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HomeMy WebLinkAboutProduct Approval .BClS Homo £ i.oq 3tl-. `user Re9istratiott. . 'H K Tnp�rs. 3u�troi'S:�Ict7arge 5iats":E.t'u"ds PtiaitWiIons ;a-Cantuct U5.1 8C'S 5ttp Map =Unks Srth {. - - - pradxect Approval t15ER Pu611GU*r . P—o'duEit9,TxteP i£, t1. /.-MEWED FOR . r " Appiicatlorr Type Revision ade�lersiost 2020 CODE COMPLIANCE Applieatiejn Statys•" ,pproee..�--- ,f9,. L6ECOUNTY ComImenbt, -BOO ,Archived - i`/��?%.�--• Woduct Mil niifact lrer. American•Shutter Systems Association,Inc. -- Rddress/PhoneiEenai} .",42G8%g.6troadsArlve 'Test Palm Beach,•Fl 334U7, bfeele crueasternmetafeomFile COPY Authorized Signature` Bill,reeley. ' . _ Irodr" ez. igu. C�ea�ernrnetal,comh Tecluiicai ftepreseritative..` Address/Phone/Er na ll Quality Assurance,itapTesentative .Address%Phone/Emai4:` Category_ Shutters Subcategory' Accordion Compliance-Method' Evaluation Report from,a Plorida-ltectistered Architect-or a.Ucensed.Florfda Pr4essional'Engiineer Evaluation R>port-HordcapY Received '.Elori&rEngineer 6r Architect Name`Who developed=lhe Valter.A Tillit;r',P.E.. ' Evaluation'-Report`.. . :Flvrrda License PE-41a7 .Quality Assurance'Entity Natit nal'Acereditation and Managernehf Trlstitute• .Qialfty As surance'Cbntract Expirdtipn Date 12/31%2021" Validated"6y °Iohn Henry Kampmant.Jr. tlalldatistn Checklist-,Hardcapy Received, Certificate of Bide eri9enCe F r Referenced-Staridrd'and-Year.(of Standard) ASTM E-1886• 2012 ASTM E-1996', 2Q12 ASTM E-33t7- M 2002 'TAS 261,202;2Q3. 1994 5giuivalence•of Product 5tanidards Certified By Sections from h.e Code. Product AppiovaI Method Method 1 Option D " bati=;Submitted. 10/15/2620 Date Validated 11/06%2020 ,oate;-Pending FOC Approval. 4,1/06/2020 Date Approved e 2/S.5j2020 Stem ma "orb ,f,•Prod4cfs;. _ . FI:# Modelr,Number.or kiihe" l be . 389.1 Bertha,HV Accordion Shutter-$lade f Extruded atuminum interlocking blades reiai1.ned"6bv,tratks(tpp $ {Mari=HVHZ)-Drwg,20-165 atid'bnttomj.for storm protection Urrtlt6..of Use: l"Instellatii3n Instrud 0111 Approved for"uae,in flVH2 No.: j FL389, RI_O.ii, DRWINi3 ASSA BLADES 4taproved for use autsitfe HVkIZ,.Yes: Verified 8y:American°,fast Lab of South Flerida,lric " Impact ftosistanhs Yes. Created"by fndiapendent Third:Party."Yes Design Pressute N/A Evaluation Reports Other:LargeNissile Leyel"D".Nfax span is".12 3"".,for 40,psf FL389"RI,'O:A6 PER A.aSA.,T3l.ADE3. positive ASD load and 13`-O for,35-psf negative ASD'load the 1 Created by"Independent Third Party;Yes; HV3'blade w/o tvindbw-blade,S'-2"•'for 110 psf At o li ad,for.