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HomeMy WebLinkAboutProduct Approval t = K�tip p��{ /yy� qpy '/ply, 1 K! a -�c--^ '^ rwi0 tl 0 `o I� St. t.:icau County, FLS, PI -Dew r;�1�� SCtS dome Log In F User kegistraCion r: Hot Topics Suhmit;Surcharge Stats f rads i -Hubfications E FK Staff I Bc1s Site A30 jugks S'ea,ch 3usines n � y fQ 'Product Approval f USER;puttlic User 1�14ss' c. OW j #I . Froifu t Avnroval Menu:?',P uC or Aa l�icativi_i.,S y�n;1i:>-A}Liwuicij k:;s4>. lication Detail: _ I Fm- a %# FL389-RB Application Type Revision CodeYersion 2014 Application Status Approved c4mments Atchived l' - i. Product Manufacturer AmericanShutter Systerns--Association In';. Address/Phone/Email 4268:Westroads Drive West Palm Beach,FL 33407 (561)209-826.3 i bfeeley@easternmetai.com I l: iI Ruthorized Signature Bill,Feeley lrodriguez@easternmetal:coin i 3 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Categoryhutters Subcategory Accordion compliance.Method Evaluation Report from a Florida Registere Archite or a licensed; Florida Professional Engineer Evaluation Report-Hardcopy Received) Florida Engineer or Architect Name who developed Walter A-Tilllt,Jr.P E. 1 the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management I tltute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W::Knezevich,PE - == Validation Checklist=Hardcopy Receivdtf certificate of independence FB ;._S€3 Q.t- 9 it[a Ori Ci icF11i 1.ytif i Referenced Standard and Year(of Standard) Standard A,. Year l ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2DQ2 TAS 201,202,203 .1994 Equivalence of Product Standards Certified By "i SBCtions from the Code i i pp i Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2035 Date:Pending FSC Approval 05/07/2015 Date Approved 06/22/2015 Sdirmnary of products FL# Model,Number or Name Description 389,1 Bertha HV Accordion Shutter- Extruded)aluminum interlocking shades ret lined by tracks Blade 3-(Non-HVHZ):-Drwg 15- (top and bottom)for.storm prof�ction 086 Limits of Use Installation Instructions t Approved for use.in HVHZ:No TI A.5,5.A INC. DR,,, VC:1 0$ 1 Approved for use outside HVHZ:Yes Verified By American Test.Lab.. f,South F oridaInc. Impact Resistant:Yes Created by Independent Third F.arty:,Yes Otherarae Missile Level D".Max span is 12'=7"for Evaluation Reports Ff3-ff 9 g r 35 psf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third 5.arty:Yes the HV3 blade w/o window blade,5.'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55-psf HV3 blade w/window:blade working in unison.Max.span for HV3 blade w/o;window blade for installations 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.. 