36C25018B0795-013.pdf

COLUMN SCHEDULE

LOCATION SIZE BOTTOM BASE

PLATE ELEVATION

REMARKSBASE PLATE

DETAIL

1,C

1,D

2,A

2,E

2,H

2.8,G

2.8,J

3,A

3,C

3,D

3,E

4,D

4,E

4,H

4.2,J

4.8,K

5,A

5,C

5.4,K

6,C

6,D

6,F

6,K

7,A

7,B

W12x79

W12x79

W12x79

W12x79

W12x79

W12x79

W12x79

W12x79

W12x79

W12x53

W12x53

W12x53

W12x53

W12x40

W12x40

W12x40

W12x40

W12x40

W12x40

HSS4x4x1/4

HSS4x4x1/4

HSS4x4x1/4

W12x65

W12x65

W12x65

815'-2"

815'-2"

815'-2"

815'-2"

815'-6"

815'-2"

815'-2"

815'-6"

815'-2"

815'-2"

815'-2"

815'-6"

815'-2"

815'-2"

813'-2"

813'-2"

815'-2"

813'-2"

800'-2"

800'-2"

800'-2"

815'-6"

815'-6"

815'-6"

815'-6"

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'A'

TYPE 'C'

TYPE 'C'

TYPE 'C'

NOTE: SEE ROOF FRAMING PLAN ON DRAWING SS-140 FOR TOP OF STEEL ELEVATIONS.

6"

1/4

COL

C O

L

1 1/2" TYP

/2

T Y

P

TYPE 'C'

1/2" PL.

1 1/2" 4"

1 1/2"

/2

/2

/2

/2

C S

P L

IC

E L

(2) 3/8" PLATE

(1 EA SIDE OF WEB)

COLUMN REFER

TO PLAN & SCHED

2" 2" 1 1/4"

5 1/2"

1 1/4"

/2

/2

/2

/2

C S

P L

IC

E L

(2) SPLICE PLATE

(1 EA FLANGE) SPLICE

PLATE THICKNESS SHALL

MATCH FLANGE

THICKNESS

COLUMN REFER

TO PLAN & SCHED

8"

TYPICAL COLUMN SPLICE NOTES:

1. USE OF COLUMN SPLICE IS AT CONTRACTORS OPTION. CONTRACTOR SHALL SUBMIT PROPOSED

LOCATION(S) AND ELEVATION OF SPLICE TO ENGINEER PRIOR TO DETAILING.

2. ALL BOLTS SHOWN ARE 3/4"Ø A325, SLIP CRITICAL W/ CLASS "A" FAYING SURFACE.

3. NO OTHER CONNECTIONS OR ATTACHMENTS ARE PERMITTED TO BE MADE TO ANY SPLICE PLATE.

4. A 1/16" MAXIMUM GAP IS PERMITTED BETWEEN THE UPPER AND LOWER COLUMN SECTIONS AT

THE SPLICE. COLUMN ENDS SHALL BE MILLED TO BEAR AT SPLICE LOCATION.

4" 3" 3" 4"

2"x2"x1/4" WASHER

1 1/4"Ø HOLE

3/4"Ø ANCHOR ROD

5/16

TYP

W12 COLUMN

7" 7"

-2" GROUT PAD BELOW BASE PLATE

-PROVIDE 1/8" SEAL WELD BETWEEN

COLUMN & B.P. WHERE NO WELD IS SHOWN

5/16

TYP

TYPE A

4" 3" 3" 4"

3"x3"x3/8" WASHER

1 3/4"Ø HOLE

1"Ø ANCHOR ROD

5/16

TYP

W12 COLUMN

7" 7"

3/16

TYP

-2" GROUT PAD BELOW BASE PLATE

-PROVIDE 1/8" SEAL WELD BETWEEN

COLUMN & B.P. WHERE NO WELD IS SHOWN

5/16

TYP

3/16

TYP

TYPE B

1" PL. 1 1/4" PL.

T

Y P

E B

T

Y P

E A

C

G R

O U

T

B A

S E

P L A

T E

T H

IC

K

N E

S S

PLATE WASHER

3"x3"x1/2" TYP

BASE PLATE TYPE A & ANCHOR BOLT DETAIL

NO SCALE

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

S

S

S O

E .r v t

/9

/2

:5

:1

P

M

Scale: As indicated

SS600

COLUMN SCHEDULE

GV

506-329CLINICAL & ADMINISTRATIVE

BUILDING

JK04/15/2016

28 148

SCALE: 1 1/2" = 1'-0"

COLUMN SPLICE SECTION

SCALE: 1 1/2" = 1'-0"

COLUMN BASE PLATE DETAILS

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

BIDS SUBMISSION 01-20-17

BIDS SUBMISSION_REVISED 04-12-18

8.

A.

B.

COVER AND PROTECT FURNISHINGS AND

EQUIPMENT THAT HAVE NOT BEEN

REMOVED.

DO NOT BLOCK ANY EXITS DURING

CONSTRUCTION OPERATIONS.

CONDUCT DEMOLITION OPERATIONS TO

PREVENT INJURY TO PEOPLE AND DAMAGE TO

ADJACENT BUILDING AREAS. ENSURE SAFE

PASSAGE OF PEOPLE AROUND SELECTIVE

DEMOLITION AREA.

10.

EXISTING CONSTRUCTION MAY CONTAIN ASBESTOS

CONTAMINATED PRODUCTS. MATERIALS THOUGHT

TO CONTAIN ASBESTOS MUST BE INSPECTED BY

AN EPA CERTIFIED INSPECTOR CAPABLE OF

SAMPLING FOR THE EXISTENCE OF ASBESTOS.

WORK SHALL BE DONE IN ACCORDANCE WITH THE

MOST CURRENT OSHA REGULATIONS AND

DISPOSED OF IN ACCORDANCE WITH CURRENT

EPA REGULATIONS.

11.

EXISTING CONSTRUCTION MAY CONTAIN LEAD

CONTAMINATED PRODUCTS. MATERIALS

THOUGHT TO CONTAIN LEAD MUST BE

INSPECTED BY AN EPA CERTIFIED INSPECTOR

CAPABLE OF SAMPLING FOR THE EXISTENCE OF

LEAD. WORK SHALL BE DONE IN ACCORDANCE

WITH THE MOST CURRENT OSHA/EPA

REGULATIONS AND DISPOSED OF

IN ACCORDANCE WITH CURRENT EPA

REGULATIONS.

GENERAL DEMOLITION NOTES

GENERAL DEMOLITION NOTES

PROVIDE DEMOLITION WORK SHOWN ON THE

DRAWINGS AND RELATED AND INCIDENTAL

DEMOLITION WORK REQUIRED TO COMPLETE

NEW CONSTRUCTION WORK.

