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n niic:t%ruara.ut„ :ux I tication Detail
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J E Fl +,t FL389-R8
Application Type Revision
Code Version 2014 a
Application Status Approved
Comments
Archived 4
i
Product Manufacturer American Shutter Systems Association,1nC.
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(561)209-8263
bfeel ey@easternmetal.cam
Authorized Signature Bill Feeley
lrodriguez@easternmetal.com
P
Technical Representative
Address/Pffone/Email
Quality Assurance Representative
Address/Phone/Email
Category butters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architecu or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida 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.Knezevich,PE
Validation Checklist-Hardcopy Received s
Certificate of Independenceri ..._
Referenced Standard and Year(of Standard) Standard Year
ASTM E-1885 2005
ASTM E-1995 2005
ASTM E-330 t 2002
TAS 201,202,203 1994
i
Equivalence of Product Standards
Certified By
Sections from the Code
t
Product Approval Method Method I Option 0
Date Submitted 04/29/2015
Date Validated 04/2912015
Date Pending FBC Approval 05/07/2015
Date Approved 06/22/2015
Summa ry of Products
FL 4F Model,Number or Name Description
389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking:61ades ret ined by tracks
Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection
086
Limits of Use Installation Instructions
Approved for use in HVHZ-.No ELM
Approved
Approved for use outside HVHZ*.Yes Verified By:American Test Lab 9f South Fonda
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
positive 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 ASO 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
qnison.Max.span for HV3 blade wjo window blade for
installations into Metal Stud walls is 79"for max.ASO
pressure rating of+72,-72 and 84"for+64,-64 psf.See
Sheet 5 for other spans and ASD pressures.
�.2 Berth.HV Accordion Shutter Blade Extruded aluminum inter;ocking blades relined by tracks
Bertha
V
ly_( .
tl Only- Drwg 15-085 (top and bottom)for storm protection
Limits of Use Installation Instructions
Approved for use in HVHZ.No F_101114 MEL Up
. p M
Approved for use outside HVHZ,Yes Verified By:American Test Lab,of South ionda Inc.
impact Resists Yes Created by Independent Third Party:Yes
Design Pressurtk N/A I Evaluation Reports
Other:Large rnisSlel"D".Max,Span is 16'-0'for 30 R
rR ".1 e)
�*_._ , jj� f�' :L chic 4`
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,
-12 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
ji.s.f.for HV1 and HVIA working in unison.See sheets 7, 11
and 20 respectively of installation drawings for other spans
and pressures.
$89.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking,blades retained by tracks
COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection
Limits of Use Installation Instructions
Approved for use in HVHZ;No
Approved for use outside HVHZ.Yes Verified By:American Test Lablof South I lorida Inc.
Impact Resistant:Yes Created by Independent Third Farty:Yes
Design Pressure:N/A Evaluation Reports
Other:Large missile.Max. 16'-0'span at 10 p,s.f ASD load
-2 ;z:R',.-
for Blade I and 18'-0"for Blade 2.See schedules on sheet Created by Independent Tnjrd Party*Yes'
12,25 and 28 respectively
Contact L's 2601 Eftir Store Road,TaPanassee FL 323.39 Phone: --5 7-1
048 624
Toe State of Honda is an AVEE0 empiayor.Copyright 20'17.2013 State cf Firrido.::PEjyg<y Statement::Accessigilitu s;at�o m. Refund Statement
under Florida law,email addresses are public records.If you do not want your 0-mail address released in response to a publi'mcards mot ast,do not s"electronic
ina;
i to this entity.Instead,contact the office by phone or by traditional mail.If yoj have any quest tins,please contact 650.467.1395.-N rsuant to Semon 415.275
(1),Honda Statutes,effective October 1.2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email adi ress 0-ftey have one.The
e mails provided may be used for official communication with the licensee.Hoer email addresses are public record.if you 63 not wish to supply a personal address.
