thomas & brown hall - facilities & services
TRANSCRIPT
New Mexico State University
Contents: 301 – Thomas & Brown Hall
538 Forest Center Plaza
Garland, TX 75042 972-494-2300
www.deltatltd.com
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SYMBOL. DESCRIPTION- SYMBOL DESCRIPTION SYMBOL DESCRIPTION
MIXING BOX SCHEDULE: MECHANICAL CONSTANT VOLUME TYPE WITH CAMPERS, LINKAGES, AND FACTORY MOUNTED PNEUMATIC OPERATOR, 'FULLY ACCESSIBLE g,--
0
. .
CABINET FAN: FAN SECTION FOR CEILING SUSPENSION WITH SPRING VIBRATION ISOLATORS HAVING AN ISOLATION EFFICIENCY OF 85 PERCENT, ADJUSTABLE -7Th '''L_L/
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FITTERS
,
.PRESSURE REDUCING STATION. TOTAL CAPACITY OF 3;040 POUNDS PER HOUR FROM 100 PSIG TO 15 PSIG WITH IRON BODY, SCREWED ASA 250 POUND. FURNISH TWO
FOR INTERIOR FIELD ADJUSTMENT AND CAPABLE OF DELIVERINGTHE SPECIFIED AIR QUANTITY SHOWN ON THE PLANS TO ±-5 PERCENT AT 3,900 FT. ELEVA-
TION WITH A MINIMUM UPSTREAM SUPPLY PRESSURE AS INDICATED IN EITHER THE HOT OR THE COLD DUCT. ALL BOXES ARE TO BE END OUTLET. HE
CURVE SHALL BE AS SCHEDULED AT 3" STATIC PRESSURE. -TUTTLE AND BAILEY MPM, CARNES RTC.. &HEMOSTAT MT,
SYMBOL NUMBER CFM RANGE TUTTLE AND BAILEY MODEL NUMBER MIN. S.P. AT INLET NC AT 3.0"
0 75- 175 A -0.90 40
e 176- 35D 0.90
0 351- 500 C ITS 35
501- 850 D 0.90 40
<0. 851-1300 E 0.75 40
''R 1301-1800 F 0.90 45
C) 1801-280D G 1.20 40
2B00-3800 H i.20 40
SQUARE NECK DIFFUSERS: ARRANGED FOR T-BAR LAY-IN CEILING, STEEL, BAKED WHITE ENAMEL FINISH, REMOVEABLE CORE, ADJUSTABLE, AND SIZED
V-BELT DRIVE WITH BELT GUARD, DOUBLE WIDTH FORWARD CURVE MULTIBLADE WHEEL MOUNTED IN HOUSING WITH DIE FOAMED SIDE SHEETS WITH STREAMLINED
INLETS, REMOVEABLE CASING PANELS FOR INTERNAL ACCESS. RELUBRI CABLE TYPE BALL BEARINGS, ADJUSTABLE MOTOR BASE AND CAPABLE OF DELIVERING
3,500 CFM AGAINST 0.4" TSP, 1270 FPM OUTLET VELOCITY, 535 RPM, 0.51 BHP WITH A 3 4 HP, 1750 RPM, 206 VOLT, 60 CYCLE, THREE PHASE OPEN
MOTOR. TRANE NO. 8 LP.
EXHAUST FANS: ARRANGEMENT TEN WITH HOOD COVERS, CENTRIFUGAL BACKWARD INCLINED WHEELS, RELUBRICABLE BALL BEARINGS, DRAIN FITTING IN BOTTOM
VALVES ARRANGED FOR 1/3 - 2'3 CAPACITY WITH SMALLER VALVE FORDAO POWS PER HOUR WITH 1,1/48 BODY WITH PILOT, AND LARGER VALVE FOR 2,4130 POUNDS
PER HOUR WITH 2" BODY WITH PILOT. JORDAN OR SAKI].
PRESSURE REDUCING STATION: FOR PNEUMATIC CONTROL AIR, 100 PSIG TO 20 PSIG, 15 CFHI MAXINUM AIR FLOW, SAFETY PRESSURE RELIEF, 0-160 PSI INLET PRESSURE
GAUGE, 0 -30 PSI OUTLET PRESSURE GAUGE, REPLACEABLE ELEMENT TYPE FILTER, COMPLETE WITH MOUNTING BRACKETS. HONEYWELL PB902 OR APPROVED EQUAL.
. .
CONVERTERS: STEAM TO HOT WATER EACH WITH CAPACITY TO HEAT 114 GRA FROM 176°F. TO 200 °F. (1,360,000 BTUH) USING APPROXIMATELY 1.430 POUNDS. PER HOUR
OF SCROLL FOR EXHAUST FAN 25, ADJUSTABLE PITCH V-BELT DRIVES, ADJUSTABLE MOTOR BASES, DISCHARGE BIRDSCREEN FOR FAN 25, SHAG VIBRATION ISOLATORS SIZED FOR BO PERCENT EFFICIENCY, AND WITH MINIMUM UNBALANCE AT EACH BEARING NOT TO EXCEED THREE MILLS IN ANY PLANE. MOTOR FOR
FAN 25 SHALL BE SUITABLE FOR 208 VOLT, 60 CYCLE, THREE PHASE CURRENT, AND SHALL BE 1750 RPM OPEN TYPE WITH RELUBRI CABLE FITTINGS. MOTOR
FOR 26 SHALL BE SUITABLE FOR 115 VOLT, BO CYCLE, SINGLE PHASE. AMERICAN STANDARD OR EQUAL
SYMBOL NUMBER CFM S.P. IN W.G. O.V. FPM RPM BHP MOTOR HP SPRING DEFLECTION SYSTEM MODEL NO
.
25 3.100 1,630 1,070 .55 3/4 0.2'. TOILET EXH. HIDE
26 1,060 Liso 1,350 .18 1/3 FUME HEAD H122C
FLOW CONTROL SCHEDULE: PRESET FLOW RATES IN ACCORD WITH THE FOLLOWING SCHEDULE, STAINLESS STEEL WORKING PARTS, PLUS OR MINUS FIVE PERCENT
STEAM AT TEN PAIN. EACH UNIT IS TO WE ARRANGED WITH SHARI IN THE TUBES AND WATER IN THE SHELL. AN EXPANSION CHAMBER OR EXTENSION OF THE
SHELL SHALL BE FURNISHED AT THE U-TUBE END SO THAT NO PART OF THE UNCLE EXTENDS OVER THE SHELL, AND DESIGNED SO THAT THE CROSS OR
PARALLEL FLOW WATER VELOCITY SHALL NOT EXCEED 2-1/2 FEET PER SECOND. MINIMUM SURFACE AREA OF 65 SQ. FT, WATER FRICTION THROUGH THE
SHELL SHALL NOT EXCEED TWO FEET. PROVIDE 150 PRIMO ASA FLANGED STEAM CONNECTION, FLANGED WATER CONNECTIONS, VENT AND DRAIN CONNECTIONS, CAST IRON OR STRUCTURAL.STEEL CRADLES, AND REMOVEABLE U-TUBE BUNDLES WITH 3/4.. OD SEAMLESS COPPER TUBES. BAFFLES SHALL BE TIED INTO THE
BAFFLING ASSEMBLY HEEL AND TOE SO THAT NO TUBE VIBRATION TAKES PLACE. BAFFLES SHALL BE SOFT BRONZE OR COPPER, AND DRAWINGS OF THE BAF-
FLE AND TIE ROD ASSEMBLY SHALL BE SUBMITTED FOR APPROVAL. STEAM CONTROL VALVE TO BE SIZED FOR FIVE PSIG DROP (15 PSIG ENTERING). PATTERSON EEL-
LEY 10-84, BELL AND GOSSETT, ROSS, OR APPROVED EQUAL.
DOMESTIC HOT WATER GENERATOR: VERTICAL ASME CODED DESIGN, STEAM TO HOT WATER WITH STEAM IN THE TUBES, CAPACITY TO HEAT 100 GALLONS
ACCURACY, COMPLETE WITH OWE ELOW METER TO FIELD CHECK THE FLOW RATES. GRISWOLD, OR APPROVED EQUAL.
SYMBOL '
GPM PRESSURE DIFFERENTIAL, A SERVICE .
27 240 7 FT. PRIMARY CHILLED WATER PROD THE -TUNNEL (44°F.)
213 35B 7 FT. SECONDARY CHILLED WATER TO BUILDING (48°F.)
29 114 T FT. HEATING HOT WATER TO BUILDING
RECIRCULATION PUMP:: 1N-THE-LINE CENTRIFUGAL TYPE, BRONZE FITTED, 1750 RPM MOTOR, WITH CAPACITY OF FIVE GPM AT TEN FT. HEAD WITH 1/12 HP
PER HOUR FROM 40°F. 50 I40°F. (84,000 BTUH) USING 90 POUNDS PER HOUR STEAM AT TEN PSIG, WITH A MINIMUM OF FIVE SG. FT. OF HEATING SUR-
FACE BASED ON 0.001 FOULING FACTOR FURNISH COMPLETE WITH STEAM FLOW REGULATOR TO MAINTAIN 140°F !FIVE °F. FURBISH PRESSURE RELIEF VALVE
STEAM CONTROL VALVE TO BE SIZED FOR FIVE PSIG DROP (15 PSIG ENTERING), AERCO 1001 OR APPROVED EQUAL.
CONDENSATE RETURN UNIT: DUPLEX, WITH 15 GALLON STEEL RECEIVER, MECHANICAL ALTERNATOR, GAUGE GLASS, OVERFLOW DRAIN AND VENT CONNECTIONS.
_MATZO-
q)
(9,
EACH PUMP TO DELIVER NINE GALLONS PER MINUTE AT 40 PSI DISCHARGE PRESSURE. EACH PUMP SHALL HAVE A 3/4 HP, 1 750 RPM, 208 VOLT, BO CYCLE, THREE PHASE MOTOR. FURNISH COMPLETE WITH FLOAT SWITCH AND HIGH LEVEL ALARM CONTACTS. ROTH NO. 38S OR APPROVED EQUAL
FLASH TANK, 24_GALLON 'CAPACITY BUILT IN ACCORDANCE WITH ASME CONSTRUCTION FOR 125 PSIG WORKING PRESSURE, APPROXIMATE SIZE, 14'. DIA. X
36" LONG.
WATER MAKE-UP UNIT: COMPLETELY PACKAGED UNIT WITH GALVANIZED STEEL NEON RER HAVING A 32 GALLON CAPACITY COMPLETE WITH PUMP SET WITH
IA ACCORD WITH THE FOLLOWING SCHEDULE: CARNES KTA-40 OR APPROVED EQUAL. USE CARNES KEA-40 FOR UNDERGRADUATE SHOP ROOM NO. 10.
