Project 506-21-210 Drawings Updated.pdf

BUILDING 1W

BUILDING 28

BUILDING 1E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:5

P

M

GI000

COVER SHEET

11/05/2021 PQ CL

ANN ARBOR VAMC

CORRECT DEFICIENCIES 1-W SUB-BASEMENT

DEPARTMENT OF VETERANS AFFAIRS

2215 Fuller Road

Ann Arbor, MI 48105 D R A W I N G I N D E X

SHEET NO. SHEET NAME

GENERAL

GI000 COVER SHEET

ARCHITECTURAL

AD100 ARCHITECTURAL DEMOLITION PLAN

AE100 ARCHITECTURAL NEW WORK

AS101 ARCHITECTURAL SITE PLAN AND DETAILS

AE501 ARCHITECTURAL DETAILS, SECTIONS AND SCHEDULES

PLUMBING

P001 PLUMBING LEGEND AND ABBREVIATIONS

PD100 PLUMBING DEMOLITION PLAN

PL100 PLUMBING NEW WORK PLAN

PL501 PLUMBING DETAILS AND ISOMETRICS

MECHANICAL

M001 MECHANICAL LEGEND AND ABBREVIATIONS

MD100A MECHANICAL DEMOLITION

MD100B MECHANICAL DEMOLITION - PIPING

MH100 MECHANICAL NEW WORK

MP101 MECHANICAL NEW WORK - PIPING

MP301 MECHANICAL SECTIONS - PIPING

MH501 MECHANICAL SECTIONS, DETAILS, AND CONTROLS

MH601 MECHANICAL SCHEDULES

ELECTRICAL

ED100 ELECTRICAL DEMOLITION PLAN

EP100 ELECTRICAL POWER PLAN

EP601 ELECTRICAL SCHEDULES

R E G I O N A L V I C I N I T Y M A P V I C I N I T Y M A P

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND C.O.R..

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE DISRUPTIONS OF NORMAL FUNCTIONS OF

THE VA'S OCCUPIED AREAS.

6. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES. IF WORK ACTIVITY WILL GENERATE NOISE OVER 85 DECIBELS OR IF THE WORK SCHEDULED IS LIKELY TO PRODUCE VIBRATIONS THROUGHOUT THE BUILDING STRUCTURE, THEN THE CONTRACTOR SHALL WORK WITH THE COR TO SCHEDULE THE MOST APPROPRIATE TIME TO PERFORM THE DISRUPTIVE

WORK ACTIVITY.

7. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO LESS THAN 10 WORKING DAYS PRIOR TO THE REQUIRED OUTAGE. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

8. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL

CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

9. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

10. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

11. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION.

FIREPROOFING MUST BE CONTINUOUS AND UNOBSTRUCTED.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND C.O.R. PRIOR TO PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND C.O.R. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION

FROM THE ARCHITECT IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND THE

MANUFACTURER’S INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS.

WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO OBTAIN A MINIMUM STANDARD OF

QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS.

COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE..

11. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

12. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

13. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL AND ELECTRICAL, TO DETERMINE THE SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND

CAULK.

14. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH THE SPECIFICATIONS.

15. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, OWNER AND ARCHITECT PRIOR TO CONSTRUCTION.

16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HOSTING THE SUBMITTAL EXCHANGE FOR THE DURATION OF THE PROJECT.

G E N E R A L N O T E S - E X I S T I N G F A C I L I T I E S : G E N E R A L N O T E S - N E W W O R K :

12. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE C.O.R. FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION

ROUTES BEYOND THE AREAS OF WORK.

13. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

14. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

15. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE'D TO ACHIEVE THE PROPER FIRE

RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

16. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING

NEW MATERIAL.

17. CONTRACTOR SHALL PROVIDE DUST MITIGATION AT ALL INTERIOR AREAS WHERE AIR-BORNE PARTICLES FROM CONSTRUCTION ACTIVITY IS

EXPECTED.

Revisions: Date:

BID DOCUMENTS 100% 11/05/2021

EXP. 10/25/2023

N P Q R S T

SERVICE ROOM

3915 SF

3' - 2"

3' - 0"

5' - 6"

1' - 0"

6 66

PICTURE A1

11 11

UP

CORRIDOR

CB-3

5"

G E N E R A L N O T E S

A. ON COMPLETION OF WORK AND AFTER REMOVAL OF ALL DEBRIS,

LEAVE SITE IN CLEAN CONDITION SATISFACTORY TO THE COR.

B. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

DEMOLITION.

C. SEE ASBESTOS SPECIFICATION FOR REMOVAL OF HAZARDOUS

MATERIALS.

T

B

AE501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:3

P

M

AD100

ARCHITECTURAL DEMOLITION

PLAN

11/05/2021 PQ CL

N

1/4" = 1'-0"

SUB-BASMENT - DEMOLITION

D R A W I N G N O T E S

1 REMOVE PLYWOOD SLIDING DOOR AND STEEL TRACK.

2 REMOVE ALL RIGID INSULATION FROM THE UNDERSIDE OF THE

CONCRETE STRUCTURE ABOVE - PREPARE SURFACE FOR

INSTALLATION OF NEW SPRAY-APPLIED INSULATION.

3 REMOVE CONCRETE CONTAINMENT CURB AND PREPARE TO FLOORING

FOR NEW WORK - SUPPORT EXISTING PIPING AFTER DEMOLITION - SEE

PICTURE A1.

4 REMOVE ELEVATED CONCRETE PAD - SEE NEW WORK PLANS.

5 REMOVE DEBRIS THROUGHOUT THE SERVICE ROOM. CONTRACTOR

SHALL QUANTIFY REMOVED ITEMS PRIOR TO BID. CONSULT WITH THE

C.O.R. BEFORE REMOVAL.

6 REMOVE EXISTING WALL GUARDS.

7 REMOVE PORTION OF EXISTING MASONRY WALL SHOWN AS DASHED TO

ACCOMMODATE NEW DUCT PENETRATION - SUPPORT MASONRY ABOVE

OPENING - SEE NEW WORK DRAWINGS.

8 REMOVE PORTION OF EXISTING CONCRETE WALL SHOWN AS DASHED

TO ACCOMMODATE NEW DUCT PENETRATION. REFER TO FIRE DAMPER

SCHEDULE FOR SIZE.

9 REMOVE CMU COLUMN WRAP SHOWN AS DASHED.

10 REMOVE PLYWOOD BOX AROUND OPENING.

11 REMOVE AND RELOCATE EXISTING STAINLESS STEEL CORNER GUARDS.

12 EXISTING THERMOSTAT TO BE REMOVED. SEE NEW WORK FOR

REINSTALLATION.

PICTURE A1

KEYPLAN

N

1/4" = 1'-0"

FIRST FLOOR - DEMOLITION

Revisions: Date:

N Q R S T

SERVICE ROOM

3915 SF

/1

11' - 0" 4' - 8"

A

AE501

C

AE501

UP

CORRIDOR

CB-3

PASSENGER

ELEVATOR LOBBY

CB-5

SERVICE

ELEVATOR LOBBY

CB-4

STORAGE

CB02

STORAGE

CB03

MAILROOM

DISTRIBUTION

CB05

PAPER/RIBBON

DISTRIBUTION

CB04

5' - 10" +/- G E N E R A L N O T E S

A. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS

FOR ADDITIONAL DESIGN INFORMATION.

