|
/T—ILIE00
<br />1ILLF-11"TESTING & ENGINEERING CommNi
<br />2
<br />2.2. 1EMF-jPORT_g;
<br />Large missile ImOad arid' fatigue load tests were Performed under'Prot000ls, TAS
<br />201,20,3W p6reedlon IlMoftha,,Florlda Building Code. UnflitormstaticdOadil
<br />EYAMAXPONATIQUX 10-ma",
<br />MATMALCHARACTgMTICS,At4D-SPECIRCAMM:
<br />-Shall be stfictiVin accordanct with General Notes and Componon�s indicated on
<br />shoat 1, 2 and 22 of 2,6,00 Product, Evatuatloh 0acum&nflP.EA),*4wj?jQ
<br />-
<br />WATM A TILUT,,M,,F.fi.
<br />as per, TAS =Protdcol, Tostr(Fp.ortspri�parOb�HumcaneEngfileetfngIII
<br />,
<br />No.20-116; Anchor speaftitionsihst be As indl�aod'
<br />on shosts, 1., 7 -and 21 of
<br />Tat tIng, IfIc'. Reports # 96-500 dated 011/0g/10196 #06-5-70 dated 09118/1996.
<br />1
<br />26, of Product Evaluation Document (P,E,Q�).. druMng No. 20-06.
<br />PROMUCT Of"ATION REEP—RT
<br />#90-T30 dated 09f20/1096, pit three signed and sealoidr by HeqWX Medina,
<br />,
<br />P-E., Fanostmtjort Testing Laboratory, Inc. feports,#2031 dated 041181199's and
<br />* 2128 dated I 0/0611"S witnessed by Gilbert Diamond, P.E. and Repo 17t No.
<br />7. LIMITATIONS INSDF USE,
<br />R POP
<br />,M T NO., 20-0120.01
<br />0219.01-00, dated March 4, 9009, signed and sealed by Edmundo Largsespada,,
<br />P.E� and Henry Hattem, P.F-
<br />7.1. ftall be WCUyrin compliance with Genarat Notes Nb. 1, 4 thru 14, indwaw-
<br />PATE., July 28,2020
<br />Tensile W. nepPd:Nq, KM-197 by QC.Met41lurgljpgj, Inc,, da a h 13,,20
<br />led M n; 09
<br />on sheet I of 26, a& Well as -0enorat N.otos# I thru 4,and I I thru 16, IndleaI ad
<br />ortsheet 21 of 260P d
<br />to uotfv6luation 06dUrreht�O.E.D.),,tlrawlng Na.20410
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />pr6pared byTillow, InG. and signed" sealed byW�IterA,
<br />PRODUCT $US-tATEQ0RY-. ftinniPartels
<br />Z&WRUCTURAIt-ENGIN_EER1NG GALMUTIONS,
<br />7.2. Product May U44ftlefled Within HiGHIVELOCITY HURRICANE ZONESes.
<br />PRODUCT NAME- 20 GAGE CALVAN)ZED STEEL STORM PANEL,
<br />Ott 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Wind load, as Wall as maximum anchorspacing vs. designWind load andpanel
<br />defined on seetton 1620,2 of the Florida Building Code.
<br />MA4&ACTUkZR: -
<br />length based on raffonal'and comparattvoanajols, and In accordance with
<br />section 16io of the Florida BuIlcling Code. dalculatil ons prepared by Tiltece, im,
<br />wood ftmo structur I as. to
<br />48008 M Strest
<br />060a, Florld&30314
<br />dated I 1703,j00and W1 21115,41gnedand sealed by Walter A..rillft, Jr., Pt.
<br />,t, P U RP OIS E r 0. F VA L U N
<br />I MISSILE IMPACT RMISTANCE;
<br />Product Evaluation Roportproparad by Walter,A.Titit, Jr.... P.E. (Florida License
<br />-E -A -W��
<br />This, i4,a Product Evalutation Re
<br />, portissuod by Walter A, Tillit, Jr. P.E. t4y*tdm
<br />�arge m isalle,impact under section 1B26 of the Fforldp Building CDda� as per
<br />TAS 201, Protocol.
<br />No., 4411�7)j President of Tdiato, Irm'. (Florlde CA-0006719)�
<br />lb * 1900) to the Global Prd�toctltoh Products, LLG, Rule"Chaptor No.
