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97-498-007''��. "."..-z"', • , I _ . •,( , .. :: . I is >. - . i , - . .; • I ," . • . �r . `r r .y�. . . ` f 4 ' • - • r. -, • . . , . 4 .. v ; '.. . " , i -, ' P� '.' - _ :r -. -: - ., , 4ti - ' . . -:i: �: t-.. - , . , • . ., .. I�` • ,• .:,: ` , .r: .. ., .. ' ,' r.. ; r' ." - ., �, -• 1, `1/r , , - - , .. -,.. `�'1y, ' . . . , . • ,,,; . 11 .. � . ,... I.. .:y ; I . � i. - 1 ` I 11 - ' I 1�1 � I �, ' . •• ` - , .I I . . . STEEL COLUMN �] • . . (SEE SCHEDULE-_\11 ) . . • BASE PLATE i I . (SEE SCHEDU 1E) I ; I't I . STL. BEAM W /STIFFENER PLS. M ; 3/4" NON- SHRINK it.T .8 • (SEE DTLS) NON- METALIC LEVELLING GROUT. RECES ON FL00 \ SEE DTL ' CAP - PL. (SEE DETAIL) SLAB BASE PL TH +3/4" , I (FIELD BOLTED TO FRAMING BM.) BASE P .DIM 2 "MIN. . TYP. DETAIL FOR RECESSED J COLUMN BASE PLATE . I '� I I .- -_. I 11 ( ' S301 SCALE:1 /2 " =1' -0" ` 1. - , 4 r` I' 1 . " ST5X5 OR ST6X6 • TUBE 'COLUMN . I . . 1" NON- SHRINK . " . . A NON- METALIC LEVELLING GROUT. • � . - A Ll BASE PL. (SEE SCHED. ON THIS SHT.) ' 1 . . ' - �• 4 = HILTI KWIK BOLT II OR APPROVED EQUAL W/ DBL LEVELLING NUTS. • • BASE PL. (SEE SCHED. ON THIS SHT.) [ '. . . CONC. BEAM • • _ , . (SEE 'PLAN) • I I € ' . - 3/16 1 1 /2" 1 - SECTION DETAIL COLUMN S C H E D U L E COLUMN C1 C2 C3 C4 C5 C6 C7 C8 C9 MARK * *T 7/8x4 -Y4x10 RECESS INTO SL. „ 2 -3'8 x4 EMBED. *e Y4x9x10Y2 DETAIL OR ,�', AND STIFF R PL.1 /4 X 3 1/2@ 22 O.C. 4 --Y8" O BOLTS. DETAIL C S2.01 MEZZ. FLOOR I (MAX.) *2 7 /8x1ox10 "O DETAIL H1 I SL. TYP. EA. RISER BENT PLATE. 4 -1/8 BOLTS. ELEV.+ 47' -0" R 1x12x12 4- 1/40x4 -Y4" EMBED. R 7 /ex10x10 DETAIL H1 ` ' _ ; CORR. METAL DECK 1.5 VL19 BY "VULCRAFT" 4 -1/4 O BOLTS. ELEV.+ 45' -0" - * *T Y2 "x8x8 w *e Y2x6x8 4-%"O BOLTS. DETAIL OD (SIM.) C5 T 7 /8x1ox10 4-- Y8Ox4" EMBED. (MAX.) DETAIL H1 (SIM.) BOLTS. C6 * *P Y2x8x8 4- !Y8Ox3" EMBED. w a DETAIL © /S2.04 2 -Va O• BOLTS. cn C7 * *R Y2x8x8 4 -%Ox3" EMBED. e Y2x6x10Y� DETAIL (�) /S2.04 2 -V8" O BOLTS. C$ T 1 Y4x15x15 8- -Y40x4 '4" EMBED. � lY8x16x1' -4" "O DETAIL H3 w ctf 4-Y4 BOLTS. C9 O (� 1 Y4x15Y2x15Y2 8- �aox4�'a EMBED. 18--Y4"O T 1 Y8x10Y�ix1' -3Y2' DETAIL H2 ELEV.+ 40' -6" (MAX.) BOLTS. 1­1 L MAX.) ELEV.+ 38' -6" ) w C Cr { � , �W I :a_ _ � Cfl CO � i �I CD � I' i !� Cfl co I • /x� V J X rx'� �iJ X sx X /x� I Y J X IMF-.. (/ i I I - /�/x� W X /xx V X ELEV.+ 32' -0" I j w V) cC/) � ' � °cn° c°n' I .1. '. : I ELEV.+ 16' -0" ELEV.