Replace B-120 Chiller CURZ 212316 Construction Drawings - June 3 2022.pdf

GEN

OFFICER

FW/CCFW/CVMSG/CC

OG/C

C

MDG/CC

GEN

OFFICER

FW/CCFW/CVMSG/CC

OG/C

C

MDG/CC

BASE LOCATION MAP • REPLACE B-120 CHILLER

NOT TO SCALE

PROJECT

NORTH

TAXIWAY E

TA

X

IW

AY

F

N C

O D

R

IV

E

323321 322

N

CO

D

RIV

E

N C

O D

R

IV

E

FA

LCON ST

REET

FAA

TOWERS

NATIONAL

BASE

ENTRANCE

G U

A

RD

AV

EN

U E

GATE

HOUSE

SECONDARY

HAUL ROUTE:

MAY BE USED

FOR LARGE

DELIVERIES W/

5 DAYS NOTICE NORTH

GATE

HOUSE

NORTH

CONSTRUCTION

ENTRANCE

PV ARRAY

TA

X

IW

AY

F

PRIMARY

HAUL

ROUTE

REPLACE B-120

CHILLER

VERMONT AIR NATIONAL GUARD

SOUTH BURLINGTON, VERMONT

CURZ 212316

CONSTRUCTION DRAWINGS

JUNE 3, 2022

DRAWING SYMBOLS

ABBREVIATIONS

FF finish floor FE fire extinguisher FLG flashing FD floor drain FRT fire retardant FTG footing FND foundation GA gage, gauge GALV galvanized GC general contract(or) GWB gypsum wall board HWD hardwood HVAC heating, ventilating & air conditioning HT height HOR horizontal HPDL high pressure decorative laminate ID inside diameter INS insulation JAN janitor JT joint LAV lavatory MAX maximum MDF medium density fiberboard MECH mechanical MFR manufacturer MH manhole MO masonry opening MTL metal MIN minimum NIC not in contract NTS not to scale OC on center OD outside diameter OPNG opening OP-CI owner provided-contractor installed OP-OI owner provided-owner installed

PNT paint(ed) PR pair PL plate PT pressure treated PWD plywood REF refrigerator R riser RM room RO rough opening SAC suspended acoustic ceiling SHTH sheathing SIM similar SPEC specification(s) SQ square STD standard SD storm drain STRUC structural SYS system TBP tile backing panel TDO thermoset decorative overlay TEL telephone TG tempered glass THK thick(ness) TH threshold T&G tongue & groove TOC top of concrete TOM top of masonry TOS top of steel TOW top of wall T tread TYP typical UNO unless noted otherwise VERT vertical VCT vinyl composition tile VR vapor retarder VT vinyl tile WG wire glass W/O without WD wood

C O N S U L T A N T S

A R C H I T E C T S

1 1 7 S t P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V t.

0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

C I V I L

MECHANICAL

SAS PROJECT NO. 1209

ABI additive bid item ACT acoustic ceiling tile ADJ adjustable AFF above finish floor ALUM aluminum ANC anchor, anchorage ARCH architect(ural) BSMT basement BIT bituminous BLKG blocking BD board BOT bottom BRK brick BLDG building BTWN between CB catch basin CJ control joint CLG ceiling CT ceramic tile CO clean out CL closet CLR clear(ance) COL column CONC concrete CMU concrete masonry unit CONT continuous or continue DP dampproofing DEM demolish, demolition DET detail DIA diameter DWG drawing DF drinking fountain ELEC electric(al) EL elevation ELEV elevator EQ equal EXG existing EXT exterior FG fiberglass FIN finish

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

MATERIALS

STONE

(PLAN/ELEV.)

COMPACTED

GRANULAR

FILL

CONCRETE

CONCRETE BLOCK

SPRAY APPLIED

URETHANE

INSULATION

RIGID

INSULATION

FINISH

WOOD

ROUGH

WOOD

PLYWOOD

GYPSUM

BOARD

SOUND

ATTENUATION

BATTS

PARTICLE

BOARD OR MDF

TILE BACKING

PANEL

••BRICK

STONE

(SECTION)

STEEL OR HEAVY

GAUGE

METAL

FOAM IN PLACE

INSULATION

INTERIOR ELEVATION

BUILDING SECTION

WALL SECTION

DETAIL

ENLARGED DETAIL

WINDOW TYPE

DOOR NUMBER

VERTICAL ELEVATION

A

Elevation reference number

EL. 100'-0"

A-7

A-2 See this detail...

...on this drawing

A-6

B A-4

B A-4See this section...