389.7 Bertha HV Accordion Shutter-Blade Extruded.aluminum intedocking`iblades rei alned.by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in.HVHZ:No rLI RLII A,S��aL,Nt PQ[ 4tC' ` 5,Mif .Approved for use outside HVHZ:Yes Verified By:American Test Lab,bf South I londa Inc. Impact Resists .Yes Created:by Independent Third arty Yes Design Pressor N/A Evaluation Reports tither:Large miss 1"D".Mwc.Span.is 16'-0"for 3.0 f "' R AlE_.:S_1;,A _L1(f, P'' 12,,,_M, 7_4.5_2R5 jV,jfif R,s.f. negative ASD load depending on centermates and Created by Independent Third,Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.sif:for metals stud mountings and-8'-0"for 110 p,s.f.for,HV1 and HV1A working in unison.See:sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 .Bertha iV Accordion Shutter- Extruded aluminum interlocking blades re ained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of.Use Installation Instructions Approved for use in HVHZ-.:No f y�`9 wR ILA3.;_A=,IN4,..._Q W l t� a,lItf Approved for use outside HVHZ:Yes VerifiedBy:American Test Labof South I lorida Inc. Impact Resistant:Yes Created by Independent Third arty:Yes Design Pressure.N/A Evaluation Reports Other.Large missile.:Max.16'-0"span at 30 p.s.f ASD load F_"�3A9_r,8-AF A:S S.A.tt c' `R:_i'q C for Blade 1 and 18'-0"for Blade 2..See schedules on sheet Created by Independent Thirdarty:Yes 12,25 and 28 respectively Fie- NeRY Contact Us::2,601 Blair Stone Road,T Orhassee FL 32399 Phon%05• -487.1824 The State of Florida Is an AA/EEO employer..Copyright 2007.2013-State of Flvrlda.::rErtvacr Statement::, c "b i S ::Refund Statement 0nder florlda'law,emalI.addresses are pUblic records.?f you dp notkiant your e-mail address released In'response to a publl,records reqest;do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.987.1995 •p _uant to Seciun 455.275 (1),Florida Statutes,effective October 1.2012,licensees licensed under chapter 455,F.S.must provide the Department wK an email adi ress if they have one.the cmails provided may.be used for official communication with the licensee..Howerer email addresses are public record.if-you deo not wish to uppiv a.personai.address; 'please provide the Department with an email address which Can be.made available to the public,To determine if you are a.if ehsee.under Chapter 455,F.S.,please click here Product Approval Accepts: GENERAL i.SVIT A H.Y.AOOOWDION SHUTTER SV TDi S400i OR TW5 PRODUC Wfig.tktt"OOCVIDI@.Nf� .:E.0, W.5 RIJN VFAFim MR C06fP13RNCE W ACCC ti4�WT7!TN£2014(5th,MMOS)t OF Die FIORIQO1 HIALCNNG CODE,)WIS;ACCORpON SHUTTER SYSTEM.;St41L NOT:W WALLED:AT Ni.,1T ,,;. -ZOM-1 - .. 