CFM OH DRAWINGS NECK SIZE,IN. MAX. P.O., IN. FRAME SIZE FLEXIBLE DUCT DIAMETER
150-270 9 X 0 .08. 23-3/4 X 23-3/4 9"
271-350 12 X 12 .04 23-3/4 X 23-3/4 10"
351-500 15 X 15 ON 23-3/4 X 23-3/4 IIII
501-700 18 X 18 .04 23-3/4 X 23-3/4 12'
SQUARE NECK DIFFUSERS: ARRANGED FOR T-BAR LAY-IN CEILING, STEEL, BAKED WHITE ENAMEL FINISH, REMOVEABLE CORE, ADJUSTABLE, AND SIZED
115 VOLT, 60 CYCLE, SINGLE PHASE MOTOR. BELL AND GOSSETT HO. 75.
CAST IRON OR STEEL BASE, CLOSE COUPLED TURBINE TYPE PUMP DIRECT MOUNTED TO TANK, MAKE-UP VALVE AND FLOAT ASSEMBLY, OVERFLOW CONNECTION, AND MECHANICAL SHAFT SEAL: FURNISH COMPLETE WITH RELIEF VALVE (SET FOR BO_PSIG) INSTALLED ON THE PUMP DISCHARGE WITH ITS OUTLET PIPED
TO THE RECEIVER. EACH PUMP IS TO HAVE A 1/3 HP, 1750 RPM, 115 HALE, SINGLE PHASE MOTOR VI ITN CAPACITY TO PUMP THREE GPM AGAINST A 30
PSIG BEAD. FURNISH PRESSURE SWITCH AND SET FOR 12 PSIG MAXIMUM. PACIFIC PUMPING COMPANY WSK4405 OR APPROVED EQUAL.
CONDENSATE METER: SINGLE PISTON POSITIVE DISPLACEMENT METERING TYPE, NOMINAL FLOW RATE OF TEN GPM, WITH STRAIGHT READING NON-SET BACK
REGISTER READING IN POUNDS OF WATER. NIAGARA 2.. GV OR APPROVED EQUAL.
CENTRIFUGAL PUMPS: DOUBLE SUCTION, SPLIT CASE, PACKING GLANDS, STAINLESS STEEL SHAFTS AND SLEEVES, 1750 RPM MOTORS FOR USE WITH 208
IN ACCORD WITH THE FOLLOWING SCHEDULE: CARNES KTA-40 OR APPROVED EQUAL.
CFM ON DRAWINGS NICK SIZE, N. MAX. P.O., IN. FRAME SIZE FLEXIBLE DUCT DIAMETER
50-125 6 X 6 .06 11-3/4 X 1-3/4
126-250 9 X 9 .07 11-3/4 X 11-3/4
CEILING EXHAUST REGISTERS: ARRANGED FOR LAY-IN T-BAR CEILING WITH OPPOSED BLADE DAMPER AND WITH BAKED WHITE ENAMEL FINISH. CARNES
VOLT, 80 CYCLE, THREE PHASE CURRENT, AND MOUNTED ON A C.I. DRIP PAN TYPE BASE PLATE BOLTED TO A 4" HIGH CONCRETE PAD. - A I/O"
SPACE BETWEEN THE PAD AND THE EQUIPMENT BASE SHALL BE MADE WITH REMOVEABLE SHIMS AND THIS VOID TOGETHER WITH THE BASE PLATE VOID SHALL
BE COMPLETELY FILLED WITH NON -SHRINKING GROUT.. MODEL NUMBERS ARE WEINMAN, OR APPROVED EQUAL BY CARVER, ALLIS CHALMERS, FEDERAL OR AURORA.
SYMBOL NO. GPM HEAD FT. MOTOR HP EFFICIENCY MODEL NO. SERVICE
10 114 _ 46 3 63 PERCENT 2L4 HOT WATER
I1 114 _ 46 3 63 PERCENT 2L4 STANDBY HOT WATER
GEB 50 7-1/2 77 PERCENT 4L3 CHILLED WATER
HOT WATER EXPANSION TANK: PRESSURIZED DIA.PHRAUM TYPE, ASME CERTIFIED AND STAMPED FOR 125 PSIG WATER WORKING PRESSURE. HORIZONTAL TANK SHALL CONTAIN
6735 OR APPROVED EQUAL.
MAXIMUM CM NOMINAL SIZE, IN.
210 10 X 10
el 22 X 10
1000 22 X 22
CEILING RETURN GRILLES: ARRANGED FOR LAY-IN T-BAR CEILING AND FINISHED IN BAKED WHITE ENAMEL FINISH. CARNES 6705 OR APPROVED EQUAL.
A FLEXIBLE DIAPHRAGM SEALED WITHIN THE TANK. PERMANENTLY SEPARATING THE 12 PSIG A R CHARGE FROM THE SYSTEM WATER. FURNISH LINE SIZE AIR PURGER, FLOAT
TYPE AIR VENT WITH SHUT-OFF VALVE BETWEEN PURGER AND AIR VENT, AUTOMATIC COLD WATER FILL VALVE WITH BUILT -IN CHECK VALVE, PRESSURIZED DIAPHRAGM TYPE
FILAR TO MAINTAIN MINIMUM SYSTEM PRESSURE. AMERICAN TUBE AND CONTROLS AN-40 WITH 22 GALLON TANK VOLUME.
SUPPLY FANS: CENTRIFUGAL, DOUBLE INLET DOUBLE WIDTH, NON-OVERLOADING AIRFOIL WHEELS, ARRANGEMENT THREE, CAST IRON HUBS, CONSTANT PITCH V-BELT DRIVE FOR 150 PERCENT OF THE MOTOR HORSEPOWER WITH ONE EXTRA MOTOR SHEAVE PER DRIVE. ACCESS DOOR IN SCROLLS, MOTORS FOR USE WITH 208 VOLT, 60 CYCLE, THREE PHASE CURRENT. FURNISH SPRINGS FOR THE COMBINED WEIGHTS OF THE FAN, MOTOR. DRIVE, AND CONCRETE INERTIA
BASE, OF THE SPRING ISOLATION EFFICIENCY AND STATIC DEFLECTION SCHEDULED. THE MILLS COLUMNS IS THE DEFLECTION MEASURED IN MILLS OF THE
MAXIMUM ALLOWABLE PEAK TO PEAK VIBRATION AMPLITUDE AT THE BEARING PILLOW BLOCKS IN BOTH THE HORIZONTAL AND VERTICAL PLANES. AMERICAN STANDARD SERIES 134, TRANE AF, NEW YORK BLOWER ACOUSTI-FOIL.
SYMBOL S.P. AT OUTLET VELOCITY BRAKE MOTOR MOTOR ISOLATION ISOLATOR MILLS WHEEL FAN
NUMBER CFM 3800 FT FPM RPM HP HP SPEED EFFICIENCY DEFLECTION UNBALANCE DIAM. CLASS
14 23, 80 5 4.63 2,572 1,392 21.5 25 1750 95 PERCENT 0.356 2 30.. 2
15 23,850 4.83 2,572 1,392 21.5 25 1750 95 PERCENT 0.35" 2 30" 2
RELIEF FANS: ADJUSTABLE BLADE VANEAXML TYPE WA TH CAST ALUMINUM WHEEL AND INTERNAL AIR-OVER DIRECT DRIVE, TOTALLY ENCLOSED, THREE HP,
D MAXIMUM CFM NOMINAL SIZE, IN.
210 10 X 10
480 22 N 10
1000 22 X 22
RECTANGULAR REGISTERS FOR FIXED CEILINGS. STEEL, BAKED WHITE ENAMEL FINISH: FOUR WAY DOUBLE DEFLECTION. CARNES 100, B" NIGH X 28" 121
fl 1
WIDE. WITH HORIZONTAL BLADES IN FRONT. ALSO USED FOR SIDEWALL.
CEILING EXHAUST REGISTER FOR FIXED CEILING: EGG CRATE DESIGN WITH OPPOSED BLADE DAMPER, BAKED WHITE ENAMEL FINISH. SIZED AS SHOWN 1725 RPM, 208 VOLT, 60 CYCLE, THREE PHASE MOTORS, OUTLET CONES, INLET BELLS, 14" HUB DIAMETER, 55 PERCENT TOTAL EFFICIENCY WHEN SUPPLY- ING 7,600 CFM AT 1.02" TOTAL PRESSURE:. PROVIDE SPRING VIBRATION ISOLATORS FOR CEILING SUSPENSION HAVING 95 PERCENT ISOLATION EFFICIENCY WITH DEFLECTION OF 0.2" FIVE FANS REQUIRED. MY IIXIVANE NO. 21-1/4-14-1750 OR APPROVED EQUAL
COOLING COILS. CHILLED WATER, ENTERING AT 48. AND LEAVING AT 56°, VENT AND DRAIN CONNECTIONS ON EACH COIL, 5/8" O.D. COPPER TUBES
ON THE DRAWINGS. CARNES 6735 OR APPROVED EQUAL.
TRANSFER GRILLE: STEEL, BAKED WHITE ENAMEL FINISH, 20 GAUGE HORIZONTAL STEEL BLADES. CARNES 850 OR APPROVED EQUAL.
NOTES:
1. MATERIALS MAY BE ALUMINUM OR STEEL EXCEPT AS NOTED.
2. CEILING SUB-CONTRACTOR SHALL FURNISH ADDITIONAL T-BARS TO PROPERLY SUPPORT AND FINISH AROUND DIFFUSERS AND REGISTERS.
3. EQUIPMENT BY THE FOLLOWING MANUFACTURERS WILL BE ACCEPTABLE IF EQUAL IN QUALITY AND APPEARANCE TO THAT SPECIFIED: &HEMOSTAT, TITUS, TUTTLE AND BAILEY, WATERLOO, AND KRUEGER.
4. DIFFUSERS, REGISTERS, AND GRILLES SUBMITTED AS SUBSTITUTES SHALL HAVE SOUND LEVELS NOT IN EXCESS OF THOSE SPECIFIED.
REFERENCE SOUND LEVEL - 10-12
WITH ALUMINUM FINS AND WITH CAPACITIES AS SCHEDULED BELOW. NON ARI RATED COIL MANUFACTURES SHALL FURNISH EIGHT ROW COILS WITH NINE FINS
PER INCH. MINIMUM COIL SURFACE. ARI RATED AND CERTIFIED COIL MANUFACTURERS MAY SUBMIT ARI CALCULATIONS PROVIDED THAT AIR AND WATER
PRESSURE DROPS. DO NOT EXCEED THOSE SCHEDULED BY TEN PERCENT. TRANE OR APPROVED EQUAL.
. . . . . . . SENSIBLE TOTAL TOTAL AIR WATER TUBE
SYMBOL OA. W.B. D.B. W.B. NEAT IN NEAT FACE FR. FRIO. FACE LENGTH COILS COILS
NUMBER CFI IN IN LVG. LVG. GPM MIA MOH AREA IN FT. CIRCUITING HEIGHT INCHES HIGH WIDE TOTAL
21 47,700 83.7 63.8 55.6 52.6 342 1,280 1,370 85 1.38 18.8 STANDARD 30 102 2 2 4
HEATING COILS: HOT WATER, ENTERING AT 200°F., VENT AND DRAIN CONNECTIONS ON EACH COIL, 5/8" 0.0. COPPER TUBING WITH ALUMINUM FINS.
..,A.--''
SYMBOL TOTAL SQ. FT. FACE AIR FR. WATER FR. FACE TUBE
NUMBER CFM EAT LAT GPM HEAT MBH AREA INCHES FEET HEIGHT LENGTH SERVICE TRANE MODEL NO
. .
22 31,46 63 120 103 1,900 42.5 0.27 3.6 30 102 HOT DECK W-2 ROW-18 FIN-30-10L
TWO REQUIRED .