...on this drawing

ROOM FINISH SCHEDULE

Room finish schedule reference number for walls

Room finish schedule reference number for base/floors

W1 B1 F1W1 or

LIST OF DRAWINGS

CIVIL DRAWINGS

X-1 EXISTING CONDITIONS SITE PLAN

C-1 SITE PLAN

ARCHITECTURAL DRAWINGS

A-1 EXTERIOR ELEVATION, CONCRETE SLAB DETAILS AND SPECIFICATIONS

YEATON ASSOCIATES

40 SOUTH RIVER

ROAD #36

BEDFORD, NH 03110

P: 603-444-6578

MECHANICAL DRAWINGS

M1.1 MECHANICAL SITE PLAN

M5.1 MECHANICAL DETAILS AND SCHEDULES

S T R U C T U R A L

RICHARD M. DOHERTY, P.E.

595 DORSET STREET

S. BURLINGTON, VT 05403

P: 802-660-9212 F: 802-660-8403 ramp ramp ramp

C O N S U L T A N T S

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

CIVIL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-8660-8403

YEATON ASSOCIATES

40 SOUTH RIVER ROAD #36

BEDFORMD, NH 03110

P: 603-444-6578

STRUCTURAL

SCALE: 1" = 20'

R E V I S I O N S

CHECKED: SWH

DATE:

P R O J E C T

DRAWN: TJB/SWH

VERMONT AIR

NATIONAL

GUARD

JUNE 3, 2022

P: 8 0 2 * 8 6 3 * 2 2 2 7

F: 8 0 2 * 8 6 3 * 0 0 9 3

ALVAR E Z

A R C H I T E C T S

SIENKIEWYCZ

S M I T H

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 05401

MECHANICAL/

ELECTRICAL

REPLACE

B-120

CHILLER

SOUTH BURLINGTON,

VERMONT

TYPE B

SUBMITTAL

X-1

EXISTING

CONDITIONS

SITE PLAN

KL - PROJECT NO: 22102

BUILDING 120

BUILDING 140

NCO Drive

22102/B120-chiller.dwg

SAS PROJECT NO: 1209

CURZ: 212316

ramp ramp

16'

4.

8'

C O N S U L T A N T S

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

CIVIL

SCALE: 1" = 20'

R E V I S I O N S

CHECKED: SWH

DATE:

P R O J E C T

DRAWN: TJB/SWH

VERMONT AIR

NATIONAL

GUARD

JUNE 3, 2022

P: 8 0 2 * 8 6 3 * 2 2 2 7

F: 8 0 2 * 8 6 3 * 0 0 9 3

ALVAR E Z

A R C H I T E C T S

SIENKIEWYCZ

S M I T H

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 05401

SOUTH BURLINGTON,

VERMONT

TYPE B

SUBMITTAL

C-1

SITE PLAN

KL - PROJECT NO: 22102

BUILDING 120

BUILDING 140

NCO Drive

22102/B120-chiller.dwg

SAS PROJECT NO: 1209

CURZ: 212316

NEW CHILLER

30' x 8' unit on 34' x 10' concrete pad

New 8' chain link fence with vinyl slats.

New underground piping. Refer to mechanical plans for details

X X X X X X X X X X X X X X

X X X X X X X X X X X X X X

X X X X X X X X X X X X X X

RICHARD M. DOHERTY, P.E.

595 DORSET STREET #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-8660-8403

YEATON ASSOCIATES

40 SOUTH RIVER ROAD #36

BEDFORMD, NH 03110

P: 603-444-6578

STRUCTURAL

MECHANICAL/

ELECTRICAL

REPLACE

B-120

CHILLER

Restore all disturbed areas with topsoil, seed, and mulch

Four (4) new bollards

The flight line fence shall be secured at the end of each work day. No gaps shall be left in the fence line throughout alteration.

FLIGHT LINE NOTES

1. The work area where the Chiller and pad are to be installed requires removal of a portion of the flight line security fence. Sequence the work so that the relocated new fence is installed first to separate the work area from the ramp on the secure flight line side of the fence.

Access to the work area is predominately from the B-120 parking lot across the lawn..

2. The flight line fence shall be secured at the end of each work day. No gaps shall be left in the fence line throughout alternation.

3. Access to the ramp on the secure side of the flight line fence requires an escort. Organize the work to minimize the need to access the ramp.

VTANG CURZ: 212316

C O N S U L T A N T S

A R C H I T E C T S

1 1 7 S t . P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n , V T 0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

R E V I S I O N S

SAS PROJECT NUMBER: 1209

P R O J E C T

COPYRIGHT SMITH ALVAREZ SIENKIEWYCZ ARCHITECTS, PC

DATE: JUNE 3, 2022

SCALE: AS NOTED

DRAWN BY: SAL

CHECKED: SHS

YEATON ASSOCIATES

40 SOUTH RIVER ROAD #36

BEDFORD, NH 03110

P: 603-444-6578

M E C H A N I C A L / E L E C T R I C A L

CIVIL ENGINEERING ASSOCIATES

10 MANSFIELD VIEW LANE

SOUTH BURLINGTON, VT 05403

P: 802-864-2323

C I V I L

RICHARD M. DOHERTY, P.E.

