIA Evaluation Reports other Large Missile Level ed".M,ax span is 12'=7'for 35 psi FL33g5 RS AE A o c n INC p R. .yr".YS^i r3G,i;1 posltive ASD load and 13'_0 b fde 3S psf fir gative:ASE)load Created by,independent Third I&ty:Yes the HV3 blade w/o window blade,5. 2"for 110 psf ASD load i f6r HV3 blade w/o windoinr blade arid.8'-11'for 52'psf;9'-6" ,for SS psf HV3 blade w%windaw:blade working in Unison.Max.span for HV3 blade w/o.window blade for i€IstallationS into Meta!Stud walls is 79"for max.ASD: Pressure rating of+72,-72:and'84"for.+64,-64 psE See sheet 5 for other spans and ASD pressures.. 389:2 Bertha f V Accordion fihutierBlade Extruded aluminum interiocking jbiades rethined by tracks 1 Only- No HVtiZ}-.Drwg 15^0$S (toR and:bottom)for storin protection Limits of Use rostailation 1ristructions Approved for useim"V14Z:No, F!_$ R3.ti A.S S.A,INC, Approved far use outside MVHZs Yes Verified By:American Test Labiof South. orida Inc. Impact`R1isrstai Yes Created by Independent ThirdEtarty:Yes Design Pressur•NIA Evaluation Reports II Other.Large mi=' ,"O"..Max Span.is 16'-0"for-30 Fl 389 R AE A.c, j �R ^G. s-08 0.,&f negative 1150 Toad depending ani tentermates and Created by Independent Third(tarty:Yes locking rod configuration for the HUS blade,W-0 W-W for+644, 3 =72 p s f.load for HV blade far Keystone mounting's 7=0'for +75, 75,p:s:f foe metals stud mountings ars)8`-0'for 110 p;s.f.for HV1:and HV1A working in unison:See:sheets 7 11 and 20 respectively of'lri5ta#iatloh drawing's f5de other spans and pressures 389.3 Bertha HV'Accordion Shutter Extruded:aluminum interlockingiblades ined by tracks COMBO-{Nate=HVHZ)-Drwg 15-084 (top and bottom)for storm prof'ction' unifts of use Installation Instructions 3 Approved for-use in HVHZ:No ELS: 9 RE-it A. .,.A, J-1;iLf itpproyed for use outside HVHZ-Yes Verified 6y:American Test Latr(of South Londa Inc, Iisrpact Resistant Yes Created by Independent Thirdlarty:Yes Design:Pressure NIA Evaluation Reports l i3ther Large misslie,.Max.16'-O'S pan at 30 p.s:f ASD.load R189 RR AE A S.S:A.INC,- 'E:R. �or Blade 1 and 18 0":for Blade 2.See schedules on sheet Created by independent Third arty,'Yes 12,25 and 28.respectively J € Hack rte" i contact.11s::26oj 8iairStone.Road T�gomzee F"2399 Phone:41 -4 7-1524..'i i The State.ot-florida id.an AAJEC}employer..CoM31ght 2007-2013 Mate of Rarida.;.privacy Statement ec AaessihlL+tY.:statement: Refund Statement tinder Florida-law,emall addiess ms ie public records.)f you do hotwalK pur e-rnall address released in response to a puw*,ecards req t;do not send electronic ++M�alt to this entity,Instead,contact the:oif7 by phone or traditlonai main I'fou".any questions,please contact 8513.. 