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Home My WebLink AboutProduct Approval Vile BCt5 Nome - ..oq In User Registration J Hot Topics I Subm' u r W F S. x li ati ns i COntaR Us BClS Site Map i Links :Search Product Approval COUNTY ST. L�BOCC CIE CO16J �11 1 Y USER:Public-User r idiictAnproval Menu.5 Product or Apv:iiation vC>WVI I Auplieation Ui t a.Application Detail _ k � FL k,. . FL339-E210- �?E'�,L�ilt �) :Application Type . Revision FEB t' Code•Version 2D20 0 1 20�2 Applicati-Status_ Approve J rST. Lucie County :3riritting =Comments. i A' htv-ed' Product Manufacturer American Shutter Syste'rns Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)20978263. bfe.eleV@easterPmetal.com Auth,dhzed,Signature Bill Feeley I rodriguez@eastern metal.com Technical Representative Address%Phone/Email Quality Assurance Representative Address/Phone/Email:, i! Category. Shutters { Subcategory Accordion Compliance Method Evaluation Report from,�a Florida Registered Architect:or a Licensed Florida Professional Engineer I' r Evaluation Report- Hardcopy Received' "Florida Engineer or Architect Name who developed the-Walter.k.Tillit,Jr.P E.I, Evaluation Report Florida License - 'PE!- 4167 'Quality Assurance Entity. National Accreditation and'Managernent,Institute: Quality Assurance Contract Expiration Date 12/31/2022, Vandated,8y John,.Henry Kampm3nniJr. Validation Checklist-Hard,copyRece ived_ Certificate'of Independence §S-. =- rrm-Aam HLADE ; ;gam, Referenced Standard and Year(of Standard) jUndard Year ASTM E-1886 i' 2012• ASTM E-1996 2012 ASTM E-330. 2002 TAS 201,202,203 11 1994 t � i Equivalence of Product Standards �ertified-6y,- >,Seitio'ns.from'the Code i J r 1 Y I II I Product Approval Method Method?Option D f5ate'Si lbmitted 10/15/2020 ;{Sate.Validated 1.1196non Date.Pending FBC oApproVal:. 11/06%2020 I � bate.:Approved. 12jiS/2020 $ucnma ;or}�„f Products' i _— fL# Model,,Number or_flame i t)escripY:ion'i 3E9 1 1 Bertha HV Accordion Shutter-Blade- 1 Extruded alum' fnum interlocking blades retained by"tracks.(top 13-(Non,hVHZ) Drwg 20-165 and bottom)?for"storm protection � ,Lcmits of Use I Ttiiatcan:Instructions "Approved for u'se`it HVHZt No 17U� R1q 11.1 DEWING ASSA BL,ADE1,psf : Approved for use outside HVHZ:Yes Verified By:!American Test Lah of South Florida,Inc. :Impact Resistant.Yes. Created"by Independent Third Party Yes Design'Pressure N/A i Evaluation Reports d i othar:-Large igissile Level"D",Max span is.12'-3"for 0 psf f1.389 k!Q IAE PER ASSA BLADES Ad ! positive,ASD load.and 13'-0"for 35 psf negative ASO load the _ Created by Independent Thifd Party,Yes I HV3 blade:w10 window blade,5'-2"for 110 psf ASO load for j hiV3 blade:w/o window blade and B'41"for.62 psf,W-11"for 1 55 psf HV3 blade w/window blade working in unisan:Max.span i for HV-3-blade w/o window blade for installations into Metal Stud walls is 79"for maa. et.ASD pressure-rating of+72;-72 and 84`for,+64,=O psf See she ,5 for tather'spans.and 45D: f pressures 3A9 2 Bertha HV Accordion Shutter-Blade,1 Extruded aluminum interlocking blades retalnad by tracks,(top - Only=(Nnn-NVHZ)-Drwg 20-454 i and