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Product ApprovalProfessibral USER:Public Use,
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J, Frotiuct Aoamval hienu>Pyi. or A:%r�ri�i'.i?:? >Rtw-;i,r,`icr.list> ication Detail
• - s F # FL389-RO
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
i
Product Manufacturer American Shutter Systems Association,Ine.
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(561)209-8263
bfeeley@easternmetal.com
Authorized Signature Bill Feeley
Irodriguez@eastenimetal.com
Technical Representative
Aadress/Phone/Email
i
Quality Assurance Representative
Address/Phone/Email Ii
Category hullers
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architeci or a Licensed
Florida Professional Engineer
C Evaluation Report-Hardcopy Received{
Fiorida Engineer or Architect Name who developed Walter A..Tiliit,Jr.P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Iristitute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
i
t
Certificate of Independence ;- .3$ _3c.._s _ !?L 3r 0RDiON_i ftCf?f;ViiG pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E-1886 2005
ASTM E-1996 2005
ASTM E-330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By gg
Sections from the Code
4
st
g#
1
3
i
Product Approval Method Method 1 Option D
t
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015 ((
Date Approved 06/22J2015
Summary of Products
FL# Model,Number or Name Description
3$9,1 Bertha HV Accordion Shutter- Extruded aluminum interlocking
illades ret iined by tracks
Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection
086
Limits of Use Installation Instructions I
Approved for use in HVHZ:No _i. ?.. .S.A_zt3t;..._ I
i Approved for use outside HVHZ:Yes Verified By American Test lab of South F orida Inc,
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile Level"D".Max span is 12'-7"for 35 psf F`3134+ RS=" :_�•5•A•I;d; •E`<:__?`v ;'_Fsl-t-k+'.
positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes
the HV3 blade w/o window biade,5'-2"for 110 psf ASD load
flr HV3 blade w/o window blade and 8'-ii"for 62 psf,9'-6"
for 55 psf HV3 blade w/window blade working in
linison.Plax.span for HV3 blade w/o window blade for
installations into Metal Stud walls is 79"for max.ASD j
pressure rating of+72,-72 and 84"for+64,-64 psf.See t
sheet 5 for other spans and ASD pressures.
384.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interiockingblades re ined by tracks
1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection
Limits of Use II Installation Instructions
Approved for use in HVHZ:No I Fl3S RS s1 A.S.-.A,
Approved for use outside HVHZ:Yes Verified By:American Test Lab;bf South orida Inc.
Impact ResistsGNJJT�
Created by Independent Third Party:Yes
Design Pressor Evaluation Reports
Other.Large mi "O".Max.Span is 16'-0"For 30 PL3^ R'q _.,.... �_+:a—:`w!-.�-c:C.•
p,s.f negative ASD load depending on centermates and Created by Independent Third Rarty:Yes
locking rod configuration for the HVI blade,8'-0"for+64,
.72 p.s.f.load for HV blade for Keystone mountings 7'-0"for
05,-75 p.s.f.for metals stud mountings and 8'-0"for 110
p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11
and 20 respectively of installation drawings for other spans
and pressures.
F
389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking`blades re ained by tracks
COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm prottction
Limits of Use Installation Instructions
Approved for use in HVHZ:No `1389 2a_,li A,S S.A INC. F2!'rG.15^ E,I.
Approved for use outside HVHZ:Yes Verified By:American Test Labof South I lorida Inc.
impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 ?,_E A.S.S.A.'=,Ij' IEP. 26 ,, _5.JF3?:pd'
for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes
12,25 and 28 respectively g@
`fiad:t ikext E
contact ::tem Blair Store Rand.Tallahas^,_ee FL i23°9 phone:850-48:-1624
The State of Florida is an AA{E[-0 employee ^^�^^h'X097-2013 State of Florida •;Fnvacv Statement:;Arress t r_-Statement: Refurd Statement
Under rionda law,entail addresses are public records.It You do not pant you.,e-mail address released in response to a ou4F4retercis reqt est,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mar).If You have any questions,please corzatt 850.. 7.1395,•pi 5uant x Settwn 455. 75
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wi6 an email ad4 ress if they have one.The
e'mails provided may be used for ofltciai communication•,vith the licensee.However email addresses are public record.It you 40 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 ikensee under Chapter 455,F.S.,please
click here.
