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6713 SW BONITA ROAD O J KEYNOTES z 1. 4'-0" x 4'-0" RELITE. HEAD AT 7'-0" A.F.F. • � 2. 4'-0" x 4'-0" SLIDER. HEAD AT 7'-0" A.F.F. U LL. 3. 8'-0" H:GH CHAIN LINK FENCE WITH LOCKING GATE _ 4. PROVIDE 3'-O" x 6'-8" DOOR, FE7LD VERIFY CL G IF POSSIBLE USE 3'-0" x 7'-0" DOOR w S. (4) HEAVY DUTY ADJUSTABLE SHELVES o - ^___ -_-___-_._-_ - 6. BLACK PANEL 15 BEHIND GLASS _ - I e—_-_______ - ---$----- _ _--- -- --- -----_ _------- - -� --- _ - - --- _ _ - - Q 7 6'-0" x 24" COFFEE BAR WITH SINK B. 4'-0" x 4'--0" FIBERGLASS SHOWER Z �N 9. COUNTER Ldd Z V-) Z cI NU a o0 Z O C w p GENERAL NOTES Y v) m 0) viol I U � Vi 04 A. PROVIDE R--11 BATT INSULATION AT RESTROOM WALLS _C< = ODM - - - C SEPARATING OFFICE AND WAREHOUSE. L B. PROVIDE R-11 BATT INSULATION AT WALLS L) 000 p d l C. PROVIDE R-11 BATT INSULATION ABOVE S.A.T. AT GYPSUM BD. CEILING IN RESTROOMS. D. PROVIDE PARABOLIC LIGHTING THOUGHOUT OFFICE. Li E. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. �r NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. F THESE DRAWINGS FOR TENANT MODIFICATION WORK w CC AND OCCUPANCY ONLY. O W G. OCCUPANCY B-2, BUILDING SHELL CONSTRUCTION III N.H. PROVIDE NEW SUSPENDED CEILING AND GRID THROUGHOUT. SEE DETAIL 3/A3 FOR BRACING. 0 N W 1. ELECTRICAL AND MECHANICAL BY SEPARATE PERMIT. U c J. MVAC THROUGHOUT ALL OFFICE AREAS. 0 K. MAINTAIN 100% FIRE SPRINKLERING THROUGHOUT. IN ACCORDANCE WITH THE LATEST EDITION OF N.F.P.A. L►-- f ^ W (N O PAMPHLET #13, BY SEPARATE PERMIT. 77 V L. PROVIDE HUB DRAIN FROM WATER HEATER TO O z -- -- -- - - - - - - - - -- - - -- -- - ----- - -- --- - -- - - -- -_ - - -- -- ------ p SANITARY SEWER. M. WOOD STUDS AT CONTRACTORS OPTION AT NON BEARING I. 12'-0" 9'-6" 8'-0" 4'-6" 16'-0" , 0 Cc (� - WALLS 9 N N. PROVIDE FURRING, INSULATION, AND GYPSUM BOARD 0 I A30 H 04'-0"' TO 6" ABOVE NEW FINISH CEILING AT ALL C I c a- _ EXTERIOR WALLS, EXTEND INSULATION TO MEZZ. DECK. -- - - � �-- .3 � r 0. PROVIDE R-19 BATT INSULATION AT MEZZ. FRAMING f I LLJ 1 WALL LEGEND Qto z 1 FENCED STORAGE 4 SV rn 2 x 4 AT 12" O.C. ALIGN JOIST OVER STUDS Cy 5 - -- - ' - 2 x 4 AT 16" O.C. ALIGN JOIST OVER STUDS WOMEN -- 6 to 1 2 OFFICE SV 2 x 4 AT 24" O.C. CPT Lo 5 I -- - -- - - a - - -- -- -- - - - - - - - --f►--- -- --. - --- - - -- --- - - - - - E 2 x 6 AT 16" O.C. G: IGN JOIST OVER STUDS QPS OFFICE CPT 1 1 ,-0„ A3 A3 I 2 