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HomeMy WebLinkAboutMorill Hall - Generator ReplacementPHASE A 4) 350 KCMIL & (1) 2 AWG G. IN EXISTING " CONDUIT. EXISTING LOAD BANK CONNECTION BOX. (4) 350 KCMIL & (1) 2 AWG G. IN 3" RGS. PHASE C KROCH SUB. (1 SET) 500 CU —1 (1 SET) 500 CU LOAD BANK REMOTE CONTROLLER. OOA KROCH LIBRARY GENERATOR RM. 100UP. EXISTING EMERGENCY GENERATOR, CATERPILLAR, 500 KW/625 KVA, 480V - 752 FLA. 500A N Iseeeeemsecceemameourace PANEL E4D, 600A MLO, 480Y/277V. (2 SETS) 350 AL ATS -E, 600A, / 480V, EM/STTANDBY. (1 SET) 10 CU 30A CONTROLLER. 800A MCB. (3 SETS) 400 AL EMERGENCY WIREWAY T-2, 15 KVA, 480V PRIMARY, 208V SECONDARY. 400 AL TYPICAL FOR PHASE A, B, C, & N. TO GENERATOR MAIN CIRCUIT BREAKER. GROUND BAR LOCATED INSIDE OF EMERGENCY WIREWAY. MULTI -TAP CONNECTOR (TYPICAL). 400A A ATS -E2 TO GENERATOR MAIN „—. CIRCUIT BREAKER. TO GENERATOR MAIN CIRCUIT BREAKER. TO GENERATOR MAINr; -z- CIRCUIT BREAKER. H ,I 800A LOAD BAN K 800A LOAD BAN K N 600A ATS -LS 800A 600A LOAD ATS -LS BAN K 800A 600A LOAD ATS -LS BAN K 400A ATS -E2 400A ATS -E2 400A ATS -E2 NEW 250 CU 400A ATS -E NEW 250 CU 400A ATS -E '< NEW 250 CU 400A ATS -E NEW 250 CU NEW 4 AWG CU. TO NEW 35A ENCLOSED CIRCUIT BREAKER. NEW 4 AWG CU. TO NEW 35A ENCLOSED CIRCUIT BREAKER. NEW 4 AWG CU. TO NEW 35A ENCLOSED CIRCUIT BREAKER. NEW4AWG CU. N / f TO NEW 35A ENCLOSED CIRCUIT BREAKER. (2 SETS) 500 AL ►1 (:i:i: 60A 1 MCB PANEL E4D-A, 100A, 208Y/ 120V. DIAGRAM TO SHOW THE EXISTING CONDITIONS AND NEW WORK INSIDE OF THE EXSTING EMERGENCY WIREWAY. SEE DETAIL 6 ON DWG. E-400 FOR DETAIL OF THE EXISTING MULTI -TAP CONNECTOR LOCATED IN THE WIREWAY. KLARMAN „_. DP-3A/3B. j (2 SETS) 500 AL (2 SETS) 500 AL 600A (2 SETS) 250 AL KLARMAN ELEC. RM. KB0062 ATS -LS, 600A, 480V, LIFE SAFETY. PANEL PHLS -BS, 600A MCB, 480Y/277V. KLARMAN-c--.„-. DP-3A/3B. (2 SETS) 250 AL (2 SETS) 250 AL ) 400A PANEL PHE-BS, 400A MCB, 480Y/277V. ATS -E2, 400A, 480V, EM. STANDBY. \ 400A MDP -1 35A (4) 4 AWG XHHW-2 & (1) 8 AWG XHHW-2 G. IN 1-1/2" SCHEDULE 80 PVC OUTSIDE BURIED. RGS IN AREAWAY AT ! KROCH LIBRARY. MORRILL HALL MECH. RM. BOOUD. 5A (3) 10 AWG THHN & (1) 10 AWG THHN G. IN 1" EMT. 30 KVA, 480V PRIMARY, 208V SECONDARY. 70a PANEL EM -1, 100A MLO, 280Y/120V. (4) 4 AWG THHN & (1) 8 AWG THHN G. IN 1-1/4" EMT. (4) 4 AWG THHN & (1) 8 AWG THHN G. IN 1-1/4" EMT. ATS -1, 70A, 208V, EM/STANDBY. GENERAL DEMOLITION NOTES: 1.0 CONTACT ANDREW JOYCE FROM MILTONCAT (315-877-8748) FOR LOAD BANK INFORMATION. KEYED CONSTRUCTION NOTES: PROVIDE 12 AWG, O IE LI—B.,ELPE,GIL SIHIELD BELDEN INDUSTRIAL AUTOMAILQN& P,ROCESS COTR N©L CABLE-PARTNO.9344. IN 1" CONDUIT TO KROGH LIBRARY EMERGENCY GENERATOR CONTROLLER. TERMINATION AND PROGRAMMING BY CATERPILLAR. NEW LOAD BANK, REFER TO DRAWING E-102 FOR ADDITIONAL INFORMATION. PROVIDE 120V, 1 PHASE, 20A POWER CONNECTION TO THE INTERNAL SPACE HEATERS. IN THE EXISTING PANEL E4D-A, PROVIDE A 20A/1 P CIRCUIT BREAKER. FROM THE PANEL, PROVIDE (2) 12 AWG & (1) 12 AWG G. IN 3/4" RGS TO THE LOAD BANK AND MAKE FINAL CONNECTION. BETWEEN LOAD BANK AND THE REMOTE CONTROLLER, PROVIDE (2) BELDEN 9841 SHIELDED CABLES AND (4) 14 AWG IN 1" RGS. SEE PRODUCT INSTALLATION MANUAL FOR TERMINATION REQUIREMENTS. MANUFACTURE TO PROVIDE START-UP, TEST, AND CUSTOMER TRAINING. FROM LOAD BANK, PROVIDE (4) 12 AWG IN 1" RGS TO THE EMERGENCY GENERATOR WIREWAY. THE FIRST TWO WIRES TO SUPPORT A CURRENT TRANSFORMER ON PHASE A. THE OTHER TWO WIRES TO SUPPORT A CURRENT TRANSFORMER ON PHASE C. EACH CT MUST BE LARGE ENOUGH TO ACCOMMODATE A SET OF (3) 400 AL CONDUCTORS PER PHASE. REPLACE EXISTING 800A ENCLOSED CIRCUIT BREAKER WITH A NEW 300A ENCLOSED CIRCUIT BREAKER. PULL THE EXISTING FEEDER CONDUCTORS BACK TO THE WIREWAY (3 -SETS OF 400 AL). PROVIDE NEW FEEDER CONDUCTORS AS INDICATED. UTILIZE ONE EXISTING CONDUIT & ABANDONE IN PLACE THE OTHER TWO EXISTING CONDUITS. 0 INSIDE OF THE EXISTING EMERGENCY WIREWAY, PROVIDE A ILSCO, NIMBUS INSULATED MULTI -TAP CONNECTORS CAT. NO. PBTD-2-250. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT: _ I CIVIL/ENV: ELECTRICAL: MECHANICAL: REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 812116 - ISSUE FOR CONSTRUCTION DATE: August 2, 2016 FACILITY: 2001 DESIGN: H.P. TRAN DRAWN: hpt ONE -LINE DIAGRAM ONE -LINE DIAGRAM SCALE: NONE NOTES E-401 8961548 DETAIL 6 DETAIL 4 DETAIL 2 DETAIL 5 JUNCTION BOXES SERVING SNOW MELTING CABLES. DETAIL 3 KROCH LIBRARY EMERGENCY GENERATOR ROOM. DETAIL 1 GENERAL DEMOLITION NOTES: 1.0 REFER TO DRAWING E-100 FOR CONDUIT RUNS FROM MORRILL HALL TO KROCH LIBRARY. KEYED CONSTRUCTION NOTES: 0 NEW CONDUIT RUNS TO EXIT THE TRANSFORMER ROOM FROM THIS AREA. O NEW CONDUIT RUNS BELOW THE UPPER STEAM LINE. O NEW CONDUIT RUNS SHALL GO THROUGH THIS EXISTING OPENING. O NEW CONDUIT RUNS SHALL BE HUNG FROM THE EXISTING WALL BRACKET. Q UTILIZE THE EXISTING OPENING FOR THE NEW CONDUIT RUNS TO ENTER THE STEAM TUNNEL. ASPHALT SIDEWALK AND SNOW MELTING CABLE SYSTEM SHALL BE PROTECTED DURING THE CONSTRUCTION. PRIOR TO CONSTRUCTION, ELECTRICAL CONTRACTOR SHALL TEST THE SNOW MELTING SYSTEM WITH THE PROJECT MANAGER. AT THE END OF THE CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL TEST THE SNOW MELTING SYSTEM WITH THE PROJECT MANAGER TO ENSURE THE SNOW MELTING SYSTEM IS IN WORKING ORDER. IF THE SYSTEM IS DAMAGED, IT MUST BE REPLACED BY THE ELECTRICAL CONTRACTOR IN KIND. SNOW MELTING CABLES BY DELTA -THERM CORPORATION. