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N <br />Z <br />0 <br />Q0 <br />0 <br />T_ <br />ml <br />N <br />N <br />O <br />N <br />C. MATERIALS: <br />1. <br />CLEAR TEMPERED GLASS - INTERIOR: <br />a. THICKNESS: Y4" SINGLE GLAZE; AND, 1" DOUBLE GLAZE, TINTED ASTM <br />C1048-85, KIND HT, TYPE I, CLASS 1, QUALITY q3, CONDITION A, B <br />OR C FOR FINAL USE. <br />b. SGCC CERTIFICATION LABEL OR BUG, LOCATED IN LOWER RIGHT HAND <br />CORNER OF PARALLEL TO FLOOR IN INCONSPICUOUS LOCATION. <br />2. <br />Y4" WIRE GLASS: <br />a. DIAMOND OR MISCO MESH, ASTM C1036-85, TUPE II, CLASS 1, FORM <br />1, QUALITY q8, MESH ML, ANSI Z97.1 1984. <br />b. UL LISTED AS FIRE RETARDANT. <br />3. <br />THERMAL INSULATING UNITS: <br />a. TEMPERED UNITS W/ THERMAL BARRIER: <br />(1) INBOARD LITE: 1/4", CLEAR TEMPERED GLASS. <br />(2) OUTBOARD LITE: Y4" TINTED, TEMPERED GLASS. <br />(3) TOTAL UNIT THICKNESS: 1- <br />(4) TINT WILL BE MFR'S STANDARD BRONZE WHEN BRONZE STOREFRONT IS PRESENT <br />OR GREY WHEN CLEAR STOREFRONT IS PRESENT. <br />(5) NO TINT TO BE USED ON UNITS IN FRONT OF LIGHTED SIGNAGE. <br />b. SPACER: METAL COMPLETE WITH DESICCANT; SIZE TO <br />PRODUCE INDICATED AIR SPACE. <br />c. PRIMER SEAL: POLYISOBUTYLENE; CONTINUOUSLY APPLIED <br />EACH SIDE OF SPACER TO BOND SPACER TO EACH LITE. <br />d. SECONDARY SEAL: SILICONE, SIMILAR TO GE SILICONE SCS <br />3211, SILICONE CONSTRUCTION SEALANT. BONDS TO BOTH <br />METAL SPACER & GLASS LITE TO FORM A 3-SIDE BOND. <br />4. <br />ASSEMBLED UNIT PERFORMANCE VALUES: <br />a. CLEAR AND TINTED UNITS: <br />(1) DAYLIGHT TRANSMITTANCE: 40% <br />(2) U-VALUE: <br />(a.) WINTER, NIGHT - 0.48 <br />(b.) SUMMER, DAY - 0.58 <br />(c) SHADING COEFFICIENT - 0.58 <br />(3) COMPLY WITH ASTM E774. <br />5. <br />ACCESSORIES: <br />a. SETTING BLOCKS: NEOPRENE, 70-90 <br />DUROMETER HARDNESS, ASTM D1056-78. <br />b. GLAZING SEALANT: DOW CHEMICAL - NO. <br />999 SILICONE RUBBER SEALANT., <br />GE - SILICONE CONST. SEALANT 1200., <br />TREMCO, INC. PROGLAZE. <br />PREFORMED BUTYL OR BUTYLISOBUTYLLENE <br />TAPE, 100% SOLIDS, COLOR TO MATCH GLASS TINT. <br />POLYVINYL CHLORIDE FOAM TAPE - CLOSED <br />CELL, SELF-ADHESIVE TAPE, ASTM D1667-76 <br />DIVISION NO. 9 FINISHES: <br />009260 GYPSUM <br />BOARD SYSTEM: <br />A. MATERIALS: <br />1, <br />FIRE RESISTANT/RATED GYPSUM BOARD: <br />a. ASTM C636-85 <br />b. FED SPEC SS-L-30D <br />C. TYPE III, GRADE X. CLASS 1, FORM C, <br />d. %" THICKNESS, TAPERED EDGES. <br />2. <br />MOISTURE & MOLD RESISTANT GYPSUM BOARD: <br />a. ASTM C1396 (SECTION 5), ASTM C630, ASTM D3273, & ASTM C473 <br />b. FED SPEC. SS-L-30D <br />C. TYPE VII, GRADE W OR X, CLASS 2, 