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f X'F BCIS.Homa ,Log In User Registrahon Hat.7opfa i 5ubatiC Surcharge Stats:lq-Fares pubhcatfahs (, ConCaa Us SCIS Siha Map} t+'I.(nks SearUti,i. �E01�4 Product Approval' -� � USER FuYi)Ie Usor, . - .: .... ... urt�n�arovaf'M�nu y Pvcl+sct�pr Acplieativrt°"garck�:{�g,�tca,�t'ap`7.,zt s ApPliwtloh Ontsll;=; OL 4 )l3$9 R10 Applrcakion Type,' Revision Code Wmion 2020 FILE COPY Application"Status;'. APP "' Goirnents Archwed. i?rcduct Manufacturer American"Shuttersystems,Assoeiation,Ini;,; Atldress/Phone/!mall': AMS.tiVestroads Drive West Palm Beach,FC 33.407' - ,(561)-2b9=8�63 bfeeley@.easternm66L,coni: Authorized Signature' B10.Feeley irodrlguez@easkernmetal com" 7echnicat Representative;:. '' Address/PheneL�Emaf{ .�' Quality Assurance Representative AtldresslPtione/Emafl, } Gat®goiy. shutters: Subcategory. Accord'ian Cortipliance McChod;; Evaluation Report from:a Flortda;Reglstered Architect or a l icensed:Florida. Professional Engineer vaivatlonReport='Hardcopy Received i l°lorida Engineer.or'Architect Ne"mem o d'evelcped'the Walter A TlihE;7r RE. Evaluation'Keporf,7 " Florida Eicense PE-44i67. Quality Assurance Entrtyr.: National Accreditatlar>and;Management'Trsstltute: Quality_Assurance Contract Expiratlori„Date -_ 12/31/2021 Validated John'.Henry= ampmahn Jr., llalidationChecklisE 14alticopy Received CerCrficate of Independence.. F189 R30'GOI COI A SA BlDEi :per _)LH5;1110 CQI GOI ASsA BLADEI°2. `F1:W R D COL 0S.A SA B:AhE3:►5df. Referenced§tandard anii Year of.5tandard ASTM E 1$$fi, 2Q12�; ASTM E 1496:'. 2012> . 2002 Equivalence.of:Product Standards: Ole: By,.," sections frorii_the Cviie . Peoduct Approval.Method, Method 1 optlor_i]'. Date Submitted, 10/15/202U Date Validated' 1:1°%06%2070: Date Pending FBCApproval' t/0lG/2020 `Date Approved" 13/15/2026 SurnmarVW Products: FL# Model;Number or"Name Desoription. 389 1 Bertfia.HV Accordion Shutter,-Blade Extruded aluminum interlocking blades.ceta rsed by tracks(top. 3-{Nan;l-VNZ);=Drwg:20'-165 : and bottom)-for storrii;protection Limits of Use Instr111ation Instructions Approved for use in HVHZ:No FL389 1110 if DRWING'ASSA B Approved for ease outside HVHZ:,Yes Verified By::American Test Lab of youth Florida;;Inc. Impact Resistant:Yes Created by Independent Third Party:Yes _ Ibesign Pressure:N/A Evaluation Reports Other:Large