bnttom)Ifor storm protection; Installation Instructions t.imrts,of Use' �-��•�®�' Approved for use In"HVHZ No E11399 1 B12"II 9R1YM } SA :BLADEl: Approved for•u`se outside HVHZ:Yes Verified By:jAmerican Test Lbb of South Florida,Inc. � Impact:Resistant:Yes. Created:by Independent.Third Party Yes: besign:Pressdre:N/A Evaluation Reports d III Other-Larcje missile level"D%Max.Span is.DY-0'",for;30 p.s.f I FL3B9'RIO I'AE PER ASSA,BLADEE: d negative A5D load depending on oenterritates and lockingrod Created b Independ2nt:Thlyd Party:Yes.. �Y, :+configuration for the HVI blade;8-0"far i-64, -72.ps f..A.S.D:-i ;laud forHV blade4or Keystone mountings 7'-0 p s.f.for metals 1- stud mountings'and V-0"'for-110 p.s f.for HV1A working in ? f utiis6n.•See sheets 7, 11 and 20 respectively,of.installation Y � drdwings,fof otherspans and pressures_ 3$9 3 Bertha HV Accordion Shutter- j Extruded aluminum interlocking Blades retained by tracks(top. LCOMBO-(Non-HVHZ)-Drwg 20=163. I and bottom)'Ifor storm protection J*Its of Use Tftst�allatfoq ZnstrucRagns —._ __w Approved for.use in.HVHZ..Na FI 38g R10 IT DR 5}_t SISSY BLADE1'2.nbf'Approved for.use outside HVHZ:Yes i �.. PP. . Verified By. American Test Lab of South F7orida,,Inc; Impact Resistant Yes Created by Independent Thl'd Party Yes Design Pressure N/A )evaluation Reports, Other:Large missile.Max.16-0•-span at 30 p.s.f ASO load l FL' 1t10I AE 2R 8.SA,Moil, 2.gd for Blade 1 and.18'-0"for Blade Z,See schedules on sheet 12, j Created`by.Independent Third Party Yes 25 and'28 respectively i I i:ohtset Ue.:t:26©I Blair Slone Road.jallahasie0-FU32394 phone:'85U-AE7-�fl24 The State Stato of FYtir9tta i.an 1•'.TiJEE0 5inpinyar.,C�igy ght.2607•<(it;i StatR bt Florida r P.rtv+tcy%SSbtement:;Asc is 'I ty S6tertiknt t Rofund Stafament under Florida late,omail addresses:are-public records.If you do not viant your e-mail addrassreleased in response to apublic-records reiiuest,:do not send electronic `melf to this entity..Instead:contact the office by, or by traditional mail.Af you have any.cluestioris,please contact 8Sb.a87.1"45.Rpufsuont.to Section455.2750), •+tic ida 5totuKe,ettecctivc gctiiber 1,zat2,:.Ocensees iicens@d under Chsptor 455;.r 5 tnti.%provide tho Deputment.with 6 emaii"3ddreis if they have one Tito 4mai s i�provlded:may be used;:nor olficial comrndnlcai;icn with tite;licensoe.Huv€evei•email atldre6sds ire public record.If You do not wish to supply:a persanai eddr.sS;please zprovlC®the.DepanmgP wttb an email.address vvhlch can be made as callable to rbe publjc_ra"determine if you era a license e undue Chapter S5'%F5:,pleass:'cfi'tk`here:, * " Jimduq Approval;Accepts: - .. .. Ur dil f.ard' i I I Vi GENERAL_ OTES:. I.BERTHA fLV ACCQRDION SHUTTER SYSTEM Sku ON THIS PI ODU,c,T'EVALUATION D00IiHFNT(P.EO:}�HAS BEQd'VElSlF1ED;fOR,CAiQ�LWJ�.'IN ACCORDANCE WYSN THE 20�:{781:EDRION)OF THE FLORIDA BUILDING CODE 7hq ACCORDlON.SNIiffEF Sm p SHALL.NOT Be INSTALLED At',mw VEL, _Nl!RRICANE ZONES: :: . ..... `- DES"MD LOADS SMALL BE.AETMNED AS PER SWIM 1620 OF THE.ABOVE VENfWNFD CODEJOR.A:BASIC WIND SPEED-REQUIREDBY THE UURISOICAON WHERE SHUTTER WILL. .TABLE^OF. CONTENTS.. BE INSTALLED W1TI4 A DIRECTIONNJT(.FACTOR:4d-O.