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SECTION A -A
<br />SCALE 3/1V-1-
<br />1,51117TIMMM MIMT114-1110
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.e.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />B`-8.
<br />2 3/4'
<br />UNBOLTED
<br />Zow
<br />_
<br />SCALE 3 .I.
<br />1. NSTAUATOW ARE ONLY WAD FOR BIALOIRO7 WITH A.S.D. DES" WADS
<br />UP 70 +55.6. -72D .PSI ANTE PANELY LENGTH UPIQ W-87.
<br />2. FOR We WOOD FRNiE COMITRCIIOk WOOD MEMBERS 10 BE SOUR#RN
<br />PINE -MD. 2. W/ SPECM DENSITY OF 0.55 OR MAIL.
<br />[01#1 z 14.a #A A BBI BBB ei 0A1 `e► 14
<br />PAfI3.'S END lY+
<br />W/ memium EDGE.
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNDED CORNER a ENDS OF PANEL'S
<br />END LA' W/ HEMMED EDGE
<br />(N.TS)
<br />�7 3!x3" ex ) ALUM. ANGLE
<br />lMR
<br />11, LONG
<br />! 003-T5 Mum; ALLOY
<br />C e" O.C.
<br />FOADVID
<br />rI"WOOD
<br />PANEL LENGTH!
<br />(SEE NOTE i BELOW)
<br />ALS,
<br />W/
<br />NUT
<br />CODE
<br />O RMRSED "6" TRACK O3 REVERSED "U" TRACK
<br />.8{3'
<br />�2s' � � f23•
<br />2.ON90' �'Ta. � 2000'
<br />i I
<br />�.. .12V
<br />(a) 2!.xr(9ox) ALUM, ANC
<br />1 1 # MR
<br />ER
<br />6061-TES Munt. ALLOY
<br />INSTALLATION DETAILS FOR OPTIQN #2 FOR E.IEE SAFEN STORM PANEL SYSTEM
<br />INTO EXISTJNG POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />,1/4' TACON ANCIHDR6 7J4" tAPCG! AMCH RS iJa• tAPCON ANCII(>RS I 44
<br />TAPCON ANCHORS
<br />J �OR CONCRETEj1 (6 ! COOR NCRET&. PaiEO C'0 j POURFFI E
<br />BLOCK REWIRED S 1 BLOCK SEWJ REa % ,i BLOCK REOIXAm
<br />1/4. I/'v
<br />I i �JA EFI4 i j(E�
<br />u. 7aww7AN 1e __ j ,A. soma" m 11,.,w. aNhwo[r m i !
<br />j- ,N i tl r owp'Cd' tw '
<br />i I A.a 119 i
<br />I I
<br />LIT
<br />i 1 4
<br />E A y q E!
<br />f
<br />�_
<br />-�•°-•� -- -----3 f/2• , 1 4Y-20e3 4'SS. NS W/ 61/2' - f 4'Y-2aui3(4'SS. U.S, W/
<br />•. } 0 8'0.3/3.y AM NIT WASHER (s�ryp)� wNG NUT WASHER
<br />ER
<br />[ a 12 1/2 D.C. j ..
<br />7 b'r ■ 3132' WNO wit � ) B'i ■ 3132` WAS; 12 -
<br />E WASH0 12 1/2" O.C. WAHER (BEYAtID) k[ § ' ,
<br />1 #' TAPCON ANCHORS ,� 1/4" TAPM ANCHORS 9 t,.�. T� OH AlIc C. 1 1 4' 16 -
<br />( 4sC ' W/ SM) ISTAGOERED J Srua) P a 4 1/2- oc.