595 DORSET STREET

S. BURLINGTON, VT 05403

P: 802-660-9212

S T R U C T U R A L

REPLACE

B-120

CHILLER

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

TVXZ R Q P

WEST ELEVATION OF B-120

3/16" = 1'-0"

30' LONG MODULAR CHILLER

UNIT ON A NEW REINFORCED

CONCRETE SLAB

RELOCATE AND REPLACE FENCE

16'-0"

INSULATED PIPES

EXISTING BOLLARDS

CHAIN LINK FENCE

CONDUIT

34'-0"

CONCRETE SLAB

PIPE BRACKETS

EXISTING SCORED

SPLIT FACE CMU

VENEER

EXISTING PREFINISHED

CORRUGATED METAL

SIDING ATTACHED TO 1"

RECESSED SMOOTH CMU

VENEER.

8'-0"

A-1

12" SLAB-ON-GRADE

34'-0"

'-0

A-1

PLAN • CHILLER SLAB

1/4" = 1'-0"2

CHILLER

SEE CIVIL SITE DRAWING FOR LOCATION

STRUCTURAL EARTHWORK

1. PRIOR TO PLACING COMPACTED CRUSHED STONE, ALL ORGANIC MATERIAL, TOPSOIL,

DEBRIS AND ANY OTHER DELETERIOUS MATERIAL SHALL BE REMOVED.

2. CRUSHED STONE SHALL BE CLEAN, HARD, CRUSHED STONE, MEETING THE

REQUIREMENTS OF THE FOLLOWING TABLE:

SIEVE DESIGNATION %PASSING

1 3/4" 100

1 1/2" 90-100

1" 20-55

3/4" 0-15

3/8" 0-5

3. CRUSHED STONE SHALL BE PLACED IN 8-INCH LAYERS, SPRAYED WITH WATER, AND

COMPACTED WITH A VIBRATORY PLATE COMPACTER.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT, A SIEVE ANALYSIS FOR

THE CRUSHED STONE. THE TEST SHALL BE CONDUCTED, AT THE CONTRACTOR'S

EXPENSE, BY A TESTING FIRM APPROVED BY THE ENGINEER. ADDITIONAL SAMPLES

SHALL BE TESTED UNTIL A MATERIAL MEETING THE ABOVE REQUIREMENTS IS PROVIDED.

5. CONTRACTOR SHALL DESIGN, FURNISH AND INSTALL ALL TEMPORARY SHEETING,

SHORING AND BRACING NECESSARY TO SAFELY COMPLETE THE CONSTRUCTION.

CONCRETE NOTES

1. ALL CONCRETE SHALL BE NORMAL WEIGHT HAVING A MINIMUM COMPRESSIVE STRENGTH

OF 4,000 PSI AT 28 DAYS WITH THE FOLLOWING REQUIREMENTS:

28 Day Compressive Strength(psi) 4,000

Max. WaterCement Ratio (lb./lb.) 0.44

Min. Cement Factor (Sacks/C.Y.) 7.0

Entrained Air Content (%) 5-7

Slump (Inches, before adding HRWR) 2-4

ADMIXTURES -USE AIR ENTRAINING AGENT CONFORMING TO ASTM C260 WITH 5-7%

TOTAL AIR. USE HIGH RANGE WATER REDUCING AGENT CONFORMING

TO ASTM C494 IN ALL CONCRETE.

DESIGN MIX - SUBMIT A CURRENT DESIGN MIX, WITH 28 DAY COMPRESSIVE

STRENGTH TEST, TO THE ENGINEER FOR APPROVAL PRIOR TO

STARTING CONSTRUCTION.

2. ALL REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60.

3. REINFORCEMENT SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING

POURING OPERATIONS USING APPROVED CHAIRS AND SPACERS AS REQUIRED.

4. PROPER VIBRATION OF THE CONCRETE IS IMPORTANT IN THE PLACEMENT OF ALL

CONCRETE; THE CONTRACTOR SHALL MAKE PROVISIONS FOR BACK-UP VIBRATION

EQUIPMENT.

5. CURING

CONCRETE SHALL BE SPRAYED WITH A CURING COMPOUND.

6. THE CONTRACTOR WILL EMPLOY A QUALIFIED ENGINEERING TESTING FIRM TO PERFORM

STANDARD FIELD TESTING OF THE CONCRETE WORK. ONE SET OF 4 CYLINDERS SHALL

BE CAST AND TESTED FOR EACH DAY’S POUR. IN ADDITION, CONCRETE DENSITY,

TEMPERATURE, SLUMP AND AIR CONTENT SHALL BE RECORDED. SEND COPIES OF THE

TEST RESULTS TO THE OWNER AND THE ENGINEER.