+ 0' -0" SCHEDULE OF COLUMN BASE AND CAP PLATES COLUMN I BASE EXP. ANCHORS CAP PLATE DETAIL REFERENCE MARK PLATE (HILTI KWIK -BOLT II) & CONN. BOLT 'ON SHT. S301(U.O.N.) C 1 * *T 7/8x4 -Y4x10 RECESS INTO SL. „ 2 -3'8 x4 EMBED. *e Y4x9x10Y2 DETAIL OR ,�', AND STIFF R PL.1 /4 X 3 1/2@ 22 O.C. 4 --Y8" O BOLTS. DETAIL C S2.01 C2 * *R 1x12x12 RECESS INTO 4-- Y8Ox4" EMBED. ' *2 7 /8x1ox10 "O DETAIL H1 I SL. TYP. EA. RISER BENT PLATE. 4 -1/8 BOLTS. C3 R 1x12x12 4- 1/40x4 -Y4" EMBED. R 7 /ex10x10 DETAIL H1 ` ' _ ; CORR. METAL DECK 1.5 VL19 BY "VULCRAFT" 4 -1/4 O BOLTS. C4 - * *T Y2 "x8x8 2 -%Ox3" EMBED. *e Y2x6x8 4-%"O BOLTS. DETAIL OD (SIM.) C5 T 7 /8x1ox10 4-- Y8Ox4" EMBED. 4_�$ � DETAIL H1 (SIM.) BOLTS. C6 * *P Y2x8x8 4- !Y8Ox3" EMBED. R Y2x6xlOY2 DETAIL © /S2.04 2 -Va O• BOLTS. C7 * *R Y2x8x8 4 -%Ox3" EMBED. e Y2x6x10Y� DETAIL (�) /S2.04 2 -V8" O BOLTS. C$ T 1 Y4x15x15 8- -Y40x4 '4" EMBED. � lY8x16x1' -4" "O DETAIL H3 4-Y4 BOLTS. C9 O (� 1 Y4x15Y2x15Y2 8- �aox4�'a EMBED. 18--Y4"O T 1 Y8x10Y�ix1' -3Y2' DETAIL H2 BOLTS. A S ,SCALE:1 /2 " =1' -0" - S301 SCALE:1 /2 " =1' -0" NOTES: r-, - - , 1.- PROVIDE DOUBLE LEVELING NUTS AND WASHERS • FOR ALL EXPANSION ANCHORS. . ' , • . - 2.- PROVIDE MIN.3 /4" THK NON- SHRINK 1. -- NON- METALIC GROUT BETWEEN BASE PLATE • AND CONCRETE SUPPORT, UNLESS OTHERWISE . SHOWN ON ANOTHER DETAIL. • . . 3.- BASE PLATE MARKED WITH ( * *) SHALL BE - - . .. RECESSED INTO THE FLOOR SLAB. . .: SEE TYPICAL DETAIL ON THIS SHEET. . .. . STIFF'R I� �6 . . • (BOTH ,SIDES) SEE FRAMING PLAN. _ .. 1. GENERAL NOTES A. UNLESS SHOWN OR NOTED OTHERWISE ON THE DRAWINGS OR IN THE - SPECIFICATIONS. THE FOLLOWING NOTES SHALL APPLY TO MATERIALS LISTED HERINAFTER FOR USE • IN THIS PROJECT. B. ALL ELEVATIONS ARE REFERENCED TO 0' -0 "= ELEV. +32' -0 "(3RD FLOOR LEVEL.) 2. DESIGN CRITERIA A. GENERAL DESIGN LIVE LOAD AUDITORIUM FLOOR LOAD ------------- - - - - -- 75 PSF - PROJECTION MEZZANINE AREAS---------- - - - - -- 100 PSF CORRIDORS ---------------------- - - - - -- 100 PSF MECHANICAL AND ELECTRICAL, AREAS ------ - - - - -- 150 PSF STORAGE ----------------------- - - - - -- 125 PSF OFFICE AREAS -------------------- - - - - -- 50 PSF B. SUPERIMPOSED DEAD LOAD PARTITIONS ------------------------- - - - -20 PSF MISC----------------------------- - - - -10 PSF REFER TO STRUCTURAL PLANS FOR ADDITIONAL CONCENTRATED DEAD LOADS. C. WIND LOAD IN ACCORDANCE WITH THE 1994 SOUTH FLORIDA BUILDING CODE AND ANSI /ASCE 7 -93 STANDARD " MINIMUM DESIGN LOADS FOR BUILDINGS AND STRUCTURES. BASIC WIND SPEED V = 110 MPH BUILDING LOCATION - -- HURRICANE OCEAN LINE BUILDING CLASSIFICATION - - -- I