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT. CIVIL/ENV: ELECTRICAL: p3-0 MECHANICAL. REVISIONS: DATE: 5131116 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15116 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION a) E N U F2, IHMMOMMI ISIMM IUMNIM 0 CCS - = z - 0(, DATE: August 2, 2016 FACILITY: 2001 DESIGN: H.P. TRAN DRAWN: hpt DETAILS SCALE: NONE NOTES KROCH LIBRARY DETAILS E-400 8961548 THE APPROXIMATE LOCATION OF THE CONDUIT PENETRATIONS. REMOVE AS NECESSARY AND REPLACE (SDR -35 PIPE). GOOCD GOLDWIN SMITH GROUND LEVEL. TO KROCH LIBRARY EMERGENCY GENERATOR ROOM 100UP. CONDUIT ABOVE TUNNEL OPENING & STACKED. LOCATE TO AVOID RE -BAR. REVIEW FINAL LAYOUT IN FIELD WITH FACILITIES ENGINEERING. NEW CONDUITS RUNNING FROM KROCH LIBRARY TO MORRILL HALL. • -4,1::0:X•;:x'1101,13:iii,:„, KROCH LIBRARY. tAT A GENERAL NOTES: 1.0 2.0 REFER TO ONE -LINE DIAGRAM FOR ADDITIONAL INFORMATION ON EMERGENCY POWER DISTRIBUTION. REFER TO DRAWING E-100 FOR CONDUIT RUNS FROM KROCH LIBRARY FOR MORRILL HALL. 3.0 THE CONTRACTOR SHALL REPAIR THE BITUTHANE 3000 TUNNEL WATERPROOFING IF IT IS DAMAGED. A CORNELL UNIVERSITY UTILITIES REPRESENTATIVE SHALL INSPECT THE WATERPROOFING BEFORE BACKFILLING. KEYED CONSTRUCTION NOTES: 0 SEE DETAIL 1 ON THIS SHEET FOR THE APPROXIMATE LOCATION OF THE CONDUIT PENETRATIONS FROM THE OUTSIDE. 0 SEE DETAIL 2 ON THIS SHEET FOR THE APPROXIMATE LOCATION OF THE CONDUIT PENETRATIONS FROM THE INSIDE. KROCH LIBRARY RM. 100UU BELOW THIS LEVEL. PROVIDE A NEW POLARIS -150-480 UL/cUL LISTED, FREE STANDING HORIZONTAL AIRFLOW, FORCED AIR COOLED NEMA TYPE 3R LOAD BANK, 150 KW, 480V, 3 PHASE, 60 HZ, 25 KW LOAD STEP RESOLUTION. MANUAL AND AUTOMATIC CONTROL. OPTIONS TO INCLUDE ANTI -CONDENSATION HEATERS WITH THERMOSTATIC CONTROL, EXTERNALLY POWERED. POLARIS REMOTE CONTROLLER (REMOTE, INDOOR MOUNT ENCLOSURE WITH DIGITAL TOUCH PANEL CONTROLLER -HMI). AUTOMATIC LOAD LEVELING AND LOAD REGULATION TO MAINTAIN TOTAL GENERATOR LOAD WITHIN A PRESET BANDWIDTH AND AUTOMATIC REGENERATIVE POWER PROTECTION VIA KW SENSING (INCLUDES DISPLAY OF VOLTS -AMPS - FREQUENCY -KW AND MODBUS REGISTERS FOR THE SAME). (2) CURRENT TRANSFORMERS (ONE EACH FOR GENSET AND LOAD BANK). NOTE: ENSURE CT'S WILL FIT OVER EXISTING MAIN GENERATOR LEADS WHICH ARE PARALLELED CONDUCTORS. -PROVIDE '3" HIGH, A42"'WIDE;--50"-LONG OLDCASTLE 'PRECAST ECOPAD. • WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION ''ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION oaniftwv,ikaltadMIN PROVIDE 3' SERVICE CLEARANCE. PROVIDE 7.5' SERVICE CLEARANCE. REPLACE THE EXISTING 800A ENCLOSED CIRCUIT BREAKER WITH A NEW A x1Xxxx MEZZANINE DETAIL 2 DETAIL 1 SCALE: 1/4"=1'-0" KROCH LIBRARY & GOLDWIN SMITH PARTIAL FLOOR PLAN SCALE: 1/4" = 1'-0" DETAILS SCALE: NONE &gaw&TAqAta.,441gAA,e1640,Weift, -43,6014A, /7\ vj CORE CONCRETE WALL AND INSTALL WATERPROOF MECHANICAL SLEEVE \ SEALS. SEE DETAIL 2 ON DRAWING E-101. NOTES SEE DETAIL 1 ON DRAWING E-400. 8"W x 8"L x 4"D SEE DETAIL 4 ON DRAWING E-400. SEE DETAIL 2 ON DRAWING E-400. 8"W x 8"L x 4"D EXISTING FLOOR DRAIN. EXISTING STEAM LINES, TYPICAL OF 3. SEE DETAIL 3 ON DRAWING E-400. TWO NEW CONDUITS AND WIRING RUNNING FROM THE GENERATOR ROOM TO MORRILL HALL. CONDUITS SHALL BE RGS IN AREAWAY. EXISTING LOAD BANK CONNECTION BOX. SEE DETAIL 1 ON DRAWING E-400. POWERACONDUIT TO THE NEW 30PJ3P ENCLOSED bIRCUIT BREAKER. CONTROL CONDUIT TO THE EXISTING GENERATOR CONTROLLER. NEW LOAD BANK REMOTE CONTROLLER. EXISTING FUEL TANK. 100UN EXISTING GENERATOR CONTROLLER. EXISTING 500 KW, 480Y/277V EMERGENCY GENERATOR. EXISTING EMERGENCY WIREWAY. EXISTING ATS -E, 600A, 480V, 4 POLE, SERVING E4D. EXISTING PANEL E4D, 600A MLO, 480Y/277V. KROCH LIBRARY MAIN EMERGENCY PANEL. EXISTING DISCONNECT SWITCH SERVING ROOM UNIT HEATER. REPLACE EXISTING ENCLOSED CIRCUIT BREAKER, 800A, 480V SERVING LOAD BANK CONNECTION BOX. EXISTING DISCONNECT SWITCH, 600A, 480V SERVING ATS -LS. ATS -LS IS LOCATED IN ELEC. RM. KB0062 (KLARMAN HALL). EXISTING ENCLOSED CIRCUIT BREAKER, 400A, 480V SERVING ATS -E2. ATS -E2 IS LOCATED IN ELEC. RM. KB0062 (KLARMAN HALL). EXISTING PANEL E4D-A, 60A/3P MCB, 208Y/120V, DATE: FACILITY: DESIGN: DRAWN: August2, 2016 2001 H.P. TRAN hpt EXISTING ENCLOSED CIRCUIT BREAKER, 500A, 480V SERVING ATS -E. NEW ENCLOSED CIRCUIT BREAKER SERVING MORRILL HALL. KROCH LIBRARY PARTIAL FIRST FLOOR PLANS NEW WORK AND DETAILS SCALE: 1/4"=V-0" KROCH LIBRARY PARTIAL FIRST FLOOR PLAN NEW WORK SCALE: E-102 8961548 CONDUIT EXTERIOR WALL WATERPROOF MECHANICAL SLEEVE SEALS (BOTH SIDES OF WALL) DETAIL 2 CORE DRILL HOLE LOCATION OF EXISTING FRP CONDENSATE LINE. LOCATION OF EXISTING STEAM LINE. 18" MINIMUM FROM THE EXISTING OPENING. GENERAL DEMOLITION NOTES: 1.0 REFER TO DRAWING E-100 FOR CONDUIT RUNS FROM MORRILL HALL TO KROCH LIBRARY. 