Attachment 03 - Drawings - Architectural - Vol 1.pdf

STORAGE

B220

ELEC

C232

S-03

CHECK-IN

STORAGE

SERVICE

ELEVATOR

LOBBY

OFFICE

B221A

EXAM

B220

CHECK-OUT

A292A

CHECK IN

A292B

GENERAL

X-RAY

A295

OFFICE

A294

OFFICE

B200

LAV

A296

EXAM

A291

ELEC

A275

LAV

A274

OFFICE

B201

LAV

A273

CORRIDOR

C205

STAIR 1

S-01

OFFICE

A276A

OFFICE

A276

CLOSET

A238

DATA

A270LAV

A217

DRIVING SIM

A215

457 SF

CORRIDOR

OFFICE

A213

TREATMENT

A212

EXAMEXAMEXAM

CORRIDOR

A203

CONFERENCE

A205

STAIR 7

S-07

ELEC

A209

CORRIDOR

A280B

LAV

A281

STORAGE

A282

LAV

A283

CLEAN

UTILITY

A277

CAST ROOM

A278EXAM

A284

EXAM

A285

EXAM

A286

CORRIDOR

A280A

EXAM

A287

EXAM

A288

PATIENT

EDUCATION

A289 CORRIDOR

A290A

ALCOVE

A290C

ALCOVE

A290B

WORK ROOM

B240

OFFICE

B240A

OFFICE

B239

BREAK

ROOM

B237

X-RAY

B235

OR

B233

CORRIDOR

C207

OFFICE

B238

OR

B236

OR

B234

DATA

B231

CORRIDOR

C205A

DECON

B224A

CLOSET

B226

INSTRUMENT

CLEAN

B224B

H.A.C.

A276B

DENTAL

B221C

ELEVATOR

P-1

ELEVATOR

P-2

ELEVATOR

P-3

ELEVATOR

P-4

SERVICE

ELEVATOR

SE-05

SERVICE

ELEVATOR

SE-06

STORAGE

B221B

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

E.8

D F G H I J K LE

13.9

13.2

9.8

9.3

7.9A

H.2 H.7E.3

A301

A301

A301

E

2.94

2.94

2.94

S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

/1 /2

:4

:1

P M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

SECOND FLOOR - DEMOLITION

PLAN

AD102

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over to Owner.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

2.94 Remove portion of wall for plumbing work and replace to

match existing. Refer to plumbing drawings for balance of work.

GENERAL DEMOLITION NOTES

PLAN NOTES

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

SECOND FLOOR - DEMOLITION PLAN

Revisions Date

15 15

13 13

12 12

11 11

E.8

F G H I JE

13.9

13.2

9.8

9.3

7.9A

H.2 H.7E.3

2.702.702.702.702.70

2.70

2.722.72

2.742.74

2.74

2.74

2.73

2.73

2.72

2.752.75

2.78

2.792.79

2.80

2.802.80

2.802.80

2.71 2.802.802.80

2.70

2.70

2.70

2.70

2.71

2.70

2.702.702.702.702.702.702.70

2.63

S e e N o te

.7

E x te n t o f e x t.

w a ll d e m o

W a ll

D e m o

E x te n t o f

2.71

Wall Demo

Extent of

2.73

2.72

2.72

2.792.79

2.752.75

TYP

2.82

2.51

2.51

2.51

/8

/8

/8

/8

/4

1'-4 3/8"

6'-7 5/8" 5'-0"

2.222.22 2.22 2.222.22

2.22

2.22

2.22

2.22

2.22

2.22

AD202

T1.0

T1.0

T1.0

T1.0

2.70

2.70

2.70

E

2.93

2.93

B01W

B01E

OFFICE

B304

OFFICE

B312A

OFFICE

B302

OFFICE

B300

OFFICE

B303

OFFICE

A315

OFFICE

A317A

OFFICE

A314A

OFFICE

A317

STAIR 2

S-02

STAIR 1

S-01

RESTROOM

A371

RESTROOM

A372

DINING

B306A

DINING

B306B

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

/1 /2

:4

:2

P M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

THIRD FLOOR / SECOND FLOOR

ROOF - DEMOLITION PLAN

AD103

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

N Scale: 1/8" = 1'-0"

THIRD FLOOR - DEMOLITION PLAN

KEY PLAN

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over to Owner.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

2.22 Remove existing HVAC convector unit. See Mechanical

Drawings. At convertor units with piping removal, fill hole with 2hr rated nonshrink grout full depth of concrete. Top of hole to be flush with top of concrete/bottom of adjacent finish flooring. Patch floor finish at hole infill.

