JADOC II Drawings - Amendment 1 - 03.02.22.pdf
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- Attached to
- P-5001 DBB, JOINT AIR DEFENSE OPERATIONS PHASE II, JOINT BASE ANACOSTIA-BOLLING, WASHINGTON, DC
- Solicitation number
- N4008021R3502
About this file
This solicitation is for a construction project to complete the second phase of the Joint Air Defense Operations Center permanent facility. The project scope includes constructing a two-story facility with concrete foundation and structural steel frame, along with site improvements, security features, and communications infrastructure. Special construction requirements apply for controlled intelligence space and architectural finishes. The facility must comply with Department of Defense antiterrorism standards. The construction is located at Joint Base Anacostia-Bolling in Washington, DC. The solicitation is available through the Navy Electronic Commerce Online website.
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Text version
SITE
NAVAL FACILITIES
ENGINEERING COMMAND ®
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE 10/27/2021
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
TH
E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> MDR/MLR
BRANCH MANAGER HR
CHIEF ENG/ARCH TC
FIRE PROTECTION JG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
A
B
C
D
1 2 3 4 5
1 2 3 4 5
FY22 MCON PROJECT P-5001
JOINT AIR DEFENSE OPERATIONS CENTER
(JADOC) PHASE II
FOUO
FOUO
Approved by AFCEC via email
NTS
2/
/2
1:
:5
PM
THE NAVY YARD
WASHINGTON D.C.
JOINT BASE ANACOSTIA BOLLING, WASHINGTON, D.C.
AMENDMENT #1: CHILLER RE-DESIGN
MARCH 2, 2022
NAVAL FACILITIES ENGINEERING COMMAND, WASHINGTON D.C.
CONTRACT NUMBER : N40080-21-R-3502
SOLICITATION NUMBER : N-40080-20-F4-310
G-001
W
AS
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IN
GT
O N D
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13134470
N40080-21-R-3502
1673850
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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
X X X
X X
X X
X X
XXX
X
X
X
PIV
FDC
NO PARKING
C
O
D
C
O
C
B
CB
C
B
D
CO
C
O
CB
CB
C
O
C
O
C
O
C
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C
O
C
O
C
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S
S
C
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S
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D
R
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R
R
R
TYP.
TYP.
TYP.
TYP.
TYP.
PRIMARY FACILITY
FFE: 19.50 (CIVIL)
FFE: 0.00 (ARCH)
BMP#1
BMP#2
BM
P#
13 12
8 28
9'
19'
9'
19'
9'
19'
B-4B-5
B-2
B-1
B-10
B-11
B-3
B-6
B-12
B-9
B-15
B-14
B-8
B-13
B-7
A
B
C
D
1 2 3 4 5
A
B
C
D
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
1 2 3 4 5
P
M
N A
V A
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F
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A S
H I N
G T
O N
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S C
R I P
T I O
N D
A T
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P P
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Approved by AFCEC via email
FOUO
FOUO
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
STORMWATER MANAGEMENT AREA
1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN
PLOTTED FROM AVAILABLE SURVEYS AND RECORDS; AND
THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE
ONLY. IT IS POSSIBLE THERE MAY BE OTHERS. THE EXISTENCE OF
WHICH IS PRESENTLY NOT KNOWN OR SHOWN. DETERMINE THEIR
EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.
1" = 40'A1 SITE PLAN
CS101
N
GENERAL NOTES
LEGEND
GRAPHIC SCALE
KEYED NOTES
0 40' 80'
1" = 40'
20' 120'
ASPHALT PAVEMENT, REFER TO C1/C-501
CONCRETE PAVEMENT, REFER TO B1/C-501
CONCRETE SIDEWALK, REFER TO C2/C-501
ACCESSIBLE CURB RAMP, REFER TO A3/C-502
CONCRETE CURB AND GUTTER, REFER TO C5/C-502
STORMWATER MANAGEMENT AREA, REFER TO CG301
CABLE REINFORCED SINGLE CANTILEVERED SLIDING ORNAMENTAL
GATE, REFER TO C-509
8-FT TALL CABLE REINFORCED ORNAMENTAL FENCE, REFER TO C-505
CONCRETE FILLED BOLLARD, REFER TO B1/C-502
CONCRETE WHEEL STOP, REFER TO A1/C-502
CONCRETE EQUIPMENT PAD WITH RELOCATED DIESEL FUEL TANK
INCLUDING ASSOCIATED CONTROL PANELS AND FUEL CONDITIONING
EQUIPMENT, PAD SIZE TO MATCH EXISTING. TANK MUST BE LOCATED
MINIMUM 25' FEET FROM BUILDING STRUCTURE.
8-FT TALL CABLE REINFORCED ORNAMENTAL FENCE WITH 10-FT WIDE
DOUBLE SWING GATE, REFER TO C-509
DUMPSTER ENCLOSURE ADDITION WITH 10' X 10' CONCRETE APRON
TANDEM CONTROLLED ACCESS TURNSTILE AND ABA ACCESSIBLE SIDE
GATE W/ CANOPY. PROVIDE ABA PUSH PLATE PEDESTAL AND CAC
CARD READER, REFER TO C-504
PEDESTRIAN EGRESS ONLY SINGLE SWING GATE, REFER TO C-509
CONCRETE VALLEY GUTTER, REFER TO D1/C-502
MEET AND MATCH EXISTING CURB AND GUTTER
MEET AND MATCH EXISTING PAVEMENT
CONCRETE FLUSH CURB, REFER TO D3/C-502
CONCRETE CURB TAPER, REFER TO B2/C-501
STOP SIGN AND STOP BAR, REFER TO A1, D2/C-503
"NO PARKING" PAVEMENT MARKINGS, REFER TO D1/C-503
CONCRETE HEADER CURB, REFER TO D2/C-502
TWO - 9'-3" x 5'-3" CONCRETE EQUIPMENT PAD FOR MECHANICAL
EQUIPMENT. REFER TO STRUCTURAL DWGS DETAIL A3/S503
HANDICAP PARKING SYMBOL PAVEMENT MARKING, REFER TO D2/C-503.
ACCESSIBLE PARKING SIGNAGE, REFER TO A3/C-503
SITE LIGHTING FIXTURE, REFER TO ELECTRICAL DWGS
BRICK COLUMN WITH WOOD INFILL FENCE TO MATCH EXISTING
RELOCATED CONEX CONTAINER (3 EA.) COORDINATE FINAL LOCATION
WITH CONTRACTING OFFICER.
RELOCATED FUSION PAD. REFER TO ELECTRICAL DWGS A3/E-401 AND
TELECOMMUNICATIONS DWGS T-100
RETRACTABLE MANUAL BOLLARD, REFER TO A5/C-502
GRAVEL DIAPHRAGM, REFER TO D1/CG501
03/02/2022
G
J
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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
X
XXXX
PIV
FDC
NO PARKING
C
O
D
C
O
C
B
CB
C
B
C O
C
O
C
O
C
O
S
S
C
O
S
S
D
R
R
R
R
R
PRIMARY FACILITY
FFE: 19.50 (CIVIL)
FFE: 0.00 (ARCH)
R20.0'
R6.0'
R23.0'
R25.0'
R30.0'
186 187
5' (T
YP
3+00
L
L2
C
5' (T
YP
CL ROAD A
R15.5'
5'
5'
34'
28'
7.7
7.7
5'
5'
5'
7.7'
6'
6'
6'
263 264
6'
12.5'
20'
6'
A
B
C
D
1 2 3 4 5
A
B
C
D
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
1 2 3 4 5
P
M
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
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M A
N D
W
A S
H I N
G T
C
D E
S C
R I P
T I O
N D
A T
E A
P P
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P -5
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R
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I G
N
Approved by AFCEC via email
FOUO
FOUO
CS103
0 20' 40'
1" = 20'
10' 60'
1" = 20'A1 LAYOUT PLAN
1. REFER TO SHEET CS104 FOR PINT COORDINATE POINT DATA.
2. SITE DIMENSIONS ARE TO FACE OF CURB, PROPERTY LINE OR FACE
OF BUILDING UNLESS OTHERWISE NOTED. ALL DIMENSIONS AND
RADII TO OR FROM CURB LINES ARE TO FACE OF CURB.