B. MECHANICAL AND ELECTRICAL WORK MAY EXTEND BEYOND

EXTENTS SHOWN IN ARCHITECTURAL DRAWINGS. CONTRACTOR

SHALL BE RESPONSIBLE FOR PROVIDING THE NECESSARY ICRA

BARRIERS AND REQUIRED FIRE / SMOKE PARTITIONS AROUND

CONSTRUCTION. LOCATION OF BARRIERS SHOWN ON PLANS ARE

FOR INTENT ONLY

C. MINIMIZE CONSTRUCTION ZONE TO MAINTAIN EGRESS THROUGH

CORRIDORS.

T

B

AE501

4' - 6"

13 14

MECH

B177A

FAN ROOM

B177B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:3

P

M

AE100

ARCHITECTURAL NEW WORK

11/05/2021 PQ CL

N

1/4" = 1'-0"

SUB-BASMENT - NEW WORK

D R A W I N G N O T E S

1 PATCH CONCRETE FLOOR TO MATCH EXISTING ADJACENT CONCRETE

FLOOR AFTER REMOVAL OF CONCRETE PAD.

2 PATCH CONCRETE FLOOR AFTER THE REMOVAL OF CONTAINMENT CURB

- SLOPE NEW FLOOR TO FLOOR DRAIN - EXTEND EXISTING PIPING TO

DRAIN - SUPPORT AS REQUIRED.

3 PROVIDE 6" OF SPRAY APPLIED THERMAL AND ACOUSTIC INSULATION AT

THE FULL EXTENT OF THE UNDERSIDE OF THE CONCRETE STRUCTURE

ABOVE AND 2" AROUND THE CONCRETE BEAMS. INSULATION SHALL

MEET SURFACE BURNING CLASS 1, CLASS A FIRE RATING PER ASTM E 84.

PROTECT ALL SPRINKLERS FROM OVERSPRAY. DO NOT COVER SURFACE

MOUNTED OBJECTS AT CEILING.

4 PROVIDE A NEW SLIDING DOOR AT EXISTING 4'-10" X 3'-2" OPENING.

REFER TO DOOR SCHEDULE.

5 NEW 4" CMU WALL. PAINT WITH EPOXY PAINT TO MATCH ADJACENT CMU.

REINSTALL EXISTING STAINLESS STEEL CORNER GUARDS AND

THERMOSTAT AND PROVIDE NEW WALL GUARDS AND RUBBER BASE ON

ALL THREE SIDES.

6 PROVIDE NEW WALL GUARD. MATCH EXISTING TYPE, SIZE, COLOR AND

MOUNTING HEIGHT.

7 12"W X 16"H WALL MOUNTED ACCESS PANEL. COORDINATE WITH

MECHANICAL FOR LOCATION.

8 TEMPORARY PREFABRICATED ICRA BARRIER TO UNDERSIDE OF CEILING -

PROVIDE NEGATIVE PRESSURE WITHIN BARRIER - ADD AIR-TIGHT

PLASTIC BARRIER ABOVE CEILING FOR CORING AT EXTERIOR WALL -

REMOVE ICRA BARRIER BEFORE CONSTRUCTING ADDITIONAL BARRIER

AT OTHER SIDE OF CORRIDOR TO MAINTAIN EGRESS.

9 TEMPORARY PREFABRICATED ICRA BARRIER TO UNDERSIDE OF CEILING -

PROVIDE NEGATIVE PRESSURE WITHIN BARRIER - INSTALL AFTER

REMOVAL OF ICRA BARRIER AT OTHER SIDE OF CORRIDOR TO MAINTAIN

EGRESS.

10 1-1/4" X 3/16" GALVANIZED GRATING SECURED TO THE FLOOR.

11 PROVIDE A NEW MANUAL COILING DOOR AT EXISTING 4'-8" X 2'-8"

OPENING.

12 NEW LOUVER AND LINTEL. REFER TO MECHANICAL SCHEDULES AND

ARCHITECTURAL SECTION.

13 NEW LOUVER AND FAN. REFER TO MECHANICAL DRAWINGS.

14 PROVIDE A 5/16" FLAT PLATE LINTEL WITH 6" BEARING ON EACH SIDE FOR

EXISTING OPENING.

15 RELOCATE EXISTING THERMOSTAT TO NEW WALL. INSTALL SO TOP OF

THERMOSTAT IS AT 48" AFF.

N

1/4" = 1'-0"

FIRST FLOOR - NEW WORK

S T

BUILDING 1E

(GENERATOR ROOM)

RAMP

DOCK

A

AS101

BUILDING 1W

3' - 6"

1' - 9"

5 UP

BUILDING 1E

GRADE

REMOVE RAILING

SHOWN AS DASHED

BEYOND FIRST POST

3' - 8" +/-

EXISTING EXPANSION

JOINT TO REMAIN

EXISTING ANGLE TO

REMAIN. PROTECT

DURING CONSTRUCTION

BUILDING 1E

GRADE MOUNT LIFT TO CONCRETE

ACCORDING TO MANUFACTURERS

REQUIRMENTS

NEW BOLLARD

SPRING LOADED HINGES

ATTACHED TO WALL

GATE LATCH

NEW GATE WITH ASTREGAL

AND LATCH

STEEL ENCLOSURE AT

LOCATIONS OF REMOVED

POSTS (TYP.)

EXISTING RAILING

3' - 8" +/-

GATE

ASTREGAL

6" DIAMETER x 5'-0" STANDARD

PIPE POST BARRICADE

CONCRETE FILLED

1' - 0"

CONCRETE FOUNDATION

PAINT YELLOW

EXISTING

CONCRETE SLAB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

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/2

/2

:1

:4

P

M

AS101

ARCHITECTURAL SITE PLAN AND

DETAILS

11/05/2021 PQ CL

1/4" = 1'-0"

LOADING DOCK LIFT

1/4" = 1'-0" A

LIFT DETAIL

REMOVALS NEW WORK

3/4" = 1'-0"

BOLLARD DETAIL

D R A W I N G N O T E S

1 PROVIDE A NEW BOLLARD. REFER TO DETAIL ON THIS SHEET.

2 PROVIDE A NEW 3000 LB. CAPACITY ELECTRIC EQUIPMENT LIFT

WITH RAMP.

3 PROVIDE A NEW GATE. REFER TO DETAILS ON THIS SHEET.

4 EXISTING STEEL PIPE RAILING TO REMAIN.

5 EXISTING STAIR TO REMAIN.

4" CMU

EXISTING ACT CEILING - REWORK

AT LOCATION OF NEW WALL

RUBBER BASE

PROVIDE NEW VINYL WALL GUARD.

MATCH EXISTING TYPE, SIZE,

COLOR AND MOUNTING HEIGHT

FIRE DAMPER, SEE

MECH.

