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'West'P 4I 8eac6 fL 33409 w ' s(561)209 8263 bfeeley@easternmetal com Aut,ppged Signature Bill Feeley= , . Irodnguez@easbaf'rI tetai Corti�, ,., �_ Techacat Representative,.; Address/Phone/Emailq ° lI x ° e L t Quality Assurance Representative Address/Phone/Email . S Category-, Shutters:` 'Subcategofy- zAccordion ` �� � ¢- " r k Compbanee Method Evaluation ReporGfrom a Florida Registered Architect or a Ucensed Florida f " professional Engineer Evaluation Report Har"dcop}rReceived , .:�.�I..Z!,�1.,,..1�-'-�-'�,"",,,,I 1 I,,-,�;��1�,�,.-�,,,-,'"�;;,",X��-,�,1-,,;,,-,I�",�I;,1:�I,,_-*,��.-�.".--, ,, rt Florda Engineer or`Architeet Name'who deveroped theuWalter A_ Tt1Ut Jr.P E Evaluation Report Flltnda Ucense y - :PE 44167 , � - Quabty Assurance Entity ':Natiohal:Accreditatiort�and`Management Insgtute Quality Assurance Contract Expiratwn Date 12/31/20Z2 �° , Validated By John Henry Kamprfa fin 3r Vaudationhec�C�i�c Karo4oPyp4 e! - , CerfificateofIndependence ,.RIO S�QY.`&Si i9�—:-:f-----m-- '- [ k i lid—, $ 5 4'" Ref erencedEStandard and'year(of Standard)F. e � i 1/eai -� ASTM E 1886 2012 ASTM E-1996 2012* `.�ASTM E 330 2002' TAS 201 i202 203 1994 j . Equivalence of Product Stantlards, : h` ' • , GertiiledIl I . _.. �Sedaons fpq' A, a Code r „ " __ �,Froduct Appro�ral:Methoc �ietholl opttan�n� +fSateSubinitted; . , IOJ15j20Z0 '. •;QateValilatec� . ... `ff(06J.2020-_ abate pertilmg FB+~ftpprotial: 11j06/2020 " date Ap,"proved; 12115J2b20 Sumrra,` of Pr"oilucts,. FL# Model;'Niwmber:ar(dame DesCFiptron: 389 i e ' f3ertha;HU Accordion ShutEar 6iatle txtruJed aium�num Cnteriocking blades retalnetl by#tractts(tiap,.=, 3 {Non"tVHZ)-Drwg 2Q=ii55 and tiottamj;forstorm pratecttont ! ` Ltmrts of Ilse Tnstallatiop Instrucfii►es . Approved,fo'r use en HVH2 No: ' FL389 R10 II`QRWING ASSA BLADES Add Approved for i se outside HVHT:Yps; Verified By American Test Lab_of South;;lornddAnc. °Impact Resrsfaht,'Yes- Created by Ii dependentTh' iT,Party YQs:'` .. TDesigiri„Pressi" N/A EValuat�osr lti port , "Dtherr;Lawge1 de level Q' Massspan`15s]2' 3 foC,�10,psf`,, L3B3 li1tl=-AE PEit<A A=B::1iDE3 ndf pastEfve ASQ Idbd and 13'-'0"for 35.0sf negbtrye ASD"116ad the:" CreaEes3chy Indepanden Third Party,Yes; HV3 blade w/a n0 w blade 5 2">Eor 11U psf'ASD load fore "" HV3 blade wJo window blade and 8"-f.1"for.:62 psfr 9 41'far °•SS psfaHU3 bladewJ4vindow blade worktrig in urnson MaK sp�ri> , �, far t1V3b1ade w)a;wlndoinr`biade fqi Installations OW stud :Stud r vafls rs 797 for mex.;ASD pressure rating of�72r 72 and: - 8¢K for+64, 64;psf See sheet.S