|
I I I I I 1 11
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (III .LI AND
<br />CORRESPONDING MAXIMUM PANEL LNGTH "L' �CHEDULF
<br />FOR SERIES --QOO/2060 F-Z HANG STORY PANEL J; SYSTEM
<br />P P- -
<br />Y • IH
<br />.... -_ 1':Ai f:E ➢LLi1:N_ I 1 Sl1L1 14.E
<br />MAXMUM A.SA,
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<br />(mI ' OM)H
<br />[GNOMON
<br />CTKIMeTO
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<br />2 9/,0'
<br />I OOLTFD -
<br />V. 21, 3', I'M
<br />2Y a 31Y
<br />.611.0. -75.3
<br />70• CIO LCSS
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<br />2 7/6' -
<br />90LrE0 •
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<br />4' a A,
<br />MEASURED rw; IM011 a>PANCL> • "I-, A7 D`U`AP A Lox (M PAWL """I"
<br />MAXIMUM A.S.D.DESIGN PRESSURE,,MTING (0 e_I.) AND-SAj3 UQNDIN2--IIEA2.t(MUM ANCHOR
<br />SPACING SCHEDULE FOR INSTALLATIONS
<br />INTO CONCRETE t CONCRETE BLOCK STRU
<br />CTURE
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<br />L D- Loa wma
<br />S: PAN!: k I.I , 4' �H%c
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<br />dk%" ANCHORS SPACING Fall 1
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<br />PANIUMR /LM12 IG
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<br />PANEJAit "
<br />TO CONCRETE
<br />to DomemmCOWORM
<br />Tb DOIIL"
<br />,o caNCROC
<br />12•
<br />N/A
<br />12'
<br />1 N/A
<br />12'
<br />N/A
<br />12'
<br />1 N/A
<br />I I- a 2' (TOP)
<br />11'
<br />12•
<br />]' A,1Q.
<br />3•
<br />".
<br />],
<br />5•
<br />S'
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<br />4'
<br />a'
<br />S•
<br />e-
<br />4•
<br />r
<br />1' (BOTTOM)
<br />$ ` teoTr00 ).
<br />H 6b.0, -r5.!
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />-- ----
<br />N/A
<br />-N/A
<br />12 yr
<br />I,'
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<br />-...
<br />70' ON LESS
<br />7'
<br />N/A
<br />6 1/2•
<br />N/A
<br />4 1/7'
<br />N/A
<br />4 I/2•
<br />N/A
<br />}• (TOR)
<br />LT.
<br />N/A
<br />12'
<br />NIA
<br />9 1/2-
<br />N/A
<br />9 1/2'
<br />N/A
<br />3' (BOTTOM)
<br />I 1.
<br />N/A
<br />12'
<br />N/A
<br />12,
<br />N/A
<br />12'
<br />N/A
<br />--
<br />4' (lop)
<br />12'
<br />6"
<br />12'
<br />9 1/2-
<br />12'
<br />71' i 12-
<br />n'
<br />4' (13010M)
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<br />AIK7O16 ,TL • .FK rK 0 NS*AWTXRIS INTO WOOD
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<br />y\.. `\CENSF ••...'',, :z FLORIDA BUILDING CODE (High Velocity Hurricane Zan.
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<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG 5108M PANE4 STSiEMS
<br />(SCALE. 1/2-1-)
<br />- - -- 15.175• (TOTAL WIDTH) - - - 2.167•
<br />_.._ . - ---12SOD• (LITECITIAL MOTH)- _ L-..193' 1/.'A-70.3/.•
<br />_t 1.250' - - 750' - 5 S STUD RAETD
<br />.1
<br />G I/: (IYI•; - I_ 374' - 125- TO ANGLE a 6 1/4
<br />1.350' .166' - _ 096- OR a 17 ,/r O,C.
<br />]� ., _ - 1.350• _ - 1.3$0' - - , 350' - J00•
<br />500' N i19' (W, 6[ REVERSED)
<br />I �, I -) L �, I i Z- 60e
<br />x50 113 ins ee I[�l
<br />I 'HEMMED cALwwzW STEEL 1`v/ •', WO' De.