3" C

LR

1/

2" C

LR

. #6 @ 12" O.C. EACH WAY

TOP & BOTTOM

12" COMPACTED CRUSHED STONE

1" CHAMFER, TYP.

12" SLAB

COOLING TOWER

OPERATING WEIGHT

22,670 LBS

10'-0" x 34'-0"

SECTION THRU CHILLER SLAB

3/4" = 1'-0"1

3"

APPROXIMATE

GRADE

EXTERIOR ELEVATION,

CONCRETE

SLAB DETAILS

AND SPECIFICATIONS

BOLLARD DETAIL

1" = 1'-0"3

4' -0

1'

-0

4' -0

REMOVABLE

YELLOW PLASTIC

SLEEVE

8" STD. GALV.

STEEL PIPE

GRADE

FILL BOLLARD

WITH CONCRETE,

DOME TOP.

3'-0"SQ. x 12" CONCRETE

FOOTING WITH #4 BARS

BOTH WAYS

C O N S U L T A N T S

A R C H I T E C T S

1 1 7 S t. P a u l S t r e e t

3 r d F l o o r

B u r l i n g t o n, V T

0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

R E V I S I O N S

DATE: JUNE 3, 2022

SCALE: AS NOTED

CHECKED:

DRAWN:

SAS PROJECT NO: 1209

CURZ : 212316

P R O J E C T

REPLACEMENT

B-120

CHILLER

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CIVIL

CIVIL ENGINEERING

ASSOCIATES

10 MANSFIELD VIEW LANE

SOUTH BURLINGTON, VT 05403

STRUCTURAL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET

S. BURLINGTON, VT 05403

P: 802-660-9212

MECHANICAL/

ELECTRICAL:

YEATON ASSOCIATES

40 SOUTH RIVER ROAD #36

BEDFORD, NH 03110

P: 603-444-6578

YA# 21V06ME

www.yeatonassociates.com

ST

A T E O F V ERMONT

P R

O

F E S S I O N A L E N G IN

EE

R

R E G I S T E R

E D

NO. 5915

W A

YNE G. FILLIO

N

M1.1

MECHANICAL SITE PLAN

RCN

RCN

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RD

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RD

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RD

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RD

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RD

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RD

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RD

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CH-1

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6"CHWS/R CTE 4"XCHWS/R DOWN THRU ROOF

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6"CHWS

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6"CHWR

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6"CHWR

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6"CHWS

AutoCAD SHX Text HVAC-1: REPLACE EXISTING 2-WAY VALVE : REPLACE EXISTING 2-WAY VALVE WITH A 3-WAY AS PER DETAIL ON DWG. M5.1

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LOCATION OF EXISTING MSB SWITCHBOARD BELOW IN MECHANICAL ROOM

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BURIED PIPING

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DP1

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PRESSURE REDUCING VALVE

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AUTOMATIC CONTROL VALVE (2-WAY)

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STRAINER WITH BLOWDOWN

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EXISTING CHILLED WATER RETURN

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EXISTING CHILLED WATER SUPPLY

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CONN. POINT OF NEW WORK TO EXISTING

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CHECK VALVE

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PRESSURE RELIEF VALVE

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AUTO BALANCING VALVE

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THERMOMETER

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CHILLED WATER RETURN

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CHILLED WATER SUPPLY

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XCHWS

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XCHWR

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CHWS

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CHWR

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BUTTERFLY VALVE

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UNION

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DIRECTION OF FLOW (WATER)

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CONCENTRIC REDUCER

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ECCENTRIC REDUCER

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BALL VALVE

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PIPE RISE

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PIPE DROP

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LEGEND

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DIRECTION OF FLOW (AIR)

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SELF-CONTAINED VALVE

AutoCAD SHX Text ACD AD AFF A.L. APD ATC CFM C.M. EA EAT E.C. EF ESP EWT FAI FC FD F.O. FPM FTR G.C. GPM H.C. HP LAT LWT MBH MOD M.C. N.C. N.I.C. N.O. NTS OA P.C. RA RPM SA SCT SCV SD TSP TYP. U/C UH VD WPD WTD WTR

AutoCAD SHX Text AUTOMATIC CONTROL DAMPER ACCESS DOOR ABOVE FINISHED FLOOR ACOUSTICALLY LINED AIR PRESSURE DROP AUTOMATIC TEMPERATURE CONTROL CUBIC FEET PER MINUTE CONSTRUCTION MANAGER ENTERING AIR ENTERING AIR TEMPERATURE ELECTRICAL CONTRACTOR EXHAUST FAN EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE FRESH AIR INTAKE FLEX CONNECTION FIRE DAMPER FLAT OVAL FEET PER MINUTE FIN-TUBE RADIATION GENERAL CONTRACTOR GALLONS PER MINUTE HARDWARE CLOTH HORSEPOWER LEAVING AIR TEMPERATURE LEAVING WATER TEMPERATURE THOUSAND BTU'S PER HOUR MOTOR OPERATED DAMPER MECHANICAL CONTRACTOR NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE OUTSIDE AIR PLUMBING CONTRACTOR RETURN AIR REVOLUTIONS PER MINUTE SUPPLY AIR SELF-CONTAINED THERMOSTAT SELF-CONTAINED THERMOSTATIC VALVE SMOKE DAMPER TOTAL STATIC PRESSURE TYPICAL UNDER CUT DOOR UNIT HEATER VOLUME DAMPER WATER PRESSURE DROP WATER TEMPERATURE DROP WATER TEMPERATURE RISE