REMOVE ENTIRE WALL ASSEMBLY INDICATED

TO BE DEMOLISHED, INCLUDING CONCEALED

ELEMENTS WITHIN PARTITIONS AND ABOVE-

CEILING CONSTRUCTION (UNO)

FIELD VERIFY EXISTING CONDITIONS, PRIOR

TO THE START OF DEMOLITION OPERATIONS.

BRING ANY DISCREPANCIES WHICH MAY

SIGNIFICANTLY AFFECT DEMOLITION OR NEW

CONSTRUCTION WORK TO THE ATTENTION OF

THE ARCHITECT FOR REVIEW.

PROTECT EXISTING CONSTRUCTION TO

REMAIN FROM DAMAGE DURING DEMOLITION

AND/OR NEW CONSTRUCTION OPERATIONS.

CONDUCT DEMOLITION OPERATIONS SO AS

TO MINIMIZE THE DEVELOPMENT AND SPREAD

OF DUST.

REMOVE DEMOLITION MATERIALS FROM SITE

PROMPTLY AND DISPOSE OF LEGALLY OFF

SITE.

MAINTAIN MEANS OF EGRESS, AND KEEP

FULLY SEPARATE FROM CONSTRUCTION

AREA, AT ALL TIMES.

COORDINATE TIMING AND HOURS OF DEMOLITION

OPERATIONS WITH OWNER'S SCHEDULE.

1.

2.

3.

4.

5.

9.

6.

7.

EXISTING TO REMAIN

LEGEND

REFER TO PHASING DRAWINGS FOR

ADDITIONAL GENERAL INFORMATION ON

THE SEQUENCE OF DEMOLITION WORK

TO BE COMPLETED.

EXTENTS OF DEMOLITION. COORDINATE EXTENT WITH

MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS

REFER TO HAZARDOUS ABATEMENT CONSULTANTS,

MECHANICAL , ELECTRICAL, PLUMBING FOR ADDITIONAL

DEMOLITION NOTES

THE ELECTRICAL CONTRACTOR SHALL

REMOVE AND STORE THE EXISTING (67) 2’X4’

AND (6) 2’X2’ LED LUMINAIRES FOR REUSE

DURING THE NEW CONSTRUCTION. THESE

LUMINAIRES SHALL BE INDIVIDUALLY

WRAPPED, BY THE ELECTRICAL

CONTRACTOR, FOR PROTECTION AGAINST

DAMAGE. ANY EXISTING DAMAGE TO THE

FIXTURES SHALL BE DOCUMENTED BY THE

ELECTRICAL CONTRACTOR AND THE VA COR

FOR THE PROJECT SHALL BE PROVIDED A

DETAILED SUMMARY AND AN OPPORTUNITY

TO REVIEW THE DAMAGE. ANY COSTS

ASSOCIATED WITH THE REPAIR OF DAMAGE

TO AN EXISTING LUMINAIRE THAT IS

DOCUMENTED AND REPORTED AS

INDICATED ABOVE SHALL BE THE

RESPONSIBILITY OF THE VA. ANY COSTS

ASSOCIATED WITH THE REPAIR OF DAMAGE

TO AN EXISTING LUMINAIRE THAT IS NOT

DOCUMENTED AND REPORTED AS

INDICATED ABOVE SHALL BE THE

RESPONSIBILITY OF THE ELECTRICAL

CONTRACTOR.

12.

COMMUNICATIONS CONTRACT SHALL DEMO

ALL ELECTRONIC COMMUNICATIONS

EQUIPMENT AND RACKS/CABINETS FROM ALL

IT ROOMS AS WELL AS WIRELESS ACCESS

POINTS AND CAMERAS FROM IN THE CEILING

AND ON THE OUTSIDE OF THE BUILDING AND

RETURN THEM TO THE VA – IT DEPARTMENT.

14.

DEMO ENTIRE BUILDING WITHIN THE EXTENT OF

DEMOLITION BOUNDARIES. REMOVE

UNDERGROUND STRUCTURE AND ELEMENTS

INCLUDING (BUT NOT LIMITED TO) FOOTING,

BASEMENT WALLS AND STRUCTURES, AND

UTILITY PLUMBING.

REFER TO SITE DEMOLITION DRAWING CS100 FOR

ADDITIONAL INFORMATION.

REFER TO FOLLOWING SPECIFICATION SECTIONS

FOR ADDITIONAL INFORMATION:

01 35 26 SAFETY REGULATIONS

01 74 19 CONSTRUCTION WASTE

MANAGEMENT

02 41 00 DEMOLITION

02 82 13.41 ASBESTOS ABATEMENT FOR

TOTAL DEMOLITION PROJECT

13.

15.

16.

5'-0"

EXTENT OF DEMOLITION

EXTENT OF DEMOLITION

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :1

P

M

Scale: As indicated

AD100

DEMOLITION PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

29 148

SCALE: 3/32" = 1'-0"AD100

F1 DEMOLITION PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

V A

R

IE

S

4'-4"

M.O.

3'-4"

7'-4"

M.O.

6'-4"

GENERAL NOTES:

1.

ALL WALLS EXTEND TO UNDERSIDE OF FLOOR/ROOF DECK

ABOVE UNLESS NOTED OTHERWISE.( WALLS EXTEND TO

BOTTOM OF TRUSS).

2.

ALLOW FOR 1/2" DEFLECTION WHERE WALL MEETS STRUCTURE

ABOVE. PROVIDE COMPRESSIBLE FILLER BETWEEN TOP OF

WALL AND STRUCTURE AT STANDARD WALL CONSTRUCTION AND

FIRESAFING AT RATED WALL CONSTRUCTION.

3.

4.

5.

6.

7.

9.

ALL DOORS AND EXTERIOR DOORS/STOOPS ARE DIMENSIONED

AS SHOWN BELOW UNLESS NOTED OR DIMENSIONED

OTHERWISE.

8.

EQUIPMENT ABBREVIATIONS:

BRACE INTERIOR PARTITIONS PER ANSI CRITERIA.

COORDINATE OPENINGS IN WALLS w/ OTHER TRADES AND SEAL.

SEAL ALL PENETRATIONS THROUGH WALL TYPICAL.

10.

11.

FLOOR ASSEMBLY TO BE SMOKE BARRIER (NFPA -101 8.6.1)

12.

PROVIDE BULLNOSE CORNER BLOCKS @ ALL EXPOSED OUTSIDE

CORNERS OF CMU WALLS AND PARTITIONS UNLESS NOTED

OTHERWISE - TYPICAL.

13.

THESE DRAWINGS SHOULD BE USED TO DETERMINE THE

DESIGN INTENT. THE CONTRACTOR SHALL FIELD VERIFY ALL

WORK AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF

ANY DISCREPANCIES IN THE DOCUMENTS BEFORE

PROCEEDING. FAILURE TO DO SO WILL RESULT IN THE

CONTRACTOR TAKING FULL RESPONSIBILITY AND LIABILITY FOR

SAID DISCREPANCIES.