7.1395: - at.to-Section 455.275 Il,),'-Fkarida•Statutes efreIXlYe pctnber i,20Y2t.irtensees Ilosnsed:under Chapter 4S5 F S muss y'mvbe the Department rrdan email ad cess If they have ane.'lhc 0064s piihvlded May be'used for of)itiai communication wi the!i¢ensee Ho.paves ernad add'ie55es tie puiitk�retord:Iryou not wish upply a:personoi address; ylease provide the pepartment with anemataddress which tan bemadeavaoable to-the pubbe.To determkse iryou arealensee under pter 455,F.S.,please t. pr.Od4.rt,Aypraval,Atnppt:: _( �xCafd; I i i i /,OEHf1W ti.Y,SCCflPSMOti SNORER SysT¢M OTNPA1d aN TFNS tg204ifCF EYN.Tti1TON 7>OG1MeNt(�6.ajs N+3 B¢EN V411FTtD FOR_CalOU94CE IN IK rnE 2014(5fA GtlRtOH)OF 1p1¢tLORtOA BUILDING CODE,THIS AOCMKTWN S1TUTfCR+ SSt4lL.NOT II+STAU.ED AT l6tiT VELOCTIY'INANRIPJIIE,ZONE . '-• •'•••'�-'••••--`"•••.•' Desw11 W0&1 taADS 51iAt) )TC o¢TFIBR#¢31 As PER SECYTW21620 OP THE ABLNE Lrt71 TOWD"CGDE,FOR A$ASIC+Wpm m i2PQDRt sr TXE draZFiNCm rMkfl£SHUTT R VAU. J6� OF C-ONTENIS TIE DUSTASm WPM A'fWfflTROfiAl.ffY"FACTOR KdaU,00,useTO A'3CE 7,-10 KBD SHN.6 NOT E7(mv THE W3(AJtIH(AS.0.1 f1F�1/t'R�4SUA¢HAiRMS�IHOIGiED 'OH�W"m 1f1RRU 0t OHOElt TO VERITY THE A6OW CCNw1pDN.ULMKM Omm MANO LONDS D2TETLMNED PFR ASCE')-10. .9E FIiST ... ..,.. BY M1A1)PL11,N0 MM 8y O.6 111 Orm to tAMPARE THESE Wf MAX.{AS.U)DmGm P103SIM RATONGS INDIGWID ON Swn 1 T THRU 16.4N&20. LH ORDER TO V100Y"THAT COAP010ft,AND ANCHM ON TW5 PXD AS TEETPD V=E NOT CKV So14'cmq A S'S X NNTRE/ e M ALLORASL¢STRESS FOR MU LOADS WAS larUSED TN THOlt vs"COMPaWAM 1-20 SNF3;T 2 AWYSTs.:HUKVM A%IND DVSAT)OR FACTOR CV-1.60 WAS USED FOR VET#1CAT)ON OF FAS'tEKRS IG W CD o•.:-;••.�.-_.••-.-, ...,...t1E4Yi4N.NAV:AG+t5Q13OK)N:,$MJ11SRwSxYSfR1Y5-,FDEQUA+i!(-FOR..rpyit?,.AND-WIFIE.-}5,."'ylE.{MP.l�CL,w ", EM..:Y cpNlILX:OIMMHC&"NT1H,'kF.,Se,IXO.N.,1ffiM,.12QE.TNE:.1 _MS .Coc11.PER. .. .,a'YS1FJ�CalipoNEHTs 21-37 SFTEEF 3 .. 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SHEET D. 2:HY-DIADEq AN11 W MMM9t.1Ae ARC ENtlpIf.ERFO 1D'.WQFdL'0i UHt61TN'Wlil1 EACHalITF2t tulnail THE a0'+¢RAL 111u1A1X)N.9.AN0 CDtmTRINIT OF vw TNDlCATED OH stw t0 IHSfAU r".DLTAM Cr-m,CoNcK'1TffBl,om :7 ,SCRk 'Ar%Am:xNUCKUI, PoR'DIN¢CT MOUNT CONNEM"TO TRACKS SPIAII.ISE'14itT.75x AND It4xY.76:-1FOPOMM IX 410^-HT MINIMUM WES ����� DE7Ak„4 tN .... 3;:HEtBTW H.V.AICt':OROpOH:i'0T5: CX1tT `:9 , •FFdl m mm sCREMS'WtfFi-t3AO.Sa-I�STRENGTH AND 180 w��P015:S►WL:6E Ca1TED�N4p+i 1�k01'tN� SLD !!f0"Sr7)'£li AS Mld{UFAG'Itp€�1}�Btt4"PROV¢D: � ,CENFERM�ATE ALMATIH4'OEfAES SN�. ...COO.APPTSCATDR9,�"WON'A1iER1CAFT SHU111]L SYSTESAS ALSOWOKOt.BMS MUST WAR THE'HM M MONO�ON THEIR HIM 4.At AtpJ5gNIAd TkiRtt310NS Sf11tt.•8E AEU1TIHUM AS50Ci17K7bN,N14Y AND 7TYPER AIS IISDICATETI'ON W=2 AM 3.NOAMLAI Yab S'ttiE aTH'i'Ot16041-16$UCY IS 30.0W AND'3%IL jai.FDR MCOHpRrCT M DEIAOS 1=6..CONCRtr^00K 9w,ID 6005 4S A1401 "tatum SPAT?imuz S M TS S.ALL SPMMSYO K 8TAUES*1.VM104-0"316-AIS SOKS OR CORROSION RUMANT COKUD COMM STEN.AS PER DRi 50018 VM-SQ TM MIL YEW_ ANCHOR:�£ :0ONCRf1E'At WOW SHM.1.2 SAND SHALL OWAY WF M*k DWDIND CODE Sti4110N 2411.3.3.4: s1RENwH A1Ik pa ls)M01.?lUis+1E'.SIRENOTH. 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