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CIRCUIT SETTER (C.S./SHUTOFF VALVE)

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SCV

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ACV

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DEMOLITION LINE TYPE LEGEND

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EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. TO BE REMOVED.

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EXISTING GENERAL CONSTRUCTION TO BE REMOVED.

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EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. TO REMAIN.

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1. ALL EQUIPMENT AND PIPING SHOWN DIAGRAMMATICALLY ONLY. EXACT LOCATION TO ALL EQUIPMENT AND PIPING SHOWN DIAGRAMMATICALLY ONLY. EXACT LOCATION TO BE DETERMINED AND COORDINATED IN THE FIELD BY ALL TRADES INVOLVED. 2. ALL ROUGH OPENINGS THRU EXTERIOR WALLS SHALL BE SEALED/CAULKED ALL ROUGH OPENINGS THRU EXTERIOR WALLS SHALL BE SEALED/CAULKED WATERTIGHT WITH ELASTOMERIC SEALANT. 3. CHILLED WATER RUNOUTS TO HYDRONIC TERMINALS SHALL BE MADE WITH NO CHILLED WATER RUNOUTS TO HYDRONIC TERMINALS SHALL BE MADE WITH NO BULLHEAD TEES. 4. FIRE AND MOISTURE SEAL ALL PIPE PENETRATIONS THRU GENERAL CONSTRUCTION.FIRE AND MOISTURE SEAL ALL PIPE PENETRATIONS THRU GENERAL CONSTRUCTION.

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GENERAL NOTES

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DEMOLITION KEYNOTES ' '

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1. REMOVE EXISTING CHILLER XCH-1 INCLUDING ALL CONTROLS, POWER AND OTHER REMOVE EXISTING CHILLER XCH-1 INCLUDING ALL CONTROLS, POWER AND OTHER XCH-1 INCLUDING ALL CONTROLS, POWER AND OTHER INCLUDING ALL CONTROLS, POWER AND OTHER ASSOCIATED APPURTENANCES. REMOVE EXISTING WATER PIPING AND VALVES FOR EVAPORCOOL SYSTEM BACK TO MAIN. THE PENETRATION SHALL BE LEFT IN PLACE AND CAPPED ON BOTH ENDS SO AS TO NOT DISTURB THE SECURITY PARTITIONS. VALVED TEES SHALL BE PROVIDED TO ALLOW FOR OPERATION OF THE XCH-1 UNTIL THE XCH-1 UNTIL THE UNTIL THE PROPOSED CH-1 WAS BEEN INSTALLED, TESTED AND IS READY FOR OPERATION AT CH-1 WAS BEEN INSTALLED, TESTED AND IS READY FOR OPERATION AT WAS BEEN INSTALLED, TESTED AND IS READY FOR OPERATION AT WHICH TIME THE XCH-1 SHALL BE REMOVED AND THE TEES CAPPED. THE EXISTING XCH-1 SHALL BE REMOVED AND THE TEES CAPPED. THE EXISTING SHALL BE REMOVED AND THE TEES CAPPED. THE EXISTING 8'6" AND 8'8" STEEL SKID BEAMS SHALL BE REMOVED FROM ON TOP OF THE CURB. THE EXISTING CURB AND FLASHING ARE TO REMAIN. ALL CONDUITS/PENETRATIONS/OPENINGS FROM THE FACILITY CONNECTING TO THE EXISTING CHILLER SHALL BE CAPPED/FILLED IN ACCORDANCE WITH ICD 705. NO PENETRATIONS SHALL BE LEFT OVERNIGHT UNLESS COMPLIANT WITH ICD 705 AND SHALL BE INSPECTED BY THE ADVANCED PROGRAM OFFICE AND COR FOR APPROVAL. 2. EXISTING CONDUIT AND WIRING FROM EXISTING CHILLER 'XCH-1' TO SWITCHBOARD EXISTING CONDUIT AND WIRING FROM EXISTING CHILLER 'XCH-1' TO SWITCHBOARD 'MSB' SHALL BE REMOVED COMPLETE. CUT, FILL, AND CAP EXISTING CONDUIT THROUGH ROOF ON BOTH ENDS SO AS TO NOT DISTURB THE SECURITY PARTITIONS. THIS WORK SHALL BE COMPLETED AFTER THE PROPOSED CHILLER IS OPERATIONAL AND FULLY TESTED. 3. REMOVE EXISTING 3P-250A CIRCUIT BREAKER WITHIN SWITCHBOARD 'MSB' SERVING REMOVE EXISTING 3P-250A CIRCUIT BREAKER WITHIN SWITCHBOARD 'MSB' SERVING EXISTING CHILLER 'XCH-1'. THIS WORK SHALL BE COMPLETED AFTER THE PROPOSED CHILLER IS OPERATIONAL AND FULLY TESTED. 4. CONTRACTOR HAS A 2 WEEKS (10 BUSINESS DAYS) MAXIMUM OF DOWN TIME FOR THE CONTRACTOR HAS A 2 WEEKS (10 BUSINESS DAYS) MAXIMUM OF DOWN TIME FOR THE TRANSFER OF XCH-1 TO CH-1. THIS INCLUDES ALL WORK FOR CONTROLS, TESTING, BALANCING, AND ELECTRICAL. AFTER THIS 2 WEEKS USERS OF THE SPACE SHALL BE ABLE TO RESUME NORMAL BUILDING OPERATIONS. CONTRACTO TO PROVIDE 2 MONTH SCHEDULING REQUEST, TO BE APPROVED BY COR, PRIOR TO CHILLER TRANSFER WORK.