• Hv3:blade vt/o•windovr:blade and W-11"for 62 psf:9';41"for, 55 psf'Hv3"b€a+ie iG/%4jndoty blade,tyorkirig in unisan'..Max.span i afar.tiV3 blade tv/a�nrindowi blade fzar in5taliatian5 into.h4etai � ,f - - Stud walls is 79"for irrar.:ASD'pre sw a rattiig of r 72,-72 and 84"for"+154,=64 psf.See sheet STor other spans an&ASD, a pressures: 8 389.2, '6eitha.tiv Accordion Shutter Slade I +Extrudr.d aluminum interlocking blades re tined by tracks(top Only ('r4on HVH2) Drwg 20W164 and bottorn)forstorrn protection t tp`jit`s°of i,)se ;Installation imitructiAns ®� Approved for use la"1 Vt1Z:"{�o FL3rS9 R1i3"I? DBW1 i� A SA BLAAD A+ Graved for epse outside HVHZ.Yes l Verified By:.Americah Test Lab,of South tondo,Tt1c . . Impact Resistant Yes. Created by:Independent Third party:Yes, Design Pressure lU/A l Evaivatian`Reports Other:Large missile fe+rel"D;Max-Span is 16 0 ':for 30.p;s:f FL389"l,'1i5:AE PER ASSA BLADEI<pdf. negative ASD load.depehiding-on'centLrmat25 and itxeking rod i-Created by3ndepend4hI:,Third Party Yes configuration for tlie HV1 blade,W-0 for+64 72 p.s f A,S:D_ 1. .,load for HV-blade.for.Keystone mountings 7'=D p s-C for metals 1" , "stud motintings gird 8`-0"for 110"p:s f for HV1A Working in i unlson.'See sheets 7,11 and•20 respectively of rnstallatlon drawings for other spansand pressures. 389.3 l&ettha HV Acoordion 9tititter i Extruded alu" i num tnterl' keng blades,retained SAY tracks stop , COMt3(3. '(Non-HVHZ1 i3lyig Z0-163 and tiottam)far starm'pratectlon !.units of Live, , Ipstellklor►-�Iastructi0n!� 6Approved for Case in HIINZ.No: F0.69 R10•IT QRW`,ASSA BLADEI Approved.for use outside HVRZ.-Yes i Verified ey:Amercan:Test Lab.of South Rod da:Inc " Imhaot Resistant:yes i Created by independent`Third-Party:Yes; DesigwPressure.N/A- i Evaluatiori.Reparts rather:Large.missile:P}ax 26 p"span,at.3o prs.f ASD load "�389,WIA AE PEk k§:A. 'fcr Blade 1 and 13-0"for Blade 2.See schedules on,sheet,1.2, l"Created`byIndependetit Third Party.'Yes L 25 and 28 respectively CnhteCrtls:,::.?6tSt 8i&ir'.4C4nn Rai4c3,Tx{Eah:9,^cn�F 3739y PYtonr"9'r'i6-IN7- 24- Tbe Stet:,of Ounda I,an AA/EEO ernployet.Cnr�q ght"20U'7-up23 State-cf F)nrida:: F.rryrcy.:Statemeni:':RYv.'e, if:iifi•."Stz�tentenrr:;..616alLsietem6nt?;` li;iper gorida(OS),@tna{(yddcoss9s aik'pubiw rmcoroS.1F you do not slant your a-triMI adf nt£ t'Al43S-d ih mporme to a'oubnc-rocords:rb4tioa d*hof Send oWOVorl*. inati to this�fitity,instead',contact the office by'phone