Drawings C - 506-20-103.pdf
PDF 15 MB Posted
- Solicitation number
- 36C25023B0057
About this file
This document provides details of a pre-solicitation notice for project 506-20-103 to upgrade a primary care building at the LTC Charles S. Kettles Veterans Administration Medical Center in Ann Arbor, Michigan. The project involves internal demolition of an existing primary care area and full reconstruction of a new area. The solicitation is planned for issuance on May 27, 2023. The NAICS code is 236220 for commercial and institutional building construction with a small business size standard of $45 million. The magnitude of cost is estimated between $5 million and $10 million. The government intends to award a firm fixed price contract within 550 days of bid opening. This acquisition is set aside as a total small business set-aside for qualified Service-Disabled Veteran Owned Small Businesses. Only offers from verified SDVOSBs registered in the Vendor Information Pages database will be considered. Interested parties should monitor the Contract Opportunities website for solicitation details and any amendments. All questions should be directed in writing to the specified contracting officer.
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B R A D E N
S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
AREA - A
AREA - B
AREA - C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
MEDICAL GAS RISER
DIAGRAMS
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
PROJECT DIRECTOR
APRIL 6, 2023 JDS SS
100% BID
DOCUMENTS
P523FULLY SPRINKLERED
SCALE: NTSP523
MEDICAL GAS RISER DIAGRAM1
Revisions: Date:
4/7/23
1E-W-2A
1E-F-2
1E-L-1A
1E-HS-5
1E-W-2A
1E-L-1A
1E-HS-2
1E-HS-2
1E-HS-4
1E-W-2A
1E-L-2A
1E-HS-4
1E-L-2A
1E-W-2A
1E-L-2A
1E-W-2A
1E-HS-1
1E-HS-1
1E-W-2A
1E-L-2A
1E-L-1A
1E-HS-2
1E-HS-2
1E-HS-6
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-L-2A
1E-HS-2
1E-W-2A
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-W-2A 1E-L-1A
1E-HS-6
(E) 4" CRP WP
(E) 4" SS
(E) 4" V
(E) 3" CRP V
(E) 4" CRP WP
(E) 4" SS
(E) 3" CRP V
(E) 2" SR CRP WP
(E) 4" CRP WP
(E) 4" SS
2" AD-4
2" AD-4
2" AD-4
1E-HS-2
2" AD-4
2" AD-4
2" AD-4
1E-HS-2
1E-HS-2
2" AD-4
1E-JS-1
2" AD-4
1E-S-4
4" SS (5.5 FU)
4" SS (12 FU)
4" SS (9 FU)
4" SS (15 FU)
3" SS (4 FU)
3" SS (4 FU)
3" SS (6 FU)
2" SS (2 FU)
4" SS (22 FU)
(E) 4" SS
(E) 4" SS
(E) 4" SS
2" V (5.5 FU)
2" V (6 FU)
2" V (14 FU)
2" V (2 FU)
1 1/2" V (2 FU)
2" V (11 FU)
2" V (14 FU)
1 1/2" V (4 FU)
2" V (29 FU)
2" V (15 FU)
1 1/2" V (2 FU)
2" V (12 FU)
2" V (19 FU)
4" WCO
4" WCO
4" WCO
4" SS (5 FU)
3" SS (2 FU)
3" SS (6 FU)
2" SS (6 FU)
2" SS (4 FU)
4" SS (7 FU)
3" SS (4 FU)
3" SS (6 FU)
4" SS
4" WCO
4" WCO
1E-S-3
1E-S-3
1E-S-3
1E-HS-6
OB-5
2" AD-4
1E-HS-2
1E-HS-2
4" WCO
4" WCO
4" WCO
(E) 4" SR CRP WP
(E) 2" SR CRP WP (E) 4" SR CRP WP
PLUG
(E) 4" SR CRP WP
PLUG
PLUG
(E) 4" SR CRP WP
B R A D E N
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C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
WASTE & VENT RISER DIAGRAM UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS SS
100% BID
DOCUMENTS
PL200
FULLY SPRINKLERED
SCALE: NTSPL200
WASTE & VENT RISER DIAGRAM1
1E-W-2A
1E-L-1A
1E-F-2
1E-HS-5
1E-L-1A
1E-HS-2
1E-W-2A
1E-HS-2
1E-HS-4
1E-W-2A
1E-L-2A
1E-HS-4
1E-W-2A
1E-L-2A
1E-L-2A
1E-L-1A
1E-HS-2
1E-HS-61E-HS-2
1E-HS-2
1E-HS-2 1E-HS-2
1E-HS-2
1E-HS-2
1E-W-2A
1E-HS-1
1E-HS-1
1E-W-2A
1E-L-2A
1E-HS-2
1E-HS-2
1E-HS-2
1E-W-2A
1E-HS-2
1E-L-2A
1E-HS-2
1E-HS-2
1E-HS-2
1E-W-2A
1E-L-1A
1E-HS-2
1E-HS-61E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
1E-HS-2
(E) 4" CW
(E) 2 1/2" HW 140°
(E) 1" HW-R 140°
(E) 4" CW
(E) 2 1/2" HW 140°
(E) 1" HW-R 140°
1E-S-4
1E-HS-2
1E-HS-2
1E-HS-2
1E-JS-1
2" CW (27.25 FU)
1" HW (0 FU)
3/4" HW-R
1" HW (7.25 FU)
2" CW (17.25 FU)
3/4" HW-R
2" CW (14.75 FU)
1" HW (4.5 FU)
3/4" HW-R
2" CW (28 FU)
1 1/4" HW (8 FU)
3/4" HW-R
2" CW (16.5 FU)
1" HW (6.5 FU)
3/4" HW-R
3/4" HW-R
1" HW (6 FU)
1 1/4" CW (6 FU)
3/4" HW-R
2" CW (19.5 FU)
3/4" HW-R
1 1/4" HW (8 FU)
1 1/2" CW (8 FU)
1 1/4" HW (9.5 FU)
1E-S-3
1E-HS-6
OB-5
1E-S-3
1E-S-3 1E-HS-4
1E-HS-2
1E-HS-2
SCALE: NTSPP300
DOMESTIC WATER RISER DIAGRAM1
B R A D E N
S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
DOMESTIC WATER RISER
DIAGRAM
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS SS
100% BID
DOCUMENTS
PP300
FULLY SPRINKLERED
FOR
FIXTURE
HEIGHT SEE
ARCHITECTURAL
DRAWINGS
[56mm] [69mm] [119mm]
[6 3m m
ELECTRICAL
BOXES
F R
O M
F
LO
O R
[4 m m
1" [25mm]
STOP
MANUAL
OVER-RIDE
BUTTON
SENSOR
C/L OF
FIXTURE
NOTE:
FURNISH
24 VOLT
TRANSFORMER
FINISHED
WALL
FINISHED
FLOOR
[2 m m
[8 m m
[4 m m
[9 m m
2 1/4" 2 3/4" 4 3/4"
1/
2"
1/
2"
/8
NOTE:
PROVIDE COVER FOR
EXPOSED PIPING
[2 m m
[200mm]
[8 m m
FINISHED FLOOR
ESCUTCHEON
LOOSE KEY
STOP
TRAP
PARALLEL TO
WALL
OFFSET
WASTE
LAMINAR FLOW
CONTROL DEVICE
FAUCET SEE
SPECIFICATIONS
/4
8"
7 1/2" [188mm]
4" [100mm]
2 1/8" [56mm]2 1/8" [56mm]
7/16" [11mm]
3/4" [19mm]
3/4" [19mm]
HEAT TRAP
TEMPERED
WATER TO LAV'S
MIXING VALVE
UNION
CHECK VALVE
BALL VALVE
CW
HW
NOTES:
1. USE 3/4" WATTS SERIES MMV THERMOSTATIC MIXING
VALVE
FOR BANK OF UP TO (4) LAV'S.
2. USE 1" WATTS SERIES MMV THERMOSTATIC MIXING
VALVE
FOR BANK OF (5) TO (8) LAV'S.
3. PIPING, VALVES ETC. SIZED TO MATCH MIXING VALVE.
4. INSTALL IN ACCESSIBLE LOCATION ABOVE CEILING OR
IN
MECHANICAL ROOM AS INDICATED ON DRAWINGS.
EXTENSIONS
CAPPED PIPE
FRAME
REMOVABLE WINDOW
PULL RING
FRAME MOUNTING
SCREWS (4)
LEGEND STRIP IDENTIFIES
AREA CONTROLLED AND
GAS SERVICE
MANUFACTURERS SYSTEMS.
LOCATED IN PANEL FOR SOME
HIGH/LOW PRESSURE SWITCH
MEDICAL AIR PIPING
MEDICAL VACUUM PIPING
OXYGEN PIPING
NOTE:
NUMBER AND TYPE OF MEDICAL GAS VARIES WITH DIFFERENT
INSTALLATIONS. SEE PLANS FOR EXACT PLACEMENT OF COMPONENTS AND
THE NUMBER AND TYPE OF MEDICAL GASES TO BE SERVED.
MEDICAL GAS ZONE
ALARM PANEL
CONTROL WIRING OR TUBING
PER MANUFACTURER'S
REQUIREMENTS
5 FT
6 8 10
9 1110 12
-1312 14 -16 -
1614 17 2219 23
2725 28 3230
20 241814 16128 1064 532 2 1/21 1/21 1 1/4THRU 3/4
7 7
7 98
SIDE VIEW TRAPEZE HANGER FOR UP TO
1000 LB. UNIFORM LOAD
ADJUSTABLE CLEVIS HANGER
TYPE 1 - SEE SPECIFICATIONS
ADJUSTABLE CLEVIS HANGER
TYPE 43 - SEE SPECIFICATIONS
PROVIDE INSULATION SHIELD
& INSERT FOR ALL PIPING
(8" MIN.)
