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<br />INSIALLATION DETAILS FOR O RM PANEL SYSTEM INUALWICIN DETAU EOR OPTION #2 F_QR LIFE 5AFUY STORM RANEL SYSTEM I GENERAL NOTES YWQ L=Z hm STORM Bmu I
<br />IM EXISUNG WOOD MUMS , - INTO EX151INQ WOOD STR9_9URES 1 E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OCCUMEM! (P.FO.) 14AS BEEN VERIFIED FOR COMPLIANCE IN ELI) MIMMUM WOMMENT OF TAPC- ANCHORS AND FANELMAIE FEMALE 10 & PAWLMATf PLUS KID CONCRETS
<br />I ---'1 - -- "I �7 -� 7-- V,—, -,, -, e , � -0 - -, ACCORDANCE WITH THE 202D (7th EOMON) OF THE FLORIDA BUILDING COX BLOCK
<br />I , , I' 177- 1 ��j -, soij- IV, 1 1/4-.
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<br />� -� "', - I! ", 1: I , �1' ", __ OrSiGN WIND LOADS SKVUL BE DETERIANED AS PER, SECTION 1820 OF THE, ASOVE MENTIONED ropr, 9.* MINIMUM EMNEWENT OF 1/4-9 X 7/al' CALX-04 ANCHORS SHALL BE IS 7/a- wm CoNcRETE. .1�
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<br />�,,� � � ' A, - -- 11 , I , FOR BY PISDICTION WHERE THESE SH E PST�LEO NO EMBEDMENT INTO ANY ANISH OATERW� SHALL BE PEWMa, ,
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<br />" _", 11 � ,,_ � . I I , -, ", A W SPWIAR -0,011540 ASCE 1-10 AND r MAXIMUM
<br />1?1 1�� All �, _" I vWDER ""11-11." � � 11 . - ,_ I ,: �ML . ", �� " " "I - 1 1 �,- FOR A MIFNIOCCTIO A1009PIRKEG (.S.D,1 1/4' 0-20 SSSOMALK BOLTS USED SHAuL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL IDOST) Ia qr
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<br />," .", �-' ," - �, % _., , " 06WOOR "", ', I ;� " �� - � DESIGN PRESSURE `RATINGS INDICAMO ON SHEETS 25 4: 26.
<br />" ____ I I I � - "" - � I �! �. � � 44'F TAPCOk 0 6* D.C. VWrA 3/4' IWO ANCHORS. It%
<br />� - -� I � 1/4'* TOWN 0 9- &C, � - "I � ; I I -1 _V'. TAFCON 0 0 d , � --- =, 'it DESIGN WIND LOADS DfICRARWE, PER 7-16
<br />� � " � j I 1100 TAPCON a 4` OICI I- __ ;(,. . ;� . r mc. 11�1 . � , �1,11' il , IN ORDER TO VERO THE ABOVE COMMON, ULTNAA ASCE
<br />� , , . i I 1, I ,;4,m, Two= SHALL BE FIRST REDUCED TO AS�D, DES" WIND LOADS By MULTIPLYING THEM Eff 0.6 IN 0 I TO F
<br />. ", A"/rOMINT .R1I Mit Ilr MIN, I I � I
<br />I I 11 � , I M, THREADED , D ""I,", , � - ;
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<br />1, I I , F&E�D;71T 'W"OM&PED , �. Ir , � " � , — - i ETIAZON wow . � ", 15e w/. Ile ,.�.FTHROWE - I � 8,3) IN CASE THAT PRECIAST STONE, OR PRECAST CWMETE PANELS BE FOUND ON THE EXISTING WALL,
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<br />I I� � , ', � ; � ! At I K _� i ", j AT WOOD RDER
<br />I � '. . �. t WOOO i � i- iifi �", I r, � ,� HEWER