<br />Iall 020.3, Method 16 of the Flarldo aepartmonj Ot fSvoinossand
<br />4.-MD LOAM-ReSOXAMOL
<br />probseloftw Regulation.
<br />20 OAge Galvanized Stoef Storm Panel has been verified to sustain wind
<br />This prodUtt is'561nq Issued an Evolostion Report -as described herein, end has
<br />ancotrI acoord"Shce v*'h th' `6
<br />400n'verifiod f6t contptL 6 2 � 20Sdventh Edition of the
<br />pressures. Makimum Panel length $hall` boas Indicated.on sheats$, 10, 14. 16,
<br />16 � 10, 4 and 26 of 26 of Product Evalwation'Dockirnant (P. E.D.),ldrawhio No.
<br />4,4107 i
<br />Florida Build! no Code, and tavarify that the product is for the pu"se Intended
<br />afloast oquivalentlo thAttaquired by the Code.
<br />20 _176. MWdMurn Anchor $pacing shall be as Indicated on sheets 8, 9, 10, 11
<br />14,16, 17. 18, 11% 20 25 and 26 Of2[3. --of Product Eypluatiort Dowment �RF.D.),
<br />driOvOngNo. 20-178.
<br />sTATE 0, F
<br />This fttluct EValuationRoportehall be subject to review and revision In CAW of
<br />MLLAT-ION,
<br />a flu HdIng Code change that may, affW its limitations and eqnd Ito"
<br />I ftstallotion shall tie *formed strictly in 4ccordarkos With details indicated on
<br />WATILL
<br />2,-E—yInrNC
<br />r_ LVAT
<br />_A_0hLjP0_0
<br />sheets 3 thru 7, 10 fhru 21), 23, U and,25 of 96. of Product Evaluation Document
<br />(P.-E,D.), drawling No, .10-176, Minimuffiteparatiom to glass shall be as
<br />U*1V111nT1121 STEEL ONAM
<br />I)ra*in,g No. 20476, Ittled "20 GAGE GAILVANIZE0 sTEEL sToRm PANEL",
<br />Indicated on sheets 8, 14,16,25 and 26-of 26, of Product Evaluation Document
<br />(P.E.D.), Orawing No,
<br />*oets 1,11hN 26 of.26 prepared by Titteco, lnc.,�; slotted andzealed by Walter A.
<br />.90-117111.
<br />tillit Jf, P,B.,;,datoO47128j�620. This drawing Is an integral part oUAIS
<br />Evaf�atiort Report
<br />-.4 NO, 4410,,7
<br />-7,
<br />6T- 'A,
<br />Al
<br />MIE OF �,9z
<br />VQ
<br />j?h -(30 0
<br />*871-153,
<br />40"
<br />0
<br />I I L I E ;Fo�—,N 0
<br />TILL111' TESTING G
<br />WALIER.A. TILIJT, M, ?%. P-"DVC1
<br />KULURION REPORI
<br />REPORT No.,
<br />20-0127.42
<br />DATE,,
<br />4vIY27,2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />OP40UCT SWW'WORY.-
<br />Storm Fkanals
<br />PRODUCT NAME,,
<br />Z4GA00,0ALVAA1Z-ED VEFEL STORM
<br />PANI�L
<br />MANUFACTURER:
<br />010b2ki Pmustion PMAUCU61=
<br />4= SA .51: Street
<br />DaMe, Florida =14
<br />1. PURPOSE OIE EVALUAIIQN'r
<br />byWaIt6tA, 11,111t. Jr., P.E.($ystern
<br />it) * IN45) to the Global Protection Products, LLC, Rule Chaptor No.
<br />4140,24-3, Method 10 of the FtoridA.Deporimaht of Bustneve and
<br />Professional ft"utation,
<br />This produ)qtls�bolng IssVed an EvaluatIpmRippart fis Op4pribej heroln, and has
<br />been votiflid foi��010n'oe in accordance with thtil= 8 , avonth Edition of the
<br />Florida StAldingCodeamd to1wrifythattheprodud Isforthe purposaintended
<br />at'jeast o'quI%W6ht to that required by tho0oft.