MA
TC
HL
IN
E
RE
FE
R
TO
C
S1
GENERAL NOTES
GRAPHIC SCALE
POINT TABLE
DESC
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
DUMPSTER ENCLOSURE
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FENCE
NORTHING
423680.31
423785.94
423786.67
423790.54
423806.07
423838.19
423843.53
423828.09
423823.11
423701.84
423672.81
423658.38
423486.76
423260.94
423234.74
423213.95
423240.55
423286.71
423310.96
423342.85
423341.03
423350.44
423720.09
423763.78
423768.64
423769.25
423766.24
423750.74
423779.71
423792.84
423799.05
423786.51
423765.51
423768.50
423781.74
423737.18
423722.56
423717.69
423716.96
423719.70
423728.62
423742.16
423748.39
423743.53
423715.72
423701.25
423704.09
423717.28
423706.14
423604.26
EASTING
1305223.42
1305196.46
1305199.32
1305202.33
1305198.50
1305323.88
1305379.89
1305378.97
1305383.52
1305525.92
1305533.33
1305557.65
1305580.78
1305570.43
1305601.68
1305522.42
1305544.71
1305548.44
1305519.65
1305539.52
1305550.35
1305553.59
1305238.04
1305226.88
1305229.77
1305232.66
1305236.54
1305240.50
1305353.86
1305350.50
1305354.84
1305427.99
1305429.25
1305421.74
1305418.36
1305243.96
1305247.70
1305244.81
1305241.94
1305433.71
1305468.58
1305465.12
1305469.61
1305480.13
1305495.97
1305491.88
1305484.14
1305480.77
1305437.17
1305573.54
POINT TABLE
DESC
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
DUMPSTER ENCLOSURE
FACE OF CURB
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
SIDEWALK
SIDEWALK
SIDEWALK
EDGE OF PAVEMENT
EDGE OF PAVEMENT
FACE OF CURB
EDGE OF PAVEMENT
FENCE
FACE OF CURB
EDGE OF PAVEMENT
NORTHING
423310.32
423254.88
423269.76
423289.24
423562.42
423635.28
423620.84
423478.08
423662.08
423659.61
423352.68
423433.59
423433.79
423436.03
423408.94
423407.49
423402.65
423400.22
423360.22
423350.84
423591.08
423567.29
423566.06
423570.50
423587.99
423613.27
423603.58
423284.82
423235.72
423262.24
423274.73
423307.72
423647.98
423642.54
423695.49
423598.91
423603.94
423580.99
423587.09
423480.90
423382.65
423378.78
423376.35
423351.80
423347.32
423336.94
423341.74
423337.45
423242.86
423686.86
EASTING
1305517.75
1305531.90
1305335.08
1305302.24
1305196.20
1305482.15
1305506.48
1305542.93
1305572.15
1305562.46
1305337.59
1305295.84
1305288.57
1305297.29
1305302.14
1305304.57
1305305.81
1305304.36
1305314.57
1305330.38
1305267.96
1305271.97
1305267.17
1305260.32
1305255.85
1305375.25
1305377.72
1305415.77
1305428.30
1305467.20
1305516.00
1305507.58
1305565.43
1305544.11
1305475.92
1305560.68
1305554.44
1305559.27
1305562.88
1305557.83
1305489.35
1305474.17
1305472.73
1305479.00
1305461.43
1305412.27
1305431.51
1305510.82
1305456.24
1305442.10
POINT TABLE
DESC
SIDEWALK
SIDEWALK
FENCE
FENCE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
FACE OF CURB
FACE OF CURB
FACE OF CURB
FACE OF CURB
COLUMN LINE G2.5
COLUMN LINE G6.8
COLUMN LINE J2.5
COLUMN LINE J6.8
FENCE
FENCE
FENCE
FENCE
FENCE
CONCRETE BOLLARD
CONCRETE BOLLARD
CONCRETE BOLLARD
SIDEWALK
SIDEWALK
EQUIP. PAD
EQUIP. PAD
EQUIP. PAD
EQUIP. PAD
NORTHING
423223.81
423244.61
423426.01
423371.62
423683.27
423706.17
423718.71
423365.76
423226.19
423229.23
423242.41
423239.56
423441.06
423419.37
423354.09
423332.41
423410.12
423401.42
423288.66
423227.51
423608.72
423344.56
423348.90
423336.98
423555.62
423573.60
423454.30
423437.29
423410.41
423395.61
EASTING
1305520.24
1305599.57
1305556.22
1305551.38
1305235.05
1305251.89
1305248.68
1305533.68
1305529.34
1305540.91
1305591.13
1305580.34
1305427.63
1305342.69
1305449.83
1305364.89
1305271.38
1305237.30
1305409.11
1305424.72
1305590.98
1305454.70
1305447.00
1305416.90
1305274.95
1305272.43
1305491.66
1305485.68
1305497.47
1305501.25
ALIGNMENT LINE TABLE
L#
L5
L4
L3
L2
L1
LENGTH
255.97'
124.39'
78.81'
228.08'
228.30'
BEARING
S75° 40' 04.85"W
S75° 40' 04.85"W
S14° 19' 55.15"E
N14° 19' 17.47"W
N04° 37' 06.99"E
BEGIN (N,E)
(423764.10,1305478.61)
(423807.10,1305331.82)
(423776.31,1305211.30)
(423477.89,1305570.71)
(423218.86,1305555.00)
END (N,E)
(423700.74,1305230.61)
(423776.31,1305211.30)
(423699.95,1305230.81)
(423698.88,1305514.29)
(423446.41,1305573.38)
ALIGNMENT CURVE TABLE
C#
C2
C1
P.I. (N,E)
(423844.24,1305477.18)
(423462.37,1305574.67)
P.C. (N,E)
(423698.88,1305514.29)
(423446.41,1305573.38)
P.T. (N,E)
(423807.10,1305331.82)
(423477.89,1305570.71)
Δ
090° 00' 37.67"
018° 56' 24.46"
DIRECTION
N59° 19' 36.31"W
N04° 51' 05.24"W
RADIUS
150.00'
96.00'
LENGTH
235.65'
31.73'
A
B
C
D
1 2 3 4 5
A
B
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D
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
1 2 3 4 5
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H I N
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Approved by AFCEC via email
FOUO
FOUO
CS104
T
T
T
135 4910 7 6 2.18 3.7
8.9 6.8
4.9
4.9
4.4
4.4
3.8
3.8
3.1
3.1
2.5
2.5
2.05
2.05
H
I
G1
W ORKSHOP &
ASSEMBLY
STORAGE
ARMY DUTY DESK
OFFICE
STAIR C
100C
ARMS
MAINTENANCE
AREA
ARMS VAULT
182A
REUSABLE
CONTAINER AREA
SHIPPING &
RECEIVING
176 COMM
ELECTRICAL
STAIR D
100D
MECHANICAL
FIELD
ENGINEERING
OPS & PLANNING
171B
LASER & CAMERA
LAB
171A
ACCESSIBLE
SHOW ER/TOILET
ACCESSIBLE
SHOW ER/TOILET
ACCESSIBLE
SHOW ER/TOILET
194ACCESSIBLE
SHOW ER/TOILET
ACCESSIBLE
SHOW ER/TOILET
STOR.
JAN
C3 M-301
C4 M-302
B1 M-302
A1
M-302 VAV
VAV
VAV
VAV
VAV
VAV
VAV
EF
VAV
A3 M-301
C2 M-301
A4 M-302
UH
UH
3/ 4" ø H
W S/
R
FCU
FCU
1/ 2" ø H
W S/
R
3/ 4" ø C
H W
S 3/
4" ø
C H
W R
1/ 2" ø C
H W
S/ R
1/ 2" ø H
W S/
R
1/2"ø
HWS/R
1/ 2" ø H
W S/
R
1 1/4"ø
HWS
1 1/4"ø
HWR
1/2"ø
HWS/R
A1 M-301
1 1/4"ø
HWR
1 1/4"ø
HWS
1/2"ø
CHWS/R
M-401 A1
1/ 2" ø H
W S/
R
1/ 2" ø H
W S/
R
1/2"ø
HWS/R
C4 M-301
C1 M-302
FC
U
1"ø C
1" ø C
1" ø C
1"ø C
3/4"ø
CHWS/R
1 1/4"ø
HWS/R
1"Ø C UP
1"Ø C
DOWN
1/2"ø
HWS/R
1/ 2" ø H
W S
1/ 2" ø H
W R
1/
4" ø
H W
R
1/
4" ø
H W
S
GUIDE
GUIDE
GUIDE GUIDE
GU
ID
E
GU
ID
E
EXL-1
EXL-3
EXL-4
EXL-2
R
S/ R
L
B3 M-301
FLUSHING
BYPASS
1 1/4"ø
HWS/R
100D
1/
4" ø
H W
S/ R
FLUSHING BYPASS
1 1/4"ø
HWS/R 1
1/ 4" ø H
W S/
R
N
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE 10/27/2021
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
TH
E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> MDR/MLR
BRANCH MANAGER RS
CHIEF ENG/ARCH TC
FIRE PROTECTION JG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS NOTED
1 2 3 4 5
FOUO
FOUO
Approved by AFCEC via email
2/
/2
2:
:0
PM
M P
1-
FI
R
S T
FL
O
O R
P
LA
N
M E
C H
A N
IC
A
L P
IP
IN
G
MP101
302209
W
AS
H
IN
GT
O N D
.C
13134678
N40080-21-R-3502
1673850
DT DT JL
FI
RS
T
FL
O O R
P
LA
N
M
EC
H
AN
IC
AL
PI
P
IN
G
JO
IN
T B
AS
E
AN
AC
O
ST
IA
B O
LL
IN
G
P-
JA
D
O C
P H
AS
E
II
N A
VA
L
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D , W
AS
H
IN
G
TO
N
W
AS
H
IN
GT
O N D
.C
TH
E
N
AV
Y
YA
RD
1/8" = 1'-0"A1 FIRST FLOOR PLAN - MECHANICAL PIPING
GENERAL NOTES
GRAPHIC SCALE(S)
KEY PLAN
NEW WORK KEYED NOTES#
GRAPHIC SCALE 1/8" = 1'-0"
24'4' 8' 16'
1. REFER TO SHEET M-001 FOR MECHANICAL SYMBOLS,
ABBREVIATIONS, AND GENERAL NOTES.
1. PROVIDE ENCLOSURE W ITH STEP DOW N TRANSFORMER TO
POWER VAV BACNET CONTROLLERS AND ASSOCIATED CONTROL
DEVICES. ENCLOSURE MUST BE MOUNTED 9' 4" AFF.