x 8 AT 16" O.C. PLUMBING WALL i QFC=;QE I 1 NEW TENANT DEMISING WALL �)1 CPI I CL EXISTING CONCRETE AND FRAME WALLS � LUNCH ROOM �� j � I -n VCT II 4 07 ILL. 8 A3 I o GENERAL OFFICE OFFICE o °p N o of SV CPT CPT I "� to OF 1 DRIVER'S OFFICE 5 o b V EA 3) A3 I 11 I n VA=, CONFERENCE � b I -- CP T, A- 1 1_ 5 71� A3 ;Z SALES WAITINGn 11 o - CPT CIT CPT5C/�1� �e 1 F 1 2 9 I Ir' ��'JJ _ ----------J v 20 MAY 1991 Q -- - A, _ - - --- G - DRAWN T'.IAl,4TIN 'FJ`:.LtY PRE Mnns4AL OFFICE BY: APPI10VED . . . . . . . . . . . . . . _ CAW 6 CONDiT10NAl_LY APPROVED. . . . . . . r CHECKED BY: A3 APnPOV1L U"PLANS 13 NOT AN APPROVAL OF OMI=51 OIl OVER 31GHTS E i T D LETTER. . . . . . . . . . ;J REVISIONS: 25'-0" 9'-0" 12'--O" 4'-0" 1=;:_ L, - l.uN: DATE • 50'-0" 7 g> < . . . . . . . . . . . _-f11TTUj__jT fTTrMTT,TTITfTTTTIfI1T,TT1,Ti . . . . , , , , , , , .BUILDING C / First Floor Plan Q = _ , n , MACKENZIE/SAI10 h ASSOCIATE5,P.C. 118"=1'-0" ^ AREA OF WORK - 199I, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTv OF MA)CKENZIEE/SAITO h ASSOCUTES, PC((Mqq//5 3 _ DUCED IN^NrOMANNCRE E%CEP WRHATVIE PRIOR WRITTEN PERMISSION OF M/SA . . . . . . . . . . . . . . . . . . I SHEET S.W. c� �- -BONITA ROAD � - H N rF Area Ma JOB NO. N.T.S. AS FILED FOR PERMIT 20 MAY 1991 2 9 0 2 31 . 18 �IL1�l1111111I1111�l1111�i11,I1111111l1111111�1111111�111�11i.�tiIIII�IIIII�IlI�111�111�11111 ,11111I111111�Illlllllllllllll�llllllllll►IIIII111111111111111111�11111IIIIIII11111111111111�. i � � `. . ' NOTE: IF THIS MICROFILMED '— 1 2 -� 3 4 – 5 —_ 6 7 a 9 10 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO THE QUALITY OF THE ORIGINAL .es. DRAW ING. OE 4Z 82 L2 �iZ SZ f2 , EZ ZZ 12 OZ 61 61 LI 91 51 41 EI 21 II 01 6 9 L 9 1S.- ► E Z 1•N+ - i d111u11b11111111111111111111111111111N1qun111nI11N,11q�IfNNgp1111�11IINIIIb111llllllnnl111d�u11ru1hnPhlunulhn►Imlhnlll�uJunlnnlunlu111nidaulul�uulu11h1uhndlullluiluul1111111►lluuhulhnlhwlWWlu6wLlu�lllllublulnnluubn ' FEBRUARY 28 19 92 30X z . t? KEYNOTES �� v 1. L x 14 AT 16" O.C. DF—L. #1 Quo 2. 2 x 6 AT 16" O.C. DF-L #2 LLJ 3. 2 x 14 AT 1'-0" O.C. DF-L #1 Z 4. GLULAM 5 1/8" x 15" 24F-V4 ` 5. GLULAM 6 3/4" x 24" OR 8 3/4" x 21" ,4=2000' �J Luw 6. GLULAM 3 1/8" x 12" OR (3) 2 x 14 z w 0 7. 6" x 6" POST DF-L #2 Li < z N 8. 4" x 6" POST DF-L #2 — r'-�' g u- 9. (2) 2 x 14 DF-L #1 N `! CL. 0 z 10. NOT USED Z U 0 11. NOT USED wo Li (r) � ¢O� 12. DO NOT NAIL JOISTS TO LEDGER 3 m 1.3. 