Missile Level"D",Max span isA2 3,"For 46;psf FL'' 9 R10 AE PER ASSA B bD 3 itdf' positive ASD loan and'13'=0"for35 psf negative ASi7 load"the Created,by Indelsendent7hird Party:yzs. Hv3 blade w/o Window blade,S'-2".fcr 110 psf ASO load:for HV3:blade w/o window blade and"8'=11"for:6.2 psf;9'-.1 f";for 55=psf 110'blai:16 w/window blade,- rkini3.in unison:hlaX span; For HV3 blade wJo window blade.fpr installations into;:Metal Stud walls is Z9"'for max.ASD pressure,rating of.+72 72.an8 84.",f6r+64,-64.psf See sheet.5," �otherspans and ASD. `. pressures.; 389.2. Bertha"HV,Accordion Shutter-Blade.l Extruded aiuminil n interlocking blades retained by tracks(top Only-(Non_HVHZ) �Drwg;20-164 and bottom for storm rotecbGarr: _ . ) p .Limits of.Use Installation Instructions Approved for use in:HVHZ.No :' FL385 R10' II oRyIli,�2 SSA BL1DE9"125 ;AppFoved'for use outside HVI Z.Yes Verified By:American Test Lab of 5outh'Fioride,:2nc. Impact Resistant,,Yes Created by.IndependentThird Party;.Yes: Design pressure N/A Evaluation Reports Othert Large missile level D Max Span is 16 0 ;for 30 p s'f FL389 R10 AE PER ASSA BLADE!pdf negative ASD load depending on centermates and locking.rod Created by independent Third Party:,Yes. configuration for the HVi'6lade,.8'-...6"for+64, 72'ps ioad.for HV blade for_Keystone mountings T=0 p.s;f.-or°meta ls 'sfud mountings,and,V-0",for 11b pa.f.,for HVlp,workifrg In unison:See sheets 7;:1'1 and 26.respectively—of instaliatlon drawings for other spans and pressures. 3893- Bertha i IV{accord'ion Shutter Extruded aluminum interiocking blades retained by tracks(top. COMBO(�.(Non-HVHZ)r Drwg 20463: and bottom)for storm protection limits of Use Installation Instructions Approved for use m;HVH2 Na'- FL389 RSO'II DRW ASSA 8 AD i ` Approved for use outside HVHZ:Yes-: Verified By:American Test:Lab of SouthpFlorida,:Incr Impact Resistant-Yes Created by Independent"Third Party:Yes Design Pressure:,N/A Evaluation Reports. Other:large missile.Max..16'-0W'Span at 30 p s f ASD load: FL389 RiD AE PER 'A,`SA,BLAADEi 2 odf fo='Blade 1 and 18-0"for.Blade+2.:See schedules on`sheet 12, ,Created b_Inde endent Third Pa ZS,and,28 respectively;.. V. .Y p.. rtY .Yes tsa;_: rara�r GOntaCt U ,:2601 81air.51166a'Road;Tallahassee:FL.