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HomeMy WebLinkAboutProduct Approval; Storm Panels Shutters (New)Florida Building Code Online Page 1 of 2 Professional Regulation Cram eas H. I Iwm I War R,q tr atim I Mot T.pvs I svmnit sudhan, I scam aracm I puhikauona I Conrad IN I MS sim Map I unIm 15earte I dbr .1 p usea ct ApUmroval ROJud Avvmval Menu > pmaed Or AvolKation Sear[fi > pvvll[anen Lnt > pppR[arlpn Detnll FL # Application Type Code Version Application Status Comments Amhived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL28390 New 2017 Approved FILE COPY Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irodr[guez@eastemmetal.com Frank Bennardo frank@engineeringexpress.com REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Frank L. Bennardo PE-0046549 National Accreditation and Management Institute 12/31/2020 John Henry Kampmann Jr. 21 Validation Checklist - Hardcopy Received FL28390 RO COI IndeD.udf Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2005 2014 1994 1994 1994 http://www.floridabuilding.org/prlpi_app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH79... 9/4/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/18/2018 Date Validated 12/17/2018 Date Pending FBC Approval 12/19/2018 Date Approved 02/19/2019 Summary of Products I FL # h Model, Number or Name Description 28390.1rtM1a!5'toimSPane1� 2" Clear Bertha Storm Panel (HVHZ and Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL28390 RO II Do 1.odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +601-60 Evaluation Reports Other: See Installation Instructions for limitations FL28390 RO AE Evall.ndf Created by Independent Third Party: Yes 28390.2 2" Clear Bertha Storm Panel - 2" Clear Bertha Storm Panel (HVHZ and Non-HVHZ) - SIMPLIFIED EDITION SIMPLIFIED EDITION Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL28390 RO II Dwa2.odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: See installation instructions for limitations and access FL28390 RO AE Fva12.odf to simplified edition Created by Independent Third Party: Yes Bark Neat Contact Us :: 2601 play Stone Road, Tallahassee FL 32399 Phone: SSD487-1824 The State of Honda Is an AAJEEO empbyec Ci avrmlit 2007J023 State of norda.:: Ptivaty Statement :: Accesslhll[W Statement :: Refund Stawment Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publk-mods request, do