2. BAS PANEL ASSOCIATED WITH FCU-11.
3. INSTALL RELOCATED CONDENSING UNIT ON 4" TO 6" TALL
SUPPORTS WITH VIBRATION ISOLATION PER MANUFACTURERS
INSTALLATION INSTRUCTIONS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
AM
EN
D
M
EN
T #1
C
H
IL
LE
R
R E-
D
ES
IG
N
/0
2/
2.05
Level 1 0' - 0"
Level 2 13' - 4"
ROOF
27' - 4"
2.05 12.05
C1 M-301
C2 M-301
A4 M-302
BT
AHU
P
P
3"ø
CHWS
3"ø
CHWR
P
16x28 RA x1
R
A
P
BAS PANEL
BAS PANEL
3" ø
C H
W R
3" ø
H W
R
CPF
1/
2" ø
H W
S
3/4"ø
HWS
2" ø
H W
S
2" ø
H W
S
3/4"ø
HWS
2"ø
HWS
2"ø
HWS
1 1/2"ø
HWR
CPF
3/ 4" ø C
H W
S
3/ 4" ø C
H W
R
I
Level 2 13' - 4"
ROOF
27' - 4"
I
Service Hatch
Hoist Needed
C2 M-302
A1 M-301
34x24 RA24x20 SA
6ø OA 6ø OA
DOAS
2"ø
CHWS
1 1/2"ø
HWS
2"ø
CHWR
32x24 OA 1 1/2"ø
HWR
Level 1 0' - 0"
Level 2 13' - 4"
A1 M-301
P
3"ø
HWR
3"ø
CHWS
3"ø CHWR 3"ø
HWR
1/
4" N
G
3" ø
H W
R
6.86.8
Level 1 0' - 0"
6.86.86.8
14x10 EA
10x8 SA
8x10 EA
2"
DCW
3/4"
DHWR
1"
DHW
ACCESSIBLE
SHOW ER/TOILET
4" FSP
FD
II
Level 1 0' - 0"
Level 2 13' - 4"
II
14/12 EA
12ø SA
10/8 OA
1 1/4"ø
HWR
1 1/4"ø
HWS
6x6 OA
STORAGE
CABLE TRAY
4" FSP
1 1/4"
NG
3"
DCW
GG
Level 1 0' - 0"
Level 2 13' - 4"
GG
14/12 SA
12ø SA
12ø OA
16x14 RA
1 1/4"ø
HWR
1 1/4"ø
HWS
14/10 EA
4" FSP
CABLE TRAY
II
Level 1 0' - 0"
Level 2 13' - 4"
III
C1 M-302
14/12 EA
1 1/4"ø HWR 1 1/4"ø
HWS 12/10 OA
16/10 SA
3"
DCW
1 1/4"
NG
CABEL TRAY
4" FSP
2.052.052.052.052.05
B1 M-302
28x16 RA
14/10 EA
10x12 SA x1
S
A
3/ 4" C A
10x8 SA
VAV
CABLE TRAY
4" FSP
26/16 SA
III
A1 M-301
2 1/2"ø
HWR
2 1/2"ø
CHWS/R
3" ø
H W
R
3" ø
H W
R
3" ø
C H
W R
3" ø
C H
W S
8' - 6"
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE 10/27/2021
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
TH
E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> MDR/MLR
BRANCH MANAGER RS
CHIEF ENG/ARCH TC
FIRE PROTECTION JG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS NOTED
1 2 3 4 5
FOUO
FOUO
Approved by AFCEC via email
2/
/2
2:
:0
PM
M -3
-M
EC
H
A N
IC
A
L B
U
IL
D
IN
G S
EC
TI
O N
M-301 302211
W
AS
H
IN
GT
O N D
.C
13134680
N40080-21-R-3502
1673850
DT DT JL
M
EC
H
AN
IC
AL
B
U
IL
DI
N G
SE
C
TI
O N
JO
IN
T B
AS
E
AN
AC
O
ST
IA
B O
LL
IN
G
P-
JA
D
O C
P H
AS
E
II
N A
VA
L
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D , W
AS
H
IN
G
TO
N
W
AS
H
IN
GT
O N D
.C
TH
E
N
AV
Y
YA
RD
1/4" = 1'-0"A1 MECHANICAL ROOM SECTION
1/4" = 1'-0"C1 MECHANICAL ROOM SECTION - SECOND FLOOR DUCT MAIN PENETRATIONS
1/4" = 1'-0"C2 FIRST FLOOR MECHANICAL ROOM W ALL - EAST
1/4" = 1'-0"A3 FIRST FLOOR W EST CORRIDOR AND EXHAUST PENETRATION
1/4" = 1'-0"B4 FIRST FLOOR SOUTH STORAGE ROOM
1/4" = 1'-0"C3 FIRST FLOOR NORTH STORAGE ROOM
1/4" = 1'-0"C4 DUCT CLEARANCES SE CORNER STORAGE
GRAPHIC SCALE 1/4" = 1'-0"
2' 4' 8' 12'
1/4" = 1'-0"B3 FIRST FLOOR W ORKSHOP ASSEMBLY VAV DUCT
1/4" = 1'-0"A2 EXTERIOR PIPING TO CHILLERS
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
AM
EN
D
M
EN
T #1
C
H
IL
LE
R
R E-
D
ES
IG
N
/0
2/
2.05
I
C2 M-301
AHU
A4 M-302
MECHANICAL
CH
AS
3/4"ø
CHWS/R
1 1/4"ø
HWS/R1
1/ 4" ø H
W S/
R
1/
2" ø
H W
S/ R
3"ø
HWR
P
3"ø
HWR3"
ø C
H W
S
P
1BT
2" ø
C H
W S 2" ø H
W S/
R
ET
14/12 EA
A1 M-301
P
SW
16x16 EA UP
16x16 OA UP
1 1/4"ø C
4'x6' SERVICE
HATCH ABOVE
1"Ø C DN
3"ø
CHWR
2"ø
HWS
CPF
1 1/2" HWR UP
1 1/4" C TO
NEAREST FD
1 1/2" HWS UP
28x16 RA 22x20 OA
20x14 OA UP
2" CHWS/R UP 2" HWS/R UP
HOT WATER SYSTEM
BYPASS WITH VALVE
1/ 2" ø H
W S/
R
1/ 2" ø H
W R
1 1/4"ø
HWR
1 1/4"ø
HWS/R
/1
E
A
CHILLED WATER SYSTEM
BYPASS WITH VALVE
UH
1"Ø C UP
1/
2" ø
H W
S
1/
2" ø
H W
R
FLOW METER
FL
OW
M
ET
ER
2" ø
C H
W R
2"ø
HWR
T
CH
A2 M-301
1/
2" ø
C H
W S/
R
3"ø
HWR
1/
2" ø
C H
W S/
R
2 1/2"ø
HWR
2 1/2"ø
HWR
1/
2" ø
C H
W S/
R
3"ø
HWR
3"ø
CHWS/R
M
M M M
MM
FL
OW
M
ET
ER
12.05
I
C1 M-301
A4 M-302
P
P
AHU
ET
SF
32x24 OA
16x16
24x24 EA
34x24 RA 4ø
24x20 SA
C2 M-302
4ø
4ø4ø
AFMS
8ø O
A x7
O
A
24x24 EA UP
16X16
EA DN
16/20 OA DN
32x24 OA UP
B
B
4" INLET
4'X6' SERVICE
HATCH
22x22 RA
2"ø
CHWS/R
1 1/2"ø
HWS
AS
2 A1
M-301
16x16
4" EXHAUST 6
1"ø C
1 1/4"ø C
CPF
2" HWS DN
16x16 DN
M
TS
HSTS
N
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE 10/27/2021
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
TH
E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> MDR/MLR
BRANCH MANAGER RS
CHIEF ENG/ARCH TC
FIRE PROTECTION JG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS NOTED
1 2 3 4 5
FOUO
FOUO
Approved by AFCEC via email
2/
/2
2:
:1
PM
M -4
-E
N
LA
R G
E D
M
EC
H A
N
IC
AL
R
O O
M P
LA
N
M-401 302213
W
AS
H
IN
GT
O N D
.C
13134682
N40080-21-R-3502
1673850
DT DT JL
EN
LA
R
GE
D M
EC
H
AN
IC
AL
RO
O M
PL
AN
JO
IN
T B
AS
E
AN
AC
O
ST
IA
B O
LL
IN
G
P-
JA
D
O C
P H
AS
E
II
N A
VA
L
FA
C
IL
IT
IE
S
EN
G
IN
E
ER
IN
G C
O M
M
AN
D , W
AS
H
IN
G
TO
N
W
AS
H
IN
GT
O N D
.C
TH
E
N
AV
Y
YA
RD
1/4" = 1'-0"A1 FIRST FLOOR MECHANICAL ROOM
1/4" = 1'-0"C1 SECOND FLOOR MECHANICAL ROOM
GENERAL NOTES
GRAPHIC SCALE(S)
KEYED NOTES#
GRAPHIC SCALE 1/4" = 1'-0"
2' 4' 8' 12'
1. PUMPS, EXPANSION TANK AND AIR SEPARATOR ARE BELOW THE
STAIRS. PUMPS ARE STACKED ONE ABOVE THE OTHER AGAINST
THE WALL.
2. BAS PANEL ASSOCIATED WITH AHU-1.
3. BAS NETWORK PANEL.
4. BAS PANEL ASSOCIATED WITH HEATING HOT WATER SYSTEM.
5. PROVIDE MANUALLY OPERATED REMOTE SHUTDOWN SW ITCH AS
SHOWN ON THE FLOOR PLAN AND MARKED FOR EASY
IDENTIFICATION. CONSIDERATION MUST BE GIVEN TO THE TYPE
AND LOCATION OF THE SWITCH IN ORDER TO SAFEGUARD
AGAINST TAMPERING. ACTIVATION OF THE EMERGENCY SHUT
DOW N SWITCH MUST IMMEDIATELY SHUT OFF FUEL SUPPLY TO
EACH BOILER. THE BAS MUST MONITOR STATUS OF THE SWITCH
AND STOP HOT WATER PUMP(S) WHEN EMERGENCY SWITCH IS
ACTIVATED.
6. PROVIDE REMOVABLE BIRD SCREENS ON BOILER INLET AIR AND
FLUE TERMINATIONS. TERMINATE INLET AIR THROUGH A DOWN
TURNED ELBOW.
7. PROVIDE AIRFLOW MEASURING STATION IN VERTICAL 16x16
EXHAUST DUCT. SEE M-302/A4. INTERLOCK WITH MOTORIZED
RELIEF DAMPER. SEE M-706 & M-707 FOR SEQUENCE.
8. PROVIDE BOILER BYPASS W ITH VALVE BETWEEN RETURN AND
SUPPLY PIPING. SEE M-801 FOR MORE INFORMATION.
9. PROVIDE SELF-REGULATING HEAT TRACE AND CONTROLS FOR
OUTDOOR PIPING. INSTALL PER MANUFACTURER
RECOMMENDATIONS.
10. OPEN END DUCT WITH REMOVABLE BIRD SCREEN AT DISCHARGE
11. BAS PANEL ASSOCIATED WITH CHILLED W ATER SYSTEM.
12. BAS PANEL ASSOCIATED WITH AHU-2.
13. PROVIDE HEAT TRACE CONTROL PANEL WITH A WEATHER RATED
ENCLOSURE. MOUNT ON UNISTRUT STAND IN FRONT OF FENCE.
14. PROVIDE ENCLOSURE WITH STEP DOWN TRANSFORMER TO
POWER CHILLER CONTROL VALVES, FLOW METERS, ETC. MOUNT
ON UNISTRUT STAND AS SHOWN ON E-401/A3.
15. PROVIDE INSERTION TYPE ELECTROMAGNETIC FLOW METER.
INSTALL AND CONNECT FLOW METER IN ACCORDANCE WITH
REQUIREMENTS AND INSTRUCTIONS PROVIDED BY FLOW METER
MANUFACTURER.
16. PROVIDE IN-LINE TYPE ELECTROMAGNETIC FLOW METER. INSTALL
AND CONNECT FLOW METER IN ACCORDANCE W ITH
REQUIREMENTS AND INSTRUCTIONS PROVIDED BY FLOW METER
MANUFACTURER.
17. MOUNT PIPES 8' ABOVE GRADE
1. REFER TO SHEET M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS,
AND GENERAL NOTES.