2 x 14 CENTER JOIST (A V 3 1 14. SIMPSON LSTA12 U Q V)J J 15. S;MPSON LSTA21 Q = O-J M 16. SIMPSON I_STA30 c E CD 0 0 17 TRIPLE STUD BELOW BEAMS W/ ADDITIONAL FULL L < 0 a0 HEIGHT STUD AT BEAM ENDS 18. 3'-6" GUARDRAIL TYP. 19. (2) 4'-()" GATES Li 20. LOCATE ALL VENT PIPES AT PERIMETER WALL 21. 40 GAL. HOT WATER HEATER 22. LOCATE PLUMBING VENT PIPES AT OUTSIDE WALL 771 1 23. 2 x 6 AT 12" O.C. DF-L #2 24. FOOTING 3'-3" x 3'-3" x 1'-;1" 0 0 V J 0 LLJ 43 A3 � / 1 1 15 c QJ C FE �✓ -- -- - - 16 I 13 - --- . 0 -- c � 01 14 1 6 U ✓�� g 12 EJ s 17 _ `1 � .L 9 9 19 1 14 A3 I i 1 a MEZZANINE -- - - 15 FOR FUTURE OFFICES cy FLOOR DESIGNED FOR 1° 125 LB. PER SQ. FT. 3 5I A3 1 1 21 9 1 OF ----— 14 16 I I t o 2 � 1 Of - NOTE: cL MECH. PENITRATIONS TO BE W Q GROUPED AND LOCATION O APPROVED BY A/E TO ALLOW I I I I ; I I I 1t3 a Z Z ___1 -- FOR FUTURE MEZZ. OFFICES i I� ' 3 6 Z < LL 24 Q -H I I \✓ 1171 16 9 i _ LTJ 23 2 — 14 W 12 A3 7 24 9 8 6 A3 i 10 11 10 11 DATE-.: 20 MAY 1991 MEZZANINE FLOOR PLAN DRAWN BY: MEZZANINE FLOOR FLAMING CAW CHECKED BY: REVISIONS: MAC'"ZIE;!SAITO h ASSOCIATES.PC. 1991, ALL RIGHTS RESERVED THE SF. DRAWINGS ARE THE PROPERTY OF MACKENZIE./SAITO k ASSOCIATES, PC(M_/5 A)ANO ARt NOT 10 BE USE, OR REFFRR0 D CED IN,ANY MANNER, EXCEPT WITH THE PRIOR WREN PERMISSION 01 M/SA SHEET r� A /2 O N OF O JOB NO. AS FILED FOR PERMIT 20 MAY 1991 2 9 0 2 3 1 . 1 8 N Q �..r.n....r....,WM4w.n.,�•...._.. ,..... II 111 111 111 111 111 X14 111 111 1�1 111 111 Ill III III p II 1� IT'yl'j1 111 II 111 II III 111 III III III III III 111 III 111 111 III 111 III III III III fll 111 III III 111 111 111• r , NOTE: IF THIS MICROFILMED I r..rr. 3 4 5 7 e 8 ` D.IAWING IS LESS CLEAR THAN .. THIS NOTICE, IT 1S DUE TO TIE QUALITY OF TIE ORIGINAI DRAWING. - - -- - - OE 62 9Z LZ 92 S2 102 f2 2? 12 02 61 91 LI 91 SI bl EI 21 II 01 6 9 L 9 S b E I + - �IIIlunlnnlnnhmhmhlulunlml�Ilulunlm+Mlninldne�aahll�aulunlnnlunlllt„+.nlnl►Imlhluhmhlullul�ludl�nnlnullnlhnl�Inlhlu�uulun�uuhm�lul)uu1�IWliluhlnlunllnlhnl�lnlhw�►1.'ll�iu�uuLul�Wtl,>Ru��ulhul�IWbu FEBRUARY 28 19 92 , / -FLOOR OR ROOF STRUCTURE 8d A7 6" O.C. \ / -25 GA. 3 5/8" MTL STUDS �/' --2 x 6 JOISTS AT 16" O.C. -STABILIZER BAR BETWEEN ALL MEMBERS 3/4" PLYWOOD DECK -� TO FLOOR STRUCTURE AT 8'-0" AT PERIMETER r G.C. W1 16 GA. CLIP ANGLE 5/8" GYPSUM BOARD. FASTEN -ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8" R-19 