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RECEIVEDFile s { rt. UG 19 2021 A ad iz $CT5 Nome i lag 1n l 2 Us@r Registration Not ToFA i 9tl1 d{:i&Qq lr�t7 Stata E,FattS Publications f L'ontact Us SCIS Site He { -Un"pics Seafdl=i I Permitting da _ �., ^� �{�t ProdUet Approval � ale V$ 01ib Win' ' EM J Vrova9 MOM, Past-s5k Jr'�q<:.(?5�.1s.dJL�„.1.'"s�'usL�M{.Z+t�sn 1.sr�*.>Application Detail,- g ELAll , FL389-R10 eEVIEWED FOR Application Type Revision CODE COMPLIANCE Gode V®rsinn 2620 AppCication Status Approve ST. L. CIE CO 14"TY Comtnenks- BOCC ;Archived. P 6duct Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,"FL 33407 (561)20%8263 bfeeley@easteenmetal,com Autlorized`Sigpature Bill Feeley I , lrodriguezOa easternmetal.com Technical Representative "=.Address/i?hone%Email -Quality Assuirance;Representative ;,AddressjPhone�Emaf{• Category• Shutters Subcategory i' Accordion Compliance Method. Evaluation Report from a-Florida Registered Architect or a Licensed Florida ; Professional Engineer <. Evaluation Report-Hardcopy.Received .1orida.Er 4ineer.orArchitect Name who developed the Walter A..TiIGt,3r.P.E. •Evaluation Report '.Florida.Llcensel PE-4167 Quality Assurance Entity National Accreditation and-Manager-tent Institute Quality,Assurance Contract Expiration Date 12/31/2021 Validated By 'i John Henry Kampmann 3r. Validation Che&list-Hardcopy Received Certificate of Tndependente FL362 R t0 01 C01 ASSA BCAt?E4 gfJf. 3$_.. RI CQI CQI ASSA B ,40 i gdf zL389 RIO C0I ^C QT A54A f3 ADF [d Werenced',Standard and Year(of Standard) tandarci ASTM E•1886 2012.- ASTM E-1996 2012, ASTMM E-330 2002- i TAS 201,202, 203. 1994. Equivalence of.'P,roduct Standards i~ei'tifed'.By c `-Sections;froni,the Code r Product•Approval Method Method 1 Option D Date Submitted,,, 10/15/2020 'Date'.VaiidaEed; 11/06J2020 'Date:Pending FBC.Approval 11/06/2020 Date Approved, 12/15/2020 Summary of Products FL# Model,Number or Name °Description 389:'i Bertha H. Accordion Shutter-Slade aluminum interlocking blades retained by tracks 3-(Non-HVHZ)-Drwg 20-165 i and bottom)for storm protection `. LUmits ofi ilea Instal 1�ation.Instructions Approved for;use in HVHZ:No }} F(�389 RIO II DRWINO ASSA BLA.D[3,0d Approved for use outside HVHZ:Yes t Verified By:American rest Lab of South F16rid6,1ric rlmpact Resistant:'Yes Created by Independent Third Patty: Yes. bestgn;Rressure:N/A I Evaluation Reports:' Other:"LargesMissile Level"D".Max span is 12'-3"for 40 psf ; FL389 RIO AE PER 4SSA Rl AO 3.ndf positive_ASD toad and w3'-0"far 35 psf negative ASD load the ; Created by Independent Third party:Yes 14V3 blade wYj6mindow blade,5'-2"for 