IMPORTANCE FACTOR I = 1.05 EXPOSURE CATEGORY - - - - - -- C 3. CONCRETE: A. COMPRESSIVE STRENGTH OF NORMAL WEIGHT CONCRETE AT 28 DAYS: BEAMS (U.N.0) ----------------------- --- 50000 P.S.I. COLUMNS ----------------------- - - - - -- 5,000 P.S.I. ELEVATED SLABS ------------------- - - - - -- 4,000 P.S.I. - , ALL OTHER CONCRETE --------------- - - - - -- 3,000 P.S.I. B) COMPRESSIVE STRENGTH OF LIGHTWEIGHT CONCRETE AT 28 DAYS: RISER DECK----------------------- - - - - -- 4,000 PSI C) MAXIMUM SLUMP (U.O.N.): 4"+ 1" D) TESTS: A MINIMUM OF FIVE CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS. OR PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM /C -39, ONE AT THREE DAYS, .ONE AT 7 DAYS AND THREE AT 28 DAYS. NOTE: IF ONE OR BOTH OF THE FIRST TWO CYLINDERS TESTED AT 28 DAYS FAILS TO MEET SPECIFIED STRENGTH, HOLD THE THIRD ONE AND NOTIFY OUR OFFICE. E) COVER: BEAMS AND COLUMNS---- - - - - -- --------------------- 1-1/2- SLABS AND WALLS----------------------------- - -3/4" 4. REINFORCING STEEL: A) REINFORCING BARS MUST CONFORM WITH ASTM A -615, GRADE 60. B) WELDED WIRE FABRIC MUST CONFORM WITH ASTM A -185 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 3' -0" MAXIMUM ON CENTER. C) FABRICATION AND DETAILING ACCORDING TO ACI -315. . - D) ALL ACCESSORIES TO HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION. 5. RISER BENT PLATE AND ASSEMBLY: A) ALL RISER BENT PLATES AND ACCESSORIES SHALL BE DESIGNED, FABRICATED AND ERECTED AS PER THE SOUTH FLORIDA BUILDING CODE AND AISC SPECIFICATIONS AND MANUAL OF STEEL CONSTRUCTION (ASD) NINTH EDITION. SUBMIT STRUCTURAL SUBMISSIONS FOR OUR . REVIEW AS AN INDICATION THAT OUR INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAS BEEN USED. STRUCTURAL SUBMITTALS SHALL INCLUDE COMPONENT DETAILS AND CONNECTIONS, CALCULATIONS, AND FABRICATION AND ERECTION DRAWINGS. ALL SUBMITTALS SHALL HAVE IMPRESSED SEAL AND SIGNATURE OF THE SPECIALTY ENGINEER WITH FLORIDA REGISTRATION. THE STEEL FABRICATOR MUST BE RESPONSIBLE FOR THE INSTALLATION OF THE RISER BENT PLATE ASSEMBLIES AND MUST ALSO HAVE MINIMUM OF FIVE YEARS OF LOCAL EXPERIENCE IN THE FABRICATION AND INSTALLATION OF SAID MEMBERS. B) ALL RISER BENT PLATES SHALL BE . r CONCRETE COLUMN. DESIGNED FOR A SUPERIMPOSED LOAD AS SHOWN ABOVE. .. , . TYP. TYP. }- ' • 1/4 - JL 31/zx3l/2 AS REQUIRED 1. .• . WITH MIN. V80 - . . - ( IE 3/8x61/2x61/2 A 325 BOLTS. . 4 -1/40 BOLTS.(U.O.N.) W/ 4 - -V80 A -325 BOLTS. 1/4 C A P TUBE GOL.