PERMANENT WASHABLE TYPE, 40 - 20" X 20'. X 2" REQUIRED FOR ONE COMPLETE FILTER BANK. TOTAL AIR QUANTIT
FLOW RATE OF 47,700 CFI WITH FILTER BANK BO" HIGH X 180" WADE. FURNISH TWO COMPLETE SETS OF FILTERS. FURNISH FILTER FRAMES. CONTRAC-
TO TO FURNISH 1-1/2" X 1-1/28 ANGLE IRON SUPPORTS VERTICALLY EVERY OTHER FILTER (EVERY 40 INCHES) TO ADEQUATELY REINFORCE THE FILTER
BANK. AMERICAN AIR FILTER HV-2, DESIGN B, TYPE MW OR APPROVED EQUAL.
GENERAL NOTES, 2.1d) -,
.
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1. ALL CAPACITES ARE AT 3,800 FT. UNLESS OTHERWMSE NOTED.
2. ALL FAN BELT DRIVES ARE TO BE RATED AT 150 PERCENT OF THE MOTOR HP AND SHALL BE FURNISHED INITIALLY WITH ADJUSTABLE PITCH SHEAVES
AND FINALLY WITH FIXED PITCH SHEAVES AFTER FINAL BALANCING IS ACCOMPLISHED. TURN ADJUSTABLE. PITCH DRIVES OVER IT OWNER.
3. COIL SUPPLIER SHALL FURNISH COMPLETE CALCULATIONS INCLUDING ALTITUDE CORRECTIONS TO ESTABLISH NUMBER OF ROWS, FIN SPACING AND PRES-
SURE DROPS REQUIRED FOR EACH COIL. CALCULATIONS SHALL BE IN ACCORDANCE WITH STANDARD CATALOG INFORMATION FURNISHED BY COIL
MANUFACTURER. Id NO CASE SHALL SPECIFIED AIR OR WATER PRESSURE DROPS BE EXCEEDED MORE THAN TEN PERCENT. NUMBER OF ROW. J . G
COILS FURNISHED SHALL BE AS SCHEDULED OR SHALL BE ARI CERTIFIED. PIPING CONNECTIONS SHALL BE AS SHOWN ON DRAWINGS.
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120 VOLT CONTROL CIRCUIT
I.
HIGH LEVEL ALARM (M)
1 °
4 - 0.1
0 L. 9-
L FLOAT SWITCH & MECHANICAL ALTERNATOR
(6)
DUPLEX CONDENSATE PUMP 6
120 VOLT CONTROL CIRCUIT
3 MAGNETIC STARTERS
\\V ON-OFF
O.
CABINET FAN F114
SIMILAR FOR EXH. FAN
',/b VOLT CONTROL CIRCUIT
MAGNETIC, STARTER
N ON-OFF
0
ON-OFF
0
HOT WATER PUMP
TYPICAL FOR HOT WATER PUMP ED WITH EP-5
10
20 VOLT CONTROL CIRCUIT
CHILLED WATER PUMP
120 VOLT CONTROL CIRCUIT
MAGNETIC STARTER
MAGNETIC STARTER
TO FIRE ALARM RELAY IN FA CABINET
0 FAN STOP RELAY
HIGH' LIMITS (M)
#,..-FREEZESTAT (M)
i+ 14 --4-
SUPPLY FAN
. MAGNETIC STARTER
WITH EP-2 & CR-2)
20 VOLT CONTROL CIRCUIT
TO CR -I
OFF -.0
HAND
RETURN -RELIEF FANS 16 In
.120 VOLT CONTROL CIRCUIT
In
/0. MAGNETIC STARTER
(TO CR-2)
:SMOKE DETECTOR 0,11
***ALL OVERLOAD RELAYS SHALL BE AMBIENT COMPENSATED AND SIZED BY MANUFACTURER ON NAMEPLATE RATING OF MOTOR & NOT HP RATING AS INDICATED ON MCC SCHEDULE.
**PILOT LAMPS SHALL BE OF THE LONG-LIFE TYPE. *OVERLOADS ON MOTORS SHALL BE SIZED IN THE FIELD BASED ON METERED RUNNING CURRENT & NOT NAMEPLATE RATING.
*MOTOR CONTROL CENTER SCR EDULE** *** EQUIPMENT NAMEPLATE
DESCRIPTION H.P.
w .
. 41 -1
2 LL y s
PU H BUTTON DR SELECTOR SW.
INTER-
LOCK
WITH FEEDER SIZE
P
B
OFF ON
OFF AUTO
H
S NO NC
III
El Al
SECTION "A" .
COND. RETURN UNIT 3/4 208 3 30 3 3.5A m 1 13 #12 -& I /12-3/ 4C.,
Ali AS COND. RETURN UNIT 3/4 208 3 30 3 3.5A 0 I I 3#I2 & 1#12-3/4C.
E AS HOT WATER HEAT PUMP 3 208 3 30 3 12A I I I
-_-_ 3 #I2 & 1812-3/4C.
0 A4 HOT WATER HEAT PUMP 3 208 3 30 3 I2A I I 3812 & 1#12-3/4O.
El A5 CHILLED WATER PUMP 7I/i 208 3 30 3 30A I 1 3#12 & I#12-3/4C.
A6 SPARE 208 3 30 3
SECTION "B"
NI SUPPLY FAN 25 208 3 100 3 90A 3 I 1 382 & I#6-2" C.- _MI 15 B2 SUPPLY FAN 25 208 3 100 3 90A 3 0 I 382 & 1/6-2" C.
133 RELIEF FAN 3 208 30 3 I2A Iiil I I 3&I2 & 1#12-3/4C.
0 _III
84
CI
RELIEF FAN 3 208 3 80 3 I2A 1 E-1 I 1 3#12 & 1012-3/4C.
SECTION "C°
INCOMING LINE
0 /251
C2
C3
'CABINET FAN
TOILET EXHAUST FAN
3/4
3/4
208
208
3
3
30
30
3
$
3.5A
3.5A
33
e I I
I
I
I
I
3112 & 1812-314.C. IS C4 RELIEF FAN 3 208 3 30 3 I2A 3812 & 1812-3/4C.
E C5 RELIEF FAN 3 208 3 30 3 12A 0 1 0 33 I I 31412 & 1112-3/4C.
0 C6 RELIEF FAN 3 208 3 30 S I2A I I 3#12 & I#42-3/4C.
164
III DI
SECTION "D"
3/4 208 3 30 3 3.5A I I I 3#12 & 1#12-3/4C. 0 D2 3/4 208 3 30 3 3.5A 0 I I 3812 & 1812-3/4C.
D3 SPACE
D4 SPACE
D5 SPACE
D6 SPARE 208 3 30 3 0 I 0
SCHEMATIC LEGEND
SYMBOL DESCRIPTION
X RED PILOT LIGHT
(5 MOTOR OF EQUIPMENT
() COIL OF MAGNECTIC STARTER OR RELAY
CONTACT NORMALLY OPEN ,.14'
CONTACT NORMALLY CLOSED ---.1-r-----
-+ \o.- MANUAL SWITCH
L.
OVERLOAD CONTACTS IN STARTER ..14'
II ELECTRIC PNEUMATIC SWITCH
-:':\-- HAND-OFF-AUTOMATIC SWITCH -,44
E MECHANICAL EQUIPMENT REFERENCE NUMBER
(M) FURNISHED UNDER MECHANICAL SECTION (SEE MECHANICAL DRAWINGS FOR LOCATION OF EQUIPMENT)
WIRING INSIDE MOTOR CONTROL CENTER
WIRING OUTSIDE MOTOR CONTROL CENTER
MCC ELEVATION No NFL£
INDICATES EMERGENCY BATTERY OPERATED LIGHT
8 FIXTURE (TYPICAL)
INDICATES STAIR ORESCENT LIGHT
FIXTURE (TYPICAL)
WEST STAIR CENTER STAIR EAST STAIR
CORRIDOR , STAIR 8 EXIT LIGHT RISER DIAGRAM Nc,
.INDICATES CORRIDOR FLUORESCENT I IGHT
FIXTURE (TYPICAL)
SEE SITE PLAN
FOR LOCATION
474 7-7514-11, o
1:(
A
*:/:
wwwww GRADE
NOTES
4 86 REBARS
83 TIES AT-
12" CENTERS
24" SQUARE
(I) INSTALL A WESTINGHOUSE PROMENADE TYPE 5 #890-D521-07 POST-TOP MERCURY LUMINAIRE WITH 208V,' HPF CONSTANT
WATTAGE LOW TEMPERATURE BALLAST. 1-1100W H33-ICD/E MERC.
LAMP & PHOTO CONTROL UNIT., FIXTURE SHALL MATCH EXISTING
UNIVERSITY SIDEWALK & STREETLIGHTS.
(2) INSTALL A TAPERED UNION METALCCO. #60008-6A-20 ALUMINUM
POLE TO MATCH EXISTING UNIVERSITY POLES.
329
E n EOL
I ZONE #3
.,,,,_---tgi-CORRIDOR
229 0 EOL
ZONES #2 & $ REMOTE
ANNUNCIATOR.), -----CORRIDOR 125-
[5 EOL
EMERGENCY FAN STOP SWITCH SIERRA 5011-WP, FLUSH
MOUNTED, MOMENTARY CONTACT WITH TOP HINGE LIFT PLATE, 5'-6" UP. LABEL "OFF"
'POSITION ON SWITCH AND PROVIDE ENGRAVED NAMEPLATE, "EMERGENCY FAN STOP. RE- SET AT FIRE ALARM CONTROL PANEL". MOUNT SWITCH ADJACENT TO F.A. CABINET.
ZONES '
III 2 #3
1BA1TTERIES1
FA CONTROL CABINET
ANNUM ICATOR "..--TO CIRCUIT E-7
",--TO FAN SHUT DOWN RELAY IN MCC FOR SUPPLY FANS
FIRE ALARM RISER DIAGRAM No SC.,,,L.E.
OFFICE 106
A& ALL
INCANDESCENT LAMPS SHALL BE EXTENDED LIFE TYRE,
LIGHT FIXTURE SCHEDULE 9
TYPE LAMPS '
MOUNTING DESCRIPTION
A 4-F40CW RECESSED SECHRIST #1220K-440-RS-ACR WITH KSH-12 LENS
3-F40CW . PENDANT MOUNT 9'-0" ABOVE FLOOR TO BOT.
OF FIXT. -
UNLESS NOTED
KEENE IL 40-RS WITH FRAMED. STEEL LOUVER
C 2-F4OCW WALL MOUNTED 9'-0" ABOVE STAIR LANDING
GUTH #P566281 WITH ACRYLIC LENS
2-F4OCW CEILING SURF. KEENE #NSV-240-RS, STRIP
E 1 -2008, IF RECESSED PERFECLITE #F-42-I, VERTICAL LAMP
1-1501V.IF RECESSED PERFECLITE 8F-41-I WITH PLASTER FRAME, VERTICAL LAMP MOUNTING
G 2-F4OCW PENDANT MOUNT .9'-0" ABOVE FLOOR TO BOT. UNLESS NOTED
KEENE fSH-240, INDUSTRIAL WITH REFLECTOR
H I-100W IF .CEILING SURF.
IN PLENUM PERFECLITE 8VC-50, VAPORPROOF
I-150W IF RECESSED PERFECLITE /F-21-I, HORIZONTAL LAMP MTD.
K 2-75W, IF WALL MOUNT 6" ABOVE MIRROR
ART METAL #9000
L. 1-150W IF CEILING SURF. P & 5 110
4-200W,A-33 PENDANT MOUNT BOTTOM OF FIX.
10'-0" ABOVE FLOOR
BENJAMIN #V7643
AS REQUIRED WALL MOUNT 6" ABOVE DOOR
PERFECLITE #P-343 .