<br />ThIsProduct.Evetloallun 'Report shelf besubject to ravlowand revision in case of
<br />A Building Oode change that may affect its limitations and conditions
<br />2. EVIOENCESUBMITTED�
<br />2j. PRODUCUT"AUAWN OMMENTMEJU
<br />Drowing No. 20-174, titled '24 GAGE GALVANIZED STEEL STORM PANEL,
<br />shset& I thru IS, of It prepared by tilteca, the,-, signed and sealed by Walter X
<br />Tillit, Jr.,. P.E,; dated 07 On This drawing Is an �ntev* -4
<br />,Evaluation Report. "�t V
<br />'�4 " -
<br />6,35,1'N-W, 16th %"t, gpibe, 305, Uluni, Florida 33166 - Phow. fa05)t7l - 1'*,
<br />)N2EtDj-T'NQ. 10-811,11,112 2
<br />Wers, portiormed under SST0
<br />P,.e.
<br />Bufldfng Code. Test Report prepared by,,�merican Testing Ub of South Florida,
<br />Report No. I 1;231DI .10i dated Novornber 2a, 2010, signed and sealed by Juso, E.
<br />aonzedez, RE,
<br />Tensile test report No. SCM-19S by 00 Metallurgical, Inc;,datod March 14� 20100,
<br />sigiled' 'ard ssiled by flank 6ratei, P.E, asp4rAtTM 8A and tensile Test as
<br />par 00 Metallurgical Report No.. I OKM-1 318, dated December 1, 2010 signed
<br />and sealed by,46rry Jociptanp, P.E. as per ASTM E-8.
<br />2j, S�MQJML GINEF
<br />.RINGCA WILATION-S.,
<br />On,24 GageGalvanizod Steel ftrMPanal for maximum Panel length va, design
<br />windload , as Well as maximurn anchor spacing vs. design wind load and panel
<br />length based on rational,and compa ratlys analysls�, and I n zicoordance with
<br />0oation 1604 of the Florldlatlull0gr Co'd#, properedby T11taodi
<br />I no., deted 12h 8M Q and 01�17113 (for this retvislorib Signed andsealed by Walter
<br />A TIM, Jr,, P-S
<br />M,
<br />LaNe-MISS119 IMP404nder-460tlort 1009.11 PlIthe Flo40"016% Code, as per
<br />SSTD 11-490, Standardand TAS- 2014
<br />4. VAND LQAQS gEWSTANcE
<br />24 Gap Ggivanized 3teoltttorm Panel ha.sr been verified t4 sustall.) Wind
<br />pressures. Maximurn Panel lengthsholl btiias IndlIcatedon she s 1 1
<br />12 and 17 of,14 of Product Evaluation DocUment (P.E.D.)� drawing Na. 20-175.
<br />Maximum Ambor Spacing shall be as indicated on,shoots, 5'ra, I% 11, 16
<br />and 18 of,18, of Product Evaluation 0900r�ertt �REA), drawmio No. 20-176.
<br />24 Gage Gahfanized Steel -Storm Parisi has been verified for code compliance to
<br />work as a,npriporous-etorm, shLitter assembly, as per 8sTQ 12-99 St
<br />andard�
<br />to-M1.0 I
<br />5
<br />lk INSTALLADOW,
<br />installation shall b -a performed strictly in,aw9rdance with -n
<br />details indicated o
<br />sheets, � thrut 0, 12 thru 118, of 48, ofProduct Evaluation Ooaument,�P.E.D.),
<br />dtawlintl No. 20-175. Minimum separation to glass sitalt be as indicated on
<br />sheets 3, 6'r 13, 114* 1 Sj fS and 18 of'18, of Product Evaluation Document
<br />(P.E.D.),-drawling No. 20-176.
<br />AiMAVIRVAI-CRA
<br />AIACTER,ESMCIAED-APE-C-WICATMW--
<br />Shall be strictly in acwrdance w*Genaral Natesortd Components Indicated on
<br />AfTeat I and 2 of18,'jofProdvct,EvaluatIon DocUment(PR.b.), draWing No.
<br />Anchor specifications *holl boas fri.dleated on sbeet I of 18, of Product
<br />Evaluation DdcUmont (P.E,D,), drawing No. 20-1�5.