RELOCATE EXISTING THERMOSTAT

804' - 0"

816' - 3"

808' - 3"

5/16" FLAT PLATE

WITH 6" BEARING

EACH SIDE

EXISTING CMU WALL

EXISTING CONCRETE WALL

DUCT, SEE MECH.

SERVICE ROOM 001

CORRIDOR CB-3

M

IN

T

FIRST FLOOR

827' - 3"

1-1/4"x3/16" GRATING

REFER TO DOOR

SCHEDULE

2 LAYERS OF 5/8"

GYPSUM BOARD

(EACH SIDE)

3-5/8" 16 GA.

COLD-FORMED

STEEL FRAMING

6 1/8"SEE PLAN

WALL TYPE

TWO LAYERS OF 5/8" GYPSUM

BOARD ON EACH SIDE OF 3-5/8"

16 GA. COLD-FORMED STEEL

FRAMING @ 16" O.C.

STAGGER GYPSUM BOARD

JOINTS. FIRE CAULK ALL PENETRATIONS.

UL DESIGN U419 - 2 HR RATED

EXISTING CONCRETE

FLOOR STRUCTURE

RUBBER BASE

AROUND PERIMETER

(BOTH SIDES)

3' - 2" +/-

16 GA. C-H STUD

@ 24" O.C.

1" GYPSUM

BOARD LINER

PANEL

3 LAYERS OF 1/2"

TYPE C GYPSUM

BOARD (STAGGER

JOINTS)

CEILING ASSEMBLY

THREE LAYERS OF 1/2" TYPE C GYPSUM

BOARD ON UNDER SIDE OF 16 GA.

2 1/2" C-H STUDS AT 24" O.C.

WITH 1" GYPSUM BOARD LINER PANEL

WITHIN STUD. STAGGER GYPSUM BOARD

JOINTS. FIRE CAULK ALL PENETRATIONS.

WHI-495-PHS-054/0167 - 2 HR RATED

FAN ROOM

B177B

MECH

B177A

SCHEDULED PARTITION

METAL RUNNER

HOLLOW METAL FRAME 16 GA.

DOOR AS SCHEDULED

1/2"

1/2"

VARIES

CAULK AROUND PERIMETER

OF DOOR FRAMES

SCHEDULED PARTITION

DOUBLE METAL STUD AT JAMB, TYP.

HOLLOW METAL FRAME 16G

DOOR AS SCHEDULED

1/2" 1/2"

VARIES

CAULK AT PERIMETER OF

DOOR FRAMES, TYP.

F

S E

E S

C H

E D

U L E

SEE SCHEDULE

SEE SCHEDULE

S E

E S

C H

E D

U L E

C S

P E

R M

A N

U F

A C

T U

R E

R

S E

E S

C H

E D

U L E

SEE SCHEDULE

PER MANUFACTURER

DUCT, SEE MECHANICAL

EXISTING LIMESTONE

EXISTING INSULATION

EXISTING CONCRETE

LOUVER, SEE MECHANICAL

CONTINUOUS SEALANT

AT PERIMETER

5/16" FLAT PLATE

ANGLE W/ 6" BEARING

FLASHING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:4

P

M

AE501

ARCHITECTURAL DETAILS,

SECTIONS AND SCHEDULES

11/05/2021 PQ CL

3/8" = 1'-0" A

SECTION

MARK WIDTH HEIGHT HARDWARE GROUP FIRE RATING DOOR TYPE FRAME MATERIAL COMMENTS

001 3'-6" 4'-6" 01 90 MIN. HOLLOW METAL STEEL SLIDING

D O O R S C H E D U L E

3/8" = 1'-0" B

SECTION

002 2'-8" 6'-0" 90 MIN. STEEL COILING, MANUAL

3" = 1'-0"

HEAD DETAIL 1 - METAL STUD

3" = 1'-0"

JAMB DETAIL 1 - METAL STUD

1/2" = 1'-0"

DOOR ELEVATIONS

DOOR ELEVATION

F3'-0" 7'-0" 90 MIN. HOLLOW METAL HOLLOW METAL

C

S

STAINLESS STEEL

3/8" = 1'-0" C

SECTION THRU LOUVER

Revisions: Date:

BID DOCUMENTS 100% 11/05/2021

DOOR SCHEDULE NOTES

1. SEE SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE SETS.

2. HOLLOW METAL DOORS AND FRAMES ARE TO RECEIVE SEMI-GLOSS PAINT. COLOR SHALL BE SELECTED BY VA INTERIOR DESIGN FROM MANUFACTURER'S STANDARD RANGE OF COLORS. SEE PAINTING SPECIFICATION 09 90 00 FOR MORE INFORMATION.

3. CONTRACTOR SHALL PROVIDE TWO BLANK KEYS FOR EACH LOCKSET.

PLUMBING VALVE SYMBOLS

BALL VALVE

CHECK VALVE

BUTTERFLY VALVE

GATE VALVE

GENERAL PLUMBING SYMBOLS

LIMIT OF DEMOLITION

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

RISE OR DROP IN PIPE

CAPPED OUTLET

POINT OF CONNECTION BETWEEN

NEW AND EXISTING WORK

PIPE UP

PIPE DOWN

DRAWING SYMBOLS

PL101

A

26-P 3

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

PUMP NO.3 IN BUILDING NO.26

EQUIPMENT ABBREVIATION (PUMP)

DRAWING NUMBER WHERE DRAWN

PL105

PIPING CONTINUATION

PLUMBING ABBREVIATIONS

REVISION NUMBER

PIPING SYMBOLS

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

VENT (SANITARY)

DCW

DHW

DHWR

SANITARY SEWER

SAN

V

PLUMBING GENERAL NOTES

A. THE FOLLOWING NOTES APPLY EQUALLY TO THE FULL SET OF PLUMBING

DOCUMENTS.

B. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

C. REFER TO SCHEDULES, DETAILS, AND DIAGRAMS FOR PIPING, PIPE SIZES AND

PIPELINE DEVICES NOT INDICATED ON FLOOR PLAN.

D. LOCATIONS AND SIZES OF EXISTING PIPING SHOWN ON THIS DRAWING HAVE BEEN

DETERMINED FROM A REVIEW OF EXISTING DRAWINGS AND/OR SITE INVESTIGATION

WHERE POSSIBLE. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE WORK SHOWN ON THE

CONTRACT DRAWINGS WHICH MAY IMPACT THE PROGRESS OF WORK SHALL BE

BROUGHT TO THE ATTENTION OF THE VA COR IN WRITING BEFORE PROCEEDING

WITH THE WORK.

E. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHERS.

F. ALL WORK SHALL BE IN COMPLIANCE WITH GOVERNING CODES AND VA STANDARDS.

G. CONTRACTOR SHALL IMMEDIATELY INFORM THE COR IN THE EVENT THAT MATERIALS

OBSERVED ARE SUSPECTED TO CONTAIN ASBESTOS.

H. PROVIDE OFFSETS AS NECESSARY TO COMPLETE SYSTEMS AND COORDINATE WORK

WITH OTHER TRADES.