AS REQUIRED ' CEILING MOUNT PERFECLITE SP-373.
AS REQUIRED CEILING MOUNT PERFECLITE #P-373-T
R AS REQUIRED CEILING MOUNT PERFECLITE #P-373-DA
T AS REQUIRED CEILING MOUNT PERFECLITE #P-873-E
U .1-2001'! IF
R-40 CEILING MOUNT STOW #PMF9
1-150W IF WALL MOUNTED P & S 110 WITH WIRE 'GUARD
1-150WIF RED LAMP
WALL MOUNTED 4'-6" ABOVE GRADE
PERFECLITE HOC-53
X 1-150WIF WALL MOUNTED 11P.9'-0"
ABOVE GRADE
PERFECLITE #VC-53
AID 0
3RD FLOOR
3-3 SLEEVES
HD CI
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2ND FLOOR
3' X 8' X 3/4" PLYWOOD'
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BOARD
I
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CONDUIT
TERMINATE IN TUNNEL, SEE BSMT. FLOOR PLAN, POWER
T 1\ BASEMENT
EXTEND A #6 GROUND CONDUCTOR IN 1/2" CONDUIT TO NEAREST COLD WATER PIPE
TELEPHONE RISER DIAGRAM No
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2" DRILLED HOLE FLUSH SHALLOW FLOOR BOX WITH 2 I/8"-3/4" FLUSH CAP &
1-15A-120V GROUNDING RECEPT. IN BOX. BOX TO BE MOUNTED BETWEEN TEES.
(1 JUNCTION BOX NEAR FLOOR OUTLET
EMT FLEX CONDUIT
FLOOR RECEPTACLE-FLUSHED MOUNTED rp SCALE
NOTES (PLOT PLAN)
(I) EXISTING DISC. SWITCH. REMOVE EXISTING LINE SIDE FEEDER AND REPLACE WITH NEW FEEDER AND CONNECT. SEE NOTE (2) ON SHEET E-I FOR CONTINUATION.
(2) EXISTING DISC. SWITCH. REMOVE EXISTING LINE SIDE FEEDER AND REPLACE WITH NEW FEEDER AND CONNECT. SEE NOTE g ON SHEET E-I FOR CONTINUATION.
FEEDER GROUND CONDUCTOR
SIZED FOR -
FEEDER 0/C DEVICE GROUND NEC 250-95
TO TRANSFORMER VAULT
-
TYPICAL CONTINUOUS GROUND CONDUCTOR WITHOUT SPLICES
TYPICAL ON1NSULATED GROUND BAR
GROUNDING ENCLOSURE
TYPICAL INSULATED NEUTRAL BAR
_ _I 120/208V PANEL
BRANCH CCT. GROUND WHERE REQUIRED SIZED ON 0/C DEVICE "PER NEC 250-95
SERVICE ENTRANCE EQUIPMENT
OVERCURRENT _ - -
I
;--DEVICE AS t4 `1--
SCHEDULED
1
MOTOR
_ OR
I
STARTER 1
___/ I
MCC 4
1
-J GROUND BUS
BOND TO SERVICE EQUIPMENT ENCLOSURE PER NEC 250-94(a)
'
OR 25% OF SERVICE PHASE
CONDUCTOR OVER 1100 MGM
SERVICE AND COMMON MAIN GROUNDING CONDUCTOR PER NEC 250-94(a)
NJ - 120/2080,3Q- 4W SERVICE
OTOR
SIZE ON 0/C DEVICE PER NEC 250-95
BOND TO MAIN INTERIOR COLD WATER
SERVICE PER NEC 250-94(a)
60, OF BARE COPPER CONDUCTOR EMBEDDED IN BOTTOM OF CON. FOUNDATION FOOTING IN CONTACT WITH
EARTH PER NEC 250-83(a)
TYPICAL GROUNDING DETAIL SCALE
G__
THW c
,
EXISTING GODDARD HALL
NEW E E BLDG.
PARTIAL PLOT PLAN sALE: = vzo-o"
-ELECTRICAL LEGEND ,
SYMBOL DESCRIPTION
CEILING OUTLET, LETTER DENOTES FIXTURE TYPE
WALL OUTLET
EXIT LIGHT ..
RECESSED INCANDESCENT
FIXTURE
FLUORESCENT FIXTURE -
EMERGENCY INSTALLATION
BATTERY OPERATED LIGHTS, SEE THIS SHEET FOR
DETAIL.
WALL SWITCH, SPIT, 4'-6" ABOVE FLOOR UNLESS NOTED. LETTER DENOTES CONTROL
THREE-WAY SWITCH
FRACTIONAL HP DISCONNECT WITH THERMAL OVERLOAD PROTECTION
DUPLEX CONVENIENCE OUTLET, P-0" ABOVE FLOOR UNLESS NOTED
1201240V COMBINATION' RECEPTACLE, I'0" ABOVE FLOOR UNLESS NOTED
FLOOR BOX WITH 110V RECEPTACLE UNLESS NOTED.- SEE DETAIL THIS SHEET.
MOTOR OUTLET AND SIZE IN HP
TWO DUPLEX CONVENIENCE OUTLETS, WITH TWO GANG COVER PLATE.
JUNCTION BOX AS NOTED OR REQUIRED
DISCONNECT SWITCH
LIGHTING PANELBOARD
FIRE ALARM CONTROL CABINET
TELEPHONE TERMINAL BOARD
RACEWAY, CONCEALED IN WALLS
OR CEILING
RACEWAY, CONCEALED IN WALL OR FLOOR
TELEPHONE RACEWAY '
EMERGENCY CIRCUIT.
HOMERUN TO PANELBOARD
TELEPHONE HOMERUN TO TERMINAL CABINET, I. CONDUIT UNLESS
NOTED
NEUTRAL, HOT, SWITCH, & GROUND CONDUCTORS, RESPECTIVELY
CONDUIT STUB-UP
GROUND CONNECTION
WEATHER PROOF '
TELEPHONE OUTLET, WALL I'-0" ABOVE FLOOR UNLESS NOTED
FIRE ALARM BELL, 7'-6.' 'ABOVE FLOOR
FIRE ALARM STATION, 5'-0" ABOVE FLOOR
DRY TYPE TRANSFORMER
4 11/16" SQUARE FLUSH BOX, UP' 4,-6" ABOVE FLOOR
MECHANICAL EQUIPMENT REFERENCE
NOTE REFERENCE
FURNISHED BY MECHANICAL __. .
. ,.., . ..,.. ..
_ CLOCK OUTLET, FOR CLOCK OUTLETS ABOVE CHALKBOARDS. MOUNT CLOCK OUTLET MIDWAY BETWEEN CHALKBOARD. FOR CLOCK OUTLETS IN 8,-0. CEILING MOUNT CLOCK OUTLET UP 7,-0" ABOVE FLOOR
PLUGMOLD 33000, .SURFACE MOUNTED, MOUNT PLUG MOLD UP 24" ABOVE FLOOR UNLESS. NOTED. PROVIDE & INSTALL DUPLEX OUTLETS
'
&COVERS AS INDICATED BY SYMBOL((). PROVIDE 8 INSTALL ALL FITTINGS & CONNECTIONS TO FORM A COMPLETE WORKING SYSTEM. PROVIDE FLUSH' POWER. SUPPLY JUNCTION BOXES
EMERGENCY BATTERY OPERATED UNIT no scALe
NOTES
(I) INSTALL ASIDE MODEL "F. WITH 3-LEC-3 MA1NTENENCE FREE BATTERY UNIT.
(2), 1 1/4" X 1 1/4" X 1/4" ANGLE FRAME ALL AROUND BASE OF FIXTURE
(2) 1/4" GUSSET PLATE EACH SIDE. 5" LONG ON SIDES.
(2) INSTALL DUPLEX RECEPTACLE FLUSH IN WALL ADJACENT TO BATTERY UNIT. (TYPICAL) -
(2) CONNECT RECEPTACLE TO NEAREST 120V LIGHT CIRCUIT ON EMERGENCY POWER.(TYPICAL UNLESS NOTED)
(2) 3/4" CONDUIT OUT TOP OF BATTERY UNIT REMOTE STAINLESS STEEL DEVICE WALL PLATE WITH TWO 25W, 6 VOLT ADJUSTABLE SEALED BEAM LIGHTS. MOUNT LIGHTS AND PLATE 6" BELOW CEILING.
PANEL SCHEDULES
PANEL"BA" I20/208V-39-4W-225A MAINS WITH LUGS ONLY, FLUSH MOUNTED, TOP FEED.
26-20A-IP BRANCH BREAKERS CCTS. 1-26
5-20A-IP BRANCH BREAKERS CCTS. 27-sl (SPARES)
5-20A-IP SPACES ONLY
PANEL"E" 120/208V-3W-4W-100A MAINS WITH LUGS ONLY, FLUSH MOUNTED, TOP FEED.
6-20A-IP BRANCH BREAKERS CCTS. 1-6
I-20A-2P BRANCH BREAKER CCT. 7
4-20A-IP BRANCH BREAKERS CCTS. 8,10-12
6-20A-IP SPACES ONLY
PANECIA1 120/208V-3d-4W-225A MAINS WITH LUGS ONLY, SURFACE MOUNTED, BOTTOM FEED.
51-20A-IP BRANCH BREAKERS CCTS. I-22,24,26,29-42 43-49,51,53-56
I-20A-2P BRANCH BREAKER CCT. 50
1-60A-3P BRANCH BREAKER CCT. 23
10-20A-IP BRANCH BREAKERS CCTS. 57-66(SPARES)
4-20A-IP SPACES ONLY
PANEL 1E14 120/208V-30-4W-225A MAINS WITH 125A-3P MAIN BREAKER, SURFACE MOUNTED, BOTTOM FEED.
33-20A-1P BRANCH BREAKERS CCTS. 1-15,17-19,21-30 32,34,34 -.36,38__._
I-20A-2P BRANCH BREAKER CCT. 31
5.20A-IP BRANCH BREAKERS CCTS. 37,51.42(seuns)
PANEL"27," 120/208V-30-4W-225A MAINS WITH 125A -3P MAIN BREAKER, SURFACE MOUNTED, TOP FEED.
83-200-IP BRANCH BREAKERS CCTS. 1-35,37,39,40
I-20A-2P BRANCH BREAKER CCT. 36
6-20A-IP BRANCH BREAKERS CCTS. 4I-48(SPARES)
4-20A-IP SPACES ONLY
PANEL"2/3"1 120/208V-50-4W-225A MAINS WITH I25A-3P MAIN BREAKER, SURFACE MOUNTED, TOP FEED.
39-20A-IP BRANCH BREAKERS CCTS. 1-36,38,40,41
I-20A-2P BRANCH BREAKER CCT. 37
6-20A-IP BRANCH BREAKERS CCTS. 42-49(SPARES)
5-20A-IP SPACES ONLY
PANEL"3A" 120/208V-30-4W-225A MAINS WITH 125A-3P MAIN BREAKER, SURFACE MOUNTED, TOP FEED.
38-20A-IP BRANCH BREAKERS CCTS. 1-33,35,38-40
I-20A-2P BRANCH BREAKER COT.
7-20A-IP BRANCH BREAKERS CCTS. 41-47(SPARES)
5-20A-IP SPACES ONLY
PANEL "36 "I 120/208V-39-4W-225A MAINS WITH 125A -3P -MAIN
BREAKER, SURFACE MOUNTED, TOP FEED.