2.0 REFER ONE -LINE DIAGRAM ON E-401 FOR ADDITIONAL INFORMATION. 3.0 DETAIL 1, CORNELL UNIVERSITY UTILITIES PERSONEL TO INSPECT THE GALVANIZED PIPE THAT ENCASES THE STEAM LINE. KEYED CONSTRUCTION NOTES: NEW CORED OPENINGS. STACK CONDUIT. REVIEW FINAL LAYOUT IN FIELD WITH FACILITIES ENGINEERING. O AT60"AFF T PROVIDE A NEW 30 kVA, 480V PRIMARY, 208Y/1.20V SECONDARY, FLOOR MOUNT DRY TYPE TRANSFORMER. NEW TRANSFORMER SHALL BE A SQUARE D CAT. NO. EE30T3HBCU. REPLACE EXISTING 70A, 208V, 4 POLE AUTOMATIC TRANSFER SWITCH (ATS) WITH A NEW ASCO SERIES 300 POWER TRANSFER SWITCH, OPEN TRANSITION IN A NEMA 1 ENCLOSURE. CONTACT ANDREW JOYCE FROM MILTON CAT (315-877-8748) FOR EXACT PRODUCT INFORMATION. 1-1/2" CONDUIT WITH PULL ROPE RUNNING FROM THE EXISTING PANEL MDP -1 TO THE NEW PULL BOX FOR FUTURE USE. INTERIOR CONDUIT SHALL BE EMT. EXTERIOR CONDUIT SHALL BE SCHEDULE 80 PVC. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT' CIVIUENV: ELECTRICAL: MECHANICAL: REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION CONDUIT AND POWER WIRING TO KROCH LIBRARY. INTERIOR CONDUIT SHALL BE EMT. EXTERIOR CONDUIT SHALL BE SCHEDULE 80 PVC. CONDUIT AND CONTROL WIRING TO KROCH LIBRARY. INTERIOR CONDUIT SHALL BE EMT. EXTERIOR CONDUIT SHALL BE SCHEDULE 80 PVC. O CORE CONCRETE WALL AND INSTALL WATERPROOF MECHANICAL SLEEVES. SEE DETAIL 2 ON THIS SHEET. AFTER THE CONDUITS EXIT THE BUILDING, IF POSSIBLE, TRANSITION THE CONDUITS TO RUN PARALLEL (HORIZONTALLY) TO EACH OTHER IN THE TRENCH. DETAILI DETAILS SCALE: NONE EXISTING PANEL EM -1, 100A, 208Y/120V. EXISTING ATS -1 70A, 208Y/120V TO BE REPLACED. "L' cu E a) U co 0 146 0 DATE: August 2, 2016 FACILITY: DESIGN: D H.P. TRAN 1 SEE DRAWING E-100 FOR CONTINUATION AND DETAILS ON THIS SHEET FOR ADDITIONAL INFORMATION. EXISTING HIGH PRESSURE STEAM LINE, SEE DETAIL ON THIS SHEET FOR LOCATION BELOW GROUND. EXISTING HIGH PRESSURE STEAM LINES, SEE DETAIL ON THIS SHEET FOR LOCATION BELOW GROUND. MORRILL HALL PARTIAL BASEMENT NE WORK AND DETAILS 2 SCALE: 1/4"=1'-0" MORRILL HALL PARTIAL BASEMENT NEW WORK SCALE: 1/4" = 1'-0" NOTES E-101 8961548 REMOVE. CONCRETE BASE TO REMAIN. DETAIL 2 REMOVE EXISTING EXHAUST FAN & DUCT WORK. REMOVE EXISTING DUCT WORK. EXISTING ATS -1 TO BE REPLACED. REMOVE. REMOVE EXISTING EXHAUST PIPING. DETAILI KEYED DEMOLITION NOTES: REMOVE EXISTING 15 KW GENERATOR, 40 GALON SUB -BASE TANK (TANK HAS BEEN DRAINED), MUFFLER & EXHAUST PIPING, & CONDUIT & POWER WIRING RUNNING FROM GENERATOR TO ATS -1. O REMOVE EXISTING DUCT WORK RUNNING FROM THE GENERATOR TO THE LOUVER AND THE EXHAUST FAN AND ASSOCIATED DEVICES AND CONTROLS COMPLETELY. AT THE EXISTING LOUVER, PROVIDE 1" THICK INSULATED PANEL CONSTRUCTED OF MINERAL WOOL THERMAL INSULATION BOARD ENCASED BY 0.032" THICK ALUMINUM PANEL. EXTERIOR ALUMINUM FINISH SHALL BE BLACK KYNAR OR EQUAL WEATHERPROOF COATING. INSULATION SHALL COMPLY WITH ASTM C612 WITH A MINIMUM R -VALUE OF 4.2 PER INCH @ 75 DEGREE F MEAN TEMPERATURE. MINIMUM DENSITY OF 4.4 LBS/CUBIC FOOT. PANEL SHALL BE SEALED AND MECHANICALLY FASTENED TO THE INTERIOR FACE OF THE LOUVER. (49" WIDE x 73.5" H APPROXIMATE DIMENSION). SEE DETAIL 2 ON THIS SHEET FOR ADDITIONAL INFORMATION. OREMOVE EXISTING EXHAUST PIPING AND ASSOCIATED WALL MOUNTED BRACKET. FILL HOLES WITH IN JOINTS AND STONE WITH TYPE "N" MOTAR COMPLYING WITH ASTM C270, COLOR TO MATCH EXISTING. (NOTE: MASONRY CEMENT NOT PERMITTED). OREMOVE EXISTING FCI AMM-2IF FIRE ALARM MONITOR MODULES AND ASSOCIATED FIRE ALARM WIRING AND CONDUITS BACK TO FIRE ALARM CONTROL PANEL. COORDINATE THIS WORK WITH CORNELL EH&S. ,`THE EXISTING ATS -1 IS BEING FED FROM A 60A/3P CIRCUIT BREAKER LOCATED IN THIS PANEL. DETAILS SCALE: NONE EXISTING PANEL EM -1, 100A, 208Y/120V. EXISTING 15 KW EMERGENCY GENERATOR, 208Y/120V. oouc EXISTING ATS -1 70A, 208Y/120V TO BE REPLACED. 3000D 2 8 SCALE: 1/4'=1'-0" N MORRILL HALL PARTIAL BASEMENT DEMOLITION WORK SCALE: 1/4" = 1'-0" EXISTING CONDUIT AND WIRING TO REMAIN AND BE RE -USED. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT CIVIL/ENV: ELECTRICAL: MECHANICAL' Nf1�- 941.0 REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION a) E a) U Cfs 0 a) 0 a) OSIMINKNAMM SWARM 0 DATE: FACILITY: August 2, 2016 2001 NOTES DESIGN: H.P. TRAN DRAWN: hpt MORRILL HALL PARTIAL BASEMENT DEMOLITION WORK AND DETAILS ED -101 8961548 GENERAL NOTES: 1.0 COORDINATE ELECTRICAL WORK WITH CIVIL DRAWINGS. KEYED CONSTRUCTION NOTES: 'SEE DRAWING E-101 FOR DETAIL AND ADDITIONAL INFORMATION. 02 SEE DRAWING E-102 FOR DETAIL AND ADDITIONAL INFORMATION. PROVIDE 24"W x 36"L x 30"D SPLICE BOX CDR CAT. NO. A10-2436-30. ROADWAYS GRASS -RESEED PER CCRNELL SPEC. SEE DETAIL 1 SHEET C-301 FINISHED GRADE 4 4 illi . 