<br />IDUREDGONC%TE RED. CONCRETE � .EaURED-CONCRETE L.-._.£OW a S;ONCRETE
<br />OR .40 BLOCK ATE :BLOCK on BLACK gLppc
<br />l MOUNTING JUIRED
<br />INSTAL1ATION - LINED MOUNTHBG 1N�Ipwr WALL MDUN.'iiNG ffiffALUATION
<br />as
<br />A Kam rL O•,I IFE_'S PANEL A t PANEL j}u �SAfEiY PANEL
<br />SCALE 3/e"-I. SCALE 316"-,` SR%E 3/8-1" SCALESEE MEET 1 20 sj$"+1•
<br />omm "A M%tAt ,71'O 7 WOOD r ANCHOR I"
<br />wItiN Aim!a 4MtlN6 (W 3 yL1i4111TfiiNNie
<br />1Mn11W AMMeNa ova" AND IWaAI, '�� ��� TILtjT
<br />N6E DOW" ARE WHOM ON INS 'aaemrAAa sres.,A pal 3 `:' �TNEN$�C �'•�
<br />SCHMA MR CA LESS THAN IaICATEU ON curd MreaWew:ON _3 $ _ FLORIDA BUILDING CODE Nigh Wfoofty Hurricane Zone
<br />SNMLAE Itsma ANCHOR SPALwq BY
<br />NA1WLYINC 6PAGNa SHOW CN SCTHIN LLE ACRwROE . LA pRL01011 _ TE ND. 1 : * _ . Ne: 20 GALVANIZED STEEL STORE/ PALL ONwrnPi Br BY THE FOLLOWING FACTORS. MR THIS _
<br />TO ,Ax
<br />°m�PwA°t�b�1wcgNOL FAc!DPONOM "�R`�Dsu4LrnT :, _ �:• TEO ? - �N wA"�� GLOBAL PROTECTION PRdWCiS, TLC. °'/7°/i°°O
<br />v, r A' u, >6 ra .c r" waNl iwufeaLs-11Ma am -
<br />'RAN WWAJM SPACA" TWO
<br />rAP (04)60-EXIT 20-176
<br />P?o em+aar. Pa Gam 1P!-"H . MIN N.
<br />ct-000Ttrek;'PL • �! - •• SMCaIACF SE_..
<br />1
<br />I. 0WAUATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS.
<br />LIP TO +55.5. -72,5 PSF AND PAMWS LENGTH UP TO b'-B".
<br />2, FOR NOW WOOD FRAME COHSLRUDfIN, WON MEMBERS TO BE -SOUTHERN
<br />PIGS NO. 2. W/ SPECIFIC DENSITY OF 0.S3 OR COAL _. .
<br />3'%24 ra (U wm 2 MA" �y
<br />1'/24 * 14`f24RH Q W/ CW WO 0' �.J..- --- -- fo (SEE WX 2 Saft
<br />64 x 'L•
<br />(mil" 1,64113 11 ONtFJapR F401) (IRFAAIR PANEiT
<br />I : SEE NOEL 2. 4 BUM
<br />40 A.,t.
<br />1• "i` MOT[ 3 ALLA: m SEE- IIMB'M ON S1KEr ii
<br />DR wJ DR wI C
<br />.r LA i3Wfl. (� M BSTAtLEO AT iI
<br />OP+SaKT SHAII ALWAYS BE PAQNDEO W
<br />wWw"REAR fwIILE T13 FAOXRAffi IISTMJAMTICI
<br />- IT MTEHPoEO vi BE INSTALLED FROM
<br />rpvaE.3/s2' - Y NSaE OF SM CUM
<br />i/4' NPR W 114" Mec GAP
<br />t at +ow/CR"©.® 1fR!@xSi
<br />�TION A -A
<br />HD3:>5.. N ilaA1E 3J32" . f'
<br />(1}: 97E` SERIES 2DOM ECaPL TRtDK TOP tYA ND.BOTTSYSTEM
<br />, STING Of P94M +
<br />(2).,END ANELS SHHMLL ALWAYS BE CONNECTED TO BOTTOM TRACK OTNERAIRSE A STOP BUR
<br />((Tj SNPALi. BE PROVIDED AT TOP OF SUCH PANELS.
<br />(3). P ENO PANELS ARE �tOC70 AiC ING TRACK. CONHGECTIOH SNLALL CONSIST OF
<br />1/4'r-2Ax314` M.S. W 7 isr3 32 WINfi IIUT OR fJ4'ix3414. THUMBSCREW
<br />END TAPPER BOTTOM H OF FASTENERS Y BeAT ETHER OF TWO
<br />EXTERIOR FIAT FLANGES OF END PANS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO SIT CO TRMXR (R.o. A STOP BW
<br />S ONLY USED AT TOP AT LEAST 'BYO PANELS SHALL BE CININECT£D-i4 BOTTOM TRACK
<br />USN O SPECS INDICA ON TRITE (3) Ate. IN SUCH CASE, CONNECTION Of PANELS
<br />TO BOTTOM TRACK MAY :OCCUR A7 ANY PMRd LOCATION.