38-20A-1P BRANCH BREAKERS CCTS. 1-36,38,40
I-20A-2P BRANCH BREAKER CCT. 37
7-20A-IP BRANCH BREAKERS CCTS. 41-47(SPARES) 5-20A IP SPACES ONLY
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CO
ENERGY MANAGEMENT SYSTEM FOR
NEW MEXICO STATE UNIVERSITY
BRIDGERS AND PAXTON CONSULTING ENGINEERS, INC.
ALBUQUERQUE, NEW MEXICO
INDEX OF DRAWINGS
SHEET NO. BLDG. NO NAME SHEET NO. BLDG. NO. , NAME
I CAMPUS TUNNEL LAYOUT 284 PAN AMERICAN 2 TRANSMISSION LINE LAYOUT 278 , BRANSON LIBRARY 3 DETAILS 278 BRANSON LIBRARY
4 SENSOR DETAILS a LEGEND 276 WALDEN
5 DETAILS 263 I?S.L.
6 CHILLER PLANT FLOOR PLAN 249,250 MUSIC,THEATRE OLD AGRICULTURE 7
8 368
364,365 .
NEW AGRICULTURE ENGLISH SPEECH
244 189,190 188
ENGINEERING ANNEX, JETT HALL 9 363, 364 SOLAR ENG1NEERING,SPEECH , 187 CHEMISTRY
10 341 DONA ANA BRANCH 184 BR1CLAND II 338 EDUCATIONAL SERVICE 172 HADLEY 12 330,282,323 SOLAR AGRICULTURE,STUCKY,HAROMAN 225,126 RESEARCH CENTER,COMPUTER SCIENCE 13 301 THOMAS BROWN 83 MILTON 14 288 GUTHRIE 60,248 ART GALLERY , REGENTS ROW
.15 288,321 GUTHRIE,ACTIVITY CENTER 34 34
FOSTER (NEW) 16 287 O'DONNEL FOSTER (OLD ) 17 285 CORBETT CENTER
,
118
20 21 1
23 24 25 26 27 28 29
30 31 1
3 33
34
PHYSICS
S-N
y(12
10
3A9e
SW
VI7
71
393-
116)
BLDG. NO. BUILDING NAME
368 NEW AGRICULTURE
365 ENGLISH
364 SPEECH
363 SOLAR AGRICULTURE
341 DONA ANA
338 EDUCATIONAL SERVICES
330 SOLAR AGRICULTURE
323 HARDMAN 321 ACTIVITY CENTER
301 THOMAS BROWN
288 GUTHERIE
287 O'DONNEL
235 CORBETT CENTER
284 PAN AMERICAN
282 STUCKY
278 BRANSON LIBRARY
276 WALDEN
275 GARCIA DORM
263 P.S.L. 262 POST OFFICE
261 STUDENT HEALTH
260 WOMENS RESIDENCE CENTER
251 NATATORIUM
250 MUSIC
'249 THEATRE
248 DORM
244 AGRICULTURE
226 ALUMNI
225 RESEARCH CENTER
190 ENGINEERING ANNEX
189 JETT HALL
188 PHYSICS
187 CHEMISTRY
184 BRICLAND
172 HADLEY
126 COMPUTER SCIENCE
83 MILTON
60 ART GALLERY
34 FOSTER
269 CHILLER PLANT 289 SUBSTATION
266 IRRIGATION PUMP#5
1'28;1
UNIVERSITY AVE,
Li
O
COLLEGE DR,
LEGEND 197
1
I- SHADED BUILDINGS ENTERED BY EMCS SYSTEM
EXISTING UTILITY TUNNEL
or 244
368
NORTH
9
0
7
80
YOUTH
189
190
275
11
HORSESHOE
0 if 34
301 278
jL
FREE ER ST
194 I
t4r _LA
303 -
so c9
204
HOO
355
-1331
330
363
sta I 6'5
L269111," rr)
263
t
112E101 r-216
I
-031.
1281
D 0 0 0 0.1
0' 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 o 0
276 1
_ VAUGHAN ST
-121
GREGG
82
Pf-- 167 L 023
TEWART Sr
58
li LI
323
_IL ft.
250
249 lL
2 fy
184
2
338
STEWART ST
9
0
284
287
0 Dwim°,9ERDLe°
\ o 0 0 0
0 0
0
0 &JILT,/
2
O DOD 0 0 0 0 0 0
0 P 0 0 0 0 0 0 0 0 \ 0 0 0 0 0 rl
0 c) 0 0 0 T El 0
0 0 0
0 0
D 0' 0 D .,`') o o 0 r`l! 0 D. 2 0
-.1 ',ID 0 10 12:0 D'-i0 'D. 0 0.10 On'0 0
'NI 0 ID a0 0 ' , ' ( 3 0 6 1 0 of 0
?1L_
' 0 a 0 1 ?:, ?ol. . - --
sr 000( :)000 0 0 \
0 0
0 0 0 \ \
0 0 0 0 N 0
0
DT \C-WELLS
0 0
D fo o_h
7)
0 0
O
O
o 0
-1
TENNIS
0
321
=
272
1 1
Z71
U
1 1
273 fl
r-1 274
342
=
-
PROJECT NO
REV ISIONS NMSU ENERGY MANAGEMENT SYSTEM
FOR
NEW MEXICO STATE UNIVERSITY
BRIDGERS & PAXTON CONSULTING ENGINEERS, INC
'ALBUQUERQUE, NEW MEXICO
JOB 2804
eriae! CHECKED
M.
39g8, SHEET
).,
1..... - .l
329
l II '
!
I I
0 Selo
L_
245
1621
98
241
239 238
I 1
C;71
U
164
199
A
ti
O
0
5 OAN sr.
2
36 235 234"
I
I] _ L L
161
es:.2
0 r - rn 0
0
--7 -1
0 \ 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
rji N 0 0 0 0 0 0 0
,' 0 0 0 0 x, 0 -i a. 0 0.0
0 0.0 0-0 0 0
I C 0 0
0 0
-s.L.AV' -)
tb
0
LJJ
1
I I
211
251
226
a
L-_
0 LI -"
a
G.
dowoRwER
SLOAN ST.
GIRTH HORSESHOE Claw' wg'err.r supply re-6.)t-n /Pressures
Three,- irrigation Pump
ti 323
275
Steam ec17///edrVaier f/o14 chilled water meters' for 8/a'i 275 _,,Zreturne-essrures..._
Steam cci ?was- "2:
L of budding 285 in tuna/
'5te_am-1 chinad water flow metars for 1)0W/el 2134 in tune/
HORSESHOE /
wafer F/01\ .1 meters for c.,1/0//173 262 \in -tunnel.
N" Direct fiu bred- «-
/ /-"" / 5(eum chilka/ Kegfar
Pow me /¢r5 lcar
oki section 07' Ble& 255 fi?Co..ine/
buried.
SYMBOL LEGEND
REMOTE POUTER TERMINAL NE51 CAM CENTRAL. EASt CAMPUS ttoKrH CAMPUS
NoTE All above are two CZ) Shielded pair (C41 conjucior).
O5. Direct buried Reuse exis. cond.
26 ,stal
STEWART ST &male terminal in heatm3 plant See ,9111, 2 For arrangement
263
Fob 303
0,reC7' buried Ems 9 Butia6 Condi/H-
i
I 80 216 I 4
I S&-am I thilkd water [ flow mcters 7iur- 45/4/5)
218 on -6.inrie/ Ste-am G ch///ea' wafer flow meters for V/U/77/7/.
ave (226) bi pump room
0
Steam f?ow /meat. for 5/dg. 541 In ke154Men/ mash. coo
N
L, , 0 0 0
0 0
0 0 0 0
0 0 0
0 0
Q 0 0) 0 0 o o O 0 0 0 r'' 0 0, 0 O 0 1 o o 0 p. D 2 0 0 0 1 0 0 l''' 0
-1 00 0i 0' 0 '0 0 0 cS 0 o oi o A,
_Poi_ - -?3L___.
o 0 0
o o 0
O \\O 0 O 0 O 0 0
O 0 O O
0 0 0 1 0 0
0 0 O `-'1 0 0
0 0 0
001 000 O 0\ 0 0 0 \ 0- 0
00 00 ---71-1
0 0 NIGER
0 II 0 0 0
0 0
O
0
O 0
O 0
D 0 0
0 O 0 0
0 o 0
Direct buried conclolf 6y Owner
0 0 0 0 O o
0
Hz711 DIUDOVID S BARTON
1211 L 1400 6.10018'
274 - 0.
0 0
Control ream next to physic a/ plant. Su. shut 2. ,6r 4i-rezeigemani of eyopr-m#
PROJECT NO
RE VAS IONS
3 AC__ -Kc WELLS S T j\_\(
NMSU ENERGY MANAGEMENT SYSTEM
FOR
NEW MEXICO STATE UNIVERSITY
BRIDGERS a PAXTON CONSULTING ENGINEERS, INC
ALBUQUERQUE, NEW MEXICO
JOB 2604
ORAWN A(4. CHECKED M. C.,
2/27E/BI SHEET.
it P LI .5 - -
- - - - EXTRA
;
-
UNIVERSITY AVE. 1 r
I
' IL
-/
j_75LI_EqE DR.
I
Li
(-1" ,t7 suppiy
flow rim-e'er-6 far neve secflon
Chilled wffeer SUPP/__V f trevr/Y ,Yrssdre L
1245
329 , i 99
..0 1166 '11
'su VAUGHAN SC' 21
/ Grp i eh,
/
Direct
S rip 0
Chilled water supply return /art suits
1
gYeedi bun,
391,
00 0 0 0 L
1.9,-, r 1
i C 0' -0---\(\ ...cuar Id \ 0 0 0 0 0 0
g . V \ °W117- R° r*C3
0 0 0 C.100: i
. -
0 0 0 0
0 ! [ I
ii
Cl .
° 0 I 1 3 i 0 0 0 0 1
0 l' 0 rc 0 ''li "Y1'. ° IYII
0 L-,
0 o
o ,c i o )a 0
..D7 D [77.- , i 0 0 \0 -10 i- 0 ---.----..(3 41 \ .
Installed
ao raw
* 14.
2
REMOTE, SOFTWARE 50EforzT 4 5 Y5T M DIAGNOSTICS
O BLACK AND WHITE CRT
-CRT WHEN NOT NJ USE FOR iREMOTE CONTROL WILL RESIDE ILf 150ILEK PLANT OFFICE,
PORTABLE CRT O
LOCATED IN BOILER PLANT OFFICE,:
MODEM
MODEM REMOTE PRINTER / KEYBOARD
'MODEM
COLOR CRT
DIAL-LIP MODEM
SYSTEM PRINTER
ALARM PRIM TER
MODEM
APPROX. 5000' zpAIK ngLooki
SPARE 5 PARE
IN THE EVENT OF A p1515 FAILURE THE 515TEhl I I MUST PE ABLE TO RUN OH THE SECOND DISK I
' !Disk]
TIONAL DATA PROLE 551116 UNITS CDrL1) IN THE EVENT OF COMMULII6ATIOKI 5 FAILURE WITH THE CPU, THE DPLi's WILL coLITIQuE TO OPERATE - THE EUILDIK.16.1 5 WITH RESIDENT FRoCIRAF,15,
0151( CONTROLLER
"-SW 'V AL 500510Z5 'INTER FACE
DATA FRocE5511,46, LIMIT
F fEOLIIK:ED
DATA PRocE55106 UNIT
Ou1tOild6 PAIJELH oR (FIELD INTERFACE
DEVICES CFID)
FID
FID
PIP
V V TO OTHER BUILDING PANELS
IUTFFFACE-
2
1
- CENTRAL minim On memory 51ze(Centrdi.Va PROcE551N6 Data Processing Units) /Zell' /6 Bit words UNIT
CENTRAL COMMUNICATIONS CONTROLLER. __J
DATA PROCESSING UNIT
H FID
FID
FID
H FID V
ltdTERFAcE NIUFACE
FUTURE LAJ65 FOR EITHER. HARDWIRE OR TELEPHONE. MODEM HOOK-L112.