(SEE PLAN) I I BY SEAT e ♦ = (SEELFRAM FRAMING PLAN) CAP fl? SCHEDULE MFR. =N e ♦ `� . .1 . . Lj_ DETAILOH - �4x9x101/2 WIDE: - DETAIL H1 - R 7/sx10x10 1 '4'1 SAT FRAME EMBED R Y2x12x12 (MIN.) (SUPPLIED BY SEAT MFR.) W MIN. 4-- V8 "Dx5" LONG F , _. DETAIL H@ - T 1 V8x101/2x10 -31/29 s�i� W LDED HEADED STUDS. • W/8 BOLTS FOR COL. C9 SEAT FRAME TO BE / (( ) NOTE: NOTE: • ; , & STIFF'R IRV8(BOTH SIDES) DESIGNED AND SUPP' (FOR W30 &LARGER) FOR FLOOR MOUNTED S ATS USE SAME CONNECTION SHALL BE DE IGNED BY SEAT MANUFACTI - - 3 BASE PLATE „WITH „4 -5%F8� x2 3/4' MIN. FOR A MINIMUM OF 50% OF THE , DETAIL H3 R 1 /sx16x16 EMBEDMENT HILTI KBII EXPANSION ANCHORS. SHEAR CAPACITY OF THE STEEL . . FOR EA. BEA�4/N[�,4� 0 BOLTS ,­ l BEAM SECTION. .. .". , ' H3 H2' ' H1 H BEAM TO COL.CONN. DETAIL i DETAIL K �CONN- DETAIL , L DETAIL ..' , . •.. . . 5301 S301 S301 S301 SCALE:3 /4" =1' -0" ` ' ,, S301 SCALE:3 /4 " =1' -0" S30 i SCALE:3 /4 " =1' -0" S301 SCALE:3 /4 " =1' -0" _ .. • ' COPE LANGE W18x76 F 1/2" AS RE UIRED. RISER BENT PL. 1/4"X 1' -4 1/2" W/4" WIDE FLANGES . . .'' . . ,�', AND STIFF R PL.1 /4 X 3 1/2@ 22 O.C. - : " STIFF'R IE 1/4 STEEL TRINGER / z (AT EA. SEAT LOCATION). .'. . .. (BOTH SIDES) SEE FRAMING PLAN. I - ,- ,, , Ap / - � - TYP. EA. RISER BENT PLATE. ' . .. . -. 7 , - . - - . . a �nA- -a 3 1/2" THK.(TOTAL) LIGHTWEIGHT CONC.ON GALV. . , ` ' _ ; CORR. METAL DECK 1.5 VL19 BY "VULCRAFT" . _ TYP. , 1/4 5 .� - . - Q 0 t OR APPROVED EQUAL. / JOINT. 8- eo ,.BOLTS (SPLICE "A") yI -4,,, w (�� - rt ( \ W3OX148 .1t __ •t. fir: r,,� , i - r;• w, T) •i , - - , 1 , 1 ' ',1 1 h -, , )' C) THE SPECIALTY ENGINEER RESPONSIBLE ,FOR THE : STR►:JCT IRAL-, PE$)aN I, .. , - OF THE RISER BENT PLATE. ASSEMBLIES SHALL .. ALSO BE RESPONSIBLE FOR THE FABRICATION OF THOSE STRUCTU'' , 21/ ELEMENTS AND THE PREPARATION OF SHOP DRAWIMC-S,SHORING 4D . ._ ; ERECTION DRAWINGS. - , THE SAME SPECIALTY ENGINEER SHALL SEE THAT THE ERECTION OF THE RISERS, THE -DECKING AND FORMWORK ,IS INSTALLED', • - . - AND ERECTED AS REQUIRED TO MAKE, THE SYSTEM WORK °IN ACCORDANCE WITH HIS DESIGN. _ . - . PRIOR TO THE RISER CONCRETE DECK BEING, POURED ON THE SITE THE - SPECIALTY - - ENGINEER SHALL FURNISH THE GENERAL CONTRACTOR AND', THE ENGINEER'. . OF RECORD WITH A SEALED LETTER ATTESTING TO' THE FACT THAT HE' HAS • . INSPECTED THE SHORING AND FOUND IT TO MEET HIS REQUIREMENTS 'AS . SHOWN IN THE SHORING DRAWING. .. - 6. STRUCTURAL STEEL:(INCLUDING RISER BENT PLATE ASSEMBLIES): . . A) SHALL CONFORM TO ASTM A -36. `STEEL TUBE COLUMNS, SHALL CONFORM.' TO ASTM A -500, GRADE . B.STEEL. PIPE COLUMNS SHALL - CONFORM - TO . ASTM -501 OR ASTM -A53, TYPE "E" OR "Sr, GRADE B..: ... " B) BOLTS SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL JOINTS - ' • : USING ASTM A -325. , • , . . C) ALL EXPOSED STEEL MEMBERS (INCLUDING INSERTS AND • " . . CONNECTORS) TO BE HOT- DIPPED GALVANIZED. ALL OTHERS TO . HAVE A MINIMUM 1.5 MIL OF RUST - INHIBITING. PAINT. • TOUCH -UP AS REQUIRED AFTER ERECTION. • D) FABRICATION AND ERECTION SHALL BE -ACCORDING TO THE LATEST AISC SPECIFICATIONS. , ' I . E) ALL WELDING TO BE PERFORMED BS IN' , . COMPLIANCE WITH AWS D- 1.1 -77. ELECTRODES TO COMPLY. . • WITH ASTM A -233 OR A -316 STORED AS PER AWS REQUIREMENTS. • F) CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL •BY ENGINEER OF RECORD SHOP DRAWINGS - COMPLETE WITH CONNECTION DETAILS . INCLUDING SIGNED AND SEALED COMPUTATIONS BY A FLORIDA REGISTERED STRUCTURAL ENGINEER PRIOR TO STEEL FABRICATION. ; - ' 7. APPROVALS: . A) SUBMIT SHOP DRAWINGS FOR ITEMS 3 THRU 6 ABOVE. SUBMIT . • ONE PRINT AND ONE SEPIA OF EACH. CONTRACTOR WILL ISSUE , • ' . PRINTS AS REQUIRED. ALL SHOP DRAWINGS, PRIOR TO BEING SUBMITTED TO OUR OFFICE, MUST BE STAMPED BY BOTH THE ARCHITECT AND THE G.C. AS EVIDENCE OF THEIR PREVIOUS REVIEW., UNAUTHORIZED DUPLICATION-,OF OUR PLANS TO BE ' PRESENTED AS PART OF THE SUBMITTAL, IS STRICTLY . . • FORBIDDEN. . • B) SUBMIT LABORATORY REPORTS FOR ITEM 3. -' ' 11 I 8. COORDINATION: . COORDINATE ALL DIMENSIONS, ELEVATIONS,- OPENINGS. AND . ' DETAILS WITH ARCHITECTURAL, ELECTRICAL AND- MECHANICAL • .. • DRAWINGS. REPORT ANY CONFLICTS OR DISCREPANCIES TO OUR - ° . OFFICE. IN CASE OF CONFLICTS OR DISCREPANCIES, - 4 - CONTRACTOR MUST ASSUME COSTLIER SOLUTION DURING BIDDING 1_' - UNLESS CLARIFICATION IS OBTAINED IN WRITING FROM THE ' • ARCHITECT. , 9. SHORING, RE- SHORING AND SAFETY PRACTICES: • ALL SHORING AND RE- SHORING IS-'TO BE DESIGNED AND ' SPECIFIED BY A FLORIDA REGISTERED ENGINEER WHO SPECIALIZES IN FORMWORK DESIGN AND WHO HAS BEEN HIRED BY THE GENERAL CONTRACTOR. SHORING ENGINEER SHALL SUPERVISE ALL SHORING AND RE- SHORING INSTALLATIONS AND • SHALL CERTIFY TO.OUR OFFICE THEIR ADEQUACY PRIOR . TO ANY POUR, OR INSTALLATION. . OUR OFFICE DOES NOT POSSESS, NOR PRESUMES TO POSSESS, ANY KNOWLEDGE OR EXPERTISE IN. MATTERS RELATING TO :JOB . SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A . - CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA ' ' :.. AND LABOR LAWS IS THE ABSOLUTE • RESPONSIBILITY OF THE . GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TO . ADDRESS THEM. - , . , Z JOINT. 