BAND
1-5/8" 12 GAUGE
CHANNEL OR 2"x2"x1/4"
ANGLE
1/2" DIA.
HANGER RODS WITH
36" MAX. SPACING
ON EACH CHANNEL
WELD
SADDLE
INSULATION SHIELD
AT HANGER
PROVIDE HIGH
COMPRESSIVE STRENGTH
INSULATION (9 PSF MIN.
DENSITY) UNDER
INSULATION SHIELD
INSULATION (VAPOR
BARRIER TYPE IS
REQUIRED FOR LOW
TEMPERATURE PIPE)
HANGER ROD
MAXIMUM PIPE/TUBING SUPPORT SPACING
NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.
NOM. SIZE
PIPE
TUBING
NOTES:
SEE SPECIFER FOR DETAILED
HANGER REQUIREMENTS
1" M
A X
IN.
FT.
FT.
PIPEPIPE SLEEVE
WHERE SPECIFIED
FIRE-STOPPING
MATERIAL
BOLT
RISER
CLAMP
PIPE SLEEVE
WHERE
SPECIFIED
RISER
CLAMP
INSULATION
ELEVATION
RISER
PLAN
RISER CLAMP.
BOTTOM CLAMP
REQUIRED AT
ANCHOR POINTS
ONLY.
PROVIDE ANCHORS ONLY
WHERE SHOWN ON
DRAWINGS.
EXTEND SLEEVE ABOVE
FLOOR WHERE SPECIFIED.
BOLT
(TYPICAL)
FLOOR
SLAB
NOTES:
1.
2.
B R A D E N S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C H
I
G A
N
R E
E N
I G
N
E
LANOISSEFORP
D
E S
N E
C I
L
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
PLUMBING DETAILS UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS SS
100% BID
DOCUMENTS
PP400
FULLY SPRINKLERED
SCALE: NTSPP400
WATER CLOSET DETAIL1
SCALE: NTSPP400
LAVATORY DETAIL2
SCALE: NTSPP400
LAVATORY SUPPORTS DETAIL3
SCALE: NTSPP400
LAVATORY MIXING VALVE DETAIL4
SCALE: NTSPP400
MEDICAL GAS VALVE BOX5
SCALE: NTSPP400
MEDICAL GAS ZONE ALARM INSTALLATION SCHEMATIC6
SCALE: NTSPP400
PIPE HANGERS7
SCALE: NTSPP400
SUPPORT/ANCHOR FOR PIPE RISERS8
B R A D E N
S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
PLUMBING SCHEDULES UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS SS
100% BID
DOCUMENTS
PP500
FULLY SPRINKLERED
DOMESTIC FIXTURE SCHEDULE
ID DESCRIPTION
BASIS OF
DESIGN
MANUFACTURER
BASIS OF
DESIGN
MODEL
MATERIAL
DESCRIPTION FINISH
TRIM FLOW FIXTURE FLUSH FIXTURE
WASTE
ROUGH-IN
PIPE SIZE
INDIRECT
WASTE
PIPE SIZE
VENT
PIPE
SIZE
COLD
WATER
ROUGH-IN
PIPE SIZE
HOT WATER
ROUGH-IN
PIPE SIZE SPECIFICATION REMARKSMANUFACTURER MODEL TYPE
MOTION
SENSOR
CONTROL WATER FLOW
TIMER
DURATION
(SEC) CWT HWT
MAX.
MWT
VOL. PER
FLUSH
MIN. VOL.
PER FLUSH
1E-F-2 WATER COOLER - DUAL
HEIGHT
ELKAY LZSTL8WSSP STAINLESS STEEL STAINLESS
STEEL
No 0.0 GPM 0 40 °F 40 °F 2" 1 1/2" 1/2" GOVERNMENT FURNISHED, CONTRACTOR INSTALLED, FULLY AUTOMATIC, COMPLETE AND READY TO OPERATE. EZH20 BOTTLE FILLING STATION, & VERSATILE BI-LEVEL ADA COOLER, FILTERED 8 GPH
STAINLESS.
1E-HS-1 UNDERMOUNT STAINLESS
STEEL SINGLE BOWL SINK
KRAUS KA1US17B STAINLESS STEEL STAINLESS
STEEL
ZURN Z825B4-XL-7
F
MANUAL No 0.5 GPM 0 40 °F 140 °F 105 °F 2" 1 1/2" 1/2" 1/2" SINK: SINGLE COMPARTMENT, UNDER COUNTER MOUNTED, 16 GAUGE TYPE 304 STAINLESS STEEL
SINK.
FAUCET: ANSI A112.18.1 CHROME PLATED, DECK MOUNTED, SINGLE LEVER FAUCET WITH A RIGID 5-3/8” SPOUT, 0.5 GPM OUTLET, ¼ TURN CERAMIC DISC CARTRIDGES, A 4 INCH WRIST BLADE
HANDLE.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, OFFSET WASTE WITH PERFORATED OPEN STRAINER,
SUPPLIES AND LOOSE KEY STOPS, AND AN EXTERNAL ASSE 1070 COMPLIANT THERMOSTATIC
MIXING VALVE. INSULATE WATER AND WASTE WITH ADA INSULATION KIT.
1E-HS-2 HAND SINK - - - - ZURN Z831B4-XL MANUAL No 0.5 GPM 0 40 °F 140 °F 105 °F 2" 1 1/2" 1/2" 1/2" SINK: INTEGRAL TO THE COUNTER, REFER TO THE ARCHITECTURAL PLANS.
FAUCET: ANSI A112.18.1 CHROME PLATED, DECK MOUNTED WIDE SPREAD FAUCET WITH A RIGID 5-3/8” SPOUT, 0.5 GPM OUTLET, 1/4 TURN CERAMIC DISC CARTRIDGES, 4 INCH WRIST BLADE
HANDLES.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, OFFSET WASTE WITH PERFORATED OPEN STRAINER,
SUPPLIES AND LOOSE KEY STOPS, AND AN EXTERNAL ASSE 1070 COMPLIANT THERMOSTATIC
MIXING VALVE. INSULATE WATER AND WASTE WITH ADA INSULATION KIT.
1E-HS-4 HAND SINK WITH
EMERGENCY EYEWASH
- - - - ZURN Z831B4-XL MANUAL No 0.5 GPM 0 40 °F 120 °F 105 °F 2" 1 1/2" 1/2" 1/2" SINK: INTEGRAL TO THE COUNTER, REFER TO THE ARCHITECTURAL PLANS.
FAUCET: ANSI A112.18.1 CHROME PLATED, DECK MOUNTED WIDE SPREAD FAUCET WITH A RIGID 5-3/8” SPOUT, 0.5 GPM OUTLET, 1/4 TURN CERAMIC DISC CARTRIDGES, 4 INCH WRIST BLADE
HANDLES.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, OFFSET WASTE WITH PERFORATED OPEN STRAINER,
SUPPLIES AND LOOSE KEY STOPS, AND AN EXTERNAL ASSE 1070 COMPLIANT THERMOSTATIC
MIXING VALVE. INSULATE WATER AND WASTE WITH ADA INSULATION KIT. WALL MOUNTED SWING DOWN EYEWASH THAT IS INSTALLED BEHIND THE SINK WITH ABS PLASTIC EYEWASH SPRAY HEADS.
THE EYEWASH SWINGS DOWN OVER THE SINK FROM THE REAR AND THE WATER FLOW IS ACTIVATED AUTOMATICALLY. THE EYEWASH FLOW IS TERMINATED ONCE THE UNIT HAS BEEN SWUNG BACK UP
INTO ITS ORIGINAL POSITION FOR STORAGE. ALL STAINLESS STEEL, THERMOSTATIC MIXING VALVE ASSE LISTED PER THE ASSE 1071 STANDARD. THE TEPID OUTPUT WATER SHALL COMPLY WITH ANSI Z358.1 STANDARD. VALVE INCLUDES BALL VALVE SHUT-OFFS AND OUTLET TEMPERATURE GAUGE.
STAINLESS STEEL DUST COVERS, STAINLESS STEEL EYEWASH SPRAY HEADS SPRAY HEAD ASSEMBLY.
ABS YELLOW PLASTIC EYEWASH HEADS WITH INTEGRAL FLIP DUST COVERS, INTERNAL FLOW
CONTROLS AND FILTERS TO REMOVE DEBRIS FORM THE WATER.
1E-HS-5 HAND SINK ELKAY EFRU2115TFL
C
- - KOHLER K-22972-CP MANUAL No 0.5 GPM 0 40 °F 140 °F 105 °F 2" 1 1/2" 1/2" 1/2" SINK: SINGLE COMPARTMENT, UNDER COUNTER MOUNTED, 16 GAUGE TYPE 304 STAINLESS STEEL
SINK.
FAUCET: ANSI A112.18.1 CHROME PLATED, DECK MOUNTED, SINGLE LEVER FAUCET WITH A PULL DOWN 3-FUNCTION SPRAY HEAD, 1.5 GPM OUTLET, CERAMIC DISC CARTRIDGES, A SINGLE ADA
COMPLIANT HANDLE.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, WASTE WITH A BASKET STRAINER, SUPPLIES AND LOOSE
KEY STOPS, AND AN EXTERNAL ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVE. INSULATE
WATER AND WASTE WITH ADA INSULATION KIT.