&%.USING ASIX 7-10 AND SHALL NOT'EXCffA€THE MNOMUM'(hS.D:):DESIGN:PRSSSURE PATIN&5 INDICATED _... .__.. ,.. _..... .ON SHEETS 11.TM:45, 18,&"20.E LOADS OETERIANEDPER ASW.�•16.SHALL.BE FIRST:REDUCED TO.i1.S.D.DESIGN LOADS. AREA 1' W4.8L/AM('& ,4. M ORDER TO:.YERtfY`THE ABWE tX)NLDRWTF,13LDkATE 17ER+,+i V;TiND .. y BY MULTIPLYING;THEN-BY 0.9 IN ORDER TO:COMPARK ThESE W/LIAL:(A.SD}DMGN.PRESSURE RATINGS[NON,.ATED;ON,SHEETS I I TNRU�15,10 8&20. GENERAL NOTES SHEET IN ORDER TO VERIFY THAT COI,TPCNvm x"1 ANCHORS ON Tile P.E-0.,AS TESTED,W,-C NOT UNTR.",Rm %A 33 9 INcR:hSE IN ALLOWABLE STRESS FOR ftO LOADS WAS,b=USED IN THEIR SYS7ub1 CtlMPON`Nf5 1-20 SHEET 2 ANALYSIS:HOWEVER.A WN DURATION FAGTO4 CD-1.60 WAS USED FOR'VERIFICATWN OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA.MY ACCO;OiO' Sgl:PTi ER£YSTEM's ADEOVACY FOR W€NO A,40 LARGE WWU5 iWACT LOAD HAS BEEN'WRI'IED IN ACCORDANCE WOH SECTION IWJ.2 Of THE ABOVE MENTIONED CODE AS PER TYPICAL SHUNTER NTSEUBLY 31-37 SHEET 4 AM REPOMI TYPICAL WINDOW BLADE&WINDOW DETAIL -HV=.ADE(t 00214.01-03. 01211,01-O5.16317,02-06,$060S.01-10 AND 10210-01-11 AS PER 7AS-201.TAS=AN.I'1. 7A4--203 PROTOCOLS AND ASTIN E=1B66 AREA 'j•,[W n AND HV WINQ�W BLADE �lA� AND E-1996 STMDARDS (,WSSP„E LEVEL 0,YdND ZONES 1,2&3)&01220.01-10 AS PT,TAS-201,203&203 PROTOCOLS LARGE MISSILE. (WHERE �FPt,I^a.3,�h�nE E - -HV iYtNDOW MADE 0 50505.01-Ot,AS PER AS1L1 F.�-10EG mr)E-i9S8(ttl=-IL£LEVEL 0,YA'..D ZONES 1,2.3)BaSX:PROTECTION ONLY 94D S 0725,01-08 AS PER TAS 262 PROTOCOLL TYPICAL SWIFTER ELLVAT€ON &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BL,OCK SHEET 6 2. HV&ADE(D.tNO W YONDOW BLADE 9ARE ENOINEk7Q1 TD WCRK IN V,,7XN ATM EACH OTHER UNDER THE GENERAL LIVIfTATIONS AND CONDITIONS OF UZE 14OtCATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BE.RTIV,N.V.ACCORD'.Ott L'I."",.(NV SCREWS),1=0 AT BLrltT.r''..I Y.NUCKLE AND POR DIRECT UCU41 CONIR'ECTEON TO TR4'KS SMALL BE a14r2.75'AND RESVEOINELY,410-HT MINIMUM SERES CENTERMATE CETALS HV SHEET B STAINLESS STEEL SCREWS%mll I.X&O Ltst YIELD STRENGTH AHO 160 W TETNVIE STRENGTH.PINS SHALL BE COATED WITH BERINA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERAIATE ALTERNATING DETAILS HV SHEET 9 COATI ffG APPLICATORS,REGISTERED ATM.kti NCJIN SHUTTER SYSTEMS AS.SOCIAWN.PINS MUST BEAR THE lNY KkWI NG ON THEIR HEAD. 4.ALL ALUMIR:IA EXT$WSIDNS S1iAM BE ALIUM:NUM ASSOCIATION ALLOY AMC,TEMPER AS INDICATED ON SHEETS 2 AND 3,MMSMUM YIELD STRENGTH-FOR.500 i6 ALLOY IS 3+').O ksi AND 35.7 W FOR - END COMLECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 E005-15 ALLOY.ALL ALUM".EitTRL510NS I.'r'CONTACT WITH WSS LAR MATERIALS SW-11 COMPLY W:TH SECTIOIT Ill-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPA`I TABLES SHEET 11 ANCHOR SCJ4M.ILE-CONCRETE&BLOCK - SHEET 12 S.ALL SHALL RS LLY SiA,FLORIDA3iU:L 'O4 CC 399 SECTION N Y41f 3- CGRR0.f+SN REr15?t3JT CCk1r"f„f C,i,�eBUYJ$FL4'L h5 F'ER 0?N 515098 WITH 50 ksi MIN-k1E1.0»1TtF1.