PROVIDE DRYWALL CONTROL JOINTS AT LOCATIONS INDICATED

ON DRAWINGS OR AT A MAXIMUM SPACING OF 30'-0" IN ANY

DIRECTION AND AT ALL JAMB STUDS AT ALL OPENINGS. - TYPICAL

14.

G.C. TO PROVIDE ALL BLOCKING IN WALLS FOR ALL BUILT-IN

CABINETS, COUNTERTOP SUPPORTS, GRAB BARS, ETC. PROVIDE

PLYWOOD BACKING FOR WALL MOUNTED ELECTRICAL, IT AND

TELEPHONE EQUIPMENT AS REQUIRED.

IN LOCATIONS WHERE DOORS ARE IN WALL ASSEMBLIES, HAVE

FURRED OUT DRYWALL WRAP BACK TO DOOR FRAME.

ALL WOOD BLOCKING AND BACKING SHALL BE FIRE RETARDANT

TREATED.

FEC - FIRE EXTINGUISHER CABINET & EXTINGUISHER

REF - REFRIGERATOR

EWC - ELECTRIC WATER COOLER

DO NOT SCALE DRAWINGS. WORK FROM DIMENSIONS SHOWN. IF

ADDITIONAL INFORMATION IS NEEDED, OR WHERE DRAWINGS OR

DRAWING SCALE APPEARS TO CONFLICT WITH INDICATED

DIMENSIONS, BRING TO THE ATTENTION OF THE ARCHITECT FOR

REVIEW.

NEW WALL CONSTRUCTION

PLAN LEGEND

DOOR TAG - REFER TO AE600 FOR

DOOR SCHEDULE AND DETAILS

ROOM

NAME

12346

NEW ROOM NAME AND NUMBERS

WALL TYPE INDICATOR

INTERIOR WALLS ARE TYPE A U.N.O

RE: AE540 FOR WALL TYPE DETAILS

FIRE EXTINGUISHER CABINET

CG

CORNER GUARD

REFER TO D8/AE541 FOR DETAIL

WPX

WALL PROTECTION

1. COORDINATE SCHEDULE OF OVERALL CONSTRUCTION AND DAY -

TO- DAY CONSTRUCTION OPERATIONS WITH OWNER'S SCHEDULE

REQUIREMENTS.

2. DIMENSIONS ARE TO FINISH FACE OF WALL OR CASEWORK

UNLESS NOTED OTHERWISE (UNO).

3. FIELD VERIFY PROJECT CONDITIONS PRIOR TO THE START OF, AND

AS NEEDED DURING THE COURSE OF CONSTRUCTION. BRING

DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT

CONSTRUCTION TO THE ATTENTION OF THE ARCHITECT FOR

REVIEW.

GENERAL CONSTRUCTION NOTES

FEC

EE

100 SF ROOM AREA

W.P.

WORK POINT

FD FLOOR DRAIN

RE: PLUMBING

A B C D

HE

4.2

5.4

JC4

AE300

F4

AE300

F8

AE402

F3

AE311

2.8

4.8

G

AE460 F1

856 SF

MECHANICAL

124 SF

IT

STAIRS

S-1 ELEVATOR

E-1

108 SF

ELEV.

MAC.

RM.

153 SF

ELECTRICAL

362 SF

HAC

CORRIDOR

CORRIDOR

CORRIDOR

MECHANICAL SHAFT

MECHANICAL

LOUVER

REFER TO

MECHANICAL FOR

ADDITIONAL

INFORMATION

STEEL LADDER

(PAINT)

4'-10"

MECHANICAL

SHAFT ABOVE

MECHANICAL

AREAWAY

FEC

MECHANICAL

EQUIPMENT

RE: MECHANICAL

ELEVATOR

EQUIPMENT

A

S1-B

13'-8" 17'-0" 32'-8" 23'-6"

4'-10"

7'-9"

HOUSEKEEPING

PAD

RE: STRUCTURAL

251 SF

SPRINKLERS

AE200

F1

AE200

F5

AE201

F1

AE201

F6

F3

AE402

F1

AE400

/4

/4

22'-4"

F

F

011B

5'-9"

K

D

D

D

5/8" GYPSUM BOARD

OVER 2 1/2" METAL

STUDS WITH 2"

MINERAL WOOL

INSULATION

TYPICAL ALONG

NORTH WALL

FD

STORM DRAIN CONNECT

TO SUMP PUMP

RE: PLUMBING

GYPSUM BOARD

ON 2 1/2" METAL

STUDS

42" GATE

(IBC 1023.8)

33'-9 1/4" 14'-5 3/4"

/4

/4

18'-4 1/4"

/2

98.00°

D6

AE511

B1

AE311

1'-6"

1'-6"

17'-1"

COLUMN PIERS

RE: STRUCTURAL

FOOTING

RE: STRUCTURAL

17'-8"

2'-2" 4'-10" 9'-0"

A

A

A

A

A

E

E E

HOUSEKEEPING

PAD

RE: STRUCTURAL

FD

FD

FD

2'-0"

1'-4"

1'-6"

1'-6"

D2

AE511

E1

E1

/2

1'-3"

1'-3"

3"

H O

L D

8.00°

E1

O F

F O

F C

O L L

IN

E

/8

1'-9"

W.P.

A

C

C

C

1'-0"

1'-6"

3 1/8"

A

HOUSEKEEPING PAD

COORDINATE SIZE

AND LOCATION WITH

TRANSFORMER.

RE: STRUCTURAL

FD

CONCRETE CURB

6"

6"

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :2

P

M

Scale: As indicated

AE100

BASEMENT FLOOR PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

30 148

N

SCALE: 3/16" = 1'-0"AE200

F2 BASEMENT FLOOR PLAN

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

104 SF

HR

RECRUITMENT

100 SF

HR

PROCESS

BENEFITS

110 SF

EXAM

96 SF

HR

BENEFITS

SPECIALIST

98 SF

HR

SPECIALIST

OFFICER

2011 SF

OPEN

OFFICE

STAIRS

S-1

116 SF

VESTIBULE

44 SF

ELECTRICAL

45 SF

IT

47 SF

HAC

99 SF

HR

BENEFIT

RA/FMLA

80 SF

P.I.V

151 SF

HR

CHIEF

OFFICER

123 SF

ASSIST

HR

CHIEF

OFFICER

73 SF

RECORDS

STORAGE

112 SF

OPEN

OFFICE

108 SF

EXAM

177 SF

WOMEN'S

TOILET

STAIRS

S-2

97 SF

HR

SPECIALIST

OFFICER

78 SF

P.I.V.