Product Approval Att pts:
i
Credd Card
Safe
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GENERAL NOTA.
1.KATHA I<M.AOCOIFWK SHUTTER SYSTEM SHOWN ON)HIS PRODUCT EVALUATION 00CUME71f P.EQ.1 iV5 BEEN VERIFIED FON COMPLIANCE IN ACCORDANCE MIR THE 2014(6th EDITION)OF IRE FLORIDA �.- -.-..-.•....---.-----
BUIW.Q CODE.THC ACCORDION SHUTTER S'STEM SIWL,NOT BE INSTM.LED AT KOH HUR 7,OVES, /1 �1-CEN I T
DESIGN WIND LOADS SIW.L BE OF.EMNED AS PER SECTION 1820 OF THE ABOVE MENTIONEDO-COFOR A SAM WIND SPEED REOUIREO BY THP.JURISDICTION WHERE SHUTTER WHI. TABLE 0F QQN L S
DE INSTALLED WRI A OTRECTIONALITY FACTOR Kd-OA5,USING ASCE 7-10 ANO SWI NOT EXCEED THE MAXIMUM(ASLO,)DESIGN PFESBLIRE RAMS INDICATED
UN SHEETS 11 THRU 12, 19&20,
:,�-�...•...-...,.m.... IN ORDER TO VERIFY THEABOYE CONT) LRESBB
fTION.UMATE D4 WINO LOADS 01AS
MAMWED PER CE Y-IO wil.SE FIRST REDIJCFA els C USIG 5, �'w"�-�-�W��~����Y��'m••�•� �'•
BY MULTIPLYING THEM UY 0.6 IN OROERTO COMPARE THESE W/MAK.(AS.0)DESIGN PRESSURE RATINGS INDMIVm ON SHEETS 11 THRU 15. t9 k 20.
(FNF3tN.NOTES 5ltE�F 1
IN DROM 70 VERNY THAT COYPOHCNTS AND AMCHORS ON THIS PXD.,AS TkSM) WERE NCR OVER S)RL'`wl).A 33 X INCRFIAST M ALLOWABLE STRIMC FOR BAND LOAD'WAS MM USfn IN TIMM SYSTEM COMPONENTS 1-20 SHEET 7.
ANALYSIS.H(AVCRR A WIND DURATION FACTOR CO-1.BO WAS USED FOR VEIF16if OFl OF FAFDENERS W WOOD- SYSTEM COMPONENTS 21-17 SHEET 3
FOR 00 AND ix.,f0n1Fi..111ffsq IDAO 14?.7.O!'f.1,.YER�1(:D.:IN.ACCO(1DMl.GG WI/kF,Sf.COQN,16Ak 1.7..QF,.ThE A(i9M1LE,.MEN70H�0.000C AS IKR..