<br />1, I L �� I ; �, I I �, ll % I 44EOWER : - I TO COVPARt 114M W/ Mm. (A.SD) DESIGN PRESSURE RATINOS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE AIAN STRUMIZE KHMNU SUCH PANELS ANCHORAGE
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<br />�� � . , , �, HEWER . I � '. w-ADOR .'�� I . � I �� "sk'" I , I 11 _'L - , I I - . .�
<br />, I - � I I /I . - 7 _� � WADER . I ! i i /, I - SHALL BE AS MENTIONED IN SI) AND IN 0.2),
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<br />k 1/2' .114- 00804 A I, It I �,( - N*m . '.. I 11 14 Ir ,; IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON IHIS P.E.D. AS TWED WERE NOT OVER STRESSED, A IN
<br />; 41/4- ", I',, 11 - � 1/4- �, 1/2' I T/I 1 4 — V_ I 1/4* ; : ,� - � - 1/2' E, 1/4. IN ALLOWABLE STRESS FOR WIND LOADS WAS JU USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN =
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<br />� It " 4 I I I � - � . M DETERMINED IN ACCORDANCE WITH N.O.S. 2015, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 10
<br />I:_ I - --p:__ , - r," I - /11 �_' 1, - _.____, -:, � � � __ I k I I MANUFACTURER, LLJ
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<br />I I I I T , I 1-K-IT,_., , � ... � � ,� 7 I , , 1 , �w � __ r -1 I ., " 0. I I � VK I , \ i � � � : SMRM PANEL:5 ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE IIAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF =
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<br />f I I . I I � � � I vQ-jw ; I RE 'I� 1 ; I 1HE ABOVE METITIONEID MOE AS PER FENESTRATION TESTING LABORATORr. INC REPORT f 2P32, AS PROTOCOLS TAS-201, 11, IT SHALL BE THE RESPONSIBILITY OF I1K CONTRACTOR TO VERFY THE SDUNMM OF E E sHurr _=
<br />: I I _____j . ;; � i I I "I �1' f 'r i ; i -202 AND TAS-201 THE STRUCIUR WH RE. 0 _< . C=
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<br />, � I 11 I ! I TAS IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED M CONCRETE, BLOCK
<br />I 1 9.1. � � I 1 01 -1 PAM � , , IL � I
<br />, ,� . , 7 , , .. ! %NT,-- , �:, , '11 D` I " I : i'� � I ; �-_,, , ., 2� NIS Y HAS MR DESIGNED TO BE INSTALLED ON THE OUTSIDE OF Tk� OPEN04 ACCESSING E ap D, fP THE
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<br />� . � 1 --o � ! I - _3 I � i INSIOE OF A LADDER OR UFT THIS APPLICATION IS VAUD W14ER INSTALLATION 15 INTENDED to ME PERFORMED 12, THE INSTALLATION CONTRIICTOR 15 TO SEN./CAUIX ALL SHUMA COMPONENT EWES WHICH REIAAIN W CONTINUOUS. ><
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<br />; 1 G � � � 0 ! (3) � ; : - cp I-W.W-11E STRUMURE, LA� CL.