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
AM
EN
D
M
EN
T #1
C
H
IL
LE
R
R E-
D
ES
IG
N
/0
2/
VIBRATION ISOLATOR
(TYP)
BALL VALVE
CHECK VALVE
PRESSURE GAGE USE GAGE
TAPPINGS WHERE AVAILABLE
REDUCER (TYP)
STRAINER
BALL VALVE
UNION (TYP)
THERMOMETER
PRESSURE AND THERMOMETER
PORT (TYP)
SUPPORTS TO STRUCTURE
ABOVE (TYPICAL)
AIR SEPARATOR
TO PUMP
TO FLOOR DRAIN
ANTI-THERMO
SYPHON LOOP
12" MINIMUM
DROP
TO FLOOR DRAIN
GATE VALVE (TYP)
PRESSURE REDUCING VALVE
THROTTLING VALVE
SIZE AS SHOWN
ON PLANS
CHECK VALVE
STRAINER
1"
AIR VENT
ASME RELIEF VALVE. PIPE
TO FLOOR DRAIN FULL
SIZE OF RELIEF OPENING
EXPANSION TANK
FIN FLOOR
AIR VENT
PRESSURE GAGE W/COCK
1" DOMESTIC WATER
SEE PLUMBING
3/4"
EQUIPMENT PAD
HANGER ROD
LOCKING NUT
SUPPORT NUT
INSULATION
PIPE
HEAVY DUTY
CLEVIS HANGER
14 GAUGE SHIELD 18"
LONG TO PROTECT
INSULATION
TO STRUCTURE
M
1/2" MANUAL AIR VENT
CONTROL VALVE
CONCENTRIC REDUCER
UNION, TYP BALL VALVE
STRAINER
3/4" HOSE END
DRAIN VALVE
USE COIL VENT & DRAIN TAPPINGS WHERE AVAILABLE.
DELETE REDUCERS AT COILS IF COIL CONNECTION IS SAME SIZE AS PIPE.
INSTALL PRESSURE-TEMPERATURE TEST PLUG.
INSTALL CALIBRATED BALANCING VALVE AND SHUT-OFF VALVE WITH FLOW
READOUT (GPM) CAPABILITIES.
NOTES:
1. COIL MUST BE PIPED FOR COUNTERFLOW OPERATION.
2. COILS MUST BE PIPED AND PITCHED TO DRAIN, AND TO ALLOW EASY
REMOVAL.
1 3
BALANCING VALVE
ISOLATION VALVE
EXISTING CONCRETE SLAB
1/2"ø ANCHOR
BOLTS (TYP OF 4)
2" X 2" X 1/4"
ANGLE TYP.
SERVICE PIPE
(2) 1/2"
BOLTS
TYPICAL
ANCHOR
BOLTS (TYP
OF 4)
SHOP WELD
(NO WELDING
INSIDE BUILDING IS
ALLOWED)
3" X 3" X 1/4"
ANGLE TYP.
3" X 3" X 1/4"
ANGLE
SHOP
WELD
(2) 1/2" BOLTS
TYPICAL
PIPE CLAMP
MINIMUM 18 GA STEEL DUCT SLEEVE
SPOT WELD
SPOT WELD IN
FIELD
TO SLEEVE
SECURE SIDE
OF WALL OR
ROOF
NON SECURE OR
LESS SECURE
SIDE OF WALL
OR ROOF
MINIMUM 1/2"∅ COLD ROLL STEEL
BAR AT 6"
ON CENTERS WELDED TO
1-1/2"x1-1/2"x1/8" FLAT STOCK BAR
NO MORE THAN 3/8" IN ANY
DIRECTION
SPOT WELD AT 6" FREQUENCY.
1-1/2"x1/8"
FLAT STOCK
DIELECTRIC
BREAK /
FLEXIBLE
CONNECTION
AIR COOLED
CHILLER
FLEXIBLE CONNECTOR.
1/2" MANUAL AIR VENT.
PRESSURE GAUGE.
THERMOMETER.
PRESSURE AND TEMPERATURE PORT.
1" DRAIN VALVE WITH HOSE END CONNECTION AND CAP.
BUTTERFLY ISOLATION VALVE.
STRAINER
CHECK VALVE
FLOW METER. SEE CONTROL DRAWINGS
MOTORIZED ISOLATION VALVE
CHWS
CHWR
HWS
HWR
M M
11 11
AIR COOLED
CONDENSING UNIT
GENERAL NOTES:
1. MOUNT CONDENSING UNIT TO CONCRETE SIDEWALK. SHIM TO LEVEL.
2. ATTACHING AND SECURING OF EQUIPMENT TO SIDEWALK MUST BE IN ACCORDANCE
WITH MANUFACTURER'S INSTALLATION GUIDELINES.
3. PROVIDE NEOPRENE COVERED MOUNTS TO PREVENT CORROSION.
REFRIGERANT PIPING
CONCRETE
SIDEWALK
MOUNTING
ISOLATORS
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE 10/27/2021
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> MDR/MLR
BRANCH MANAGER RS
CHIEF ENG/ARCH TC
FIRE PROTECTION JG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS NOTED
1 2 3 4 5
FOUO
FOUO
Approved by AFCEC via email
/2
/2
:1
:3
A
M
M -5
M E
C H
A N
IC
A
L D
E T
A
IL
S
M-501 302214
W
AS
H
IN
G
TO
N
D .C
13134683
N40080-21-R-3502
1673850
DT DT JL
M E C H
AN
IC
AL
D E
TA
IL
S
JO
IN
T B
AS
E
AN
AC
O S
TI
A B O
LL
IN
G
P -5
J A
D O
C P
H A
S E
I I
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
W
A S
H
IN
G T
O N
W A S H
IN
G
TO
N
D .C
TH
E
N
AV
Y
YA
R D
NTSA4
IN-LINE PUMP DETAIL
NTSC2
EXPANSION TANK/AIR SEPARATOR PIPING
NTSA3
CLEVIS HANGER DETAIL
NTSB1
COIL CONNECTION DETAIL (2-WAY VALVE)
NTSD4
PIPE ANCHOR
NTSB4
MANBAR INSTALLATION DETAIL
NTSA1
AIR COOLED CHILLER CONNECTION
NTSB2
CONDENSING UNIT ON MOUNTING ISOLATORS
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
A
M E
N D
M E
N T
C
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L E
R R
E -D
E S
IG
N
/0 /2
DUCT SILENCER SCHEDULE
TAG TYPE
DIMENSIONS
NOTES
RDDS-1,2,3,4,5,6 36
BASIS FOR DESIGN
VIBRO-ACOUSTICS ALL
(NOTE 1) DUCT
WIDTH, IN
MINIMUM DYNAMIC INSERTION LOSS, dB (NOTE 5)
AIRFLOW RANGE,
CFM
50-270
NOTES :
1. TYPE R - RECTANGULAR D - DISSIPATIVE
2. VELCOCITY SHOWN IS + (FORWARD FLOW ) OR - (REVERSE FLOW) AS DEFINED BY ASTM E477-13.
3. IDEAL PRESSURE DROP AS DETERMINED PER ASTM E488-13 IN NVLAP-ACCREDITED ACOUSTICAL LABORATORY.
4. PRESSURE DROP PER ASTM E477-13 PLUS SYSTEM EFFECTS FOR NEARBY DUCT ELEMENTS.
5. MINIMUM DYNAMIC INSERTION LOSS DETERMINED PER ASTM E477-13 IN NVLAP-ACCREDITED ACOUSTICAL LABORATORY.
6. MANUFACTURER MUST PROVIDE SOUND TESTING DATA TO CONFIRM COMPLIANCE W ITH THE SCHEDULE.
MODEL
RD-ULV-26624
OCTAVE BAND CENTER FREQUENCY, HZ
DUCT
HEIGHT, IN LENGTH, IN
IDEAL DP,
IN. WG.
(NOTE 3)
.05
63 125 250 500 1000 2000 4000 8000
8 12 18 22 29 24 16 13
CONDENSATE PUMP SCHEDULE
TAG
DIMENSIONS (IN)
NOTES
CDP-1 7
BASIS FOR DESIGN
LITTLE GIANT ALL
LENGTH
FLOW (GPH) @ HEAT (FT)
FLOW (GPH)
48-80
NOTES :
1. PROVIDE 0.5 GALLON MINIMUM RECEIVER TANK.
MODEL
VCMA
WIDTH HEIGHT
HEAD (FT)
1-10
1' 5' 10' 20'
80 70 48 0
CDP-2 7 LITTLE GIANT ALL48-80 VCMA511 1-10 80 70 48 0
ELECTRICAL
HP
1/30
1/30
V
HZ
P
FLA
1.5
1.5
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE 10/27/2021
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
TH
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N A V Y
N A V A L
F A C
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E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> MDR/MLR
BRANCH MANAGER RS
CHIEF ENG/ARCH TC
FIRE PROTECTION JG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS NOTED
1 2 3 4 5
FOUO
FOUO
Approved by AFCEC via email
2/
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13134686
N40080-21-R-3502
1673850
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RD
PUMP SCHEDULE
MARK SERVING LOCATION GPM MIN. FLOW
GPM
PUMP HEAD (FT
H2O)
DUTY POINT
EFF (%) RPM TYPE SUCT SIZE DISCH SIZE IMPELLER
DIA. HP BHP
ELECTRICAL DATA BASIS OF DESIGN WEIGHT
(LBS) NOTESV PH MANUFACTURER MODEL
P-1 CHILLED WATER MECH. ROOM 130 48.0 60 76.7 2998 CLOSE COUPLED
IN-LINE
2" 2" 4 7/8" 5.0 2.540 460 3 Bell & Gossett E-90 67 ALL
P-2 CHILLED WATER MECH. ROOM 130 48.0 60 76.7 2998 CLOSE COUPLED
IN-LINE
2" 2" 4 7/8" 5.0 2.540 460 3 Bell & Gossett E-90 67 ALL
P-3 HEATING HOT WATER MECH. ROOM 40 10.0 50 62 3390 CLOSE COUPLED
IN-LINE
1 1/4" 1 1/4" 3 3/4" 1.5 0.800 460 3 Bell & Gossett E-90 63 ALL
P-4 HEATING HOT WATER MECH. ROOM 40 10.0 50 62 3390 CLOSE COUPLED
IN-LINE
1 1/4" 1 1/4" 3 3/4" 1.5 0.800 460 3 Bell & Gossett E-90 63 ALL
P-5 HEAT RECOVERY CHILLER MECH. ROOM 80 40.0 30 71.3 1565 CLOSE COUPLED
IN-LINE
2" 2" 6 1/4" 1.5 0.836 460 3 Bell & Gossett E-90 100 ALL
BOILER SCHEDULE
MARK LOCATION SERVING
NET
CAPACITY
(MBH)
DESIGN
FLOW (GPM) MIN FLOW
(GPM)
EWT °F LWT °F MAX PD (FT) DESIGN
PRESS. (PSI) INPUT MBH MIN. PRESS. (IN
WG)
MAX PRESS.