2.51 Remove ACT ceiling and grid.

2.63 Remove existing 2" wall system. Repair any walls

remaining affected by removal.

2.70 Remove existing window & sill. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.71 Remove indicated portion of exterior masonry wall cmu up to bottom of concrete above and brick to existing ledge angle.

2.72 Existing mechanical equipment/ductwork to be

demolished, and/or relocated. See Mechanical Drawings for extent of demolition, new work and sequence of construction to maintain mechanical services to basement, first and second floor.

2.73 Remove existing roof curb at opening.

2.74 Remove existing roof drains. See Plumbing Drawings for

extent of demolition, new work and sequence of construction.

2.75 Remove existing membrane roofing system and insulation

down to concrete deck after roof/wall envelope of addition is complete and weather tight. Clean any residue from slab to prepare for new finishes.

2.78 Remove existing masonry coping and parapet one course

below concrete deck after roof/wall envelope of addition is complete and weather tight. See demo detail 01/AD202.

2.79 Remove existing roofing system, accessorites and

insulation down to concrete deck after roof/wall envelope of addition is complete and weather tight.

2.80 Remove existing roof expansion joint & curb w/ insulation at perimeter of roof demo area after roof/wall envelope of addition is complete and weather tight.

2.82 Demolish small section of roof/insulation system just prior to installation of each steel column member where hatch shown. Patch roof and flash steel columns to weatherproof condition immediately after colums are installed. See Structural Drawings.

2.93 Remove toilet partition as needed to complete wall demo

and new infill work. Reinstall in same location and manner.

GENERAL DEMOLITION NOTES

PLAN NOTES

13 13

12 12

11 11

E.8

F G H IE

A301

A301

A301

2.71

2.10

2.70

2.71

2.72

2.692.69

2.10

2.692.69

2.70

2.69

2.10

6'-3"

1'-10 1/8"

Wall Demo

Extent of

6'-0" 2'-8"

Wall Demo

Extent of

W a ll

D e m o

E x te n t o f

2.23

T1.0

T1.0

2.83

2.69

B01W

B01E

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

/1 /2

:4

:2

P M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

FOURTH FLOOR - DEMOLITION

PLAN

AD104

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

N Scale: 1/8" = 1'-0"

FOURTH FLOOR - DEMOLITION PLAN

KEY PLAN

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over to Owner.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

GENERAL DEMOLITION NOTES

2.10 Remove existing window, sill and wall below for new door.

Prepare opening for new construction and weatherproof until infill can be completed. See sequence of construction notes and lead paint abatement specification. See plans for new door location.

2.23 Remove and salvage metal gate. Turnover to owner.

2.69 Remove existing louver. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.70 Remove existing window & sill. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.71 Remove indicated portion of exterior masonry wall cmu up to bottom of concrete above and brick to existing ledge angle.

2.72 Existing mechanical equipment/ductwork to be

demolished, and/or relocated. See Mechanical Drawings for extent of demolition, new work and sequence of construction to maintain mechanical services to basement, first and second floor.

2.83 All work in this area to occur in one room at a time. All demolition and new work shall be completed in a single room prior to beginning work in the next room. Coordinate access to rooms with COR. Coordinate with sequence of construction notes.

13 13

12 12

11 11

E.8

F G H I JE H.2 H.7E.3

A301

A301

A301

2.57

TYP

2.48

Wall Demo

Extent of

W a ll

D e m o

E x te n t o f

Wall Demo

Extent of

Wall Demo

Extent of

2.112.11

2.70

2.702.70 2.702.702.70

2.70

2.70

2.70

2.70

2.70

2.70

2.70

2.70

2.10

2.702.102.70

2.71

2.702.70

2.41

2.11

2.12

TYP

2.57

2.032.032.03

2.41

2.11

2.03

4'-4 7/8"

10" 10"

7'-7 1/2" 4'-6 1/2"

2.572.57

2.03

2.532.53

2.412.41

7'-5" 10'-7 1/2"

1'-5 1/2"

/8

/4

2.712.71

2.71

2.22 2.222.22

2.22

2.222.222.22

2.22 2.22

2.83

2.22

TYP

2.57

2.04

2.83

T1.0

T1.0

T1.0

1.08

1.08

1.08

2.70 x

A511

ALL RENOVATION WORK IN THIS

AREA TO BE COMPLETED AFTER

REMAINDER OF FLOOR HAS

BEEN TURNED OVER TO THE VA

2.06

2.93

2.93

B01W

B01E

NOUR

KITCHEN

B517

OFFICE

B519

NURSE

STATION

B521

STORAGE

B527

2BR

B529LAV

B529A

LAV

B531A

1BR

B531

1BR

B530

LAV

B530A

LAV

B528A

2BR

B528

2BR

B526

LAV

B26A

OFFICE

B512

OFFICE

B510

H.A.C.

