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Product Approval Shutters Accordion
File Copy'= -`rR, -�* s �s uh OCl Houma ! Log In €u User Registration 'i9at'tcpics + Submit.srim Large _ Stats'a Fads t, Pubi(cations:. Contact Us= 13CT5 Site Map �'Ufiks Search Cv'$ s4i Product.1tpproval USE R•Public Usar g€tear:s „`n• r& patra,AcL-tgi� > rodu_t o axr,tl�atarx �rrc >Lgp cr ; }Application Detail Play-d� FL? R�V'l { !�W E�®' F0 Appircation Type Revision. ODE COMPLIANCE C Code Version 2020. COUNTY Application Status Appro 9 ■ LUC �+^ 'Cortiments OCC Archived product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,.FL 33407 (561).209--8263. `bfeeley ct easternmetalsom Authorized Signature Bill Feeley trod rigudz@easternmefal.com, Technical Representative Address/Phone/Email �uality Assurance.Representative Address/Phone/Email Category Shutters Subcategory' Accordion Compliance Method. Evaluation Report ftom a Florida..Registered Architect or a Licensed Florida. Professlonal_Engineer Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed the.Walter A..Tillit,,3c P.E. Evaluation Report Florida license . PE-44167 ..Quality Assurance:Entity National Accreditation and Management Institute Quaiffy Assurance Contract Expiration Date 12/31/2021. Validated By, John Henry.Kamprnann Jr. '. .Validation Checklist-Hardcopy Received Certificate of Independence FL3139 Rio Cox eor ASSA BLAU�j, :gdf Eo89.p10, col'.COT ASSA 2,ndf •1`089 R10' C0I"COT ASSA BLADE3.{�`r Referenced'Stariclard and Year'(of Standard) Standards Year' ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 -2062 TAS 261,202,203 -1994` ,Equivalence of Product Standards. -Certified By Sections front the,Code Product Approval Method; Method 1 Option D Date Submitted. 10/15/2020 Date Validated 11/05/2020 Date Pending FBC Approval 11/06/2.020 Date Approved" 12/15/2020 Summary of Products FL# Model,Number or Name !Description, 389.1 l Bertha HV Accordion Shutter Blade l Extruded aluminum Interlocking blades retained;by tracks.,(top;: . 3 ;Non-HVHZ)-Drwg 20.-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in FIVHZ:No ¢ FL 389 RIO 11 DR1fiIING--ASSA BLADES, Approved for use outside HVHZ:"Yes I Verified By::Arnerican Test Lab of South Florida,16c, Impact Resistant:Yes Created by:Indepetdent:Third Party: Yes Design pressure N/A Evaluation Reports. Other:Large Missile Level D":Max span"is:12'-3"for-40 psf FL384,R10 :AF PER ASSA BLADF3;0df positive ASD load and 13'-0 .for.35 psf negative ASD toad the i Created by Independent Third Party: Yes. HV3;blade.w/o window blade,5'-2"for 110 psf.ASD load for HV3"blade w/o window blade and"8'41"for 62 psf,9'-"11"for [55 psf HV3 bladem/window blads'workirig in unison.Max.spar. for HV3 blade w10 Window blade.for nstallations:into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64=64 psf:See sheet..5 for other spans and ASD, pressures. 