<br />� 11 I t � i I � i , . CONTACT WITH THE BUILDING _;
<br />I I —.k- "TXTZ� f i I I rxisTINW�GE'll I I mi, sw, A.10 � , � IQ PREVENT WIM/RAN INTIRUS4W CAVLX AND SEAL SRUTTEk TR0,ORS ALL AROLIND FULL
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<br />I I To IRA% 1 � I 3, SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WJAEN OSTA"4TTON .IS REOURED IQ BE LENGTH, - = -
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<br />I ItCHEOU'l I : M_ CIASS r -m � I i i � SOMIKE _- , ! (W) " a--
<br />� PANEL LENGTH DR IiHI:rt 10) i i P41a LENGTH ow Idy I i � Tom 7 PERFORMED FROM THE INSIDE Or STRUCTURE- 13. WORM PAWL ROALLATION SHALL COMPLY WIT14 SPECS 44OUTM IN THIS DRAWING PLUS ANY BUILDIM AND ZONITIC ch = cc
<br />I ; (SEE NOTE I ortow) : Ic AI_ I I I 'V M I I =E_ ON mw 16) I � :
<br />- w.am" � I . ; (sm NOTE I save) ! I I PANEL LENGTH W. Wwww", � : � ; i REGULATIONS PROVIDED By THE JURISDICTION W41DW PERMIT IS APPLIED TO. .-x C-4 i;�
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<br />=_ - TO dAm j � ___�- ,- - - 9 . t-j".m, "mu.) =:E- IIN'. NPAPItIft I ! I I- __ I. - - (SEE NOTE'l MOW) 1_1 m-, �A - - - - I -;�-- - `L* M.. 4. SERIES 2000 INSIALLATIDIII IS APPLICABLE 10 SINGLE AND DOUBLE HUNC, AND "WiZOUTAI SLOERS STYLE WINDOWS WHEN
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<br />Ir mm� ! : ; � INSTALLATION IS REQUIRED TO BE PERFORNIM FROM THE INSIDE OF SMUCTURE. 14� ATRIUM WINDOWS AND DOOM, INC. E - Z RAW STORM PANEL SYSTEM, IS PAIENY PENDINIT :9
<br />I � I �/4*iIM,,I�. � � I � �{sw SOMW ; � t �r PANEL LENGTH �� PANEL LENGTH jz w
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<br />SIM 161 � u� --- ---- I I ON MIw 111) � � I - r.""�=) � ! fSEE NOTE I BELOW) � ------- I )
<br />1 : I . AL� I ---. ; /"*0_2NIi__ , — � 1/4-v-20*1- (SEE NOTE I SEUM . E! =
<br />I I _____ L� - ___ OOZK IV � ____ �,, - L � - � 1 I 5� ALL ALUMINUM EXTRUSIONS TO BE 0063-T$ ALLOY AND TEMPER, (UNLESS ME"ISE NOTED) 15 (4) THIS PRODUCT EVAIATION DOELIMENT LE" >.
<br />� ge 1 � I ; 1, I , . CLAM - I � MIS, IN , __ � : .= =
<br />i I ,�#,,�,313r , I I � � i -IS, Ct,�.)LPREPARM BY THIS MINE" IS GENERIC AND DOES NOT PRIME
<br />I I � I I � f � � i ;Zwm. I I INFORMATION FOR A SU SPECIFIC PR e. WHERE THE SITE CONDMOMS O'EWTE MON THE P-F-D. w - .;r
<br />I , � - --- , I � I : : �1, I.L."'I-1- � 1=117 - p 1� I ALL ALUMINUM SHEET METAJ� USED Al CLOSURES SHALL HAVE 3iG5-HI4 ALLOY, cr.
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<br />`�_=' , v-v---- -, - v- - - ; � "I I 1� �, � I D �" __ W CONTRACTOR tO BE RESPONSIBLE FOR THE SELECTION, PU= Allt�r Z_�, cc
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<br />� " i � F , " I .1-- _ -1-194---1111- t� i I ALL VEEL SHEET METAL PANELS SHALL RAVE SINUCTURAL QUA ' STEEL. AS?M THIS PRODUCT BASED ON THIS PLO PRWDED HE/SHE N., ,= INC UOING LIFE SAFETY OF -
<br />� , I � � i i UTY A�653 OAW, SO Min., CALVANFIED STEEL
<br />I T, _i , --- J � i it, *11 IA CON 0 _[� �, i-l'.. -1-i ! -,,i I � � 1 1 THE CONDITIONS DETAILED ON cc CL) _X74I
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<br />� , I I w .C, �', ,�,, I i - OMG4010N WYF�- 58,S W (AFTER ROLLEEI). THIS DOCUMIDIT� CONSTRUCTION SAMY AT SITE IS TEE WNITRAODI RESPONSIGICH't = I U co
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<br />I I I I I ON. THREADED � y I I d � �
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<br />I � _-, __ : � i PENETRATION At j= I _, - ; i I ! I 0, ALL SCRCWST0 BE STAINLESS SIM 304 OR 316 AISI SERIES ON CORROSION RESISTANT COATED CARBON STEM AS PER DIN I.) THIS PRODUCT EVALUATION DOCUMENT WlL BE CONSIDERED INVALID IF MOOFTED,
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<br />I � I I . i , , I I I : � ___,__,_ --- - 5001 8 W/ 50 W IrEILD STRENGTH AND SO W IENSQ E STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING COOEr SECTION 2411.3.3.4
<br />1 L I . I z � I , i I :
<br />I L � � _ , , - I , , . I k (4) SITE SPECIFIC PRQIXM SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL CL ZJ
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<br />I I f h I I !0, BOLTS TO BE AMIN A-307 GALVAANZED STEEL OF? AS 304 SERIES STAINLESS STEEL WH 36 W MINI U 0 SIR- - BECOME THE ENGINES OF RECORD (E.O.R.) FOR THE PROXV AND WHO WILL HE RESPONSIBLE FOR THE OROM is
<br />1�1 �,� - I � . j % : I � _-0 - a, 3 � USE OF IN RED, ENGINEER OF RECORD, ACTING AS A DELEGATED MINEER TO THE P.E,Q IDOMEER� SMIA'a
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<br />� U , �� . � . . - I : I ; 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LAM THE SIM SPECIFIC DRAWINGS FOR AMEN
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<br />16 ,� - � � & "I � I J:F � � : � I I .... !�:
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<br />It I- I 11 I I - �, I I � ! I I I (a) THIS PZ_D, SHALL BEAR THE OATE AP40 ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or tl
<br />F I RIF � � fi -1-1410$ -1 fl! � , I I : ,L:, 1, I � 4 � I , � � , � . � L I
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<br />�!'. �-�� , Sim , I , I 1, - - I , I I - t�e§ TAPON ANCHORS AS MANUFACTURED V I,T,W_ SUILDEX, INC. (Mi . fIt,.31 2 , j) 1 '-,
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<br />� ; - L_ ,��; a MS, w/ I'll, I � �' I - `1 A- A 9 7/3' CAILK-IN ANCHOK AS MANUFACTURED BY OMIT INC� (MIDL I',D.3GQ0 ".Q
<br />5� CONIT, CoNt. IL � - 1114-0-gw/4's ). I X, I/4-#-2%yt,s,S, us, W/ � - 1.1-1-1- � � & � 3 � - 04-10 PANELWIE FEMALE ID & PANELMATE PLUS A;MCHORS, AS MANUFACTURED ELCO CONSIRLI g F, DU . I$- STORM PANEL MANUFACTURfIeS LAVEL SHALL K LOCAM ON 1) READILY VISIBLE LOCATION At STORM PANEL IN
<br />"A , 1 " 0,� R I� � *4 , 313:r WIND - �� I I - I W, NUT I ��ko NOT 0 1 I: I ; i0y PC RO CYS ACCORDANCE W" SECTION 170%93 OF FLORIDA BUILDING CODE. ONE LABEL SHALL SE PLNCEO MR EVERY OPENINt,
<br />WASHER , �� P /r CC, I
<br />lei . 3/32- V�!; Nip I I k. , , I � i I
<br />I , v WASHER (BEYOND) � �, � Wamo p's,L) LABELING TO COMPLY WITH EECTTCN 17093.2 01"PoW FLORIDA OUILDING COM
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<br />� ; 'a 6, olc� . 1"READED �, i i � t, � '1�, i� � � - ., , � � � 11 , , I , �?/B A.1) MINDJUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRm SK - AND 2- FOR PAWILMATIE
<br />SIAGOEREDI W/ ,,, i �� � 1, ,III ' '# . 3/:5;r vim ALL RE 1 3/4
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<br />1 , _7 , , I - i- = &A".M MRAN107" I 1; ) �� 1 � - !'WAS14ER 0 5 I14- Q,r- REOUPIM __ - 2 L " il �' WASHER 0 (BEYOND)
<br />'A 7 , I - i 5 I 14 iij ) rke WOOD .7./S"o � 3/32' WIN-. NUT 2`x4` WOOD KATE � 1 -,,. NUT
<br />, =1. 5 I! =/�;..j =ED 1 ,� -� � � 1� - - '.1 I ' i !�["� fj-,
<br />--d I � I ! OF PLATE I - #_�4 " 7 � ��� IREOL�qm= , i I _� i , I FEMALE 0 & PANELMATE PLUS.