1E-HS-6 HAND SINK ELKAY ELUH1814PD - - ZURN Z825B4 MANUAL No 0.5 GPM 0 40 °F 120 °F 105 °F 2" 1 1/2" 1/2" 1/2" SINK: INTEGRAL TO CASEWORK, REFER TO ARCH PLANS.
TRIM: ANSI A112.18.1 CHROME PLATED, DECK MOUNTED WIDE SPREAD FAUCET WITH 5-1/4 INCH
REACH RIGID GOOSENECK , 1.5 GPM LAMINAR FLOW OUTLET, 1/4 TURN CERAMIC DISC
CARTRIDGES, 4 INCH WRIST BLADES, 4-INCH CENTERS.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, OFFSET WASTE WITH PERFORATED OPEN STRAINER,
UNDERSINK PROTECTIVE PIPE COVERS WITH ANTI-MICROBIAL, LAV GUARD BY TRUBRO. PROVIDE
WITH 1/2 HORSEPOWER GARBAGE DISPOSAL UNIT, HARDWIRED, EQUAL TO MOEN MODEL GT50C.
SUPPLIES: LOOSE KEY STOP AND FLEXIBLE SUPPLY, ASSE 1070 MIXING VALVE.
1E-JS-1 JANITOR SINK MUSTEE 63M MOLDED STONE CHICAGO
FAUCET CO
897-CP MANUAL No 2.5 GPM 0 40 °F 120 °F 105 °F 3" 2" 3/4" 3/4" ONE PIECE MOLDED STONE BASIN WITH INTEGRAL BRASS DRAIN WITH STRAINER AND SERVICE SINK FAUCET WITH VACUUM BREAKER. WITH MOP HANGER, HOSE BRACKET, STAINLESS STEEL BUMPER GUARDS, WALL GUARDS, AND 30o HEAVY DUTY HOSE.
1E-L-1A LAVATORY - WALL HUNG -
ADA
KOHLER KINGSTON
K-2007
WHITE VITREOUS
CHINA
WHITE ZURN Z6913-XL-T
MV-1-CWB-
ACA-N
ELECTRONIC Yes 0.5 GPM 12 40 °F 140 °F 105 °F 2" 1 1/2" 1/2" 1/2" SINK: ANSI 112.19.2; WHITE VITREOUS CHINA, WALL HUNG LAVATORY, 21-1/4 x 18-1/8 INCH MINIMUM, RECTANGULAR BASIN WITH SPLASH LIP, FRONT OVERFLOW, 4-INCH HIGH BACK, ADA
COMPLIANT, AND SINGLE HOLE IN DECK FAUCET.
FAUCET: SINGLE HOLE, ADA COMPLIANT, PLUG-IN TRANSFORMER POWER CONNECTION,
POLISHED CHROME-PLATED BRASS SENSOR FAUCET WITH INLINE FILTER, INFRARED PROXIMITY
SENSOR WITH 0.5 GPM LAMINAR FLOW AERATOR.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, OFFSET WASTE WITH PERFORATED OPEN STRAINER,
SUPPLIES AND LOOSE KEY STOPS, AND AN EXTERNAL ASSE 1070 COMPLIANT THERMOSTATIC
MIXING VALVE. INSULATE WATER AND WASTE WITH ADA INSULATION KIT. REFER TO THE
ARCHITECTURAL PLANS FOR THE MOUNTING HEIGHT.
1E-L-2A LAVATORY - COUNTER - ADA -- -- INTEGRAL TO
COUNTER
-- ZURN Z6913-XL-T
MV-1-CWB-
ACA-N
ELECTRONIC Yes 0.5 GPM 12 40 °F 140 °F 105 °F 2" 1 1/2" 1/2" 1/2" SINK: INTEGRAL TO THE COUNTERTOP, REFER TO THE ARCHITECTURAL PLANS FOR INFORMATION.
FAUCET: SINGLE HOLE, ADA COMPLIANT, PLUG-IN TRANSFORMER POWER CONNECTION,
POLISHED CHROME-PLATED BRASS SENSOR FAUCET WITH INLINE FILTER, INFRARED PROXIMITY
SENSOR WITH 0.5 GPM LAMINAR FLOW AERATOR.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, OFFSET WASTE WITH PERFORATED OPEN STRAINER,
SUPPLIES AND LOOSE KEY STOPS, AND AN EXTERNAL ASSE 1070 COMPLIANT THERMOSTATIC
MIXING VALVE. INSULATE WATER AND WASTE WITH ADA INSULATION KIT.
1E-S-3 DUAL BOWL SINK ELKAY LK50-11049A STAINLESS STEEL STAINLESS
STEEL
ELKAY LK398C &
LK395A
MANUAL No 1.0 GPM 240 40 °F 120 °F 105 °F 2" 2" 1/2" 1/2" SINK: STANDALONE, SINGLE COMPARTMENT, 14 GAUGE TYPE 304 STAINLESS STEEL SINK WITH A
SINGLE FAUCET HOLE, 6” BACKSPLASH ON 3 SIDES AND A SINGLE RIGHT-HAND DRAINBOARD.
FAUCET: CHROME PLATED DOUBLE PEDAL WALL MOUNTED VALVE WITH STOPS AND WALL
FLANGES. CHROME PLATED BRASS, WALL MOUNTED SINGLE HOLE FAUCET WITH A 4-7/8”
GOOSENECK RIGID SPOUT.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, OFFSET WASTE WITH PERFORATED OPEN STRAINER.
PROVIDE AN EXTERNAL ASSE 1070 MIXING VALVE ON THE INLET TO THE PEDAL VALVE.
1E-S-4 TWO COMPARTMENT STAND
ALONE STAINLESS STEEL SINK
WITH 2 DRAINBOARDS
ADVANCE
TABCO
94-22-40-24R L
STAINLESS STEEL STAINLESS
STEEL
ELKAY LK940GN08 MANUAL No 1.5 GPM 0 40 °F 140 °F 105 °F 2" 2" 1/2" 1/2" SINK: STANDALONE, 2-COMPARTMENT, 14 GAUGE TYPE 304 STAINLESS STEEL SINK WITH WALL MOUNTED FAUCET HOLES (8” ON CENTER), 11” BACKSPLASH AND A DRAINBOARD ON BOTH SIDES.
FAUCET: CHROME PLATED BRASS WALL MOUNTED DUAL WRIST BLADE HANDLE VALVE WITH AN 8”
GOOSENECK SWING SPOUT.
ACCESSORIES: POLISHED CHROME PLATED, 17 GAUGE, BRASS P-TRAP WITH CLEANOUT PLUG,
TAILPIECE AND ARM WITH ESCUTCHEON, BASKET STRAINER WASTES, SUPPLIES AND LOOSE KEY
STOPS AND AN EXTERNAL ASSE 1070 MIXING VALVE. INSULATE WATER AND WASTE WITH ADA
INSULATION KIT.
1E-W-2A WATER CLOSET - FLOOR -
FLUSH VALVE - ADA
AMERICAN
STANDARD
MADERA WHITE VITREOUS
CHINA
WHITE ZURN ZEMS6000A
V
ELECTRONIC Yes 40 °F 40 °F 1.28 gal 1.28 gal 4" 2" 1" BOWL: ANSI 112.19.2; FLOOR MOUNTED, SIPHON JET, WHITE ,VITREOUS CHINA WITH ELONGATED
RIM, 1-1/2 INCH TOP SPUD, CHINA BOLT CAPS, ADA HEIGHT, 17.5"H.
TRIM: ANSI A112.18.1,; EXPOSED, SENSOR ACTIVATED WITH TRUE MECHANICAL OVERRIDE BUTTON, DIAPHRAGM TYPE, CHROME PLATED, INTEGRAL SCREWDRIVER STOP, ADJUSTABLE TAIL PIECE, VACUUM BREAKER, AND 24 VAC SOLENOID OPERATOR. PROVIDE WITH OPTIONAL EL-154
120VAC/24VAC TRANSFORMER.
SEAT: SOLID WHITE PLASTIC, OPEN FRONT, EXTENDED BACK, BRASS BOLTS, NO COVER,
ANTIMICROBIAL GUARD, STA-TITE FASTENER, PROPER LIFT TO MEET MICHIGAN BARRIER FREE
REQUIREMENTS.
OB-5 ICE MAKER OUTLET BOX MANITOWOC
ICE
CNF-0202A-L ABS PLASTIC WHITE No 0.5 GPM 0 40 °F 120 °F 105 °F 1/2" FULLY RECESSED FIRE RATED ICE MAKER SUPPLY BOX WITH COVER. PROVIDE 1/4 TURN BALL
VALVES AND WATER HAMMER ARRESTORS IN BOX.
FLOOR DRAIN SCHEDULE
ID DESCRIPTION MANUFACTURER MODEL
MATERIAL DESCRIPTION
PRIMER
CONNECTION
WASTE VENT PRIMER
SPECIFICATION REMARKSDRAIN BODY STRAINER PIPE SIZE PIPE SIZE
PIPE
SIZE
AD-4 AREA DRAIN WATTS FD-330 EPOXY COATED
CAST IRON
DUCTILE IRON No 2" AREA DRAIN WITH ANCHOR FLANGE, BODY COLLAR WITH WEEPHOLES, 8"X8"(203X203) SQUARE ADJUSTABLE TOP WITH HEEL PROOF GRATE, AND NO HUB (STANDARD) OUTLET. TOP GRATE SHALL
BE ADJUSTABLE AFTER CONSTRUCTION.