110 psf ASD load for i 14VJ3 blade w/6,wwindow blade and-8`-11"for 62.psf,T-11"for y 55 psf.HV3 b{ode w%,tivindoty blade working in unison;Max.span for'V3-,blade',w/o window blade for installations into Metal F'f Stud walls is;79"for max,ASD pressure rating of;,72,-72 and 841.for+64,t64 psf.See sheet 5 for other spans and ASD .pressures 389.Z �Bertha HV Accordion Shutter-Blade 1 i Extruded aluminum interlocking blades rqtatned by tracics(tgptt l Only-(Non.HVHZ) Drwg 20-164 1 and tr ittom}for storm protection _._ i_ _.._� _-._._,______ LfImits•of Use! �,Installation Instructions ;Approvedforusein�iiVHZ:No FL3Rg R1[1 II DRdVINC ASSA f3LAvF Approved foc use outside iiVliZ:Yes i Verifled By:=American 1`est Lab of South-Florida,Inc Impact Resistant:Yes ? Created!by Independent,Third Party:Yes Design;pressdre:N/A 'Evaluation Reports Other:Large missile level"D",Max.Span is 16'-0"for 30 p.s.f FL380 Rio AE PER ASSA BL AbE1 ruff ;negative-ASD:load depending on centermates and locking rod i Created by Independent Third Party:Yes configuration for the HV1'blade,W-O"for+64, •72 p.s,f,A,S:D, i load for-HV-blade for Keystone mountings T-O"p.s.f.for metals; •stud'mountings and W-O"for 110 p.s;f.for HV1A working in unison:See sheets,7, 11 and 20 respectively of installation drawlrigs for other spans and pressures. 3II9r31 i Bertha HV:,Accordion Shutter- Extruded aluminum interlocking blades retsatned,6y:tracks+{td(r 1 COMBO-(Non-HVHZ)-Drwg 20-163 ;and bottom)for storm protection Limits pf Use Installation Instructions 'Approved-for-use in HVti?:No iF_389 R O 17_DRW ASSA SLAOE' 2 Rrtf <x Approvedjbr-use outside HVHZt Yes Verified By:American Test Lab of South Florlda,'lne, i -impost Resistant:Yes i Created by Independent Third Party:Yes Desrgn Pressure:N/A ;Evaluation Reports _Other:;Large.,missile.Max.16'-0"span at 30 p.s,f ASD load ; L39R0 'AE PoR ASSA 6LADF-1 2. for Blade 1 and;18'-0'for Made 2.See schedules on sheet 12;. Created'by Independent Third Party: Yes ;• '25:and 28:re4pectively Lontact.U,::2601[stair Stare R�sd.Tsllahasscn Fl 3299a Friona;OSO-4S7-1324 ' The State of Florida is an AA;EEtl ompfoyer.•yVngyjight;24'�7-:_DY.Srate of noriw:�.::,f iayy S"�eery+ant ;Ac m�'ikrti!-�SI teem-�.:Refunit StaMmenC 1 under Eforidu law;,orrad wddressa5 are public records.If wu do not rmnt'lal,r e•m3;1 address Teff@aAed to-,pow;*to a pubfir-rtti.Crd.,req QSt,d0 not"SPIN AlQ3 Ortic ' 'malt to this entity Instead,contact the office by phony or by traditional mail.If you have any questions,please.contact 6G0.487,1395 'Pursuant to,secteo0�MZ,7$(1) Florida 5 atutc,.cffeghJa Ur i¢hkr a,2dai7 licensees bcen,od