ATL Rvonfsr .. __.. ..:+:mtVqCAL:.WINDOW
MAK: &WINDOW UEFAL
•.W BLADED /0214,01-03.{0710.01-03,11004.01-OS,/i214.01-05, /0317.02-•06,JOSMIOI-10 AND/0210.01.11 AS PER TAS-201,TAS-702 AND TAS-203 PROTOCOLS AND ASPM E-18W (•(V (D ANQ HV W}N B AnF' tfA
AND E-1898 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2 8 3)&11270.01-10 Al PER TAS 201.203&203 PROTOCGUS LARGE MLSSHLE. (WHERE Avp�IC�+cN El
-tN WINDOW BLADE QA}0505.01-00 AS PER ASTM E•-1886 eW0 E-f998(M65f1):LLYEL 0.WIND ZONES 1,2 3)BASIC PROTECTION ONLY AND/0723x1•-NLN AS PER TAS 202 PROTOCOL. TTPICAL.SI(UTTFR ELFVAITON&NOTES ON LOCK4 SI1Ek7 8
INSTALLATION DETNLS A-F.CONCRETIVOIL CK SHEET 6
2,EIV OIN)E(J AND HV'WINDOW DIADS A,A ARE EINGINEERED TO WORK IN UNISON WITH EAGH OTHER UNDER THE GENER L LANTAMI'M AND CONDITIONS Or USE INW-ATED ON SHEET IB INSULTA710N DETAILS G-M,CGNCRCTEJSIOCK SHEET 7
410-lir MINIMUM SERIES CENTLOMAT6 DETAILS W SHEET 8
3.DESTITIA N.V.ACCORREW INNS UHY.0 k.1 B}.USED AT.BH AN KNUCKLE.AND FOR DIRECT MOUNT SHALLCONNECTIONC TO DW.111 ERTH BE/14x2.%8"AND 1AIINO S"RE'M AS MELY, L'ENTERMATE ALTERNATING DETAILS W SW-11'9
STARRE6'S S11k7.SCREWS WTRi TSS.D a1 YLFSD STRENGRH AND 180 kaT Tl7NSA.F.ElR4ENCTH.PWS SFNTI.8E COATED W(R1 BETTiL4A FN DADROSfIILLU WFIHNQ SYSTEM AS MANUFACTURED 8Y APPR04FD
COATING APPLICATORS: REGNSR.Ti'EU WITH AMERICAN SHUTTER SYSTFJAS ASSOCIATION-F4)LS Wlsf BEAR THE IN MARKING ON i1H,IR KAa
4,ALL.AILMHUM FATRISiONS SHALL_SE ALLMOIUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 NFD 3.MVNMUMI YIELD STRENGTH FOR WMAX CONNECTION DETAIL$ I-G,CONCRECE/DLf)CK SHEET 10
63�16 ALLOY IS.30.0 kM AND 35.7 kai FOR MAXIMUM SPAIN TADL£S SHEET 1 f
6085-I5 ALLOYS
ANCHOR SCFip)UI.Er CONCRETE&8(D!.K SB1E£i 12
S.ALL SCREWS TO BE STAINLESS STEa 304 OR 316 ALIT SIMS OR CORROSION RMSTAN'COATED C04M STEEL AS PER DIN 50018 WITH W koi MW.YIELD SIRENGTH AND 90 kat UIN.'TENSILE SONENG114• ANCHOR SCHEDULE CONCRETE,TN HLOCK SHEET 1
AND I;p^j.OXNNPLY W/FLORIDA BUtLOM WOE SECTION 2411.3.3,4. ANCHOR SCHEDULE-•CONCRETE*BLOCK SHEET 14
S.DOLTS TO BE ASTM A--307 GALVANIZED STEEL,OR A.St 304 OR 316 SEIVES STAINLESS STEEL WITH SS WF MINIMUM YIELD STRENGDL ANCHOR SCHEME-WOOD SHEET 18
7,SEE TRE FOLEDWING SHEETS FOR ANCHOR SPECTIOAT70N":W BLAME d T 12,13,14,15 AFD 20 INSTALATTON OF..TAIIS M-R,WOOD SHEET 16
INSTALJ.ATION DETAILS S^•X.WOOD SHEET 17
W S ADE(D&@ WORKER)IN UNSONT 12, 13 k 13
17x7 c04NEe1101A Derals 7-12 M:X.WOW sHEE:r LB
8.THIS BERTHA FEV.ACCORD"5HUTTFR SYSTEM BARS A.U.S.PATEW 16'779582 COMPONENT"OF THIS;APPROVAL ARE C(NEW.D•IN WHOLE OR IN PARE W U.S.PATEW 15'456.179 LS',UM TO FAMERN
METAL.;PJPPLY.M.