171 SF

MEN'S

TOILET

43 SF

TLT

105 SF

HR

SPECIALIST

OFFICER

F2

AE310

ELEVATOR

E-1

AE460

270 SF

ELEVATOR

LOBBY

A B C D

2 2

HE

4.2

5.4

J

28 SF

COFFEE

C4

AE300

F4

AE300

F6

AE402

159 SF

CORRIDOR

36 SF

VESTIBULE

1024 SF

OPEN

OFFICE

213 SF

CORRIDOR

168 SF

CORRIDOR

13'-8" 17'-0" 32'-8" 23'-6" 15'-10"

F1

AE310

C0

AE160

E4

AE160

B3

AE160

MECHANICAL SHAFT

CG CG CG CG

CG

CG

CG CG

F6

AE513

CG

1'-6"

E1

AE400

FEC

LINE OF CANOPY

ABOVE

MECHANICAL AREAWAY

BELOW

F1

AE513

F1

AE401

CG

F4

AE310

F3

AE311

100 SF

WAITING

COLUMN WRAPPED IN

METAL PANEL

2.8

4.8

G

CG

4'-10"

7'-9"

B

S1-1

S2-1A

S -1

B

122123 1

A

WORKING

POINT ORIGIN

1'-0" 5'-0" 2'-0" 5'-0" 1'-0"

1'-6"

M .O

M .O

M.O.

3'-4" 3'-4"

M.O.

3'-4" 5'-10"

M.O.

3'-4" 8'-0"

M.O.

3'-4" 8'-0"

M.O.

3'-4" 7'-2"

M.O.

3'-4" 8'-0"

M.O.

3'-4" 1'-8" 5'-7"

FEC

F8

AE510

D1

CG

PROVIDE

BLOCKING FOR

ACRYLIC

ARTWORK BY VA.

COORDINATE

LOCATIONS WITH

OWNER.

CG

AE460

D8

AE460F2

F3

1'-6" 1'-10"

DD

ACCESS GATE

AE460

C2

F6

AE511

F2

AE310

F2

AE310

AE200

F1

AE200

F5

AE201

F1

AE201

F6

99 SF

PHYS /

PROV

13899 SF

HR

PROCESS

85 SF

TREATMENT

AREA

73 SF

OWC

AE460

E6

AE160

F6

AE310

F6

AE510

10'-8" 10'-7" 10'-5" 7'-5" 12'-5" 12'-4 3/4" 9'-4 1/2"

/2

11'-6 1/2" 11'-11 3/4" 12'-9 1/2"

/2

5'-11 1/2" 6'-2 1/2" 6'-1"

13'-8" 17'-0" 32'-8" 23'-6" 15'-10" 9'-11"

3'-8"

83 SF

WAITING

5'-6"

D1

101A

141A

F

/2

AE460

F0

AE460A1

1'-6"

1'-0" 5'-0" 2'-0" 5'-0" 1'-0"

4'-10"

9'-3"

B6

AE511

B8

AE511

K

1'-0"

14'-4"

F8

AE511

F2

AE511

8'-8 3/4"

A

A

A

A

A

A A

A

A

A

A

A

A

A

A C

A

AF

F

CG

CG

CG

C

A

A A

A

AA

C C

D

/4

REMOVABLE METAL GUARDRAIL

SS

BUILT IN

STORAGE

CABINETS

AE200D3

11'-3 1/4"

F1

AE510

SIM

/2

A

F

/4

E6

AE311

1'-2" 3'-4"

F8

AE511

SIM

F1

AE510

SIM

F8

AE511

SIM

10'-7 1/2"

/8

D3

AE513

ALIGN

3'-6"

E3

E3

D1

CG

CG

F1

AE511

3"

17'-5"

A

A

A

A

A

ALIGN

E2

L K

L

K

K L

L

K

F

F

TYPICAL

K

FD FD

CG

42" HIGH METAL GATE

(IBC 1023.8)

A

A

CG

CG

C3

AE512

CG

CG (4)

CORNERS

TYP

CG (4)

CORNERS

TYP

6'-9 1/2"

F1

AE513

100B

8.00°

W.P.

/8

F8

AE402

A

A

A

D

K

CG

CG CG CG

1'-6"

COORDINATE FINAL CHASE

SIZE WITH FIRE PROTECTION

C1

AE512

FD

F1

AE510

SIM

1'-6"

1'-0"

4'-0" 2'-0" 6'-0" 2'-0" 6'-0" 1'-0" 1'-0"

6'-0" 2'-0"

6'-0"

2'-0"

6'-0"

2'-6" 6'-5"

1'-4"

1'-6"

1'-2 3/8"

C

D3

AE510

D6

AE513

V A

R

IE

S

4'-4"

M.O.

3'-4"

7'-4"

M.O.

6'-4"

GENERAL NOTES:

1.

ALL WALLS EXTEND TO UNDERSIDE OF FLOOR/ROOF DECK

ABOVE UNLESS NOTED OTHERWISE.( WALLS EXTEND TO

BOTTOM OF TRUSS).

2.

ALLOW FOR 1/2" DEFLECTION WHERE WALL MEETS STRUCTURE

ABOVE. PROVIDE COMPRESSIBLE FILLER BETWEEN TOP OF

WALL AND STRUCTURE AT STANDARD WALL CONSTRUCTION AND

FIRESAFING AT RATED WALL CONSTRUCTION.

3.

4.

5.

6.

7.

9.

ALL DOORS AND EXTERIOR DOORS/STOOPS ARE DIMENSIONED

AS SHOWN BELOW UNLESS NOTED OR DIMENSIONED

OTHERWISE.

8.

EQUIPMENT ABBREVIATIONS:

BRACE INTERIOR PARTITIONS PER ANSI CRITERIA.

COORDINATE OPENINGS IN WALLS w/ OTHER TRADES AND SEAL.

SEAL ALL PENETRATIONS THROUGH WALL TYPICAL.

10.

11.

FLOOR ASSEMBLY TO BE SMOKE BARRIER (NFPA -101 8.6.1)

12.

PROVIDE BULLNOSE CORNER BLOCKS @ ALL EXPOSED OUTSIDE

CORNERS OF CMU WALLS AND PARTITIONS UNLESS NOTED

OTHERWISE - TYPICAL.

13.

THESE DRAWINGS SHOULD BE USED TO DETERMINE THE

DESIGN INTENT. THE CONTRACTOR SHALL FIELD VERIFY ALL

WORK AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF

ANY DISCREPANCIES IN THE DOCUMENTS BEFORE

PROCEEDING. FAILURE TO DO SO WILL RESULT IN THE

CONTRACTOR TAKING FULL RESPONSIBILITY AND LIABILITY FOR

SAID DISCREPANCIES.

PROVIDE DRYWALL CONTROL JOINTS AT LOCATIONS INDICATED

ON DRAWINGS OR AT A MAXIMUM SPACING OF 30'-0" IN ANY

DIRECTION AND AT ALL JAMB STUDS AT ALL OPENINGS. - TYPICAL

14.