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NEW WORK KEYNOTES ' '

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1. PROVIDE 3P-400AF/400AT LSI CIRCUIT BREAKER WITHIN EXISTING SPACE IN PROVIDE 3P-400AF/400AT LSI CIRCUIT BREAKER WITHIN EXISTING SPACE IN SWITCHBOARD 'MSB'. EXISTING SWITCHBOARD 'MSB' IS EATON POW-R-LINE-C, 480/277V, 1600A, 3-PHASE, 4-WIRE, 65KAIC. 2. PROVIDE 3#500MCM,1#3G.,3”C FROM SWITCHBOARD 'MSB' TO CHILLER 'CH-1'. PROVIDE 3#500MCM,1#3G.,3”C FROM SWITCHBOARD 'MSB' TO CHILLER 'CH-1'. C FROM SWITCHBOARD 'MSB' TO CHILLER 'CH-1'. CONDUIT SHALL BE ROUTED TO FOLLOW CHILLER PIPING TO CHILLER 'CH-1'. 3. PROVIDE 3P/400A NEMA 3R UNFUSED DISCONNECT SWITCH AT CHILLER 'CH-1'. PROVIDE 3P/400A NEMA 3R UNFUSED DISCONNECT SWITCH AT CHILLER 'CH-1'. COORDINATE EXACT LOCATION AND MOUNTING OF DISCONNECT SWITCH IN FIELD. PROVIDE CONVENIENCE WEATHERPROOF GFI RECEPTACLE FOR CHILLER TIED INTO LOCAL 120V, 20A, RECEPTACLE CIRCUIT WITH 2#12,1#12G,3/4"C. 4. FINAL LOCATION OF THE CHILLER SHALL BE AS PER THE SITE CIVIL PLANS. IF THERE FINAL LOCATION OF THE CHILLER SHALL BE AS PER THE SITE CIVIL PLANS. IF THERE IS ANY CONFLICT IN LOCATION THE SITE CIVIL PLANS SHALL SUPERCEDE THE MECHANICAL PLANS. 5. CONTRACTOR IS RESPONSIBLE TO PROVIDE A SIESMIC COMPATABLE PIPE SUPPORT CONTRACTOR IS RESPONSIBLE TO PROVIDE A SIESMIC COMPATABLE PIPE SUPPORT CONFIGURATION TO ALLOW THE PIPING TO SPAN THE GAP WITHOUT ANY MOUNTING POINTS ON THE SIMULATOR BAY WALLS OR ROOF. 6. CONTRACTOR IS RESPONSIBLE TO PROVIDE A STEP UP AND OVER THE CHILLED WATER CONTRACTOR IS RESPONSIBLE TO PROVIDE A STEP UP AND OVER THE CHILLED WATER PIPING FOR THE WALKWAY THAT PROTECTS THE PIPING FROM DAMAGE.

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MEN'S BATHROOM

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UNCLASSIFIED COMM.

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CRAC

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XHWS

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XHWR

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HWS

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XCHWS

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XCHWR

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XHWS

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XHWR

AutoCAD SHX Text 2-1/2"

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XCHWR

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XV2-1

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XHVAC-2

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XB-1

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XB-2

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XE.T.

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XA.S.

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XA.C.

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2" XCHWS/R UP TO XHVAC-2 WITH EXISTING 3-WAY BYPASS TO BE CLOSED.