net send electronic h this entry. instead, contact Me &Me by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant m Section 455275 36" sletmes, effective Oember 1, 2012, Ycensees licensed under Llapler 455, F.S. must provide the Department with an ¢mall address If they lave one. The ,nnided way be used for eyltlal communication with Me licensee. However email addresses are public record. If you do net wish to supph, a personal address, a provide Me Department with an emall a idre,s which con b, made avallabie to the public, To determine If you are a licensee under Chapter 455, F.S., please click ham. PmMult Approval Accept: in © Z©— M rfedl( Card Sale http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH79... 9/4/2019 Ocastle Impact Windows FACTORY DIRECT SINCE 1969 �1 COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Dr North lulhe I6tg Blvd RMmBe .k FUMM 000.643.6371 Property Information Building Information Owner: HAMMER, LYNDA Wind Zone: 160 MPH. Address: W.O.#06052020010 Exposure Category: C 18502 TRANQUILITY BASE LANE Minimum Building Dimension: 30 ft. PORT SAINT LUCIE, FL 34987 Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Number Location Zone Device Width (in) IL Device Height (in) Device Elevation (ft) I Max Positive Pressure (psf) Max Negative I Pressure (psf) 1 Int 55.5 47.5 7 32.2 -35.0 2 Int 74 62.5 7 30.9 -33.8 Prepared in accordance with: ASCE 7-10, Chapter 30. Mnd Loads- Components and Cladding. 6ih Edition (2017) Florida Building Cade. Page 1 of 1 Unit No. Wall pressure Opening Size W x H Shutter Width Shutter Height Shutter Span Storm Bars Req'd Anchor Spacing Top Bottom VERT/ HORIZ Storm panel Bolted YIN 1 -35.0 55.5'x 47 75" 62.375" 53.75" 53.75" N/A 12"ox. VERT N 12" o c 2 -33.8 74" x 62.5' 80.375" 68.5" 68.5" N/A 12" ox. VERT N 12" o.c. EASTERN METAL SUPPLY 2" CLEAR BERTHA STORM PANEL (HVHZ & NON-HVHZ) E CLf:Ea PoLYCARBOXAM PANElS APPNOVFD M T DODIMEM MAY BEWI1H ALT£WIAT! STElyW`BNum PANEL AP THE MINED ATION CONDMOFI MSTIUTAno ARENDGIDNSEDED DNFafM HE ARE Hof IXCEIDEO WIDTH UNLIMITED (PERP. TO PANEL SPAN) WHIN UNLIMITED �TDP MOUNT Tw I[ONN l4 REObI SE ONS TOPMOUHT(CONN TMEASREOb) SECnO�EIs� AROITOP s a PLVI VIEW 29T Mn DRDIED / PANELHOLESSHAM BOTTDMMOUNT \ ) T P` NOTIXCEEDTHE I I l2PEIiATMNS (EDNN TYPEAS \ ( SHOWN IN THESE aEOD) SNIAEGMTTDP \ RO.S2B' / DEIAGS AND ,, %� TYPICAL VERTICAL MOUNT