04514%W€tBT LOAM SHALL BE D"GOORM AS-PER°SECFiW 1620'«�TW ABOVE MENTIONED cam.FOR A DayCWINO SPEED WA REO sr llf 411FMOCTIOU WHERE a1rT m'WXL TABLE OF GQ t411TS' BE INnVIEWIR1FTA¢ CTtO3MM FACTOR K4=0:85_:0SW,ABC£'7-til AM VVUl NOT UCEED,JiM MMUIUM O:S.0.)O£S9C4+i:PREMAS RAINGS MCAM DH-St1F.ETS U,TIM If i8;&2m IN OROIW m 1PWN TFL£AsDVE.CONODION.t11PAKI .DESCH @ANO LCAOS O-MN"EO PBR ASCE 7-10 SHALL.BEf =.RkDUCEYt BY WXT�1YM. a�E11'BY D.6 InOFMW COMPARE THESE W/MAX.W&V)f>SQJ PRIMISE'.RATIMM NW.ATED�ON SKM 1:1 TIM 15, 19&20, ., G'Et3FAt..NOTES SHEET't ON ORDER TO VMY THAT:OGU OFIt21TS'AND AWROM ON THIS PXD,.AS:TEytED.WERE NO7''..MW S1itG`:S¢D.,A 33 I ftl:A£A5X;N AI.LOWAYtE STRESS FOR WIND LAMS WAS nZ:VSED 1N TIM SYSTEM compdM'[Nm 1.-20 SKM 2 ANALYSIS.HO^'VM A WIND%!RATION FACTOR Cb-,1.60 WAS EWED:TOR VrU*WAT04 OF FA5TF2t4'AS W.WOGQ 21-37 SPAT 3 ............,,........-•--:...;,,,,,• -.....-6ERIktA:-H.V.,F.(} R6MAVr5tftlFSF.R;,SYSZfiY.;S.iDEOttAC7E..F 2..Y19+8?.N�t6,wUUtf .11lPu•Y roan ; TT'P1CA-SH0T3£.#$ _Y3g,}�„-„� StS1ET+i COMPONENTS ,.:_-. -:AA E1dBL, .-:-'"`-SREE'C+,4,,,....• _. ' T1T9CAL'WiNt10W.t%tADE-dE-WINDOW DE1Ai' ^-W KA6E01 :/?214.01-CD3, 7T.i.,Oi-f3..ftOO4,0t.- t711,Ot-0,5.�O3tY.08-06,(ObY73:At-tO.ANR IMMOI-11 AS PER TAS-201,TAS^702 AND XAS-2W PROTOCOLS AND ASTU E-1586' R��`,,�F �� -(1 ANIX IN��NtAWN E41" AND E-49%S*A%WAD"{lrStLE t.Eb`Et...U,MID ZONES I.2.&3)AC j172aOY-TD A5 PER::TAS ffitt,203&M PROTOCOLStA.ROE V&42f.. offim meuq .. fff WRlDt,*BLADE ASTM E-1866 AND E.::191%OtWtE LM D.: i.20NES 1."2.3)BA=PROTE010%ONLY AND l--OY35.01-0 As:4 ER TAS.202:PRIMCOt- ;I"PICAS S1it:i1TER EL£YAnON&NOTES I0 11V3 SHEEF$ atSTAtImh Bums A--F c4M11CmrAxpw SHEET 6 2.W BLAVCQ)AND W WF2 M BLADE 0 ARC E1MCERm TO WOW iN LN ISON WITH UXH MW UFAERTHE G$NERAL.IAOTAMNS ANO COND1i1ONS OF USE.wicAmp TTN SWU 19. .615TALL.MON.DETAILS 0-4;CONCRETWBLOCK sum 7 3.:BERTEVI f3:G.IS Ot#.PRiS(T8(SGt2EWs�).t75r<D AT:;6tADEs KN:Jp(LE ANO Ft'fiZ'DIREYY NQ[INT COtaTEctmH mTTTACIfS>;ltAAl /14r2.T5 ANO ft4aT.YS".RFSPECIR'EI.Y,410-HT WNotfUtt METRES O04ERMATE L7ERNADETAIS G SHEET B STAINLESS S'1£F!.`StXffN wrm 115.0 Ito YIELD SHt mTH AIM 180-kat'TUMLE.�SrWri 4 PINS%qJL BE COMO WITH 130MM FN�.TST CCY4TNG:)STEM AS ti6AKWAMRED BY.APPROVED . CENIERl4tTE AE'IETtt1A7UfG.DETAILS hSt .. . ... 5ftt�[9 '....-.. . CMT}EMT APFLrATOM REWTERED WITH AMMOCAM'SMTTTR SVsrEwi A5SOL'VLTM Pm MIST:WAR THE 1lAR "-G ON THEIR HEM.. ..- 4,.ALI.AkHtMUM Tat' USIONS SM.L:O L A&WWUM ASSOCIRM AtLLTY AND TE31M AS IN=TM ON;SHE ; ETS 2 AM 3."MIN- N YIELD.STRENGTH FOR ODE'=16"Y 15 SO.Cr�W AND 35,7 tui FOR END COHNECTt3N f1[T 1-4.COR011UMOCK SWEET 10 BO05-TS At2.QY.-. Udf&PA1•t TAB'L�i 5Fi£tii'14 ANCHOR.ScWEOLR.E^'COROZETE.&K= SHEET 12 5.ALL:X,1d6V.'TO 59;STAMLM'STEM 301 OR 316 At%SET1t£S OR CORR0=X RE&sTAw covI D outeoN STEM.AS PER-mm 6D018:.1ATH-50 w ACR.vao StRENOrK MOIL 80 w MIR...TEtaSteg SRENGm ANCHOR'.SCHEDULE-CONCRETE.&BLOCK SWEET 13 . AND ShALL 004KY.W/FLORIDA'BUHDW COO[SWWN 2471.3.3.4. ANCHQRF 5C1-WLE-C NCRETE.