I. ADHERE TO VHA DIRECTIVE 1061 FOR PREVENTION OF HEALTHCARE-ASSOCIATED

LEGIONELLA DISEASE AND SCALD INJURY FROM POTABLE WATER DISTRIBUTION

SYSTEMS.

J. INTERNAL PARTS OF ALL PLUMBING FIXTURES, WATER PIPING, FITTINGS, AND

ACCESSORIES SHALL BE ABLE TO WITHSTAND DISINFECTING OPERATIONS OF

CHEMICAL AND THERMAL TREATMENT OF WATER TEMPERATURES UP TO 82°C (180°F)

FOR 30 MINUTES OR 50 MG/L (50 PPM) CHLORINE RESIDUAL CONCENTRATION FOR 24

HOURS.

PIPING PENETRATION THROUGH FLOOR/ROOF

NEW PIPING

PIPING TO BE REMOVED

EXISTING PIPING

A/E ARCHITECT / ENGINEER

AD AREA DRAIN/ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER/AIR SEPARATOR

ASD ADJUSTABLE SPEED DRIVES/AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

AV ACID VENT

AW ACID WASTE

AXF AXIAL FLOW

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BPW BEDPAN WASHER

BSP BLACK STEEL PIPE

BT BATHTUB

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

CA COMPRESSED AIR

CGA COMPRESSED GAS ASSOCIATION

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CHP CHILLED WATER PUMP

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CI CAST IRON

CM COUNTER MOUNTED/CUBIC METER

CO CLEAN OUT

CO2 CARBON DIOXODE

COMP COMPARTMENT

CS CLINICAL SINK

CV CONSTANT VOLUME/CONTROL VALVE

D DRAIN

DCW DOMESTIC COLD WATER

DD-1 DESIGN DEVELOPMENT (SUBMISSION 1)

DD-2 DESIGN DEVELOPMENT (SUBMISSION 2)

DDC DIRECT DIGITAL CONTROLS

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DI DEIONIZED WATER

DIA DIAMETERN

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWS DIALYSIS WATER SUPPLY

DWV DRAIN WASTE VENT

EL ELEVATION

EPA ENVIRONMENTAL PROTECTION AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EWS/SH EYE WASH/DRENCH SHOWER

(E) EXISTING TO REMAIN

F FAHRENHEIT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE) CONNECTION

FF FINISHED FLOOR

FM FLOW METER/FLOOR MOUNTED

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FUEL OIL TANK

FOV FUEL OIL VENT

FOHX FUEL OIL HEAT EXCHANGER

FPS FEET PER SECOND

FS FLOW SWITCH/FLOOR SINK

FT FEET

FT WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FU FIXTURE UNITS

GAL GALLON

GCO GRADE CLEANOUT

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GS GALVANIZED STEEL

GT GREASE TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

H&CW HOT AND COLD WATER

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HD HUB DRAIN

HP HORSEPOWER

HPDT HIGH PRESSURE DRIP TRAP

HPR HIGH PRESSURE RETURN (STEAM CONDENSATE)

HPS HIGH PRESSURE SUPPLY (STEAM)

HS HAND SINK

HST HOT WATER STORAGE TANK (DOMESTIC)

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWHC HOT WATER HEATING COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HX HEAT EXCHANGER

HYD HYDRANT

IBT INVERTED BUCKET TRAP

ICU INTENSIVE CARE UNIT

ID INSIDE DIAMETER

IE INVERT ELEVATION

ICW INDUSTRIAL COLD WATER

IHW INDUSTRIAL HOT WATER

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

KG KILOGRAM

KW KILOWATT

KWH KILOWATT HOUR

L LITER

L/H LITERS PER HOUR (or LITERS/HOUR) L/M LITERS PER MINUTE (or LITERS/MINUTE) L/S LITERS PER SECOND (or LITERS/SECOND)

LA LABORATORY AIR

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LCW LABORATORY COLD WATER

LHW LABORATORY HOT WATER

LF LINEAR FOOT (FEET)

LPG LIQUEFIED PETROLEUM GAS

LNG LIQUID NATURAL GAS

LOX LIQUID OXYGEN

LPR LOW PRESSURE RETURN (STEAM CONDENSATE)

LPRC LOW PRESSURE STEAM RETURN (CLEAN)

LLHX LIQUID TO LIQUID HEAT EXCHANGER

LPS LOW PRESSURE STEAM

LPSC LOW PRESSURE STEAM (CLEAN)

LV LABORATORY VACUUM

LW LOW WATER

M METER

M/S METERS PER SECOND (OR METERS/SECOND)

MA MEDICAL AIR

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH 1,000 BTUH

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MOU MEMORANDUM OF UNDERSTANDING

MPR MEDIUM PRESSURE RETURN (STEAM CONDENSATE)

MPS MEDIUM PRESSURE STEAM

MS MOP SINK

MV MEDICAL VACUUM

N2 NITROGEN

N2O NITROUS OXIDE

NA NOT APPLICABLE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NGFM NATURAL GAS FLOWMETER

NO NORMALLY OPEN

NOM NOMINAL

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NPSHA NET POSITIVE SUCTION HEAD AVAILABLE

NPSHR NET POSITIVE SUCTION HEAD REQUIRED

NPW NON POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

OVFL OVERFLOW

PA PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PW POTABLE WATER

RCP RECIRCULATING PUMP

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RP RECIRCULATION PUMP

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RTU ROOF TOP UNIT

RV RELIEF VALVE

SAN SANITARY SEWER

SCFM STANDARD CUBIC FEET PER MINUTE

SCW SOFTENED COLD WATER

SHW SOFTENED HOT WATER

SD SMOKE DETECTOR

SDMH STORM DRAIN MANHOLE

SD-1 SCHEMATIC DESIGN (SUBMISSION1)

SD-2 SCHEMATIC DESIGN (SUBMISSION2)

SF SQUARE FOOT (FEET)

SH SHOWER

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SMH SANITARY MANHOLE

SP SUMP PUMP/STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPRV STEAM PRESSURE REDUCING VALVE

SS STAINLESS STEEL

ST STORAGE TANK/STEAM TRAP

SW STORM WATER

SW SOFTWATER

SWHX STEAM TO WATER HEAT EXCHANGER

TCV TEMPERATURE CONTROL VALVE

TD TRENCH DRAIN/TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

UG UNDERGROUND (BELOW GRADE)

V VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH ADMINISTRATION

VP VACUUM PUMP

VS VENT STACK

VSD VARIABLE SPEED DRIVE

VTR VENT THROUGH ROOF

W WASTE/WATTS

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT/WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER/WALL MOUNTED

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

ZV ZONE VALVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:2

P

M

P001

PLUMBING LEGEND AND

ABBREVIATIONS

11/05/2021 GP GPRevisions: Date:

BID DOCUMENTS 11/05/2021

11/05/2021

N O P Q R S T

UG 4" SAN

FD-E FD-E FD-E

FD-E

FD-E FD-E

FD-E

FD-E

FD-E

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

(E) UG 4" SAN (E) UG 6" SAN

(E) UG 6" SAN

(E) STEAM TO DHW

HEAT EXCHANGER

(E) STEAM TO DHW

HEAT EXCHANGER

STEAM TO DHW

HEAT EXCHANGER

(NOT CONNECTED)

3" HUB DRAIN

(E) UG 3" SAN

(E) 3" V

(E) 3" V UP

FIRE PUMP (NOT

CONNECTED)

2 2

2 2

RECIRCULATION PUMP

(NOT CONNECTED)

WATER SOFTENING

SYSTEM EQUIPMENT

(E) 4" DCW (E) 4" DCW

(E) 2" DCW (E) 2" DCW (E) 2" DCW (E) 2" DCW

(E) 3" DCW

(E) 3" DCW

(E) 3" DCW

(E) 6" DCW

(E) 6" DCW

(E) 4" DCW

(E) 6" DCW

(E) 4" DCW

(E) 6" DCW

G E N E R A L N O T E S

A. CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS PRIOR TO COMMENCING

WORK. IF INCONSISTENCIES, CONSULT WITH THE COR.