B508SOILED

UTILITY

B508A

LAV

B500B

LAV

B500C

LOCKERS

B500A

STAFF

LOUNGE

B500

ANTE

A517

1BR

A515

LAV

A515A

LAV

A513A

2BR

A513

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

/1 /2

:4

:3

P M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

FIFTH FLOOR - DEMOLITION PLAN

AD105

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

N Scale: 1/8" = 1'-0"

FIFTH FLOOR - DEMOLITION PLAN

KEY PLAN

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over to Owner.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

GENERAL DEMOLITION NOTES

1.08 Provide temporary dust separation for the demo/infill of doors in corridor. Securely cover incomplete work during normal work hours.

2.03 Indicated portion of existing wall to remain.

2.04 Existing door to remain.

2.06 Remove portion of ceiling as needed for temporary wall

and save for reinstallation after construction.

2.10 Remove existing window, sill and wall below for new door.

Prepare opening for new construction and weatherproof until infill can be completed. See sequence of construction notes and lead paint abatement specification. See plans for new door location.

2.11 Remove existing wall for new door.

2.12 Remove existing wall down to structure. Structure to

remain and prep for new fire rated wall construction.

2.22 Remove existing HVAC convector unit. See Mechanical

Drawings. At convertor units with piping removal, fill hole with 2hr rated nonshrink grout full depth of concrete. Top of hole to be flush with top of concrete/bottom of adjacent finish flooring. Patch floor finish at hole infill.

2.41 Remove casework.

2.48 Remove and salvage staff lockers. Turn over to Owner.

2.53 Remove gypsum board soffit and framing/support.

2.57 Remove and salvage existing handrails and crash rails for re-installation in elevator lobby corridor and south wing.

Turn over excess components to owner.

2.70 Remove existing window & sill. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.71 Remove indicated portion of exterior masonry wall cmu up to bottom of concrete above and brick to existing ledge angle.

2.83 All work in this area to occur in one room at a time. All demolition and new work shall be completed in a single room prior to beginning work in the next room. Coordinate access to rooms with COR. Coordinate with sequence of construction notes.

2.93 Remove toilet partition as needed to complete wall demo

and new infill work. Reinstall in same location and manner.

B01W

B01E

E.8

F G H IE

A301

A301

A301

2.70

2.10

STORAGE

A619

STAIR 02

S-02

2.83

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

/1 /2

:4

:3

P M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

SIXTH FLOOR - DEMOLITION PLAN

AD106

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over to Owner.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

GENERAL DEMOLITION NOTES

2.10 Remove existing window, sill and wall below for new door.

Prepare opening for new construction and weatherproof until infill can be completed. See sequence of construction notes and lead paint abatement specification. See plans for new door location.

2.70 Remove existing window & sill. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.83 All work in this area to occur in one room at a time. All demolition and new work shall be completed in a single room prior to beginning work in the next room. Coordinate access to rooms with COR. Coordinate with sequence of construction notes.

KEY PLAN

N Scale: 1/8" = 1'-0"

SIXTH FLOOR - DEMOLITION PLAN

A301

A301

A301

A289

A288

A287

A286

A285

A284

A283

A282

A276B

A276

A276A

A277

A278

B201

B200

A291

A296

A295

A294

A290A

A292B A292A

C208

AD202

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0" 8' - 0"

7' - 10"

7' - 11"

8' - 0"

8' - 0"

7' - 6"

2.54

2.54

2.96

2.54

2.54

2.54

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

SECOND FLOOR REFLECTED

CEILING - DEMOLITION PLAN

AD122

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over to Owner.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

PLAN NOTES

GENERAL DEMOLITION NOTES

N Scale: 1/8" = 1'-0"

SECOND FLOOR - REFLECTED CEILING DEMO PLAN

2.54 Temporarily remove ACT ceiling, grid, light fixtures, etc. for above ceiling work. Once work is completed, reinstall and replace all damaged materials. Refer to Structural, Plumbing, Mechanical, Electrical, and Telecommunications drawings.