INSULATION TYP. 2" X 2" X 3" W/ (2) #8 SHEET / TO STUDS WITH TYPE 'S' OF PERIMETER 2 x 14 CENTER JOIST / METAL SCREWS AT EA. END. BRACING SCREWS AT 8 O.C. AT 68686 `�TO BE PROVIDED WHERE DISTANCE PANEL EDGES AND 12" U.C. LATERAL. BRACING WITH APPROVED VFKY[CAL STRUT t + �45° BETWEEN PERPENDICULAR AT INTERIOR SUPPORTS AT 12'-0" C.C. EA. WAY �� —(5) SIMPSON A35 ANCHORS F�_ INTERSECTING WALLS OR HORIZONTAL - 11f_---�3) 10d AT EACH CEILING rv,-COUTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB �---CONT. 2 x 14 JOIST TO WAL:. EO. SPACED IN WALL ir1 BRACING BETWEEN WALLS EXCEEDS f! JOIST TO STUD - AT GENERAL OFFICE SPACE FLOOR JOIST 8'-0" O.C. _---�- + + `� -- - ----I ---�--BLOCKING STRAP ALL JOISTS W/ .✓ Z -- + / SIMPSON LS7A30 O _ � N -SUSPENDED CEILING _._ ` - -2 x 6 WALL BELOW -- - -- - BLOCKING SUSPENDED CEILING O\J - Q \ —5/8" GYPSUM BOARD EA. SIDE �- 5/8" WATER RESISTANT -_ _ Z�__ _ J W/ 6d COOLER OR WALL. i r1 W 5/8" GYP. BD. EA. SIDE GYPSUM BOARD AT I BOARD NAILS AT 7' O.C. V ^ H- �- SECURE TO STUDS WITH TYPE TOILET ROOM SIDE - - ' ^ i S' SCREWS AT 5 -7" O.C. R-it BATT INSULATION AT } -SUSPENDED CEILING V / IQII.ET ROOM ALL PERIMETER TOILET ��1J w ROOM WALLS - - ----- --- - - - - ---- - - -- - + Li O ,- 3 1/2" OR 3 5/8" 25 GA. 0 - _ CROSS RUNNERS FIT BETWEEN t J Z N rn o METAL_ STUDS AT 2'-0" O.C. 1 e" _ z AL T. 2 x 4 WOOD STUDS or) MAIN RUNNERS t-_ BLOCKING A7 CEILING LEVEL �, in MAXZ MAIN RUNNERS AT 4'-0" O.C. \ N U P.T. 2 x TO FINISH FLOOR SUPPORT WITH �112 WIRE AT 4'-0" 2 x 14 AT 16" O.C. 1/2"0 P.B. AT 2'-6" O.C. c� -� - /--------BOTTOM TRACK TO FINISH ANCHUf°S ATR2D'RO" O.C. - 6'-0" MAX. WITH �, O.C. OR WITH �1i0 WIRF AT 5'-0" AND AT EACH END Z O U FLOOR WITH POWDER DRIVEN 6" BASE TYPICALO.C. EA. WAY w ui QQ ZZ -EXISTING�� " ' " SLAB MANCHORS AT 4'-0' O.C. AT TOILET ROOMS 4EXISTING CONCRETE SLABBASE TYPICAL AT OFFICE LATERAL BRACING AT 12 -0O.C. rn 3 EA. WAY MAIN RUNNER TO SIRUCTURE I �- U U I 4" BASE TYPICAL BEGIN BRACING WITHIN 6'-0" OF 4 _ _ - V Q L g04 ,�-- PERIMETER AND 2" FROM CROSS I ^ � EXISTING CONCRETE SLAB -'lr------ MEMBER. --� Q V C) o -�-- SECURE ALL HANGERS TO BLDG. p ' It7 _ STRUCTURE. TRAPEZE DUCT WORK �� � Q Ods -- -- AND OTHER LARGE OBSTRUCTIONS. TYP. NON BEARING PART. WALL Q 2 TYPICAL TOILET ROOM WALL Q 3 SUSPENDED CEILING 4 CENTER JOIST AT SHEAR WALL Q s SHEAR WALL SECTION Li A3 3"=1'-0" ! A3 3"=1'-0" N A3 