WM
M
S
M
CO2
CO
H
HS
NO2
S
TH
TS
T
MS
CHWS
CD
CDR
CWR
CWS
HWR
HWS
G
STM
(E)
CHWR CHILLED WATER RETURN
CHILLED WATER SUPPLY
CONDENSATE DRAINAGE
CONDENSATE RETURN
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
HEATING WATER RETURN
HEATING WATER SUPPLY
NATURAL GAS
STEAM
REF-L
REF-S
REFRIGERANT-LIQUID
REFRIGERANT-SUCTION
2"
2"
4"
4"
REF-HG REFRIGERANT-HOT GAS
PIPING SYMBOLS
KEYNOTE
CONTINUATION SYMBOL
NUMBER OF SHEET WHERE DETAIL APPEARS
NUMBER OF DETAIL ON SHEET
REVISION NUMBER - SHOWN ON PLANS
GENERAL SYMBOLS
ROOM NAME AND NUMBER
POINT WHERE DISCONNECT/DEMOLITION OCCURS
AT EXISTING
EXISTING PIPE TAG
ITEM TO BE DEMOLISHED
AREA NOT IN CONTRACT
PIPING BEING DEMOLISHED
ABOVE GROUND PIPING
PIPE SIZE TAG (DIAMETER)
PIPE RISE
PIPE DROP
PIPE TEE REDUCING 45
DEGREE TEE
45 DEGREE TEE
BELOW GROUND PIPING
PIPE INVERT ELEVATION TAG
PIPE SLOPE TAG
PG PROPANE GAS
Room
INVERT: -105' - 1"
1/8" / 12" SLOPE
18"x12"
18"/12"
(E)
18"Ø
EXHAUST AIR
OUTSIDE AIR
RELIEF AIR
RETURN AIR
SUPPLY AIR
TRANSFER AIR
GRILLES, REGISTERS & DIFFUSERS TAG
CFM
THROW-150FPM/ 100FPM/ 50FPM
NECK SIZE / MODULE SIZE
EXISTING DUCT TAG
OVAL DUCT SIZE TAG (WIDTH / HEIGHT)
SQUARE DUCT SIZE TAG (WIDTH x HEIGHT)
HVAC SYMBOLS
RECTANGULAR SUPPLY/OUTSIDE AIR DUCT RISE
RECTANGULAR RETURN/TRANSFER AIR DUCT RISE
MECHANICAL EQUIPMENT TAGS
ROUND DUCT SIZE TAG (DIAMETER)
LINEAR DIFFUSER TAG
CFM
TYPE (SEE SCHEDULE) NUMBER OF SLOTS /
ACTIVE SLOT LENGTH (PLENUM
LENGTH) / NECK SIZE
DUCT BEING DEMOLISHED
ELEVATION (CENTER OF FACE)
ROUND SUPPLY/OUTSIDE AIR DUCT RISE
ROUND RETURN/TRANSFER AIR DUCT RISE
RECTANGULAR EXHAUST/RELIEF AIR DUCT RISE
ROUND EXHAUST/RELIEF AIR DUCT RISE
DROP
DROP
DROP
DROP
DROP
DROP
GREASE EXHAUST AIR
SMOKE EXHAUST AIR
EQUIPMENT BY OTHERS
(REFER TO OTHER DISCIPLINE
FOR ADDITIONAL
INFORMATION)
EXISTING
EQUIPMENT TO
REMAIN
EXHAUST GAS FLUE
COMBUSTION AIR
CONDITIONED OUTSIDE AIR
VAV-XX
10' - 0"
VAV-XX
VAV-XX
Ø ROUND
ABV ABOVE
AC AIR CONDITIONING
AD AREA DRAIN
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AFUE ANNUAL FUEL UTILIZATION
EFFICIENCY
ALT ALTERNATE
AP ACCESS PANEL
ARCH ARCHITECT/ARCHITECTURAL
BFF BELOW FINISHED FLOOR
BLW BELOW
BTU BRITISH THERMAL UNITS
BTUH BRITISH THERMAL UNITS PER
HOUR
CAP CAPACITY
CB CATCH BASIN
CFM CUBIC FEET PER MINUTE
CLG CEILING
CO CLEAN OUT
CW COLD WATER
D DEGREE
DB DRY BULB
DIA DIAMETER
DN DOWN
DW DISTILLED WATER
EA EACH
EAT ENTERING AIR TEMPERATURE
ELEC ELECTRICAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
E/A EXHAUST AIR
EXIST EXISTING
F DEGREES FAHRENHEIT
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FL FLOOR
FO FUEL OIL
FOV FUEL OIL VENT
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FPM FEET PER MINUTE
FS FLOOR SINK
FT FOOT/FEET
FTR FIN TUBE RADIATION
GAL GALLON
GF GAS-FIRED
GC GENERAL CONTRACTOR
GPM GALLONS PER MINUTE
GW GREASE WASTE
HB HOSE BIB
HP HORSE POWER
HTG HEATING
HTR HEATER
HW HOT WATER
HYD HYDRANT
ID INDIRECT
IN INCH
INV INVERT
LB POUND
LB/HR POUNDS PER HOUR
LAT LEAVING AIR TEMPERATURE
LP LOW PRESSURE
LPG LIQUEFIED PETROLEUM GAS
LVR LOUVER
LWT LEAVING WATER
TEMPERATURE
M/A MIXED AIR
MAX MAXIMUM
MBH ONE THOUSAND BTU PER
HOUR
MCF ONE THOUSAND CUBIC FEET
MD MOTORIZED DAMPER
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTR MOTOR
MU/A MAKE-UP/AIR
NC NOISE CRITERIA
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NUMBER
NO NORMALLY OPEN
NTS NOT TO SCALE
O OXYGEN
O/A OUTSIDE AIR
ORD OVERFLOW ROOF DRAIN
PD PRESSURE DROP
PIV POST INDICATOR VALVE
PLBG PLUMBING
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH
GAUGE
PWR POWER
R DUCT RISER
R/A RETURN AIR
RCP RADIANT CEILING PANEL
RD ROOF DRAIN
REC RECESSED
RED REDUCER
RH RELATIVE HUMIDITY
RL/A RELIEF AIR
RM ROOM
RPM REVOLUTIONS PER MINUTE
RW RAIN WATER
SF SQUARE FOOT
S/A SUPPLY AIR
SAN SANITARY
SF SQUARE FOOT
SD SMOKE DAMPER
SM SURFACE MOUNT
SP STANDPIPE
SP STATIC PRESSURE
STM STEAM
T THERMOSTAT
TD TEMPERATURE DROP
TDR TRENCH DRAIN
TEMP TEMPERATURE
TYP TYPICAL
UG UNDERGROUND
VAC VACUUM
V VENT
VAV VARIABLE AIR VOLUME
VENT VENTILATION
VTR VENT THROUGH ROOF
W WASTE
WB WET BULB
WCO WALL CLEAN OUT
WH WALL HYDRANT
ABBREVIATIONS
48"x2 1/2"
SLB3 400
10" / 24x24
SD3 300
12" / ---
SD9 400
LINEAR BAR GRILLE
LINEAR SLOT
DIFFUSER
PERFORATED
DIFFUSER WITH
DEFLECTORS
ROUND DIFFUSER
WITH ADJUSTABLE
PATTERNS
LOUVERED DOUBLE
DEFLECTION GRILLE 12"x10"
SG5 500
TYPE (SEE SCHEDULE)
10" / 24x24 H-5/7/1422
SD1 400
3-CONE DIFFUSER
THROW PATTERN
MAX NC RATING
1 / 4' - 0" / 8"
LSD1 200
8' - 0"AFF
1 / 4' - 0" / 8"
LSD1 200
6' - 0"
1 / 4' - 0" / 8"
LSD1 200
SECTION TOTAL TRACK LENGTH
12"x10" / 24x12
RG11 500
LOUVERED GRILLE
12"x10" / 24x24
RG2 500
EGGCRATE RETURN
GRILLE
BOTTOM OF
EQUIPMENT
ELEVATION
590 lb
RTU-XX
4.0 ton
RTU-XX
115000 Btu/h
115 CFH
RTU-XX
Htg: 3.7 GPM
VAV-XXHEATING
COIL
FLOW
OPERATING
WEIGHT NOT
INCLUDING CURB
FUEL INPUT
GAS PIPE
FLOW
NOMINAL
COOLING
CAPACITY
VAV BOX
ROOFTOP UNIT
2" DOM. WM
PIPE ACCESSORY TAGS
DOMESTIC WATER METER
BALANCING VALVE
1/4 TURN BALL VALVE
CHECK VALVE
3-WAY MIXING VALVE
MOTORIZED CONTROL VALVE
3 WAY MOTORIZED CONTROL
VALVE
PRESSURE REDUCING VALVE
REFRIGERANT SOLENOID
VALVE
BUTTERFLY VALVE
2" BALANCING
2" SHUTOFF
2" CHECK
2" TMV
2" M-CNTRL
2" 3-WAY CNTRL
2" PRV
3/8" SOLENOID
2" BUTTERFLY
DATA DEVICE TAGS
VAV-XX
RTU-XX
EQUIPMENT ID
SYMBOL
SENSOR
MANUAL SWITCH
THERMOSTAT
TEMPERATURE SENSOR
TEMPERATURE & HUMIDITY SENSOR
HUMIDITY SENSOR
NITROGEN DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
CARBON DIOXIDE SENSOR
HUMIDISTAT
CAP
PLUG
GWR
GWS
GEOTHERMAL WATER RETURN
GEOTHERMAL WATER SUPPLY
EXISTING
RELOCATED
EQUIPMENT
VAV-XX
AC AIR CONDITIONING UNIT
ACCU AIR COOLING CONDENSING UNIT
AHU AIR HANDLING UNIT
AS AIR SEPARATOR
B BOILER
CH CHILLER
CT COOLING TOWER
CUH CABINET UNIT HEATER
CHWP CHILLED WATER PUMP
DBP DOMESTIC WATER BOOSTER PUMP
DC DUCT MOUNTED COIL
DCP DOMESTIC WATER CIRCULATING
PUMP
EF EXHAUST FAN
EDC ELECTRIC DUCT COIL
ET EXPANSION TANK
EWH ELECTRIC WATER HEATER
FCU FAN COIL UNIT
FP FIRE PUMP
GI GREASE INTERCEPTOR
GRV GRAVITY ROOF
VENTILATOR
HWP HEATING WATER PUMP
HRU HEAT RECOVERY UNIT
PRV POWER ROOF VENTILATOR
RE RETURN/EXHAUST FAN
RTU ROOFTOP UNIT
SP SUMP PUMP
UH UNIT HEATER
WH WATER HEATER
EQUIPMENT ABBREVIATIONS
F S C B M D
DAMPER TAGS
MOTORIZED DAMPER
BACKDRAFT DAMPERFIRE DAMPER
SMOKE DAMPER
COMB. FIRE/SMOKE DAMPER
HVAC-CP-XBMS CONTROL PANEL
MANUAL BALANCING DAMPER
12"x12" S/A
PANEL NAME
CONDENSATE EXHAUST AIR
18"x18" S/A
18"x18" S-O/A
18"x18" O/A
18"x18" R/A
18"x18" T/A
18"x18" E/A
18"x18" L/A
18"x18" GE/A
18"x18" CE/A
18"x18" SE/A
6"Ø FLUE
6"Ø C/A
* NOTE *
ALL GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS
IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR
MAY NOT BE USED IN THIS SET OF DRAWINGS.