2.96 Remove portion of ceiling for new 2 hr rated shaftwall base construction. Refer to detail

01 - FIRST FLOOR

100'-0"

02 - SECOND FLOOR

111'-11"

03 - THIRD FLOOR

122'-11"

04 - FOURTH FLOOR

133'-11"

05 - FIFTH FLOOR

146'-6 1/4"

06 - SIXTH FLOOR

158'-5 1/4"

07 - SEVENTH FLOOR

169'-5 1/4"

14 13 12 11 913.9 13.2 9.8 9.3

2.10 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70

2.102.70

2.71

2.70 2.69 2.69 2.692.692.692.702.70

2.712.70 2.70 2.70 2.70

2.70

2.70 2.72

TYP

2.72 2.78

TYP

2.72

TYP

2.90

2.71

/4

2.702.69 2.69

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

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MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

EXTERIOR DEMOLITION

ELEVATIONS

AD201

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

Scale: 3/16" = 1'-0"

WEST ELEVATION

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over to Owner.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

GENERAL DEMOLITION NOTES

2.10 Remove existing window, sill and wall below for new door.

Prepare opening for new construction and weatherproof until infill can be completed. See sequence of construction notes and lead paint abatement specification. See plans for new door location.

2.69 Remove existing louver. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.70 Remove existing window & sill. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.71 Remove indicated portion of exterior masonry wall cmu up to bottom of concrete above and brick to existing ledge angle.

2.72 Existing mechanical equipment/ductwork to be

demolished, and/or relocated. See Mechanical Drawings for extent of demolition, new work and sequence of construction to maintain mechanical services to basement, first and second floor.

2.78 Remove existing masonry coping and parapet one course

below concrete deck after roof/wall envelope of addition is complete and weather tight. See demo detail 01/AD202.

2.90 Remove existing architectural metal panel system down

to structure/stud.

ELEVATION NOTES

02 - SECOND FLOOR

111'-11"

03 - THIRD FLOOR

122'-11"

04 - FOURTH FLOOR

133'-11"

05 - FIFTH FLOOR

146'-6 1/4"

06 - SIXTH FLOOR

158'-5 1/4"

07 - SEVENTH FLOOR

169'-5 1/4"

E.8FG EH.2H.7 E.3

/4

2.10 2.70

2.702.702.702.712.70 2.712.702.70

2.69 2.69 2.69 2.69 2.69 2.70

2.702.70

2.70 2.10

2.71

TYP

2.722.72

TYP

2.72

2.75

2.73 2.802.732.78

2.80

A126

01 - FIRST FLOOR

100'-0"

02 - SECOND FLOOR

111'-11"

03 - THIRD FLOOR

122'-11"

04 - FOURTH FLOOR

133'-11"

05 - FIFTH FLOOR

146'-6 1/4"

06 - SIXTH FLOOR

158'-5 1/4"

07 - SEVENTH FLOOR

169'-5 1/4"

F G

E

H.2 H.7

/4

AD202

Sim

2.70 2.70 2.70 2.70 2.70 2.702.71

2.71

2.692.692.692.692.702.70

2.70

2.70 2.70 2.702.70

TYP

2.72

TYP

2.72

2.78

TYP

2.72

2.71

2.75

2.80

2.90

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

01 - FIRST FLOOR

100'-0"

02 - SECOND FLOOR

111'-11"

03 - THIRD FLOOR

122'-11"

2.90

03 - THIRD FLOOR

122'-11"

H

2.95

2.97

2.752.75

2.80

03 - THIRD FLOOR

122' - 11"

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MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

EXTERIOR DEMOLITION

ELEVATIONS & DETAILS

AD202

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

Scale: 3/16" = 1'-0"

NORTH ELEVATION

Scale: 3/16" = 1'-0"

SOUTH ELEVATION

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over to Owner.

C. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

GENERAL DEMOLITION NOTES

2.10 Remove existing window, sill and wall below for new door.

Prepare opening for new construction and weatherproof until infill can be completed. See sequence of construction notes and lead paint abatement specification. See plans for new door location.

2.69 Remove existing louver. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.70 Remove existing window & sill. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.71 Remove indicated portion of exterior masonry wall cmu up to bottom of concrete above and brick to existing ledge angle.

2.72 Existing mechanical equipment/ductwork to be

demolished, and/or relocated. See Mechanical Drawings for extent of demolition, new work and sequence of construction to maintain mechanical services to basement, first and second floor.

2.73 Remove existing roof curb at opening.

2.75 Remove existing membrane roofing system and insulation

down to concrete deck after roof/wall envelope of addition is complete and weather tight. Clean any residue from slab to prepare for new finishes.