389'.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by.tracks:(tap; Only (Non HVHc) Drwg 20-164 and battaln)for storm protectipn Limits of Use I Installation Instructions Approved for use in'HVftZ:'No F 'F39...$.q,_U bkvvirac ASSA pdf Approved"for use outside HVHZ:"Yes .Verified By:American Test Lab of South Florida,"Inc.. Impact Resistant:.Yes Greated.by.IndependentThird Party:Yes " Design Pressure::N/A �Eva luation•Reports Other:Large missile level"D":Max.Span is 16'-O":for 30.p.s.f , FL389 It1O AE PER ASSA SLADE1.pdf negative,ASD load depending on centermates and locking rod l Created by Independent Third Party:Yes :configuration for the HV1 blade,8'-0"for+64 -72:p.s:f,A:S:R_ " loadfor HV blade for Keystone mountings 7'-0"p.s,f.for metals stud.ntountings and,8'-0"for 110 p:s.f.for HVIA:working"in unison,'See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. _._...__ Bertha HV.Accordion Shutter- ~� =Extruded atuminum interlocking blades retained by tracl<s,(tap COMBO-(Non-HVHZ).Drwg 20-163 and bottom)for'storm protection Limits of Use. Installation Instructions Approved for use in HVHZ:No d FL389 R10 tt DRW ASSA l3LADE1 pry Approved for use outside HVHZC•Yes l Verified By:American.Test Lab of South Florida,Inc.,, Intpai @ Re§istant:Yes I.Erected hy:Independent Third Party:Yes 'Design Pressure:,N/Ai Evaluation Reports' gthe"r:Large,missile.Max 16.-0"span at.30 p.s.f"ASD load 1 FL389 RIO AF PER far Blade 1 and 18 0 for Blade 2.Sae schedules an sheet 12, ' Created by Independent Third Party: Yes " 25 and 28 respectively t�:-�' confect Us-:i"2601 Walr:Stone FC32399 Phone?050-457-1f;24 The State of Pionda is an Nt1EE0.arraploycrr.Cagy tlfNt"2007202.'.St,:to,f Florida: Priv:acy_Statemprit::ACce. ibWjX St6tement::Ftefgnd 5tatemerlt under-Florida Inv,,email addresses are pubtic.Ca mds.if you do riot rrant your e-trlali address released in res7ro,i5;a to a puttil-recards roqui st,do not tend Athttronic_mail this entity.Instead,contact the office by phone,or by tradihonal matt.If you have any.questions,please contact 350.497,1395.'pursuant to-5®etiba 455.:,75(1), Florida statutes;effectme ectcber.1,201.,bcenseps 1,cenwd under.Chapter 465,F.S,must pri vide ttie•oeparmant tirnn an-email address�if they have ane_M0,6maitss -ptovlr3ed may ba usr d-for efrcial communic„tion with the literisee:•liaweverernatl adsir>:sses,are public record;IPynt do Fiat wish in supply::a.personaf addras5,�ilcase" provada the Department with email address which can be made avail ble lathe publlc:'ro d,"e.mine it you art a ficerw;ive under ct,apter 455r F.S.1;pteasv"sAfck Product Approval Accepts; BEAM -V.A OR ACGOPfITIERSSYSTEM SPOWM Sl{- P D 1N51:;ALU NOTES: 1•BERTHA N_V.ACCORDION SHUTTER SYSTEM StOWN ON'tL5 GENERAL r PRODUCT EVALUATION DODUSF_i4T (P.ED.)HAS BCE3L VERIFIED FOR�COYJ'I.IANCE IN-RECORD/NEE Ofti1i THE 201D(711t EDRION)OF THE FLOPoDA ED AT NIGH VELOCITY HOARICANE ZONES, .. . DESIGN MND i.CIADS S1uA.1,BE DETERt9NED AS PER SECTION{6?0 OF ME A.BOVF IlENMWD CODE,FOR A BASIC WINT)SPEED PEOUIRED BY THE JUMS€CTION SSHER£SHLRTER WILL TA13LE OF CONTENTS. BE IMS'TALLED WITH A'DL'ECWfAtJTY FACTOR Xd.o,eS,'ITT* ASCE'7-16 AND SHALL NOT EXCEED THE MAXINW((A.S.