`32399 Phone:850-487-11324, ;76e state of plar(da is an-AA/aq eitiployer gv_lyy; ght 2407=013 State of Florida..r:Fr1va4-y Statement AGC9ssibfiity 5thternent:;:�llafund-Steth mast -Under Florida(eiv,eineit addresses-are pubffc recaids..if you do nOt Want,ybur a-ma11 address released in response to a public-reeords regpest,�do not send eletcronic mail to this entity'Instead,:contact the office by-phone or by traditional..mailAf you have.any questions,please contact 850,457.1395."Pursuant to section'455.275(1), -Fleride Statutes,effeetiive October 1,2012,11censees licensed under chapter 4s5;Fs..must Provide the oepartment with an email address if they.have one.The.eritails: -piovideV may be used,:for.official communication.with the kcensee'.Howaver email addresses.ace public recoid.11'you,do notIwisfi to supply a personal,address;please proyide,the Pepartinent with an entail address which can be made availableso,the public,To peter nine It you are a licensee under.Cho 455,FS.,please'click'hke Product Approvol Accepts: PKERM,: . :Credit Card saflli GENERAL-N01M 1,.BERTHA kV ACCORDION"SHUTTER-SYSTEM!Sk'MN ON THIS PRODUCT EVALWi1ON-DOCUMENT(P.ED:)HAS BEEN'VERIFIED FOR.IXA4�I.UNCE"'DJ ACCORDANCE PR1N THE 2070(7U1.EDiTpN)OF THE FLORIDA :-.. _...... .BUILDING CODE RILS ACCOR610N,PIUTEER SYa1EtD SHALL,NOT BE INVAL ED AT MGM'VELOCTTY FIURfOCA'JE;ZtlNES y� .OESKk WINO LokS...SHRLL,BE DETERMINED�S;FER S 2tl ECTION ta OF:TNE.ABDVE.MENTIONED CODE.FOR A BASIC WIND SPEM,REOURED BY THE JURISDICTION.WERE SHUTTER.WILL. : ABLE qF CONTENTS, S BE INSTAILED.VITN A DIRECTIOt[k"FACTOR:Xd-O.88,4USM ASIDE 7r1R AND"SKA L NOT EXCEW7 THE:W40MtAI{AS6}DESJCdi'PRESSURE.""Go"Go NDICATEED ........ .:._.... .. i .ON SHEETS T1.IHRU"15i 19.Mk 70:: TW ORDER TO VERWY.THE AEOVE;tXRJD1TLON._.ULTIMATE_OESLGLM YRND LOADS DETERMINED PM ASCE 7-t6 SHALL BE,FIRSf REDUCED To:aSA OESION-:61Fi0 LOADS; ' •BY M:s.Tu+I.YITKi 713€N BY O.6 1WORDW70.COMPARE um W/,Mat (AS•q DESIGN.PRESSURE RATINGS k*CA7E0,ON,$HEETS 11:THRU 15.19:9 40. GENERAL NOTES .SHEEP 1 U7.OkItK 10 V&JFY_T1SAT COIIPMORS AM ANC41M 4N VAS P.E.O..AS,T£STW.1YEAE�,NOT'MR.STRE5SED.ok ��DCREAM IN:ALLOWABLE STRESS'F"N1FID tOAi>S,WAS.)�psgp 14.THEIn SYSTEM COMPONENTS_ 1-20 SHEET Z. A AIMLTStS;.FgTLEVER,A>s"ND,DURATION FACTOR 1.80"WAS USED FOR:VF. RCATON OF FASTETiMIN:WOW SYSTEM COMPONENTS 21--37 SHEET 3 BE71TiA'HN.ACCO1m10N.SfiIJTTEYt SYSTEIJ'5-ADEQUACY FOR WIND AND,ViRGE..W5371E IMPACT LOAD HAS BEEN VFRIFTW M.ACCORDANCE.WRIT:SECTION 1000.13:Of-THE,Aao .MENfIONEO fbOE AS;PER TYPK'N:SHURER�:ASSEMBLY '38-44 SHEET 4 ATL PFIORTS. ,TYPICAL WINDOW"BLADE k WINDOW DETAIL G� '.