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XCHWS

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XCHWR

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XCHWS

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DP2

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ACV

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4"XCHWS/R DN FROM ROOF

AutoCAD SHX Text Date: 06/01/2022-10:40, Dwg: 21V06ME M1.1.dwg, Tab: M1.1, User: Rnealley06/01/2022-10:40, Dwg: 21V06ME M1.1.dwg, Tab: M1.1, User: Rnealley, Dwg: 21V06ME M1.1.dwg, Tab: M1.1, User: Rnealley21V06ME M1.1.dwg, Tab: M1.1, User: Rnealley, Tab: M1.1, User: RnealleyM1.1, User: Rnealley, User: RnealleyRnealley

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MECHANICAL SITE PLAN

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SCALE: 1" = 20'-0"

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FIRST FLOOR PARTIAL PIPING PLAN

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SCALE: 1/8"=1'-0"

Pipe Spacing

Height Off Roof

Varies

C O N S U L T A N T S

A R C H I T E C T S

1 1 7 S t. P a u l S t r e e t

3 r d F l o o r

B u r l i n g t o n, V T

0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

R E V I S I O N S

DATE: JUNE 3, 2022

SCALE: AS NOTED

CHECKED:

DRAWN:

SAS PROJECT NO: 1209

CURZ : 212316

P R O J E C T

REPLACEMENT

B-120

CHILLER

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CIVIL

CIVIL ENGINEERING

ASSOCIATES

10 MANSFIELD VIEW LANE

SOUTH BURLINGTON, VT 05403

STRUCTURAL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET

S. BURLINGTON, VT 05403

P: 802-660-9212

MECHANICAL/

ELECTRICAL:

YEATON ASSOCIATES

40 SOUTH RIVER ROAD #36

BEDFORD, NH 03110

P: 603-444-6578

YA# 21V06ME

www.yeatonassociates.com

ST

A T E O F V ERMONT

P R

O

F E S S I O N A L E N G IN

EE

R

R E G I S T E R

E D

NO. 5915

W A

YNE G. FILLIO

N

M5.1

MECHANICAL

DETAILS AND

SCHEDULES

RCN

RCN

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HORIZONTAL PIPE GUIDE DETAIL

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CHANNEL OR BUILDING STRUCTURE

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SPIDER

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PIPE GUIDE

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BOLT (TYP.)

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SET SCREW

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PIPE

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SERVICE PIPING.

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TYPICAL PIPE HANGER & ROLLER DETAIL

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PIPE ROLL STAND

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ANGLE SUPPORT BY MECHANICAL CONTRACTOR.

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INSULATION (TYP.)

AutoCAD SHX Text SERVICE PIPING AS INDICATED IN SPECIFICATIONS SHALL BE INSTALLED ON ROLLER HANGERS.

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BOLT (TYP.)

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GALVANIZED INSUL. SHIELD PER SPEC. SECTION 230719.

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GALVANIZED INSUL. SHIELD PER SPEC. SECTION 230719.

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PIPE HANGER PER SPECIFICATIONS.

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CHILLER EVAPORATOR PIPING DETAIL

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EVAPORATOR

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DRAIN (CAPPED)

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1" BALL VALVE

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(TYP. 2)

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VALVE VENT.

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CAPPED BALL

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GAUGE COCK

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BUTTERFLY VALVE

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BLOWDOWN.

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STRAINER WITH

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(TYP.)

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4" CHWS

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(TYP. 2)

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SWITCH

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FLOW

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4" CHWR

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(TYP.)

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FLEXIBLE CONNECTOR

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FLANGE (TYP.)

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SENSOR (TYP. 2)

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GAUGE

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PRESSURE

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PRESSURE

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AIR-TO-WATER HEAT PUMP SCHEDULE

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NO.

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MAKE & MODEL

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TONS PER MODULE

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NO. OF MODULES

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MODULES OPERATING/RESERVE

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COOLING MODE PERFORMANCE

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ELECTRICAL

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MCA

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MOCP

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REMARKS

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TONS

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EER

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COP

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GLYCOL

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EWT

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LWT

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FLOW RATE

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WPD

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VOLTS

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PH

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CY

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CH-1

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AutoCAD SHX Text 4/1

AutoCAD SHX Text 102.9

AutoCAD SHX Text 12.11

AutoCAD SHX Text 3.553

AutoCAD SHX Text 30% P.G.