G.C. TO PROVIDE ALL BLOCKING IN WALLS FOR ALL BUILT-IN

CABINETS, COUNTERTOP SUPPORTS, GRAB BARS, ETC. PROVIDE

PLYWOOD BACKING FOR WALL MOUNTED ELECTRICAL, IT AND

TELEPHONE EQUIPMENT AS REQUIRED.

IN LOCATIONS WHERE DOORS ARE IN WALL ASSEMBLIES, HAVE

FURRED OUT DRYWALL WRAP BACK TO DOOR FRAME.

ALL WOOD BLOCKING AND BACKING SHALL BE FIRE RETARDANT

TREATED.

FEC - FIRE EXTINGUISHER CABINET & EXTINGUISHER

REF - REFRIGERATOR

EWC - ELECTRIC WATER COOLER

DO NOT SCALE DRAWINGS. WORK FROM DIMENSIONS SHOWN. IF

ADDITIONAL INFORMATION IS NEEDED, OR WHERE DRAWINGS OR

DRAWING SCALE APPEARS TO CONFLICT WITH INDICATED

DIMENSIONS, BRING TO THE ATTENTION OF THE ARCHITECT FOR

REVIEW.

NEW WALL CONSTRUCTION

PLAN LEGEND

DOOR TAG - REFER TO AE600 FOR

DOOR SCHEDULE AND DETAILS

ROOM

NAME

12346

NEW ROOM NAME AND NUMBERS

WALL TYPE INDICATOR

INTERIOR WALLS ARE TYPE A U.N.O

RE: AE540 FOR WALL TYPE DETAILS

FIRE EXTINGUISHER CABINET

CG

CORNER GUARD

REFER TO D8/AE541 FOR DETAIL

WPX

WALL PROTECTION

1. COORDINATE SCHEDULE OF OVERALL CONSTRUCTION AND DAY -

TO- DAY CONSTRUCTION OPERATIONS WITH OWNER'S SCHEDULE

REQUIREMENTS.

2. DIMENSIONS ARE TO FINISH FACE OF WALL OR CASEWORK

UNLESS NOTED OTHERWISE (UNO).

3. FIELD VERIFY PROJECT CONDITIONS PRIOR TO THE START OF, AND

AS NEEDED DURING THE COURSE OF CONSTRUCTION. BRING

DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT

CONSTRUCTION TO THE ATTENTION OF THE ARCHITECT FOR

REVIEW.

GENERAL CONSTRUCTION NOTES

FEC

EE

100 SF ROOM AREA

W.P.

WORK POINT

FD FLOOR DRAIN

RE: PLUMBING

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :2

P

M

Scale: As indicated

AE110

FIRST FLOOR PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

31 148

SCALE: 3/16" = 1'-0"AE110

F2 FIRST FLOOR PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

151 SF

CFO

79 SF

INTERNAL

AUDITOR

134 SF

CHIEF

54 SF

UNISEX

RR

STAIRS

S-1

123 SF

AFO

45 SF

IT

47 SF

HAC

44 SF

ELECTRICAL

257 SF

ELEVATOR

LOBBY

ELEVATOR

E-1

107 SF

PAYROLL

SUPERVISOR

107 SF

MCA

PROGRAM

OFFICE

177 SF

WOMEN'S

TOILET

171 SF

MEN'S

TOILET

98 SF

ASSISTANT

CHIEF

112 SF

ACCOUNTING

SUPERVISOR

150 SF

BREAK

ROOM

197 SF

CONFERENCE

ROOM

F2

AE310

STAIRS

S-2

A B C D

2 2

HE

4.2

5.4

J

28 SF

COFFEE

C4

AE300

F4

AE300

36 SF

VESTIBULE

2099 SF

OPEN

OFFICE

137 SF

CORRIDOR

1058 SF

OPEN

OFFICE

444 SF

OPEN

OFFICE

339 SF

CORRIDOR

F1

AE310

F8

AE402

D4

AE160

C0

AE160

MECHANICAL SHAFT

CG (4)

CORNERS

TYP

CGCG

CGCG

F1

AE513

CG

CG CG CG

CG

CG

CG

CG

C1

AE400

FEC

FEC

394 SF

OPEN

OFFICE

F3

AE401

F4

AE310

2.8

4.8

G

CG

CG

B

A

S1-2

S2-2

219 2

6FEC

13'-8" 17'-0" 32'-8" 23'-6" 15'-10"

M .O

M .O

5'-10"

M.O.

3'-4" 8'-0"

M.O.

3'-4" 8'-0"

M.O.

3'-4" 7'-2"

M.O.

3'-4" 8'-0"

M.O.

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

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

1'-6"

1'-0"

4'-0" 2'-0" 6'-0" 2'-0" 6'-0" 1'-0" 1'-0"

6'-0" 2'-0" 6'-0" 2'-0" 6'-0"

VERIFY

2'-11 1/4" 1'-0" 5'-0" 2'-0" 5'-0"

1'-0"

1'-6"

1'-6"

4'-10"

7'-9"

1'-6"

1'-0"

5'-0" 2'-0" 5'-0" 1'-0"

CG

PROVIDE

BLOCKING FOR

ACRYLIC

ARTWORK BY VA.

COORDINATE

LOCATIONS WITH

OWNER

CG

AE460D7

AE460

F3

F2

F2

AE310

F2

AE310

AE200

F1

AE200

F5

AE201

F1

AE201

F6

F6

AE310

F8

AE510

SIM

8'-5" 10'-9"

ALIGN

/2

11'-6 1/2"

5'-11 1/2" 6'-2 1/2"

F2

AE513

F

13'-8" 17'-0" 32'-8" 23'-6" 15'-10" 9'-11"

1'-6"

K

14'-4"

1'-0"

F6

AE511

SIM

A

A

A

AA

A A

A

A

A

A

A

A

A

A A

AA

AA A

A

A

A

A

A

A

A

A

F2

AE511

SIM

F1

AE513

F8

AE511

SIM

F6

AE510

SIM

CG

CG

CG

CG

CG CG

CG

CG

1'-6"

1'-10" 3'-4" 3'-4" 3'-4"

F1

AE510

6'-1"

E6

AE311

F2

AE512

F1

AE510

SIM

F8

AE511

SIM F8

AE511

SIM

7'-7"

1'-2"

/2

E3 D

D

A

ROOF

SCUPPERSLOPE 1/4" PER

FOOT LOW

POINT

HIGH POINT

F

7 1/2"

12'-11 1/4"

ALIGN

/2 " 7

/4

/2 "2'-10 1/2"

8.00°

F

K

K

A

A

G

F

FD FD

L

L

CG (4)

CORNERS

TYP

3'-6"

8.00°

W.P.