` -HV 9.A}tE 0 �Q8ti4.0i-O3.{Di 9.ai-fl3,�1C04.oi-03;•P12i 4,o1 35:>(f0317:01-136->i48Q@:01-iD Alro}6210'01-11 As PER`TAS-201.TAS-202 AND TA5-205:PROTOCOLS,AND'AST!',E'-t 886, /G�i7�F�ep7• 1JV 9Le [1)"AND. / IN .8(�E AND E-1866.STANDARDS(hDSSIL6-tdVFl D.WIND 2ONE5't;,2 ffi'3).k:I}12ZO:OT-10"A•S'M 7n,201.203.k:203 PROTOCOLS LARGE'MSSI E, _. .. MERE AE �• .. .... -fN:14ANDOW Eti:Ai1F:�9,AC3Q3.01^08 PER,AM E=1686 AND I^7846(LfIS$it[LEVEL D.WINP ZONES 1.2.'3)BASIC.PROTECRbN ONLY AND 4 0725.01�-:65 AS PER TAS.202 PROTOCOL TYPICAL SH.Ui_(ER ELEVRTIOTJ&NOTE$ON-LOCKS SffEET 5 ,. INSTALLATION DETAILS A-F...CONCRETE/ELM( SHEET 6 1.'NV BADE,AND:HV WNDOW BLADE a AR€ICNOW`ERED:TO WORK, WRSON WITH EACH OTHER UNDER THE 06N(TyJ.LRMTEPIONS AND CONDITIONS OV USE TNIxrATEO ON SHEET 19- INSTALLATION DETAILS G=M,.CONCRETE/8L0(OG :SHEET 7' 3.8F32TIN N.Y.ACCC1fD1ON.PIPS(NV SUKIIIS),USED'AT kADE,KNUCKLE AND FOR DIRECT!CUNT CUINECTION T0,1PA=,SHALL BE#14xL75*AND,J14x1.15'RESPECINELY,410-W MINIMUM SERIES CENT HV SHEET B STA1NlE55 STEEL SCREWS WITH 138.0 k6i.YIELD STRENGTH AND ISO Lmi TENSILE STRENGTH.PINS SHALL BE COATED HRH:BERTHA W OACROSHIELD COATING SYSTEM.AS:M.INUFkMED LTY APPROVED C .... ..... .. ... COATING APPUCAHMS;"REGISTERED YAM AVEAICAN SHUTTER SYSTEMS AS50CXATIM PINS MNST'.BEAR THE HAY WIPWO ON THEIR WIW ENTERMATE AILS W. ERIIATE ALTE'RNATINC DETAILS MA MUM AND'ALL ALUMINUM FXTRli5K1NS SHALL. ALUMINUM ASSOCIATION ALLOY AS INDICATED ON SHEETS 2+VID 3" [BdUM YIELD STRENGTH FOR 6063-T6-ALLOY IS.30M.kSl�.AND 35:7'k i FUR; END CONNECTION DETAILS 1-fi,CONCRETE/BLOCK ' / BOOS-T$rALLOY.AM ALUMINUM SORUSIONS IN CONTACT MTN O159MitAti`MATERULS:'SHAEC.COMPLY.WFIH,SEQTIOL7 RI-&.CFTHE 2015 ALUMINUM OESRTN UANWtiL':, MAXIMUM SL'+AN'TA73LES, SHEET t .... ._ ANCHOR`SCHEDULE- .CONCRETE k BLOCK SHEET 6.Al:SFd.TTS W Bk$IAMISS MILL W4 09'316 AIS1 FS SER OR VORROSION RESISTANT COATED CARBON:STEE1.9 PER:D IN WM6 WITH,50 w MIN.Mb;i OC14 AND 90,ksl MIN.TENSILE STRENGTH.. ;`.ANCHOR SCHEDULE CONCRETE do BLOCK, SHEET"13 AND SHALL COMPLY"W/FlO78W',BUS9TNG CODE SL4•110141:.2411.3.3.4: ,ANCHOR SCHEDt LE-CONCRETE h BL.00K� SHEET'14 6.BOLTS'':TO BE:AdW�A-3R7•GALVANREO STEEL.OR ASI,304;OR'316.:SERMS4 STNNLFSS STEEL WITH 35 W MINIMUM YIELD STRENGTH: ANCHOR SCHEDULE-;WOOD SHEET'15 . INSTALLATION!0£TABS,.M-(J WOOD SHEET 16 ` 7,SEE'HErFOLLOWINO;SIIEETS FOR ANCIi.OR:SPECIFICATIONS.:HV BLADE O::1213:14,15 AND 20: ' INSTALLATION.DETAILS S-'x WOOD SHEET 17 . FN BLADE Q:g(3WORIONG'IN UN35QN:12. 