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<br />I- ,.3w---I O STORY PANEL 1 -- T.3SG' - - - - - - - - DETAA A' ' - - 2 �, . - s I
<br />PANELS SHALL fK INSTALLED ALWAYS - 2.387' -
<br />FROM LEFT m RIGHT W/ 1/r LEG
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<br />Ir/ R MM EDGE 1, i STY lY0' t•-
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<br />E__..- - -•i L -T a e25 0.37r 0.250Y
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<br />+ 2 376' - LAG LIP W/ HEMMED EDGE. 1 - I - 14„ S a^5' 121"
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<br />2 500' 1 1 '�� c of a°NN".ANIL DBTd�l
<br />.091• D6r � i SO KEY HOLE WASHER
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<br />7.17," 1 I • SQ S,QT f FOR ADDITIONAL
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<br />311' 656' - IZ 470' .276• .DD`' S SYSTEM) 6063-TO ALUM. ALLOY
<br />t.e7rI ' LL _ N0. 44167 ? FLORIDA BUILDING CODE Non High Velocity Hurrkam Zan
<br />1 1 1.1' ..a' 250v .
<br />2 c1D0- I.DOO .1k ^-YIN O 4w YIN. • ® I _ P aQoto R1rCD, Nc 24 GAGE GALVANIZED STEEL STORM PANEL r'r'
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<br />__ _ ROe L 41117
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<br />INSTALLATION DETAILS FOR REGULAR PANEL 1)
<br />LN.TQ CURED CONCRETE OR CONCRETE BLOCK STRUaUR�
<br />ALTERNATE CONCRETE
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<br />20 GAGE GALVANIZED STEEL STORM PANEL
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<br />MAXIMUM A'S.D• DESIGN PRESSURE RATING _(n.a.f,) AND CORRESPONDING 2/4 1/4, 3/4. 4/5. 5/5 & 6/5
<br />MAXIMUM SINGLE PANEL (T t FNGTH "L" SCHEDULE ONLY FOR REGULAR STORM 1 W/6, 2W/6, 31V/7 t 4W/7
<br />PANELS IijSTALLATION INTO -f!QkRER_ CQN.CREIE _ CONCRETE BLQCK A WQQQ (t) "NO1OR$ "� SCHEDULE 3' MAX _. SHCLB a. To an) -- r NIA%
<br />SIN. F P IF S(I) 1_INRESTRAINm 51HGLE._PANELS.Lj; .dl_LA(:H
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<br />W(TN_TRACKS .2-OR @ WRECI.JIQMiICO-.AT tACH_iNC ^'O v , / O .4 T- I , -
<br />* 4 I T 1 -I" r T- -r-rr -r-rT r^-�-r-(- (-1-r -I- 'I
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<br />121-0'
<br />250
<br />17'-o'
<br />11'-d'
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<br />1l•-r
<br />- lot-0,
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<br />1 - 7'
<br />1'-4'
<br />55.0
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<br />-J-
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<br />6, -11'
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<br />r.J'
<br />3-1'
<br />110.0
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<br />nss
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<br />MAXIMUM PANEL LENGTH
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<br />DESIGN
<br />PRESSURE RATING
<br />(P.°.F.) (. of -)
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<br />MINIMUM SEPARATION TO GLASS SCHMUL.E
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<br />PANEL LENGTH
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<br />WIND SPEED > 170 MR,"
<br />(In)
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<br />>33 TO90
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<br />7 1/2•
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<br />>90 TO 145
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<br />7 7/2-
<br />7 1/2•
<br />i 1/2---
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<br />I-
<br />-
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<br />55'
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<br />50'
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<br />35'
<br />-32'
<br />32'
<br />32'
<br />47' .
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<br />32'
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<br />32.