13L1iLDI1JG PANELS
F/P Lull/ continue to operate even with communication failure to Central computer.
;ENERGY MANAGEMENT SYSTEM SCHEMATIC; 0 SCALE: NONE,
PPE:) BUILDING
z
7urirktI0N5 USED ON EMS SYSTEM.
2:0'
ELECTRIC, TELEPHONE,
iSLDC, DATA LIME ENTRY
DISC f TAPE STORAGE.
CABINET W(DOOK5 BY OWNER, 18' INSIDE
WIDTH.
COMPUTER
CRT
ALARM PRINTER WILL BE MOVED INTO 5L6G.
OWNER
51 ItM PR/ AfTER
REFERENCE IDENTIFICATION PLANS
Counter by 00,751' Exi5rINCt CrIU WALL
WINDOWS ABOVE COUNTER.
ENERsi MANAGEMENT
NMSU
ALARM fIZIKITeR.
Gi!!!!iiii. 8' 6' 4' 2' 0 ;CONTROL ROOM LAYOUT 'alp
1/8" = 1'0" SCALE: 1 /8":1'-0"
Contractor tail/ provide a Cable long enough to stretch to location cle512 naiad by owner.
EQUIPMENT SCHEDULE
SYMBOL DESCRIPTION
O
O New I4 conduit supported every /CY-0"
00, provide e junction box et every tonne/ intersection and el Avers building Cake aPE Provide a junction box every ZOO'-0" or! long runs.
TYPICAL TUNNEL SECTIOa SCALE: NONE
CENTRAL PROCESSING UNIT: This unit will be capable of the following minimums: Main Memory Type: Main Memory Size. Cycle Time: Parity Check: Arithmetic Function: Interrupts: Construction: Features:
Manufacturer:
MOS (with optional core) 128K words 725 Nanoseconds Full check with 1 bit per 8 bit byte. Hardware multiply and divide. 8 levels of vectored priority level restored interrupts. Rack mount including disks and transports. CPU Console Emulator Integral Bootstraps for Common Peripherals Auto Self-Test Power Failure Protection Memory Management and Protection Battery Back-up Digital Equipment Company, Model PDP 11/44 or approved equal.
AUXILIARY MEMORY: Provide two each rack mounted auxiliary 10.4 megabyte disks. System shall be expandable to four disk units. Auxiliary memory shall be capable of the following minimum specifications:
Capacity: Capacity-Formatted 10.4 Megabytes/Disk Capacity-System (TV /CPU) 41.6 Megabytes Capacity-Storage Removable Cartridge Average Transfer Rate: 512.5K bytes/second Access Time: Disk Speed Track to Track Random Seek, Average Random Seek, Max.
1500 RPM 12.5 M Sec. Avg. 55 M Sec: 85 M Sec.
Manufacturer: Digital Equipment Company Model RL02, or approved equal.
MULTIPLEXER: Provide a programmable multiplexer for 8 or 16 communication lines to connect with system peripheral devices. Multiplexer shall be equippped with a 'time sharing bus for operation at baud rates up to 9600, addressable on a dial up basis using full duplex terminals and shall be capable of generating and detecting break characters. Speed: Data Rate: Character Size: Transmission Mode: Parity: Capacity: Manufacturer:
Program selectable to 9600 baud. 15 Std. speeds and 2 external inputs. 5, 6, 7 or 8 bits. Full duplex. Parity generation and checking. Receive 64 character hardware buffer and up to 128 lines. Digital Equipment Company Model DZ111 with PDP 11/34 Unibus, or approved equal.
ALARM PRINTER: Provide two (2) combination printer/keyboards. These units shall function as alarm output printers and to provide communication and program changes with the central processing unit, These printers shall have alarms for carriage malfunction, no paper, and the receipt of bell codes. Printing Speed: 180 Characters/Second Signal Speed: 9600 Baud Number of Columns: 132 Characters: 96 ASCII set Printing Type: Input 7 x 7 dot matrix. Paper Width: To 14-7/8" wide continuous. Paper Feed: Auto align tractor type. Manufacturer & Model: Digital Equipment Company Model LA120
SYSTEM LINE PRINTER: The line printer shall contain any necessary interfaces to the CPU for the principal purposes of signalling status, interrupt, and controlling input.
Number of Columns: 132 Speed: 300 Lines/Minute Print Hamm as: 132 (1 per character) Manufacturer and Model: Digital Equipment Co. Model LP11-V with M'7258 quad module.
COLOR GRAPHICS TERMINAL: Output from the CPU shall be capable of being displayed and easily changed or updated by the system operator on the color graphics terminal. Provide a light pen to generate schematics and serve as an operator's tool to command system action.
Display Area (13" x 10"): Alpha Numeric Mode Format: Character Set: Baud Rate: Colors: Refresh Rate: Resolution: Manufacturer and Model:
(130 sq. in.) 48 lines x 80 characters/line 64ASCII -9600 Baud 8 foreground independent of background 60 times/sec. 160X by 192Y Intelligent Systems Corp. Model 8901-G.
BLACK AND WHITE CRT: The operator's terminal shall be a combination CRT and keyboard providing the man -- machine interface to the central processor unit. It acts as input device by which the operator enters information into the computer and it acts as an output device by which the computer communicates back to the operator. The unit shall be quiet operating without the need for cooling fans.
Screen Format: 24 Lines x 80 Characters Character Set: 96 ACSII Keyboard: Standard typewriter layout plus operational keypad.
Baud Rate: 75-9600 baud, switch selectable Manufacturer: General Terminal Corporation GT-101
O FLT ABLE 'C R T. Provide a remote terminal with an acoustical coupler and full ASCII
keyboard. Interconnection of the remote terminal to the CPU shall be made through any commercial telephone on a dial-up basis.
Character Set: 96 ASCII (Keyboard must be attached.) Transmission Speed: 1200 Band Acoustic Coupler Speed: 12 Manufacturer and Model: General
rtaln Terminal Corporation GT-101
PROJECT NO
WE V SI055 NMSU ENERGY MANAGEMENT SYSTEM
FOR
NEW MEXICO STATE UNIVERSITY
BRIDGERS B PAXTON CONSULTING ENGINEERS, INC.
ALBUQUERQUE, NEW MEXICO '
.2%96,14
DRAWN
CHECKED M. 6
l? /a'. SHEET
( PORTABLE
I I CRT
81z3
fuisi I
FID
(FID I-
z
- - - -
I
- IFID
I
J
1
0
8'
Z.21
DY
DING
9-0 ( 8"
A. 8.
710
Surface mounted electrical box
OUTSIDE AIR TEMPERATURE SENSOR 0 TYP. DUCT AIR TEMPERATURE SENSOR ® SCALE: NONE SCALE: NONE,
wires from RTD ren //7 candent Yo 61J/476/S
/Pane/ or- provide ce6k_ damp
Thread -o-let
Thermal p=krinj
TYP. , WATER TEMPERATURE SENSOR SCALE: NONE
-New Contra/ Circuit-
/Veal Demand Limiting ,24 yoll Circuit Hilton Hall F/0
Typ. of two (.2)
Fx
One leg of secondary power cable
Current transformer 0(Typ. of .5":)
Signal (and/honer 0(7/' of 51)--
/15V
4- Zonba.
budding panels
TYP. SUBSTATION POWER MONITORING ®®
Rz #W.75
R-3= Wall /
Exist, /05 VS.C. Circuit on M37-0- Leased Lines-04 frIst. Terminal in l New Terminal in Milton Heal
t Hilton Hall
Exist Marcoe Lava/ Switch on /dater Tank
xist Relay R= tiler/ Pi kr- /dell or'l0
SCALE: NONE
kHH2-1
Auto Off
rnd _Starter
Lir/5A Wall Pump Circuits for 11/a/15 '9% or i'./0
I Aulo
Off - Hand _Starter
Existing b/¢// Pump"! Circuit
WELL PUMPS#1,#9 & #10 CONTROLS
D.C.
d+A(r--- /Locale. Switch /17 Cold Alatar Hake -Up Line to biota,- System
nearest budding Pane/ TYP STEAM -& CHILLED WATER FLOW METER
SCALE: NONE. wires from pressure
sensor run through fund EXTEND '& RUN WIRES INSIDE_NEW,
conduit to nearest 1w/ding . . .
PVC ,CONDUIT SEE DETAIL 313- pane/
Senor 8O
Shut -off va/ve
Thread -0- let
TYP, CHILLED WATER PRESSURE SENSOR SCALE: NONE,
volts
Binary input@ Central Chilled Water Rant f/P
0.0,
-141/1-
Pressure Switch Closes R 55 psi alarms& EMC5 Con3ola defeats demand limit .Logic on /dell Pumps
DOM.C.W. LOW PRESSURE ALARM CONTROLS
EQUIPMENT SCHEDULE
SYMBOL DESCRIPTION
O
O
O
ORFICE PLATE Manufacturer: Vickery-Simms
DIFFERENTIAL PRESSURE TRANSDUCER
Accuracy: ± 0.25% of Span Long Term Stability: ± . 25% of full scale per 6 Months Power Supply Capability: 14-45 volts Construction: All solid-state construction. All semiconductor components burned-in at factory.
Reverse signal protection. Output: 4 to 20 MA DC Two Wire Adjustments: External Span and Zero Adjustment Manufacturer: Bailey
PLATINUM RTD. Accuracy: ± . C plus 0.2% of absolute value of temperature being measured. Minimum Range: -40 to 500° F Manufacturer: Yellow Springs Instrument Co.
OUTSIDE AIR TEMPERATURE Accuracy: .5° F Manufacturer: Honeywell
DUCT AIR TEMPERATURE SENSOR
Accuracy: ± .5° F Manufacturer: Honeywell
CURRENT TRANSDUCER The current transducer shall be the split-core type, allowing installation without disconnecting the power cable around which this unit will be placed. Linearity: 0. 5% Temperature Effect: ± 1% over temperature range. Manufacturer: Ohio Semitronics
SIGNAL CONDITIONER Amplifier output Linearity: 0. 1% Temperature Range: 0-70° C Output: 4-20 MA Manufacturer: Ohio Semitronics
PRESSURE TRANSDUCER WITH INTERNAL AMPLIFIER Accuracy: ± 0. 5% of span (including linearity, hysteresis and repeatability) Temperature Effect: Zero 0.0015% FS/° F
Span 0.0015% FS/° F Output: 4 to 20 MA Manufacturer: Sensotec, Columbus, Ohio
SEE SHEET 2 FOR LOCATION OF SUBSTATIONS '
GENERAL NOTE:SEE POINT SCHEDULE FOR NUMBER & LOCATION OF UNITS
SPECIFIED
SYMBOL LEGEND - ALL BUILDINGS SYMBOL DESCRIPTION
EXIST -Hot Water Pump
[cwp1 EXIST Chilled Water Pump
IHWPI
SF EXIST-,Supply Fan .EXIST Return or Return /Relief Fan
EXIST Exhaust IEFI Fan IOAFIE X IS T Outside Air Fan
EXIST Motor Control Center
® EXIST Starter At /Near Unit E X ISTCondensate Return Unit.