4 ' „ 4 4 . • 4 : , 4 ' 0 o CD 0 0 o 0 6 0 o Q o 0 0 0000c0 0 0 0 0 0 Q 0 QO C� 0 o� 0 0 0 0 0 0 0 0 0 0 0 0 0 0c) 0 0 oma' 0 0 oma' 0 0 0 0 0 0 0 0 0 TOPSOIL WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROVIDE (1) 1-1/2" SCHEDULE 80 PVC WITH (4) 4 AWG & (1) 8 AWG GROUND POWER WIRING TO MORRILL HALL NEW ATS) AND (1) 1" SCHEDULE 80 PVC WITH (3) 12 AWG (CONTROL WIRING TO MORRILL HALL ATS). SPACE THE CONDUITS 12" APART. CONDUITS SHALL BE SUPPORTED BY CONDUIT SPACERS. CONDUIT SPACERS EVERY 4' ALONG CONDUIT RUN. SAME AS NOTE 4, EXCEPT FROM MORRILL HALL TO THE PULL BOX, PROVIDE (1) ADDITIONAL 1-1/2" SCHEDULE 80 WITH PULLROPE FOR FUTURE USE. CONDUITS SHALL BE ROUTED OVER EXISTING STEAM TUNNEL. Pr` ARCH/STRUCT'� CIVIUENV: ELECTRICAL: MECHANICAL' REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION TRACEABLE ELECTRIC WARNING TAPE, 6" BELOW GRADE NYS DOT 304-2.02 TYPE 4 GRAVEL. LAWNS - COMPACTED IN 12" LAYERS ROADWAYS - COMPACTED IN 6" LAYERS USHION SAND ENCASEMENT LIGHTING RACEWAY, SIZE AS NOTED UNDISTURBED SOIL NOT USED UNDERGROUND CONDUIT DETAIL SCALE: NONE NOTES a) E N 0 Ca CD mams DATE: August 2, 2016 FACILITY: 2001 791.86 DESIGN: DRAWN: H. TRAN hpt PARITAL SITE ELECTRICAL WORK SCALE: 1:20 PARTIAL SITE PLAN ELECTRICAL WORK SCALE: 1"=20' NOT USED ELECTRICAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR AMM ADDRESSABLE MONITOR MODULE AOM ADDRESSABLE OUTPUT MODULE ARB AUXILIARY RELAY BOARD ATS AUTOMATIC TRANSFER SWITCH ATS AUTOMATIC TRANSFER SWITCH BKR BREAKER C CONDUIT CKT CIRCUIT CR CONTROL RELAY EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING FAAP FIRE ALARM ANNUNCIATOR PANEL FRCP FIRE ALARM CONTROL PANEL FSD FAN SHUT DOWN GAA GENERATOR ALARM ANNUNCIATOR GND GROUND HP HORSEPOWER KW KILOWATT LC LIGHTING CONTACTOR LFMC LIQUID TIGHT FLEXIBLE METALLIC CONDUIT LTG LIGHTING MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY MTS MANUAL TRANSFER SWITCH NIC NOT IN CONTRACT OE OVERHEAD ELECTRIC PC PHOTO CELL PP POWER PANEL —W— No. 4/0 STRANDED BARE COPPER PIGTAIL. MINIMUM 6'-0" COIL FOR FUTURE USE. PVC POLYVINYL CHLORIDE RGS RIGID GALVANIZED STEEL SNAC SUPPLEMENTAL NOTIFICATION APPLIANCE PANEL TSP TWISTED SHIELDED PAIR TYP TYPICAL UE UNDERGROUND ELECTRIC UOI UNLESS OTHERWISE INDICATED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT WP WATERPROOF LIGHTING SYMBOLS S TRACK LIGHTS 0 HEAT DETECTOR 135 F OR 200 F FIXED TEMP SENSOR SD FLUORESCENT LIGHTS. I I TRANSMITTER BEAM DETECTOR SD BR RECEIVER BEAM DETECTOR O `©) SURFACE MOUNTED OR RECESSED DOWN LIGHTS. FS LIGHTING DIMMER. ® EXIT LIGHT. E- M EMERGENCY WALLPACK LUMINAIRE T MT EMERGENCY/EXIT COMBO WALLPACK LUMINAIRE FA EM FB EM 1 Oa LIGHTING FIXTURE. FA = FIXTURE TYPE, REFER TO SPECIFICATIONS. a = CONTROL BY WALL SWITCH MARKED SAME. EM = EMERGENCY POWER SOURCE. a $3 $4 THREE OR FOUR WAY SWITCH, REMOTE ALARM INDICATOR SINGLE POLE SWITCHES GANGED ON A SINGLE PLATE. MARKED SAME AS ABOVE. OS C OCCUPANCY SENSOR. "C" INDICATES CEILING MOUNTED. "W" INDICATES WALL MOUNTED. OS COMBINATION LIGHT SWITCH & OCCUPANCY SENSOR. SECURITY SYMBOLS IPB 1 SECURITY SYSTEM PANIC BUTTONS IDS.1 SECURITY SYSTEM DOOR SWITCH FIRE ALARM SYMBOLS S MAGNETIC DOOR HOLDER HD135 HD 196 HEAT DETECTOR 135 F OR 200 F FIXED TEMP SENSOR SD SMOKE DETECTOR PHOTOELECTRONIC SENSOR SD BT TRANSMITTER BEAM DETECTOR SD BR RECEIVER BEAM DETECTOR DD DUCT DETECTOR FS FLOW PRESSURE SWITCH TS TAMPER SWITCH PS LOW AIR SWITCH U FIRE ALARM STROBE/HORN COMBO 0 FIRE ALARM STROBE ONLY 6 FIRE ALARM PULL STATION IRAII REMOTE ALARM INDICATOR m AUXILIARY POWER SUPPLY. IRIS' REMOTE TEST SWITCH/STATION DH FIRE ALARM HORN ONLY ELECTRICAL ONE -LINE SYMBOLS S AIR BREAK INTERRUPTER SWITCH ® POINT OF DEMOLITION TO EXISTING WORK TO REMAIN ENCLOSED CIRCUIT BREAKERS FUSED DISCONNECT SWITCH — YES \ THERMAL MAGNETIC MOLDED CASE CIRCUIT BREAKER NEW WORK (BOLD) CIRCUIT BREAKER SOLID STATE TRIP CHARACTERISTICS INDICATED BY SUBSCRIPTS: AT - TRIP COIL AMPERE RATING AF - FRAME SIZE AMPERE RATING CL - CURRENT LIMITING L - LONG TIME TRIP 5 - SHORT TIME TRIP 1 - INSTANT ANEOUS TRIP G - GROUND FAULT TRIP SH - SHUNT TRIP 1200AT DRAWING REMOVAL KEYED NOTE INDICATOR ODRAWING 1600AF P -1A 12 121A P -1A (go 12 < »i DRAWOUT DEVICE —13 CT CURRENT TRANSFORMER —03-3 E— PT JCS POTENTIAL TRANSFORMER II .-0 fl --e DUPLEX CONVENIENCE RECEPTACLE, GF = GROUND FAULT INTERRUPTER PROTECTION. MOV TYPE LIGHTNING ARRESTOR SIZE AND CLASS AS INDICATED A Q METER/INSTRUMENT LETTER INDICATES FUNCTION A -AMMETER PF - POWER FACTOR METER S -SYNCHROSCOPE VH - VARHOUR METER V - VOLT METER VAR- VARMETER W - WATTMETER WH - WATTHOUR METER WHD- WATTHOUR METER W/DEMAND REGISTER CM '0\ ` CIRCUIT MONITOR AS METER/INSTRUMENT SWITCH LETTERS INDICATE FUNCTION: AS - AMMETER SWITCH VS - VOLTMETER SWITCH WS - WATTMETER SWITCH iI T i TANNDDNf FORMER, REFER TO SCHEDULE FOR SIZE OGENERATOR SET O TRAN FER SWITCH, RATING AS INDICATED. V ®r $ SINGLE POLE SWITCH. /^` GROUND CONNECTION -it-- 1" x 518" DIAMETER, COPPER CLAD GROUND ROD. 0 TOP OF ROD 2'0" BELOW FINISHED GRADE UNLESS WELDS ONLY C MOLDED FUSION "T' EXOTHERMIC WELDS FOR GRID CONNECTION , UNDERGROUND WORK. HOMERUN TO PANEL LP1, CIRCUIT#3. FED FROM 20A -1P