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<br />32'
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<br />32'
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<br />a0'
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<br />56'
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<br />11N/6, 2W/6, 3W/7 $ 41N/7
<br />- ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 k,I)
<br />REGULAR STORM PANEL (1) ELEV-0-0 ,/4' M., GAP
<br />-11
<br />III (MN. pf7eN,P -1 WIDIL W4MF0
<br />1/4,%GAP ," - I T - `7----'�---CT'-"--1II-m
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<br />! SECTION lEC11QN--AA-A T
<br />'.....� NT..S.
<br />NOTES:
<br />a(1) L4. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GWN POS,iM AS.O- DESIGN LOAD
<br />-. MAN. ALLOWABLE PAIL LENGTH FOR A GAT11 NEG/UN'E AS DESIGN LOAD
<br />(2) PROCEDURE TO Dr1EAMINE W MAKUM PANEL LENOTH.
<br />GRAN A POSITIVE AS D. DESIGN LOAD, DETERMINE MAICINAI PANEL LENGTH 'L.- FROM SCHFDULL
<br />GIVEN A NEGATIVE ASD DESIGN LOAD, OFTFRWNE MAXIMUM PANEL LENGTH 't-' FROM SCATTKO,
<br />(INN. MAXIMUM ALLOWABLE PANEL LENGTH 15 [OWL TO 7HH[ WININLIM OCTCRYRED PAWL LCNCIH
<br />KTWETN 1. • AND -L- •.
<br />(3) SEE SCHEDULE BEICYA FOR MAN PANEL LENGTH FOR PONOSm QLAUr1GJION
<br />t INSTALLA11ONS INTO NOCE ARE UNITED TO 195 I,.I MAX. ASD. DYIG. PRESSl1PF RAMIE
<br />`AIAAI AS "5 4, lO k 1. For MAX AS,O OESION LOMc W MI,X vµC[ IFNGTHS FOP-
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<br />REQUIRED r _.. .. I
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<br />' 1/4' E[ SCHEOUL. ON I 1 : OI I = .._ ._ _. i- ON SHELfR 11 ION
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<br />- ..I 1
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<br />' u �. I ' ®1' MO LONG ALUMINUM SPACERS O 12 I/?•
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<br />LJ L- 1 L-.I I�L� I
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<br />1 Mn 1 • (. 1 0 1 I SEE NOTE •' BELOW FOP LIMITATIONS FOR
<br />SEPARATION I i' MAX I I �.' MAX. T 1/2' LONG SLEEYfS,
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<br />SEPARATION I
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<br />GLASS -/-- I GLAASS (SEE SC1 / PLATE REQUNEO
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<br />I I ON FEET 3) I DIRECT MOUNT W/ SPACER t4�
<br />I 'IA- _' I * I ALTERNATIVE 2W_
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<br />1 /1 1 : 1 I _ . -.I SCALE 3/8.1 •
<br />` /
<br />I I SOX - '1 • 12 1/2- O.C. SEE TABLE /1 ON SHEET 17 FOR MAX. PANEL LENGTHS k
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<br />amk F0 WILL 15'-0'
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<br />PLATE REWIRED ' ,,STAG ANCHORS BUl6eC MXM O,ApNTLY NOGILD ON a4RT IN.
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<br />N 0 CNA59 I10
<br />STAGGERED W/ STUD I I0
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<br />(SEE I IEDUIE DN AS nQ F011DWXIG fANDI1lOK Ali( 11•tt PLUS) SHALL Y s?Km MDC IY ID e 1ILO oC.
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<br />I RATlrlO 15 IRO .0 Ps.1. (3) IWL 24 GCC PANEL LENOM a UMD[O TO /4• AT AN, OPENING
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<br />M MwWwAIM toTTN PAWL LrNrnl Ct WALL MOUNTING / DIRECT MOLL j � (THIS 16 A W ET ") nroM IARa,I PANEL LnwTNs AI�aNE7! oN
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<br />WALV11A4L_1d0U�{TING (,) n.STOPAWL nmAUAnw n oMY ALTERNATIVE 2W (A) 1 ,/2' Jo SPACER cospa N1 IRA SNAIL IN A, .01M ON
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<br />NOTES *,-' 1,\CENS�...,9
<br />FLORIDA BUILDING CODE (Non High Wlocity Hurricane Zone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.$ O. o2w n1ECa. TIP:. AA.