B. ON COMPLETION OF WORK AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN

CLEAN CONDITION SATISFACTORY TO THE COR.

C. REFER TO DRAWING P001 FOR LEGEND, ABBREVIATIONS, AND GENERAL PROJECT

NOTES.

D. CONTRACTOR SHALL PROVIDE DUST MITIGATION AT ALL INTERIOR AREAS WHERE

AIR-BORNE PARTICLES FROM CONSTRUCTION ACTIVITY IS EXPECTED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:3

P

M

PD100

PLUMBING DEMOLITION PLAN

11/05/2021 GP GP

N

1/4" = 1'-0"

PLUMBING DEMOLITION PLAN

D R A W I N G N O T E S

1 FILL UNDERGROUND SANITARY PIPING WITH FLOWABLE GROUT TO POINT SHOWN.

2 REMOVE FLOOR DRAIN AND ASSOCIATED SANITARY PIPING DOWN TO PIPE ELBOW.

3 REMOVE HUB DRAIN AND ASSOCIATED SANITARY PIPING DOWN TO PIPE ELBOW.

4 REMOVE WATER SOFTENING SYSTEM AND ALL ASSOCIATED PIPING, POWER, AND

CONTROLS. ANY PIPING TO SOFTENER FROM ACTIVE DOMESTIC WATER SYSTEM

SHALL BE REMOVED TO WITHIN (2) PIPE DIAMETERS OF THE ACTIVE MAIN AND CAP.

SEE PICTURE P1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ACTIVE DOMESTIC

WATER SYSTEM.

5 REMOVE ABANDONED FIRE PUMP AND ASSOCIATED EQUIPMENT PAD. SEE PICTURE

P2.

6 REMOVE ABANDONED STEAM TO DOMESTIC HOT WATER HEAT EXCHANGER. SEE

PICTURE P3.

7 REMOVE ABANDONED RECIRCULATION PUMP AND ASSOCIATED EQUIPMENT PAD. SEE

PICTURE P4.

8 REMOVE EXISTING SINK AND ASSOCIATED PIPING AND CAP.

PICTURE P2 PICTURE P4PICTURE P3PICTURE P1

KEYPLAN

Revisions: Date:

N O P Q R S T

(E) UG 4" SAN (E) UG 6" SAN

(E) UG 6" SAN

(E) STEAM TO DHW

HEAT EXCHANGER

(E) STEAM TO DHW

HEAT EXCHANGER

3" HUB DRAIN

(E) UG 3" SAN

(E) 3" V

(E) 3" V UP

FD-E FD-E

FD-E

FD-E FD-E FD-E

FD-E

FD-E

FD-E

4" FCO

4" FCO

4" FCO

UG 4" SAN

UG 3" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

TP-1

3" V

3" V

3" V

1/2" DCW

(E) 4" DCW(E) 4" DCW

(E) 2" DCW

G E N E R A L N O T E S

A. CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS PRIOR TO COMMENCING

WORK. IF INCONSISTENCIES, CONSULT WITH THE COR.

B. ON COMPLETION OF WORK AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN

CLEAN CONDITION SATISFACTORY TO THE COR.

C. SAW CUT FLOOR AS NECESSARY FOR INSTALLATION OF UNDERGROUND PIPING.

TRENCH AND BACKFILL AFTER INSTALLATION OF PIPING AND PATCH AND SEAL

FLOOR TO MATCH EXISTING. REFER TO PIPE TRENCH DETAIL ON DRAWING PL501.

D. ROUTE UNDERGROUND DOMESTIC WATER PIPING FROM TRAP PRIMER IN SAME

TRENCHES CREATED FOR UNDERGROUND SANITARY PIPING.

E. REFER TO DRAWING P001 FOR LEGEND, ABBREVIATIONS, AND GENERAL PROJECT

NOTES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:3

P

M

PL100

PLUMBING NEW WORK PLAN

11/05/2021 GP GP

N

1/4" = 1'-0"

PLUMBING NEW WORK PLAN

D R A W I N G N O T E S

1 CONNECT NEW UNDERGROUND SANITARY PIPING TO EXISTING AT POINT SHOWN.

2 CONNECT NEW VENT PIPING TO EXISTING AT POINT SHOWN.

3 CONNECT NEW DOMESTIC WATER PIPING TO EXISTING AT POINT SHOWN.

KEYPLAN

Revisions: Date:

UG 4" SAN

UG 4" SAN

(E) UG 4" SAN

(E) 3" V

(E) 3" V

3" V4" FCO

4" FCO

4" FCO

FD-E

FD-E

FD-E

FD-E

FD-E

FD-E

FD-E

FD-E

FD-E

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 3" SAN

UG 4" SAN

UG 4" SAN

3" V

UG 3" V

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

UG 4" SAN

SUB-BASEMENT

FLOOR

3" HUB DRAIN

SUB-BASEMENT

FLOOR

BASEMENT

FLOOR

UP TO VENT

THRU ROOF

1/2" DCW

TP-1

UG 1/2" DCWUG 1/2" DCWUG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCWUG 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

SUB-BASEMENT

FLOOR

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

TO SANITARY

P-TRAP

(E) 2" DCW

[2100]

NOM. SIZE

PIPE

TUBING

IN.

[mm]

FT.

[mm]

FT.

[mm]

SIDE VIEW TRAPEZE HANGER FOR UP

TO 1000 LB. [453KG] UNIFORM LOAD

ADJUSTABLE CLEVIS

HANGER TYPE 1 -

SEE SPECIFICATIONS

PROVIDE INSULATION

SHIELD & INSERT FOR ALL

PIPING (8" [200mm] MIN.)

BAND

1-5/8" [43mm] 12 GAUGE CHANNEL OR 2"x2"x1/4" [50x50x6.4mm] ANGLE

1/2" [15mm] DIA. HANGER RODS WITH 36" [900mm] 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.