ELEVATION 1 N.TS. ELEVAIION MINIMUM POLYURDONATE PAMEIPRORRDF5 PLVI VIEW 29T Mn DRDIED / PANELHOLESSHAM BOTTDMMOUNT \ ) T P` NOTIXCEEDTHE I I l2PEIiATMNS (EDNN TYPEAS \ ( SHOWN IN THESE aEOD) SNIAEGMTTDP \ RO.S2B' / DEIAGS AND ,, %� TYPICAL VERTICAL MOUNT ELEVATION 1 N.TS. ELEVAIION MINIMUM POLYURDONATE PAMEIPRORRDF5 W0.U5lWMITNGAPPROVAL• SMOACGMVIIY LMr]M ASTMDryI TEINIEYIEWMENGM 6PmM ASTM DSM FIEEURALMENGMATYNN li©lm ASTMDI9D FIIIURALMOODUIS OPOIOOPD ASTMD190 NOfLTIED GOD I6 PTWN AS =6 SMOIG DENSITY 75 MAT AM O2 RATEOFBURNING OICIAS" AST Iom SEV IGNDWN G NQF AETMDL929 W.62S NOi HAVE ANY IMY BEATIO OU[IL9/BRFANS G BOTTOM �' OF PANEL y6.Bos � ) OR 12601 P•2 D.62s R0.�1Y —f MAYBEATTOP e BBOT ON Of PANG MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN SMEDULES DESIGN NOTES:-"IIIII SYSTE BMSWUlaeD SETFAM°1NED OM° A$°Il° ESS� CBASIS AND TM6 COMPARED TO LIMITING FACTORS AS S !.ATEO MERELY. THEY SHALL BE DILWTATED IN ACCORDANT WTIN THe CAVERNMG CDDE REQ��gENENR GIN ACCORDANCE Y/IIH ASO: i-10 AND CKA T IM OFTNE M➢RNA BNIDINGODDETHEYSHALLBELESSTHANOREZU L TOME POBGryE °R NEWTNE OESEGN PRFBAIRB GPACf1Y VAWFS L6TED HEREIN Fqt ANYASSEMBIY AS SHOWN. TOP GBOTTOMOFTAR9 SHOWNMAYB! OUNTZO NG®ASi OR MNDITIONS DttfAR PANFl9 MAY Bl MOUNIBO VERIIGLLY O0. NORQDMALLY AS ADPDGBIE GENERAL NOTES: FABIEIM METAL EUNLY. MG WESYPNMBEbI R TAS 2°1. TAS "MAS 20 ASME1)0 ASIN E1186GASIM E1996 fL0R1DA PI(ODURPMROVAL NNOIER ow+uv. ,an- y Ix.000' r Lx.D9D•r i V.aosw. •• f.50 1.00B r•.r o.e Ex.000• PMELCONEPUGB T • D� MI 'P --IDR iOI _ l.'M. Epl ]f CEP x BYM-WI V MAD R .f.1 t- RYM1D-Wr'If ILI I 1' BM➢-wI L' MEAD C -- - Qaoa�iST u Oa.-.�rsD �".cm�, �r✓r•�aR:a ®rw s�o"NOS�m. --.� E'`R�` ""a 1 S�TGR�LLi T i.MM6D1, _ aanrtroc ,' rrmlwm,rrA °"�' ' � � Y' D R, ;� � nn .n. ,� n ..� ,„... �A.°° • ,�n Iz���W a r Pu7 w�iYMAq Ey?o- u aY�RA�? 1�'w+`[� U-DYr rR.Ei( ' f REYHIa[0^f xwca RAC r' AMGt[_ RAa OAEr. eVM1D-wr ova A W. @11Ew=xASM VIWav4.-.ul AY.� V( OI uL+l Vln u1 . il4M ^ LY�{ �N LL' SCHEDULEI: ALLOWABLE PANEL SPANS (HVHZ &L NON-HVH2) 2'C1FAR PMELS MINIwMSSORMPAHELSEPA Mm MOMGW5jWW WINDMMF4& WE RAOMIIfs NM DMIGM INSTNLU70M INSTALI wm RE PRESSURInx.l LE41NM30' GRFATERRSWNBO Ip5P1 M Ispm( ABOVEGRME AfiOVEGMwE •%u 15x.om wsom 9.Fv In •/-36 Im..0% N 1. 9 1. •/dl =51n 9mm wS ./.m % 1. 