�XtIQM MME ONLY
9,R SHALL.IR"INE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THF.SOUNDNESS Of THF.SIRVCR)RE WHERE SHUTTER Ci TO BE ATTACHO)'TO ENSURE PRLISER ANCHORAGE CONTRACTOR YD SFAL/CAULK �'�`""
ALL%WfEA CGMMWE.NT EDMV WHICH REWW,THRU FASTENING IN COND11S RIUS CONTACT WITH THE BUILDING TO PRFYF.NT WIND/RAH INTRUSION. TYPICAL SHUTTER ELEVAM14 SHEET 19
10. FACT) MUSTUNIRM PPERAMNOCK FINN A VISIBLE NO PLACE WITH WARMNU NOFE UUWG PERIODS OF HURRN:ANE MOONGS ROUE OWNER. TENANT,OR OD ETC.S.MUST PROPERLY CUZ-*KALL W AND K, AREA WINDOW (11=
TES
11.SHUTTER MANUFACTURERS LABEL SHALL BE IWATED ON A READILY MULE LOCATION AT ACCO 004 SHUTTER 01 ACCORDANCE MIN SECNON 1710.8,3 OF R.CRIDA BUILDING CODE.ONE LA'X1 5)W.t_BE W'+"TA.IATTON DETAILS, METAL STUD WALLS SLIEE:Y 20
PLACED FOR EVERY OPENIRG.LABELING TO COMPLY VIM SECTION 1710.6.2 OF THE FLOFWA BUILDING CODE •---^-^---•--••^ --
12.HE)IIKA.H.Y.ACCORDION SHUTTER 5YS1EN•S INSTALLATION 91ALL COMPLY WTM SPECS INDICATED IN THEN DRAWING PLUS MY BUILDING AND ZONING,REGLILAtIONS PROVID®DY THE JURISOICROJT WHERE
PERMIT IS APPLIED TO.
13.(a)IRIS P.E.O.PREPARED BY RIS ENGNEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRW.T,T.S..WHERE THE STE WNOITWNS DEAATE TIM THE P,E.A,
(D)CONTRACTOR TO BE NESponsi LE FOR THE SE.uCTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF'T85 PRODUCT,SASM ON THIS P.E.U:.PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO
THE CONDITIONS DETAILED ON THIS DOCUMENT:CONSTRUCTION SAFETY AT SITE 13 THC CONT+ACTOR'S W-PONSBIITY, OBTAIN PERMITS IN THE STATE' Of FLORIDA
(cj TEN P.E.D.WILL BE DONS mU m BFVAJO IF ALTERED BY ANY MFNtS,
d(1 SRE WEC1F)C WROJE0I5 SNAIL BE PREPARED BY A FLORIDA REGISTERED FNGINET:R OR ARCHITECT"04 W1U.RF.COMF.THE F.1N LMR OF RECORD(EA R.1 FOR THF. PROJECT AND WM)W71L BE
Rc"..POI.IBLE FOR THE PROPER LISE Of'THE P-EA. VWNEER OF RT:DORO,ACTINO A:.A DELEGATED ENGINEER TO INE P.E.O.ENGINEER SHALL SUSMIT 70'THIS TAMA THE SITE SPECIF;C DRAVINGS FOR
REVIEW:
(e)Os;t(Mw.REJL SFWL BEAR ME GAVE ANO ORIGINAL SEAL AND SIGHAT'URE OF THE:F'ROFT:SStONA,EIIOMa OF RECO,, THAT PREI•AR-cD R:
FLORIDA BUILDING M Man N;yn VObCitV NDrs•iconD XcITe
Y &� +0 2816 VAV. ERJ METAL SUPPLY,INC. _
Ya``CZE T1�
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lccordian...Shutter.. ate
.ni-. .1 �: INC A _ . i... HV.910E#1 W/CR W/0 HVMFCMl RACE
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'`���.'Ti^ TIt.UT TESTING t4 ENGINEERING COMPANY American Shutter Sysion13 Oty,onPnON
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Association, Inc. I y OLD 11-is2 N�,sf15 OATEr 4�)3I1s
OF aw N M.Zem.u,s.,vA,wattta:K x a.FLC A LII
4268 Wesk(aadlT Drive 2 -
Pnv+n:(:Sc3)671-1570.Far:(:505)tl7T-1541 pT?fi'WINC NO
:~ o-mcO: OD007ad,xa� ViaSt Palm f)9ccH, Fl_ 530.07 3 15--065
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OUALlFIED FOR USE W/ HY MADE(D HV BLADCQJ.
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....... CR
"SEE owAI)ONS or USE OF Ti Aoi:49 Ort BHET:'T' IS OIADF 1 .yr.