IRF1
[moo'
'Cond.'
IPCPIE XISTTneumatic Control Panel EXIST Sump Pump
CI NEW Wall Switch
NEW High Water Sensor
NEW Field Interface Device (Building Panel)
'Water'
IFIDI
0 NEW Base Bid Room Temperature Sensor
(10 NEW Additive Alternate Bid No. 1 Room Temperature Sensor
PROJECT NO
REVISIONS NMSU ENERGY MANAGEMENT SYSTEM
FOR
NEW MEXICO STATE UNIVERSITY
ISRIDGERS 9 PAXTON CONSULTING ENGINEERS, INC.
ALBUQUERQUE, NEW MEXICO
JOB 1804 DRAWN
CHECKED M. 6.
eNVi ii SHEET
4.
r\--5
/lobe
.-
-
I I
7 [1,
lo
biefi #1
t-
Z
PILZ.,ZIne
i
r 24
it Chilled
±
CF)
Through Tunnel Well to Post Office
()Orifice Plate
POST OFFICE
TUNNEL STEAM METER DETAIL
SCALE: NONE
-Steam flow measuring station for Post Office
meting pioo
{0 1
.toP
Thrbugh 77/nne/ Wall to Regents Row-
total/ steam Orfice Pia /e and Flow Mater
1111114:1"'"
11'31 10 ruSting ZY Steam
Later /al
of
Shut-off valve
REGENTS ROW
TUNNEL STEAM METER DETAIL
SCALE: NONE
4" Chilled Water Line through "Tunnel Wall fo Regents Row
10" Chilled 510/20 Supply
4' Existing Pipe
Freeze stator other Auto Control
Low Voltage DC
Stop-Start Circuit In FID
Through -runnel wall to Alatatorium -_
ski. et off Valve
(410 110 5xisting Shut-
21/
/ Control Circif /15 VAC
H I Auto //_JE-
Cycles Relief Fan off @
Cycles Relief fan 9 off @ EP-3 w/ DM- Relief an
Also Play
O.L. Off /-
Exist Starter
..----- ,.-;>//11¢zu
or Exist 40,4. / see Point Schedule
-'ffilAuto // 0.
__-
Off Hand / --Ai.57`. Stellar
Aiumbar of contacts as required to interlock circuits
NOTE: Supply Fans installed in common Plenums must simultaneously to prevent reverse rotation. All other fan systems shall be started indlyidua//y From the ChICS.
TYPICAL CONTROL DIAGRAM
FOR MULTIPLE SUPPLY FANS
SCALE: NONE
Cl
REGENTS ROW
CHILLED WATER FLOW METER
SCALE: NONE
22 "
Cold A.1,4
---1;1-EP- To Starter (D
,1/1; SS Provided L';' To
( C0,74,7C/0
Computer
323 HARDMAN PNEUMATIC PROPORTIONAL CONTROL SCALE: NONE
Outside
Air
start
Interrupt current to this EP to shut clown 0A. Dampers
l'AairtOOPtic Plata and Steam Roza Meter
-Penrove Existing POe
/
71v /ice
NATATORIUM
STEAM FLOW METER
SCALE: NONE
PM
/ I DA
Outside /
4_, / / / e /
Air /.
r-I
Relief
[ *,i'sk.,1 Dampers
N.C.
High Limit Med°
,MA , exist.
(-00
DM "I\
Low Pressure ?clay
,P¢ furs Air Fa v"7-
Alew 2" Pip
24 V
NEW CONTROL RELAY )
EP
EX/ST, FAN CONTROLS
New contact interlocked ) to new control relay u/1.7,0,
Exist EP interlocked to fan controls.
High i it /20°
DA
MA
Zone 7..si`d7` (typ.)
Zona damper motor(tya)
RA
J
55°
1
NOTE: /I' ,4/e units include modulating NW f'ChW valves provide a new EP switch interlocked zu/ computer located down stream of the valve controls.
TYPICAL OUTSIDE AIR DAMPER SHUT-DOWN
SCALE: NONE
LEGEND
( New work and ma laria/. Point of new connection to existing
) Area involving noes work.
of Oliv
Sts$10
PROJECT NO
REVISIONS NMSU ENERGY MANAGEMENT SYSTEM FOR
NEW MEXICO STATE UNIVERSITY
BRIDGERS a PAXTON CONSULTING ENGINEERS, INC.
ALBUQUERQUE, NEW MEXICO
JOB 2804 73
CHECKED
DATE
SKIT
5
10
/"P 04. in
0
Bu
4-
- /
switch,
Cold
glot
Air
/,
Imot
Central Station Unit 0
I
I /
/ /
N.\
-
/ I
r
I
fi BRIDGERS a PR /MN
rd
2 lia. It. 4 1144 ) AlIVGIN00111 N. AL
OM,
l2" a/
e 6/
///a/
/2,I
nge
cone
y/
2014
0 A
-hal
./.5`
oge
17///
tr
ii17X
f L/,a
'7'
0 E
X
F4N
an
noo
,
CX
[1.5
--(.
/
,K;7
.5
4a,
drai
n
FO C
oo1e
r-,0
ra4
o:ze
Jrs
/2
,r-2
47;,o
/:4 7
:7 .
./fie
,;:.
MIA
pifib
0 rr m
O
D.
011-
1111
17/
C47
.21
vair
es
NB
.,-..L
op
6 1"
elo
fied-
/W
e r
1/2'
: hea
der,
-4
I/2'
hea
der'
ova
k-
- abb
pub
ID
b3
AO
.10 5
7za In
ye
,non
on;//
f:
5;
1/2"
ni
G
on/r
o/
Pane
/P -2
, ng
e fw
Flan
ge
/
FT/C
),
ion
t
e
z
-1
6128
20 °p
ew
g,,,,
Ve
4,2/
c.
eho '
rive
t,/ /2
,ea.
/er,
on
z249
/1
hem
ical
fee
der'
\"--
'1./a
.go
nifk
, B
o/Y
erl/y
ra
/e
11/a
/en
rno/
er
.5=
0 oh
ove
roar
-0
*(4
e)
Q.
in
MC
C'''r
e -
daS
...-4
1,t9
r
Cto
r d -a
, 1
.1.s
ca/
rgif;
747 .
r co
C 0 C
m 0 C 2 m
0 0
X
-4
0 z 0 z C
2 m
2 0 2 Ph
Ph z cn
herm
ee/A
aneo
-n
0 cn
] ex
e
t)
o cf
.
MCC Hot Wei ad.- Pam 2/10.) Hot Water Pump IS HP.) CO.ed Ida/ z,' Pimp (70 MD.)
Cupp /y./ i25 RP) .f>7715/5/1' FC'7t7 Hp) .'65) Fans (3 HP ed.)
Ly
044 clarnIcizr ,..
=if rA doinbor
PP ii
ST
IG
f,///77p e,:. &am/
411
frot waferiI pu ,6e.e .5
1.3
". ELL 1I4,"
eandarl,f,e
T TC.1"A,L f.o, <Ion csp,...
PHYSICAL PLANT DEPARTMENT
NEW MEDICO STATE UNIVERSITY
UNIVERSITY PARK, NEW MEX..
to.r.,o2,454m, izkadffC. I 7
BUILDING
1-14LL DATE, 1/25/72
REFERENCE IDENTIFICATION PLANS
16' 8' 0 16 1/16" r- l'O'
PHYSICAL PLANT ' DEPARTMENT NEW MEXICO STATE 'UNIVERSITY
UNIVERSITY PARK, NEW MEXICO
:WILDING . '."
r.
29'9
9
44,1
20%.3
(:07pue.7- roan-7 .21'454
S731:1=2311
47; i'sCe
277 212
5. 175 -fr /Z/1 chase
W4'
2.
Pi chase
T-01-41 14-co, s PHYSICAL PLANT DEPARTMENT NEW MEXICO STATE UNIVERSITY UNIVERSITY PARK, NEW MEXICO
BUILDING .5
T cz>1.1A1-17c.R..c.P.),./Nj
SCALE--1/16":, ed DATE. 2/3/72
yor 144./1 aIQS GP_ Ste. rT, Building 301 Thomas- f3roumr
GENERAL NOTES:
1 Refer t5 Symbol Legend, Shoot N for clarification," New wiring/conduit to 'and from FIRS may rise jr1 shaded chases located on floor plans...
Refer to point liSt in specifications for work kilio/yIng mech. equp./n..
NMSU ENERGY MANAGEMENT SYSTEM
FOR
NEW MEXICO STATE UNIVERSITY
BRIDGERS a PAXTON., CONSULTING ENGINEERS, INC
ALBUQUERQUE NEW MEXICO
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PLAN EXISTING DOORS TO REMAIN REMOVE STRIP,REPAIR, AND RESTAIN, COLOR TO BE CHOSEN BY ARCHITECT OFFICE
CAREFULLY REMOVE LECTURE SEATING WITHOUT DAMAGE AND DELIVER TO NMSU PROPERTY NEAR PPD WAREHOUSE
CLEAN, REPAIR, REMOVE STORE AND REINSTALL CHALKBOARD
DEMOLISH EXISTING STAIR AND REMOVE DEBRIS PROPERTY OFF CAMPUS
REMOVE AND DISCARD EXISTING GLUED DOWN CARPET REMOVE PROPERTY OFF CAMPUS
REMOVE EXISTING CABINET AND DELIVER TO NMSU PROPERTY NEAR PPD WAREHOUSE
EXISTING THERMOSTAT TO REMAIN, EXTEND AS REQUIRED TO ACCEPT FURR OUT
GENERAL NOTES: 1. BEFORE BEGINNING WORK AT SITE, WHERE POSSIBLE, AND
THROUGHOUT THE COURSE OF THIS WORK, INSPECT AND VERIFY THE LOCATION AND CONDITION OF EVERY ITEM AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPENCIES TO UNIVERSITY ARCHITECT
2. BEFORE BEGINNING WORK AT THIS SITE INSPECT THE EXISTING BUILDING AND DETERMINE THE EXTENT OF EXISTING FINISHES, SPECIALTIES,CASEWORK, EQUIPMENT AND OTHER ITEMS WHICH MUST BE REMOVED AND REINSTALLED IN ORDER TO PERFORM WORK UNDER THIS CONTRACT
3. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING MECHANICAL, ELECTRICAL, PLUMBING OR OTHER SYSTEMS SUCH INCIDENTAL WORK IS ALSO A PART OF THIS CONTRACT INSPECT THOSE AREAS, AND ASCERTAIN
114 "ON
UOUUDOUQUED DIUUEIDEOUUU DEDICJOUOUOUU DUMDUM DOCIU QU IMUIJUEJUID U UUUUDOBUIRD
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REFLECTIVE CEILING DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
REFLECTIVE CEILING DEMOLITION PLAN
01 REMOVE AND DISPOSE OF PROPERLY OFF CAMPUS ALL LAY-IN CEILING, GRID SYSTEM
CO CAREFULLY REMOVE EXISTING FLUORESCENT LIGHT FIXTURES, REUSE AS NEEDED AND RETURN BALANCE TO PYSICAL PLANT ELECTRICAL SHOP IN AS-FOUND CONDITION
CO REMOVE EXISTING MECHANICAL AIR DIFFUSERS CLEAN, REPAIR AND PAINT TO MATCH NEW LAY-IN CEILING AND REPLACE (SEE REFLECTIVE CEILING PLAN FOR
LOCATION)
O REMOVE, STORE, PAINT, AND REINSTALL EXISTING PROJECTOR CEILING MOUNT (SEE REFLECTIVE CEILING PLAN SHEET A-3)
© REMOVE, STORE AND RESTALL EXISTING SPEAKERS PAINT SPEAKER GRILL TO MATCH NEW CEILING TILE
WORK NEEDED, AND DO THAT WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AT NO ADDITIONAL COST
4. ALL CONSTRUCTION DEBRIS NOT OTHERWISE NOTED IS TO BECOME PROPERTY OF THE CONTRACTOR IT IS ITS RESPONSIBILITY TO REMOVE PROPERTY OFF CAMPUS
5. PROTECT THE REMAINDER OF THE BUILDING AND SITE FROM DAMAGE
6. PROTECT EXISTING WORK TO REMAIN FROM DAMAGE
7. WHERE PERMAMENT REMOVAL OF EXISTING MILLWORK, CASEWORK, ASSESORIES, EQUIPMENT, AND FURNISHINGS IS REQUIRED, AND PREVIOUSLY CONCEALED SURFACES ARE TO REMAIN EXPOSED, PATCH PREVIOUSLY CONCEALED SURFACES TO MATCH ADJACENT EXPOSED SURFACES. WHERE SUCH SURFACES ARE SCHEDULED TO RECIEVE NEW FINISHES. PREPARE THE SURFACE TO RECIEVE THE NEW FINISHES, ALSO TEXTURE IF REQUIRED