<br />L
<br />D FOR COMBINATION OF SECTIONS N 4 NOTE 0 C T 0, 416' 4 GALVANIZED
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<br />DESIGN PRESSURE RATING (ps.) AND PANE I.ENGT S c * * L * _ nww, .r
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<br />INSTALIATFON- �F •. F(DRID `'W; •°W sr s, srR[Er
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<br />TO 12LAXM w S,I Mul. 3FLC)ES GMYIIs.._li._-..L.55_ANN,;
<br />I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PESO.) HAS BEEN VERIFIED FOR COMPLIANCE R. ACCORDANCE
<br />- 1/4.0 (µCON ANCHORS, AS MANUfAC1UREO BY IT.W BUILLEX, INE
<br />WITH THE n20 (71,1� EDITION) Of THE rLMFDA WILLING CODC THIS STORM PANEL. SHALL NOT BE INSTALLED AT HI I
<br />. /14_10 PAWLYATE FEMALE 0 AND PAWLIAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCIr- HURRICANE ZONES (WHAM -MADE / BROWAPO COUNTRIES) _
<br />- 1/4.0 LAC SCREWS PER N.O.S.
<br />DESgN W- LOADS 'Ei N CC S P N r C i A IC WINL'
<br />WIND SHALL % E C MN PER SECTION 1609 0 '.0 MOVE 1. 7FO ODE. OF WAS
<br />_ 7 A' IB T r .
<br />16'. 5 9' WOOD BJSMRK S OSR U ED e'r ALI PLANT SI;RFW, BC11.• k SPECWfY .0
<br />! R,. I P '1 F A r SPEED AS NEUU 100 B E JVR SOCMRI WHERE STERN PANEL 'AY 1 & INSlAL1.Li . A/10 OR OWEC1 ACTOR
<br />NI AM IONALJIY
<br />ND- N- /-1 M N EXCEED THI PRESSURE n
<br />U B]. USING ASGE 6 0 SHALL 0 E CEEB C MAWUM AS O DESIGN ESSLI/tC RATINGS INDICATED ON SHEETS
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<br />IN ORDEAL TO VERITY THE ABOVE CONDITION ULTIMATE DESIGN WIND LEAK OETFRIINEO PER ASCE 7-16 SHALL BE FIRST 7
<br />REDUCEDf0 AS0 PRESSURE RA11NG 8Y MULTIPLYING THCM 8T 06 IN ORDER T0 COMPARE W MAIL(Aso)
<br />'. L7 MRKMUM PENETRATION 01LAG SCREW Wr0 THE WOOD FRAME UNIT SHALL 1 1 ID THREADED
<br />DESIGN P1 RATINGS NON SHEETS 3. 8 MPI12 a 17. 1R
<br />PENETRATION INTO SfW:CA SIV4l BE CONSIDERED ASPART OF MC RCITRLD THREADED PENETRATION
<br />IN ORDER TO VERKY THAT ANCHORS ON THISIS .CDAS TESTED MERE NOT Ot f,RESSCO,A ]JX INCREASE W All7WABl!.