Tease provide the Department with an email address which can be made uvailabir to the public.To determine if You are a Ikerisee under Z�hsqte-459,F-S..please
Product Approval Accepts:
92 �"99 M
Greck Card
safe
GENERAL NOTES:
1.tI:Xni4 MY,ACCORDION SHUTTER SYSTEM SAIGON ON IN$PROMCT 4.,VAL AATICN 170O:L(MEJ7f .E.D.)HAS REEN VERIFIED FOR C00 AFKE M ACCORDANCE WMH IME 2014 j01t,EDMON)OF INC FLORIDA „-,_, ,.,_._____...,..._.,.. __»,.•,.,�
BUILCIING CODE.THIS ACCORDION 5HVTrER SY51FM SILO.NOT BE IWXkFD AT MOH HURRICANE 7.ONF:q. .._.-».......,.-..
�n\Cr �,t
OESKN WIND LOADS SMALL BE 0TEAMINEO AS PER SECTION 1920 Of THE.ALViE MEMIGNED CORA-FOR A BASTE WOO SPEED REWIRED HT'THF JUIIRNOOTION WHERE STUTTER Vol TABLE Vf CON 1T•E/VI5
BE INSTALLED WITH A VIREC•IKINAIM FACTOR Kdw0.O5,trSING ASCE 7-111 AND SNAG.NOT EXCEED IlfL MAXRIUM(&&0,)OGSION RRESSLIRE RATINGS MOAT
W ORDER TO YFTUFY THE ASM MNOITION.ULTR4\TE DESIGN WIND LOADS D&TUt"CO PER ASCE-7-10 SN(ALL.ETC n=NYOIJCF3T TO AS.O.C�ttitt WCS®C. -^.'»'�"� �`°'"' ".`-"""'•""•"""°'"°"""""""" ...,...,-
FRY MULTM MING THEM BY 0.9 IN(LARDER TO COMPARE THESE W,(MAX(AS.0)DESIGN PRESSURE FATIN(S INOIxw ON SHEETS 11 Tim 1S, t9&20.
GENE'RN.NOTES SHEET I
IN ORM TO VCRNPY HMT COMPDKCN1S AND ANCHORS ON ITP P.E.M.AS TESTED.WRENOT(AER STRESSED.A SS X TKWAS'E N ALIOWABLIF S1TRESS FOR WIND LOADS WAS t=USED IN THEM SYSTEM COMPONENTS 1-20 SH E£7 2
ANALYSIS.HOXE%VX A WIND UORATION fACTOR CO-1.60 WAS VSt:O FOR VE CAT04 Of 1ASTENERS N WOO. :iYSifyA N I SHEET
LOOM..R.V,�A.00RDION:SN1MCR•.$VT.TENYS..ADEOAIACf-FOR.WIND AND i.ARiiC saes`c.fllli'AC1..i84D tNR..BkYN VEtdf�TN.,?N ACCORMNC,E INM 5EGit1JN 794iV,}.7.Of,THE..A�.j7�(E 1(E,N'IOt1C0.CO13C,AS,tKR ,. COMPONENTS 2 .S7 Z
ATL RCPORtS: .. .. .,.. .-TYPIC.::SHUFT£R:A$SGARE:.Y: ,38-44..--, .. .:... .SHEET-•4•.
TYPICAL WINDOW 1AADE&WINDOW OLzAL
•-HY EKAD£OO 10214.Ot-0;1.10715.01-0.3.11004.01-05,#1214,01-09.BU317,O2-09,10609.01-10 AND 10210,01-•11 AS PER TAS•-201,TAS-702 AND YA5-2OJ PROTOCOLS AND ASTM F,-TORE -w,MOM RLAQF
AHD C-1900 STANDARDS(MISME LEM 0.WIND ZONES i.2&3)Ae#1270.01»10 AS PER TAS 201.203&IAS PROTOCOLS LARGE MISSLLE.