8. WORK SHOWN IS NEW UNLESS SPECIFICALLY NOTED OR OTHERWISE INDICATED AS EXISTING.
L.L1
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CONTRACTOR TO USE THIS ENTRANCE ONLY
NOTE: CONTRACTOR TO COORDINATE
W/ CONTRACT MANAGEMENT FOR LOCATION TO PARK, AND STORE MATERIALS.
O LOCATION MAP (FIRST FLOOR) N T S
0 o 0 0 _ 'E-.:41
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DESIGNER: LUIS CAMPOS
DRAWN BY: T. BURKHALTER
PROJECT NO. 13735 DATE: JUNE 11 1991
BY:
REVISIONS
DATE:
SHEET NO.
A- 2
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1475 North Main Street, Suite E Phone (575) 647-1881 Las Cruces, New Mexico 88001 Fax (575) 647-1991 May 1, 2008 Mr. Greg Walke Assistant University Architect Facilities Planning & Construction PO Box 30001 Las Cruces, NM 88003-8001 Tel: 575.646.2079 Fax: 575.646.4437 EM: [email protected] CCG: 2-125-2 Re: NMSU – Thomas & Brown Complex Dear Mr. Walke: You asked Crenshaw Consulting Group, LP (“CCG”) to survey the roof coverings of the above referenced building. Mr. John Spall and an associate, Mr. Michael Langford, performed a site visit on April 4, 2008 and April 5, 2008. Weather conditions were sunny & warm. The purpose of the survey was to determine the existing condition of the roof coverings and provide recommendations with budgetary figures. Attached as Exhibit #1 is a reduced roof plan depicting the general layout of the roof area and general location of roof top equipment.
FINDINGS
The building consists of one large roof area divided into three (3) separate sections by expansion joints and three smaller lower roof areas over entrances. The roof areas encompass approximately 16,897 sq. ft. Please see attached photographs for signage, elevations, conditions, existing roof top equipment and penetrations. The roof coverings consist of a built-up gravel roof over wood fiber over a built-up roof over fiber glass insulation over a structural concrete deck.
NMSU – Thomas & Brown Complex Las Cruces, NM
Primary drainage is accomplished over the eave edge and falls freely to the ground. A rain gutter exists over the front entrance. Secondary drainage, a code requirement, is not applicable on this building since over-eave drainage exists. General conditions observed included:
• Age related deterioration in the field of the roof. The roof system is in poor condition requiring replacement.
• The penetration flashings exhibit age related deterioration requiring replacement.
• The perimeter edge flashings are in fair condition. The majority of roof related issues are a result
of abandoned equipment left on the roof, decaying expansion joint covers and deteriorating base flashings.
• The soffits show some signs of damage, due to blowing rain and roof moisture run off.
• To determine existing roof conditions and systems present, CCG performed moisture testing and
core cuts. These roof areas were moisture tested for wet insulation using a Tramex capacitance meter. Verification of detected wet insulation was confirmed by physical core testing. All core samples were repaired utilizing NRCA recommend repair methods. The easternmost area of the roof contained over 50% wet insulation. No wet insulation was detected in the center area. Less then 1% of wet insulation was detected in the westernmost area. Moisture was detected on some of the canopies.
CONCLUSIONS
It is the opinion of Crenshaw Consulting Group that the roof coverings and sheet metal are in need of replacement. We recommend the removal and replacement of the exiting roof system with a high performance built-up roof system. We recommend the installation of a rain gutter and downspouts along the south side of the building to facilitate drainage. We also recommend removing all abandoned equipment and penetrations during the re-roofing process. The total estimated budget is as follows: Re-Roofing $253,455.00 Owners Cont 10% $ 25,000.00 Design Fee 8% $ 20,274.00 Full Time Monitoring $ 12,300.00 TOTAL EST. BUDGET $311,029.00
Crenshaw Consulting Group, LP 2 of 3
NMSU – Thomas & Brown Complex Las Cruces, NM
This may be an opportunity for NMSU to utilize some “green building” technologies that qualify for US Green Building “LEED” Points. If you need any additional information, please call. Regards,
Jon Belnap, RRC, RRO Associate JB/jg cc: Vickie Crenshaw, PE, RRC, Crenshaw Consulting Group, LP
Crenshaw Consulting Group, LP 3 of 3
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As Built Drawings
ROOF PLATFORM STRUCTURAL DETAIL$ for
NEW MEXICO STATE UNIVERSITY
THOMAS & BROWN HALL
Prepared By:
NELSON CONSULTING ENGINEERS 12160 Abrams Road, Suite 318
Dallas, Texas 75243
April17, 2009
......
General Notes Division 1 - Gene'r~l Requirements Seetion 01 00 oo.oo - Design Criteria
1. New Structural Components are designed in accordance with the2003 International BUilding G0de.
2. NCE's scope is limited to design of structural components. and does not include review of architectural issues, if any.
3. The platform is designed in accordance with provisions for a non-,accessible equipment platform that is not accessible to the general public,
4. Design live loads: Platform 60 psf
Section 01 33 23 - Sh()p Drawing - Submittal Procedures 1. Review of submittal (shop drawing) information shall be for general conformance with the
design concept of project and information contained in the contract documents. Corrections or comments made on such submittals during this review do not relieve contractor from compliance with project plans and specifications. Contractor is resp,onsibfe 'for; dimensions to be confirmed and correlated, Information that pertains solely to the fabriqation processes or the means, methods, techniques, sequences and procedure of construction; coordination of the work of all trades; and for performing all work in ,a safe and satisfactory manner.
Section 01 35 23 - Safety R'e,quiremel1ts 1. Contractor shall ensure that the weight of constniction material stored on structurally
suspended leVels do riot exceed design live loads. 2. Contractor shall proVide all necessary temporary wind and stability bracing until all
building systems are erected and permanent connections are complete. Design of and means & methods of implementing shoring and braCing shall be the sole responsibility of contractor.
Section 01 45 23 ~, Testing and Inspection Services 1. Unless noted otherwise. owner Will reta'in a testing lab to perform the following steel
inspections: visu<'!IIY inspect air welds, connections, verify member sizes. All full penetration welds snail be tested ultrasonically.
2. Contractor sh~ll provid? adequate notice to allow testing , lab specified by the owner to perform all required inspection.
Division 2 - E>dsting Conditions Section Q2 00 00 ~ Repair/Renovation Notes
1. Prior to drilling holes in existing members for anchor installation, locate existing reinforcement using an r~meter, or other approved means. Space anchors to clear existing reinforcement and notify engineer ifspacing is different from shown on contract documents. Fabricate structural steel items only after such anchors are field located. Match actual anchor locations using templates; Submit templates for review prior to fabrication.
Section 02 25 00 - Existing Material Assessment 1. Contractor shall:
a. Review plans of existing structure as noted above. b. Verify dimensions of existing structure and notify engineer of any and all
discrepancies o9served.
Page l - April17, 2009
c. ln$pect existing structure where inodifications we required and notify the owner and engineer of distress, deterioration, corrosion, etc when observed.
Division 3 .. Concrete Section 03 63 00 - Adhesive Anchors
1. All adhesive anchors shall consist of Hilti HY-150. UNO, including allloca.tions indicated as"'Driil and Epoxy".
2. All .adhesive.anchors shall be installed in strict accord:ance with manufacturer recommendations, including nOie sfze, deariing, installation temperatures, etc.
3. All anchors shall consist of A36 al.l-thread rod .. UNO. Provide Hilti HAS Super all-thread rod where noted. Threaded rods shall be thoroqghly cleaned of all oils ancj other de.leterious substances.
4. Substitution of adhesives shall not be permitted without engineer approvaL If further analysis is required to determine if proposed substitution is acceptable, contractor shall bear costs reiated to analysis of proposed substitute.
Division 5 - Metals Secti.on 05 12 00 • Structu.ral Steel
1. All structural steel shall conform to the folloWing:
Plates, angles, and misc. framing Pipe · Rectangular and Square HSS arTS
ASTM A36, UNO ASTM A53 (35 ksi) ASTM A500, Grade B (46 ksi)
2. All connection bolt's for structural steel members shall conform to ASTM A325, UNO 3. Welding of structural steel shall be per AWS 01.1, latestedition. E70T4 and E70T7
electrodes sh.all not be used for any welding condition. 4. Fal:ltitation ofstnictural steel shall be per AISG specification for structural steel buildings
and AISC code of standard practice forsteel buildings and bridges. 5. Means and methods of welt!ing, including process, W:eld positions, field/shop welding,
etc. shall be the responsibilitY· of contractor, and are not be noted except where means and methods rnay impact the strengtn or serviceability of the system.
6. Splicing of structural steel members Where not detailed is prohibited without prior approval.
7. All steel beams shall be erecte.d with camber as indicated on drawings, and all beams shall be erected with natural camber up.
8. Contractor shall. provide an OSHA compliant baseplate for cdlurnns. Use of leveling nuts, shim stacks, etc. shall be at the discretion of the contractor within OSHA constraints.
Division 6 - Wood, Plastics, and Composites Section 06 15 33- Patio Decking
1. Decking shall consist of Trex Composite Decking, or equal (2x6 min) 2. Attach to structure per manufacturer recommendations.
Division 9 - Finishes Section 09 97 13 .. Steel Co~tings
1. All structural steel, with the exception of the handrail system shall be hot-dip galvanized, unless otherwise directed by the Owner. Galvalizing shall comply with G80.
2. Handrail shall be coated with a paint system to match the building exterior. Unless otherwise indicated by Owner, provide a TnemeZinc 90-97 Zinc rich primer (2.5 --.3.5 mil OFT) with SSPC-SP6 surface preparation, and Series 73 top coat (2.0- 3.0 mil DFT).
Page 2 - April 17, 2009