`OYFf A1,.0 40 kai NIA.TcNSLLE STi2F.N3TH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/F,.3RI Ei'J3LOIN0 CODE SWITCH 24t 1.3.3.A ANCHOR SCHEDULE-CONCRETE&BLOCK SHEEL7 14 6.BOLTS TO BE ASTM A-307 GALVANIZED SiZEL.OR A..st' 304 OR 316 SERIES 5'TANLESS STEEL WITH 35 W RNIMULd YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SNEERS FOR ANCHOR SPECIFICATIONS:Fr/BLADE 0: 12.13.14.ID AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 1i`V BLADE(Z&0 wCRKNc IN UNW-4: 12. 13& is INSTALLATION DETALS S-X, W)CD SHEET" 17 B.THIS BERM SUPPL H.V.ACCORDION SHUTTERS'YSIEN @EARS A U.S.PATENT y'6'779,SB2,COMPONENTS OF TN5 APPROVAL ARE CCOVERED.IN WHO.OR INPART 0Y U.S.PATENT.515'458,179 ISSUED T0,EASTERN END CONNECTION DETAILS 7-12 & X,WOOD SHEET 18 METAL SUPFLY,MC. D.R SHkL BE TT€E nmm,Saw_ff!OF THE CONTIFAmp TO VERFY i}r SOUNIX m OF?HE SIRUCTT RC VRlERE Sl`IVMR tS::TO 6P'ArA€HED To l,-0UgE PROPER ANCHORAGE.'fit{TFsAgOli,T"O. LLCONTINUOUS 'Si}l:%;At,R<„ -- ^-• RI.A£3E j,+1,3,', A SR11TtER COMPONENT EDGES WHICH REMA'N,TH`gU FASTENFIB IN CON INUOUS�CD!iTA^T WI Ti ISIF BIJ LOMG.-TO,FREYEir WINDAkN._Jim�f'N: .' ... tYA11CAt,SRt1iTER,ETi"VkT14H 'SH..£T t$. . 10. EACH UNIIT MUST B°P4 PETiL^Y'N7 LA'SE'L IN A VISIBLE F4FLS WTI TIAr.iVLS NOTE.•DUMN PERE=OF ItU WARh1NM L MT:.OtiTl£R,'IE+TPIiT,OR OTHERS,MUST�OPERi.Y,,Ct:OS ALA{N W*tip Tll]5�Ep7�� CENTFAALATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. � � - .. .. ld 4. Ml y'AI!!N[1JW._QL DE(D W. 11.SH"TER MDANUFAC:UREF.S LABEL SHALL BE LOCATED ON A RE mo,Vr�LBLF LOCATION AT A=.R.V.ON SNUTTER'7N AlwLWu 1OE.iV RLSi IECTJON 1704,LI.S OF FLORIDA BUILD;NG CGT7E.,ONE'LAj_-4lgLL.BE. IT.Isf",k r ON OL"TAIL� MET 5TUJ'WAala�. .. Silck;t'.30. PLACED FOR CVERY OPEryWI,L;u` JNG TO COMPLY WITH SEI.`RON 17051.92 OF THE t1WIDk BUP.JNNv OOh.... 12.&:RITIA H,V.,".CCORDIGH`_-I+URER SY5TELCS A4.+�ALLADON_51VL GO#.PLY WRY:SPECS-aTJi M,ro) .D.rYA' N;;~JA ANY WIL Nt'AHD`40N N. .R=OULARONS PROVIDED-By'TM8.Rfmnic=ft PERMii Ca APPUED TO. - 13. (0)Th"S PE.D.PF.EPt4ED BY THISt,4GINEV IS Gt1.'MC AND DOSE NOT PRtrf�'?N74iM104 ft*A::T£SKL'IF,L F'ROJEC;;1-44EF'E T(4E Sj1i:CONDITiONS DEVIATE FROM'!T!f$'.P,E.D... .. ... TO Er K. 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ENG:NETER OF RECORD.ACRNC AS A DELEGATED tW4,W,TO VE,AZX.ETNCINEM'SHAUL SUC14T TO THIS LATTER THE SITE SFEC;F?G ORlt N!IGS"F i - (o)O=W' P.S.D.SHkLL BEAR THE CUTE AID OMCN41 SEAL AND SI^,T.°ATUM OF 1)1?WRgr-SS'O L]C EN(RN 'R.OF RECOd1 Y{AT F"Ef A sR D IT.. �711Ly�ry p�P1(�L1��r, , :.�.:-....-.,.M..,.- N•.Q,%'aA' BUJLDJ Ni 4bm etl [g tf 6ty Krrie.ant,_.. &OtiP�. ``\`sA 1f11fliJ }yy�� *wn tg1ELXj 7NC _ '9ytT20 L STERN UVAL.^UPPyL,Y�!G ENJ_ W'rl".. , Aceoi?rll Shu�t 'Sysez . L N�. v 111.W ORW!okvt1 t ,. No.441 7meFicdn S�1 Shaffer stelns "�^ t1LUT�2E5 TING,k ENGfNEERING COMPANY - * '' 6w ? WzS NN%3&{Ie 3[ 5za 4 n ea Civ:ntrls,FWf6ty alto A$'SOC(tl#IQa.:I{gC _ ,1.. DLD T7 f.07 ,_._.� •/�CkTEi 7f"" '2Dw .. �-ryg .S7/1TE ,�.,�,.C3A ` J+3 ;5 Ono,d� (.lT.}8TL'15A F3+t (J05)077-1531 `)SET PtlSC7LSSlfS-(71'>`Yt'. Z_ ji} 5VNI19G NO moA:A Ir W>a com 15 est Pdi Yi Pepctl:'FL 33i, a _ %.,pir� '�CRI *`` Tio19F P.E 20-164 ALAI SS•"• ��}''�e�iq./t1Nr3l "im 6t: A 1i7 ....... 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