(IN WG)
GAS INLET
(IN)
ELECTRICAL DATA FLU VENT
SIZE (IN)
COMBUSTION AIR
INTAKE SIZE (IN)
DRY WEIGHT
(LBS)
BASIS OF DESIGN
NOTESV PH MOP MANUFACTURER MODEL
B-1 MECH. ROOM BUILDING 380 30 10 100 130 5 50 400 5.0 14 1" 120 1 15.0 4 4 435 LOCHINVAR FTX ALL B-2 MECH. ROOM BUILDING 380 30 10 100 130 5 50 400 5.0 14 1" 120 1 15.0 4 4 435 LOCHINVAR FTX ALL
NOTES:
1. PROVIDE WITH GAS PRESSURE REGULATOR (VENTED TO THE OUTDOORS).
2. 10:1 NATURAL GAS TURNDOWN WITH FM COMPLIANT GAS TRAIN..
3. MINIMUM FLOW 10 GPM.
4. MINIMUM 95% COMBUSTION EFFICIENCY.
5. PROVIDE WITH CONDENSATE NEUTRALIZER KIT.
NOTES:
1. PROVIDE W ITH VFD COMPATIBLE TEFC MOTORS.
2. 125 PSI MAX. WORKING PRESSURE.
3. PROVIDE MECHANICAL SEALS FOR PUMPS.
4. PUMPS MUST BE NON-OVERLOADING.
6. PROVIDE BACNET COMMUNICIATIONS PROTOCOL INTERFACE.
7. HOT WATER SUPPLY TEMPERATURE RANGE = 68 to 180 DEG F.
8. SINGLE POINT POWER CONNECTION.
9. PROVIDE FLOW SWITCH.
10. PROVIDE 13 GALLON OR LESS HEAT EXCHANGER WATER VOLUME.
AIR TERMINAL SCHEDULE
MARK TYPE CFM RANGE NECK SIZE (IN) NOTES
EG-1 EXHAUST GRILLE 0-149 6x6 1,2,4 EG-1 EXHAUST GRILLE 0-249 8x8 1,2,4 EG-1 EXHAUST GRILLE 400-599 12x12 1,2,4 RD-1 SQUARE RETURN DIFFUSER 0-400 10ø 2,6 RD-1 SQUARE RETURN DIFFUSER 405-1600 22x22 2,6 RG-1 RETURN GRILLE 0-249 8x8 1,2,4 RG-1 RETURN GRILLE 250-399 10x10 1,2,4 RG-1 RETURN GRILLE 400-550 12x12 1,2,4 SD-1 SQUARE CEILING DIFFUSER 0-199 6ø 2,4 SD-1 SQUARE CEILING DIFFUSER 200-349 8ø 2,4 SD-1 SQUARE CEILING DIFFUSER 350-499 10ø 2,4 SD-1 SQUARE CEILING DIFFUSER 500-649 12ø 2,4 SG-1 SUPPLY GRILLE 0-149 6x6 1,2,3 SG-1 SUPPLY GRILLE 150-199 8x6 1,2,3 SG-1 SUPPLY GRILLE 200-249 10x6 1,2,3 SG-1 SUPPLY GRILLE 250-300 12x6 1,2,3 SG-2 SUPPLY GRILLE 0-149 6x6 1,2,3,7
AIR COOLED CHILLER SCHEDULE
MARK LOCATION TONS EER
CONDENSER
DATA EVAPORATOR DATA COMPRESSOR DATA ELECTRICAL DATA HEAT RECOVERY BASIS OF DESIGN
EAT (°F) GPM EWT (°F) LWT (°F)
PRESSURE
DROP (FT
WG)
FOULING
FACTOR FLUID
NO. MODEL RLA EACH
CKT.
FAN MOTORS UNIT
INPUT
KW
UNIT
MCA
UNIT
MOCP
FLA PER
FAN V P Hz
GPM
PD (FT
WG) EWT (°F) LWT (°F)
CAPACITY
(MBH) MANUFACTURER
MODELNO. kW
CH-1 CHILLER
YARD
39.27 11.15 95 °F 57.6 59 44 3.1 0.0001 WATER 2 DSH240 33 1 3.35 42.26 78.7 110 5.17 460 3 60 40.0 0.90 100 130 575.8 JETSON ACC-040
CH-2 CHILLER
YARD
39.27 11.15 95 °F 57.6 59 44 3.1 0.0001 WATER 2 DSH240 33 1 3.35 42.26 78.7 110 5.17 460 3 60 40.0 0.90 100 130 575.8 JETSON ACC-040
EXPANSION TANK SCHEDULE
Mark SYSTEM SERVED TANK TYPE
TANK VOLUME
(GAL)
MINIMUM TANK
CHARGE (PSI)
ET-1 CHILLED WATER BLADDER - FULL
ACCEPTANCE
10 15
ET-2 HOT WATER BLADDER - FULL
ACCEPTANCE
53 15
AIR CURTAIN SCHEDULE
MARK NUMBER AREA SERVED DIMENSIONS (W x H) (IN) SOUND (dBA) MOTOR (HP) VOLT/PH/FLA NOTES ACD 1 176 SHIPPING & RECEIVING 96 x 12 68 2 @ 1/2 HP EACH 460V/3PH/2.5A ALL ACD 2 176 SHIPPING & RECEIVING 96 x 12 68 2 @ 1/2 HP EACH 460V/3PH/2.5A ALL
NOTES:
1. PROVIDE W ALL MOUNTING HARDWARE WITH VIBRATION DAMPENING.
2. PROVIDE DOOR SW ITCHES AND CONTROL PANEL AND INTERLOCK WITH AIR CURTAIN FANS.
3. PROVIDE OUTDOOR INSTALLATION WITH MATERIALS SUITABLE FOR DIRECT EXPOSURE TO SUN, RAIN, AND SNOW.
NOTES:
1. PROVIDE OPPOSED BLADE DAMPERS FOR GRILLES.
2. PROVIDE ALUMINUM GRILLES AND DIFFUSERS.
3. PROVIDE 1/2" SPACED DOUBLE DEFLECTION BLADES, INDIVIDUALLY ADJUSTABLE, LONG DIMENSION
BLADES IN FRONT.
4. PROVIDE 1/2" SPACED SINGLE DEFLECTION, INDIVIDUALLY ADJUSTABLE, LONG DIMENSION BLADES.
5. PROVIDE PLAQUE TYPE DIFFUSER WITH 4-WAY THROW PATTERN.
6. PROVIDE PERFORATED FACE RETURN.
7. PROVIDE REMOTE CABLE ADJUSTMENT FOR DAMPERS.
NOTES:
1. PROVIDE A MINIMUM OF 4 STAGES OF COOLING
2. PROVIDE HOT GAS BYPASS TO ENABLE OPERATION DOWN TO 10% CAPACITY. ONLY OPERATE HOT GAS BYPASS WHEN COOLING REQUIREMENT IS BELOW 25% CAPACITY.
3. PROVIDE VARIABLE SPEED ELECTRONICALLY COMMUTATED MOTOR DRIVEN CONDENSER FANS.
4. PROVIDE BACNET COMMUNICIATIONS PROTOCOL INTERFACE
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DUCTWORK CONSTRUCTION AND LEAKAGE TESTING SCHEDULE
DUCT SYSTEM
DUCT PRESSURE CLASS
INCHES OF WATER COLUMN
DUCTWORK
DUCT TEST
PRESSURE
(IN WC)
NOTES
ROUND/OVAL RECTANGULAR
SUPPLY
DUCT
RETURN
DUCT
EXHAUST
DUCT
OUTSIDE
AIR DUCT
DUCT
SEAL
CLASS
DUCT
LEAK
CLASS
DUCT
SEAL CLASS
DUCT
LEAK
CLASS
DOAS/VAV AHU
DUCTWORK (UPSTREAM
OF TERMINAL BOXES)
4 A 3 A 6 4.0 1
- A 6 A 12 2.0 1
EXHAUST DUCTS 2 A 3 A 12 2.0 1
NOTES:
1. TEST IN ACCORDANCE WITH UFGS 23 05 93, TESTING, ADJUSTING AND BALANCING FOR HVAC AND THE PROCEDURES IN SMACNA'S "HVAC AIR DUCT LEAKAGE
TEST MANUAL."