[2 m m

M A

X

.NOTES:

SEE SPECIFER FOR

DETAILED HANGER

REQUIREMENTS

ADJUSTABLE CLEVIS

HANGER TYPE 43 -

SEE SPECIFICATIONS

THRU 3/4

THRU [20]

5 FT

[1500]

[25]

[2100]

[1800]

1 1/4 [32]

[2100]

[2100]

1 1/2 [40]

[2700]

[2400]

[50]

[3000]

[2400]

2 1/2 [65]

[3400]

[2700]

[75]

[3700]

[3000]

[100]

[4100]

[3700]

[125]

[4900]

[4000]

[150]

[200]

[250]

[300]

[350]

[400]

[450]

[500]

[600]

[5200]

[5800]

[4100]

[4900]

[6700]

[7000]

[7600]

[8200]

[8500]

[9100]

[9600]

STEEL EXPANSION SHIELD FOR EXISTING

CONSTRUCTION AND INSERTS FOR NEW

CONSTRICTION THIS TYPE SHALL BE USED ONLY

IN SLABS OR BEAMS OF 4" [100mm] MIN DEPTH

3/8" [10mm] MIN DIA EXPANSION BOLTS FOR

EXISTING CONSTRUCTION AND INSERTS

FOR NEW CONSTRUCTION

CONCRETE

FLOOR SLAB

CLIP

ANGLE

NUTS & WASHERS

3/8" [10mm] MIN DIA

HANGER RODS

FOR PIPES UNDER 2" [50mm] IN SIZE USE 1-1/2"x1-1/2"x1/4" [40x40x6.4mm] ANGLE.

ALL PIPES 2" [50mm] & LARGER USE 3"x3"x1/4" [75x75x6.4mm] ANGLE

TURNBUCKLE

3/8" [10mm] MIN DIA

HANGER RODS

3/8" [10mm] MIN DIA

INSERTS NEW

CONSTRUCTION ONLY.

(TYP.)

0' - 3"

(TYP.)

0' - 3"

COMPACTED SOIL

NEW PIPE - REFER TO PLUMBING

SAWCUT EXISTING SLAB

#4 BAR @ 18" O.C.

(TYP.)

#4 CONT. (BOTH SIDES)

APPLY BONDING AGENT (TYP.)

NEW CONCRETE

1' - 6"

4" BAR W/ EPOXY

GROUT @ 18" O.C.

(TYP. EACH SIDE)

VAPOR BARRIER

NOTE:

1. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF NEW UNDERGROUND PIPING.

2. DO NOT CUT EXISTING COLUMN FOUNDATIONS.

3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60, ASTM

A615, WITH 60,000 PSI MINIMUM YIELD STRENGTH.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:3

P

M

PL501

PLUMBING DETAILS AND

ISOMETRICS

11/05/2021 GP GP

NTS

SANITARY & VENT ISOMETRIC

NTS

DOMESTIC WATER ISOMETRIC

NTS

PIPE HANGERS

NTS

SECURING HANGER RODS IN CONCRETE

NTS

PIPE TRENCH DETAIL

Revisions: Date:

A/E ARCHITECT / ENGINEER

ACD-TP AUTOMATIC CONTROL DAMPER, TWO POSITION

AD ACCESS DOOR

AP ACCESS PANEL

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

CD-1 CONSTRUCTION DOCUMENTS (SUBMISSION1)

CENT CENTRIFUGAL

CFM CUBIC FEET PER MINUTE

CFP CHEMICAL FEED PUMP

CW COLD WATER (POTABLE)

D DAMPER - AUTOMATIC

Db DRY-BULB TEMPERATURE

DB DECIBELS

DCW DOMESTIC COLD WATER

DD-1 DESIGN DEVELOPMENT (SUBMISSION 1)

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DIA DIAMETER

EA EXHAUST AIR

EF EXHAUST FAN

EG EXHAUST GRILLE

EH EXHAUST HOOD

EMD END OF MAIN DRIP (STEAM)

ENT ENTERING

ER EXHAUST REGISTER

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EX EXISTING

F FAHRENHEIT

F/SDPR COMBINATION FIRE SMOKE DAMPER

FA FREE AREA

FC FLEXIBLE CONNECTION

FCW FORWARD CURVED WHEEL (FAN)

FD FLOOR DRAIN

FD FIRE DAMPER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET

FT WC FEET OF WATER COLUMN

FV FACE VELOCITY

GS GALVANIZED STEEL

HD HOOD

HP HORSEPOWER

HPDT HIGH PRESSURE DRIP TRAP

HPR HIGH PRESSURE RETURN (STEAM CONDENSATE)

HPS HIGH PRESSURE SUPPLY (STEAM)

HWHC HOT WATER HEATING COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

I/O INPUT/OUTPUT

ICF IN-LINE CENTRIFUGAL FAN

ID INSIDE DIAMETER

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

IS INSECT SCREEN

IV INLET VANES

KW KILOWATT

KWH KILOWATT HOUR

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LPS LOW PRESSURE STEAM

LPSC LOW PRESSURE STEAM (CLEAN)

LVR LOUVER

MAX MAXIMUM

MIN MINIMUM

MUA MAKE-UP AIR

NA NOT APPLICABLE

NC NOISE CRITERIA

NTS NOT TO SCALE

OA OUTSIDE AIR

OAD OUTDOOR AIR DAMPER

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

P PUMP

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PEF PROPELLER (TYPE) EXHAUST FAN

PSI POUNDS PER SQUARE INCH

R/E RETURN OR EXHAUST

SA SUPPLY AIR

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SD-1 SCHEMATIC DESIGN (SUBMISSION1)

SDPR SMOKE DAMPER

SF SUPPLY FAN

SG SUPPLY AIR GRILLE

SI SQUARE INCHES

SP STATIC PRESSURE

SPD SUPPLY PROCESS AND DISTRIBUTION

SPRV STEAM PRESSURE REDUCING VALVE

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

ST STEAM TRAP

SUH STEAM UNIT HEATER

SV STEAM PRESSURE REDUCING VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TSTAT THERMOSTAT

V VALVE

VHA VETERANS HEALTH ADMINISTRATION

VI VIBRATION ISOLATOR

W WATTS

WEF WALL EXHAUST FAN

ABBREVIATIONS

H7

A

HOT WATER

DRAWING SYMBOLS

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

DUCTWORK SYMBOLS

LIMIT OF DEMOLITION

DN

DN

UP

UP

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

SQUARE 4-WAY CEILING DIFFUSERS

CONNECT NEW DUCT TO EXISTING DUCT

D

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

R

DNUP RETURN DUCT (UP & DOWN)

FC

10x8

FLEXIBLE CONNECTION,

EQUIPMENT, VIBRATION, OR

SEISMIC

VANED ELBOW (PROVIDE ALL

SQUARE OR RECTANGULAR ELBOWS

WITH VANES EVEN IF SYMBOL IS

MISSING)

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

FIRE DAMPER

FD

MANUAL VOLUME DAMPER

EXISTING DUCT TO BE REMOVED

PIPING SYMBOLS

HIGH PRESSURE STEAM CONDENSATE RETURN

HIGH PRESSURE STEAM (60 PSIG AND ABOVE)

HOT WATER HEATING SUPPLY

LOW PRESSURE STEAM CONDENSATE RETURN

LOW PRESSURE STEAM (15 PSIG AND BELOW)

MEDIUM PRESSURE STEAM CONDENSATE RETURN

MEDIUM PRESSURE STEAM (16 PSIG THRU 59 PSIG)