96" THICKNESS <br />d. REGULAR AND/OR FIRE RESISTANT GYPSUM BOARD. <br />3. <br />CEMENTITIOUS BACKER UNITS: <br />a. ANSI A108.1 1, A118.9 <br />b. ASTM C1325, E136 <br />C. %" FIBER MAT REINFORCED SHEATHING <br />d. 516" UNDERLAYMENT <br />e. USGS DUROCK OR APPROVED EQUAL. <br />4. <br />MANUFACTURERS: <br />a. DOMTAR GYPSUM <br />b. GEORGIA PACIFIC CORP. <br />C. GOLD BOND/NATIONAL GYPSUM CO. <br />d. U.S. GYPSUM. <br />5. <br />CONTROL JOINT <br />a. ASTM C 1047 <br />b. ASTM C 840 <br />C. E-Z STRIP EXPANSION JOINT OR APPROVED EQUAL. <br />d. MAX. OF 30' BETWEEN CONTROL JOINTS. <br />e. LOCATE ABOVE IN LINE W/DOOR JAMB WHEN POSSIBLE <br />DIVISION NO. 9 FINISHES: <br />,d�Z16114ilrl111% <br />A. STANDARDS: <br />1. ANSI - SPECS <br />2. TCA - HANDBOOK <br />B. MATERIALS <br />1. PRE -SELECTED BY OWNER <br />2. DAL TILE - PORCELAIN PATTERN AS INDICATED IN <br />INTERIOR COLOR SCHEDULE <br />DIVISION NO. 9 FINISHES: <br />009510 ACOUSTICAL CEILINGS: <br />A. MATERIALS <br />1. PRE -SELECTED BY OWNER - REFER TO THE INTERIOR COLOR <br />SCHEDULE <br />a. 2'x2'X5/8" CORTEGA REVEAL EDGE 704 PATTERN, MEDIUM TEXUTRE, <br />W/ SQUARE EDGE LAY -IN TILES, IN 15/16" PRELUDE EXPOSED TEE <br />ANGLED TEGULAR SYSTEM NO. 556 -WHITE. <br />2. ARMSTRONG WORLD INDUSTRIES, INC. (NO SUBSTITUTIONS UNLESS PRE <br />APPROVED THRU SUBMITTAL PROCESS). <br />B. EXPOSED GRID METAL SUSPENSION SYSTEMS: <br />1. '916" x 1 YZ" HIGH (MAIN TEE HT.) EXPOSED GRID, FACTORY PAINTED <br />WHITE. <br />2. EDGE MOLD: MINIMUM 0.020" THICKNESS STEEL, CHANNEL OR ANGLE <br />SHAPED WITH MINIMUM -Y4" FLANGE WIDTH, HEMMED EDGE, FACTORY <br />PAINTED WHITE. <br />3. 12 GAUGE HANGER WIRE SPACED A MAX. OF 4' O.C. AND NO MORE <br />THEN 1:6 OUT OF PLUMB WITH WIRE LOOPS TIGHTLY FORMED AND <br />SECURED WITH A MINIMUM OF 3 TURNS WITHIN 3" OF CONNECTION. <br />4. SEISMIC ZONE A & B INSTALLATION PER CISCA 0 & 1, ASTM C636 <br />AND MANUFACTURES RECOMMENDATIONS. <br />5. ZONE C, PER CISCA 2, ASTM E580, AND MANUFACTURES <br />RECOMMENDATIONS. <br />6. ZONE D, E, & F PER CISCA ZONE 3 & 4, ASTM E580 AND <br />MANUFACTURES RECOMMENDATIONS. <br />C. ACOUSTICAL SEALANT: <br />1. PECORA CORP: BA-98 <br />2. TREMCO, INC. - ACOUSTICAL SEALANT <br />3. GE - SILICONE. <br />4. NON -HARDENING, NON -SKINNING, SYNTHETIC RUBBER. <br />DIVISION NO. 9 FINISHES: <br />009650 RESILIENT FLOORING: <br />A. MATERIALS <br />1. PRE -SELECTED BY OWNER - REFER TO THE INTERIOR COLOR <br />SCHEDULE. <br />B. MOISTURE TESTING - PERFORM TESTS RECOMMENDED BY MANUFACTURER AND <br />AS FOLLOWS: <br />1. PERFORM ANHYDROUS CALCIUM CHLORIDE TEST ASTM F 1869-98. <br />APPLICATION WILL PROCEED ONLY WHEN THE VAPOR/MOISTURE