under Chaptor RSS,F.S.must.pmvide tS=Department witn an email address if they,have ono 0 h*4`tPviflz ;pioylded may bi used form,omaes communication'ltirth the licensae.Howevec valalf ucdcessas are public mcord.If you do not wish to supply n Personal address,plea5ri': provide dhe Depar'"ent with an Prim?sddr%,lvhich can be made"zilable to the.public.'ro determine if you,are a kenzF' under Chanter 455,F.S.,.pteU4,ci(Ck•;j}'g i' • Product Approval Acsapta; S121 l. .. y1 } .W.4ksi1R'f•iMS^. s ,INERAL-NQMS f BERTHA KY.ACCORDI04 SH14ftE'l2;S15TEM SFDYIR ON, PROTHFLT EVAtIJA710N DDCi1s1EFTt(P.ED.).i4V B£ETdVERff1t71.:fDR:COS�LNNCE:IN,ACCORDANCE tfi14 Tft'c 2010:{7}h+mQ10N)O�`iHE FLORIDA, .. BUL,LDM 4G 00E THB ACCgFgtXl,WV TER SjSTfN W"NOT,BE 815TACLED qT tN,GitYElOCITf;FIUARICAliE.20NE5: DESICN*,M LOIDS SHALL Ba~.'tTEWNED}S PER SECTION 100 OF'THE.ASOVE►MsmDxED CODE,FOR.A 64SEc.WIND SPEEDI RSO)RED BY THE,l WDICT10.V:}'0#ERE,SHW-MR WILL TABLE_.OF...CONTENTS.. BE IkSTALLET)151TR:1 A D,RECTCOTL0.TJT1'FACT�R K4-04$.UWM ASC£7-16 AND SMALL NOT EXCEED THE MAXIMIJU(4.5.0)OESKYT'PRESSURE PAIMIJS POCATED��. .ON SHEETS 11 THRU 1$,19-&':'20. . IN ORDER"0 VERtkY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS&TVWINEO PER ASTE 7-18 SHALL BE FIRST Fmoucm To Asa DESIGN Yaw L.OAais� ARE 1: W BLADES( By M ILTIPLmuG TMM BY 0.6`1:4 OIFOb a o:COW AK THESE W/WCX.(A.SD)DEEM PtMSSURE.RATINGS,INOICATEO ON.SHEETS T 1 THRU Is.:19&�20. GENERAL NOTES SHEET 1 IN ORDEP.TO VM-If THAT COWOREN'TS AND ANCHORS ON THIS P.ED.,As TF,STE%WEn NOT 0,-ZR STRC5SEQ,A 33 3 INCREASE N ALLOWABLE STRESS'FGR WIN WADS WAS..j=USED IN 7HEIR SYSTEM COMPONL79T5 1-20 .SHEET 2. ANAQW.HOWEVER,A W`:ND OUFWIOR FACTOR CDQ1.60 WAS USED FOR VEIMCA118N OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 SERTI A HY,ACCORTUON SOL TER-YSTEM'S ADCOUACY FOR WIND AND LARGE MISSILE EMIR,=LOAD HAS BEEN YL,flrmr,IN ACCORDANCE WRH SECTION IM&II OF THE ABOVE MENTIONED CODE AS PER ATL REPOR75: TYPICAL SHLFTrER'ASSEMBLY 38-44 'SHEET 4 TYPICAL YDNDOVt B1AUE&PANDOW_DETAIL __ �t.,4 h Q02l4:01-C;. �O71S.C1 Loa,ftC,?6 O1 .d J1214,Gi-m NOSH Q2=O6, ?OG'.'�_R!-i0 At.•O dOi1D.o1-11 A$PER TAS-201.TAS-202-k*:AS=2O3-P.iOT000LS AND'ASTMr E-i6% �8 22;. Hdf LA y��;AND KV WINDOW-BLADE AND E-110 ST'RRDAR-{5<LSa.,.E OF l 0,S'.91,D ZC TS 1,2&3)& 122OOt 10 AS Fes•:US r'QT,ZQ3 12 203 PRaI`OCOLS LARGE MLSSR E 'HERE ARR CABLEl .. HY vi 5G ',L Ot: C�)gc5•Cs.Of-08 AS P r-Am-.-1T;.66 AND E-1gS6 (m vs LE LVU D,VlOiD TO:°nf:i 1,2,3).SAS::PROTE'CRON ONLY AND§0725.01-63 AS PER TAS 202 PROTOCOL. TYPiGIL SHW-ITER E.Lk'VkT3,ON&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 !xH R004,,ERAS%; •`S ARE t0 WORK`t V;ms ATT14 Wl!OTHER UC:C;L'R-.1S CENCR.AL LINIrfAlto"15 AND CONDMONS Or U!