or by traditionei nraii,If yqu have any que-iltins:please contact 35D.437.1,395'"Pursuatyf to!Set+on4S5`�75{ij," :Florida Statutes„effective Qttober 1 Z6t:,;llcenseus'ficen,ed undarGhaptor�t9S,r•s.nlustp7rUylde ehe.aepartn}6t`it mt>s eit-email addressef Chav fa+f4a ono'C1e'�taai7�+` . prUviQed'nrayle iiswd far.offltiai-comraunicaffrsn.vriththe tiu.n5tik.Hatvrtver email addresses tit-public n:s�rd.Tf yuu dv nUt 6eish to sut1ply a P rvori6f address;'p€kase°- provide the Depa:tinpnrwcth aa'entati:addirs3a whiehxa{i be made 6vatiebio jP the pubtip,'�ro'determipa ff you"_are a.i-cetiv-iao under Chgpiet-4S5 FS[r:pleGsiL PCit i1nm;, Product Approval.Accepts: GENERAL.N0-TES:' 1.BERTHA H.V.'ACCORDIcA SHUTTER,!MEM SHMN ON IRS PRODUCT EVALUATION DOCi16TlEl%!T(P.E.D:)H45 BEEN VERif1ED'FOR-COWLW40E'IN,A000ROANCE WITH THE 2O2O.:(7t11•EDITION)OFIKE FLORIDA .. ..... ... Bul"NG CODE.THIS ACCORDIO ,SHUM SYMIA$WILL NOT BB INSTALLED AT HIGH VELOw1TY,'HL tICddNE,2:ONE$. _ -.. .. OES0 WIND LC+LS.Slikl BE D„M"NEO AS PER SECTION 1620 OF 11H6.ABOVE II0,1O,N-0 CODE..FOR A&Wt 5W94D SPEED REQUIRED BY THE UURISD'am WHERE shurtER.W1!L .. ABLE OF. CONTENTS. BE IWJ*LE3 WITH A OIRECT10NALTJY.FAG40:2 I(A.NIi..?5,USING ASLE 7-16 AND SWLL.NOT EXCEED THE t1AVUW(kS.O,)-DESIGN PRESSURE RATINGS INDICATED -ON S1EE'TS ll `INRU 15, - N 0^r,C''R Tu VE F`P 1?LE Az-lz COHOITION.ULT7.MTE..MS!GN WIND LOADS DE ERkli:Fr,FER'Asce 7-t6",PAL Bc-SRST EDUCED TO A.S.D. DESIGN wiND CMAD5 AREA 1,HT BLADES C'p&k AA BY M4TThLYIT.G TRESI BY 0.8 IN ORDERID COMPARE Tl1TESE VV MAX,Q15.0)CES:GW PRESSURE.RATTT.NGS*o,`G..A?EO ON SHEETS 11 THRU 15 19&20. ' GENERAL MOTES SHEET T _ IN Ckml:TO VITRIFY I.IiIX COMPONENTS AND ANCHORS ON THIS r.E.O..AS:TESTED.I:w'NE.NOT MR STRCSSED,A 33 2 INCREASE IN AL,LQ?VABLE STRESS FOR Y,*D L:1-PS,WAS USED IN THEIR. S)STDA C Nf'.v'PN'NT'' 1-20 SHEET 2 61JALT5fS.110•e7EVE1„A W1.310 DIhMTlOR'FnTDA CU-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD.. - SYSTEH,i COMPONENTS 21-57 SHEET 3 BEnTk4 fT.V,Al-COM90N:VIVTTi2T ADEQUACY FQR Y;:v'D AND Lr%X MISSILE fM."A.^T LOAD HAS PEEN:'ERIFiM IN ACCCROANCE WITH SECTION 1Mt.2 OF THE ABOVE MENTIONED CODE AS PER Types SHunvI Assbot t.Y 38-44 SHEET 4 ATL R PQf{I5: TYPICAL WINDt3tN.6T1AA h.'AliNDOYl DETAIL : -HV 3AO€i3 'D214.01 !� G715:6?-03,• 1GO4:01-•W, 12 4.01-n5._RO$,7.fl2-('.4,.n1`0�60941-10 AND'=ICOI1 11.AS PER TAS-201,TAS-202;,M AS--203 FRoTO^.AILS AND ASTM E-1686 AREA ,�1, (•{iJ -$LAM i.