%)DESK41 PRESSURE RATINGS R!VCATEO ' ON 9€EET&11 THRU-15, TB&.20E CD 4i ORDER I L� I'Y Zir:�76 C :.ON,LLT,ALM E OE4:Cn Y.T:D LOADS DETE,miIIED PER ASCE 7-16 SHAl1 0E FIRST REDUCED TO A.&D. DESIGN RIND LOADS I is 8!A€lE$ 8Y 11.ULTE?L'^NG THOd 8Y O.o IN 62DERTO COMPARE THESE W/MAX.,(4 G.0)Dt-SIGN PRESSURE RATINGS INO:WTV ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY 1144T COS!'CNET.'TS AND:VC6ORu ON THIS P.E.O.,A5 7SS7£D,tWW. NOT WiR SrRESS£U.A 33 2 1NL7,?EAS£3.ALLOVIAELE STRESS FDA WNO LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ' ANALYSIS.Llel-VER,A WND OURATICN FACTOR CD.1.60 WAS USED FOR VERiFCATION OF FASTENERS 1.4 SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HV.ACCORXN V UIT R rr'rEW'S ADEOU,4CY FOR WN-0 AND LARGE WSSiLE 161PACT LOAD,HAS YEN 14RIP`ZI)IN ACCORDANCE WITH SECTION 1509.1,2 OF THE ABOVE MENTIONED CODE AS PER TYPE SHUTTER ASSEMSLY 38-44 SHEET 4 ATL REPOR S: NPLCAI_VsTNDDri'BLADE&'ARNC10Y1 OETA!L -HY B:ADE>D "rO2f A.Q1-O3,1Sf.715.4?-03,WT1G04.01-05. 1214.C7-O5, •="O31f,02-:iG,1060D-Ot-fU AND 1?CaTG.0)-il AS PER TAS-201.TAS-202 AND TAS-203 PAOTOCOLS AND fSTM E-1&35 AND C-1996 STA4'-Ai0.75(i.SSIUE 0,VAND ZONES 1,2 k 3)&1122R61 ?n AS PEP,TAS 201,203&203 PROTOCOLS LARGE MISSILE .09 HERE AEEL{CAQLE).. -HV e;r:OCt'r?LACE 15505,01-C8 AS PER.xv.0 C-1G'S <--2-6(ttis5?fz,LEYu 0.Yf':?2ON'.S 1. 7,3)EE.+:rC PRDTEC ON ONLY AND @ 0725.01--66 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELE%'A7*N& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.LfV E,ADE{J+. ;Nc NV fi'MmO "-s f1E v AFty ENGfNEEY.°_U TO vicRK:`I vunSuN W'rN€ cAm OTHER UNDER THE CS7LEPAi,UMITATW0 AND CONDITIONS OF USE INDICATED ON SHEET 19 !NSTALLAMON DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.Y.;s-SC'>REW V (tL SCRCAS),TIED Et BLAZES AN ><160 E hND TOR RErrn MOUNT SR-*11. C TO 7PACK5 SHALL BE#ACRO 5'AND COATING RESPEO'DMANU MANUFACTURED MINIMUM SERIES CENTEROATE ALTERNATIING DETAILS HY SHEET 9 ST?.hl£SS STETS � }lY5 TITH 1...0%ai`k'J.0 STF<�1GF4 AND !30 ksI TL?:STLE S1Ro:I.Y,7 P1N3 S1i].L DE COATLD YAi11 OEATiM NJ DACROSIiIELD COAiL.L1G SYST'c}tl AS MAIIUFACNRED BY APPROVED CCATI)LC WPLICAu. RS-11STFRED WTsH JJAMCAN S[An*T. R SYSTEMS ASSOWPONt PINS MUST SEAR Tilt HV Mk"M ON THEIR HEAD. END CONCTLON DETAILS 1-6, CONCRETE/BLOCK SHEET tO 4 AL XIJ'W-,4W XTR,ISONS SN IL.F-'ALUM:NUM AS.St;fOA.'