EMISSION <br />RATES FROM THE SLAB IS LESS THAN AND NOT HIGHER THAN 20 LBS/1,000 <br />SF/24 HRS. <br />2. PERFORM RELATIVE HUMIDITY TEST USING IS SITU PROBES, ASTM F 2170. <br />PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE A MAXIMUM 99% <br />RELATIVE HUMIDITY LEVEL MEASUREMENT. <br />3. IF THE VAPOR DRIVE EXCEEDS 99% RELATIVE HUMIDITY OR 20 LBS/1,000 <br />SF/24 HRS THEN THE OWNER AND/OR ENGINEER SHALL BE NOTIFIED AND <br />ADVISED OF ADDITIONAL COST FOR THE POSSIBLE INSTALLATION OF A VAPOR <br />MITIGATION SYSTEM THAT HAS BEEN APPROVED BY THE MANUFACTURER OR <br />OTHER MEANS TO LOWER THE VALUE TO THE ACCEPTABLE LIMIT. <br />D. PREPARATION <br />1. SHOT BLAST ALL SURFACES TO RECEIVE FLOORING SYSTEM WITH A MOBILE <br />STEEL SHOT, DUST RECYCLING MACHINE (BLASTRAC OR EQUAL). ALL SURFACE <br />AND EMBEDDED ACCUMULATIONS OF PAINT, TOPPINGS HARDENED CONCRETE <br />LAYERS, LAITANCE, POWER TROWEL FINISHES AND OTHER SIMILAR SURFACE <br />CHARACTERISTICS SHALL BE COMPLETELY REMOVED LEAVING A BARE CONCRETE <br />SURFACE HAVING A MINIMUM PROFILE OF CSP 4-5 AS DESCRIBED BY THE <br />INTERNATIONAL CONCRETE REPAIR INSTITUTE. <br />2. FLOOR AREAS INACCESSIBLE TO THE MOBILE BLAST MACHINES SHALL BE <br />MECHANICALLY ABRADED TO THE SAME DEGREE OF CLEANLINESS, SOUNDNESS <br />AND PROFILE USING DIAMOND GRINDERS, NEEDLE GUNS, BUSH HAMMERS, OR <br />OTHER SUITABLE EQUIPMENT. <br />3. WHERE THE PERIMETER OF THE SUBSTRATE TO BE COATED IS NOT ADJACENT <br />TO A WALL OR CURB, A MINIMUM 1/4 INCH KEY CUT SHALL BE MADE TO <br />PROPERLY SEAT THE SYSTEM, PROVIDING A SMOOTH TRANSITION BETWEEN <br />AREAS. THE DETAIL CUT SHALL ALSO APPLY TO DRAIN PERIMETERS AND <br />EXPANSION JOINT EDGES. <br />4. CRACKS AND JOINTS (NON-MOVING) GREATER THAN 1 /8 INCH WIDE ARE TO <br />BE CHISELED OR CHIPPED -OUT AND REPAIRED PER MANUFACTURER'S <br />RECOMMENDATIONS. <br />5. AT SPALLED OR WORN AREAS, MECHANICALLY REMOVE LOOSE OR DELAMINATED <br />CONCRETE TO A SOUND CONCRETE AND PATCH PER MANUFACTURES <br />RECOMMENDATIONS. <br />DIVISION NO, 9 FINISHES: <br />009670 FLUID -APPLIED FLOORING: <br />A. MATERIALS <br />1. PRE -SELECTED BY OWNER - REFER TO THE INTERIOR COLOR <br />SCHEDULE. <br />2. GENERAL POLYMERS OR APPROVED EQUAL. <br />B. STANDARDS <br />1. ASTM <br />2. ACI <br />C. MOISTURE TESTING - PERFORM TESTS RECOMMENDED BY MANUFACTURER <br />AND AS FOLLOWS: <br />1. PERFORM ANHYDROUS CALCIUM CHLORIDE TEST ASTM F 1869-98. <br />APPLICATION WILL PROCEED ONLY WHEN THE VAPOR/MOISTURE EMISSION <br />RATES FROM THE SLAB IS LESS THAN AND NOT HIGHER THAN 20 LBS/1,000 <br />SF/24 HRS. <br />2. PERFORM RELATIVE HUMIDITY TEST USING IS SITU PROBES, ASTM F 2170. <br />PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE A MAXIMUM 99% <br />RELATIVE HUMIDITY LEVEL MEASUREMENT. <br />3. IF THE VAPOR DRIVE EXCEEDS 99% RELATIVE HUMIDITY OR 20 LBS/1,000 <br />SF/24 HRS THEN THE OWNER AND/OR ENGINEER SHALL BE NOTIFIED AND <br />ADVISED OF ADDITIONAL COST FOR THE POSSIBLE INSTALLATION OF A VAPOR <br />MITIGATION SYSTEM THAT HAS BEEN APPROVED BY THE MANUFACTURER OR <br />OTHER MEANS TO LOWER THE VALUE TO THE ACCEPTABLE LIMIT. <br />D. PREPARATION <br />1. SHOT BLAST ALL SURFACES TO RECEIVE FLOORING SYSTEM WITH A MOBILE <br />STEEL SHOT, DUST RECYCLING MACHINE (BLASTRAC OR EQUAL). ALL SURFACE <br />AND EMBEDDED ACCUMULATIONS OF PAINT, TOPPINGS HARDENED CONCRETE <br />LAYERS, LAITANCE, POWER TROWEL FINISHES AND OTHER SIMILAR SURFACE <br />CHARACTERISTICS SHALL BE COMPLETELY REMOVED LEAVING A BARE CONCRETE <br />SURFACE HAVING A MINIMUM PROFILE OF CSP 4-5 AS DESCRIBED BY THE <br />INTERNATIONAL CONCRETE REPAIR INSTITUTE. <br />2. FLOOR AREAS INACCESSIBLE TO THE MOBILE BLAST MACHINES SHALL BE <br />MECHANICALLY ABRADED TO THE SAME DEGREE OF CLEANLINESS, SOUNDNESS <br />AND PROFILE USING DIAMOND GRINDERS, NEEDLE GUNS, BUSH HAMMERS, OR <br />OTHER SUITABLE EQUIPMENT. <br />3. WHERE THE PERIMETER OF THE SUBSTRATE TO BE COATED IS NOT ADJACENT <br />TO A WALL OR CURB, A MINIMUM 1/4 INCH KEY CUT SHALL BE MADE TO <br />PROPERLY SEAT THE SYSTEM, PROVIDING A SMOOTH TRANSITION BETWEEN <br />AREAS. THE DETAIL CUT SHALL ALSO APPLY TO DRAIN PERIMETERS AND <br />EXPANSION JOINT EDGES. <br />4. CRACKS AND JOINTS (NON-MOVING) GREATER THAN 1/8 INCH WIDE ARE TO <br />BE CHISELED OR CHIPPED -OUT AND REPAIRED PER MANUFACTURER'S <br />RECOMMENDATIONS. <br />5. AT SPALLED OR WORN AREAS, MECHANICALLY REMOVE LOOSE OR DELAMINATED <br />CONCRETE TO A SOUND CONCRETE AND PATCH PER MANUFACTURES <br />RECOMMENDATIONS. <br />DIVISION NO. 9 FINISHES: <br />009680 CARPET: <br />A. STANDARDS: <br />1. ASTM <br />2. NFPA <br />B. MATERIALS <br />1. PRE -SELECTED BY OWNER <br />2. PATTERNS AS INDICATED IN INTERIOR COLOR SCHEDULE <br />3. MINIMUM 26 OZ. MATERIAL <br />4. STATIC DECAY TEST SPECIFICATIONS: NFPA 56 A, METHOD 4046 OF THE <br />FEDERAL TEST STANDARD 101 B. <br />5. DOC FF-1 "PILL TEST" (CPSC 16 CFR PART 1630) <br />DIVISION NO. 9 FIN <br />009900 PAINTING: <br />A. STANDARDS: <br />1. ASTM <br />2. NFPA <br />B. MATERIALS <br />1. PRE -SELECTED BY OWNER <br />2. PAINT MANUFACTURERS & COLOR SELECTION <br />AS INDICATED ON INTERIOR COLOR SCHEDULE <br />C. SCHEDULE: <br />1. EXTERIOR <br />a. WOOD AND PLYWOOD: PRIME COAT & 2 GLOSS <br />FINISH COATS OF HOUSE PAINT, W/EACH COAT <br />01.5 MILS DFT. <br />b. FERROUS & MISCELLANEOUS