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RECEIVED NOV 14 2016 i
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ProfeSS14af Product Approval
USER:Public User
froaacc wAof5+01 Renu>Prcd.e-or A"o.',rjLl; Y.dr > lication Detail
FU FL389-RS
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer American Shutter Systems Association,Inc.
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(561)209-8263
bfeeley@easternmetal.com
Authorized Signature Bill Feeley
Irodriguez@easternmetal.com
i
Technical Representative #
Address/Phone/Email Ed
Quality Assurance Representative
Address/Phone/Email
CategoryhUtters
Subcategory Accordion
3
Compliance Method Evaluation Report from a Florida Registered Archited or a Licensed
Florida Professional Engineer
V Evaluation Report-Hardcopy Received'
Rbrida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By John W.Knezevicn,PE
Validation Checklist-Hardcopy Received
Certificate of Independence s.... �tl C�QRDJN Ct_ftiHsis{j L p�lr
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
Sections from the Code
7
3
Product Approval Method Method 1 Option D
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/22/2015
t
Summary of Products
t
FL tl Model,Number or Name Description
3¢9.1 Bertha HV Accordion Shutter- Extruded aluminum interiocking:blades ret lined by tracks
Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection
086
L mits of Use Installation Instructions 1
i Approved for use in HVHZ:No FL r9 A.S.S.A. NC,..._pRSYC�:
j 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 Levet"D".Max span is 12'-7"for 35 psf =L3${= R8 AE A,5 S A !,NC,
F,E_c__J 4: i5 i_f;rill'
p'nsitive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes�� _
the HV3 blade w/o window blade,5'-2"for 110 psf ASD load
for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"
for 55 psf HV3 blade w/window blade working in
Iinison.Max.span for HV3 blade w/o window blade for
installations into Metal Stud walls is 79"for max.ASD
pressure rating of+72,-72 and 84"for+64,-64 psf.See
sheet 5 for other spans and ASD pressures.
389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interiockingblades retained by tracks
1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection
Limits of Use Installation Instructions ,
Approved for use in HVHZ:No r FI-389 R8 rI A.5.5"'.DML
Approved for use outside HVHZ:Yes i Verified By:American Test Lab:of South orida Inc.
Impact Resists .Yes Created by Independent Third Party:Yes t
Design Pressur •N/A Evaluation Reports i
Other:Large miss( ei"D".Max.Span is 16'-0"for 30 F_t9 ac_ .S.w: iT! ..?' ?^ •_+ _ $-_tl=: 4i
p.s.f negative ASD load depending on centermates and Created by Independent Third Party: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
+75,-75 p.s,f.for metals stud mountings and 8'-0"for 110
0.s.f.for HVI and HV1A working in unison.See sheets 7, 11
and 20 respectively of installation drawings for other spans
and pressures.
389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades re ined by tracks
COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection
Limits of Use Installation Instructions
Approved for use in HVHZ;No ? _jl A•S•5•N_=t �F.
Approved for use outside HVHZ;Yes Verified By:American Test LatrEof South 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 FL3 9 R AE A.'. ..A.tsl�.�iF R.,_ R t_,.a S_au��l if
for Blade i and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes
12,25 and 28 respectively
6ar3: Next
Contact Us; 2607.Glair S?one Road.Tar<ahassee FL 32349 phone:850-487-1624
The State of Florida Is an AA(EEO employer.Copyr«:31ir 7007-2013 State Pf Fl-,Ida.::ki—a Statement::Accessibility S.atemertt c`Refurd Statement
Under Florida law.entail addresses are public records.If you do not want your e••mai?address released in response to a puGlicrecords re4 est,do not send electronic
'g.to this entity.Instead,contact the offiu by phone or by traditional mail.If you haw_any duest as,please contact 653.43-+.1395.• rsvant to Section 455.275
(1),Honda Statutes,effective October 1.2012,licensees licensed under chapter 455,F.S.must provide the::epartmert with an email adi ress i;they have one.The
cinaas provided may be used for ofkial communication with.the licensee.HoweJer email addresses are public record.if you dd not wish to supply a personal address,
'please provide the Department with an email address which can be made available to the pubk.To determine if you are a lkensee under Chapter 455,F.S.,please
ick th, .