NOTE: ALL CONNECTION DEVICES TO BE OF AN N.T.S. A3 TOP VIEW 1 1/2"=1'-0" q 1 1/2"=1'-0" APPROVED TYPE AND HAVE 100# CAPABILITY (19) T AT 11" = 17'-5' - 2x6FLOOR JOIST ATPLYWOOD SHEATHING PLYWOOD SHEA T HIND O O 1'-4" O.C. AND HOLD JOIST 1/2" ---3/4" -3/4" CLR. FROM CONC. WALL PANEL - $d NAIL AT 6" O.C. ALL EDGES 8d AT 12" D.C. OVER \ 8d AT 6" O.C. 8d AT 6" O.C. O Ld L C ALL INTERIOR SUPPORTS 1 _ — _ R- OR-19 INSULATION - EXISTING CONCERTS PANEL V - - C/) P.T. 4 x 6 LEDGER W/ 6" DIA. MAX. /----EXISTING CONCRETE PANEL 2 x 6 AT 16" O.C. 1/2"0 P.B AT 4'-0" O.C. 44 POST AT 4'-0" O.C. MAX. R-19 INSULATION W/ (2) 1/2"0 M.Q.TO STRINGER - -- --� - O ? �� 1" ._ DO NOT NAIL JOISTS OR 2 x 6 AT 16" O.C. 2x4 RAILS TYP.- / `— �1 I BLOCKING AT CEILING EXISTING CONCERTS PANEL > � BLOCKING TO LEDGER F /— - CLR __ _- —5/8" GYPSUM BOARD W.R. AT 2x6 CAP TYP. -- Q m (� cy) EXISTING LEDGERTOILET ROOM W/ 6d COOLER / I C C - ( OR WALL BOARD NAILS - 2x12 TREAD o L Z F- / AT 4 "O.C. —5/8" GYPSUM BOARD W/ 6d 5/8" PLYWOOD RISERS— / 12X12 AT 1'-4" O.C. O 2 x 4 AT 16" O.C. COOLER OR WALL BOARD 1 1/2"0 WOOD HANDRAILS EA. STUD WALL (2) 2x12 CANTILEVERD I-- NAILS ar 4' O.C. SIDE OF STAIR ON STANLEY o R-11 INSULATION o � i SIMPSON HUC212-3 I _� Lu . , EXISTING CONCRETE SLAB -Q, METAL FURRING f BRACKETS AT EA. COL. RETURN Q z ALL ENDS TYP. 44 W/ SIMPSON 11 J 1 P.7. BOTTOM PLATE —EXISTING CONCRETE SLAB -- PC CAP AND ' DIA. M.B. TYP. AB BASE ZD (2) 1/2" � Aw ��---1/2"' P.B. AT 4'-0" O.C. 5/8" TYPE "X" GYP. BD. TYP. a TYP. AND AT END OF WALL j � 2x12 DF #1 STRINGER W/ o --------SIMPSON OTC CLIP AND - 2x6 NAILED TO EA. SIDE BLOCKING AT 4'-0" O.C. % (ONE SIDE AT EDGE OF NAIL AT CENTER OF SLOT -- STRINGERS) (3) STRINGERS REQ'D EXISTING SOFFIT - 2x4 AT 1'-4" 0/l: CRIPPLE WALL AT MIDSPAN 6 LEDGER / SOUTH WALL '� ,.� N g' W/ 5/8" TYPE "X" GYP. BD. EA. SIDE 'It 6�SHEAR WALL SECTION " s OPTIONAL SHEAR WALL SECTION Q P.T. 2x4 R W/ POWDER DRIVEN A3 1 1/2"=1 -0 A3 1 1/2 =1 -0" A3 1 1 2'=1'-0" / cm ANCHORS AT 1'-0" O.C. PROVIDE SlMP. a34 AT STRINGERS ONLY TY . �-2 X SOLID BLOCKING TO MATCH SUBPURLINS 3/4" PLYWOOD DECK 13A - EXISTING SUB-PURLINS A3 1 1/2' 5 1/i] x 15.0 G.L. BEAM ,,� _j --�,�GLR. — _ , � - — - A3 STAIR ELEVATION SCALE: 1 2"=,'=0' Q R-19 INSULATION TYP. / Q I I ��— ;.� - R 1/2 x 12 x 1 -3 EXISTING PURLIN / \ _BLOCKING W/(4) 3/4"0 P.B. OR BEAM v )\� 3 3/8" MIN. EMBEDMENT cv 1 1 — w (ALT.) v /2 6 3/4 x 24.0 G.L. BEAM 1 I 0 FLOOR JOIST' B/BEAM -- L FRAMING PLAN EE 1 1/2" SLOTTED HOLE -- DOUBLE TOP PLATE 13/16 ;.