BREAKER IS INTENDED UNLESS NOTED OTHERWISE. RUN GREENWIRE GROUND FOR ALL CIRCUITS. PROVIDE ONE GROUND PER CIRCUIT UNLESS SHOWN OTHERWISE. J11 ® GROUND TERMINATION TO EQUIPMENT. (FRAME, GROUND BUS, TRANSFORMER NEUTRAL) WIRE MOLD SURFACE RACEWAY —W— No. 4/0 STRANDED BARE COPPER PIGTAIL. MINIMUM 6'-0" COIL FOR FUTURE USE. GENERAL SYMBOL LEGEND ENLARGED DETAIL EXTERIOR ELEVATION F10 7-03 F10 A103 INTERIOR ELEVATION D16 D16 A103 A103 KEYNOTE DEMOLITION KEYNOTE NEW WORK MATCH LINE NORTH ARROW SECTION GENERAL ELECTRICAL SYMBOLS S POINT OF CONNECTION TO EXISTING WORK TO REMAIN ® POINT OF DEMOLITION TO EXISTING WORK TO REMAIN ENCLOSED CIRCUIT BREAKERS EXISTING WORK TO REMAIN (GRAYSCALE) DISCONNECT SWITCH YES REMOVAL WORK (DASHED) YES NEW WORK (BOLD) YES 0 DRAWING REMOVAL KEYED NOTE INDICATOR ODRAWING CONSTRUCTION KEYED NOTE INDICATOR P -1A 12 121A P -1A (go 12 BRANCH CIRCUITRY TO POWER RECEPTACLE DEVICES IS NOT INDICATED ON THE CONTRACT DOCUMENTS. THE ALPHA -NUMERIC TEXT ADJACENT TO THE DEVICE SYMBOL INDICATES THE PANEL AND CIRCUIT NUMBER IT'S FED FROM. FOR EXAMPLE: P -1N12 INDICATES THAT THE DEVICE IS FED FROM PANEL P -1A, CIRCUIT #12. PROVIDE CIRCUITRY TO DEVICE(S) AS FOLLOWS: DEVICES INDICATED WITH THE SAME CIRCUIT NUMBER SHALL BE CIRCUITED TOGETHER TO A 20AMP/1-POLE CIRCUIT BREAKER USING 2#12 1#12G, IN 3/4 INCH EMT CONDUIT UNLESS INDICATED OTHERWISE. A MAXIMUM OF FOUR 20 AMP, SINGLE PHASE BRANCH CIRCUITS CONSISTING OF (8#12, 1#12G) SHALL BE PERMITTED IN ONE INCH EMT CONDUIT. PLUGMOLD X X X X X X X LP -1 ® PANELBOARD. JCS JUNCTION BOX. tn\GFI DUPLEX CONVENIENCE RECEPTACLE, GF = GROUND FAULT INTERRUPTER PROTECTION. TWO DUPLEX CONVENIENCE RECEPTACLES MOUNTED ON A SINGLE GANG PLATE. Q 5-20R le SPECIAL PURPOSE RECEPTACLE DEVICE. PROVIDE SINGLE DEVICE WITH NEMA RATING AS INDICATED AND MATCHING COVER PLATE. '0\ ` MOTOR, NUMBER INSIDE SYMBOL INDICATES HORSEPOWER. MANUAL MOTOR STARTER, SURFACE MOUNTED UNLESS OTHERWISE INDICATED. DJ DISCONNECT SWITCH. Ial COMBINATION STARTER. O METERING DEVICE, TYPE INDICATED ON CONTRACT DOCUMENTS. V COMMUNICATION OUTLET. P/D INDICATES PHONE/DATA. WP INDICATES WALL PHONE OUTLET. $ SINGLE POLE SWITCH. /^` CIRCUIT CONDUIT DROP OR RISE AS INDICATED C LP1 #3 HOMERUN TO PANEL LP1, CIRCUIT#3. FED FROM 20A -1P BREAKER IS INTENDED UNLESS NOTED OTHERWISE. RUN GREENWIRE GROUND FOR ALL CIRCUITS. PROVIDE ONE GROUND PER CIRCUIT UNLESS SHOWN OTHERWISE. ( THERMOSTAT WIRE MOLD SURFACE RACEWAY —W— VFD VARIABLE FREQUENCY DRIVE. ��, E J GENERATOR EMERGENCY SHUTDOWN STATION, WEATHERPROOF, BREAK -GLASS TYPE. GRA GENERATOR REMOTE ANNUNCIATOR $ 3 -SPD THREE SPEED SWITCH SCOPE OF WORK: 1.0 MORRILL HALL, REMOVE EXISTING EMERGENCY GENERATOR, SUB -BASE FUEL TANK, ASSOCIATED ELECTRICAL DEVICES, AND MECHANICAL EQUIPMENT AS CALLED OUT ON ED -101. 2.0 KROCH LIBRARY, PROVIDE A NEW LOAD BANK TO SERVE THE EXISTING EMERGENCY GENERATOR. 3.0 KROCH LIBRARY, PROVIDE A NEW EMERGENCY ENCLOSED CIRCUIT BREAKER TO TIE TO THE EXISTING EMERGENCY BUSWAY TO SERVE MORRILL HALL. 4.0 KROCH LIBRARY, PROVIDE TWO CONDUITS WITH POWER AND CONTROL WIRING RUNNING FROM GENERATOR ROOM ACROSS THE ARTS QUAD TO MORRILL HAL_ 5.0 MORRILL HALL, PROVIDE A NEW ENCLOSED CIRCUIT BREAKER, A STEP DOWN TRANSFORMER (480V PRIMARY, 208V SECONDARY), AND REPLACE THE EXISTING AUTOMATIC TRANSFER SWITCH. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT:(_ CIVIL/ENV: ELECTRICAL: MECHANICAL' SCOPE OF WORK ELECTRICAL SYMBOLOGY ELECTRICAL/MECHANICAL SUBMITTAL SCHEDULE DESCRIPTION PRODUCT DATA LOAD BANK YES ENCLOSED CIRCUIT BREAKERS YES DISCONNECT SWITCH YES TRANSFORMER YES HAND HOLE YES CONDUIT AND WIRING YES INSULATED PANEL YES CONDUIT SPACERS YES GENERAL NOTES: 1.0 THESE DRAWINGS ARE FOR CORNELL UNIVERSITY USE ONLY. CONTACT THE CORNELL PROJECT MANAGER WITH ELECTRICAL QUESTIONS. 2.0 ELECTRICAL SCHEMATICS INDICATED ON CONTRACT DOCUMENTS ARE DIAGRAMMATIC. IT IS NOT THE INTENT TO SHOW EXACT OR MOST EFFICIENT ROUTING. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ON SITE. ANY CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE BROUGHT TO CORNELL'S PROJECT MANAGER FOR RESOLUTION BEFORE WORK PROCEEDS. 3.0 ASSURE PUBLIC AND WORKER SAFETY AT ALL TIMES. PROTECT ADJOINING AREAS FROM DAMAGE AND DUST. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF WASTE MATERIAL IN A SAFE MANNER. KEEP THE PREMISES FREE OF DEBRIS FROM THE EXECUTION OF WORK. DELIVER A FINAL PRODUCT THAT IS CLEAN AND OPERABLE. 4.0 FIRE STOP ELECTRICAL PENETRATIONS THROUGH FIRE RATED WALLS AND/OR FLOORS WITH MATERIAL EQUAL IN RATING TO THE CONSTRUCTION OF THE MATERIAL PENETRATED. 5.0 PERFORM WORK IN ACCORDANCE WITH THE REQUIREMENT OF THE LATEST PUBLICATIONS OF THE EBCNYS, NEC, NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW YORK STATE ENERGY CODE, AND LOCAL CODES APPLICABLE TO THE PARTICULAR WORK. 6.0 WORK SHALL BE COMPLETED AS SPECIFIED AND INDICATED ON CONTRACT DOCUMENTS. ANY SUGGESTED ALTERNATE MANUFACTURER OR METHOD OF INSTALLATION SHALL BE SUBMITTED TO PROJECT ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY MATERIALS OR COMMENCING EXECUTION OF THE WORK. 7.0 GROUNDING SHALL BE IN STRICT ACCORDANCE WITH NEC ARTICLE 250. PROVIDE EQUIPMENT GROUND CONDUCTOR WITH EACH BRANCH CIRCUIT INDICATED ON CONTRACT DOCUMENTS. EQUIPMENT GROUND CONDUCTOR SHALL BE ROUTED WITH ASSOCIATED PHASE CONDUCTORS. 