.u'H ALs.Oi RAID tEL€PER As I:HYCATED 413 SHi£TS 2 W:J 3,Mlh1MUM YIELD STRENGTH FOR''OG3-i6 ALLOY IS 30.0 ksi AND 35:7 ksi FOR MAXIMUM SP.W TABLES SHEET t 1 E005 ,A°e,OY,ALI_.A'„(iu N..:E WFU ONS E^.'C67AGT WITH 1j.?.W4 i�+IAATMOL5 S'AAIL 04WPLY tt'RH SEC!!GN"1-6 Of THE 2016 ALUMINUM DESIGN.VPNuAL ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.All°:PEWS 10 e' S?ALNLnS STEEL 3o4 OR 3io)Am.SER TS OR CoR4C;I0N Fr'_$€STLf.7 CCAYEO f:+Qa07s Mn�PER T y 50016 WITH 50 kci WN.Y'1D STRENGTH LND 90 ksi MIN.TE IS'.LE STRENOT4. ANCHOR SCJHE"LE- CONCRETE&BLOCK SHEET 13 AND SHALL.CIYMPLY W/FLORIDA 1TLi3DP A)CODE SEZCTTMN 2411.5.3.4, ANCHOR SCHED€AE-CONCRETE& BLOCK SHEET 14 6.BOLTS TO 9E As1'Mf A-307 GALVANIZEO 51EEL,OR AID 304 OR 316 SERIES 9TA94JESS StML WITH 35 k!i MINIMUM YIELD STRENGTH ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE T14E FOLL CNO SHEETS FOR AIfCHOR SPECIM%T10NS:W BLADE Q: 12,13.14,15 AISD 2D INSTALLATION OLIWLS M-R,WOOD SHEET 16 F+�.8t.40:"17r, & ti9ftiGtT.'!N UNISON! 12. 11& iS- INSTALLATION DETAILS S-X,.WOOD SHEET 17 END CONNECTION rEtAFLS 7-12 & X,WOOD SHEET 1S 6.THIS SERTW,H.Y.ACCOROLON SHUTt,5YSTS' Bur'A U.S.PATENT JV77%582,COMPO'tC47S OF IRS APPROVAL ARE COVERED,IN WY.OL OR IN PART 9Y U.S. PATENT$5'458,179 ISSUED TOEASTERN METAL SUPPLY,WC, B LT SHA;L-'r-fir Yea 0f .. '- CO,'T(HAC ur,TO ViF_FY T!"r. i0u%:Gt LSS 07 SIR % 'RE - :v4L17"ER M l-'o TA AT-A HED To 5.'in- PROPER ANCHORAGE-CCIL kkC9v¢fc"E:L LAIN: ALL Si.TER CCM?ON_NT EL1GEz-q PEIAX-N,T1ino FASTS ai o IN C"+mNUoUS cDNTIz 5"H T'-s'Mc O IKO TO'r>WVZW`W*D/PAN Wmr"RN TYALL.AL.SHLF:TE-n "VATtOti �iEi:T ;T$ H<H 1D.EACH UNTT MUST B54R P,�R4LANENT L t-EL N A%ZISLE PEE W1;:1i WARNING NOTE:tti{RMO'PERIODS OP HL^R14Ak MANt'BNGe,H04;16.o7AitEN•,TE+1kjT,OR oTHr zs, NusT PPOPET;LY c!Dst'.ALi 4v AN:. HE'f FA d hn� lRf)E':1�C1`! , CEHTERkmTES AN ENSAGE OR LOCK ALL Hy AND NO LOCKS, - p`'uuL e - 1!.SHIMI:R 1kKUFx"`U7MR' LAZL--L ozlkl-1, O4 A RZAr.'f.Y''S€BL-".L,:ATO\AT d CJ Ow.1 `O`tVZ,W ,cXWmAi"E va-II S=CYb2.h 170n.4.3 OF FLORZA BUILDNL C,Of.: 6 E.U7at 't4L&,. IN..STALL TAN. DZTNI S.METALL-SiUD WA'iS P€ACEO FOR CaERY'vPET L .LA45ELP'i1 TO COMPLY was S4:C7rox 1709,9.2 4"THE itAmak u COD 12.B RT:',R L'.V.ACCoRm'.1j SFEL*t�R`i STEit'S S7;r."A,LATIIDH S*1,4L1.0^IWlY Wl-ri SPEfS i;.`7 C i!'E3.tti'(38�6pp",AC P'J.15 Avt"PI v,( i�A( ,2i`:'i. TR,.C-ULA^TL.PROVIDED Bil THE PERMIT lS APPLIED T0. 13. (0)THIS P' O.PR:PAREO Cy THS si�uc'tEER IS GENERIC,.%D.cou NOT Pamx!wIm LU Kt i FvR A S,T".SPELL <R63EOF:f WHERE THE SITE r3NDNIONS DEAArr FROM HG P EST,. .. (c}CC:'1T+ACTOIT,TO BE PS.... .;.LE ^.i?"1•�'s'u:Ci1CN,pulcwtL AND P'.1 uxlcf; 'r-kXl: L.S' S,FE'Ti J it•b..F'3C'4.''U,.I,,z.gisS.T u,a Tr,..,.»D..?ROVI7ED H-/�fi;:xif-I��:. D��,e,r ,�cii.