2.78 Remove existing masonry coping and parapet one course

below concrete deck after roof/wall envelope of addition is complete and weather tight. See demo detail 01/AD202.

2.80 Remove existing roof expansion joint & curb w/ insulation at perimeter of roof demo area after roof/wall envelope of addition is complete and weather tight.

2.90 Remove existing architectural metal panel system down

to structure/stud.

2.95 Remove existing limestone parapet cap

2.97 Remove exterior parapet wall down to 3rd floor slab

structure. Ensure weathertightness during construction

ELEVATION NOTES

Scale: 3/16" = 1'-0"

NORTH ELEVATION

Scale: 1" = 1'-0"1

EXISTING PARAPET DEMO

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

E.8

A B C D F G H I J K LE

13.9

13.2

9.8

9.3

7.9A

H.2 H.7E.3

OPEN

OFFICE

CHAPEL

COMMON

SPACE

OPEN

OFFICE

HEALTHY

TEACHING

KITCHEN

LOBBY

SPACE

OPEN

OFFICE

CORRIDOR

C3-A

/4

/4

13'-0"

6'-1 1/8" 2'-2 1/4" 13'-3 5/8" 2'-6 1/4"

/4

/4

22'-1 3/4"6'-9 7/8"

29'-9 7/8"

6'-1 1/2"

2'-1 1/2"

/8

/4

13'-6 1/2" 2'-1 1/2" 10'-11 1/4" 1'-10 1/8" 18'-6 1/2"

/4

DATA

A306C

C

A4

B

CORRIDOR

C3-B

/8

/8

/8

/8

/8

/8

/8

/8

/2

/8

/8

36'-0 5/8"17'-0 3/8"

1'-9 7/8"

/8

'-4

/2

/8

3'-0"

/8

/8

/8

/8

4'-3"

5'-5 1/4" 2'-7 1/2" 20'-0 1/2" 1'-8 5/8"

29'-9 7/8"

6'-9 1/2"

13'-1 1/4" 3'-0 3/4"

10'-5 3/4" 17'-7 1/2" 1'-8 5/8"

/4

/8

108°

17'-3 7/8"

/8

/8

/8

1'-8 7/8"

8'-4 1/2"

/8

/4

/4

30'-9 1/4"

/8

14'-2 1/4" 1'-9" 13'-2 3/4" 1'-7 1/4"

/8

/4

/4

/4

/4

/4

/2

/2

/4

6'-3 1/8" 2'-11 1/8" 9'-4" 9'-10" 4 1/2"

3'-0" 4'-10 1/2" 2'-6 1/2"

/8

/4

3'-4 7/8"

4'-10" 11'-4 1/4"

/8

/4

/8

/8

/4

/8

/8

66°

/8

2'-10" 3'-6" 2'-11 1/2"

/8

/4

3'-1"

/8

/8

14'-6 3/4"

H.A.C.

5'-2 1/4" 5'-10"

R 4' - 10 1/2"

H.2 H.7

A C

F G

I

J LE

/4

5'-5 1/4" 9'-2 7/8" 13'-1 1/4" 2'-0 5/8"

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3

S

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MICHAEL

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

THIRD FLOOR DIMENSION PLAN

A103-D

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. Install fire retardent blocking at all wall mounted equipment, accessories, casework and wall mounted door stops..

D. Verify all conditions in the field prior to fabrication, erection and construction.

E. Coordinate access for all construction, deliveries, and debris removal with the COR. See General Requirements.

F. Maintain rating at all existing rated construction. Repair all damage to existing rated walls.

G. All new structural steel is to be protected with Type 2 applied fireproofing unless noted otherwise. Provide 2 hour rating for all columns, griders and beams unless noted otherwise.

H. Refer to series A400 sheets for interior elevations and accessory schedule.

I. All wall types to be S1.0 unless noted otherwise.

J. All column enclosures to be S2.3 unless noted otherwise.

K. All column enclosures at existing columns to have size verified in field.

GENERAL NOTES

GRAPHIC SYMBOLS

N Scale: 1/8" = 1'-0"

THIRD FLOOR DIMENSION PLAN

FIRE WALL LEGEND

305B

C3-A

307B

OPEN

OFFICE

CHAPEL

COMMON

SPACE

STORAGE

307A

OPEN

OFFICE

HEALTHY

TEACHING

KITCHEN

LOBBY

SPACE

OPEN

OFFICE

A301

A301

A301

7.01

7.02

TYP

7.06

TYP

7.06 9.08

9.08 9.08

S2.0

S2.0

S1.1A

S1.1A

S1.1A

S1.1A

S3.0

S2.0

S2.0S2.0 S2.0

S2.0

16'-8 5/8"