- 2 -
2 A 3 A 12 2.0 1- - -
- A 6 A 12 4.0 1- - 4
DOWNSTREAM OF
VAV BOX - A 3 A 6 4.0 14 - -
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE 10/27/2021
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
TH
E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> MDR/MLR
BRANCH MANAGER RS
CHIEF ENG/ARCH TC
FIRE PROTECTION JG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS NOTED
1 2 3 4 5
FOUO
FOUO
Approved by AFCEC via email
2/
/2
2:
:1
PM
M -6
-M
EC
H
A N
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A
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C H
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U
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M-603 302219
W
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GT
O N D
.C
13134688
N40080-21-R-3502
1673850
DT DT JL
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RD
UH-3 1/2 1.3 2 HOT WATER 2-WAY 2-POSITION
UH-2 1/2 1.3 2 HOT WATER 2-WAY 2-POSITION
UH-1 1-1/4 2.2 2 HOT WATER 2-WAY 2-POSITION
FCU-11 5/8 1.22 2 HOT WATER 2-WAY MODULATING
FCU-11 5/8 1.8 2 CHILLED WATER 2-WAY MODULATING
FCU-10 5/8 0.6 2 CHILLED WATER 2-WAY MODULATING
FCU-9 5/8 1.8 2 CHILLED WATER 2-WAY MODULATING
FCU-8 5/8 1.8 2 CHILLED WATER 2-WAY MODULATING
FCU-7 5/8 2.9 2 CHILLED WATER 2-WAY MODULATING
FCU-6 5/8 2.9 2 CHILLED WATER 2-WAY MODULATING
FCU-5 5/8 2.4 2 CHILLED WATER 2-WAY MODULATING
FCU-4 5/8 2.4 2 CHILLED WATER 2-WAY MODULATING
FCU-3 5/8 2.4 2 CHILLED WATER 2-WAY MODULATING
FCU-2 5/8 2.4 2 CHILLED WATER 2-WAY MODULATING
FCU-1 5/8 2.4 2 CHILLED WATER 2-WAY MODULATING
VAV-219 1/2 0.60 2 HOT WATER 2-WAY MODULATING
VAV-218 1/2 0.23 2 HOT WATER 2-WAY MODULATING
VAV-217 1/2 0.60 2 HOT WATER 2-WAY MODULATING
VAV-216 1/2 0.42 2 HOT WATER 2-WAY MODULATING
VAV-215 1/2 0.60 2 HOT WATER 2-WAY MODULATING
VAV-214 1/2 0.55 2 HOT WATER 2-WAY MODULATING
VAV-213 1/2 0.25 2 HOT WATER 2-WAY MODULATING
VAV-212 1/2 0.73 2 HOT WATER 2-WAY MODULATING
VAV-211 1/2 0.33 2 HOT WATER 2-WAY MODULATING
VAV-210 1/2 0.33 2 HOT WATER 2-WAY MODULATING
VAV-209 1/2 0.33 2 HOT WATER 2-WAY MODULATING
VAV-208 1/2 0.25 2 HOT WATER 2-WAY MODULATING
VAV-207 1/2 0.72 2 HOT WATER 2-WAY MODULATING
VAV-206 1/2 0.1 2 HOT WATER 2-WAY MODULATING
VAV-205 1/2 0.1 2 HOT WATER 2-WAY MODULATING
VAV-204 1/2 0.4 2 HOT WATER 2-WAY MODULATING
VAV-203 1/2 0.47 2 HOT WATER 2-WAY MODULATING
VAV-202 1/2 0.72 2 HOT WATER 2-WAY MODULATING
VAV-201 1/2 0.73 2 HOT WATER 2-WAY MODULATING
VAV-113 1/2 0.5 2 HOT WATER 2-WAY MODULATING
VAV-108 1/2 0.72 2 HOT WATER 2-WAY MODULATING
VAV-107 1/2 0.72 2 HOT WATER 2-WAY MODULATING
VAV-106 1/2 0.52 2 HOT WATER 2-WAY MODULATING
VAV-105 1/2 0.6 2 HOT WATER 2-WAY MODULATING
VAV-104 1/2 0.73 2 HOT WATER 2-WAY MODULATING
VAV-103 1/2 0.72 2 HOT WATER 2-WAY MODULATING
VAV-102 1/2 0.47 2 HOT WATER 2-WAY MODULATING
VAV-101 1/2 0.6 2 HOT WATER 2-WAY MODULATING
AHU-2 1-1/2 20 4 CHILLED WATER 2-WAY MODULATING
AHU-1 1-1/2 12 4 CHILLED WATER 2-WAY MODULATING
DOAS-1 1-1/2 11 4 HOT WATER 2-WAY MODULATING
DOAS-1 2 44 6 CHILLED WATER 2-WAY MODULATING
DOAS-1 2 22.2 4 HOT WATER 2-WAY MODULATING
CHW SYSTEM BYPASS 2 48 6 CHILLED WATER 2-WAY MODULATING
HHW SYSTEM BYPASS 1 10 4 HOT WATER 2-WAY MODULATING
BOILERS BYPASS VALVE 2 40 1 HOT WATER 2-WAY 2-POSITION
CH-2 2-1/2 57.6 1 HOT WATER 2-WAY MODULATING
CH-2 2-1/2 62.5 1 CHILLED WATER 2-WAY MODULATING
CH-1 2-1/2 57.6 1 HOT WATER 2-WAY MODULATING
CH-1 2-1/2 62.5 1 CHILLED WATER 2-WAY MODULATING
B-2 2 30 1 HOT WATER 2-WAY 2-POSITION
B-1 2 30 1 HOT WATER 2-WAY 2-POSITION
SYSTEM/EQUIPMENT DESIGN
PIPE (IN.)
DESIGN
FLOW (GPM)
MAXIMUM
PRESSURE
DROP (PSI)
SERVICE CONFIGURATION ACTION
CONTROL VALVE SCHEDULE
PIPE EXPANSION LOOP SCHEDULE
LOOP TAG LOCATION SERVICE
PIPE
DIAMETER
IN)
MAX THERMAL EXPANSION
DISTANCE
DISTANCE
MINIMUM EXPANSION LOOP
WIDTH "A" (IN)
MINIMUM EXPANSION LOOP
HEIGHT "B" (IN)
PIPE
MATERIAL
BASIS OF
DESIGN
EXL-1 171 HWS 1.25 4 16.75 20 COPPER METRAFLEX
EXL-2 171 HWR 1.25 1.5 13.5 13.375 COPPER METRAFLEX
EXL-3 175 HWS 1.25 1.5 13.5 13.375 COPPER METRAFLEX
EXL-4 175 HWR 1.25 1.5 13.5 13.375 COPPER METRAFLEX
1. DAMPER PROVIDED WITH THE UNIT.
NOTES:
EF-1 EXHAUST AIR 24 12 OPPOSED CLOSE MODULATING 24 VAC YES
SF-1 EXHAUST AIR 40 72 OPPOSED CLOSE MODULATING 24 VAC YES
SF-1 OUTSIDE AIR 40 72 OPPOSED CLOSE MODULATING 24 VAC YES
AHU-2 RELIEF AIR DAMPER 22 22 OPPOSED CLOSE MODULATING 24 VAC YES
DOAS-1 HEAT EXCHANGER OUTSIDE AIR BYPASS DAMPER 10 29 PARALLEL OPEN MODULATING 24 VAC YES 1
DOAS-1 EXHAUST AIR 24 24 OPPOSED CLOSE MODULATING 24 VAC YES 1
DOAS-1 OUTSIDE AIR 32 24 OPPOSED CLOSE MODULATING 24 VAC YES 1
WIDTH (INCHES) HIGHT (INCHES) CONTROL SIGNAL CONTROL
VOLTAGE
POSITION
FEEDBACK
SYSTEM
EQUIPMENT DESCRIPTION DESIGN DUCT SIZE BLADE ACTION FAIL
POSITION
CONTROL ACTUATOR
NOTES
DAMPER SCHEDULE
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GENERAL:
1. THE BAS MUST FULLY CONTROL THE CHILLED WATER SYSTEM TO SATISFY LOAD REQUIREMENTS FOR CHILLED WATER TO THE
FACILITY. THE CHILLED WATER SYSTEM CONSISTS OF TWO AIR-COOLED CHILLERS AND TWO CHILLED WATER PUMPS. EACH CHILLER MUST HAVE CAPABILITY TO COMMUNICATE WITH THE BAS VIA BACNET COMMUNICATION AND MUST OPERATE ON INTERNAL CONTROLS AND SAFETIES WHEN IT IS ENABLED BY THE BAS. EACH CHILLER HAS A CONTROL VALVE TO ISOLATE THE CHILLER WHEN ITS USE IS NOT REQUIRED. THE CHILLED WATER PUMPS EMPLOY VARIABLE SPEED DRIVES CONTROLLED BY THE BAS.
2. THE CONTROLS MUST INCLUDE REMOTE SET POINT, EQUIPMENT ENABLE/DISABLE, EQUIPMENT LEAD/ LAG OR STANDBY CONFIGURATION, AND EQUIPMENT AUTOMATIC ROTATION TO MAXIMIZE CHILLED WATER SYSTEM OPERATING EFFICIENCIES. ONE AIR- COOLED CHILLER MUST BE DESIGNATED AS LEAD CHILLER AND THE OTHER AIR-COOLED CHILLER MUST BE DESIGNATED AS LAG CHILLER. ONE CHILLED WATER PUMP MUST BE DESIGNATED AS THE LEAD PUMP AND THE OTHER CHILLED WATER PUMP MUST BE
DESIGNATED AS THE STANDBY PUMP.
3. THE AIR-COOLED CHILLERS MUST BE OPERATED IN TWO DISTINCT MODES - COOLING MODE OR HEAT RECOVERY MODE. IN COOLING MODE, CHILLER IS USED TO PROVIDE CHILLED WATER TO THE BUILDING COOLING LOAD. IN HEAT RECOVERY MODE, CHILLER IS USED TO PROVIDE CHILLED WATER TO THE BUILDING COOLING LOAD AND HOT WATER TO THE BUILDING HEATING LOAD. REFER TO HEATING
HOT WATER CONTROL DIAGRAM AND SEQUENCES OF OPERATION FOR ADDITIONAL INFORMATION.
4. THE EQUIPMENT MUST BE DISTRIBUTED ACROSS MULTIPLE CONTROLLERS IN SUCH A MANNER THAT NO MORE THAN ONE AIR-COOLED CHILLER, ONE ISOLATION CONTROL VALVE, ONE WATER FLOW METER, AND ONE CHILLED WATER PUMP MUST BE CONTROLLED AND MONITORED USING A SINGLE CONTROLLER. LOSS OF ONE CONTROLLER MUST NOT CAUSE THE LOSS OF THE ENTIRE CHILLED WATER SYSTEM. PROGRAM BAS EQUIPMENT TO MEET THE REQUIRED OPERATION OF THE CHILLED WATER SYSTEM AS DESCRIBED HERE.
CHILLED WATER SYSTEM ENABLE MODE: WHEN THERE IS AT LEAST ONE REQUEST (ADJ.) FOR COOLING FROM ANY HVAC EQUIPMENT SUPPLIED
WITH CHILLED WATER, THE CHILLED WATER SYSTEM MUST BE ENABLED BY THE BAS.
1. CHILLER LOADING: INITIALLY, ONE CHILLER MUST OPERATE TO SATISFY THE CHILLED WATER LOAD AT START-UP. WHEN THE CHILLED
WATER SYSTEM IS ENABLED BY THE BAS, THE FOLLOWING MUST OCCUR:
A. LEAD CHILLER:
a. BAS MUST OPEN THE LEAD CHILLER ISOLATION VALVE. WHEN ISOLATION VALVE HAS BEEN PROVEN FULLY OPEN, THE
BAS MUST START THE LEAD CHILLED WATER PUMP.
b. WHEN THE LEAD CHILLED WATER PUMP HAS BEEN PROVEN TO BE ON AS SENSED BY DIFFERENTIAL PRESSURE SWITCH, THE BAS MUST ENABLE THE PUMP SPEED CONTROL AS DESCRIBED IN THE “CHILLED WATER PUMP SPEED CONTROL”.
c. ONCE MINIMUM CHILLED WATER FLOW RATE AS SENSED BY FLOW METER CH-#-CHWS-FM FOR LEAD AIR-COOLED CHILLER IS REACHED FOR 30 SECONDS (ADJ.), ENABLE THE CHILLER. MINIMUM CHILLED WATER FLOW RATE SETTING MUST BE SET AT THE VALUE CORRESPONDING TO THE FLOW RATE REQUIRED FOR THE CHILLER, WHICH MUST BE
PROVIDED BY THE CHILLER MANUFACTURER.
d. AFTER CHILLER INTERNAL SAFETIES ARE SATISFIED, THE LEAD CHILLER'S SELF-CONTAINED PACKAGED CONTROL SYSTEM MUST START AND OPERATE THE CHILLER TO MAINTAIN THE CHILLED WATER SUPPLY TEMPERATURE SET POINT.