--W WINDOW BLADE QN BOJ'L15.O/»OB AS PFA ASTM E-1996 AND E-•1099(MISSILE LEVEL.U,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 D72$.0I-4i$AS PER TAS 202 PROIUCO,L. 1DPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHE€T 5
NSrALIATION DETAILS A-F,CiNNCW.IT:/MJ)CK SHEET 6
2• }1V LTIIADF(,Q AND INV WINDOW BLADE 6,� AHF:ENGINEERM TO WORK IN UNISON WITH EACH O7NER UNDER THE GENERAL IWATR)NS AND CONDITIONS OF USE INOKMTED ON SHEET 10 INSTALLATION DEWLS C-M,CONCREIVITI.00K SHEET 7
3.BERDA N.V.ACCORDION PINS(EN SCREWS).USAD AT'BIADFS KNUCKLE AND FAIR DIRECT MOUNT CONNECTION TO TR14KS SHAL.Be 0144:79"AND 114.1.78"REISPEGINrLY,410-til'MINIMUM$Mrs LEF T• DETA'L"'W SHEET 4
SIt'AONLESS STEM SCREW WNN 435,4 kel MD SrR04CIH AND IM W TENSINE SIT IDIM,M. SOW.BE COATED E(fIH DEATH4 HV EMCRDSHUD COATINA%*W M AS MANUFACTURE}BY APPROVED C'ENTERMATE.ALTERNATING DETAILS IN 5Y•R'."9
COATING APPLICATORS. R£415FFRED WITH AMEIRJCAN VILIFIER SYSTEM$AS.^,FSC ADN.FORS WJ$T BEAR THZ IBV MARKfNO ON THEIR HERD.
4,ALL ALLUNUM EX RASIONS 31+111.RTE ALMNtrkt ASSOCLATION ALLOY AND TEMPTER AS INDICATED ON SHEETS 2 AND 3.MUMUN WELD Er"TTNENGTI{FOR 11063,46 ALLOY IS 30.0 W,AND 35.7 kv!FOR END CONNECTION trmL;u 1-6.(17NR:RETF.'/BuXK SHELT 10
9005-T5 ALLOT. MAXtA40M SPAN TAFIXS SEOET'it
ANCHOR SCHE DIA.F- Comr.%EfF. &BLOCK SHEET 12
S.ALL'ARCM 70 INC VIANaSS STC..304 ON 316 ASF SEATER OR CORROSION RCSIS"TANT'COAICO OARUON Si6A3.AS PER OtN 50016 WITH 50 kW MR YIELD STRENGTH AND 90 Wil UN.T£N61LE SIRENOrK ANCHOR SCHEDULE-CONC`RL•TE At ENOCK SHUT 73
AND SHALT,CCAI Y W/FLORIDA BULDING CCDF""I"2411,3,3.4,
ANCHOR SCHEDULE- CONCRETE&OLCK;K SHEET Ta
6,BOLTS TO BE ASTM A»307 GALVANIZED STEE4-OR ASF 304 OR 316 SERIES STAINLESS STEEL WITH 35 k.1 MOOMUM MD STR£NO'B4 ANCHOR SCHEOUI.E-WOOD SY(ELT 15
1,SCE THE FO.IDWINO SHEEM FON ANC+WR SPECIFICATIONS'HV 01,W,RD: 17,13.1406 AND 20 INSTAIIATION TIETARS M-R,WOOD SHEET 16
W MAK,(I]&QA, WORKANI7 IN UN6M 12,13& ES 94STALATION DETAILS S•-X,WOOD SHEET 17
N.MET5 17ERHNA N.V,ACCORDION:JNUI'tFR SYSTEM DEARS A U.S.PATENT. 19'770 i92.COMfP(ktF.TYTS OP THIS APPROVAL ARF`.t;fNtlREi),11+WHOLE 0R W PART BY 1},S.pAiDIT 15'0.58,179 tS'4tfFT}TO EASTERN ENO CONNECTION DETAIL$7-12 h X.WINO SHEET 18
METAL:>tJPPLY.M.