f r 6ther'spans an,.;ASUF . pressures 3fi9 2. ' Bertha`HsY Accordion Siititter-Blade 1 Ez(truled attlrtihum'inkerlocklpg blades retalited bytrac(ts stop A. Only (Non NVkIZ)=Qrwg 21 I64 _ rid kQttom�fob storm pratectiott" mrts of Use InstallatiOnl Ta§�ruc�ons Approved foruse in WYiiZ N0 ��'0`zi'[3Rj SSA:9LaD q ,:<Approved far}rse outside HVHZ.1�es`� Verified By =Alsteriran,TesE Lab of South,Florida,I(ic, _ Impact Resistant°Yes Created by lndepentle t Tbird?arty Yes bestgnPressurn NIA Evaluation Reports 7� �l7ther +Large missile leve►; D" MaX Span i5316 0'for 30 p s# FL38� RSO AE PER ASSA BLADEl ttegatnte ASQ load tlepending on centermatesand locking rad : Crewed byndependeijt7ttlyd:Party Yes: :",• canfigtltatwn fot the HV1'blade 8'.bt for t64, 72 p s f A S D: Igac forifV blade<far Keystone ountings VLW p s f 1or'metdl5 stud njgtintlllgs aiid m 8 0"foC`130 ps f:for`HVIA wbtictng ln: ` ��uhison_.5ee=sfieets'7,'f�`a'nd`20,res`pect�yely',oflnshallation " ,: •, ._ . _ - -x:«-.. ,_. _- , w rcirax+mgsfaf atherspans:and presstiros_ _. 89 3 Bertha HVJtccord'ion ShutteF Bxttuiied a�umtirum`lntetldckmg blades reEalned byttaclts(top:"`_ COMBO �f Nop HVHZ) ,Qrw�Z>J,163 and b'ottornl fcr storm ,ratectwrs. ' v l.�trirts of Use ;; " Itwst�ifatiorlrIg5irua�ions . . °ApflrovedfgruseinHVHZ Na FLis Rr0 II DRW A SA BL DE1__2"tldt Approved for use ti We HVHZ_ Yes• Venfietl By Arnertcan Test Lab of South Fianda,Inc;, 'Irtlpat;Resistant.,des, Thud Party Yes 2 °Design Pressure N)A. Evalgatwn Reports, *fattier 'Large mrssl(e Max;16'0 span at 30 p s f A5D Food F 8+ l3-t) AE 3PER}� As BLaf7E1rrdf foR Blatle 1 and i&`0"far Blade 2 See schedules on sheet)Z;;. `Createsi by Independent Thirtl Party,Yes` 5 and8 resp�i tivel = Y r , tohcatiu .t:;26U3 etatr,(.nog d44611 399!P'one a441-4924.A." ` :Tile Stato of Flvrt °is dn`AJV�Ea efYiy{byerd_gyi£®ht 2aQ7-�i113 Stafe�ef Floctda ;P(,Y _Ste rnant es4;.tiiitrv'swtQh,ont iYg�nd'_St6'temeot.. 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Y -GENERAL-NOTES:: 1 BERW•H.V ACCORDIN SHUTTER S15TE61%OWN ON"Ild kdDUCT EVALt/ATON 000I1A3®YT(P ED.),iw' BEEN!VERlF1E0;fW CCWUANGE:'W ACCORDANCE iL41H THE 2620:(71N'EDITIDN)OF iNE FLORIDA '. BUILOWG•CODE.?lIS ACCORION;SffUTiER,S1alEM 511ALL NOT 9E R15TAt1ED AT NTGN..YELOGT:(1N3f71tICNtE ZONES: -_ .:.:......,_I:._.- ,,.:...=. ._. ..<... .. ..-::-... ,.. . DESKAI,W010 WAN-SWtt1.BE pE{ERf W'D,AS,PER ST CTON4020 OF'TNE,ABIy�tE.WRMONED CODE,-FDR:A.URM;1T1ND SPEED REQUIRED 13Y THE JURISDICJ3DN WHERE SHUTTER,W4, TABLE F. CON7E{dl'S°. . BE ItiSTAl1ED WITH A iOOTECTWNAUT(-FACTORX4-O.