„� THIS DRAT ING; SNAk.E, �P3i:Y 8E USEa'T{5... THE CONW1,19S DETAILED ON TYJ3 DXUMENT.CONSTRUCTION SAFETY AT SITE iS THE COIPP•ACTORS RESPDNWHIPTY, OBTAIN RERf+dlTL$ IN THE STATE:OF FLORIDA, t (c)THL4 P.E.O.WILL BE CGNSIOEMED HDAAJD IF ALTERED BY ANY MEANS. (6)STE S`EVr4 PRCJ=S"w,BE PREPARED BY A r 0R1DA RE rsiFRED EIK44m-z;OR Af Hn cs V1 Ct1,tq(s'Buu.Ov ltie 4i:ni OF Rama IF O.R.)FOR THE PRCI.E:T;V.D:WFI0 W L:f E Ras--V$'C'LE TOR THE PROM tr-E OF THE P,E4.ENSNEER C=RECA"Di,.4n,?3G AS A mu--Amo ture'=TO TNr.P.LD.E.NG;NEE3'SVV,i'SIJBMIT;'V THIS€A.TTTR THE Stir,.SPECIFIC CPAY,NriS EOM.' . (ej OR4WLtLL P.LD.SHALL B iR IHE GATE ASD OSSG.LAL SVZ XND S1CINATUM OF THE Pm71:SSz KO L ENC"ft!XR CF RECORD,THAT F:KPA A rT' �qgg tryaxx pp�����LF��.;( y/�(� gg 111aa. ���� q liLtIUtt Lttt�LIA}iL`v [.FIUG.Mor -Stlt1' 'deiac;:'j' flurr,Cajna Zone; . ....... ..........-,.-____,_..,.._..._.,..,-_..._..._..........-......_...._,-...._.....,.�........�.............. ,..............:.m........................,»v.__�........_,_ __ _. 20 Pt" NYC 11 Iti csu26 Ltco:INC. 'VO jQ ASFL2Fd ME'A1 SJ tY � sa MVu ToL Accoldio-n Shutter System � 9 Fa e. , � T gtd. INo.441 T €:• ` AFbGRFi }1 Q1' ! 8rrt'1S :,,: t-( Cu°4GW Ff17h TbiYF 1GflAt+I 6 'N.:,. :. •y ,,,_.,v„- ILLIT TL9 111E•& ENCONEERING COMPANY .AfFt, S ? 1 ear a,, aK ; i 5s '. t.,runer+s.rLortllr.•ulci f� S15C�0Y)Ct1. Inc, 't LULU.i MIS C7' p<2A'D rAtE, 7/ «024. > croa-, (0�03,L,71 1 36 to (305)871_1531 4258 Ytcstr'Gcds T%r1Y0 :ate per_,.___ 0'• STATE(F ' {Dpiivtluo Ho f < V r us«Cht ec+#tm t4 st t'oIm t3rOcR:'�l 3:507 s S4 ZoR44. <'s''•... NNWs/ I : l I.,/$dC.t(d,4TUf E/'QAT � ., �a. ----"" .'."..'.,_. ,_I ...: .OF 26 - - ,�.ti .:' � � � Y .: .. CIS ® _,' v ��a.-•}@i� �.!!,. R t i . a t;Hk S LID BEADzw, u 1 RaA MOA JaC#2i.A L✓�GR US Pxi-E " � Fl G.. FOR �= L: Q _H,, t t�� '1A'� M_ 1�k �E r FCnt;,T9 ALLOY 0M CFUPEF. G�UALnED FOR F,5 U3F W(IN CO -T6 ALLOY 0D TERM AJ w+T+TIO[.S Ls£ US,0:-BLAJ FE f i TGGta Tee ALLOY lq,^, TE4PEF..r'"��• �..,, i As ttYt Ah n ... 3,235 t ate.°" •..•�,� "-•-.�.,_,.,,__ .^.-•' ^+..,._,_._.._...`�-_...-.+ ..... A_! f 1 tt d.,S:i7 .. 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Q�t R61�,PO r � l!#�si U} S `£.1A. l a i'! +:�' t A .,. j V QUrl.;-FD R t._E -v N',f 1 S5 ft:J'tLC FOR USE. :s r �tiaYstuz_T eas3 {t ONLYEp � z � n'�: a,� tir,.. sae •i iz..t aFa; Fnc" F[C} oUK 9 AW iK rb MCi-P t2020 nt,TEco M., fi�ztl2q G+aSTEFH Mi A! sJa tf. f i ecordion shatter System VA 3 Fwv ; i1 ' L a NAf .. dci,.a i i t r f Ameeko shu<tsr Systams TJI:L LF.iP5 T?tE[nS dAG ENGMEkiNr COAIPANY D3t.,1t7 i o�tE7�GCAaaCw tr7/fei2. D20AsScv�a4tanr Inc. 0 .n Y STATE C e inn a i rerecs l r y« %' DRAMING•Nc 6 mo§: 4 rntiow Y3ap7 s br - ti 7,a at'cst. O�cM 2 �� WAL U h.;P.r f� .164 �`�g1tQNl1 zstL'���SEllJ51u"IdA7Uti%UAI ' .. F10x4A u $Gd,iST; s 2291 .._749 tT.._. m33q FixT kJl'i '.'.�^. �aa. j nrr �yA(0 -LO �pA. I J M yE LLS' t �.t,� E4'ZC .`�'t riq�'(p}F�'.'7 rs ,:° i r '1 ,j a t"`S• a. '�»�a` a,;CA+S arr`tam ,z . 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