<br />Z. LIM IIATIONS AND CONDMON&OF USE:
<br />7A. -ShAil be strictly in comliftnoe with Gonsral Notes
<br />No- 1, Sibru 14,11ndlostod
<br />on sheet 1 of 18 of ProdLictEvaluation Doewment(RED.).. drawing N-a-20-175
<br />Pr0ParodbyTJjtecojnt;�. and signeO,and soolod byWatiqrA, 11,JIIt,,JtP.E.
<br />7.2. Product shah notbe InatAlled within HIGH VELOCITY HURRICANEZONES
<br />as defined on. section 11620,241heFforlda Building Code,
<br />7.3-Product shall only be installed into poured concrete, concrete.block, and
<br />Wood frame structunog,
<br />Product Evaluation Report propgred by W-alterA, 17911t, Jr��, P,E, (Florida 'License
<br />No. 4M67)� President of Tlli�sco, [tie. (Flarida CA-000671o),
<br />WATU
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<br />COMPQNM--EQR REQUIBAR A LJEE SIAMY UMM PANELS 1/4. 2/4, 3/4� 4/4, 5/5, 7/5.
<br />2M 113) IN CASE'TTIAT PRECAST STONIE. OR rWCW COW" PMLS, tntato OR wow BOWS BE rom ON THE
<br />MANIM 005TWO WALI. ANCHORS VWL a' LONG ENOUGH To REACH THE MW PWXTL*E 00" S" PqELS 1� IW/10, 2,W/10, 3W/10, 4W/10. 6/5
<br />PRODUCT EyALLWON IIN/lo, aw/11 & 7w/11
<br />I WON MM SHOWN on IMS"'M " M., am YEBM FOR COMPLANCE IN ANCHORAGE SPAL BE AS MENTIONED IN 0.1) ANO IN 112). 3.1w CICIM immI. 5
<br />ACCORDANCE (Ith W"IM) OF .. =10.9,141"Zo "'S (C) ow (EFFWK i fSAW (MAL
<br />0AFfURot Olt ON SUILOW. INC,
<br />� �: MAX_
<br />OEM VAND WADS SHALL BE DETERMINED AS PER SECTION fA20 Of THE ASOIE MENTONW COOF, -AWWM MR 001OCRETE SEE SCHREIRILE ON SHEM 6 A; 9 -- I WIN.
<br />FOR WOOD SEE SECTIONS OR SHIM to a I I
<br />01 10 10,40 MEILAME " ANOWORS, AS MANWAMRM BY KLCD CONSTRIXTON PROOIJCTS. Ile-
<br />4V�;,0011E L1 41C INSTALLED 11 1 %IBM*
<br />40, 1 -
<br />C=%,,O, AN,,= SHIMM W1 -I Is PER N.O.S.
<br />FCIR NOT DOEEO THE M=VW (A-&O�)
<br />OIESRIN PREMW RATINGS NOtCATED ON SHEETS I THRU 12,14� 1% 16, 70 At 20, - 7116 SJW WOOD BVSHK AS OWROJI11) By ALL MW -SO", BOLT At SPECIALTY OD. "W WK TICK I-55D - It, 0
<br />7 D.M.
<br />TO "INE IM?H I + ---
<br />--7T -----T-1
<br />OLTIMAIE - WINO IJQ`QS DMUMINE&I PER ASCE I-T4 INTO *00 OF UPCON ANCAORS -41,1. WE I Ile 041) ;r FOR ELIM FRaVATE PLUS ift
<br />FIRST ROOM WIND LOWBY MIAMLYIN07HO BY OA N CRIER TO m1=01- HEMMtQ_,.-1 / , 7, 1 FGM so
<br />OOMPAPIS -19V- W/ MAX, M.O� DESON PRESSIRE RXTV#CS NOICATM ON 94EM 7 -TIM 17� It. 15, 111, 10 EDGE G-W ri C= > LLJ
<br />CI) OF LAO SCREW. INTO THE WOOD FRAME I" SNALL BE 4.UAMM SIM z
<br />IN ORDER 70 VERIFY -I ANCHOWS 'ON IM KEZ AS TWED WORE NOT WER STROSM, A 33% . IN ALL. =114W Mplmm- BE CONWOMD AS PART OF TK REq4W THREACED �-042 "-"0,- -.=A=W -X%r = - -
<br />SOMIS MR *M LOADS VSAM VSW tK I -MDR ANALft$. 05"EIM SPACNI; 14 11011) RAS BEEN OfFlEg"D W -LW MAIL
<br />ACCORDOWE MITI "�S, wrAn A 4SAr GAW, 4&9 ce.