B. LAG CHILLER: IF THE CHILLED W ATER SUPPLY TEMPERATURE AS SENSED BY TEMPERATURE SENSOR CHWS-T IS ABOVE CHILLED WATER SUPPLY TEMPERATURE SETPOINT FOR 15 MINUTES (ADJ.), THE BAS MUST EXECUTE THE FOLLOWING
OPERATIONS:
a. BAS MUST OPEN THE LAG CHILLER ISOLATION VALVE TO 100% IN 5% INCREMENTS (ADJ.). INCREMENTS ARE TO BE 10
SECONDS (ADJ.) EACH.
b. THE PID SPEED CONTROL SEQUENCE FOR THE LEAD CHILLED WATER PUMP MUST ADJUST THE PUMP SPEED TO
MAINTAIN THE CHILLED WATER DIFFERENTIAL PRESSURE AS SENSED BY PRESSURE SENSOR CHW-SYS-P AT THE
SETPOINT.
c. ONCE MINIMUM CHILLED WATER FLOW RATE AS SENSED BY FLOW METER CH-#-CHWS-FM FOR LAG AIR-COOLED CHILLER IS REACHED FOR 30 SECONDS (ADJ.), ENABLE THE CHILLER. MINIMUM CHILLED WATER FLOW RATE SETTING MUST BE SET AT THE VALUE CORRESPONDING TO THE FLOW RATE REQUIRED FOR THE CHILLER, WHICH MUST BE
PROVIDED BY THE CHILLER MANUFACTURER.
d. AFTER CHILLER INTERNAL SAFETIES ARE SATISFIED, THE LAG CHILLER'S SELF-CONTAINED PACKAGED CONTROL SYSTEM MUST START AND OPERATE THE CHILLER TO MAINTAIN THE CHILLED WATER SUPPLY TEMPERATURE SET POINT.
2. CHILLER UNLOADING:
A. LAG CHILLER: IF THE CHILLED W ATER SUPPLY TEMPERATURE AS SENSED BY TEMPERATURE SENSOR CHWS-T IS BELOW
CHILLED WATER SUPPLY TEMPERATURE SETPOINT FOR 15 MINUTES (ADJ.), THE BAS MUST EXECUTE THE FOLLOWING
OPERATIONS:
a. THE BAS MUST DISABLE THE LAG CHILLER.
b. AFTER A USER-DEFINED TIME DELAY, INITIALLY SET AT 120 SECONDS (ADJ.), CLOSE THE LAG CHILLER ISOLATION VALVE
TO 0% IN 5% INCREMENTS (ADJ.). INCREMENTS ARE TO BE 10 SECONDS (ADJ.) EACH.
c. THE PID SPEED CONTROL SEQUENCE FOR THE LEAD CHILLED WATER PUMP MUST ADJUST THE PUMP SPEED TO
MAINTAIN THE CHILLED WATER DIFFERENTIAL PRESSURE SETPOINT.
B. LEAD CHILLER: REFER TO CHILLED WATER SYSTEM DISABLE MODE SEQUENCE BELOW FOR LEAD CHILLER UNLOADING.
CHILLED WATER SYSTEM SEQUENCES OF OPERATION
CHILLED WATER SYSTEM DISABLE MODE: WHEN THERE IS NO REQUEST FOR COOLING FROM ANY HVAC EQUIPMENT SUPPLIED WITH CHILLED
WATER, THE CHILLED WATER SYSTEM MUST BE DISABLED BY THE BAS.
1. LEAD CHILLER: WHEN THE CHILLED WATER SYSTEM IS DISABLED BY THE BAS, THE FOLLOWING MUST OCCUR:
A. THE BAS MUST DISABLE THE LEAD CHILLER.
B. AFTER A USER-DEFINED TIME DELAY, INITIALLY SET AT 120 SECONDS (ADJ.), THE BAS MUST SET THE LEAD CHILLED WATER PUMP
SPEED TO 0 HZ AND STOP THE PUMP.
C. ONCE THE LEAD CHILLED WATER PUMP HAS BEEN PROVEN TO BE OFF THROUGH THE OUTPUT FROM THE PUMP VFD, THE BAS
MUST CLOSE THE LEAD CHILLER ISOLATION VALVE.
CHILLED WATER SUPPLY TEMPERATURE CONTROL: EACH CHILLER MUST BE CONTROLLED BY ITS PACKAGED CONTROLS TO MAINTAIN THE CHILLED WATER SUPPLY TEMPERATURE AT 44 °F (ADJ.). THE SET POINT MUST BE ADJUSTABLE THROUGH THE BAS.
LOSS OF CONTROL SIGNAL: UPON LOSS OF CONTROL SIGNAL BETWEEN BAS AND CHILLER, CHILLER MUST RUN INDEPENDENTLY AND OPERATE TO MAINTAIN ITS OWN CHILLED WATER SUPPLY TEMPERATURE SET POINT. A CRITICAL ALARM MUST BE GENERATED AT THE BAS OPERATOR’S
WORKSTATION.
CHILLER CYCLE: PROVIDE A TIME DELAY WHICH PREVENTS THE BAS FROM ATTEMPTING TO START OR STOP ANOTHER CHILLER FOR AN ADJUSTABLE TIME PERIOD AFTER A CHILLER IS STARTED OR STOPPED. THE TIME DELAY MUST NOT PREVENT THE BAS FROM IMMEDIATELY STARTING AN AVAILABLE CHILLER IN RESPONSE TO A FAILED CHILLER. THE TIME DELAY MUST BE INITIALLY SET AT 15 MINUTES (ADJ.), TO PREVENT RAPID CYCLING OF THE CHILLERS. COORDINATE WITH CHILLER MANUFACTURER AND ADJUST THE TIMING OF SYSTEM COMPONENTS TO PROVIDE
A STABLE YET RESPONSIVE FULLY OPERATIONAL SYSTEM.
CHILLER ROTATION:
1. THE BAS MUST TOTALIZE RUNTIME FOR CHILLERS AND MUST ROTATE CHILLERS IN A MANNER THAT EQUALIZES RUNTIME. THE BAS MUST, AT AN OPERATOR DEFINED INTERVAL INITIALLY SET TO WEEKLY, OR UPON OPERATOR REQUEST, EVALUATE THE LEAD CHILLER SELECTION AND RESELECT SO AS TO EQUALIZE RUNTIME. DURING THE ROTATION OF THE CHILLERS, THE LEAD CHILLER MUST BECOME THE LAG
CHILLER AND THE LAG CHILLER MUST BECOME THE LEAD CHILLER.
2. WHEN THE LEAD CHILLER IS ROTATED WITH LAG CHILLER, THE FOLLOWING MUST OCCUR:
A. A BAS MUST DISABLE THE LEAD AIR-COOLED CHILLER.
B. BAS MUST OPEN THE LAG CHILLER ISOLATION VALVE TO 100% TO 5% INCREMENTS (ADJ.). INCREMENTS ARE TO BE 10 SECONDS
(ADJ.) EACH.
C. BAS MUST CLOSE THE LEAD CHILLER ISOLATION VALVE TO 0% IN 5% INCREMENTS (ADJ.). INCREMENTS ARE TO BE 10 SECONDS
(ADJ.) EACH.
D. DURING OPENING/CLOSING OF ISOLATION VALVES, THE OPERATING LEAD CHILLED WATER PUMP MUST RAMP UP OR DOWN AS
REQUIRED TO MAINTAIN THE CHILLED WATER DIFFERENTIAL PRESSURE.
E. ONCE MINIMUM CHILLED WATER FLOW RATE AS SENSED BY FLOW METER CH-#-CHWS-FM FOR LAG AIR-COOLED CHILLER IS
REACHED FOR 30 SECONDS (ADJ.), ENABLE THE LAG CHILLER.
CHILLER FAILURE:
1. IF THE LEAD AIR-COOLED CHILLER SHOULD FAIL, AN ALARM MUST BE GENERATED AT THE BAS. ASSUMING THE LAG AIR-COOLED CHILLER IS
AVAILABLE FOR OPERATION, THE FOLLOWING MUST OCCUR:
A. BAS MUST DISABLE THE LEAD AIR-COOLED CHILLER.
B. BAS MUST OPEN THE LAG CHILLER ISOLATION VALVE TO 100% IN 5% INCREMENTS (ADJ.). INCREMENTS ARE TO BE 10 SECONDS
(ADJ.) EACH.
C. BAS MUST CLOSE THE LEAD CHILLER ISOLATION VALVE TO 0% IN 5% INCREMENTS (ADJ.). INCREMENTS ARE TO BE 10 SECONDS
(ADJ.) EACH.
D. DURING OPENING/CLOSING OF ISOLATION VALVES, THE OPERATING LEAD CHILLED WATER PUMP MUST RAMP UP OR DOWN AS
REQUIRED TO MAINTAIN THE CHILLED WATER DIFFERENTIAL PRESSURE.
E. ONCE MINIMUM CHILLED WATER FLOW RATE AS SENSED BY FLOW METER CH-#-CHWS-FM FOR LAG AIR-COOLED CHILLER IS
REACHED FOR 30 SECONDS (ADJ.), ENABLE THE LAG CHILLER.
2. A CHILLER THAT FAILS DURING OPERATION MUST AUTOMATICALLY BE ASSIGNED A DESIGNATION OF “FAILED” BY THE BAS. A CHILLER MUST
BE CONSIDERED “FAILED” IF: THE BAS SENSES A LOSS OF STATUS AT THE ASSOCIATED CHILLER OR THE BAS RECEIVES A FAULT ALARM
FROM THE CHILLER.
3. ANY CHILLER THAT IS TAKEN OUT OF OPERATION FOR MAINTENANCE MUST BE ASSIGNED A “FAILED” DESIGNATION BY THE OPERATOR. THE BAS MUST NOT ATTEMPT TO START A CHILLER WITH AN ASSIGNED DESIGNATION OF “FAILED”.
CHILLED WATER BYPASS VALVE CONTROL:
1. WHEN CHILLED WATER SYSTEM HAS BEEN ENABLED FOR 30 MINUTES AND THE MINIMUM CHILLED WATER FLOW RATE FOR ANY
ENABLED CHILLER IS BELOW THE SETPOINT, THE CHILLED WATER BYPASS VALVE, CHW -BYP-V-3, MUST BE MODULATED TO MAINTAIN THE
MINIMUM FLOW AT THE CHILLER WITH THE LEAST FLOW.