<br />- 11 - zwl�m . _fl'11' I . I I ; , �� ..
<br />— , � 00010TH �L .1 � i-11 11, 0 x_ wow PLAW � , I I
<br />I - eCCa ",Am �Iz til '�
<br />I i il i - 1 z iil I! I -0 X 7/8 0 EMBEDMENT INTO
<br />I �- T- , � . ; - � � #I+-io tAR -T, P_g_ -It � A2) MINIMUM EMBEDMENT Or 1/4 - CALK-W ANCHORS SHALL BE ISS 7/6' INTO CONCRETE. N
<br />OF KATE I OF PLATE � � , m '= -10 PANEIMATP_ I - � It �ji , ANY FINISH MATERIAL SHALL BE PERMITTED-
<br />rg WOW PLATE . ___ " � - 4.,; #14 __ , , I , ,-- � I a _qv� -..--- - -i ,
<br />0 6 1/4- O.C. 1 1 - ; 1 ,
<br />___________j _____Q�v PLATE � 'I. - ./, '/. - �
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<br />Q. WALL MOUhMNQ lHU6UATION WN. TORMAOMM - i j � % N - v THRIAM PENEW71014 '-, : t % H , 1/4- 020 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) To EMAGE 3/4' ""1011"U",
<br />WALL JAW & -ft MMEL AT MMOTH Of 1 � �� , � 1 AT MIDIMOTH OF PLAIM " � ' " INTO ANCHOR& A0
<br />WALL � � � , %0
<br />!Rlmmmkm b - .. i 11LIA' 1 L_ __ lj�!�;.f4
<br />pw IMMILAT" SCALE ve-1. I mem-RI'll � -, V THAT PRECAST STONE. PRECAST CONCRETE PAWLS, OR PAVERS BE MUNIT 014 r,je ISTING, OR _Q11
<br />� A.a) W CAM EX WALL ,
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<br />INS tal I � %I)' '", * * �\e
<br />0 REGULAR PANEL Ia Mifflmrt. SCALE: 3/r." WALL NQUNTINA _ N,�OON A,ngN fLOOR, AMMAS SHALL BE LONG ENOUGH TO RVAC14 THE MAIN STRUCTURE BEHIND SUCH PAWLS, ANCHORAGE SKIILL W.- * " c Ev Te ... - --,
<br />- V#00110#1% � A
<br />ScAa mr." SO&E 3/8-�I "A"044110, %, ,&IT] ME AS MENRAIED IN AJ) AND IN A,2)� t -. 'r-
<br />,1 = IA, 0 ' No, 44167 1%, S
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<br />.11 41:0�.. ..,
<br />�4 , *.
<br />mm, - .,-, SCALE a/6--l- ., \ZE�'_' ,%. SCALE 319'.1' 1 ; Ar - 1
<br />ii I I 7 �,_ FLORIDA BUILDING CODE L1412h V94COMY Nu one Zone) "-,Ill FLORIDA BUILDINIG CODE LHIgh Votocity 14 Cane Zone)] - - __ __ I __ FLORIDA BUILDING CODE (High Velocity RU Carm 20110)
<br />.M 11 - 1, vl\t - I - - 1/4* A TAPCON ANCHORS AS MANUFACTURED BY 11*� BUILDEX. INC ;L 1Z
<br />t IWA1,LA1IDNS ARE ONLY VAUD FOR BUILDINGS WITH A.S,o, DESIGN LOADS � - -
<br />.