<br />$EE S£CTRON 11, 3' k. 4' ON SHEET 14, SEE ANCHOR SCHEDULE ON SWEET 25,
<br />3- MN". 2'/24 t'
<br />ONCRITE ANCHORS
<br />sodau am SHEET
<br />HOTEL 3 mum
<br />3- M..
<br />I' W.
<br />-Boms
<br />r EAST PA14 Q TO BE M
<br />IN FOR 5RIC
<br />F TrrtTo e[ aaTru
<br />.- N MSIQE OF SRTICTtML
<br />.ACNE - I`
<br />i/4" Mac OAP 9/4' Hex. GAP-1
<br />1 SECTM B-B
<br />.: SOME vw - 1'
<br />(1). DFPIMIMXW OF erTHPs 1t10D+ E - Z HANG, STORM PANEL. BYSTE IXMd9STHNG-OF PANEL +
<br />IL TRAM o i Wt/ TOP PANf WTm UA PLUS r84 15" LONG
<br />(2), END PM MS SHALL ALWAYS BE CO"� SILL WALL BY MEANS OF
<br />PANELMATtS L'Ii. IF 1NSiO Y W Is LONG TRk" AT EMIR PANELS
<br />SWVJ. BE CONFL M, Ta W1 If4 f-2W/4 W/ 7�2''
<br />WNG HUT OR 1 4'i-2W3 ANn. iTfNtWA89f EW INTO TAPED CEPT AS
<br />t� O ow)•
<br />(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LONG Q AT
<br />&Oi' END PANELS ARE NCI CONNECTED TO >X1TiOM TRACK�2 . iL STOP am
<br />SFIALL. IE PROVIDED AT TOP OF SNCFG PA Ii&
<br />(4). FOR INMALLATIONS WHEN TOED PANELS AND SAME INTERIOR PANELS ARE DIREMY
<br />rIWWMAMOjjY CASED JOINTLY SoWEEl"ATMBCIAMID WTRAGR3TO WWALL.
<br />ECG£ DANCE. FOR THIS Rii€RTLNR PANEL. USED ,TIT Y W (DOES
<br />NSUCH TNA w"wo P mvIf GE a RRf" SIDDEE dKH`. 2�� HST' b
<br />k11� THEtR RETAINED Bf �:
<br />_,• LIE.. ..t<, _ _ E1•;
<br />.•3I
<br />,I
<br />am: SKINT ,B # 20 MR ANCTTOAS TIME a
<br />AIIapR „
<br />1/49
<br />114
<br />Y,
<br />SPACM MR WSTA IATGON4 INTO WOOD
<br />161 No" women 04
<br />3
<br />CAI$ OLIAM0.
<br />MNMW,ANCMM SPACRM AND M MMLM
<br />8" D!STAMM ARE MIDWAM ON THIS
<br />•maaHWAw Oem.M W
<br />3
<br />3
<br />804MU FOR EA. LESS nVN AWAIM ON
<br />SCHIn" AMDUCE ANCHOR SPACIW BY
<br />MILTIPLYMO SPACM DOME ON SOKME
<br />p7a rW can.!. WAN bU
<br />3
<br />3 t/s
<br />AML I& ONMOMBY'h,
<br />It
<br />BY THE FOLUMra FACTOR MR N J.-
<br />CPVA 7D BE POSSIBLE. ROXIM
<br />1 1Ar
<br />2 Ile
<br />'
<br />SNCBK. OBTAIN® OSMD FACTOR WALL MOT
<br />BE LESS THAN MNMW SMCT110 IMAO EO
<br />FOR EACH ANCHOR TYPEOM THIS SCHIGXXF
<br />S,
<br />tat
<br />,AD
<br />a i'mr,
<br />'.• a Ell r
<br />346 m"',
<br />y aE +T:11F
<br />GENERAL. MOIL, VALID E-z NANO STORM PANEL SYSTEM
<br />1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OOMAWNT (P.E.OJ HAS BEEN VERIFIED FOR CMUANCE IN B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID A PAdELMAYE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7tb EDITION) OF THE FLORIN BUILDING COOE. BLACK %(ALL BE 1 1/4',
<br />DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABIDE )FEATHOED COPE, 8.2) MINIMUM EMBEDMENT OF t j4'0 X 7/6' CALK-W APCHaRS SHALL BE IS 7/B- INTO CONCRETE.