9mm mm H41 gLSm 0.50m 9.na 1/i6 ri,llm 61pm 6.PSIn •/ii 61D In PSDm &Min ./-56 495m 7MM S.W. AT51n _assasa�e.no A.wnoAnenm.n•501. )< \ /10MQOCaLMRiM V SCHEDULE 2: ALLOWABLE PANEL fMNDMNER GEMENMLPAGLI1161 nxwiABIP SPM xmaA) MNMEERINTDRS aMDaONLr. - M'NFMEA,'V NEADFRAND'O'CONNECIMIN OPIIDNSSNRLLNOrBEUSED -MENU TABlf -MWIMUM PANFLSPM 63ED'. UIII@GUSSSFPAMnDNPoR69•SPMnDI N)R svAxs LEssrxAx sxowx WrAfitE 1 /Lo,zs alAY. D.xsl�wsmD mnan MN1L �E �D° wilwa4one .ieN.a o.Q.4Mar. DD WALLM NTS amity mpun I nlum+®xavM« aexo•y NAIc /�D.xs NAc NSlON 11rYG LSDo• m.a61mTYMw Rumm MM.A I.YA' mPVOf4meee FlaBED AND.i "�°osww �wrNwmcnane PerAn lJ xTi SPAN SCHEDULE NOTES: 1. ENIB VMSMMUISWIMNEWT DMWM S PMM PA95EREASPMING M DEIERIDNE IINMIUx ALLOWMLEMMPMELSPM. SO1EW1196ALPP£PEABU: iGR USE DMLR (DADS LES9THAN OR EQUFLTD XEGATNE DESIGN"LOMS. x. uxEM Ex1ERWlRnox B RM N LDMS IS A03PDIDlP. MMWME USE NIXT HIGHER MM. /� YmDdRNDIMraMW66lMD ll M.T.6. NNL NW �w D 3 ,a n m eui •wsrserna �xrs awoseonox) ram s.w un—r 1.r.r—.-. .. ..n. —.... .vweeuiw weea.rwn waw :— rnunwwmv�ousrs Om 1� QV 00.lOROMl -- aas.e m .aoa�a.o,a, ANCHOR SPACING (FOR SCHEDULE 1 - HVHZ & NON-HVHZ): 2- T RPANELs ®®31L�PSd3�(EF97 MEN mIMW KEM NIM NESM REM NOW vzzzlviii%iiii p .16uo %iiii m��� %MEEKEEAKEM G//v/ .MOOO vzzzlvz ///. %///. ZZ-4M ANCHOR NOTES: 1. ANCHOR s01R SPA u6 TO AU Rt000C15CSPn neAFIn,URWMrAtDrIDM SPM Nn ALILWABIE AYCXOR SPACDIG. HI1%MUM ALLOWeNi P SPANS AND PRF55UPE5 WDIGTED M BPAN SCIDDUIf SHALLAP0.Y. D. •Pu S VDM ID. mm OF NOHMEJ NM MANDFACTURERS'RECOMMENDATIONS. I TD ASM CSO BLOIX. HOa SCHEDULE DES STUOb, WAN, BRICK, AND OMEN WALL MNISHEB. 1 BE YEPNIED BY OWEAS lD ADEOUgTELYTRAHSFER IMDM M UN�CKED COHOiEIEONLY. E]DSRNGCONDRIOISMAYYARF. FD3D YFRNYTHAT ERS, NOTM WOOD. FASTENING TO PLYWOOD IS UDPRAIONG,FASTENERSHALLWI WDINCENTER ANCE IS ACCEPFABLE MR WOOD FGNMG). WOODS SEWSSHALL HAYB MUL PAN HEAD OR Hu HEIR. PanPrs souo- ff. AG@ OFTHREADSINMTHEBASEANCHORANDNAY D (9DEWALK BDLT) U.N.D. DES=00D OROMER WALL MNISNES. 15. * DIREOT NOUHfING CONDMONS. 16. 1MG0.1N161Po nONISNOF PERMRIEDFORUSEWIMWEANCNORSCHEDU=LISTEDONWMSHEET. 