/8

E4

AE160

8'-10 1/4"

AE460

C1

CG

CG CGCG

/2

FD

F1

AE510

SIM

E8

AE311

SIM

/8

" 1

F3

AE510

SIM

D8

AE510

OVERFLOW

SCUPPER

V A

R

IE

S

4'-4"

M.O.

3'-4"

7'-4"

M.O.

6'-4"

GENERAL NOTES:

1.

ALL WALLS EXTEND TO UNDERSIDE OF FLOOR/ROOF DECK

ABOVE UNLESS NOTED OTHERWISE.( WALLS EXTEND TO

BOTTOM OF TRUSS).

2.

ALLOW FOR 1/2" DEFLECTION WHERE WALL MEETS STRUCTURE

ABOVE. PROVIDE COMPRESSIBLE FILLER BETWEEN TOP OF

WALL AND STRUCTURE AT STANDARD WALL CONSTRUCTION AND

FIRESAFING AT RATED WALL CONSTRUCTION.

3.

4.

5.

6.

7.

9.

ALL DOORS AND EXTERIOR DOORS/STOOPS ARE DIMENSIONED

AS SHOWN BELOW UNLESS NOTED OR DIMENSIONED

OTHERWISE.

8.

EQUIPMENT ABBREVIATIONS:

BRACE INTERIOR PARTITIONS PER ANSI CRITERIA.

COORDINATE OPENINGS IN WALLS w/ OTHER TRADES AND SEAL.

SEAL ALL PENETRATIONS THROUGH WALL TYPICAL.

10.

11.

FLOOR ASSEMBLY TO BE SMOKE BARRIER (NFPA -101 8.6.1)

12.

PROVIDE BULLNOSE CORNER BLOCKS @ ALL EXPOSED OUTSIDE

CORNERS OF CMU WALLS AND PARTITIONS UNLESS NOTED

OTHERWISE - TYPICAL.

13.

THESE DRAWINGS SHOULD BE USED TO DETERMINE THE

DESIGN INTENT. THE CONTRACTOR SHALL FIELD VERIFY ALL

WORK AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF

ANY DISCREPANCIES IN THE DOCUMENTS BEFORE

PROCEEDING. FAILURE TO DO SO WILL RESULT IN THE

CONTRACTOR TAKING FULL RESPONSIBILITY AND LIABILITY FOR

SAID DISCREPANCIES.

PROVIDE DRYWALL CONTROL JOINTS AT LOCATIONS INDICATED

ON DRAWINGS OR AT A MAXIMUM SPACING OF 30'-0" IN ANY

DIRECTION AND AT ALL JAMB STUDS AT ALL OPENINGS. - TYPICAL

14.

G.C. TO PROVIDE ALL BLOCKING IN WALLS FOR ALL BUILT-IN

CABINETS, COUNTERTOP SUPPORTS, GRAB BARS, ETC. PROVIDE

PLYWOOD BACKING FOR WALL MOUNTED ELECTRICAL, IT AND

TELEPHONE EQUIPMENT AS REQUIRED.

IN LOCATIONS WHERE DOORS ARE IN WALL ASSEMBLIES, HAVE

FURRED OUT DRYWALL WRAP BACK TO DOOR FRAME.

ALL WOOD BLOCKING AND BACKING SHALL BE FIRE RETARDANT

TREATED.

FEC - FIRE EXTINGUISHER CABINET & EXTINGUISHER

REF - REFRIGERATOR

EWC - ELECTRIC WATER COOLER

DO NOT SCALE DRAWINGS. WORK FROM DIMENSIONS SHOWN. IF

ADDITIONAL INFORMATION IS NEEDED, OR WHERE DRAWINGS OR

DRAWING SCALE APPEARS TO CONFLICT WITH INDICATED

DIMENSIONS, BRING TO THE ATTENTION OF THE ARCHITECT FOR

REVIEW.

NEW WALL CONSTRUCTION

PLAN LEGEND

DOOR TAG - REFER TO AE600 FOR

DOOR SCHEDULE AND DETAILS

ROOM

NAME

12346

NEW ROOM NAME AND NUMBERS

WALL TYPE INDICATOR

INTERIOR WALLS ARE TYPE A U.N.O

RE: AE540 FOR WALL TYPE DETAILS

FIRE EXTINGUISHER CABINET

CG

CORNER GUARD

REFER TO D8/AE541 FOR DETAIL

WPX

WALL PROTECTION

1. COORDINATE SCHEDULE OF OVERALL CONSTRUCTION AND DAY -

TO- DAY CONSTRUCTION OPERATIONS WITH OWNER'S SCHEDULE

REQUIREMENTS.

2. DIMENSIONS ARE TO FINISH FACE OF WALL OR CASEWORK

UNLESS NOTED OTHERWISE (UNO).

3. FIELD VERIFY PROJECT CONDITIONS PRIOR TO THE START OF, AND

AS NEEDED DURING THE COURSE OF CONSTRUCTION. BRING

DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT

CONSTRUCTION TO THE ATTENTION OF THE ARCHITECT FOR

REVIEW.

GENERAL CONSTRUCTION NOTES

FEC

EE

100 SF ROOM AREA

W.P.

WORK POINT

FD FLOOR DRAIN

RE: PLUMBING

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :3

P

M

Scale: As indicated

AE120

SECOND FLOOR PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

32 148

SCALE: 3/16" = 1'-0"AE120

F2 SECOND FLOOR PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

STAIRS

S-1

107 SF

CODING

SUPERVISOR

OFFICE

107 SF

ADMINISTRATIVE

OFFICER

177 SF

WOMEN'S

TOILET

322 171 SF

MEN'S

TOILET

47 SF

HAC

45 SF

IT

44 SF

ELECTRICAL

197 SF

CONF.

ROOM

246 SF

ELEVATOR

LOBBY

96 SF

MED

RECORDS

SUPERVISOR

96 SF

NON-VA

CARE

SUPV

101 SF

RECORD

MANAGER

OFFICER

103 SF

SCANNING

SUPV

151 SF

CHIEF

MAS

OFFICER

123 SF

HBU

SUPRVISOR

STAIRS

S-2

ELEVATOR

E-1

98 SF

ASST

CHIEF

MAS

OFF

F2

AE310

A B C D

HE

4.2

5.4

J

28 SF

COFFEE

C4

AE300

F4

AE300

36 SF

VESTIBULE

2220 SF

OPEN

OFFICE

1053 SF

OPEN

OFFICE

453 SF

OPEN

OFFICE

137 SF

CORRIDOR

445 SF

OPEN

OFFICE

311 SF

CORRIDOR

F1

AE310

F8

AE402

C0

AE160

MECHANICAL SHAFT

CG

F1

AE513

CG

CG (4)

CORNERS

TYP

CG CG

CG CG CG

CG

CG

CG

CG

U P

CG

B1

AE400

FEC

F5

AE401

F4

AE310

2.8

4.8

G

S2-3

319 3

S1-3

B

A

FEC

FEC

13'-8" 17'-0" 32'-8" 23'-6" 15'-10"1'-6"

1'-0" 5'-0" 2'-0" 5'-0"

1'-0"

1'-6" 1'-6"

1'-0"

4'-0" 2'-0" 6'-0" 2'-0" 6'-0" 1'-0" 1'-0"

6'-0" 2'-0" 6'-0"

10"

1'-2" 6'-0"

VERIFY

2'-11 1/4"

M .O

M .O

1'-6"

1'-10"

M.O.