<br />FOR A Wll+Oa 5F'EEO AS R£QURED 8Y THE JURSDICINN WHERE THESE SHUTLER3 WILL BE INSTALLED AMD NO EMSEOMENRT INTO A)D' flNISH MAT£RW: SHAD. UAL PERMRTED.
<br />FOR A DTE(:TfONALtTY FACTOR NC-a.65. USING ASCE 7-10 AND SHALL NOT EXCEED'ENE MAXIMUM (AS♦D:) 1/4' i-20 55 SIDEWALK 901T5 USEDSFU4L BE :.ONO ENOUDN(SH(IULO MAY }INISN GMTERIAL EXIST) Tq
<br />OEM PRESSURE RATINGS INDICATED ON SHEETS 25 M 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONIXTIM ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16
<br />SHALL BE- FIRS( REDUCED TO AS.O. DESIGN WIND, LOADS BY MULMPLYM TRW Sr O.tS IN ORDER TO 8.3) IN CAN TWIT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE OWING wAU_
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 h 25. ANCHORS SHAD, BE LONG ENOUGH TO REACH THE LWN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SMALL BE AS MENTIONED IN 8,1) AND IN 8.2).
<br />M ORDFR TO VERIFY THAT COMPONENTS AND ANCHORS ON INS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33X iNCREiLSE
<br />IN ALLOWABLE STRESS FOR WHO LOADS WAS LIE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCAN BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATIONS AGO SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURM
<br />STORM PANELS ADEQUACY FOR IMPACT AMC FATIGUE RESISTANCE PAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER F ATION TESTING LABORATORY. INC.. REPORT } 2032. AS PROTOCOLS TAS-201, It. R SHALL aE THE RESPON518&ii1' OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-201 AND TAS 203. a TO BE ATl`ACNED YO IiBURE PROPER ANCHORAGE, THIS SHUTTER $HAL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEM FIRS BEEN DESIGNED TO 1GE PISTALLED ON THE OUTSIDE OF THE OPENNO ACCESSING THE OPENING FROM THE OR WOOD FRAME SULDHOS,.
<br />INSIDE Wj0 7tRE USE OF A LADDER OR LIFT. THIS .APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12. THE WSTAUATKTN CONTRACTOR TES TO SEAR./CAULK ALL SHUTTER COMPONENT £DGL'S WATOCH REMAIN IN CONTINUOUS
<br />FROM TH£ NNSIOE O' BNNCTURE
<br />FACT WITH THE BUILDING 10 PREVENT YtlMO/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS .ALL AROUND FULL
<br />3. SERIES IWO I1S1'MLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG ST111 WINDOWS WHEN INSTALLATION 15 REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE. 13, STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS OWING PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PRWIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORRONTAL SUDERS STYLE WINDOWS WHEN
<br />INSTALLATION RWRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTIAI* IS PATENT POIMNO.
<br />5, ALL ALUMINUM EXTRUSIONS TO BE 6063-TES ALLOY AND TEMPER. WMISS OTHERWESE NOTED) I& (a) THIS PRODUCT EVALUATION DOCVMENT (P.E.O,} PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRQA5
<br />INFORMATION FOR. A SITE SPEGTC PROJECT. Le, WHERE THE SITE CONDITIONS DEVATE FROM THE :P.ED.