Product Approval Accepts:
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GENERA NQT
1,HERRN H.V.W.4AOI0N SHUTTER SYS"G14OWN ON T1115 I'W=CT EVALUX710N DOCUMWIi P.E,D.tT�RAIN VERIFIED FOR COWWAICE M ACCORDAME N0H'THE 2014(5th EDITION)OF THE FLORIDA -.•-.-----------.•-..-.-..-
BUILDING CODE.TIM ACCORDION SHUTTER SYSTEM S1tALL NOT DE INSTALLED AT 100H IRM H 7.0HE'1. A C /•��• !� C
DESIGN WWO LOADS SHALL DC On AS PER SECTION 1620 0E THE ABWE MENTIONEO CODE,FOR A BASIC WIND SPEED REWUTFD BY THE JITFdVNCT14N WHERE 51WT7ER WLU. TABLE O CONTENTS
OF.MALLED WITH A DUCE010I1ALITY FACTOR Xd-785.USN(ASCE 7-10 ANO SHALL NOT'OCCEFD 14E kAMLIM(ASA,)DESIGN PRE'SS'URE RATINGS INDICATED
.p"SH..TS..III�THRU�91 18Nk 701 ,,,..,,.,.,.,,.,,...,-,.,...»�+..,,,.«,...,•,»,....+..- ,,,,...,A..,, .:,..,..,... SSSS..,-»»,....,.w:.w .,...
.,.,... IN ORDER TO VERIFY TltE ABOVE COMM",ULTIMATE DESIGN VINO IMAM DCRRMIN I)PER ASCE 7-10SFial�ll�RST1ROUCMD�O,L. .
Fri MUI.TPLYING THEM BY 0.6 IN ORDER I'O COMPARE THESE W/MAX(AS,O)DESIGN P19F.SSURE RATINGS INDICATED ON SHEETS 11 THLU 15. 19&20.
GENERAL NOTES SHEET t
IN OROER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THIS PEJO..AS iEb ai,WERE'NOT(MR MESSED.A,13 X IRGPEAST M ALLOWABLE STRESS'S FOR WIND LOAM WAS ZU USED IN THEIR SYSTEM COMPONENTS 1•-20 SHEET 7.
ANALYSIS.HOWEVER A WINO DURATION FACTOR CO.0.60 WAS USED FOR VERf"TION OF FMILUERS IN W00% SYSTEM COMPONENTS 21137 SHEET 3
.....,... ...,,:-:.:,_„-.LT6RTtNA:H,X<.:H;CORDI6N::.SI.MSYiH•:dY576M'S•.ADEG4F�..F'EM7.Wett?:A.Na.IAf�OE:.,.WS.M"NEIN[Mi.,lLpWttAa..BE'kJA„VETOFIFD.;VN.I�GOAOANGE.BTJH,tiESgA.tl18g91,2.,.RF.,.TITS'(ItIAM�..M�79NF'�.Go4E+!S,�t?...,.... ....TYAICA�:-8HUE3ETi::Ab'S9ADLY-.,,38-K .. SSSS..,.-,ByEkT{.-.,,. .. SSSS...
All.REPORTS, IMIM WINDOW BLADE&WINDOW DMIL
-W MADE d 10214.01-03.10715.01-03.11004.01-05./1214.01-05.10317.02••06,/0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOI»4 AND ASTM E-1666 „k(y LAV am Hy,yaNnow sum
AHO E-1996 STANDARDS(MISMC LEVEL D.WIND ZONES 1.2&3)k 11220.01-10 A9 PER TAS 201,20&ZW PROTOCOLS EARGE L=LL (WHERE MeW SART El
-EN WINDOW BLADE &10505.01-08 AS PER ASTM E-18W AND E-1096(MISSES LEVEL 0.WIND 20KES 1,2.3)SMUG PROIECOON ONLY AND/072UI-86 AS PER TAS 202 PROTOCOL. 1YPICJAL SHUTTER ELEVATION Mx NOTES ON LOCKS SHEET 5
INSTALLATION DETAAIS A,-F,CONCPo.IMMOCK am 6
2, HV MME'(.9 AND W WINDOW BLADE 0 ARE'ENGINEERED TO WPRK IN UNIGON WITH EACH ETHER UNDER THE GENERAL.UKWASOHS AND CONORIONS DF USE INDMATEO ON SHEET 19 INSTALLATION DETAILS O-M,CONCRETE CLOCK SHEET 7
3_BUM H.V.ACCORDION FINS(NN SCREWS).L✓SEO AT.OWES KNUCKLE AND kOR DIRECT MOUNT CONNECTION TO t1R044(9 SHALL BE/14.2:74`AND 114.1.75'RESPECT TYELY,4T0-HT MINIMUM SERIES CENTEPWIL' DETAILS HV SHEET B
ESS STEEL SCREWS WRH 135.0 ktl Y1F3D STRENGTH AND 180 k0T YENSKF,STRENGTH.PINS SHALL BE COATED WMI CWHA HV OACR05MEW COATING SY37kll AS MANUFACTURED B7 APPROVED CENTEFWATE ALTERNATING DETAILS HV SHIEST9
COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTE..R SYSTEMS AS.SOLT MM FINS WJST DEM THE HV MARIONG ON THEIR"FAD.