13 k IS. - END.CONHEGTtOV•DETAIL 2-12 B X,WOOD SHEET 18 ' 8.THIS.BERTHA'K%,ACCOROW SHUTER SC5TOA BEARS A V.S,.PATEW"}6•.778,%2.COUPONLTR5 Of-I" APPIRCJAS.AR€°.COYERfD.:VH WHOLE"OR IN PART''BY U.S.PATENT jVj58;179 ISSUED TO.FASTE( - ` METAL SUPPLY ANC -. ,. eT...j� D.TF':SLlitl•BE Im RESPDMStIIiLRY; ,TILE CONPRhC7'QTi'TO..YERDY TIfC' LI'1JDrIE59 OC"7HE;'S7RUC743RF`i WFIETiT)`:SHLTTTF,F£",BE T fl i"J�TD V+1aSLd2 PROPER.ANCHORAGE.`GLtT(TTTAC'L'OR;70 Sr,ALjGAL A :ALL SRITIER,COMPONENT-E03ES:WHICH:REMANd,1HRL1 FASiRILNG IN:CQNTIHUOUS'CD6TACT;IWTH.iHE'".WONG,.'JC(.FRE1?ENT•wro/RAIIt;'1N3RIS�N•".3 ' CAL.SH)ttlTIIt,F:LEVA71Otu SHEET.Tii 10..EACH-UNIT"MUST BEAR PERMANENT LABEL IN A Y62U PLACE WITH WARNING NDTE:.DURiyG PFIt[ClLS 4F ItURR1C�dE WARF0N�G5 HOMC r!prYJER.f1EfWl"Ci_�pR QD1FJIs, uL15T r'F6�ET4.Y Y.'L05C'AL.Hv M?11D . fAp g� .����H B gaE CC�ONLY :.:z DENIFRM4IES'AND ENGAGE"OR"LOCK ALL FfV AND HD'LOCK'. Y- _.` 4H.1 i ... A:.LC(tON DETAhS METAL•5L1tD V!A!}5' 11.SHURER,I&mFACTURER•S LABEL-SFtAL:BE I..OGTED ON A READILY VISIBLE LOCATION AT'ACCORDION SHLTTTER'iN ACCORDANCE:WTM SECTION 1709.4.9 GF:FLOR5IA BUILDiN,,,PCip 1XdE,lABE1 SHALL� INS( I PLACED FOTt EYlk7RY OPENRNO.-lABE77PIG:TV"OOMPI.Y.'WITM 9£C710.'7 1709.92 DIVINE FLORA LRbTARIe.GORE.:±:' _ � SHe"Er 24 Y'l..BERIFIA N.V.1cGCLHBRON-SHUTTER:SYSTEM•5 RJSTAL(AT10N:SHALL GOLR9.Y,WOH SPECS RJU'DA1E'D I[d,TT'RS DRg117AG 1 ANY.' I$dTIHO AI1(Y 7�ING TIEGULANONS.PROWDED El�T1tE PERMR.ISyAPPLEI3'TO; -.. y ,.•- : ... . 13.(o)THIS P.CD!PREPARED:BY THIS ENMEER WOENERIC A'n0."boES':NOT PRaYrDE'tNFW1LiATlON F�A SiT£_'SE?FCU7�C PNJd�CT I o- N1iERk"r){E 6DE:COHMJIONS:DEVIATE AtLib=TNC P.E.D - ro}:c6HrwcDroR ro'BE�r: rsle�'FOR.rs+€aaEcnoN;PURa ,xrr0 INstuunoN,n Cut s E'sr�t Dr t�r3oouct EwsED DH t #s D;:PRo�oW H SHE aor�«toT b�vir r 1 NIS (3�t!►WiNG 5NA!!.�ONLY E Us''ED 7� THE:CONIRTIOEKi,M7A:ON TWS DOCUMENT:CONSTRUCTION SAFELY AT'SiTE,iS,THE.COF7T8AOTDR'S RE6PONSlHItRY .... . 09TA1Fi,°,PEkMITS',iN`THE ST{tTE QF;wfLgR1QA (e)THIS.P.E.D.WILL BE CONSIDERED'IWA61)IF ALTERED.BY AM''k1EAfMS. (d)SITE SPECIFIC;PROJECTS'SHALL BE PREPARED Rf'A FT:OR$A REGISTERED-E46NEER OH ARCNIf€GT TiHRxi Yf0..BECCMtE'TILE ENGINFfR Or WORD!