%.USC'K3 ARKS 7?tb'AND SHALL-NOT EXCEEn'THE MAIOMUM;(FS.D}DfSIGtT,PRESSUITE RATINGS.tND1CATEO` , ..._ '`- ..--•_. .S... ON 9IEETS 11,THRI)35;119*20 'TN ORDER TOP VERIFY'THE ARM CONDITION,ULTIMATE DESkW',WRJA WADS;OETERMINED.PEA ASTE I.1®%KL_BEARST'REDUL$D 70 AS.D DESIGN,WND•100S' AREA:.1. HVi.BLADES.CD,&,: - ? BY MtiC.Tp0loG THEU",BY 0,8;)N'OTtm TD coopw THEE of 4AvL,0.-0) H P,RESS„U,RE Ra1tFfGS'1NDJCAtFSD;ON SHEETS 11 THRU i5, f9 - ' GENERAL NOTES SHEET 1 ' IN ORDER TD:VERIFY TkW COM[WNMTS AMO:ANCTi0R5`ON'_TFDS'PPO..-AS OEM,WERE.NOT OVER;STRESSED:A-53.R-fNCREFSE;W 7V.lOWABIE STRESS FQ1j•Wi ldD Wh9S WAS,J�Q USED i9.THEIR smir.1 Ci1iAPONENTS 1.-20 .SHEET 2' ` ANAL? .MWEVER.A WND:DURAT)ON,FACTOR,COvT,60 WAS USED FORrVERIFICAWN OF,T'ASTENERS'IN,WOOD:." .. - BERTN'H.V.ACCOR0f4N SNUTIER'SY8TEH'S:ADEQUACY MR WIND AND.tAKf;:E.L95SRE mvii Cf-LOAD RAS BEEN VERIFIED IN.ACCOROAHOE.WTI.SE'GT10N 16D0.1:2.OF TTe-ABOVE TIEHRONED CODE A4,•PER. SYSTEM COMPONENTS 2T-37` SHEET 3 r _ ATL ... . ".. TYPICAL.SHUTTER ASSEMBLY '38=44 "SHEET 4 ; g - 9Fi1DE O _. ... ., _ ,..., .. .. .TYPICAL O OOW BLADE. NDOW-DETAIL. 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CENTERWAT£ DETAILS HV SHEET 8 STAINLESS STEEL SCAM WITH 134E ke}YIIID STRENGTH AND ISO bl TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA NV DACROSHIELD COATING SYSMA AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET'9 COATING AFPUCATORB;REGISTERED"07M AMMCAW SHUTTER SYSTEMS ASSOCIATIM,PNS k=:OEAR THE HV MARRING ON THEIR'HEAD, 4.ALL ALUMINUM D%TRUSIONS SPALL BE ALUM€MITI ASSOCIATION ALLOY AND TEMPER AS INDICATED ONE SHEETS 2 NO 3 MINIMUM YIELD STRENOTWFnR 6OG3 TG ALLAY IS 30.0.ksf'AND 35:7 W FOR EN?.,C M ECTION•DETAILS T-g,CONCRETE/BLOCI( SHEET'10 6005-•TS ALLOY.ALL ALUkt WRL. ONO N CONTACT WITH;DISSIMILAR MAIIEMAS SPIN L,CWF4Y�WTNi SECTIOy til-8 OG 1NE�2015 Adi761WUM DEIGN:MANUAL, SPAN'TATTLES SHE T IT . . . .. .. - ANCHOR SWEDULE-CQNCRE[E&BLOCK SHEET 1.2 5.ALL k.T6:'6TS To 6-L STA:mm 6'R:1 L 3D4.Olt 318'A751 S'U=,bR',='=fON RESISTANT CCA'TETS CARBDN SR@£1..AS PER DIN 5DO/8 WTI.So w mm YT�.D 3TRDM A11b 90 ks1;MIN.TENSILE'STRENGTH. - .ANCHOR SCHEDULE- CONCRETE&BLOCK; SHEET t3 SHA •:' . AND LL,COMPLYW/FLORIDA BUILDI'M3 CODE SE.^TON 24J 1.3.3.4: - .ANCHOR,SCHEDULE--CONCR(7E&ubbK', SHEET'14 . 6.86LTS'TO k XSll A-30'66W&D STEEL.OR AISI 304 OR 316 SEPM'STARILESS,STEEL.WITH 35-$of MINNUM YIELD STRENGTH: +, ANCHOR SCHEDULE-WOOD SHEE 7.SEE THE FOLLOWING SHEETS FOR,6NCH OR SPECIF)CATI�:'iTv BI AIDE +�...t2,t3.14;18.'A,Vo 20• . DETAILS... .`... WOOD ., INSTALCAt1QN DETAILS td,R;WOOD SHEET 18' .. ... ..... .. 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