NECK SIZE / MODULE SIZE
POINT WHERE NEW CONNECTS TO EXISTING
(D)
(D)
B R A D E N
S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
MECH GENERAL
INFORMATION & SYMBOLS
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS LF
100% BID
DOCUMENTS
M001
FULLY SPRINKLERED
GENERAL HVAC NOTES
1 SUPPLY AND RETURN PIPING TO COILS ARE THE SAME SIZE.
2 CONTRACTOR SHALL LOCATE THERMOSTATS AND TEMPERATURE SENSORS AT
5'-0" AFF, A MINIMUM OF 8" FROM LIGHT SWITCH.
3 REFER TO HVAC DRAWINGS FOR THERMOSTAT AND TEMPERATURE SENSOR
LOCATIONS.
4 CONDENSATE DRAINS SHALL BE SUPPLIED FOR ALL COOLING EQUIPMENT.
CONTRACTOR SHALL ENSURE PROPER INSTALLATION AND DRAINAGE AS
REQUIRED BY FEDERAL, STATE, AND LOCAL CODES. CONDENSATE PIPING SHALL
BE TYPE "L" COPPER.
5 ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE RATED FOR PRESSURE
CLASS OF 2" W.G. UNLESS NOTED OTHERWISE.
6 COORDINATE THE EXACT LOCATION OF ALL CEILING DIFFUSERS, REGISTERS, AND
GRILLES WITH NEW AND EXISTING LIGHTING.
7 PROVIDE DIFFUSERS AND REGISTERS WITH 4-WAY BLOW PATTERN UNLESS
OTHERWISE NOTED.
8 THIS CONTRACTOR SHALL BE REQUIRED TO REPLACE FILTERS ON HVAC
EQUIPMENT AFTER ALL DUST PRODUCING CONSTRUCTION HAS BEEN COMPLETED
AND PRIOR TO THE FINAL PUNCH.
GENERAL PROJECT NOTES
1 REMOVE ALL UNUSED PIPING, DUCTWORK AND ACCESSORIES.
2 THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING,
PRIOR TO FINAL BID, ALL EXISTING CONDITIONS FOR PLUMBING AND
MECHANICAL SYSTEMS WITHIN TENANT SPACE AND WITHIN CLOSE PROXIMITY OF
TENANT SPACE.
3 WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREVENT
CONSTRUCTION DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN
OPENING PRIOR TO START OF WORK. UNSEAL DRAINS AT COMPLETION OF
CONSTRUCTION.
4 COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE
TRAY, STRUCTURE, AND EQUIPMENT TO PREVENT CONFLICTS.
5 THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS BOTH EXISTING
AND THOSE ILLUSTRATED BY THESE DOCUMENTS AS WELL AS THOSE WHICH CAN
BE REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL,
ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS INVOLVED ON THIS
PROJECT.
6 FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL
CONFORM TO ALL REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL
CODES, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE
AND INTERNATIONAL MECHANICAL CODE.
7 LOCATE EQUIPMENT REQUIRING ACCESS 2'-0" MAXIMUM ABOVE CEILING.
8 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF ALL
APPLICABLE CODES AND LOCAL CODES AS APPLIED BY THE AUTHORITY HAVING
JURISDICTION.
9 LOCATE DUCTWORK, PIPING AND MECHANICAL EQUIPMENT AWAY FROM THE
SPACE ABOVE ELECTRICAL PANELS. TRANSFORMERS AND OTHER ELECTRICAL
EQUIPMENT.
10 PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED. FIRE STOPPING
SHALL BE AN APPROVED MATERIAL AS PRESCRIBED IN CSFM STANDARD 43-1
AND SHALL BE U.L. LISTED.
11 PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH
FOUNDATIONS, FLOORS, WALLS, AND ROOF.
12 MAINTAIN CLEAR ACCESS TO SERVICE EQUIPMENT AND OTHER ACCESSORIES
REQUIRING SERVICE, VISUAL INSPECTION OR HAND OPERATION. WHERE
INDICATED OR REQUIRED, PROVIDE ACCESS PANELS OF THE TYPE SELECTED TO
SUIT MATERIALS IN WHICH INSTALLED.
13 ADJUST PIPING AND DUCTWORK SIZES TO PROPERLY CONNECT TO MECHANICAL
EQUIPMENT.
14 REFER TO HVAC SERIES DRAWINGS FOR GAS AND A.C. CONDENSATE DRAIN
PIPING.
15 PIPE SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL
ANOTHER SIZE IS SHOWN.
16 FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE
SEGMENTS, REFER TO DETAILS, SCHEDULES, AND SPECIFICATIONS.
17 INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE
MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AT A LEVEL OF QUALITY
AND WORKMANSHIP CONSISTENT WITH THE SPECIFICATIONS.
18 LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS INDICATED ON THE
DRAWING, ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE
FIELD. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID
INTERFERENCE IN THE FIELD.
19 INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS
WITHOUT CEILINGS.
20 THE CONTRACTOR'S WORK SCHEDULE SHALL BE SUBMITTED TO AND APPROVED
BY THE OWNER.
21 PRIOR TO STARTING WORK, SUBMIT SHOP DRAWINGS FOR ALL MECHANICAL
EQUIPMENT, PLUMBING FIXTURES, AND DIFFUSERS.
22 CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND SHALL
ARRANGE FOR ALL INSPECTIONS AS REQUIRED.
23 PROVIDE ONE YEAR WARRANTY FOR ALL WORKMANSHIP AND MATERIALS AFTER
THE DATE OF FINAL ACCEPTANCE.
MECHANICAL NOTES
1 CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A COMPLETE
AND WORKING SYSTEM.
2 INSTALL, SUPPORT, & BRACE NEW DUCTWORK AND
ACCESSORIES PER SMACNA GUIDELINES.
3 DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS.
CONTRACTOR SHALL MAKE ALLOWANCE FOR ANY INTERIOR
LINING, INSULATION, ETC.
4 ALL NEW DUCT ELBOWS SHALL BE RADIUS TYPE. WHERE
NECESSARY, CONTRACTOR MAY SUBSTITUTE MITERED ELBOWS
WITH TURNING VANES.
5 PROVIDE FLAT BLADE MANUAL VOLUME DAMPERS AT ALL
TERMINAL DUCT BRANCHES AND AS INDICATED.
6 INSTALL EQUIPMENT PER MANUFACTURER'S
RECOMMENDATIONS
7 CONTRACTOR SHALL ENGAGE A TESTING AND BALANCE FIRM
CERTIFIED BY AABC TO PERFORM TESTING AND BALANCING
PROCEDURES ON EACH SYSTEM ACCORDING TO THE
PROCEDURES CONTAINED IN AABC'S "NATIONAL STANDARDS.
8 THIS DRAWING IS DIAGRAMMATIC IN NATURE AND SHALL NOT
BE SCALED TO DETERMINE THE EXACT LOCATION OR EXTENT OF
THE WORK. CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS PRIOR TO THE START OF THE WORK.
CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A COMPLETE
AND WORKING SYSTEM.
9 THIS DRAWING IS BASED ON VISUALLY OBSERVABLE EXISTING
CONDITIONS AS OF THE TIME OF DESIGN. CONTRACTOR SHALL
BE RESPONSIBLE TO FULLY VERIFY ALL EXISTING CONDITIONS,
COMPONENTS, ETC. PRIOR TO THE START OF THE WORK. ANY
DEVIATION FROM THIS DRAWING IN KIND, OR IN LOCATION
EXCEEDING 1'-0", SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER.
10 DUCTWORK FROM INTERSTITIAL SPACE PENETRATING SLAB TO
FIRST FLOOR CEILING SPACE. PATCH AND SEAL PENETRATIONS
WHERE EXISTING DUCTWORK IS REMOVED. EXISTING FLOOR
CONSTRUCTION HAS A 2-HR FIRE RESISTANCE RATING. NEW
INFILL TO BE OF THE SAME CONSTRUCTION TYPE AS EXISTING.