<br />$iREt FOR YAFE LOWS WAS BOS USED N itNEW ALAI YSR FAsr[.NE25 SPACING EO W000 HAS SEEN prtERM1N[0 ,N
<br />(;.}) WMMUM EtK%E DISTANCE O WG sL'arws. INTO wooD SMALL BE AS INDN•,A1L[I IN THIS DRAWIAIG
<br />ACCORDANCE WITH N.D.S. 2.019E
<br />FOR
<br />STORM PANEL'9 ADFOUKR OR IMPACT IRO WIND RESISTANCE HAS BEEN VERa1CD M ACCORDANCE WRN SECTION 1609.7.2 Of
<br />C.. WINRAUM P NEIRATI(XH 01 . BUSHING SHALL 1/1' r 4' e- Q SC a USED SHALL BE I 1 ?' L MINIMUM
<br />) F BE / / 1 MEW' / TINE
<br />INC .I, MENTIONED CODE AS PER AAERICAN TEST LAB OF SOUTH F.ORIOA REPoHrl, /pa1401-01 AND #021902-09, AS
<br />SHOULD STLICC0 VXYP, AND I- MINIMUM FOR WALLS WITH NO STUCCO
<br />PER SSM 12-09 k ASTM C 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 1117301-10 AS PER
<br />IAS-201 AND TAS-203 PROTOCOL& AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 Or THE
<br />CS) IN CAS[ TIAI PRECAST STONE. UP PRECAST CONCRETE PANELS, STUCCO OR W000 BOARDS BE FOUND ON TIE EXISTING
<br />11ORIDA BUILDING CODE
<br />WALL, ANCHORS SHALL BE LONG CNOUGII TO BEACH THE MAIN STRUCTURE BENINO SUCH PANELS.
<br />ANCHowt SHALL OF AS MENNONEO N C 1). C2) k CA)
<br />2 ALL ALUMINUM EXTRUSIONS 70 BE 6063-16 ALLOY ARE• IEMPEA. (UML[$S OTHERVASE NOTED) SEC SHEET 7
<br />M INSTALLED F N0 t O THE p L'OMML. tl I' "P ::Ir ".710N OF iN ANC M H" 'T (D) CHORS SHALL BE 5 tD OLLC1W AL E E NUA UAL' AND 7 C N.P 5 E ANCHOR'S ANU A. uREH
<br />J ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAM HAVE 3105-1414 ALLOY.
<br />B PANELS MAY ALSO BE INSTRt INSTALLED HORIZONTALLY FOLLOWING STALLAT`THROUGH DETAILS EHOWN ON U('WN I HROUH 6 (SKITS 4
<br />4. ALL SLCEL 1WfEI METAL PANELS SHALL HAVE STRUCTURAL QUALM SXa- AS11A A-653 GRAOE 60 MINIMUM, G-W GALVMHrED
<br />THROUGH 5) EXCFP7 THAT HEADERS® A® SYVLLL NOT OF USED
<br />STEEL DESIGNATION W/Fr- 922 Av (A7ER ROLLED)
<br />9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE $MUTTER IS TO BE
<br />5 ALL SCREWS TO BE STAIMLES$ SW. 3OA OR 316 AYSI SERIES OR CORROSION/ RESISTANT COATED CAP" SITEL AS PER ON
<br />&eLDATTACRHED/C5. TO INSURE PROPER ANCHORAGE TICS SHUTTER SHALL ONLY St ATTACHED TO CONCRETE DLOCK OR WOOD kRAW
<br />SIx116 W/ 56 Ys1 Y1E1U SfRQ4CTH1 AND W4Ai TENSILE STRENGTH A>XJ SHALL COMPLY W/ FLORIDA BUAUING lziUE SECTION
<br />2.11 33.4
<br />10 LACH REGULAR STORM PANE, Wirth LENGTHS DYER 90' AS PER SECTIONS 1, 7, 4, 5, 6 AND ALTERNATIVES IW, 3W k AN ON
<br />SHEETS 4, 5. 6 a 7 RESPECTIVELY. SHALL HAVE A tLGESL AND READILY VISIBLE MARMNG INSTRUCTING OWNER OR TENANT TO
<br />6. BOLTS TO EE ASTA/ A-307 GALVACEED SIM. ON ASI 304 SERIES S.AINl1S$ St EEL WET" 36 kH MINIMUM YIELD STRENGTH
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT OUTING F[RAN ODS OF HURRICANE WARNING
<br />7 ANCHORS TO INAL SHALL BE AS FOLIOVS
<br />;ITHE IM TALIArIq/ C(ANTRA:TOR IS TO SEAL/C.-AK ALL SHUT" COMPONENT EOGFS WHICH REIWN N CONTINUOUS CONTACT WRHI
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<br />eF.:3/40 SOOLA