9.IT SHALL.4R:'.TIRE RESPONSFBNTY OF THE CONTRACTOR TO VERIFY THE SWNONESS OF ME SIRUCIURE WHERE SHUTTER S 10.(K:ATTACxfC TO kISURE PROPER ANCNORACE.COWRW41ON TO SFAL/CAULK AREA3- l:LY...lybQft SLADE .A ONLY
ALA 49NT"COMPONENT CO(,ES WHICH REMAIN,T'HRRLI FASTENING IN CONf1NU11US CONTACT WITH 711E Ri1RD=TO PREVENT WIND/RAN INTIAME4, TYPICAL.SHVIIER ELEVATION SHEET 19
10,EACH UNIT MUST BEAR PERMANENT LADEI,IN A W UI.E PLACE WITH WAAR(NG NOTE DURING PERIODS OF HURRICANE IXMi NMCS HOME OWNER, RENMT,OR ORIERS,MUST PRCIt F,TiLY CLO.'itr AL1,-ANTI Ntt ARE6 4 W g AD
CENTERW3ES AND ENGAGE OR LDC«ALL Iry AND(II LOCRS-
11.SHUt(ER WMWACTIRIC"LAAEM SMALL,BE 1,OCATE'0 ON A READILY MULE LOCATION AT ACGOF"i SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FT•DRI17A BUILDING CODE. ONE LAUE,%W.i.'9E. (M;TN,IAMN D.-TAILS, METAL STUD Mks StlEEY 21)
PLACED FOR£VE IYf OPEN1NO. LAUETJNO TO COMPLY WITH SECTION 1710.8,7 Cr TIM FLORIDA MRLDANG CODE.
12,MINA H.V.ACCORDION SHUTIFR SYSTEV'S INSTALLATION%WL COWLY WITH SPECS INDICATED IN'THIS DRAWING PLAT:ANY EKALDING AND 20fAM WC'.UURONS PRWDEO DY THC JURISDICTION'fsxm
PERMIT a APPLIED TO.
13.(a) THIS P.F.O.PREPARED BY TII(S MtKEt IS GENERIC AND DOES NOT PROVIDE INFOFUARON FOR A SIT.SPECIFIC PIROTIZ;I...MITRE TTIF VX CONDITIONS DEVIATE FROM THE E.",
(b)CONTRACIOR TO BE RE5P0TSI0LL'RIA 7HE SFA.%:CTION.PURCHASSE'AND INSTALLATION INCLODINO LIFE SAFETY OF THIS PROWCT,BASED ON RRS PED.MOMED HE/SPC DOES NOT MOIL FROM (F•IIJ DRAWING SHALL. ONLY BE USED TO
THE CONDITIONS DEMEiD ON TTUS DOCO&AENI,S:ONSITTUC1tON SAFETY AT SITE IS THE 00071iAVOWS KSrDNWUr(.
(C)THIS PAD.RAL.RE(XTNfiIDFREp INVALID IF ALTERED MY ANY MEAS OBTAIN E>£:R)liT`i (N Ti![ 4141E Gf FLORIDA
(a)$TIE SPECIFIC PROJECTS OiAil BE PMAACD E7Y A FLORIDA REGISTERED ENGiNCIR OR ARCHITECT WHICH WRI AECOME THE.ENCNFER OF RECORD(E1.R.)FOR THE PROWECT AND WHO VA14 BE
Rc,xPOtei1OLE FCR IEE'PROPER L15k Di'INC P.E.O. ENGtWXR OF RECORD,A011NU A5 A DELEGATED ENGINEER TD THE;P.E.G.ETKANE£R SEN7J.L SUWAiJ TO'Ri. LATTER THE SHE SPtxIF(C OOAWTNC.S FSM
REMM
(r.}ORIGINAL KCEI SHALL REAR ME 0.41E AND Ok7 IMAL'SEAL AND SRifATURE OF THF.f•ROFtS51ONAL EROWJF R OF FEC,ORO'DRi PgPAREO ff.
FLORIDA BUIi[liBf CODE(NOn NhJt1 Ve70efty N(}I'ricone Xon9
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TILLR TESTING ENGINEERING COMPANY American Shutter Systems ,. D���„�„,
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...........