FHO CONNECTION tJCTAIL:J I-G,CONC76:tF/BLf)CK 3F'&'ET tb
4,All AUTMTHUM EMRL1.S10NS SIAM.RTE ALUMINUM ASSOCLLTTON ALLOY AND TIMPER AS INDICATED ON SHEETS 2 AND 3.MNMUN YIELD 9TINENOTH FOR 6063-76 ALLOY IS 30.0 W AND 35,7 kui FOR MAXIMUM SPAN TABLES STIEET'11
SO0545 ALLOY_
ANCHOR SCHEDULE- CONCRETE&FJ(XJCK S101 12
5.ALL SCREM 70 BE STAINLESS S7Ea 304 OR 316 MST SVWS OR C011ROSION RES'STANT COMEO CARBON SM.AS PER DIN 50018 WR1L 50 kW"YIELD STRENGTH AND 90 LTJ MIN.TFJVSLLE STNFNOTH. ANCHOR SCHEDULE-CONCRETE&MOCK SHEET"13
AND SHA J.COMPANY W/FLORIDA BL9LDREG CODE SUWN 2411.13.0. ANCHOR SCHEDIJLE-,CONCRETE&BLOCK SHEET 14
S.BOLTS TO BE AStWI A•-307 GALVANIZED STEL,OR ALS 334 OR 316 SERIFS STAINLESS STEEL W1TN 35 Ia4 WN9EHlM YIELD STRENGTH. ANCHOR SCHEDULF,-WOOD SMIT 15
7,SBE THE FOLLOWING SHEETS FOR ANCHOR SPECH7CATX)N&NV RIME(D: 19..15,14,11 AND 20 INSTAIJAT10N DEfARS M-R,WOOD SHEET 16
INSTAIJATON DETAILS S-•'X•WOOD SHEET 17
HV MADE: & WOrNM4 IN UNISON: 12. 13&15
STK)CONNECTION DETAILS 7-12&X.WOW 9FiEET 10
.6.THIS BERTHA H.V.ACCORDION SFRJTRFIR SYSTEM UMS A U9.PATIENT 18'779„5A7_COMPONENTS IX'THIS APPROVAL ARE CMERED.IN WHOLE OR @M PA91'BY U.S.PATENT/5'655.179 14401(•X)TD FASTE.RN
METAL SUPPLY,INC. ARF4 ►fij WfNj BLADE HyA ONLY
9.N SHALL.W THE FIESPCW-,M W OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER i!;TO BE'ATTACII'r,D TU INSURE PROPER AN(:FR)TNa CONtTL rTOR't6 SEAL/CA ix -ALL SHUTTER COMPONENT EDGES WHICH REMAW,THF01 FASTENING IN CONTINUMS CCNIACT MH TIE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19
L0.TACH UNIT MUST HEAR PUMMENI LABEL IN A VIS9AE PUKE"IN WARTNN3 BUFF„WRING PERIODS OF HURRICANE WARNINGS MWIF OWNER,TENANT.OR GRIM,MUST PROPERLY CLOSE N.L.hV AND HLT AREA.4n W XONDOW BLME(IN Q=
CTNTE13MTES AND ENGAGE WL LUCK ALL HV AND NO IJK*.
11.SNl11IM MANUFACTURER'S LABEL 5HAX,BE LOCATED'ON A READILY MULL LOCASOY AT ACCORDION SHUTTER IN AC MM*CE MITI SECTION 1710.6.3 OF FLORIDA WILDING CODE.ONE LADE,SHALT•BE INSIALIATION DETAILS. MET.&SIVD WALM SHEET 20
PLACED FOR EvM(OPENING.LADEUNG TO COMPLY WITH SECTION 1710.0.2 OF TIE FLORIDA.ELRLONG CODE. ^••^-- --
12.BERIHA H.V.ACCORDION SHUTTER SYSTEM'S II'MALLAWN%WL COMPLY YAFF4 SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 204M REGULATIONS PROVIDED BY THTC SUNISO=00 WHERE
PERMTF 15 APPLIED TO,
13.(u)THIS P.FO,PREPARED BY 111US ENCNCE'R 19 GENERIC AND DOES NOT PRMIDE WTORMATION FOR A SITE SPECIFIC PROJECT i.e.WMFPS 1FIF SIR CONDITIONS DLYIAIC FROM THE P.E.D.
(0)CONIHACHIR 10 BE RESPONSIBL(:FOR INC,",F7ic"ON.P1,1104ASC AFH)0WALLATION ILCLUMO LIFE SAFETY OFTlrr;PRODUCT,BASED ON THIS P,E,D..PROVIDED HEAHE DOES HOT DEVIATE FROM 'PHIS DRAWING SHALL ONLY BE USED TO
THE WNo=4S D_RAam ON THIS COCUMENI:CONSRROCITOO SV-M AT SITE T9 THE CONTRACtOR$RESPONSIBILITY, OBTAIN PERM{TS IN THE STATE OF FLORIDA
(c)HHS P.E.D.MMU.Sr.OMSIDFRED INVALID R'ALTERED BY ANY MEAtra.