METALS: METAL PRIMER <br />® 3 MILS DFT & TWO COATS INDUSTRIAL ENAMEL <br />B54 SERIES 0 2.0 MILS DFT EACH. <br />c. GALVANIZED METAL: ACRYLIC PRIMER & TWO COATS <br />EXTERIOR FLAT LATEX PAINT® 1.4 MILS DFT, EACH. <br />2. INTERIOR: <br />a. PAINTED WOOD AND PLYWOOD: ONE COAT OF ALKYD <br />ENAMEL UNDERCOATER 0 2.0 MILS DFT AND TWO <br />COATS OF OF ALKYD EGG SHELL ENAMEL ® 2.0 MILS DFT. <br />b. OPEN GRAINED WOOD AND PLYWOOD STAIN AND VARNISH: <br />ONE COAT OF INTERIOR WOOD STAIN AND TWO COATS OF <br />OIL BASE GLOSS VARNISH. <br />c. GYPSUM BOARD - EGG SHELL FINISH: <br />ONE COAT OF PRIMER AND SEALER ® 1.4 MILS DFT AND TWO <br />COATS OF LATEX EGG SHELL PAINT ® 1.4 MILS DFT. <br />d. FERROUS METAL - ALKYD FLAT PAINT: ONE COAT OF METAL <br />PRIMER ® 3.0 MILS DFT AND TWO COATS SEMI -GLOSS ALKYD <br />PAINT ® 2.0 MILS DFT. <br />e. GALVANIZED METAL - ALKYD FLAT PAINT: ONE COAT GALVITE0 2.0 <br />MILS DFT AND TWO COATS ALKYD SEMI -GLOSS PAINT 0 2.0 MILS <br />DFT. <br />BIER ASSISTED ACCESSIBLE DOOR OPERATION NOT <br />OR FOR VESTIBULE AND/OR WAITING ROOMS: <br />PROVIDE THE FOLLOWING SWINGING DOOR OPERATOR AND CONTROLS WITH VISUAL <br />APPLICATION do LOW ENERGY REQUIREMENTS. THE SYSTEM CONSISTS OF <br />ELECTRO-MECHANICAL SWINGING DOOR OPERATOR AND ELECTRICAL CONTROLS, ALUMINUM <br />HEADER, CONNECTING HARDWARE, ACTUATING CONTROLS, <br />GUIDE RAILS AND ON/OFF/HOLD CONTROLS. ALL COMPONENTS SHALL BE FACTORY <br />ASSEMBLED, ADJUSTED AND TESTED. <br />THE OPERATOR SHALL OPEN THE DOOR WITH A �46 HP, DC MOTOR/HIGH TORQUE <br />REDUCTION GEAR SYSTEM, CUT SPIRAL BEVELED GEAR SET WELDED TO A TOOTHED DRIVE <br />SHAFT AND LINKAGE. THE DRIVE SYSTEM SHALL HAVE POSITIVE, CONSTANT ENGAGEMENT. A <br />CAM do ROLLER MECHANISM SHALL PROVIDE FOR A NON -BACK -LASH POSITIVE OPEN & <br />CLOSE POSITIONING. THE OPERATOR SHALL STOP THE DOOR IN THE OPEN POSITION BY <br />ELECTRICALLY REDUCING THE MOTOR VOLTAGE AND STALLING AGAINST A FIELD ADJUSTABLE <br />80 TO 135 DEGREE POSITIVE STOP. <br />THE MICROPROCESSOR CONTROLS SHALL BE FIELD ADJUSTABLE TO <br />COMPLY W/ ANSI A156.19 LOW ENERGY CODE REQUIREMENTS. <br />FIELD ADJUSTMENTS FOR DOOR -OPENING SPEED, DOOR -OPENING <br />FORCE, DOOR CLOSING SPEED, DOOR -CLOSING FORCE SHALL BE <br />PROVIDED WITHOUT ADDING ADDITIONAL COMPONENTS. THE <br />OPERATOR SHALL HAVE THE ABILITY TO CONVERT FROM RIGHT HAND <br />TO LEFT HAND OPERATION WITH SIMPLE FIELD MODIFICATIONS. THE <br />OPERATOR SHALL BE DESIGNED TO ACCOMMODATE RIGHT HAND, <br />LEFT HAND, IN -SWING, OUT -SWING, VISIBLE, CONCEALED, LOW <br />ENERGY AND FULL ENERGY APPLICATIONS WITH MINIMAL FIELD <br />MODIFICATIONS AND PARTS. <br />THE OPERATOR