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1AIII:, smnows F014 VAJOV) SEE SECTIONS FOR VALIDITY.
ALLOY AND rr.mPf.'R fO63-TG ALLOY AND TEMPER
6063 T45 ALLAY AND ItmrZR
2.� e wm f/e
tOWONEM A IT T2 Y I
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owIll 3%\U.%� X5. 47,68 Wentsoud3 Drive
mane.(3AI .-.1 —
Yihm4 Par, 8�xdh, FL 334115-085
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4063-Tfl ALLOY 1EM til I
611ALIFIED FOR USE W1 HV 131AI 1,ONLY
600-16 ALLOY FkAntc'(W
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606.5.-T6 ALLOY AHD TEMPER
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Accordion Shutter System
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American Shutter Systems
44 Q TIL JT TESTING ENGINEERING COMPANY Assccloftn, Inc. Do-5 ljl;!��j�/7111/1 io
o1w,lCt,su U..=,�WA Wow,I'0AM$3,64
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......... 15-085
WALIER A.TAUT ,I
............
OF 20
SHUTTER ASSEMBLY SCHEDULE
HV (11 HV Q)
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.......... ...............
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1 3/4 �Teql 0
.............
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OR
—.--I A
SHALL ALWAYS BF USED Al ALL EX''UZIOR
(1) KV PIN
BOTTOM KNUCKLE.IS Of' 0,1 ACCORDION SYSTEM HV(11) OR PPOOLYCmaw�MR4TE SDbRCESS FOR U4
EXTERIOR
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I;x�.H.V.. LOCKING RODS ARF NOT "K'U' IA AT URRICANE WITION,BUT MAY
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I MAY ALSO OE,USED Al' STACKING POSITION (NON NURRCANE POSITION).
d. 'ONE HY L.CtCK (?�'Af'SHALL 8F.USED AT CORNER r TERMAlI FUR ANY$PAN
•" MID LNSTALIATIONS Af EII;VATK?N.NY 44 �ax(C_r SIt F ge USED AS AN OU TStDE.OR M$IDE LOCK.
^• ATTACHED TO k�CORNER CCNTt7tFiATE W/(2} I fi°6-20 x 1/2•LONG FIAT BEAU SS,N-S, M Lomom RODS
TOP tti BOTTOM St#A;.L DE IISF,O.I,Of:aT10N OF US(:K 5h1All.OE AS INDICATED ON TYPICAL SHUTTER EJLVA110Ft.
ffi +C„ i .. ..� I • MMOAUtA SNUTTPA SPAN SWU.Or DETEMNED AS PER 5CHEIMILES»HOW'ON S17EEY 12.
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ALTERNATE HY LU4;7C AIRY$€A'I'ANY ELGVARON.AL .'NATE LOCK i/�•A- Ox'Sj1•S: HUMlW TO C', OR PNUTSNOwM ON SE(, NYe StiBlST A. tNt;KS AT tj 3 OF,iUT1TpR•..ftN
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I ..._....1 TO W,AND FOR INSTAU•ATIONS AT ANY ELEVATION, W LOCAL or{ or ko MAY BE,UiF,T)AS MI INSIDE.OR
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SEE ENO ,...i WS,LOWION OF UXK%ML DE AS INOK.AIE.D ON rY?ICN.SI#UTIER ELEVATION, USE OF LOCCKING ROD$ W/b1
I ^L5 OR�I&TOP AND 6OTTOM M COMPLETELY MvJDATORY.
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WINGttlft ON W/ 1/4'0-xOxt•S.S.M S.`(RTO A '/4.`oa S/D»RUNUT'. CK MAY DE FN5TALLEO AT M103PAN OR IV
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REINFORCEMENT INSER"f ?�AS IMM ON gt'S?LIONS HOD-IND AND -IRO,MOT t0.LOCK MAY YC Rta'Tti TfU Al
MIOSPAN Ott 12•iSWMUbt Wiff!OR Aem,t6DSPAN.U,,r OF tCvcMmo RODS 0 IS COYPLEray CPratAL
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