�£INDiCtTED ON SHEET 19 INSTALLATION MAILS G-M, CONCREfE/SLOCK SHEET 7 j(( BERTHA H.V. "`UCH^N 'I,S 4+A Tckim),USto AT BLADES,',KNFn.SQE AND FOR C,.tR,,.CT U UYT CONSI ;IrA TO TRt.T S<rL1LL BE$14<2.75'AND$14si.75'RESPEM?EIY,410-HT MINIMUM SERIES CENTF.RMATF: DETAILS HV SHEET 8 F ^"AR1ES5 LYL - tS TYM l:a,o ksi YRy L'ti D STRC'•tt h°IT'. -90 k^i'TENSILE srlcF1,Glp. T Ih SS.+A13.B_Cai,Eu ;TTH 8En„Li HL•DACROSHiELD COATUX Sf.-TEA AS MANUFACTURED BY APPROYEU CENTERMATE ACTERKAMO DETAILS WSHEET D yTt COATE "wRr'DG>PF P x S`° F1401ST *i, VITH Ai!P.-.A.V SIIVM..R EM SISTS A^SOMTKIN.P13S WU T 6---AR THE tf'J Li&RKING OR:TH?R 11M. A.AL' eXTF:C'S`C:5 SNii€.SC ALUMJJS;,4 fSS;X;lA1 L ALLO..Ah:"EWER AS vDrcATED ON SWEETS Z ••,D 3.M#'LWUM`!ffiJ STRENGTH FOR 5063-T6 ALL7t IS 30.0 ke AND 35.7 ksi FOR END CON:NZCT:07 DETAILS 1-6, CONCRETE/BLOCK SHEET 10 0005-T=�A_,,.,t.4:t A!I ML':..(E(7R,; ?a N t•ONTA%:T iSiTH DvMMIL49 RAIE?IAL$S-AU. C+lWF-tY WTM SECilON N,-6 O THE 2015 ALUMWt3M DESIGN VANWL MAXIMUM SPF,'t TABLES SHEET 11 - ANCHOR SCt EWLE- CONCRETE& BLOCK SHEET 12 5 ALL=ck:Ms lv1 sv,S;A;T9I1-%S STEEL 304 OR 310 m t5R=OR.c".CRQf .014%RmLSi4t0 OOkTr>C3#3LsGW B"XxL nS PER V%SO0/9 VATI4 50 ks!MIN.YIELD SM.ENOTH MD 90 U WN.TENSILE STRENGTH. ANCHOR SCHELkiL.E-• CONCRETE& BLOCK SHEET 13 AND S!i4ti,CD?aE Y WJ rwrzi 4 BUILDING CODE stcri0N 2st 1.3.3.4 ANCHOR SCHEOULE--CONCRETE& BLOCK SHEET 14 6. BOLTS TC 9E.ASTM A-34 7 GALVAN$ZEO STT,-c{„OP AISI 304 O.R 316 S£R;�STA`:LESS STFE;.7irk,S w'QUolJM YItLD SiRZNmH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE;a-P1lA.OV,It:C SHFETS FOR ANCHOR SPECIFICATIONS-,IT✓BLADE(D: 12,13.14.15 AIM 20 INSTALLATION DETALS U-R, WOOD SHEET 16 HV BLADE.'0&9 WOWNC IN UNISON! IZ 13& 15 INSTALLATION DETAILS S-M, WOOD SHEET 17 8.THIS O_?;'; t S, END COViECTION D-ETALS 7-12 & X, WOOD SHEET 18 hh rLY.KCOR'3'0tk SHtfF.'.a R S7ST%.�E><_i A.F< PI.T£N7 s �7�.Si32.C�t'f•O&ET;TS'„•'. THIS ASfiF.;hAi A4E ttYSs'Vu""'tEn,IN WHOLE OR iN PAR{BY U.S. ?ATENT�5'458,179 ISSUED i0 EASTERN METAL SUPPLY, .'RC. 3 T F}s„L n t'�;�s ;;r 0,-';FtF CC'R'RS::T r f V*,T' it Ur,; 4•-ESS ,..TsL R .,::.r 01 c£ SiK tic r,TO m !4 EA.:Hio 0,N3km� PRO?EP A+TCHOR.GF.4XZP?Y:�S:tQ;;4Z iF.L.,_kt,URt. �A,��55��.�� `-e( �q 5 • '•• Cn3..d7.. L I xx Ail -3.RTFa f 01 4r ri E'1" r*T&11,vG LN CONimtILN' TS T wr,,H;Y„BL.1 DINT-m PRE:clIr kv,,Dv A N4fom(SN. Ty r*IL 51'4FTTiR E.Ev4hOj s1iE£': ID - iC 'r k FIR P.r'1 k,-,YT LABEL N A\ 'LC,'-CC i'v Y'NnP•it.!"s.�;?.q_:-Y. .'T_"C z or Hunw,:.A;.Y't?r.41,;ti4`•.V U<�,i},& T,;':nr0.O7 OTHERS.MUST PROP&X:Y CUM.