/4

/4

13'-0"

6'-9 7/8"

6'-1 1/8" 2'-6 1/4"

/4

/4

22'-1 3/4"6'-9 7/8"29'-9 7/8"

6'-1 1/2"

2'-1 1/2"

/8

/4

13'-6 1/2"

2'-1 1/2"

10'-11 1/4"

1'-10 1/8" 1'-3"

/4

S7.0-F

9.09ELECTRICAL

A311

DATA

A306C

DATA

A37026.02

STORAGE

A317A

7.06

307A

A321

C

2/A201

10.41

S7.0-F

S7.0-F

10.41

10.41

S1.1A

S3.0S2.0

S1.1AS2.0

S2.0

A4

/8

S2.3 S2.3

B

CORRIDOR

C3-B

E1.0

E1.0

E1.0

E1.0

E1.0

T1.0

T1.0

T1.0

T1.0T1.0

S2.0

S2.0

S2.0

S1.1-F2

S1.0-S S1.0-S

S1.0-S S1.0-S

S1.0-S

307C

S1.0-SS1.0-SS1.0-SS1.0-SS1.0-SS1.0-S

A404

A

A404

C

S2.0

S2.0

S1.0E1.0

H.A.C.

305A

S2.3

S7.0-F

9.10

9.10

CLOSET

A401

A404

B

A401

A401

A

A401

A

E

9.109.10

9.109.10

9.10

9.10

9.10

9.10

D

E

A322

SIM

B01W

B01E

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3 S

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MICHAEL

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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P M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

THIRD FLOOR NOTE PLAN

A103-N

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. Install fire retardent blocking at all wall mounted equipment, accessories, casework and wall mounted door stops..

D. Verify all conditions in the field prior to fabrication, erection and construction.

E. Coordinate access for all construction, deliveries, and debris removal with the COR. See General Requirements.

F. Maintain rating at all existing rated construction. Repair all damage to existing rated walls.

G. All new structural steel is to be protected with Type 2 applied fireproofing unless noted otherwise. Provide 2 hour rating for all columns, griders and beams unless noted otherwise.

H. Refer to series A400 sheets for interior elevations and accessory schedule.

I. All wall types to be S1.0 unless noted otherwise.

J. All column enclosures to be S2.3 unless noted otherwise.

K. All column enclosures at existing columns to have size verified in field.

GENERAL NOTES

N Scale: 1/8" = 1'-0"

THIRD FLOOR NOTE PLAN

KEY PLAN

GRAPHIC SYMBOLS

FIRE WALL LEGEND

7.01 Expansion joint type I-1: Interior floor to floor, 2 hour rated.

7.02 Expansion joint type I-2: Interior wall to wall.

7.06 Expansion joint type E-2: Exterior wall to floor, 2 hour rated.

9.08 Finish face of drywall to be flush with original interior plane of demoed window. See detail.

9.09 Replace 2" wall system as needed to infill door removal.

Match existing.

9.10 Infill wall opening with noted wall type. Provide a smooth finish to match adjacent wall surfaces. Match adjacent textures. Paint entire wall to match existing. Provide control joints where new meets existing.

10.41 Semi-recessed fire extinguisher cabinet.

26.02 New electrical panels or switchboards shall be served from existing locations. See Electrical Drawings.

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

15 15

13 13

12 12

11 11

E.8

A B C D F G H I J K LE

13.9

13.2

9.8

9.3

7.9A

H.2 H.7E.3

MECHANICAL

ROOM

ELECTRICAL

SHOP

30'-7"

/4

/8

15'-8 3/4"

31'-6" 20'-7 1/2"

ELECTRICAL

A474

DATA

A470

DATA

A432A

OFFICE

401A

/8

/2

/8

6'-0 5/8"

6'-2"

/2

/4

31'-6"

2'-1 1/8"

133'-11"137'-11"

29'-8"

/4

5'-8 3/8"

/4

2'-8"

/2

/2

/2

12'-6 1/2" 4 3/8" 2'-8"

1'-8 5/8" 6 5/8"

3'-0" 7'-3 1/2"

/2

/2

1'-10 3/8" 20'-6 1/2" 2'-1 1/2" 13'-6 1/2"