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<br />0 IAYELM L 11AALf q t AaCIAATi LJ$ ANCHORS. AS IIANJ A,C1V CD BY ELLO COS UCTK)N ODIC S
<br />WHERE T F A NTC PROM RE
<br />SCONDITIONSBYTH DEVIATE TIDY THE PCD OR SITE SPEC PROJECT. � . C SITE
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<br />r
<br />(6) CON TO IN RESPONSIBLE FOR THE SELECTION, W1W'NASf. AND INSTALLATION INCLUDING UfC SNLN O THIS PRODUCT
<br />AI) MINIMUM CMBEDMENt OF mmow ANC.ORS INTO POURED CONCREEC SHALL FIE 1 3/4--, 2- roR ELCO PANLLWTE AND
<br />BASIC) ON tHFS P.E.O. PROVIDED HE/SWW EV DOES NOT OAlf FROM THE CONDITIONS MYN-,ED ON NETS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />1 .I/4' FCAI JA" NNW ANCHORS
<br />(c) INTO PRODUCT EVALUATION DOCUMENT WIEI. at CON51NRED MAUD IF MODKILD
<br />A2) CAUL -IN a SOUO-SET ANCHORS SHALL HE LMBFDOD 7/0' INIO THE POURED COMMIT NO E.MHEDAIEM INTO
<br />STUCCO SHALL BE PFRMITTLU. 1/4• ♦-20 SCREWS USED SHALL K 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST.
<br />(,I) SITE SPECIfC PROJECTS SHALL BE PREPARED BY A FLORIt7A REGISTERED ENGINEER OR ARCHITECT WHICI• WILL. BECOME INE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY Of HEADED SCREWS 09 ALL THREADED SCRCWS IN/0 HEAD,
<br />ENGINEER CK RECORD IF OR) FOR THE PROJECT AMI WHO WILL BE RESPONSIBLE FOR ME
<br />BUT W1114 WINC NUTS
<br />PROPER USE OF THE At E D ENGOEEW OF RECORD. ACING AS A DETEGATFO ENGINEER TO THE
<br />P.L,O ENGINEER, SHALL SUBMIT TO INS LATTER THE SITE SPECIFN. CRAIANGS FOR Rmw
<br />AS) IN CASE IF141 PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR IW70D BOARDS BE FOUND ON THE
<br />EXISTING WALL. OR FLGOR, ANCHORS SHWA. BF IONG LNUUM, 10 REACH THE ANN STRUCTURE BCIONO SUCH PANELS
<br />(0 INS ►EEO. SHAD IfAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
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<br />ENGINEER OF RECORD THAT PREPARED IT
<br />(N TQ_LX 1NG-SQIE RL1L.-LR..NA1L A"-5-00'
<br />14- SHUTTER MANVIFACTIREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />-. 1/4' a TAPCON ANCHORS AS MANUFACTURED I9Y I 1 W Ruil DrX. INC.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 of ILoRIDA BUILDING CODE ONE LABEL
<br />SHALL BEPLACED FOR EVERY OPEMNC LABELING TO COMPLY WWI. SECTION 17090.1 O' THE
<br />- 1/4' ♦ . 7/e• CALK -IN ANCHORS. A5 MANUFACTURED BY DENALI. INC
<br />f1.01110A atnlUNG CODE.
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<br />- 114- 10 IMNELMILTE FEMALE to AND PANELMATr PLUS ANCHORS, AS MANUFACTURED BY ELCG CORSTNUCTXN NRry„•�ELIIIINlryf1
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<br />BLOCK UNIT STALL BE 1 1/4' �
<br />2 AS11nrI Aa02P •TRW. wC F1.
<br />92) CANINk SOLID SET ANCNOAS SHALL BE EMBEDDED 7/0' INTO rIt CONCRETE BLOCK VAR. NO aEN'T'SIT'044 67
<br />24 GAGE GALVANIZED STEEL STORM PANEL IXse. nSTUCCO
<br />SHALL K PERMITTED. 1/4- R-20 SCREWS USED SHALL K 1 '/2' LONG MAIMUM S.OULD f -�O FXISI, * --'--- - -
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