HOT WATER HEATING RETURN

HPS

HPR

MPS

MPR

LPS

LPR

HWS

HWR

HW

GENERAL PIPING SYMBOLS

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

PIPE UP

PIPE DOWN

CONTROLS SYMBOLS

T ROOM THERMOSTAT/TRANSMITTER - WALL MOUNT

TT TEMPERATURE TRANSMITTER

M ROOM HUMIDISTAT (MOISTURE)/TRANSMITTER - WALL MOUNT

MT MOISTURE (HUMIDITY) TRANSMITTER

PT PRESSURE TRANSMITTER

TT

TEMPERATURE TRANSMITTER, AVERAGING

ELEMENT

FT FLOW TRANSMITTER

IT CURRENT TRANSMITTER

SPS STATIC PRESSURE SENSOR

SD SMOKE DETECTOR

PDT PRESSURE DIFFERENTIAL TRANSMITTER

PDS PRESSURE DIFFERENTIAL SWITCH

MOTOR STARTER

M ELECTRIC OPERATED CONTROL DAMPER/OR VALVE

ES END SWITCH

T STEAM TRAP

CP CONDENSATE PUMP

HS HAND SWITCH (HAND-OFF-AUTO SWITCH)

NOTE:

ALL SYMBOLS AND ABBREVIATIONS ARE

SUBJECT TO MODIFICATIONS ON OTHER

DRAWINGS. ALL SYMBOLS OR ABBREVIATIONS

MIGHT NOT NECESSARILY BE USED ON THIS

PROJECT.

DUCT MOUNTED ACCESS PANEL

OR

ZC DAMPER POSITION CONTROLLER

HS HAND SWITCH

SST START STOP

ECC ENERGY CONTROL CENTER

ECM ELECTRONIC CONTROL MODULE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:5

P

M

M001

MECHANICAL LEGEND AND

ABBREVIATIONS

11/05/2021 PP CL

G E N E R A L N O T E S

DEMOLITION

A. REMOVE ALL HANGERS, SUPPORTS, TUBING, AND CONTROL DEVICES

ASSOCIATED WITH EQUIPMENT TO BE REMOVED. WORK MUST BE COORDINATED

WITH OWNER TO MAINTAIN OPERATION OF THE FACILITY. PROVIDE AT LEAST 14

DAYS ADVANCE NOTICE TO THE COR FOR ANY UTILITY SHUT DOWN.

B. SEAL ANY FLOOR OR WALL PENETRATIONS WHERE DUCT OR PIPES ARE

REMOVED. HOLES IN WALLS AND FLOORS CREATED OR EXPOSED DURING

DEMOLITION SHALL BE REPAIRED TO MATCH NEW OR EXISTING ARCHITECTURAL

FINISHES.

C. EQUIPMENT THAT CANNOT FIT THROUGH THE DOOR WILL HAVE TO BE SAW CUT.

D. CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS PRIOR TO COMMENCING

WORK. IF INCONSISTENCIES, CONSULT WITH THE COR.

E. ON COMPLETION OF WORK AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN

CLEAN CONDITION SATISFACTORY TO THE COR.

NEW WORK

A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED

TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON

THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE.

B. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE

WITH MANUFACTURERS’ RECOMMENDATIONS, CONTRACT DOCUMENTS, AND

APPLICABLE CODES AND REGULATIONS.

C. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT

TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE.

D. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH

ARCHITECTURAL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT

DOCUMENT DRAWINGS.

E. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR

PIPING INSULATION IS APPLIED.

F. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN

THE SPECIFICATIONS THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE

APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST

CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE

CONDITIONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE BEING

INSTALLED. DO NOT SCALE DRAWINGS.

G. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION

SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR.

H. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS (SUPPLY,

RETURN, AND EXHAUST) CONNECTED TO FANS, AND OTHER EQUIPMENT THAT

REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AT

THE POINT OF CONNECTION TO THE EQUIPMENT UNLESS OTHERWISE INDICATED.

HAZARDOUS MATERIALS

A. ASBESTOS-CONTAINING MATERIALS (ACM) ARE PRESENT WITHIN VARIOUS

PROJECT AREAS. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL

ABATEMENT OF ACM IN RENOVATION AREAS. SEE SPECIFICATION 02 82 11 FOR

EXTENT OF WORK. COORDINATE WITH COR.

B. LEAD-CONTAINING PAINT MUST BE ASSUMED ON ALL PAINTED SURFACES.

CONTRACTOR IS RESPONSIBLE FOR ADDRESSING ALL PAINTS AS CONTAINING

LEAD PER THE APPROPRIATE SPECIFICATION SECTION: 02 83 33.13 FOR LEAD

PAINT REMOVAL AND DISPOSAL AND SECTION 09 091 00 FOR SURFACE

PREPARATION DISTURBING LEAD PAINT.

N P Q R S T

SERVICE ROOM

3915 SF

SEE ARCH.

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:0

P

M

MD100A

MECHANICAL DEMOLITION

11/05/2021 PP CL

N

1/4" = 1'-0"

MECHANICAL - DEMOLITION - SUB-BASMENT

D R A W I N G N O T E S

1 REMOVE ABANDONED/DISCONNECTED 185 GALLON BLADDER

TANK. SEE PICTURE M1.

2 REMOVE ABANDONED/DISCONNECTED PANEL. SEE PICTURE M2.

3 REMOVE ABANDONED GAUGES ON WALL.

4 REMOVE INACTIVE GAUGES (3 BROWN PANELS AND 1 BLUE

PANEL). SEE PICTURE M4.

5 REMOVE WALL MOUNTED BOX UNDER THE STAIRS. SEE PICTURE

M3.

6 REMOVE EXISTING GENERATOR EXHAUST AND PATCH

PENETRATION WITH CONCRETE.

7 REMOVE EXISTING EXHAUST FAN AND LOUVER.

PICTURE M1 PICTURE M2 PICTURE M3 PICTURE M4

KEYPLAN

1/4" = 1'-0"

FIRST FLOOR - DEMOLITION

GENERAL NOTES

A. EXISTING PIPING INSULATION AND JACKETS IN

SERVICE ROOM 001 SHALL BE REMOVED AND

REPLACED WITH NEW BY THE CONTRACTOR. THIS

SCOPE OF WORK APPLIES TO ALL EXISTING PIPING

WITHIN THE ROOM, INCLUDING BUT NOT LIMITED TO:

DOMESTIC COLD WATER, DOMESTIC HOT WATER,

HIGH / MEDIUM / LOW PRESSURE STEAM, STEAM

CONDENSATE, HEATING HOT WATER

SUPPLY/RETURN, AND CHILLED WATER

SUPPLY/RETURN. SYSTEMS EXCLUDED ARE LIMITED

TO: SANITARY, VENT, AND FIRE PROTECTION.

B. SEE SHEET MP301 FOR ADDITIONAL VIEWS OF

EXISTING PIPING. PRIOR TO REMOVAL OF

INSULATION, CONTRACTOR SHALL VERIFY ALL

SYSTEMS, PIPE SIZES, AND FLOW DIRECTIONS.