8.0 PROVIDE A NEW TYPE WRITTEN DIRECTORY FOR EACH PANELBOARD. LABEL ALL NEW DEVICE FACEPLATES WITH SOURCE AND CIRCUIT NUMBER. PROVIDE PERMANENT LABEL ON SWITCHING DEVICES INDICATING EQUIPMENT SERVICE AND INVENTORY NUMBER. COORDINATE EQUIPMENT INVENTORY NUMBERS WITH CORNELL UNIVERSITY'S MECHANICAL SHOP, 255-8667. 9.0 CIRCUITS RATED 20 -AMP, 120 VOLT SHALL CONTAIN SEPARATE NEUTRAL CONDUCTORS. 10.0 CONDUCTORS SHALL BE STRANDED COPPER A MINIMUM 12AWG, 600VAC, 90 DEGREE C, TYPE THHN/THWN-2 FOR DRY AREAS AND XHHW-2 FOR WET OR OUTDOOR AREAS. 11.0 CONDUIT EXPANSION JOINTS SHALL BE INSTALLED AS PER NEC AND WHERE BUILDING VIBRATION JOINTS EXIST. 12.0 CONDUITS SHALL BE A MINIMUM OF 3/4 INCHES DIAMETER. CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT) INDOOR, SCHEDULE 80 PVC OUTDOOR BURIED UNLESS NOTED OTHERWISE. 13.0 WIREMOLD RACEWAY SHALL A MINIMUM OF 700 WIREMOLD FOR INDIVIDUAL DEVICES AND 2400 WIREMOLD OR LARGER FOR MULTIPLE DEVICES CIRCUITS. WIREMOLD SHALL BE COLOR "IVORY". 14.0 AIC RATING OF NEW CIRCUIT BREAKERS SHALL MATCH RATING OF RESPECTIVE PANELBOARD. SIZE AS INDICATED. 15.0 PROVIDE PULL STRING THROUGH NEW CONDUIT AND BOXES. PROVIDE SUPPORT HANGERS FOR CONDUIT AS NEEDED. 16.0 INSTALL RACEWAY SYSTEMS ENSURING PROPER ACCESS TO EQUIPMENT AND DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. RACEWAYS THAT ARE NOT INSTALLED WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. 17.0 DISCREPANCIES BETWEEN THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS ARE TO BE BROUGHT TO THE ATTENTION OF FACILITIES ENGINEERING FOR RESOLUTION. REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION CD CD Ct CD CD 1311111.11111101111110 10 WON= DATE: — i Ill = z 0 cco August 2 , 2016 FACILITY: 2001 DESIGN: DRAWN: H. TRAN hpt SCOPE OF WORK, GENERAL NOTES, SYMBOLOGY, SUBMITTAL SCHEDULE, AND ABBREVIATIONS ELECTRICAL ABBREVIATIONS ELECTRICAL SUBMITTAL SCHEDULE NOTES E-000 8961548 POLYURETHANE JOINT SEALANT SET WWF DOWN 1/3 OF SLAB THICKNESS /— TYPICAL CONTROL JOINT TO MATCH EXISTING (PRE -WORK) LAYOUT. ARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT: CIVIUENV: REMOLDED BITUMINOUS JOINT FILLER EXPANSION JOINT CONTROL JOINT TRIM EVERY OTHER WIRE AT CONTROL JOINTS ELECTRICAL: MECHANICAL: ALTERNATE SLOPE CONFIGURATIONS (NOT TO EXCEED 3:1) fariffii MEDIUM BROOM FINISH ACROSS WALK'S WIDTH SET REGULARLY SPACED NONFERROUS BOLSTER CHAIRS AS REQUIRED 6" GRASS AND SOIL SHOULDER ON BOTH SIDES (IF CURBING IS REQUIRED, SEE CURBING DETAIL) 6" MIN. TOP SOIL MAINTAIN 6" HORIZONTAL LEVEL SHOULDER REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION REPAIR LAWN AREAS AS REQUIRED PER DETAIL EXISTING LAWN i GALVANIZED WELDED WIRE FABRIC W2.9xW2.9x6/6 1 1/2 " COMPACTED NYSDOT TYPE 6 F TOP (1/4" PER 1ft CROSS PITCH) 2 1/2" COMPACTED NYSDOT TYPE 3 BINDER 6" COMPACTED NYSDOT 304-2.02 TYPE 2 CRUSHER -RUN LEDGEROCK OR CRUSHER RUN COBBLES 6" NYS DOT 304-2.02 TYPE 2 GRAVEL SUBDRAINAGE AS NECESSARY COMPACTED SUBGRADE NOTES: 1.0 1/4" PER FOOT SLOPE MINIMUM FOR DRAINAGE. 2.0 CONCRETE SHALL HAVE 5000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 6% AIR ENTRAINMENT (+/-1%), MAXIMUM W/C = 0.40. 3.0 USE VIBRATORY SCREED DURING PLACEMENT IN CONFORMANCE WITH ACI 309, LATEST EDITION. 4" NYSDOT 703 1A STONE* *EXTEND 10"x12" FABRIC -WRAPPED SAND -FILLED TRENCH DOWN HILL 10' MINIMUM. CONSTRUCT WEEP DRAINS 100' O.C. FILTER FABRIC MIRAFI 500X OR EQUIVALENT UNDISTURBED OR COMPACTED SUB -GRADE 4.0 AFTER SURFACE SHEEN IS GONE, THE CONCRETE SURFACE SHALL BE CURED BY KEEPING CONCRETE CONTINUOUSLY WET FOR 7 DAYS MINIMUM. FOGGING SPRAY PREFERRED METHOD WHERE AESTHETICS IS CRITICAL. 5.0 SCORING PATTERN AND JOINTS TO MATCH EXISTING. CONTROL JOINTS TO BE SAWCUT TO 1/4 OF SLAB THICKNESS. 6.0 SEAL ALL EXPOSED CONCRETE WITH 100% SILANE PENETRATING SEALER. 7.0 WIDTH TO MATCH EXISTING (PRE -WORK) CONDITIONS. 8.0 SEE CORNELL CONCRETE DESIGN STANDARD 033000 FOR ADDITIONAL INFORMATION. NOTES: 1. TAMP EDGES OF WALK DURING INSTALLATION. 2. WALK WIDTH SHALL BE AS REQUIRED TO MATCH EXISTING CONDITIONS. WALKS -PORTLAND CEMENT CONCRETE SCALE: WALKS -HEAVY DUTY ASPHALT PAVEMENT DETAIL SCALE: — CD §2 M a) =z 0 2 VARIES TREE GUARD EXISTING TREE LAWN SEED OR HYDROSEED - AS SPECIFIED. STRAW MULCH - STALKS FROM OATS,WHEAT AND/OR RYE FREE FROM SEED AND WEED SEED NO NON -BIODEGRADABLE (PLASTIC, NYLON, ETC.) EROSION CONTROL NETTING OR MATTING 16' 1141 ,1,111 1t 4'-0" EXISTING LAWN TOPSOIL MIX AS SPECIFIED - 6" AFTER SETTLEMENT UNDISTURBED AND/OR COMPACTED EARTH BACK FILL AS SPECIFIED - 2/3 EXISTING SOIL MIXED WITH 1/3 NEW ORGANIC MATERIAL. 