=2L,P)AD,Q , cat r a1Ls�r ti v o�.ar,Ax1 L,v Aa+n hD cis. Qt .x YYLiI 0Nt EtLAn .t1}-XILY .ABO 'ZnNU 8E LOCATED C'N A RZ9-%Y V�-:SU LOCAVOk AT =11mDa,I, OtlUTlcp.Ij...,yr,}I?,;,^tli.2. 07`1•i':Ef`tr.ir.S 17tN,5.. OF FLORDA BUILD:N CC,O£'C*E 1F3£1..:tt&L c2' INTTA.LLVION DtTAR,S,}di:X.ax'"i SD WALLS. PLACED FOR t4"'R, OPT,*.,tw.L•$.^M TO COW V','!TrH SEGTeSN 17CY.9.2 Or THE FLORIDA,Ru tu;?43 CO?2. �,•,•,-„-•,,,. �„����,,,,,,,�„„_•�,�M•.tl.��r,��, P 12. BEe t,,: c Y cobs,^`:NUTTER STSTEAY5 ei57ALL4ZJY SY41 001,PLY u1,Ii SPECS R,mYt Alin i-i Ti-43"*7hi;AE;r:,US,A'f.E ><",.,'>MT11 2Y+'�tiS:T#E.C11�t1OIfi PROVIDED @f THtE PERM?M APP,M TO. 13. (e) CI+,S P F'•D.PT�-PARED BY Ti i Et%d;',+_"ER 35!,'{l';:fI:O A'w:7CCi L-1:mwm IHFT;91#ATiO;3 A'{!:>S.,c SvciAr.A; 01-tOF L, iv'rI[3;_C THt^.ff CONDITIONS DEV,A'IT FBD�.I P;E.C+.. .. (�)c:'m,z; n a T F.^t:`sIIE FOR T:-E SaEcl*k, ANQ INSTA;UMUN ti LUI,-,v i�,E 3;I-n :�7 H,. �.t41Ue'T.VStO ON lWl=.J,D.,PROVIDED HE/SHr:DOUR :01 O-Wrf TF;4 THIS 09MviNG SHALL ONLY SE USEO TO THE COND.710N,DUMEll ON TF6S'DX"W-CoUSTPUCTION S.S'T_'TY AT SITE Is THE CG nR_CTOR-s stsw4val:SCT. 0fjT�S1�'°I FER 1'I17:1 E TF�E STATE OF I.ORII�7� (e)TI,HS,Rr 0 K tl BE CO+ISP3EREO VO/ALTO G AL.TEP.F.O BY ANY MEANS.. (d)SR:SPaCL+?•C IRI.-Iftl's S"L`u BE Pr"..,"P:RE.D BY A Fl ORIOA FHEC.STEREO E7 C44EE;.OIR P'r+Fultc't WXGM THE e*#•LEIS OF RECORD{E.O.R.}FOR THE PROSF-rl AND WHO K81.FIE P,�.a'O'+?S.^•.E TOR T.tE^r2J!' i`5Z OF THE?.ED,7.141WXU?Or PL:02'!.,;..T•4O AS 4..ST G,)TITS C14 1NIER TO i..c. SUM#;O THIS LA.Tr R THE Si7c>PSC.R:0RA14*s rmi REV:EY. W OV,,NV'..P.E.Q. VALL REAR THE rATE A,ND o.'uoC'oL sm AND siatwimc OF Tic s4wium OF R CO:'+O-1 HAT P'Reo-,isv f1'.. rr�,11 hh ¢ R.t}El1I.�.:DijfLD2tT' C(1X �.. High �e rc14Y �t3 r,caRO ¢H3r'2 -«..._ ...,. -,,...,..«.w....,..,.,,..,..,..-...•,.-.... Itfjlllu l'P/l .-............._..._...,._...-....-,..._. i}} .....,....... L'3i0 Itl.tE 27 trx. .......: ,,.. ..0 ll ,'ZO=AS�TFpF+�NjiE77lL IJlPIY tYC. ....•,..»..- C/�lOi. d"......»un.cc .. tt} '�`� 1�4tC€..t"�.ion 'shuttor systet21 3 >n �., 1 jot. ` E J.EI2 P( 4>/[5'1r�U F +tXbrArR tip, 4T�/ roa°° ..:.yA.`� '>�.,-.1 L xa }r R_ .Acv .,e+»r3ro m ,T:ru++P tin, * N..-::. T;W ESTIT)G& eNGUfIEEgING COMPANY •ACED©ri4:Si:T StS1L1T`_Y S 5`'8e°t18 '- = :• y.,�• !r v r ,r aI s._3s<1aL,-a+.c�,m�+>s.v..o�z�ssse: A,.""so'cl rlD n ti50. 1 t JLp ro:t[r hale GsiL 7.2rrc C ems. 5•TATE C t ' e� 'y ,r, c -n fs aTT 1 D Sm.::(305j971-1531 b$.WOstrooai%r•r€VH = -� '( y' f tri.� e- •�'t4 oQu,AzDm .Ltlts t }',0,rn Pe..cC, Fl 3;st37 s. 1, in LNG he CAW 20 t 64 MA. 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