<br />Stow PANEL'S ADEQUACY FOR IMPACT AID WOO BEEN VERFMC IN ACCORDANCE WITH SECIION 106 OF MINIMUM EDGE DIS144M OF LAO SOMS. 0410 WON SNALI- SE' AS INDICKTO IN " DRAMW -------- Vj
<br />t-j
<br />DIE ASMIt MENTIONM COCE AS PER HURRICANE Mm"T IIEST114 INC, REPOM W-SU, 96-WO * 95-740 AND c�A) MWIAM PEWWwR OF Wow wsHm sRAL BE t/r, SCRM USED SKALL BE 1 1/2' LON* MMMUW
<br />FENESTRATION IMM LM REPORTS #2032 & #2124. #Rotoca$ TAS-2ol� TK$�7 TAS--20 SHOULD TWOCO OW. AM 1* MINIMUM FOR *V-t$ *TTH NO 1=1 LA. CX_
<br />Cc (= -
<br />BE LM ENDUCHTO REACH THE WIN SMCTURE 8000 SUCH PANtM
<br />AS WELL As AMERICAN IOU LAS OF SOUTH +LoRm WM Amol-o% AS pERTAs n2 AW
<br />TAS 20 STANDARDS, C-S) IN STOW, OR Pftr.W CONCRETE PANIEIZ� Sw= OR Wow WARos K,FWW ON THE WSW (D UORM IMN Sim A—
<br />7- ALL ALUMIMM EMS11INS TO BE $00-16 ALLOT AW TEMPM (UNLESS, OTHEXWISK NOTM), SEE SHEET, Z AS UE1,00" IN IJI) -2.lW __ r - a, = Ct)
<br />, C-2) & C4) 4W C14 7-
<br />4 At L ALUIM)" SHUT METAL USED At CLOSWES S94M HAVE r7105-H14 At&. (0) ANCHORS SKALL'st INSIALLBO FOLLO"Ito ALL or TK WOMA"WONS At* SMWVAMIM OF I'M ANCHOR'S 1111"C"Mr f-a' -1 1 i�--1 tit III Z:K
<br />PAMEtS, DO LP 325' - - - - - - - - - - - - - -
<br />4 ALL STEEL SHEET METAL PANEL$ $HALL HAVE SIM)CILIFIAL QUALM SIM ASIM A-M3 GWE 50 WNW P-60 -io-T,
<br />JAL 4**-20, CL
<br />CALVANM STEEL CENNATION 54�5 io fAFTM ROLIX*� S� PANELS MAY ALSO ISE OBTAL111) HORMONTAL1,Y FOLLOWING INSTALIA71014 DETAILS SHOWN ON SECTION A MMUG14 10 CSIMEETS 4 loo" 1:1- toulat ;91= UNR ILTEC, 4" SMM PANELS W/ 1/441 E
<br />Awm o" - 71
<br />r (Simi ONS AS tB/ C,
<br />yj 231.00 . ", T= - 4413NUA VIA. 01440AP. "fax
<br />wi i - ANCLE
<br />5, a SM" 10 K STAINLESS STEEL 304 OR We AO SERA3,01t CORROSION RESISTANT COATM CARBON STM AS PER TKVUW 6) EXCEPT THAT +00FRISM442) SHALI. NOT BE WV� 'k-W , , -
<br />AAPP
<br />BOOM W/ 50 kW YNLO STRENGTH AMC 90 k0l TENSILE STREWN A SHAILL COMPLY W/ PLORNIA WOM 9 n BIWA. BE THE OF 1K CbWWM TO *WY THE 1"ONESS OF THE STRLVM WHERE SHUTTER IS TO BE l/r me. 42 I/T SECTORS AS APPLICABLE)
<br />�Wjr - -, MBIA To
<br />SECIM 24TI,3-',4- ATTACHM TO WMMCHORNGE " SHUM S*KL ONLY BE A11AM10 TO CONCREIL 0KCCK 09 WOW FRAME 3.i7v 4 ; L-1-A—L, H
<br />&M.0,140S. i 4W i 1 4 -
<br />& BOLTS TO BE ASTM A-" GALVANIZED S114, OR AM -504 SWES STAINLESS STEE WN A t* MIWMQ!M YW SIDE