1Y2'; 3 "2_Y2L�_Y2'llY2" ,'sx61/2x61/2 + 4_ I 10 - -Y4" BOLTS EA. SID F JOINT '- ♦- I --. -` *_ ♦ I -• - +- „ - • , , ' • SEE FRAMING PLAN. .' �. . 1YV" 2 "1Y2 " 8 -3/a0 BOLTS (SPLICE B) . 1 - SEE, FRAMING "PLAN . ' 10 -1/40 BOLTS (SPLICE "C ") " . . /SEE FRAMING PLAN. CAP fE ROWS ,� BOLT . 1 1 . �I l I . � . .� . I � . " I I .. . � . . I I . . 7\I . I I I - • : • , . , . 1 DETAIL E ) I 61 v .. CAP fE /2x8x10 I I /4 4 ROWS -V8O BOLTS ', - I 4 -�s� BOLTS. 4 -�a� BOLTS. I I (DETAIL "E1 ") . I =M . 1/4 TS 4x4 TUBE COL. - . - I- ® (BEYOND) • . ' . .T . \ ) . - . . 2 V -1/4x8x1 - - NOTE: - - CONNECTION BETWEEN METAL DECK AND STEEL BEAM SHALL BE DESIGNED . r I­ A. - AND DETAILED BY STEEL FABRICATOR. I I B SPLICE "A", "B" AND "C" DETAIL D END COLUMN TO BEAM DETAIL - E1 E BEAM CON N. DETAIL : _: S301. , SCALE:3 /4 " =1' -0" S301 SCALE:3 /4 " =1' -0" ' S301 S301 SCALE:3 /4 " =1' -0" . - t . , 2 T 1/2x15x1' -2 W3OX 14, M SPLICE "D" DETAIL- S301 i SCALE:I 1/2 " =1' -0" • COPE FLANGE AS REQUIRED. \ 11 /. I - . SEE FRAMING PLAN r - r= 3 ROWS 5/80 BOLTS W/ _L 31/2x31/2xY4 " C F ONNECTION DETAIL 5301 SCALE:3 /4 " =1' -0" COPE - FLANGE SEE FRAMING PLAN. . AS REQUIRED. ' i SEE FRAMING PLAN. . IN- - ,-- � . . . . \_4 ROWS !YaO BOLTS - � , W/ JL -- 3Y2x31/2xi/4 .. c CONNECTION - DETA S301 SCALE:3 /4 "=1' -0" - • . - . -_ SrI 't � . ,AL 4 %0 , - . , ,. - ,, I- r. ., .A J: � - ,�..Ut f`. : n ;_: 1. I I ,• . �.; -0,I, , - �1. ., . EUGENIO W. �AMI'IAft .t > FL. 'ENG. CIVIL /STRUf�. ' • FL• . REG. NO. 19673; y �- '> :r -- I +-� le � . . 1 -, • '. . / ;.�._ < �;' �' : Gould' jI, !: . ' _. ' 1,x, 1• • _ �. • :i, �� �1'1 ­1 _.,-�,:­ I ?.•1. 1-1 �.._ 41 I -1 . ry r; - -,.. - .'' " . I � . _ I , I I''., ,.I,. 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' - . ­1 1. • � -, . _ Z , : -. 1. . - .;, • • W " •' Z ' . _ •f ®� :' �; . - . ; 4, , , , � r0 . I. :; �, •. �+ , 101-1 `" ' " W :._ ; �E` - , . � r. , °I . :. , ' rr 'IT'�r•• : • r :. ;. • ., - ,,; - . .. a. j,, y .,. i -, -Y ,. 1 , , , �'-- --� ,j . it"S, { 1; • + '.', "• I;: l fir -I=-4. • 'I•• J r ,.. . • .. , - . , • I n` . :, -,. I!.,•:) • i' i�-, - -- ` ,*." • . ', =: .11 '. IN' I . . I , , " " • K pro : : -, :: �, .. , � :, _r ` I�. > r • t F{ . Date • f . , ; I. • MARCH z4 1997 , i • I - , . t ;;: ; -;,:t ;i : - . , Dram CAD: t Ap.Chxked RD� - - . 1. = ',, Protect %9G01 Date : NOYf�R 2t Fm . • • -- .. .1 .� .. ' ; ' - . '. ', 1 11 • i. - `- ., '. - - - : _ - . ; :�. �;. : -�' - i . ' :.r �'�•• "' - y^ - I .'.� ­ � . . �• y: - - - , 1 j-