SHALL CLOSE THE DOOR BY SPRING ENERGY, THUS <br />USING THE MOTOR AS A BRAKE TO AIDE THE CLOSING SPEED. THE <br />CLOSING SPRING SHALL BE A HELICAL COMPRESSION SPRING, <br />ADJUSTABLE FOR POSITIVE CLOSING ACTION AT A LOW MATERIAL <br />STRESS LEVEL FOR LONG SPRING LIFE. THE HELICAL COMPRESSION <br />SPRING SHALL BE EASILY ADJUSTABLE TO ACCOMMODATE A WIDE <br />RANGE OF CONDITIONS. ALSO A RHEOSTAT MODULE ALLOWS FOR <br />EASY INDEPENDENT FIELD ADJUSTMENT OF CLOSING AND LATCHING <br />SPEEDS USING THE MOTOR AS A BRAKE. THE OPERATOR SHALL <br />PROVIDE A NON -HANDED, EASILY ADJUSTABLE, OPEN STOP TO <br />PERMIT ADJUSTABLE OPENING ANGLES FROM 80' TO 135' OF <br />CONSTANT CYCLE UTILIZING CAM & ROLLER. THE OPERATOR SHALL <br />DELIVER AN EVEN, CONSISTENT OPEN FORCE FROM A FULLY <br />CLOSED POSITION TO A FULLY OPENED POSITION. FURTHERMORE <br />THE OPERATOR PROVIDES FOR FULLY CLOSED AND FULLY OPENED <br />POSITIONS. AUXILIARY SWITCH PERMITS MONITORING THE DOOR <br />POSITIONING. <br />THE OPERATOR MAY FUNCTION AS A MANUAL DOOR CLOSER IN THE <br />DIRECTION OF SWING WITH OR WITHOUT POWER. A CAM AND <br />ROLLER MECHANISM SHALL ALLOW THE OPERATOR TO DELIVER AN <br />EVEN, CONSISTENT OPEN FORCE ACROSS THE ENTIRE TRANSITION <br />FROM DOOR FULLY CLOSED TO DOOR FULLY OPEN. <br />EMERGENCY RELEASE: FOR CENTER PIVOT DOOR(S) - NORMAL IN <br />SWING, THE OPERATOR SHALL HAVE A BUILT-IN EMERGENCY <br />RELEASE WITH CONTROLLED SPRING RETURN TO THE CLOSED <br />POSITION WITHOUT MANUAL RESETTING. WHILE THE DOOR IS IN THE <br />EMERGENCY RELEASE MODE, A DISCONNECT SWITCH SHALL PREVENT <br />POWERED OPERATION. NO HEADER OR JAMB MOUNTED STOPS OR <br />CAMS SHALL BE REQUIRED FOR EMERGENCY FUNCTION. NOT MORE <br />THAN 50 POUNDS AT THE LOCK STILE SHALL BE REQUIRED FOR <br />EMERGENCY USE PER BHMA A156.10. <br />GENERAL NOTE: <br />TENANT IMPROVEMENTS WILL <br />REQUIRE A VARYING AMOUNT OF <br />IMPROVEMENTS UNDER THIS <br />PROJECT SCOPE OF WORK. <br />THEREFORE, SOME OF THESE <br />SPECIFICATIONS MAY ONLY RELATE <br />TO A SMALL PORTION OF THE <br />WORK, OR IN SOME CASES NONE <br />AT ALL. <br />ca <br />W <br />.Y <br />C <br />L <br />>1 <br />O <br />O <br />4- <br />--1 <br />3 <br />a <br />+J <br />(D <br />c <br />0 <br />Z <br />0 <br />O <br />U <br />0 <br />4+ <br />C <br />H <br />cc$ <br />=3 <br />cr <br />U <br />L <br />O <br />O <br />C c <br />X <br />x <br />+-j <br />0 <br />a) <br />cis <br />C <br />a_ <br />L <br />C <br />L <br />- <br />C <br />e <br />4 <br />o <br />-�4 <br />a) <br />U <br />'O <br />�0 <br />i :3CJ; w^; :"t3 3'R'T.: h:3•!': C:T; v q?•3 <br />:;E rt ^g. 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