� W/(2)"5/8"0 M.B. �\ 2" DEEP TOP TRACK a' _-� ;,� + iv i 3/16 r TO BEAM iv _ _ 2 x SEE FAMING PLAN - • • R 1/4" x 6" x 0'-8" METAL STUDS AT 2'-0" O.C. SEE CHART FOR SIZE BEARING WALLS 3-/-16-7' -(� 4" x3" x0'-9" --R-19 BATT INSULATION GYP. BD. TO BOTTOM OF JOISTS -/�/ W/(2) 5/8"0 M.B. AT SHEAR WALL CONDITIONS R 1/2" x 3" x 0'-5 1/4" 3/18 BLOCKING �--BLOCK ING AT CEILING, TYP. + + M �? R 1/4" x 6 3/4" x 1'-2" 6 x 6 DF-L fy2 POST � w SUSPENDED CEILING " EACH END OF G.L. BEAM W/(2) 3/40 M.B. c STUD CHART << �Ir•- aANGELES XHD BASE, TYPICAL m CUT __ SIMPSON C866 COLUMN BASE m - 3.5/ o 8" 20 GA. TO 19'-6" P.T. 2 x W/ POWDER DRIVEN "- 4EXISTING 0 GA. TO 21'-0" ANCHORS AT 32" O.C. SLAB (4) #4 x 2'-9" EACH WAY - A z - - - - 6" 20 GA. TO 29'-0" Ln SUSPENDED - SEE A/E FOR ALTERNATE Q1 / EXISTING SLAB + r (OR� ANGELES SS X CEILING - - 3 /8 25 GA. TO 15'-6" -- -- - (WHERE >_ APPLICABLE) - L 1 1/2^ 9.LL_ 1 1/2" 5/8" GYP. BD. EACH SIDE L_ _J 13A DATE: CD A3 • _ • _ - - _ - - � 20 MAY 1991 r WITH BOTTOM TRACK TO SLAB 12 TYP. INTERIOR BEARING WALL � 13 BEAM/SPANDREL DETAIL Q _ A r: I WITH POWDER DRIVEN J ANCHORS AT 4'-0" O.C. I I CAW A3 A3 1 1/2"=1'-0" 3„ -4 EXISTING SLAB r CLR. - 3'-3" CHECKED BY: ICOLUMN DETAIL REVISIONS:,a rv_'NJYP. SEPARATION WALL .� I I © MACKENZIE/SAITO t ASSOCIATES,P. 1 IM, ALL RIGHTS REVED THESE DRA NGS ARE THE PROPERTY OF ENZE NOT ANO 1 ! BM ((y/0TO OPCIES 0 DIN ANYµMINER•EXCEPT THE PRIOR NRRTEN PERMISSION OF MSA SHEET A3i 01 JOB NO. 111T IVB nr- AS FILED FOR PERMIT 20 MAY 1991 290231 . 18 nce ., _, , / � 1 �IiI�IIIIIIIIIiIII{j1I111I�IlIIIIIIIIIlIlI1�lIIIlI1(iI111II�I�ti11II�lIi1'I�IIIIIIIIII 1111�IIIIIIIIIjII111IIIlIIIII111I1111111III1I111I111III1I11,I111I111�111IfI1I111II111111I11►IIIII111. r.,,_ J � � NOTE: IF THIS MICROFILMED I 2 3 4 5 6 '7 8 9 10 -11 - DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO n# QUALITY OF THE ORIGINAL DRAWING. OE 8Z 92 12 92 SZ ft Ott 21Z It O2 df 8t _t I 91 gl it—C I z 11 01 d 9 [ 9 9 1-. ► 1E- Z IIS ��!fI111lII1IlINIIIuuIun1N11INNI1►IIIIII1h111II1NhtI�1lwlNltuhnuuUhlnlltlll1111IMUI1111I1NtI1f11I1111111II1111tIIIIlIII11I11 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!)IIIIIIIIIIIIIIIIIII)1111IIIUlUIIIIIuhIIlI1111II111I1111IIW111HUlIlI1111�II11WlILUIIIIIIIIIIINIUIIII FEBRUARY 28 19 92