CHILLED WATER PUMP CONTROL:
1. CHILLED WATER PUMP HAND-OFF-AUTO OPERATION: HAND-OFF-AUTO SETTINGS MUST BE PROVIDED AS PART OF THE VARIABLE
FREQUENCY DRIVE THROUGH THE DRIVE’S KEYPAD. IN THE OFF MODE, THE PUMP MUST BE STOPPED. IN THE HAND MODE, THE PUMP MUST RUN CONTINUOUSLY. IN THE AUTO MODE, THE PUMP MUST BE STARTED AND STOPPED BY THE BAS.
2. CHILLED WATER PUMP LOCAL-REMOTE SPEED CONTROL: LOCAL–REMOTE SETTINGS MUST BE PROVIDED AS PART OF VARIABLE FREQUENCY DRIVE THROUGH THE DRIVE'S KEYPAD. IN THE LOCAL MODE, THE PUMP'S SPEED MUST BE CONTROLLED THROUGH A MANUAL SPEED CONTROL LOCATED AT THE RESPECTIVE DRIVE CONTROL PANEL. THE BAS MUST INDICATE PUMP THAT IS IN LOCAL CONTROL MODE BY ADDING "MANUAL" TO THE GRAPHIC FOR THAT PUMP AND CHANGE THE COLOR OF THE SPEED SHOWN ON THE GRAPHICS PAGE. IN THE REMOTE MODE, THE PUMP'S SPEED MUST BE CONTROLLED BY THE BAS.
3. CHILLED WATER PUMP START/STOP OPERATION: CHILLED WATER PUMPS MUST BE STARTED ACCORDING TO THE “ENABLE MODE” AND
STOPPED ACCORDING TO THE “DISABLE MODE” SEQUENCES.
4. CHILLED WATER PUMP ROTATION: A PROGRAM WILL BE PROVIDED TO AUTOMATICALLY ALTERNATE THE PUMPS WEEKLY (ADJUSTABLE) TO MAINTAIN EVEN USE. WHEN SW ITCHING THE LEAD AND STAND-BY PUMPS, THE STAND-BY PUMP MUST BE STARTED BEFORE THE LEAD PUMP IS STOPPED IN ORDER TO MAINTAIN MINIMUM FLOW THROUGH THE OPERATING CHILLER. DURING THE ROTATION OF THE CHILLED WATER PUMPS, THE LEAD PUMP MUST BECOME THE STANDBY PUMP AND THE STANDBY PUMP MUST BECOME THE LEAD PUMP.
5. CHILLED WATER PUMP STATUS: A DIFFERENTIAL PRESSURE SWITCH MUST BE USED TO MONITOR THE STATUS OF THE CHILLED WATER PUMP. IF THE STATUS INDICATED DOES NOT MATCH THE COMMANDED OUTPUT FOR THE PUMP AFTER A 60 SECONDS (ADJUSTABLE) TIME DELAY, A FAILURE ALARM MUST BE ISSUED, AND THE START COMMAND MUST BE CANCELED.
6. CHILLED WATER PUMP FAILURE:
A. IF A CHILLED WATER PUMP MUST FAIL, AN ALARM MUST BE GENERATED. ASSUMING THE STANDBY CHILLED WATER PUMP IS IDLE
AND AVAILABLE FOR OPERATION, THE BAS MUST AUTOMATICALLY ENABLE THAT PUMP TO REPLACE THE FAILED PUMP. AFTER
THE NEWLY STARTED PUMP IS IN OPERATION, THE FAILED PUMP MUST BE DISABLED.
B. CHILLED WATER PUMP THAT FAILS DURING OPERATION MUST AUTOMATICALLY BE ASSIGNED A DESIGNATION OF “FAILED”.
CHILLED WATER PUMP FAILURE MUST INCLUDE: LOSS OF STATUS AND VFD FAULT.
C. A CHILLED WATER PUMP THAT IS TAKEN OUT OF OPERATION FOR MAINTENANCE MUST BE ASSIGNED A DESIGNATION OF “FAILED” BY THE OPERATOR. THE BAS MUST NOT ATTEMPT TO START PUMPS WITH AN ASSIGNED DESIGNATION OF “FAILED”.
7. CHILLED WATER PUMP SPEED CONTROL:
A. THE BAS MUST MONITOR THE DIFFERENTIAL PRESSURE BETWEEN THE CHILLED WATER SUPPLY AND CHILLED WATER RETURN
PIPING THROUGH DIFFERENTIAL PRESSURE SENSOR AS SHOWN ON MECHANICAL DRAWINGS.
B. THE BAS MUST CONTROL THE SPEED OF THE LEAD CHILLED WATER PUMP VFD TO MAINTAIN THE CHILLED WATER DIFFERENTIAL
PRESSURE SETPOINT AT ALL TIMES.
C. IF THE DIFFERENTIAL PRESSURE AS SENSED BY DIFFERENTIAL PRESSURE SENSOR CHW-SYS-P DROPS BELOW THE
DIFFERENTIAL PRESSURE SET POINT, WHICH MUST BE INITIALLY SET AT 5 PSI (ADJUSTABLE), THE VFD SPEED MUST BE INCREASED. IF THE DIFFERENTIAL PRESSURE RISES ABOVE THE DIFFERENTIAL PRESSURE SET POINT, THE VFD SPEED MUST BE DECREASED. IF THE DIFFERENTIAL PRESSURE SENSOR MUST FAIL, AN ALARM MUST BE DISPLAYED AT THE BAS FRONT-END AND
THE BAS MUST RUN THE PUMP AT THE LAST SPEED COMMAND.
D. THE CHILLED WATER PUMP VFD MUST HAVE MINIMUM AND MAXIMUM SPEED SETTINGS. THE MAXIMUM AND MINIMUM PUMP SPEED MUST BE DETERMINED IN CONSULTING WITH THE BALANCING CONTRACTOR DURING THE TAB PROCESS.
E. WHEN A PUMP IS STOPPED, THE BAS SIGNAL MUST RETURN THE PUMP TO A SPEED OF ZERO.
8. LOSS OF CONTROL SIGNAL: UPON LOSS OF CONTROL SIGNAL BETW EEN PUMP VFD AND BAS, A CRITICAL ALARM MUST BE GENERATED
AT THE BAS OPERATOR’S WORKSTATION. PUMP VFD MUST RUN INDEPENDENTLY AND OPERATE AT THE DEFAULT SPEED, WHICH MUST
BE INITIALLY SET AT 70% (ADJUSTABLE).
LOSS OF COMMUNICATION: UPON LOSS OF COMMUNICATIONS BETWEEN CHILLER OR VFD AND BAS, AN ALARM MUST BE ACTIVATED AT THE BAS
FRONT-END.
CHWS-T
CHWS TO
BUILDING
CHWR FROM
BUILDING
CHW-SYS-P
P H L
CHWR
CHWS
CHWR-T
V-3
CHW-BYP-V-3
NC
CHWR
CH-1
CH-1-CHWR-T
CH-1-CHWS-T
TO BAS
NETWORK
CH-1-CHW S-FM
CH-1-CHW S-FS
CH-2
CH-2-CHWR-T
CH-2-CHWS-T
TO BAS
NETWORK
CH-2-CHWS-FM
CH-2-CHW S-FS
N.C.
N.C.
V-1
V-2
VFD P-1-SSP-1-C
DDC
VFD
P-2-SSP-2-C
P-1
P-2
CH-2-S
CH-2-SS
CH-2-C
DDC
CH-2-V-2-C
CH-2-V-2-POS
DDC
TO BAS
NETWORK
TO BAS
NETWORK
CH-1-S
CH-1-SS
CH-1-C
CH-1-V-1-C
CH-1-V-1-POS
DDC
CHW-BYP-V-3-C
CHW-BYP-V-3-POS
CHWS
P-1-DPS
P
P-2-DPS
P H L
P-1-VFD FAULT
P-2-VFD FAULT
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE 10/27/2021
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
TH
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N A V Y
N A V A L
F A C
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IN
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C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> MDR/MLR
BRANCH MANAGER RS
CHIEF ENG/ARCH TC
FIRE PROTECTION JG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS NOTED
1 2 3 4 5
FOUO
FOUO
Approved by AFCEC via email
2/
/2
2:
:3
PM
M -7
-C
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TR
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M-702 302221
W
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GT
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.C
13134690
N40080-21-R-3502
1673850
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NTSB1 CHILLED W ATER SYSTEM - CONTROL DIAGRAM
1. CONNECT CHILLER BACNET COMMUNICATION INTERFACE TO BAS
BACNET NETWORK. PROVIDE CHILLER MONITORING POINTS
INDICATED IN THE POINTS LIST TO THE BAS THROUGH THE
COMMUNICATION INTERFACE.
2. CHILLER CHILLED WATER INLET/OUTLET TEMPERATURE SENSORS
AND FLOW SWITCH ARE PROVIDED WITH CHILLER CONTROL
PANEL BY CHILLER MANUFACTURER.
3. CONNECT VFD BACNET COMMUNICATION INTERFACE TO BAS
BACNET NETWORK. PROVIDE VFD MONITORING POINTS
INDICATED IN THE POINTS LIST TO THE BAS THROUGH THE
COMMUNICATION INTERFACE.
4. PROVIDE TW O-WAY CONTROL VALVE ACTUATED BY MODULATING
ELECTRIC ACTUATOR FOR CHILLED WATER BYPASS. SEE SHEET
M-401 FOR CHILLED WATER BYPASS VALVE LOCATION.
5. PROVIDE DIFFERENTIAL PRESSURE TRANSMITTER FOR CHILLED
WATER PUMP SPEED CONTROL. SEE SHEET MP-102 FOR
DIFFERENTIAL PRESSURE TRANSMITTER LOCATION.
6. PROVIDE IN-LINE TYPE ELECTROMAGNETIC FLOW METER.
INSTALL AND CONNECT FLOW METER IN ACCORDANCE WITH
REQUIREMENTS AND INSTRUCTIONS PROVIDED BY FLOW METER
MANUFACTURER.
1. REFER TO SHEET M-001 AND M-701 FOR LEGENDS AND GENERAL
NOTES.
2. REFER TO SHEET M-713 FOR CHILLED WATER SYSTEM POINTS
SCHEDULE.
NEW WORK KEYED NOTES
GENERAL NOTES
M
AR
K D
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C
R
IP
TI
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AP
PR
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2/
HHWS
B-2
B-1
HHWR-T
HHWR
V-1
V-2
HHW-SYS-P
P H L
HHWS TO
BUILDING
HHWR FROM
BUILDING
N.C.
N.C.
HHWS-T
TO BAS
NETWORK
V-3
N.C.
HHW-BYP-V-3-POS
HHW-BYP-V-3-C
P-3
P-4
DDC
P-4-SS…
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