1T. PPDVIDE KEWOIE WASHER fOR 4420 SmKYINA BOLTS (O0.TW55 NEgD SOIEWS) lu ANCHOR SPACING (FOR SCHEDULE 2 - NON-HVHZ ONLY): r aEAR pA ANabR (P, (YVI mCE MI IRD3 wxxtta Cl Q Cl a ITWe a wMP Cl a p VI• IIW TAOCON MOTH I-0Wl EM®ANDS-N'MIN. FDLE D6fANCE01929LMN1 wNCPEIE) µ_me 39 121 111 121 111 12.0• 111 b 121 121 11.0• IZA' <5 lid' 111 111 11.0• m 121 111 MV III 55 121 111 111 u.0" M 11.0" 111 fia• 1210' V9'EUYIIRTMNN WIM 1-]/6' FMffp M'0 1'MW. FDGEDISTAIKE (2866 aY MIN wNCO15E) 39 12.0" ]I.0" I3A• 13.0' 11.0• IIA. AO Ii.O" f2.0" IZA• III 75 12.4' I21 I3A• m I2.0" I11 IZA• III 55 111 111 I2V 121 m 12.0" I20" 111 mcr Z y 1H-ELfA PANE w(R2WP., N CEP )W/a- MEED'NO 2'W' MIN. VXE DLSTAYp(3350 9M MIN WNp .L 35 MV 12.0" 1.1 M. 12.0• 121 40 111 111 111 121 .5 MW III IZA" 12.0" m 12P 111 121 mO, 55 Mr III 111 13d' I-XV TED JNSRKMGUEDW/ DIST IDm95 MIN MN.FDQ 06]Nice (]295 a9 NDI wHaeTE) y J9 13r MV M. 11a' 12.0' I3V IZA' 110• <0 lid' III l3A" 12.0' .5 1i.0` III 13.? I].0' 1].0' m I2w I20' 121 1].tl' 111 1]A• 111 12A' 50 111 11.0• I2A' 12A. V.IHI!A' 11590 1-1/4' w]M EDGE! - TOO NIX. EDaE a153AHp (]000 W MM wNpEIE) `�' MRSIM Nx•� ]9 III u.0• u.0' .0 III MO- 111 Ii.. 121 .9 Ma- I2A" My, m III 120• Mr MV' II.a- i5 12d" III 110• MW 111 121 m f2.D' 111 I2.a' ]i.0' LOAD Pso (IS NJGEHD159A11(FS AS NDI®P ep wxNT1PE a tlXIH,YPE a wN11WE cl r IIIN VI'11W TAPFNi WGx 1'FNBm Ov.. MNL mGe OSTMCE(1m0 pN Mp CMN 15 120• O I III 6.0' I 6.a" 40 12.0• ILO' ILO' 61 11 .5 12m IIIMam 111 6.m 9A' m 12.0^ 1a.0• 55 11D' 92.0• 6.m Lm MW III 111 &0' ^. 0 y S• L1'aCO DLTMFAN WIM I-V6• E101m AND V.R. EWEDIWM (1900"MW mD] q� tl� 15 lim 121111112101 I.m 0 12V' 120' 121 111 45 MO' 121 61 101 m 121 110" 111 9.r RR ss 11m 12m III es 60 MV mom 6m IA' C V<' MW PAA9MATE (fFW.IG MVP. aR )W/I-V9'W. 35 I11 MO' III II.m I I1.m III 0 111 12.D• la,m "T YR 0 AND MDL m(2! DISma(HOD PNMMOMu) .L � .1 111 IIA• 12m 111 sa 111 a.V a.m 1.1 55 HI f3.0' la.m R. 1.0 C. V.-1EMPLLFD PoMRoM I0A-/.'D.Tm DMANCE(low " NOR MU) Jf' 4YL-'iRl 35 111 1 12.0' 11 85" .0 13.0^ 11.0' 11111A' 45 121 111 11.0' MO. m Mr 111 6.0' IIA^ 59 III 11A• 6,r IOA• M 13.0• MV B.m Or AnCXOR eorx DISTANCES As xDlm wxx cl Trre a W) Ci11IIllYM: n a J I. IITE ' a vP zzwrMwx Wllll l-]/8.11195AD MEN. A16J W.-Mm. 3iwe DIVOkma (G•OA3 MIN) q� 35 u.0^ Mr MO. u.0• laA' 40 21 MO. Ma. III 45 13,0' III 1 121 1 121 m III My MO. MI 55 ", 13.0• 111 13.0" 1/4'11(0IlL2 VflllM t-]f0'110MAD PEN. AND]/A• MIN. mGED16TANp (G•0A3 MIN) 55 111 MV 221 12.0 121 134^ 40 121 111 111 111 AS MT IZA' I11 121 So 121 110• ur III 55 111 12.0` MW 12.a" 111 11A' 12.0- p ElO VOEICOPIMHNAR(iFMNGM1lGw RDS)wl b2/6'EM@DAI31 ]/P Mw. EDGE! DISrM'a (G•0.5. MMJ y T -JS. 2.P RA^ I3.0'h 1.0' 13.0` i].0• az.T ,2- 111 AS 