2"x6" (LENGTH VARIES) NOTE: FERTILIZER ADDED PER SPECIFICATION 4"x4" STAKES POST SIGN, 8 1/2"x11", TREE ROOT PROTECTION ZONE, NO VEHICLES, NO STORAGE GRADE BOTTOM RAIL OPTIONAL PLACE AT DRIP LINE clu5 DATE: August2, 2016 FACILITY: DESIGN: 2001 R. CHIANG g DETAILS NOT USED PROTECTIVE CONSTRUCTION FENCING FOR TREES DETAIL SCALE: LAWN AREA -SEEDING DETAIL SCALE: 8961548 800.57 811.58 x802.68 010.70/ '700.24 4193.50 0 11001 gel 011•11 1. ts mesi at amme at '80..85 803.00 //800.20 *21-16 '80.20 CLL '795.63 '802.19 '803.53 811.51 SURVEY N 892 06 %.51 E84t '7.7 Elev.B`13. 1 6 709.83 '801.25 '30J.3.1 '802.80 755.88 DENOTES TREE PROTECTION ZONE: NO CONSTRUCTION, STAGING, STORAGE, / PARKING, OR DISTURBANCE OF ANY KIND / WITHIN 5' OF TREE DRIP LINE — — — DENOTES TREE PROTECTION FENCING PER DETAIL 3/C-301 -------- DENOTES SITE CONTRACT LIMIT LINE 61:51 DENOTES EXISTING GROUND SPOT ELEVATION SCALE: 1:20 820 SITE LAYOUT PLAN SCALE: KEYED CONSTRUCTION NOTES: (1) 1-1/2" SCHEDULE 80 PVC AND (1) 1" SCHEDULE 80 PVC CONDUIT O(2) 1-1/2" SCHEDULE 80 PVC AND (1) 1" SCHEDULE 80 PVC CONDUIT O24" X 36" X 30" DEEP SPLICE BOX OPROTECT STEAM TUNNEL WATERPROOFING. STEAM TUNNEL WATERPROOFING TO BE INSPECTED BY CORNELL UTILITIES BEFORE BACKFILLING. OINSTALL NEW CONDUITS OVER EXISTING STEAM TUNNEL; SEPARATE WITH 1/4" FOAM BOARD. STEAM TUNNEL WATERPROOFING TO BE INSPECTED BY CORNELL UTILITIES BEFORE BACKFILLING. 0 WALL PENETRATION PER DETAIL 2/E-101 07 PROTECT SIDEWALK AND ICE MELT SYSTEM UPON COMPLETION OF WORK, CONTRACTOR SHALL TEST ICE MELT SYSTEM WITH PROJECT MANAGER. IF SIDEWALK OR ICE MELT SYSTEM ARE DAMAGED THE CONTRACTOR SHALL REPLACE THE ICE MELT SYSTEM AND SIDEWALK. 0 SAW CUT PAVEMENTS TO REMAIN REPAIR CONCRETE SIDEWALK PER DETAIL 4/C-301 0g SAW CUT PAVEMENTS TO REMAIN REPAIR ASPHALT SIDEWALK PER DETAIL 2/C-301 WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: 543-0 REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION 10 REPAIR LAWN AREAS DISTURBED BY EXCAVATION PER DETAIL 1/C301 REPAIR ALL LAWN AREAS DISTURBED BY CONSTRUCTION WITH NEW TOPSOIL AS REQUIRED, SEED AND MULCH. 11 PROTECT SHALLOW TELECOMMUNICAITONS DUCT BANK. ASSUME ROCK EXCAVATION WILL BE REQUIRED BENEATH PER PROFILE (THIS SHEET). 0+00 WATERPROOFING 1100 2100 3100 4+00 5+00 82C 810 800 790 SITE LAYOUT PLAN VERTICAL SCALE 1"=4' 10 20 0 0 0) Et co W A�A 0) 0 INIUSIONIN 0 DATE: August 2, 2016 Q _ M X 0 M w U a a W LJ © _ NO TELECOMMUNICATIONS 1 6" WATER TELECOMMUNICATIONS CHILLED WATER SUPPL'e C—ILLED WATER RETURN STEAM TUNNEL STORM 4" WATER 8" STORM GOLDWIN SMIT— HALL — _ P-IALT — z D WALL 4" WATER STEAM TUNNEL ABAND STEAM & RE ABAND 6" WATER ABAND STORM 4" WATER 8" STORM 0 Q < d5 r– �� < Q E Ci) < z Q -j < = Cl_ (f) < Z o < CD Z 0 w .I w 1-- 1 6" SANITARY >-.Z. Q I•- - Q ( (\ 1__ 8" STORM NO _r--- "i ` 0 'I Q I_. PROTECT ADJACEN ASPHALT WALK AND ASSOCIATED IC PROTECT STEAM TUNNEL MELT S"STEM _ — WATERPROOFING -- _ —Al _ . v _ 1 __ EXTENTS(n 1 _—_—_(( 1 L! — 1 I tj I MINIMUM 18" COVER UNDER LAWN AREAS — U� ` �,1�' BID ASSUMPTION 30LF ROCK 24" WIDE & EXCAVATION 12" DEEP 1 I 1 1 MAINTAIN MAINTAIN MINIMUM 24" 1 1 COVER UNDER PAVED AREAS 1 1 a_ CONC — _-- - ------ — ,n I 1 1 — 1 — l 1 I I PROTECT STEAM TUNNEL 0+00 WATERPROOFING 1100 2100 3100 4+00 5+00 82C 810 800 790 SITE LAYOUT PLAN VERTICAL SCALE 1"=4' 10 20 0 0 0) Et co W A�A 0) 0 INIUSIONIN 0 DATE: August 2, 2016 FACILITY: 2001 DESIGN: R. CHIANG DRAWN: jrg SITE LAYOUT PLAN PROFILE SCALE: 1"=20' C-101 8961548 UTILITY SYMBOLS 11 SANITARY SEWER STORM SEWER OPEN DRAINAGE DITCH ELECTRIC OVERHEAD E ELECTRIC UNDERGROUND ELECTRIC DIRECT BURIED TELEPHONE OVERHEAD E (DB) T T TELEPHONE UNDERGROUND E & T ELEC. & TEL. UNDERGROUND T.V. CABLE OVERHEAD T.V. CABLE UNDERGROUND TC TG -(F0)- 11 (FO)- 11 11 CP TS 6"S & 2"R TELECOMMUNICATIONS TELECOM. FIBER OPTICS WATER (POTABLE) HOT WATER (HEATING) HOT WATER (DOMESTIC) CHILLED WATER (SUPPLY & RETURN) _ . CATHODIC PROTECTION (ANODE) CATHODIC PROTECTION TEST STATION STEAM & CONDENSATE RETURN PUMPED CONDENSATE RETURN GAS 44— VALVE • UTILITY POLE (, OR A CATCH BASIN MANHOLE 6"C 1111111111 P.I.V. HYDRANT POST INTICATOR VALVE OR a_— STREET LIGHT � I 0 X X 815.6 818 /////// / /% TUNNELS VAULTS FENCE GRADE ELEVATION GRADE CONTOUR TREE REMOVE EXISTING UTILITY GENERAL ABBREVIATIONS AFF ADJ ALT CC CLG COL CMU CONST CONT DTL DIM DWG EXT FIN FF GA H INCL INT L MAX MIN MISC NIC NTS OC RO SHT STD STL TYP VERT VIF W ABOVE FINISHED FLOOR ADJACENT ALTERNATE CENTER TO CENTER CEILING COLUMN CONCRETE MASONRY UNIT CONSTRUCTION CONTINUOUS DETAIL DIMENSION DRAWING EXTERIOR FINISHED FINISHED FLOOR GAGE HEIGHT INCLUDED INTERIOR LENGTH MAXIMUM MINIMUM MISCELLANEOUS NOT IN CONTRACT NOT TO SCALE ON CENTER ROUGH OPENING SHEET STANDARD STEEL TYPICAL VERTICAL VERIFY IN FIELD WIDTH GENERAL NOTES: 1.0 THESE DRAWINGS ARE FOR USE BY CORNELL UNIVERSITY AND ITS AUTHORIZED REPRESENTATIVES ONLY. ANY QUESTIONS REGARDING THIS PROJECT SHOULD BE DIRECTED TO THE PROJECT MANAGER AS NAMED ON TITLE SHEET T101. 