&BLOCK SHEET 14 .... ANCHOR SCHEON.E-WOOD SH€ET T5 S.SOUS TO'-8E hYtM A-341 fALYAN1Z1A1 STEEL,.OR AtST364 OR 34d$EftfES STNN:FS'S:StEE1.:441161 1$'tc4i'tfNlRdltd YiItD STIEEN.r+Tlt 7.SEE THS;FOLiowsO SHmm TVR ANCHOR.SPE19FtrJrom,HY mAm(D=f2,i3.t4,f6 ASID 2D'. =ALLATSON DETAILS M-R,WOOF? MEET'. 16 FNBLADE 0 a 0 WOF:[Cm IN ttl(lP.SM.12,13& 13 INSTAIJATt 4 MAIL:r S-X.WWD SHM 17 . . Em C04NECMN mrALS 7-12 8.X.WOW SWEET 16 8.THS EERDiA H.V..ACCOttL OK SIMM STSnV BEAM A LIZ,PATEW j6'M--8'2.COWOh`£MFS'Or"APPROIAL-ARE COVMM,:NI WMX:.OR 0T PAW W ME,PATENT IS'I5S.179:1.1,*VW TO FASTE.RN . IJUAL XPI-M M. 9.1T:SHAEL BE.TK R6PPoP151BITTY 0f THE CONTRACTOR TO VERIFY THE;URO,ff'SS'OF TEL£.SVRUCRJRE S*iE'RS ShURM IS TO 8E"ATFACttEA 10 WIFE E VR-OK*ANCIiDRAT,'E.OOMFACTM TO"s-.A"./iALXX AM 1 `� :' �•• f��Y ALL-S18 M OWOMENT EDGES WI"REYaK TKM FASTE1,04 IN 0t}1{RVJ0W CONTACT WITH THE SMOtNC TO PREVEKT WEND/MR WRIJWK TYPICAL SHL11TER EtEVAT04 SKEET'19 10.EACH UNIT Mt&8£AR PERMANENT LABEL-RJ A VISA X KAME WITH WARNINO NOX-ChlWG PM.WS OF 1tURfts<ME WARN9iCS NOME.OWNER,TENANT,OR OTHERS,HVST'�PfoPERLY CLQ'ALL.hV AND HD AREA '.BLADE 6! Y 9V.T . UNIM ES AM ER0114C OR LOCK Art IN AND M tDCRS. WO .�_.d'_H�->�N�W....... �.-Tiffs-. f 1.SHUT€M MANttF/cmREWS LARK.SmALz..BE LOCATED�ON A RFAMY WSLE'tOCAION AT AA`ORDDH SHIRTER IN ACWRDWCE WIM SECr,ON.17104.3 OF FLORIDA i1 WING CDDE,OHE LABEL RMLTtE WSTALtATtON IDE'TAOS, METAL 5TVD WAGS SWEET 20 . :PLACED FOR T:VW OfVINC.LABELING'TO COMPLY WTIti SECTION 1710,112 OF THE MDMA MXLD ,CODE.. ..... _ .. .. 12.-BERTHA H.Y.,ACrrOKtBttAR.:StAITtER d'1CSTEJF^a 66TAL,t}iTYfAi SNAEI: 'LY WTfEi:.SPECS 1HtTLCATET}0,1 TTUS,.DpAwRC:PLUS ANY BVILDNiG'.via 20HEEs TtE;LunCNS PRmmai Bt�TNE.1LRHswcviON wxERE .. PERTft1 lS APP1w TTA. 11.(a)TMS P.EA PREPARED W THS 00KEER'IS:GV ERIC AND DOES I=PRWXE INiORMAW N,MR.A SITE SPOW C PRO=;i.0,,WNW THE STE CONDIMNS DEMI£FROM THE PZD. (ID)CONTRACTUfi TO M RESPONVOLc FOR-THE SPAMTION.PLIRCftASE SAND LNSTACLAVA 9XLLF=6 H6€SAFETY OFTHISPROWCFe BASET OSI THU PZJ0-Fl7tYwDF2Y HEISM OM, VVIATE FROM THIS DRAWING SHALL ONLY BE USED T4 THE CXN{W*43.=AXED,ON THIS OX00U-EONSTRIXT104 SVM Al SITE 15 7HE C0WWTQR'"WSF`.ONS.' XY. - ' (a)71,0.13 PXZ.'WILL BC OONSIDERED'RNALNS W ALTERED BY ANY MIWSr 08TAfN PERMITS IM THE STATE GF FLORIDA SPECFOR Tw pRS S11Aif.DC PREPARED 0,Y A'FLORSOA(.k1+CiLERfA AM ASR.CNt ARAVED T CRU tViO tE-FC�.;B:E7ttd11EFF.OF RF3SVIT (E.OR.S FL1R R 7 Ph'WE 0.'iD W;10 kil.L� Rc FOM'�{fSE.E ftNY Tk�:PRt;PFR D5k Oi.TWE R.JvEt_¢,a8C1tNESb.Of iZ1:C1M!D,A.',TUM;.4 AD"r'L£PATEO BNGIk�BP(TO Jt+E F;E.O.�E7ECdN4DRiRWL..SI BMR m 1MiS LAtYER THEEBTE SPEDiF?C DisA1w:N05'FOR (e)t1IMMAL Pl.M.`HALT BEAR THEE DACE ANL)OfdW4AL SM AND OF TK MOn SSIUMAg.:UX4,E<.R Oz n'EOOM T?W,PKPAR,01 R: Ittt FLOM MING OW flcn fli h' olacity fltarricane LIM �r��r�� ._ .. 0 a"015G'ASIM4 m1 tA-m SkImy.LNC: m.... _ ..._..._..: .. .,.:: ..: .:.... �'„ ...