(6.R.)°FOR'THE PROJECT'AND V1Fi0.LTB.L 8E " .RESPO7ISFBLE E1pR;THE PROPER,V'SE OF THE P.ED DNGIN V?DF RECORD ACTING:AS,A DSEGATED"ENGLN6 a1 TO 111E P.ED,E'FK2,NEER SHt1L SUlVdIT TO THIS LATTER THE 51TE-:SP CHf1G OfWWF1Cu ft;R . ,... ._ i i 11EYIER., ... : ' . F �H ,_cli NE0CNL PEP.SHALL 9FH:THE DiEMQRC Al aFlSA �tTLR '� TE[ S HLJrc TteT , {,,,{� o TIL.TECdI xND. . it W/pR i/ss ycv tsara�ryst No.441 7. �4 AEnbrtl do ShLrtior Spst601 xecL�TmN al - 1ESTiNG'SC ENCaN(£ER1HC CUMFANY `` ,a ;rl2/ L1AT6'" 2D24 px 36IR."51:Mt,.16%Wr"�x4 C M.FLDMW�f '�� i (�IT+` STATE = Par. (TDatFAx:,(30S)eT1-1531 A� � �185LTOt1(1S TktIW;:, a DfilAWL�14 Nir - e-+71o1} RAxc�walcem tYebt:'paim >3eDct� FL 344 s O,r" (OR{ rkoDcsrl9 4 "" j Z T>/iTtR A.TIGT'Jr P.E q�A/FS+S;/O....• :.�`t� j ....m.. �,< NR L 'E}t6jStGtdATU$ .LATE { SLID F3LAtE S„ v_S1NflfFRSA4 I LOATI R'.;' .SARiER' ::Cv l:S.2.IFNUtH,US F'AIEN1-. 4"s817s. ,: AUMIE11 ae USE Wf, CuAUFn FOR usr,W/ FN_H[ALFe l'?/N1r DIRECT fit' HV SLADE J { HV`t�11NOdW 9LApEr Qens-T RL#OY AN0 TF4 PFR: OUAUF7ED FCR'USE" I V 606346 ALLOY AND TEMPER UE OF C . E 19 OMITATIONS C 6T- RLLY ANDE C TEMP $' .Cm i6'-til yi. 724 a• a#z 1 Qom' no C7 ' Ap,� ADAPT!? tt�/L IPI o c s W lK VER C etuau r FOR us> wt Nv CS,HV �•ADJ OQ�TRACIf HUtD C?s cuu.frT-a FOR U�C w/AilV i0H ENCH TRACE, zsat_ a_.. LtT53=TL 4LOY AHD IWPER - BLADECtIFLfF!EC FCR,LSE uYJ:tiV 6063-Ttt ALLO' h TEMPER'-: BIADE CNLYWf`H' - Y RAINGUA(�D 6lAUE PER .:. R t t6 ..,n E063 8 iLLOY A1F0 TEMPER CnRLIFiE6UHFAD Us Etoy 'Yt/a p ".Crif -3ta'-LILNY say _ Vun �» j �- �t #`wi NV H6�Rl .__a s2+� it HV CEICINff"'HEAP R �> l A �Ii r 13 HD C€I�tAlfa HEACjiRl51lL., pis{fS[6,FOli"i,1SE.`t'i IIY.,9LAC[wt6I+1Lti O .UFfEC6,dF8 Td tU.6,ftiND•HrE E�1 CNIY QU1i11+';EL"FOR USC',W �p L}- 5EE SECnCNS FU7 VAfJ6+ F SECTTCNS f4R.V QUALIFIED,FC .USE W/-HV ,60"GS•TE ALLOY.TWO`TTIWA.... � � "666'S`ic'mtEi'�aNtf"'ScaWfJY � - - 6'�A[?E'ri if)NLY .. ram. TEl/P'tR ( 041E1C A 8 T ffi - k -"7 t 1;6t clnr dtyE•t cg _. a `' CiUrU FiCU' CPR USA W/,HU, g,UMMNU61 ANral�,�t µ t TM 2 8 7OUALIFIE UAK(O t6T1 X 19J" D$CC Y:,UStE N—fl HV. I3L%C�( i?tlAEtiTfEQ F WI Ffv. € r IRflE 1 MAX Tli All V A11A TENPE? Ea65-Tn,+1lOY 'tyfi IEWYtR.,- �/ :FL_ i �IV[tt�1tI - 7� 008 '. '..H1 t1 F'.ICIG/� ,'��7Ut;n^6I?F.' 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