REFER TO ARCHITECTURAL DETAILS.
11 ALL NEW FLOOR SLAB PENETRATIONS, CONTRACTOR TO USE
GROUND PENETRATING RADAR TO INSURE CONCRETE
REINFORCING IS AVOIDED. ADJUST EXACT OPENING LOCATION
AS NEEDED.
12 AHU-6&9 SHUTDOWN WILL AFFECT THE ADJACENT AREA AND
THE GENERAL CONTRACTOR SHALL PROVIDE THE VA WITH
EXPECTED DOWNTIME AND COORDINATE THE SCHEDULE WITH
THE VA PRIOR TO CONSTRUCTION PER SPECIFICATIONS .
13 COORDINATE THE INSTALLATION OF ALL NEW MECHANICAL
EQUIPMENT WITH THE NEW AND EXISTING PNEUMATIC TUBING IN
THE INTERSTITIAL SPACE.
14 CONSTRUCTION ZONES SHALL BE UNDER A NEGATIVE AIRFLOW
THROUGHOUT CONSTRUCTION. CONTRACTOR TO PROVIDE
PLAN TO MAINTAIN A NEGATIVE PRESSURE OF 3500 CFM.
15 EXISTING PENETRATIONS OF INTERSTITIAL FLOOR TO BE RE-USED
WHEN WITHIN 4 FT OF CURRENTLY SHOWN ON PLAN. INFILL
ABANDONED HOLES IN INTERSTITIAL FLOOR. CONTRACTOR TO
PROVIDE A UNIT PRICE FOR EACH INFILL. REFER TO
ARCHITECTURAL PLANS AND SPECIFICATIONS FOR
INFORMATION.
16 COORDINATE ALL WORK IN THE INTERSTITIAL SPACE WITH THE
EXISTING EQUIPMENT AND COMPONENTS, FIELD VERIFY THE
REQUIREMENTS.
MECHANICAL DEMOLITION NOTES
1 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
LOCAL, STATE AND/OR REGULATORY AGENCIES, CODES AND
REGULATIONS FOR NEW WORK. CONTRACTOR SHALL BE
RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH
OTHER TRADES AND WITH THE CONSTRUCTION MANAGER.
2 WORK IDENTIFIED WITH MECHANICAL AND ELECTRICAL NOTES
AND KEY NOTES SHALL BE PERFORMED BY QUALIFIED
MECHANICAL AND ELECTRICAL CONTRACTORS RESPECTIVELY
UNDER DIRECTION OF THE CONSTRUCTION MANAGER.
COORDINATE WITH OWNER'S REPRESENTATIVE.
3 VERIFY ALL CONDITIONS IN FIELD BEFORE START OF
CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF
DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD
CONDITIONS.
4 COORDINATE ALL WORK WITH APPROPRIATE TRADES.
5 COORDINATE ANY REQUIRED SHUTDOWN OF SERVICES OR
EQUIPMENT WITH OWNER'S REPRESENTATIVE, MINIMIZE
INTERRUPTION OF EXISTING SERVICES.
6 COORDINATE FLOOR, WALL, AND ROOF PENETRATIONS ETC.
WITH ARCHITECTURAL TRADES. PROVIDE TEMPORARY WATER
TIGHT SEAL FOR ALL EXTERIOR WALL AND ROOF PENETRATION
AS NECESSARY.
7 HOLES AND PENETRATIONS IN RATED WALLS SHALL BE
PATCHED WITH APPROPRIATE FIRESTOP MATERIALS FOR
RATING REQUIRED.
8 COORDINATE THE SHUTTING DOWN OF EXISTING SYSTEMS WITH
OWNERS REPRESENTATIVE. AFTER HOURS WORK WILL BE
REQUIRED FOR BASEMENT AND FIRST FLOOR WORK TO KEEP
OCCUPIED AREAS OUTSIDE OF SCOPE ON LINE DURING
PHASING OF NEW CONSTRUCTION. COORDINATE WITH THE
OWNER'S REPRESENTATIVE,
9 CONSTRUCTION ZONES SHALL BE UNDER A NEGATIVE PRESSURE
THROUGHOUT CONSTRUCTION. CONTRACTOR TO PROVIDE
PLAN TO MAINTAIN NEGATIVE PRESSURE AS REQUIRED FOR ALL
PHASES. REFER TO ARCHITECTURAL PLANS FOR PHASING.
10 ALL EQUIPMENT REMOVED FROM SERVICE (HYDRONIC
RADIATORS, VAV BOXES, ETC) TO BE TURNED OVER TO THE
COR PRIOR TO REMOVING THE EQUIPMENT FROM THE SITE)
MECHANICAL PIPING NOTES
1 THE INSTALLATION OF ALL PIPING SHALL BE CLOSELY
COORDINATED WITH SHEET METAL, ELECTRICAL, AND
STRUCTURAL CONDITIONS. NOT ALL REQUIRED OFFSETS AND
FITTINGS ARE INDICATED ON DRAWINGS, BUT SHALL BE
PROVIDED. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS
FOR CLEARANCES.
2 ALL PIPING SHALL BE INSTALLED TO FACILITATE COIL REMOVAL,
FILTER REPLACEMENT AND OPENING OF ACCESS PANELS.
3 INSTALL MAINS AS HIGH AS POSSIBLE. MANUAL AIR VENTS SHALL
BE PROVIDED AT ALL PIPING HIGH POINTS AND END OF PIPING
LOOPS. PROVIDE REMOVABLE INSULATION PLUG.
4 PIPE ANCHORS, EXPANSION LOOPS, AND GUIDES SHALL BE
PROVIDED AS REQUIRED. REFER TO SPECIFICATIONS.
5 SLEEVE AND SEAL EXTERIOR WALL AND ROOF PENETRATIONS TO
A WEATHER TIGHT CONDITION. SLEEVE AND SEAL INTERIOR
FLOOR PENETRATIONS TO A WATER TIGHT CONDITION.
6 PROVIDE MINIMUM OF 3/4" PIPE FOR ALL PIPING UNLESS SHOWN
OTHERWISE.
7 ALL VALVES ARE TO BE FULL LINE SIZE EXCEPT CONTROL AND
BALANCING VALVES.
8 PROVIDE 1/2" DRAIN VALVES WITH HOSE-END CAPS AT ALL LOW
POINTS IN PIPING. PROVIDE MINIMUM PITCH SUFFICIENT TO
INSURE ADEQUATE DRAINING. PROVIDE REMOVABLE
INSULATION PLUG.
9 ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE BOTTOM
OF ALL PRESSURE PIPING AND TO THE INVERT OF ALL GRAVITY
PIPING UNLESS OTHERWISE NOTED.
10 UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD AND AS
HIGH AS POSSIBLE TO THE UNDERSIDE OF THE STRUCTURE OR
SLAB, WITH SPACE FOR INSULATION WHERE REQUIRED.
11 PIPING AND ASSOCIATED APPURTENANCES SHALL NOT
INTERFERE WITH DOORS AND WINDOWS.
12 INSTALL PIPING WITHOUT FORCING OR SPRINGING.
13 ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES
INVOLVED. PROVIDE OFFSETS IN PIPING AROUND
OBSTRUCTIONS ENCOUNTERED IN FIELD.
14 PROVIDE VIBRATION ISOLATORS FOR ALL PIPING SUPPORTS
CONNECTED TO, AND WITHIN 50 FEET OF ISOLATED EQUIPMENT
(EXCEPT AT BASE ELBOW SUPPORTS AND ANCHOR POINTS)
THROUGHOUT MECHANICAL EQUIPMENT ROOMS.
15 AIR CONDITIONING CONDENSATE DRAIN LINES FROM EACH
UNIT'S DRAIN PAN SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN
OUTLET WITH "P" TRAP. CONDENSATE WATER PIPING SHALL BE A
MINIMUM OF 3/4". SEE THE DETAILS SHOWN IN THE DRAWINGS
OR MANUFACTURER'S LITERATURE FOR THE DEPTH OF THE AIR
CONDITIONING CONDENSATE TRAP. PITCH DOWN IN DIRECTION
OF FLOW, MINIMUM 1 INCH PER 10 FEET.
16 INSTALL PIPING SO ALL VALVES, STRAINERS, UNIONS, TRAPS,
FLANGES AND OTHER APPURTENANCES REQUIRING ACCESS ARE
ACCESSIBLE. PROVIDE PRESSURE/TEMPERATURE (P/T) PLUGS,
WITH CAPS UP AND DOWNSTREAM OF ALL EQUIPMENT, AT THE
SUPPLY AND RETURN TAPS OF ALL PIPING BRANCHES AND/OR
WHERE INDICATED. PROVIDE EXTENDED PLUGS AND LABELS
WHERE PIPING IS INSULATED.
17 WHERE SPACE PERMITS PROVIDE AUXILIARY DRAIN PANS UNDER
COOLING EQUIPMENT LOCATED ABOVE CEILINGS. WHERE
SPACE DOES NOT PERMIT THE USE OF AN AUXILIARY DRAIN PAN
PROVIDE WATER LEVEL DETECTION DEVICE (FLOAT SWITCH)
CONFORMING TO UL 508 THAT WILL SHUT OFF THE EQUIPMENT
SERVED IN THE EVENT THAT THE PRIMARY DRAIN IS BLOCKED.
18 PROVIDE FLUSHING VALVES AND TEES AT BOTH ENDS OF ALL
EQUIPMENT. TAPS SHALL MATCH EQUIPMENT PIPING UP TO 1".
FOR LARGER EQUIPMENT AND PIPE LOOPS, PROVIDE 1-1/2" TAPS
AND VALVES.