{LAND / 1�1�(�DOW BLADE QM, MID E-1096 STANDPAOS(&(IS!l`LE LEVU D,WARD ZONES 1,2&5)'&#1220,01-10.AS PER TAS 201,203 R.203 PKOTOCOSS LARGE MISSILE- ftEBC APPLIABL3 -HV'T:INHPS EYAOr j'f}i. jr-m"Ot-O8 A,s f=cm AsTm E-TE36 AN? -}^aS6(34i'a"JLE':1:'VEL C,WI-ID ZONES 1,2.3)Bts,.c PROTEGTTON 6NLY AND#O72a.01-•8&AS PER TAS.202 PROTOCOL TYPICAL 5NiTFTER E&.EiIA31QP4&NOTES,ON LO%KS St1EEF 5 . - INSTALLATION DETAILS A--F, CONCRETE/BLACK SHEET 6 7.HY BADE 0 AND Y.t'T:'DICEAW'S ADE 3, ARE'.EN,U'eR=,D TO WSRK LN V,Il ON WITH#EACH OD4ER UNDER IHE CEN4RAL LRITAttONS AND CONDITIONS GTr USE lRO4CATED,ON SHEET 1S INSTALAtTC:i DE1AA.S G-M,.CONCRET'E/8LOCK SHEET 7 3 BERTHA N:V;ACCOM N P°a.fw SCREWS),i3S£0 AT EUAMKNUCKLE AND FOR M,-Cf T;OUNT CONNECYCCF4 TO TPACNw SENALL BE J14x2.75'AND'LSt4x'.75'RESPEOTNELY,410-HT MINIMUM,SERIES CENTER ATE LTERYAOUAILS NG SHEET 8 STAINLESS STEEL SOREWiS WITH '35.0 kti YIELO SMEN.AH AND 'BO�TENSILE STRENCTH.PINS 5TiA1L BE COATED 4VM. i BERTHA HV DACROS-11ELD COATING St MM.AS'MA:NUFACTURED BY APPROVED CENTERM,4TE ALi£ftN48[NG DETAILS tN SHEET 5 COATING.4"A»Si�+'eORR:a,REC45TEREO V171111 ANERICAN wwueER Trsr h1S ASSomIKN.WNS I"IST,BF,AR THE ItV MARiS114G ON.THEIR HEAD. - TO- 4.ALL ALLM;NUU EXTRLMHS'SHALL BE ALUMINUM AS_SOr.L0.'F'4 A4LOY AND TEMPE4 AS INDICATED Q1I SEi E'TT:.2 AND 3,M.WIMUM''HELD STRENGTH FOR 60G3-TTG ALLOYAS,3&.O''ksi AND 35.7'ksi FOR MA) CONNECTION T Dt'"P>;ILS 1-8,;CONCRETE/BLOCK SHEET IT 6005-Ta Ni.LOY:�ALL ALU-.`?IA DantsioNS.:I,CONT4.CT mi.(DwmiuR Ft..IE?Nz.S.S':^aL C04OLY WITH SECT109«t-6 OF THE 2015 PIUMIHUIV➢.ES:GN MAXIAk.. MR]UM(!M SPt>1'�TABLES' SHEJ7 11 , 5.ALL 5CRE:i>TO.jX 514-LMS STEEL '04 OR 31"3'AiS S.? OR CDMCSi0H:�#SlANT COATED CARWN:S'EA AS PER LI N$0018 WITH,.50 kW MPH.YeD S-r-DFO��.MID 9D kst MIN.TENSILE STRENGTH, ANCHOR S�E�d1.E-CONCRETE&BOCK SHEET 13 ' AND-WiALL COMPLY'Vlf FLO5SDA•BU?LVNG-CODE SUCTION 2411-3.3.4,. ANCHOR SCHEOUL.E•-CONCRE.-E&BLOCK SHEEC 14 6.BOLTS TO BE.STM A-:07 CALVANT7M--r..EL.OR A-n 3434 GR-10.SERIES STPNLECS'STEEL WN 3S W t#iNU.li1LH Y1ELO STRENGTH. 'ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE 1-0E rF U=80 SH--7.-FOR ANCHOR$1`ECIF,GSTIGNS.W BL*C(D;12,13,14;i5 mk 20 ' INSTALLATTOti DETAW M-R. WOOD SHEET 16� NV BLARE Q dr 0 womaw in UNW N1 I 13:tt 15, INSTALLATION CFET.VL.Si:5--:4,WOOD SHEET17 •. END CON)It&1 Y,4,DETAILS 7-12 &-X,WOOD' -SHEET 16 ' B.TEASFiT!°I(H.Y,h^.CQR47iC3 r'FTt ^eR 3'YSTc`.+1 3E,?: A U.S,PATENT:¢Ci'779r"nB2,COLIPONe?4T5 OF IRS FPPRCYAL.ARE:COYz':R[TA IN ttHOLE OR IN Rkl<4 BY U<S.PATENT§15'458,179 ISSUED TO-EASTERN . 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