121 i1.0" 12.0" 111 50 I1.P 1].0" 120' 12.0' 92 55 12.W a.D" 12.0" 121 60 11P MO. ISA" MOW 3' VV rAMAN 9MIRM WURD W/IA/a• EMOED AND I -VA' MN. EDIE DISTANCE (G•OA1 MIN) 15 11a• 12.0' -12.0• 12.1' 111 13.0" 40 111 121 MW III 45 110- 111 12.0• 11.0' 50 MW III MO. III S5 III MO- LLW IZA• w 121 12.0• 121 12.0" W'30 P.WENMlEIX5E41 WRH 1-VO• EMSEDAMIN4. MIN. FDGE DLSTANQ (G•OAZMm.) 55 III 111 12.0" 12.0" 12.0" llS AO MM a.0" 111 13.0• 77-1-777 45 ]20` 50 f20• 11A" 13.0' 12.0" ss 12.0• nA• I2.m u.a" 12r VA•WOODox UGSaEWWM11-LB• WnMa DPFN.AHD S/.'MX. EOGe DI51/NCE (G•OAa MVl.1 1. � 55 I2A' lid' aA" f1.0" 12.V' Iz AO I20• I3.V' 1Z.0• 11.0" .5 12.Y 110` 120• 11,M m 11P R.a• li.r 55 12.O' 1Z.0" I10' I1.0' 12.0" 60 u.m 12m lam a.r G3 ANCHOR NOTES: 1. AR(2100.5a1mUlEMPIIES TO ALL PROOUGTS QRISIm HIXQN, BUYDXLYP0.0WD6 MACDIUM ALLOWABIE ANCND0.5PACR'G MAXDIDN AIlOWA01E SPANSANO PRFi5URE5 DiDIGTm IN SPAN $alm{IlE 5H11LLAPPLY. 2 OR ANal0R 5p®UIE BASm ON PAN6FASTmEA SPACMG TIIE EX6TIXG SiRUoIURE MATF]VAL,N AX(NO0.TKE. SEIERDESRiI TOAD GREATER 1XIW OR EQVALIp NEGATNE DESIGN LOAD ON SXUIIERAHD SEIeGTSPAN GRGTm TXM OR E[RIALTO SMrtlal SDAN. TMS SHEET MPI Fc TOOONNEOTION TYPE Yl' AND'Q• ONLY (SEE MDUNTDZG DETADS OH sXEEf 3 FOR DENLIFIGMON OF mXNELWON TYPE). V XEMERAND V HFAOE0.OPOONSAREA 11oABLE FORM�9eTAB1E5. 3. MaDRS SNALL BE BEIINSTAaEDOlA(LORDPNCE WRx MAMIFACNREILS'0.EODMMEXDAWDNS. a, xouaw Blnal HosrsmuLTGRE sxALLmxwnn TO ASTn c90 Bloat S MXDIUM FMBEDMFMSMIUL Be A9 NOZ®IN ANOIO0.5dmLLE 6. MNpUM FMBEDMEMMDEDGE DISTANCE ENaVDf55N1¢O, FOAM, BR[a(�AND OlHE0. WALL iDICiHES. WALL FD16NE5 SIUILLBE L1MIIm TO V.' MAX OR SMOL BE VERDIEO BYOTXERSlO AOEQW1mYlMN.98ERL0ADs 7. xosrsTnuenme. T. FDMatEIEAMaIORSNO1m HERmx SxA EMBElO GMNDMDNS YVM.E ONLY. 0. WHE0.EEDSTING SEWAMRe6W00Di0.AMO9G,IXIST2NG[ONWD.F1UYIRGMIEWCODA'TIUT fA51@IERSARE]IEIO ADFQWre W00D iMMWG HENBERS, NOT PLYVI000. FASreNDIG 1O PLYWOOD6 9. WHE0.EANMMFASIaPTONARROWFACEOF6x10FN.I.SMiG,FASIENMSx BEL0GTEDM�OF NOMINAL3'X4'(MM.)WOODSMD(%'EDGEDMOa MACQ MUF WOODFRAMNG). WOOOST SRALL DE G•0.42 OR GREATER DENSITY, U.N.O. TAG Sa1LW5 SMALL MIRE MM.aPS RAM HM OR Ha HGU. in. REMOVABLE moon m: 9D1 PANEWAre, RILmiNis soV6su. 11. MACIDRESaIEWSSNALLlWVE1/1'F92JZRRIMEZIWGEMFMOFTR SIN]o TNEEASEMMORMO MAY 15. IDIEMD91ERUnONMNOTPFRMTIm MRUSEWIMTMEMMORSa Wm lI5TE0ONTHISSHEEF. 16. PROVDEIO:YI(OMWASN MRV4-2OSDEWA1N M J z 3