<br />STRENMK M 004 RtWLAR StMM PANEL WITtl L04THS OVER W-8 THROV44 ILF-4*� AS PVt 1IMPOW5 6, a. -a & 16 ADM ALIDWATNES ft. -V E40
<br />it 373
<br />At low ON 5"EETS :6 6,4 W1 V- SHAIL RXIIIA LE*%= REAMY WRE UNVOK INSTRUCTING OWNER OR �oj
<br />tENAW M WUM RAWLS WITH no%. OF HURRICANE WAFORK GO
<br />MCHORS TO WALL SMALL BE AS FOLLOW---
<br />-or-
<br />It THE INSTAItATION CONTRACTOR 15 1* ALL SWM COMPONENT EMES 041CH REMAIN IN CONT"ItS CONTACT ON
<br />tl4'4 TAPON ANC14ORS AS WANWAC11PRED Of 1,TW, E
<br />THE K"NO TO "EvENT WINO/RANt I3QMG= VILW QML A
<br />1 /4* 0 AMCWR% 16 MANLWACTIM :11==114N, tl�-Voo OILY CD
<br />* "`=-1N1 -AM'S
<br />12, SMM PANEL 945FALLATION RIAU COMPLY WITH S;,ECS NW-00 * IRIS CRAWING PLUS AM WtONG om ZONINI; M)NDEt) CORNER 0 ENDS OF I D.M@,@.@.+
<br />AWHORS, AS WMIWTW BY ALL POW SCREW. BOLT & SPECIALIY 00. RM.T."
<br />/4*0 X .0 wl I I "i �
<br />(W., ro-300 V-Q PRONED Sn' THE ARISOCTION WERE PERMIT IS APPM TO END UP W/ ROAMED EWE.
<br />#14-10 AMELMATE FEMALf K) & PANWATE KVS AKHM, AS VAPAPACIIAWD BY MCO CONSTRU0001 PROCIUM is, ENT&W ft I 'oft vaNtER Is OEWRC AND POES NOT PRONE INFORM4110k (N.TV ANGAE IR AWLE MM StUD MOU MM
<br />IT W, I
<br />SIT= MM
<br />0 �1/4; 2/4, 3/4, 4/4. 5/5, 7/5,
<br />FOR A=S� �P8000rUM R5 00AXTE rNCM THE PX;D� RAM SWD
<br />I, IAN,-
<br />114*0 tF TAP-W ANCHM, AS MANUFACTURM &Y TRU-FASr CORPORATION (r..300 P'") wam
<br />(b) CDWRACTOIR TO K ANVOMU FOR THE SELECTION, PVR01A$E AND INSIALIATION IWLAAMK WE SAFETY Of THIS PRM= Sa W. 10. 2W/10, 3W/10, 4W/10, 6/5
<br />A. 1) Mft- - OF TAPCON MCHM INTO PMU O)NCRETE SHALL BE 1 3/4, 2- FOR PANELAMTE MmE .1W
<br />PXV, =%%&LX)9S *0!B9=TV F CONDITIONS OETAKED ON THM 000VA00 4-f-i 1/14 2/t4 sw/10. sw/l I & 7W/I I
<br />"S'j 4!
<br />Q AM PANEMACTE PLL% AND 1 1/4' RM OF TAP-QVP ANCHORS 'ONS" W- A*r 7W --ANCHM- FOR CONCRETE SEE SCHEMU ON SHEETS 9 & S-----------------:
<br />SAFE" 4-1
<br />+
<br />A.2) CAIX-IN & S%0-90 M04M W F-:=. FOR NOO SEE SECTIONS ON SHEETS 10 1
<br />ALLSE EA&SETtow Ile INTO THE POASM) CONCRETE NO EMBEONENT INTO (c) INS PIMUCT 04010104 DOCUMENT ftL BE CONSIDERED, MAW IF MODWIED I 277tr . W1 0111
<br />STUCCO SHALL BE PERIOrM TX 0-20 SCREWS USED WALL BE I 11r LONG "IMUM SIMLD STU= OW. XS' I 1 0 it I/e
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