/8

/8

2'-1 1/2" 13'-6 1/2" 2'-1 1/2" 10'-10 1/8"

/8

2'-0 1/8"

6'-9 1/2"

3'-5 1/4" 6'-0" 1'-7 3/8"

/4

/4

/8

11'-0 5/8"

8'-2 5/8" 3'-2 1/4"

/8

/8

/4

/8

/4

/8

/2

/8

/2

/8

/2

/4

/8

/2

/8

/1

4'-10 3/8"

10 1/8"11"

2'-10" 3'-6" 2'-11 1/2"

3'-6" 8'-6" 3'-6"

2'-4 1/8" 6'-0" 2'-11 1/2"

134'-3"

134'-3"

H.2 H.7

A C

F G

I

J LE

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3 S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

/1 /2

:3

:1

P M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

FOURTH FLOOR DIMENSION PLAN

A104-D

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. Install fire retardent blocking at all wall mounted equipment, accessories, casework and wall mounted door stops..

D. Verify all conditions in the field prior to fabrication, erection and construction.

E. Coordinate access for all construction, deliveries, and debris removal with the COR. See General Requirements.

F. Maintain rating at all existing rated construction. Repair all damage to existing rated walls.

G. All new structural steel is to be protected with Type 2 applied fireproofing unless noted otherwise. Provide 2 hour rating for all columns, griders and beams unless noted otherwise.

H. Refer to series A400 sheets for interior elevations and accessory schedule.

I. All wall types to be S1.0 unless noted otherwise.

J. All column enclosures to be S2.3 unless noted otherwise.

K. All column enclosures at existing columns to have size verified in field.

GENERAL NOTES

GRAPHIC SYMBOLS

N Scale: 1/8" = 1'-0"

FOURTH FLOOR DIMENSION PLAN

1/ A

MECHANICAL

ROOM

ELECTRICAL

SHOP

S-01-4A

400A

A301

A301

A301

M3.0

S2.0

S2.0

8.068.06

5.10

8.05

3.013.01

3.023.02

30'-7"

/4

/8

15'-8 3/4"

31'-6" 20'-7 1/2"

4.01

7.06

7.01

7.02

7.06 7.06 7.017.05

BELOW RAISED SLAB

BELOW RAISED SLAB

ELECTRICAL

A474

DATA

A470

DATA

A432A

1/ A

OFFICE

401A

3.023.02

A321

SIM

A321

S2.0

S7.0-FS7.0-F

/8

/2

/8

S7.0-FS7.0-F

6'-0 5/8"

2/A201

4/ A

M3.0

S2.0

S2.0

S2.3S2.3

S2.3S2.3

S1.2A

S1.2A

S1.2B

S1.2B

401A

A

S7.0-F

S7.0-F

E4.0

S1.1B

A322

SIM

B01W

B01E

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3 S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

/1 /2

:3

:2

P M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

FOURTH FLOOR NOTE PLAN

A104-N

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

N Scale: 1/8" = 1'-0"

FOURTH FLOOR NOTE PLAN

KEY PLAN

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. Install fire retardent blocking at all wall mounted equipment, accessories, casework and wall mounted door stops..

D. Verify all conditions in the field prior to fabrication, erection and construction.

E. Coordinate access for all construction, deliveries, and debris removal with the COR. See General Requirements.

F. Maintain rating at all existing rated construction. Repair all damage to existing rated walls.

G. All new structural steel is to be protected with Type 2 applied fireproofing unless noted otherwise. Provide 2 hour rating for all columns, griders and beams unless noted otherwise.

H. Refer to series A400 sheets for interior elevations and accessory schedule.

I. All wall types to be S1.0 unless noted otherwise.

J. All column enclosures to be S2.3 unless noted otherwise.

K. All column enclosures at existing columns to have size verified in field.

GENERAL NOTES

PLAN NOTES

3.01 Elevated concrete slab - See Structural Drawings.

3.02 Elevated concrete mechanical pad. See Structural

Drawings.