� IAL, as , tr CR W/t p MAX Amerlean Stat"Of Systems rRT VLTE ur: , TE T/ fILLIT TESTING!2 ENGINEERING Ctt1I1'ANY tSSOQIOttATT, Iatc, t O.0 Ii IS2 Af(3J15"oATe 4/13/1S F Of 4268 Westroad z Drive tman (:wtsY1 1,(:;c. Fm {.�c53snµ1szl :� .... 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'mow' A 1.76'-.....,, a NY ADD ILDAPTEL� Vf1fLlP � n C7) QUALIFIED.FOR.USE'4Y/MH''.,. f al�.WALX—OVER IRACK � T t AaE�) OUALMED FOR W!Hv (9,HY T PH TRACK _._.. 60 KV ADJ; WR TRACK 4606$:46 ALLOY AND TEMPER BLADE(1} OUAUPIM FOR USE W/ HV QUAtJFIED FOR U�2CW1 HV 6065--To ALUDY AA 1) rEgPER BVZFO o,owy_ ..BLADE 12 , 6065-10,ALLOY AND TEMPF11 C,�U.'tLlf7'r.D.PQR U t:4Y/Iff ears-T8 ALLOY MAPER. . t' 'Ism' r • •�'� � a bas a 6xi� �xz4_ oaf O IttGO RUSE W HV BLADE T ONLY. QUAldFIED•MR USE W/li'l SLADEtt ONCe ��gUAUF1ED FOR UST.''Yt/1W BLADE°1' Z9J�D LL HEAI}ER SILL / 6053-T8 ALLOt AND TEttPE �..� SEE"SECTIONS FOR YAUDI SEE SL�Y:TIONS FOR VALlO�. QUP:Jt•TED FOR USiw W tiV GM-TG.ALLOY AND TEMPER 5083-T6 ALLOY AND.TEMPEF.' 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FOR.INSTALIAiIONS W/ OR,%., (ft. FORIC�TAI- - k1' &0 or toJ ) 'L (ft,} INSTAt.1ATtONS. ,.� iNSTALLATIO$S W/ �` cONCftElr:& WOOD (1)L+:MAXIJUM ALLOWABLE SPAN FOR A Gr4N W/CYNE_H`d. LOCK �ac Q or pr !k &� F!/T}!iS F71�Lt3CKS IJAW50RY POWV,h5.0.VESON PRF,=UftE RAP,NO. HD LOCK �W/-tdtl LOCKING ROM" ONE HY LOCK ,Of .. t mAx.ALLOWABLE SPAN'FDR��A-(aYEti-tiEgaTiVE GENTEFBrthTES & W .ONE HV T' Wf NO LtX Kl G R OR w/NO L3CKiNf, WAiI A,B.C. D. E M. N,U,P.O, A-U.DESIGN PRESSURE'FUT7NC. LOCK /HO FY S MOUPlW F. K &L R. 5; &v. (VAtM FOR k4VNTGticttOM SEE NOTES /yc, '�` _ FT.QDR/c£11Wwa C, H. 1.11,J T, tl,W k x WALL MOWNCS(TOP/DOTMIJ)OR FLOOR/c�ILMI CONUM ffi-9000 tNSt lun0e4 V CONCRETE V011WTIN0 & M AA& A n aIuWSM to r� e+isrAUA17a+9 VVEN A Pq`sRrvE A. OFST{;N PRESSURE PATitdc. t%u:Mwowilic .-f ,�MtKC DEFERNNE wtx1NUN:SPAN "Lt'FROM SCHEDULE .::ra.•a�a ...,., ...,: tY+sfN-•••• ,.. x------,.--..,-,,...,.,arta0 .._...._. 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SPAY FOR 1-LoOR/CrAJ=i WUNTING . _T5 ... t"f'0(OEPT THAF 7sAxLNtt4i:iWrER SPMY-'L+'OR�i8' 1 14 }. t0'-a" it'-7' 7�S-., ifj...i• i0. t ..75 -" ff-S" th8"sTALCATfgNS. $O H 1EY 9'-•70 ;10'-0' 10'-D• 80 9 10" 9 10....... T. NLD MA)MAA aS:D.t1`NG Pf4ESS1jR:MIJW;AOR 10'-3' 85 -9=&' 9'-6' WSIALAU24S M tXkipTtrtC:OR CONCREM CLOIX {'OR A GPft,N(VECAIT.k&3X.OMGN PRtSStiRF. _ _ ' STWit.&E L7MIIEb FCtl AS CAS: ..•90 8'�3 ff-3•.. .9'-u` 10--t 9q 9'-3` 9,1'..-.. t- CONVECTIONS TO KEYSTONE MOUNTINO Ltt--RifEIRU W.SPAN FUR WALL.MOUNTING INSTALLATIONS. 97 9-0 R-9• 9-2" O'••1Cr' 95 - 9'-0' -6 -•__... ....-.-.. MOUNTING G )ON Sz. r 7,AAD 8'-0' SPAM, SEP L2-=KTI SPAN F'(h2 FT.O(?:7/GEDdIM MW2tDNC: ..::t0'J 8 4 8--4' 9'-0'� 4'-T' 100 8'-9' 8•-4" .. MOUNTING MU ON SHEEF 7. 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