19 ALL HYDRONIC PIPING BRANCH TAKEOFFS FROM MAINS SHALL
BE MADE WITH SWING JOINTS.
20 THE CONTRACTOR SHALL DEVELOP AND PRODUCE
COORDINATION DRAWINGS PRIOR TO STARTING THE
INSTALLATION OF ANY HYDRONIC SYSTEM.
MECHANICAL SHEET METAL NOTES
1 THE INSTALLATION OF ALL DUCTWORK SHALL BE CLOSELY
COORDINATED WITH NEW PLUMBING, ELECTRICAL, AND
STRUCTURAL CONDITIONS. NOT ALL REQUIRED OFFSETS AND
FITTINGS ARE INDICATED ON DRAWINGS, BUT SHALL BE
PROVIDED. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS
FOR CLEARANCES. ALTERNATE DUCT ROUTING SHALL BE
APPROVED BY ARCHITECT/ENGINEER BEFORE PROCEEDING IN
ORDER TO ENSURE THAT THE AVAILABLE STATIC PRESSURE
REMAINS ADEQUATE. DUCTWORK LOCATION SHALL TAKE
PRECEDENCE OVER HVAC AND FIRE PROTECTION PIPING AND
ELECTRICAL CONDUIT AND CABLE TRAY.
2 REFER TO DUCT TAKEOFF DETAILS. SPIN-IN TYPE WITH SCOOPS
SHALL NOT BE ACCEPTED. A MINIMUM OF 2 FEET SHALL BE
PROVIDED BETWEEN RUNOUT TAKEOFFS FROM TRUNK DUCTS.
3 THERMOSTAT AND SENSORS LOCATIONS WITHIN DUCTWORK
SHALL BE VERIFIED WITH ARCHITECT/ ENGINEER BEFORE ROUGH
-IN.
4 RUNOUT BALANCING DAMPERS SHALL BE MOUNTED AS CLOSE
TO MAIN DUCT AS POSSIBLE.
5 TERMINAL UNITS SHALL BE MOUNTED TO NOT IMPAIR ACCESS TO
FILTERS, COILS AND CONTROLS.
6 WATERTIGHT CONCRETE CURBS SHALL BE PROVIDED AROUND
ELEVATED FLOOR SLAB PENETRATIONS.
7 DUCTWORK AND ASSOCIATED COMPONENTS SHALL CLEAR
DOORS AND WINDOWS.
8 UNLESS OTHERWISE NOTED, ALL DUCTWORK ABOVE CEILING OR
EXPOSED IS OVERHEAD AND AS HIGH AS POSSIBLE TO THE
UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR INSULATION
WHERE REQUIRED.
9 LOCATE MECHANICAL EQUIPMENT SUCH THAT THERE IS
UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS
AND VALVING.
10 PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS
CONNECTED TO MECHANICAL EQUIPMENT THAT REQUIRE
VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE
PROVIDED AT THE POINT OF CONNECTION TO THE EQUIPMENT
UNLESS OTHERWISE NOTED.
11 DUCTWORK SIZES ARE INSIDE CLEAR DIMENSIONS.
12 ALL ELBOWS IN DUCTWORK SHALL BE RADIUS ELBOWS UNLESS
OTHERWISE NOTED. RADIUS ELBOWS SHALL HAVE CENTERLINE
RADIUS OF CURVATURE 1.5 TIMES THE DUCT DIAMETER OR WIDTH
IN THE PLANE OF TURN. WHERE SQUARE ELBOWS ARE SHOWN,
INSTALL TURNING VANES.
13 DUCTS CONNECTED TO EQUIPMENT SHALL EQUAL EQUIPMENT
CONNECTION SIZE UNLESS NOTED OTHERWISE.
14 MAXIMUM LENGTH ON FLEXIBLE DUCT SHALL BE 5'-0", UNLESS
OTHERWISE NOTED ON DETAILS OR SPECIFICATION.
15 RE-USE ANY EXISTING PENETRATIONS TO THE INTERSTITIAL SPACE
WHERE POSSIBLE WITHIN 4'-0" OF A PENETRATION INTO THE
INTERSTITIAL SPACE INDICATED ON THE PLANS.
1E-K
1E-J
1E-J
1E-H
1E-H
1E-G
1E-G
1E-F
1E-F
1E-E
1E-E
1E-11 1E-11
1E-10 1E-10
1E-9 1E-9
1E-8 1E-8
1E-7 1E-7
1E-6 1E-6
1E-5 1E-5
1E-4 1E-4
1E-3.8 1E-3.8
1E-3.6 1E-3.6
1E-3.5 1E-3.5
1E-3.4 1E-3.4
1E-3.3 1E-3.3
S
(E) 1-AH-6 (E) 1-AH-9
(E) OUTDOOR AIR
PLENUM/INTAKE LOUVER
(E) OUTDOOR AIR
PLENUM/INTAKE LOUVER
(E
E X
H A
U S T
A
IR
P
LE
N U
M /E
X H
A U
S T
LO
U
V E R
MD101B
MD101CMD101C
MD101A
MD101BMD101B
MD101B
MD101CMD101C
MD101A
MD101BMD101B
B R A D E N
S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
AREA - A
AREA - B
AREA - C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
FIRST FLOOR MECHANICAL
DEMOLITION PLAN
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS LF
100% BID
DOCUMENTS
MD101
FULLY SPRINKLERED
NORTH
SCALE: 1/8" = 1'-0"
FIRST FLOOR MECHANICAL DEMOLITION PLAN
MECHANICAL DEMOLITION NOTES
1 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
LOCAL, STATE AND/OR REGULATORY AGENCIES, CODES AND
REGULATIONS FOR NEW WORK. CONTRACTOR SHALL BE
RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH
OTHER TRADES AND WITH THE CONSTRUCTION MANAGER.
2 WORK IDENTIFIED WITH MECHANICAL AND ELECTRICAL NOTES
AND KEY NOTES SHALL BE PERFORMED BY QUALIFIED
MECHANICAL AND ELECTRICAL CONTRACTORS RESPECTIVELY
UNDER DIRECTION OF THE CONSTRUCTION MANAGER.
COORDINATE WITH OWNER'S REPRESENTATIVE.
3 VERIFY ALL CONDITIONS IN FIELD BEFORE START OF
CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF
DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD
CONDITIONS.
4 COORDINATE ALL WORK WITH APPROPRIATE TRADES.
5 COORDINATE ANY REQUIRED SHUTDOWN OF SERVICES OR
EQUIPMENT WITH OWNER'S REPRESENTATIVE, MINIMIZE
INTERRUPTION OF EXISTING SERVICES.
6 COORDINATE FLOOR, WALL, AND ROOF PENETRATIONS ETC.
WITH ARCHITECTURAL TRADES. PROVIDE TEMPORARY WATER
TIGHT SEAL FOR ALL EXTERIOR WALL AND ROOF PENETRATION
AS NECESSARY.
7 HOLES AND PENETRATIONS IN RATED WALLS SHALL BE
PATCHED WITH APPROPRIATE FIRESTOP MATERIALS FOR
RATING REQUIRED.
8 COORDINATE THE SHUTTING DOWN OF EXISTING SYSTEMS WITH
OWNERS REPRESENTATIVE. AFTER HOURS WORK WILL BE
REQUIRED FOR BASEMENT AND FIRST FLOOR WORK TO KEEP
OCCUPIED AREAS OUTSIDE OF SCOPE ON LINE DURING
PHASING OF NEW CONSTRUCTION. COORDINATE WITH THE
OWNER'S REPRESENTATIVE,
9 CONSTRUCTION ZONES SHALL BE UNDER A NEGATIVE PRESSURE
THROUGHOUT CONSTRUCTION. CONTRACTOR TO PROVIDE
PLAN TO MAINTAIN NEGATIVE PRESSURE AS REQUIRED FOR ALL
PHASES. REFER TO ARCHITECTURAL PLANS FOR PHASING.
10 ALL EQUIPMENT REMOVED FROM SERVICE (HYDRONIC
RADIATORS, VAV BOXES, ETC) TO BE TURNED OVER TO THE
COR PRIOR TO REMOVING THE EQUIPMENT FROM THE SITE)
1E-J
1E-J
1E-H
1E-H
1E-G
1E-G
1E-F
1E-F
1E-E
1E-E
1E-5 1E-5
1E-4 1E-4
1E-3.8 1E-3.8
1E-3.6 1E-3.6
1E-3.5 1E-3.5
1E-3.4 1E-3.4
1E-3.3 1E-3.3
1E-3 1E-3
S
R
R
(D) 12x8
(D) 10x6
(D) 14x6
(D) 10x6
(D) 14x6
(D) 14x12
(D) 14x6
(D) 12x6
(D) 12x6
(D) 12x10
(D) 14x8 (D) 14x8
(D) 8x6
(D) 10x6
(D) 8x10
(D) 16x8
(D) 12x8
(E) 16x8 (E) 16x8
(E) 16x12
(D) 24x8
UP
(D) 12x8
(D) 14x8
(D) 14x8
(D) 12x8
(D) 12x8
(D) 10x6
(E) 12x8
(D) 12x8
(D) 10x6
(D) 8x6
(D) 8x6
(D) 8x6
(D) 8x6
(D) 10x6
(D) 10x6
3/4" HWH DN
FTR - 1
2' - 0 "
FTR - 1
6' - 0 "
FTR - 1
8' - 0 "
3/4" HWHR DN
3/4"HWH
DN
DEMO
FTR - 1
2' - 0 "
DEMO
FTR - 1
6' - 0 "
DEMO
FTR - 1
8' - 0 "
3/4"HW
HR DN
DEMO
FTR - 1
2' - 0 "
5 55
(E) 10x6
(E) 6"⌀
B R A D E N
S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
AREA - A
AREA - B
AREA - C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
ENLARGED MECHANICAL
DEMOLITION PLAN- AREA A
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS LF
100% BID
DOCUMENTS
MD101A
FULLY SPRINKLERED
NORTH
SCALE: 1/4" = 1'-0"
ENLARGED MECHANICAL DEMOLITION PLAN - AREA A
KEYNOTES
1 REMOVE EXISTING FINNED TUBE RADIANT HEATER,
ASSOCIATED CONTROLS, THRU FLOOR PIPING AND
ACCESSORIES COMPLETELY. REMOVE BRANCH PIPING BACK
TO NEAREST MAIN AND CAP. PREPARE HYDRONIC PIPING FOR
NEW CONNECTION.