<br />S. ALL. ALUMINUM ..SKEET METAL USED AT DES SHALL HAVE. 3105-1114 AUDY.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR INE SELECTION, PURCHASE AND NSTALIATWN INCLUDING LIE SAFETY OF
<br />7. ALL STE€t.. SHEET METAL. PANELS SHALL HAVE STRUCTURAL QU41M STEEL, ASTM A-653 ORDEE SO MRI,. OALVAHIZED STEEL THIS F RMWT BASED 00 THIS P.EO. PROVIDED tE/SHE DOES HOT DEVIATE FROM THE CONCOIONS DETAILED ON
<br />DESIGNATION W/Fy-. 58.5 Iui (AFTER :ROLLED). THIS DOCUMENT. CONSTRUCT" SAFETY AT SITE IS THE CONTRACTOR'S
<br />a ALL SCREW TO BE STAINLESS STEEL M4 OR .115 NSI SERIES OR CORROSION RESISTANT COATED CARBOR :STEEL AS PER DIN (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED,
<br />5004E W/ 51 ket YIELD STRENGTH AND 90 k8I TENSILE STRENGTH & POLL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4,
<br />(d) SITE SPECIFIC PROJEL75 SHWL BE PREPARED 6f A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH 1WAl
<br />9. BOLTS 70 BE ASTL A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 k.1 MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.O.R.) FOR THE; PROJECT AND WHO WILL IE RMPWSIBLE FOR THE PROPER
<br />USE OF THE P.EM ENGINEER OF ACTING AS A DELEGATED ENGINEER TO THE P.U. ENGINEER, SHALL:
<br />10, ANCHORS TO )WALL $FALL BE AS FOLLOW$: SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWAIGS FOR REVIEW.
<br />(A) ID T'x_._.e, IrA_aRFn rwrxrc..
<br />(r) THIS P.E O. SHALL BEAR THE DATE AND O RRIHUL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of
<br />- tj4'i TAPCON ANCHORS AS MANUFACTURED BY LT.W, BURDEN, INC. (MIN: I'c-3192 P-LL) RECORD THAT PREPARED FT.
<br />CALK -.IN ANCHIOR% AS MANUFACTURED BY DEWALT INC, (MR. f'c-30a0 PA.;.) TESL STORM PANEL MANUFACTURERS LABF,1.. SHALL � LOCATED ON A READILY VGRkXE LOCATION AT {=TRAM PAN0. IN
<br />- 114-10 PANEEMATE FEMALE 10 @ PANELMAI'E PLUS ANCMOR5, AS MANUFACTURED LTY ELCO CONSiRUOTON PRODUCTS.
<br />ACCORDANCE WITH SECTION 1706.6.3 OF FLO RIOA BUILDING COOS. ONE LASM SMALL. BE PLACED FOR EVERY OPENING:
<br />(Ve-33% P.&O
<br />LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BRILiMHO CODE.
<br />AI) MINIMUM EMBEDMENT OF TAP= ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELMATIE
<br />FEMALE 10 t PANELMMTE PLUS.
<br />A2) MINIMUM EMBEDMENT OF T/4'4 X 7/8- CALK -IN ANCHORS SFAU, IE IS 7/8" INTO CONCRETE. NO EM KOMEENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4- a-20 SS SIOEWAUR SOLIS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EMI) TO ENGAGE 3/4'
<br />INTO ANCHORS MHIN
<br />A.3) IN CASE THAT PRECAST SYWNE'. PFECA57 CONCRETE PAAT:LS, fXR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />d�'"
<br />FLOM, SHALL11--
<br />�,(A' (�+�,•,'
<br />TO RFACH TH£ MWN STRUCTURE BEHIND SUC" PANELS, ANCHORAGE SHALLBE
<br />AS IN ) AND IN 2ENOUTAR
<br />(B) Ta EW rRMG ODNDI2fT1 B1GCK wW�L•*' No.44167 _
<br />*
<br />- 1/4- a TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, NC. FLORIDA BUILDING CODE (Nigh VIIOG Hurricane Zone),
<br />- 1/4" ► X 718' CAUL -IN ANCHORS, AS MANUFACTORED BY DEWALT INC. (fm-1500 P.e.1.) moto TA10w, HC.
<br />Oc'•. F( 20 GAQE GALVANIZED STEEL STORY PAWL
<br />- 114-10 PMNELNATE FEMALE TO AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION R a
<br />PRODUCTS (fm-2071 p.e.L) L�
<br />r GLOBAL PROTECTION PRODUCTS, U.C,
<br />1 L�E C�G�Nz. 4aiD S 51 w�T
<br />.
<br />A,1! Haw Roe. I,E4,`SI-7Iw =1 L4sRMeI-ewF 2D-1 V8
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<br />P$ fAopIMWM/tATE'.
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