Drawings C - 506-20-103.pdf

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Attached to
Z1DA--Upgrade Primary Care Building 1E, 506-20-103
Solicitation number
36C25023B0057
Issued by

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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Other files

File Type Posted
Notice of Award Aug 22 - 506-20-103.pdf PDF
Wage Determination MI20230100 July 21 - 506-21-103.pdf PDF
36C25023B0057 0003.pdf PDF
34 AD121 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN - 506-20-103.pdf PDF
Project Manual Volume 1 Updated through Addendum No 1 - 506-20-103.pdf PDF
AE Addendum 01 Write Up - 506-20-103.pdf PDF
36C25023B0057 0002.pdf PDF
01 GI000 Cover Sheet - 506-20-103.pdf PDF
Pre-Bid Site Visit Agenda signed - 506-20-103.pdf PDF
36C25023B0057 0001.pdf PDF
Pre Bid Site Visit Attendance Log signed - 506-20-103.pdf PDF
Drawings A2 - 506-20-103.pdf PDF
Wage Determination MI20230100 Apr 7 - 506-20-103.pdf PDF
Sole Source Justification Simplex KO signed - 506-20-103.pdf PDF
RFI Form - 506-20-103.pdf PDF
Specifications Volume 2 - 506-20-103.pdf PDF
Sole Source Justification Swisslog KO signed - 506-20-103.pdf PDF
Sole Source Justification Rauland R5 KO signed - 506-20-103.pdf PDF
Drawings B - 506-20-103.pdf PDF
Drawings D2 - 506-20-103.pdf PDF
Drawings D1 - 506-20-103.pdf PDF
36C25023B0057_1 cleared - 506-20-103.pdf PDF
EMR Certification Form - 506-20-103.pdf PDF
Specifications Volume 1 - 506-20-103.pdf PDF
Drawings A1 - 506-20-103.pdf PDF
Sole Source Justification Siemens Desigo KO signed - 506-20-103.pdf PDF
36C25023B0057.docx DOCX document
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Text version

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

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

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

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ENGINEER

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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

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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

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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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