3'-4" 3'-4"

M.O.

3'-4" 5'-10"

M.O.

3'-4" 8'-0"

M.O.

3'-4" 8'-0"

M.O.

3'-4" 7'-2"

M.O.

3'-4" 8'-0"

M.O.

3'-4"

4'-10"

7'-9"

1'-6"

1'-0" 5'-0" 2'-0" 5'-0" 1'-0"

PROVIDE

BLOCKING FOR

ACRYLIC

ARTWORK BY VA.

COORDINATE

LOCATIONS WITH

OWNER.

AE460

F3

F2

AE460

C1

1'-8" 5'-7" 2'-6" 6'-5"

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

F2

AE310

F2

AE310

CG

AE200

F1

AE200

F5

AE201

F1

AE201

F6

F6

AE310

F8

AE510

SIM

5'-11 1/2" 6'-2 1/2"

/2

10'-7 3/4" 11'-2 1/2" 10'-11" 10'-4 3/4" 10'-6"

13'-8" 17'-0" 32'-8" 23'-6" 15'-10"

F

F2

AE513

1'-6"

K

14'-4"

A

A

A

A

A A A A A

A A

A

A

A

AA

A

A

D

D D

F

F2

AE511

SIM

F6

AE510

SIM

F1

AE513

F8

AE511

SIM

F6

AE511

SIM

A

A

A

8 1/4"

12'-11 1/4"

11'-1 3/4"

6'-1"

F1

AE510

SIM

F3

AE510

SIM

F8

AE511

SIM F8

AE511

SIM

/2

7 1/2"

ALIGNFG

F

K

K

L

L

A

FD FD

K

E3

8 1/4"

A

CG

CG

CG

CG (4)

CORNERS

TYP

3'-2"

W.P.

8.00°

A

CG

CG CG CG

FD

F1

AE510

SIM

E4

AE160

SIM

/8

ROOF LINE

BELOW

D1

AE510

V A

R

IE

S

4'-4"

M.O.

3'-4"

7'-4"

M.O.

6'-4"

GENERAL NOTES:

1.

ALL WALLS EXTEND TO UNDERSIDE OF FLOOR/ROOF DECK

ABOVE UNLESS NOTED OTHERWISE.( WALLS EXTEND TO

BOTTOM OF TRUSS).

2.

ALLOW FOR 1/2" DEFLECTION WHERE WALL MEETS STRUCTURE

ABOVE. PROVIDE COMPRESSIBLE FILLER BETWEEN TOP OF

WALL AND STRUCTURE AT STANDARD WALL CONSTRUCTION AND

FIRESAFING AT RATED WALL CONSTRUCTION.

3.

4.

5.

6.

7.

9.

ALL DOORS AND EXTERIOR DOORS/STOOPS ARE DIMENSIONED

AS SHOWN BELOW UNLESS NOTED OR DIMENSIONED

OTHERWISE.

8.

EQUIPMENT ABBREVIATIONS:

BRACE INTERIOR PARTITIONS PER ANSI CRITERIA.

COORDINATE OPENINGS IN WALLS w/ OTHER TRADES AND SEAL.

SEAL ALL PENETRATIONS THROUGH WALL TYPICAL.

10.

11.

FLOOR ASSEMBLY TO BE SMOKE BARRIER (NFPA -101 8.6.1)

12.

PROVIDE BULLNOSE CORNER BLOCKS @ ALL EXPOSED OUTSIDE

CORNERS OF CMU WALLS AND PARTITIONS UNLESS NOTED

OTHERWISE - TYPICAL.

13.

THESE DRAWINGS SHOULD BE USED TO DETERMINE THE

DESIGN INTENT. THE CONTRACTOR SHALL FIELD VERIFY ALL

WORK AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF

ANY DISCREPANCIES IN THE DOCUMENTS BEFORE

PROCEEDING. FAILURE TO DO SO WILL RESULT IN THE

CONTRACTOR TAKING FULL RESPONSIBILITY AND LIABILITY FOR

SAID DISCREPANCIES.

PROVIDE DRYWALL CONTROL JOINTS AT LOCATIONS INDICATED

ON DRAWINGS OR AT A MAXIMUM SPACING OF 30'-0" IN ANY

DIRECTION AND AT ALL JAMB STUDS AT ALL OPENINGS. - TYPICAL

14.

G.C. TO PROVIDE ALL BLOCKING IN WALLS FOR ALL BUILT-IN

CABINETS, COUNTERTOP SUPPORTS, GRAB BARS, ETC. PROVIDE

PLYWOOD BACKING FOR WALL MOUNTED ELECTRICAL, IT AND

TELEPHONE EQUIPMENT AS REQUIRED.

IN LOCATIONS WHERE DOORS ARE IN WALL ASSEMBLIES, HAVE

FURRED OUT DRYWALL WRAP BACK TO DOOR FRAME.

ALL WOOD BLOCKING AND BACKING SHALL BE FIRE RETARDANT

TREATED.

FEC - FIRE EXTINGUISHER CABINET & EXTINGUISHER

REF - REFRIGERATOR

EWC - ELECTRIC WATER COOLER

DO NOT SCALE DRAWINGS. WORK FROM DIMENSIONS SHOWN. IF

ADDITIONAL INFORMATION IS NEEDED, OR WHERE DRAWINGS OR

DRAWING SCALE APPEARS TO CONFLICT WITH INDICATED

DIMENSIONS, BRING TO THE ATTENTION OF THE ARCHITECT FOR

REVIEW.

NEW WALL CONSTRUCTION

PLAN LEGEND

DOOR TAG - REFER TO AE600 FOR

DOOR SCHEDULE AND DETAILS

ROOM

NAME

12346

NEW ROOM NAME AND NUMBERS

WALL TYPE INDICATOR

INTERIOR WALLS ARE TYPE A U.N.O

RE: AE540 FOR WALL TYPE DETAILS

FIRE EXTINGUISHER CABINET

CG

CORNER GUARD

REFER TO D8/AE541 FOR DETAIL

WPX

WALL PROTECTION

1. COORDINATE SCHEDULE OF OVERALL CONSTRUCTION AND DAY -

TO- DAY CONSTRUCTION OPERATIONS WITH OWNER'S SCHEDULE

REQUIREMENTS.