<br />UP TO .554, -72.0 PW AND PAMWS LENGTH UP To f-r. t4o� 4 1 1. __ III= I 11 mm rm,L vr- FIP - 1/4' OX 7/r CALK -IN ANCHORS. AS MANUFACTURED BY 09EVALT INC. Cf'm.ISW p.cQ . ,.,k
<br />ifW"', .. * = �= DOOM IMt 20 CAM OALVANIZED STEEL STORM PANEL fy No 441 b f t. * � ,z� 20 GAGE GALVANIZED STEEL STORM PANEL ... It IVIN�._.* _', 'f -m TA.Itam, w- ",
<br />2 FOR NEW WOOD FRAME CDMS1TVjCT;ow, WOOD MEMBERS TO Ot SOUTHERN . z CAW . = 1, . - PRIAN ffr� - 014-10 PAINELMATE FEMALE R3 AND PANELIANTE PLUS ANCHORS, AS MANUFACTURM EFY ELCO CONSTRucItow , 20 CAGE GALVANIZED STEEL STORM PAM
<br />. = 1. INSTALIATIONS ARE ONLY VALID FOR BULDINGS WIN &S.D. DESIGN LOADS , � Opm w
<br />a *,. '.. 15e�� up TO .55.5. -72.0 PSF AND PANEL's LENGTH UP TO W-fr. a * *. Ir ,� . - ____ PRODUCTS (f'-2071 p...L) '1z htAL ' I _\ GLOBAL PROTECTION PRODUCTS, LLC. —. -
<br />— ' +��� GLOBAL PROTECY`ION PRODUCTS, U.C. .m S'.0'. s at a' GLOBAL PROTECTION PRODUCTS, U.C. *' " �
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0-155 OR EOUAL m/m/ovo : i -
<br />. _.,� w ___ 11 Ix * Ol _:t�t-, — 7E c —37 \ 4M 1W. 5 STKU GkX� 0- - ,
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<br />.�_ Z ME NO. 2. W/ SPECIM DENSITY Or OAS OR EQUAL. C, 0. * 091 g �/
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<br />1- -A 3 *, . . I FLORIDA BUILDING CODE (High WOW* Hurricane Zone)
<br />I -I 76DI_ - I ' ' ' - _
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<br />NOTES 17 i
<br />� , AT 70P & PAWLVATE PLUS OR Ifr LOW
<br />(1)� aZ1dEQR.QE_§JEWA_=� E - 2 14ANG 70" PANEL SYSMIM CONSIPOL OF PAND, . (?;ll BOTTOM W/ PANIIII
<br />Cont. TRAM 70P & BOTTOM, (2), END PAWLS SNAU ALWAYS BE CON"" , WALL BY MEANS Of
<br />(2), D PAWLS SHALL ALWAYS BE CONNECTED, 10 wr(ON' TRACK MERWISE. A SICIP MR PAWILMATIES M IF USM r "L ./ W"T., 'TV' At MOTION. M PANELS
<br />SHALL BE CON 7
<br />'e1;:J._.V;k
<br />(B $KALL BE PROVIDED AT TOP OF MUCH FAWLS. M, ,�,,,g�,
<br />WING RUT DR VIIIK-Wn. TA"P'4ED?(9111T AS
<br />(3)
<br />CONSISr OF DESCRIBED ON (5) I
<br />Min. rMAMSCREAV
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<br />ME, "' mgj, (p A,
<br />EM PANELS ARE NOT CONN-V.-/
<br />DMIOR FLAT FLAMES OF END PANEL STOP BAR
<br />BOTTOM M411 cm� A STOP =* Mr. PROAADED AT TOP OF SUCH PANELS,
<br />(4). IN 0,1SE I CAIDTIPAWAS (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME DIRECTLY
<br />LARI T11%DDWR.IO
<br />IS AT P) I EAS HALL
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<br />is I Be CONNECTED TO ROTTOM NOWT&O TO EXISTING SILL OF PANWIVVIZ
<br />USING IS KAXW ON NOTE aAW N SUDH CASE. CONNECTION OF FARM `GR PANEL
<br />to so OCCUR AT 1EICATIM W/ USED 4"My MNCOKSKE'ANS
<br />TV A MAY MAY BE ATTACHING BOTTOM TRACK TO WALL
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<br />NOT Wim To IS: CONMerm ED
<br />I BY m', IA`= W V
<br />TABL&OWS
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