2.0 IF A CONFLICT IS NOTED BETWEEN WHAT IS SHOWN ON ONE PART OF A DRAWING OR SPECIFICATION AND WHAT IS SHOWN IN ANOTHER PART OF THE DRAWING OR SPECIFICATION, OR CONDITIONS DISCOVERED AT THE CONSTRUCTION SITE, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER IN A TIMELY MANNER. IN THE CASE OF A MINOR CONFLICT WITHIN THE CONSTRUCTION DOCUMENTS, THEY SHALL BE INTERPRETED ACCORDING TO THE FOLLOWING HIERARCHY: 2.1 WHERE A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON A SMALL SCALE DRAWING, AND WHAT IS SHOWN ON A LARGER SCALE DRAWING, THE LARGER SCALE DRAWING SHALL GOVERN. 2.2 WHERE A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON A DRAWING, AND THE NOTES ATTACHED TO THE DRAWING, THE NOTES SHALL GOVERN. GENERAL ABBREVIATIONS UTILITY SYMBOLS • /// EARTH BACKFILL GRAVEL BITUMINOUS CONCRETE WitinVit CRUSHER -RUN LEDGEROCK CONCRETE SAND PAVEMENT REMOVAUREPLACEMENT EXISTING GRADE (TURF) UTILITY ABBREVIATIONS ABND BITUM CB CWS/CWR CO CONC COND CW DIA DW EL E EXST FT FW HP HYD ID INV LP MH NG OD PCR PIV PVMT R RD REF REQD X STM STA XX T UD W/ W/O ABANDONED BITUMINOUS CATCH BASIN CHILLED WATER SUPPLY/RETURN CLEANOUT CONCETE CONDENSATE CITY WATER (CITY OF ITHACA DOMESTIC AND FIRE WATER) DIAMETER DOMESTIC WATER ELEVATION ELECTRIC(AL) EXISTING FEET FIRE WATER (CORNELL UNIVERSITY FIRE AND DOMESTIC WATER) HIGH POINT HYDRANT INSIDE DIAMETER INVERT LOW POINT MANHOLE NATURAL GAS OUTSIDE DIAMETER PUMPED CONDENSATE RETURN POST INDICATOR AND VALVE PAVEMENT RADIUS ROAD REFERENCE REQUIRED SANITARY STEAM STATION STORM WATER TELEPHONE UNDERDRAIN WITH WITHOUT 2.3 WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS, AND THE SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. 3.0 ALL REFERENCES TO CODES ON THE DRAWINGS OR IN THE SPECIFICATIONS ARE TO BE THE STANDARD IN EFFECT AT THE DATE OF THIESE DRAWINGS AND ARE TO BE IN COMPLIANCE WITH, BUT NOT LIMITED TO THE FOLLOWING: 3.1 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE 3.2 NATIONAL ELECTRIC CODE 3.3 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 3.4 LIFE SAFETY CODE NFPA 101 3.5 ALL LOCAL TOWN AND MUNICIPALITY CODES 4.0 THE CONTRACTOR SHALL TAKE ALL NECESSARY, PRUDENT OR LEGALLY REQUIRED MEASURES TO INSURE THE SAFETY OF ALL PERSONS WORKING AT, OR VISITING THE SITE DURING CONSTRUCTION. THIS INCLUDES THE ERECTION OF ANY RAILINGS, BARRIERS, STEPS, SCAFFOLDING OR OTHER PROTECTIVE DEVICES AS NECESSARY. 5.0 THE WORK SHALL BE INSTALLED TO GENERALLY ACCEPTED STANDARDS OF WORKMANSHIP, AND SHALL BE PLUMB, TRUE, LEVEL, AND OR SQUARE. EXISTING SITE CONDITIONS WILL BE ACCOMMODATED BY NEW CONSTRUCTION. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 6.0 THE CONTRACTOR SHALL SUPPLY MATERIALS AND LABOR TO ACCOMPLISH THE WORK, AS INDICATED BY THESE DRAWINGS AND ANY ACCOMPANYING SPECIFICATIONS. ALTHOUGH THE DRAWINGS OFTEN SHOW SELECTED VIEWS OF PARTICULAR PORTIONS OF THE WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE COMPLETE AND FUNCTIONING ASSEMBLIES. 7.0 ALL WASTE MATERIAL SHALL BE DISPOSED OF IN A MANNER CONSISTANT WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 8.0 DIMENSIONS ARE FROM CENTERLINE OF WALLS UNLESS OTHERWISE NOTED. ARCH/STRUCT: CIVIUENV: ELECTRICAL: MECHANICAL: REVISIONS: DATE: 5/31/16 - ISSUE FOR SD REVIEW DATE: 6/22/16 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION CD CO CD -E-61 MI MIME 0 — z •a.—U © 8 -15 DATE: FACILITY: DESIGN: August 2, 2016 2001 R. CHIANG DRAWN: rhc NOT USED MATERIALS DESIGNATION UTILITY ABBREVIATIONS NOTES NOTES AND LEGENDS 0-000 8961548 orrill all enerator Cornell University Ithaca, New York LOCATION PLAN - MORRILL HALL/ROOM BOOUD WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED DY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL' enlacement acilities Engineering Architecture & Structural, Civil & Environmental, Mechanical and Electrical Engineering Humphreys Service Building; Ithaca, N.Y. PROJECT SCOPE Remove existing generator. Provide emergency power from Kroch Library Generator to Morrill Hall. Install a Toad bank with automatic controls at Kroch Library to ensure adequate generator engine load during monthly testing. DRAWING LIST T-001 TITLE SHEET CIVIL C-000 C-101 C-301 ELECTRICAL E-000 E-100 ED -101 E-101 E-102 E-400 E-401 NOTES AND LEGENDS SITE LAYOUT PLAN DETAILS REVISIONS: DATE: 5131!16 - ISSUE FOR SD REVIEW DATE: 6122116 - ISSUE FOR DD REVIEW DATE: 7/15/16 - ISSUE FOR 95% CD REVIEW DATE: 8/2/16 - ISSUE FOR CONSTRUCTION AREA OF WORK LOCATION PLAN - KROCH LIBRARY/1ST FLOOR AND MEZZANINE Es SIO SCOPE OF WORK, GENERAL NOTES, SYMBOLOGY, SUBMITTAL SCHEDULE, AND ABBREVIATIONS PARTIAL SITE PLAN ELECTRICAL WORK MORRILL HALL PARTIAL BASEMENT DEMOLITION WORK AND DETAILS MORRILL HALL PARTIAL BASEMENT NEW WORK AND DETAILS KROCH LIBRARY PARTIAL FLOOR PLANS NEW WORK AND DETAILS KROCH LIBRARY DETAILS ONE -LINE DIAGRAM AREA OF WORK -0) cv �z •L C6 © w MCGRAW HAUL 2003 KLARMAN HALL 2013A GOLDWIN SMITH HALL 2013 CD c3.) co co iW O MI MUM C9 oIMM O MORRILL HALL DATE: August 2, 2016 FACILITY: 2001 DESIGN: FE DESIGN DRAWN: jd OLIN LIBRARY 2047 TITLE SHEET STIMSON HALL 2011 URA LIBRARY 2010 McGI4 TOWSE , 2012t T-001 8961548