AutoCAD SHX Text 52°F

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270 GPM

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AutoCAD SHX Text FURNISH AIR SOURCE MODULAR CHILLER COMPRISED OF (5) 30-TON MODULES, EACH MODULE SHALL HAVE SCROLL COMPRESSORS WITH 410A REFRIGERANT, COMPRESSOR WRAPS FOR SOUND ATTENUATION, ISOLATION VALVES, STRAINERS, MICROPROCESSOR CONTROLS, QUICK INTERCONNECT MODULAR DESIGN, DISCONNECT PER MODULE, 5-YEAR WARRANTY, VARIABLE FLOW EVAPORATOR, MAIN POWER DOOR INTERLOCK DISCONNECT SWITCH, INTEGRAL PUMPS WITH VFD CONTROLS, INTEGRAL FREE COOLING, 160 GALLON TANK, AIR SEPARATOR, LOW AMBIENT KIT FOR OPERATION TO -20°F, ECM FANS, INTERFACE PANEL AND SINGLE POINT POWER CONNECTIONS. UNIT SHALL BE SHIPPED IN MODULES, A FACTORY MOUNTED DDC PANEL WITHSCHNEIDER ELECTRONICS INTEGRATION CAPABILITY AND FIELD ASSEMBLED ON SITE. SITE INSPECTION, START-UP AND TESTING MUST BE PERFORMED BY A FACTORY REPRESENTATIVE. DIMENSIONS 359.5" LONG x 86" WIDE x 101.5" TALL. EXPANSION TANK IN PUMP MODULE UNIT IS COMPRISED OF THE FOLLOWING MODULES: (1-2) ACCESSORY MODULES WITH 160 GAL. CHILLER TANK AND PUMP (270.0 GPM @ 110.0' EXTERNAL HEAD, 20 HP MOTOR WITH VFD), (3-7) CHILLER MODULES WITH FREE COOLING. 70% WATER/30% PROPYLENE GLYCOL.

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%%UCH-1 PLAN

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%%UKEY INFORMATION

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- The support shall be engineered to ensure member/

AutoCAD SHX Text component capacities and deflection criteria are not

AutoCAD SHX Text exceeded. Maximum loading from any base to the

AutoCAD SHX Text finished roof surface is not to exceed 2.0 psi unless

AutoCAD SHX Text specifically allowed otherwise in the project specification.

AutoCAD SHX Text Deflection in the horizontal header bar is not to exceed the

AutoCAD SHX Text span length by 360 or 1/8.

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- Recommended spacing is not to exceed 10 feet centers

AutoCAD SHX Text depending upon the load. Make certain each pipestand is

AutoCAD SHX Text properly elevated to even loadweight at all pipestands.

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- Width and height are built job specific based on information

AutoCAD SHX Text provided to manufacturer.

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- Frame is made with 12 Gauge Channel; size is determined

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- Base Material: Hot dip galvanized or stainless steel

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- All metal parts are hot dip galvanized or stainless steel

AutoCAD SHX Text Clevis Hanger

AutoCAD SHX Text %%UIsometric View

AutoCAD SHX Text %%UTop View

AutoCAD SHX Text %%USide View

AutoCAD SHX Text %%UFront View

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ROOFTOP PIPE ROLL STAND DETAIL

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1 1/2" X 1 1/2" X 1/8" ANGLE IRON BRACKETS. (TYP.)

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DOUBLE BOLT RISER CLAMP (TYP.)

AutoCAD SHX Text NOTE: ALL ANGLE IRONS TO BE PAINTED WITH 2 COATS RUST INHIBITOR PAINT. COLOR DETERMINED BY VTANG

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SECTION

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WALL

AutoCAD SHX Text ANCHORS SHALL BE CERTIFIED TO BE COMPATIBLE BY MANUFACTURER WITH EXISTING WALL CONSTRUCTION: METAL SIDING WITH 4" SCORED SPLIT FACE CMU VENEER AND 8" METAL STUD BACKUP

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DOUBLE BOLT RISER CLAMP (TYP.)

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1 1/2" X 1 1/2" X 1/8" ANGLE IRON BRACKETS. (TYP.)

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SECTION

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VERTICAL EXTERIOR PIPE SUPPORT DETAIL

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- Final design and configuration is the responsibility of the contractor

AutoCAD SHX Text and it is a delegated design to the manufacturer retained by the

AutoCAD SHX Text successful contractor.

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GRADE

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(#1 & #2 STONES)

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UNDISTURBED EARTH

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BEDDING (FINE GRAVEL)

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HAUNCHING (1/2 O.D. HEIGHT)

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INITIAL BACKFILL (12" MIN.)

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FINAL BACKFILL

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6" MIN.

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5'-0" MIN.

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PIPE EMBEDMENT

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PIPE

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18"WIDER THAN PIPE O.D.

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EXCAVATED TRENCH WIDTH

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PIPE TRENCH CROSS SECTION (TYP)

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AutoCAD SHX Text Date: 06/01/2022-10:40, Dwg: 21V06ME M5.1.dwg, Tab: M5.1, User: Rnealley06/01/2022-10:40, Dwg: 21V06ME M5.1.dwg, Tab: M5.1, User: Rnealley, Dwg: 21V06ME M5.1.dwg, Tab: M5.1, User: Rnealley21V06ME M5.1.dwg, Tab: M5.1, User: Rnealley, Tab: M5.1, User: RnealleyM5.1, User: Rnealley, User: RnealleyRnealley