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BLADE - -�-^'^--
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C$ -�11` • rs='� ��� 6Ln;i••C5 dLt{1Y AND TFNPER QUAl.IF3ED RSLADEU((f}}E W FN `-} LYP.BEN 1 UT W/KIiV
QUALIFIED Iron USE W/ uv SAGS•76 ALt.UY Altb CLMp[R f3,(Y E;.�7 ONLY, HY BAIN(SUARD
BLADE(t} 0063-T6 ALLOYANDTENF'ER "QUACiFiM FOR USE W HV
E4b5--T5 ALLOY AN•D TEuF'ER VARIF.:i ' SSI "1 /
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O LIEIEO FOR USE]Y/ HY l�1fDEtt'i ONt,Y, DUALtkTED FOR Use W/ N MADE ONI, ! `1 }
SEE SECHONS F'UII VA1,101P 5DD;5-Tb A.LLC f AND rELPEi OUAIJF ED FOR V5F' Pt FrJ UtAOE''! - T (�D WA L
6493-TG ALLOY AND TEMPER SEE. SECTIONS FOR VAUOrFY. r1UAL.IFfED Ft71{USE W/ ov
6063-FG ALLOY AND TEMREP. BLAVE.(l)ONLY.
-Eyr7 6083-?5 ALLOY AND TL'NPE
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...........
2' S"MA7(. t fB" 7/8"
6.182" iF.Isr
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MIA-1`6 ALt 4Y AND It�Tk`CP 1 :•t i 2" 5"M,t%.4.739" 0.131 6063•-Tb ALLOY AND TELrpCR
SUNS-T5 ALLOY'ANO�TFAfpLR e.
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TILUT TESTING & ENGINEERINO COMPANY Assostatlort,
cv �seawTtar aaxc,• Vacwu„pY uL
L STATE OF aws a.r.sa n 71. .<nrau ynxr+s N..'”mwins tHD ii isz'—" ;1'h a/tajis"
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--T6 ALLOY V-01EM 6063-T6 ALLOY hN0 IEMPE
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LOCKER FOR 'T. LACK OVAUPIVO FOR USE W W BIADE(�,'ONLY FEMALE "T" U HV ALMUME I=
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CENTERMA19 - 0 V.-1I-l-TE—DWUll
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6063-70 ALLOY hHO VNIPER 600-16 ALLOY AND IINK.R'
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QUA ' I .
600-76 AUAY A14D TEUP(R HV —If) 20 615I 304 0Y rEGWF HARI)WARC MOMSE LOCKS SEALM 2333 HOOK DOLT LOCK_
fl"INSTALLVTON WILL REQUIRE A 7/16" HOLE ]BUMBSCREW5 IE06S S.
-ES., Swam Et
aLwx1po FOR (Ise W/I.fv mr,(D& tl�)
ULLED AT-TRACKS FOR rvoput EMBEDMENT f I QUALIFIED FOR USE W1 IN f3LAt)E,'I/' FLORIDA HUHIANG 001(Non fli h Volocity Hurricow Lw,tt]
V1.111kbr"A, --
........... 0 20D MIUM METAL 5UMLY.INC.
Accordion Shutter System
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American Shutter Systems
z TILUT TESTING A EN(ANEERINO COMPANY
fims ti C.30�SU Im.a0*1 I-mw rl4vorll�09"MICA Association, Inc.
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4268 Weutro*ds Dtive
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wwyi Pour, Deoch. FL 33407 --
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15-085
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SHUTTER ASSEMBLY SCHEDULE—FOR
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EXTERIOR sonOM KNUCKLES OF HV ACCORDION SYSTEM W/ liv SLAOI,�T:-
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FOR SECt4bTY
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MAY ALSO BE USED AT STACKING POS OON(NON HURRICANE F406 TON).
4. •ONE'}N LOCK , BE USED AT CORNER CN7NF61MATEZ FOR ANY SPAN
AND AL.utT1f7N5 A'f ANY L1kVATK7N.FN CORNER CE //((L211
ajjC/tZy or(1 SfIA>yL t.USED A9!vN WTSIDE.pR grSIDE LOCK.
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END CONNEMON MAIL 05
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lo, 1 WFERMRfF* 'PAN FOR WALL MOUNTING'tNWAUAIKMS„
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................ ...........
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