(tl)SITE SPECIFIC PAO AIS SHAM DE PREPARED By A FLORIDA RMSIERLD EMINETR OR ARCHITECT WHICH WILL RECOMN:TTW ENGINEER OF RECORD(EO.R.S FOR THE PROJECT AND WHO Will FES'
k"SPOtMILE FOR THE PROPER USE OF'THE P.F.A.EN
NM M OF RT:CORD,AOHNO AS A OaECATED ENGINEER TO THE P.E.O.ENOINc`ER SHAL SUBMIT TO IT* LATTER THE SM SP MC DITA'W'JJC.S FOR
REVIEW.
(rt)CRICIIM.PE.O.SHALL,DEAR THE GAM AND MOINAL SEAL AND MGNATURF.OF THE PROFESSIONAL ENGINEER OF RECORD DIAT I'RE)VUIEO TI;
FLORIDA BUILDING GGA(Pon High Velocity Hurricanye RC1RB
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TILLGT TESTING & ENGINEERING COMPANY
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__• BLADE(114V
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QUALIFIED I'+:N2 USE W/ FIY 6063^T6
AT A17h TESIPEH BLAOF.(1�ONI,.Y,
BLADE vARtE�1 .19;�j<.:.._.. 6065-Y6 AL.LOY AND TLMF EP /HY
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OeLIFIEO FOR USE W/ NV BLADE j ONLY. GUALIFIE s rIT16ISALLM AND 'EMAPER�OFtI, Q,N.]FIEO FOR USE W/ FN SLA A f - 1�'H �L
IL
SEE.,ANIONS wit VAJ()Ir$l SEE SECTIONS FOR VAUOITY_ QUALIFIED FOR USE W FIV
6063-76 AI.LOY AND TF.MPER 6063-TO ALLOT AND TEMPER. BLADE(t)ONLY,
6061•••T6 ALLOY AND 1L'MM:
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1!1 gLINISTA WILL REQUIRE A 7,/Ifl-HOLE ma ' QUALIFIED FOR USE W1 HV 8LADEO&
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Al CIS I,-FOR MOPER EMREDNr�XT ovAufico r FLORIDA BUILDING COM(Ran Nth VoloC:ft
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Assoclatlan, MO.
L., (30)871-1530.tbv t 4268 Weutrood,,i Dilve
%WooaotrVied Pa:fn Beach. FL 33407 ORAwv; NO
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SHUTTER ASSEMBLY SCHEDULE FOR
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14V(1)W OR
I F77
(1) HV PIN SHALL ALWAYS BE USED AT ALL EXILRIOR V
BOTTOM KNUCKI.CS OF tfv AccoRoloN sysTEm wl Hv10 OR
HV(9 BLADE. EXTERIOR POLYCARBONATE SOUP( 's foii-o�
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(2) HV PIN @ MAY BE USED IN LIEU OF t)AND ONLPIN OR Al `Y Ar q
ExfIERIOR BonoM KNOCKLES OF I-IVAOCORDION SY,",TEM W/ FIV{.J NPILICW.,
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eE USED tF DG3RID TD ENt E SHWtER PERFO UMM LO"G RODS({-9 OR AN ALrERtLSrNE DEVICE
MAY ALSO HE:USED AT STACKtNO POSMONi�((NON HURRICANE PO"rMN).
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8•99am M wwm ROUMIM WSMNLAUM ONE HV LCXX or or(d,�SHALL BE
USED AT 1/2 OiT SILUi1'Eft SAN FOR ANY 5'PAR OR 12•ABOVE OR BELOW 1/2 OF b'dUTTER SPAN FOR SPANS UP
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OUTSIDE LOCK,ATTACHED TO gt o,r'�, SMACTRIOAL.CI;NTERSd4TES W/(2)T/4'-Zt}x 1/2*LONG FIAT HEAD S.S.
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,{,A Ci,
( °R'L7'n ��tj�Ca �•x�`Tpf. �. 1 "TiAL1ATiON A7 ANY Fifl'AITOM.NJ TE LOCK t�, Y BE USED AS AN L'V'51D "OR OU DE LOCH,ATTACHMENT
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OR OU ''TSt LOCK.ATTACI61ENT OF HD LOCK iO i G Al 3{9 z 3/4fiH.SSM.5.AND INCLUDES
REINFORCEL&EW INSERT AS SHOWN OR SECTIONS NOR-HV71 AND -INC,$H=10.LOCK WAY BL RMAU,L'p A7'
MWPAN Oft"12•UWMI 1Tf.LOW OR AQ-4YJ#E MOS�PAN,Inn OPLOCKRiC ROD^a @ IS WQKETLLY OPTlONK3
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