2 REMOVE EXISTING DUCTWORK AND ALL ASSOCIATED
SUPPORTS, DAMPERS, ETC. PATCH ALL EXISTING PENETRATIONS
AS REQUIRED.
3 DISCONNECT AND REMOVE EXISTING GRILLE OR DIFFUSER
AND ASSOCIATED DUCTWORK/DAMPERS BACK TO
INTERSTITIAL SPACE ABOVE.
4 DISCONNECT AND REMOVE EXISTING VARIABLE AIR VOLUME
BOX WITH REHEAT AND ALL ASSOCIATED PIPING,
ACCESSORIES, AND CONTROLS.
5 EXISTING GRILLE OR DIFFUSER AND ASSOCIATED
DUCTWORK/DAMPERS TO REMAIN.
6 EXISTING DUCTWORK AND ALL ASSOCIATED SUPPORTS,
DAMPERS, ETC TO REMAIN.
7 SLAB INFILL. REFER TO ARCHITECTURAL DRAWING AE100A.
8 REMOVE EXISTING PHARMACY HOOD AND ASSOCIATED
DUCTWORK BACK TO MAIN AND CAP.
1E-J
1E-J
1E-H
1E-H
1E-G
1E-G
1E-F
1E-F
1E-E
1E-E
1E-7 1E-7
1E-6 1E-6
1E-5 1E-5
S
(D) 10x6
(D) 10x6
(D x6
(D) 10x6
(D) 12x6
(D) 12x6
(D) 12x6
(D) 12x8 (D) 16x8
(D) 8x6
(D) 8x6(D) 8x6
(D) 10x6
(D) 18x8
(D) 8x6
(D) 8x6
(D) 8x6
(D) 12x8
(D) 12x6
(D) 12x6
(D) 10x6
(D) 12x8
(D) 8x6
(D) 8x6 (D) 8x6
(D) 14x8
(D) 16x8
(D) 12x6
(D) 12x6
(D) 12x6
(D) 12x6(D) 10x6
(D) 8x6
(D) 12x6
(D) 8x6
(D) 8x6
(D) 8x6
(D) 8x6
(D) 10x6
(D) 12x8
(D) 12x8
(D) 8x6
(D) 8x6
(D) 12x6
(D) 16x10
(D) 12x8
(D) 8x6
(D) 16x8
(D) 14x8
(D) 10x6
(D) 12x6
(D) 12x8
(D) 8x6
(D) 12x8
UP
(D) 8x6
UP
(D) 8x6
(D) 8x6
(D) 12x6
(D) 12x6
(D) 10x6
(D) 8x6
(D) 8x6
(E) 26"Ø R/A
(D) 12x8
DEMO
FTR-1
6'-0"
3/4" HWHR DN
DEMO
FTR-1
5'-0"
3/4" HWH DN
3/4" HWHR DN
3/4" HWH DN
(E) 14x8
DEMO
FTR-1
10'-6"
DEMO
FTR-1
6'-0"
DEMO
FTR-1
6'-0"
2 2
3 3
B R A D E N
S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
AREA - A
AREA - B
AREA - C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
ENLARGED MECHANICAL
DEMOLITION PLAN- AREA B
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS LF
100% BID
DOCUMENTS
MD101B
FULLY SPRINKLERED
NORTH
SCALE: 1/4" = 1'-0"
ENLARGED MECHANICAL DEMOLITION PLAN - AREA B KEYNOTES
1 REMOVE EXISTING FINNED TUBE RADIANT HEATER,
ASSOCIATED CONTROLS, THRU FLOOR PIPING AND
ACCESSORIES COMPLETELY. REMOVE BRANCH PIPING BACK
TO NEAREST MAIN AND CAP. PREPARE HYDRONIC PIPING FOR
NEW CONNECTION.
2 REMOVE EXISTING DUCTWORK AND ALL ASSOCIATED
SUPPORTS, DAMPERS, ETC. PATCH ALL EXISTING PENETRATIONS
AS REQUIRED.
3 DISCONNECT AND REMOVE EXISTING GRILLE OR DIFFUSER
AND ASSOCIATED DUCTWORK/DAMPERS BACK TO
INTERSTITIAL SPACE ABOVE.
4 SLAB INFILL. REFER TO ARCHITECTURAL DRAWING AE100A.
1E-J
1E-J
1E-H
1E-H
1E-G
1E-G
1E-F
1E-F
1E-E
1E-E
1E-11 1E-11
1E-10 1E-10
1E-9 1E-9
1E-8 1E-8
1E-7 1E-7
S
(D) 14x10
(D) 12x6 (D) 24x6
(D) 8x6
(D) 8x6
(D) 8x6
(D) 8x6
(D) 8x6
(D) 8x6
(D) 12x6 (E) 12x6
(D) 8x6 (D) 8x6
(D) 10x6
(E) 8x6
(D) 12x8
(D) 12x6
(E) 8x6
(E) 10x6
(E) 1-AH-6 (E) 1-AH-9
(E) OUTDOOR AIR PLENUM/INTAKE LOUVER(E) OUTDOOR AIR PLENUM/INTAKE LOUVER
(E
E X
H A
U S T
A
IR
P
LE
N U
M /E
X H
A U
S T
LO
U
V E R
(D) 12x6
3/4" HWH
DN
FTR-1
9'-0"
PROVIDE TESTING OF FANS AND COILS IN
EXISTING AIR HANDLER(S) PRIOR TO
BEGINNING CONSTRUCTION, RECORD
AIR AND WATER FLOW RATES AND
PRESSURES
REPLACE EXISTING FAN MODULE WITH A NEW FAN MODULE SF-9 ( (2) DIRECT DRIVE PLENUM
FANS SZIED FOR 9000 CFM AND TOTAL STATIC PRESSURE 7 IN.WC) . REFER TO M502 AND M600
FOR DETAILS AND SCHEDULES.
BASIS OF DESIGN SELECTIONS FROM TRANE MATCH THE DIMENSIONS
OF THE DEMOLISHED FAN SECTIONS .
RETROFIT AHU-9 DISCHARGE AS REQUIRED.
AFTER INSTALLING THE FAN, RE-BALANCE THE AIR FLOW, TO THE PRE-DEMOLITION RECORDED
NUMBERS FROM THE TEST AND BALANCE REPORT.
EXISTING FAN SHALL REMAIN, REPLACE
EXISTING BELTS AND SHEAVES
REPLACE EXISTING PRE-FILTERS WITH
MERV 14 GRADE. SET DIFFERENTIAL STATIC
PRESSURE ALARM TO MANUFACTURER'S
RECOMMENDED FINAL STATIC PRESSURE .
PF-6 PF-9
SF-9
B R A D E N
S .
C O X
6201070323
NO.
ENGINEER
S T
A
T E
O F M I C
H I
G A
N
R E
E N
I G
N
E L
ANOISSEFORP
D
E S
N E
C I
L
AREA - A
AREA - B
AREA - C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DWG. ___ OF 145
7GAE PROJECT NO.: 219123
Sprinkler:
600 E. Michigan Avenue, Suite B
Kalamazoo, MI 49007
P: 269.927.0144 www.7GenAE.com
2850 Eisenhower Ave, Suite 310
Alexandria, VA 22314
P: 202.617.8485 www.alliance.us.com
100% BID DOCUMENTS APRIL 6, 2023
ENLARGED MECHANICAL
DEMOLITION PLAN- AREA C
UPGRADE PRIMARY CARE
ANN ARBOR VAMC
506-20-103
1E
PROJECT DIRECTOR
APRIL 6, 2023 JDS LF
100% BID
DOCUMENTS
MD101C
FULLY SPRINKLERED
NORTH
SCALE: 1/4" = 1'-0"
ENLARGED MECHANICAL DEMOLITION PLAN - AREA C
KEYNOTES
1 REMOVE EXISTING FINNED TUBE RADIANT HEATER,
ASSOCIATED CONTROLS, THRU FLOOR PIPING AND
ACCESSORIES COMPLETELY. REMOVE BRANCH PIPING BACK
TO NEAREST MAIN AND CAP. PREPARE HYDRONIC PIPING FOR
NEW CONNECTION.
2 REMOVE EXISTING DUCTWORK AND ALL ASSOCIATED
SUPPORTS, DAMPERS, ETC. PATCH ALL EXISTING PENETRATIONS
AS REQUIRED.
3 DISCONNECT AND REMOVE EXISTING GRILLE OR DIFFUSER
AND ASSOCIATED DUCTWORK/DAMPERS BACK TO
INTERSTITIAL SPACE ABOVE.
4 EXISTING GRILLE OR DIFFUSER AND ASSOCIATED
DUCTWORK/DAMPERS TO REMAIN.
5 EXISTING DUCTWORK AND ALL ASSOCIATED SUPPORTS,
DAMPERS, ETC TO REMAIN.
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