4.01 Brick veneer. Match existing, provide sample for approval.

5.10 Structural steel truss. See Structural Drawings.

7.01 Expansion joint type I-1: Interior floor to floor, 2 hour rated.

7.02 Expansion joint type I-2: Interior wall to wall.

7.05 Expansion joint type E-1: Exterior wall to wall/soffit.

7.06 Expansion joint type E-2: Exterior wall to floor, 2 hour rated.

8.05 Masonry hollow metal framed opening.See detail 3/A323.

8.06 Install metal frame into opening.

GRAPHIC SYMBOLS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3

E.8

A B C D F G H I J K LE

13.9

13.2

9.8

9.3

7.9A

H.2 H.7E.3

LOUNGE

NURSE

STATION

NS-503

STAFF

LOUNGE

OFFICE

SOILED

HOLD

1BR

ISOLATION

ROOM #1

BATH

505A

BATH

507A

1BR

PATIENT

ROOM #2

FEMALE

LAV

522D

MALE LAV

522B

CLEAN

UTILITY

EQUIPMENT

ALCOVE

ANTE

505B

OFFICE

CLEAN

LINEN

LOCKERS

522A

LOCKERS

522C

NURSE

STATION

NS-500

SPACE

WHEEL

CHAIR/

STRETCHER

MED ROOM

1BR

PATIENT

ROOM #3

BATH

509A

1BR

PATIENT

ROOM #4

BATH

515A

BATH

517A

BATH

519A

NURSE

STATION

NS-501

NUTRITION

1 BR

PATIENT

ROOM #7

1 BR

PATIENT

ROOM #8

BATH

524A

1 BR

PATIENT

ROOM #9

BATH

525A

BATH

523A

ALCOVE

1BR

PATIENT

ROOM #5

1BR

PATIENT

ROOM #6

NURSE

STATION

NS-502

CORRIDOR

C5-51

STAFF

LOUNGE

B511

STAFF

LOUNGE

B509

A407

E

A407

D

4'-1" 11'-0 1/2" VIF

1'-6 1/4"

8'-7 1/8"

9 1/2"

8'-7 1/8"

VIF

1'-6 1/4"

11'-3 1/8"

5'-6 3/4" 1'-9"

/4

/2

4'-1" 3'-3 3/8"4

/4

1'-9" 5'-6 3/4" 1'-9 5/8"

4'-1 1/2" 4'-0"

V

IF

/4

/4

17'-9 3/4"

/8

/4

4'-7 1/2" 9'-3 3/8"

8'-10 1/2" 22'-4 1/8"

/8

/4

5'-2 1/2"

9'-1 1/2"

8 3/4"

7'-3 1/4"

/8

/8

/8

/8

1'-9 1/4" 8'-2 5/8"13'-6 1/4"

/2

12'-11 3/4"8'-6"8'-0"

2'-11 5/8"

/8

/4

/4

12'-6 5/8" 3'-2 1/2" 15'-6 7/8"

/4

/8

1'-9 1/8"

7'-9" 3'-2 3/4" 3'-0 1/4"

7'-5 7/8" 7'-8"

ELECTRICAL

A511

ELECTRICAL

A578

DATA

A575

DATA

A525

/4

CORRIDOR

C5-07

CORRIDOR

C5-09

CORRIDOR

C5-13

1'-9 5/8"

3'-3 3/8"

/4

/8

/8

9'-3 1/2" 1'-6 1/4" 8'-7 1/8"

/8

19'-7 5/8"

1'-9"

/8

1'-9"

1'-3 3/8" 8'-0 1/2" 1'-10 3/4" 8'-0 1/2" 20'-9 1/8"

/4 " 6

/2

/8 "1'-3 7/8"

6'-3 7/8" 4 7/8" 7'-10 1/8" 3'-4" 1'-7" 8'-1" 5'-8" 5'-5 1/2"

/8

/2

/8

10"

11'-10 1/8"

/8

4'-11 1/2"

/8

/8

CORRIDOR

C5-52

5'-1 1/2"

/8

2'-11 1/8"

/8

2'-5 5/8"

2'-4 1/8" 7'-1 3/8" 4'-7 1/2" 4'-6 1/8"

/2

10'-4 1/2"6'-9 3/8" 1'-6 1/4"

/4

/4

3'-10 3/8"

10'-10 7/8"

3'-2 1/2"

/8

/8

8'-0 1/4" 4 7/8" 5'-9 7/8"

10 7/8"

3'-6" 11'-7 5/8"

/2

/8

/8

/2

/2

/8

/8

/8

/2

20'-6 1/2"

/4

5'-5 1/4"

2'-1 1/2"

/8

10'-10 1/4"

/8

13'-7 3/4"

/4

4'-1" 4'-8"

14'-10 1/8"

2'-0 1/8"

/8

"9

/2

/2

/8

12'-4 1/4"

/8

9'-4 1/8"

4'-1" 7'-9"

3'-6 1/8"

/8

28'-10 3/4"

4'-0"

4'-0

9 1/2" 8 3/4"

7…