SYSTEMS AND PIPE SIZES ARE REQUIRED FOR

SELECTING THE REQUIRED INSULATION TYPE AND

THICKNESS PER THE SPECIFICATIONS. SYSTEM AND

FLOW DIRECTION ARE REQUIRED FOR LABELING.

C. ASBESTOS CONTAINING MATERIALS ARE PRESENT

THAT REQUIRE ABATEMENT WITHIN THIS PROJECT.

INSUALTION THAT REQUIRES ABATEMENT IS NOT

DETAILED OR DIFFERENTIATED FROM NON-

ASBESTOS CONTAINING INSULATION ON THIS

DRAWING. REFERENCE SPECIFICATION 02 82 11

FOR ABATEMENT SCOPE AND REQUIREMENTS.

D. ABATEMENT AND INSULATION REMOVAL MAY BEGIN

AFTER IDENTIFICATION PROCESS IS COMPLETE.

CONTRACTOR SHALL RE-INSULATE PIPING AS IT IS

REMOVED AND SAFE TO DO SO. DO NOT LEAVE

EXCESSIVE RUNS OF PIPING UN-INSULATED DURING

CONSTRUCTION.

N Q R S T

A

MP301

B

MP301

C

MP301

D

MP301

E

MP301

F

MP301

SERVICE ROOM

3915 SF

12" CHS12" CHR

10" HPS

12" MPS

12" MPS

8" MPS

8" MPS

4" MPS 4" MPS6" MPS6" MPS

8" MPS

14" MPS

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

5" MPS

5" MPS 5" MPS

8" MPS 10" MPS 12" MPS

4" MPR

4" MPR

8" HPS

6" HPR

6" HPR

14" MPS

12" CHR

12" CHS

8" HPS

10" HPS

10" HPS

12" CHR

12" CHS

4" MPR

8" HPS

4" MPR

10" HPS

8" MPS

3" V8" HPS

3" DHW

12" CHS

12" CHR

1 1/2" DHW

1 1/2" DHW 1 1/2" DHW 1 1/2" DHW

14" MPS

4" DHW

4" DHW

8" MPS

6" MPR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:0

P

M

MD100B

MECHANICAL DEMOLITION -

PIPING

11/05/2021 PP CL

KEYPLAN

Revisions: Date:

BID DOCUMENTS 100% 11/05/2021

N

1/4" = 1'-0"

MECHANICAL - DEMOLITION - SUB-BASMENT

NOTE:

PIPING SHOWN IS EXISTING AND IS INTENDED TO BE

USED FOR INSULATION CONTRACTOR REFERENCE

ONLY. IT IS NOT INTENDED TO BE USED FOR PIPING

SYSTEM DESIGN OR MODIFICATION. FIELD VERIFY

EXISTING CONDITIONS.

T

N Q R S T

A

MH501

EXISTING CONTROL PANEL

SERVICE ROOM

3915 SF

6300 CFM

C

MH501

"x

M U

A

EF-1

L-1

L-2 D-2

1FD-1

D-1

SF-1

SD-1

1150 CFM

SD-1

1150 CFM

SD-1

1150 CFM

B

MH501

SD-1

1150 CFM

26"x20" 22"x14"

MUAMUA

5 6

"x

CORRIDOR

CB-3

PASSENGER

ELEVATOR LOBBY

CB-5

SERVICE

ELEVATOR LOBBY

CB-4

STORAGE

CB02

STORAGE

CB03

MAILROOM

DISTRIBUTION

CB05

PAPER/RIBBON

DISTRIBUTION

CB04

EXISTING UNIT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSVA ANN

ARBOR

HEALTHCARE

SYSTEM

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

CORRECT DEFICIENCIES

1-W SUB-BASEMENT

2215 FULLER RD, ANN ARBOR, MI.

506-21-210

1W

FULLY SPRINKLERED

C U s e rs

\c ra ig \D o c u m e n ts

\F F

E A n n A rb o r

S u b -b a s e m e n t

W c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/2

/2

:1

:0

P

M

MH100

MECHANICAL NEW WORK

11/05/2021 PP CL

N

1/4" = 1'-0"

MECHANICAL - NEW WORK - SUB-BASMENT

D R A W I N G N O T E S

1 PROVIDE A NEW FIRE DAMPER. FIRE DAMPER SHALL BE

ACCESSIBLE FROM SERVICE ROOM 001 FOR MAINTENANCE AND

TESTING. REFER TO MECHANICAL SCHEDULES.

2 NEW SPACE TEMPERATURE SENSOR MOUNTED ON WALL AT

STAIR LANDING.

3 INSULATE ALL MAKE-UP AIR DUCTWORK. MINIMUM INSULATION

THICKNESS 2 IN PLUS JACKET. SEE SPECIFICATIONS.

4 DUCT DOWN INTO CHASE.

5 INSTALL DUCT AS CLOSE TO THE EXISTING PIPING AS POSSIBLE.

6 OFFSET DUCT TO AVOID ELECTRICAL EQUIPMENT.

7 OFFSET DUCT FROM PENETRATION THRU WALL TO BELOW

EXISTING PIPING.

8 RELOCATE EXISTING LIGHT. REFER TO ELECTRICAL DRAWINGS.

9 DUCT ACCESS PANEL.

10 CONTRACTOR TO PROVIDE ADDITIONAL OFFSETS AS NEED TO

AVOID ABOVE CEILING COMPONENTS.

KEYPLAN

N Q R S T

SERVICE ROOM

3915 SF

12" CHS12" CHR

10" HPS

12" MPS

12" MPS

8" MPS

8" MPS

4" MPS 4" MPS6" MPS6" MPS

8" MPS

14" MPS

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

M P

S

5" MPS

5" MPS

5" MPS

8" MPS 10" MPS 12" MPS

4" MPR

4" MPR

8" HPS

6" HPR

6" HPR

14" MPS

12" CHR

12" CHS

8" HPS

10" HPS

10" HPS

12" CHR

12" CHS

4" MPR

8" HPS

4" MPR

A

MP301

B

MP301

C

MP301

D

MP301

E

MP301

F

MP301

10" HPS

8" MPS

8" HPS

6" DCW

4" DCW

3" DHW

4" DCW

2" DCW

12" CHS

12" CHR

2" DCW

2" DCW

2" DCW

1 1/2" DHW

1 1/2" DHW 1 1/2" DHW 1 1/2" DHW

3" DCW

14" MPS

4" DHW

4" DHW

6" DCW

8" MPS

4" DCW

6" DCW

6" DCW

6" MPR

4" DCW

SF-1

EF-1

2 2

GENERAL NOTES

A. INSULATE AND LABEL ALL EXISTING PIPING AS

DESCRIBED ON SHEET MD100B. REFERENCE

SPECIFICATIONS FOR INSULATION AND LABELING

REQUIREMENTS.

B. EXISTING SYSTEMS IDENTIFIED ON THIS SHEET ARE

FOR REFERENCE ONLY. CONTRACTOR SHALL

CONFIRM SYSTEM TYPE, FLOW DIRECTION AND PIPE

SIZES.

Project…