2. DIMENSIONS ARE TO FINISH FACE OF WALL OR CASEWORK

UNLESS NOTED OTHERWISE (UNO).

3. FIELD VERIFY PROJECT CONDITIONS PRIOR TO THE START OF, AND

AS NEEDED DURING THE COURSE OF CONSTRUCTION. BRING

DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT

CONSTRUCTION TO THE ATTENTION OF THE ARCHITECT FOR

REVIEW.

GENERAL CONSTRUCTION NOTES

FEC

EE

100 SF ROOM AREA

W.P.

WORK POINT

FD FLOOR DRAIN

RE: PLUMBING

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :3

P

M

Scale: As indicated

AE130

THIRD FLOOR PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

33 148

SCALE: 3/16" = 1'-0"AE130

F2 THIRD FLOOR PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

ROOF DRAIN

RE: E3/AE520

OVERFLOW

ROOF DRAIN

RE: E3/AE520

OVERFLOW

ROOF DRAIN

RE: E3/AE520

ROOF DRAIN

RE: E3/AE520

F2

AE310

A B C D

HE

4.2

5.4

JC4

AE300

F4

AE300

F1

AE310

F8

AE402

ROOF HATCH

F4

AE310

B1

AE520

MECHANICAL

EQUIPMENT

RE: MECHANICAL

2.8

4.8

G

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

ROOFTOP VENTILATOR

RE: MECHANICAL

OUTDOOR CAMERA

RE: TELECOM

(TYPICAL)

F6

AE310

F

F

3'-5 1/4"

1'-0 1/4"

16'-0"

/4

/4

K

K

STRUCTURE LOW POINT

HIGH

POINT

HIGH

POINT

STRUCTURE LOW POINT

1'-4"

" 1

METAL COPING

SYSTEM (TYPICAL)

ELEVATOR

SHAFT ROOF

LINE OF ELEVATOR

SHAFT WALL

BELOW

WALK PADS

(TYPICAL)

1'-4"

1'-4" 1'-4"

1'-4"

1'-4"

HIGH

POINT

HIGH

POINT

8'-0 1/2"

ROOF SADDLE

RD ODRD OD

EXHAUST FAN

REFER TO MECHANICAL

ROOF PLAN NOTES

SLOPE

SLOPE INDUCED BY STRUCTURE

RE: STRUCTURAL

SLOPE INDUCED BY TAPERED INSULATION.

1/2" PER 1'-0" SLOPE

1. ALL PENETRATIONS SHOWN AND NOT SHOWN ON THIS

DRAWING TO BE FLASHED/SEALED.

2. ABBREVIATIONS:

VTR - VENT THRU ROOF

RD - ROOF DRAIN

OD - OVERFLOW DRAIN

3. REFER TO SHEET AE520 FOR TYPICAL ROOF DETAILS.

4. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT

LOCATIONS AND SIZES OF ROOF PENETRATIONS.

5. REFER TO WALL SECTIONS FOR TYPICAL PARAPET CONDITIONS.

6. PROVIDE TAPERED INSULATION SADDLES AT ALL ROOF

MOUNTED EQUIPMENT TO PROVIDE POSITIVE DRAINAGE TO

NEAREST ROOF DRAIN. SLOPE SADDLES MINIMUM 1/2" PER FOOT.

7. TAPERED INSULATION SHOWN SHADED AT ROOF SADDLES.

8. ROOF DRAIN LOCATIONS ARE DIAGRAMMATIC IN NATURE AND

ARE INTENDED TO BE INSTALLED AT THE LOW POINTS OF THE

STRUCTURE TO PROMOTE DRAINAGE.

9. ADJUST AREAS OF INSULATION IN THE FIELD WITH TAPERED

INSULATION AS NECESSARY TO FACILITATE POSITIVE

DRAINAGE WHERE COORDINATION OF DECK SLOPE AND ROOF

DRAIN LOCATION MAKES ADDITIONAL INSULATION NECESSARY.

10. PROVIDE SPLASHBLOCK AT ALL DOWNSPOUTS THAT

TERMINATE AT ROOF. CONNECT DOWNSPOUT TO UNDERGROUND

STORM SEWER. REFER TO CIVIL.

11. COORDINATE INSTALLATION FLASHING WITH

LIGHTNING PROTECTION SYSTEM.

ROOF PAD

EDGE ZONE

4'-0" FROM PARAPET WALL, TYPICAL

CORNER ZONE

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :4

P

M

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

AE140

ROOF PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

34 148

SCALE: 3/16" = 1'-0"AE140

F2 ROOF PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

A B C D

HE

4.2

5.4

J

MECHANICAL

CORRIDOR

SPRINKLERS

IT

ELECTRICAL

ELEV.

MAC.

RM.

CORRIDOR

CORRIDOR

STAIRS

S-1

HAC

012 ELEVATOR

E-1

MECHANICAL SHAFT

MECHANICAL

SHAFT ABOVE

2.8

4.8

G

EXP

EXP

EXP

EXP

EXP

EXP

F

F

K

K

STEEL

LADDER

(PAINT)

MECHANICAL

AREAWAY

LOUVER

13'-51/2"

FIRE RATED GYP.

BD. CEILING

S

S S

S S

S S

S

S

SS

S

S

S

LIGHTING FIXTURE - REFER TO

ELECTRICAL DRAWINGS

EXIT LIGHT - REFER TO

ELECTRICAL DRAWINGS

SUPPLY DIFFUSER - REFER TO

MECHANICAL DRAWINGS

RETURN GRILL - REFER TO

MECHANICAL DRAWINGS

2'x2' SUSPENDED ACOUSTICAL

PANEL CEILING SYSTEM

5/8" GYPSUM BOARD CEILING

ON 3 5/8" METAL STUDS

DESCRIPTIONSYMBOL

REFLECTED CEILING

PLAN LEGEND

1.

2.

3.

4.

5.

6.

EXPOSED TO STRUCTURE

ABOVE

CEILING HEIGHT AFF

CONTROL JOINT IN GYPSUM

BOARD CEILING.

CJ

RECESSED LIGHT - REFER TO

ELECTRICAL

1-HOUR FIRE RATED PARTITION

PAINT ALL EXPOSED CONDUIT, METAL DECK,

PIPES, STRUCTURAL AND MISC. STEEL AND

DUCTWORK. DO NOT PAINT PROCESS PIPING.

SEE MECHANICAL AND ELECTRICAL DRAWINGS

FOR CEILING FIXTURE INFORMATION AND

LOCATIONS OF CEILING FIXTURES OR DEVICES

NOT DEPICTED HERE.

CENTER CEILING GRID IN ROOM UNLESS

OTHERWISE INDICATED. MINIMUM 6" CEILING

TILE AROUND THE PERIMETER.

PROVIDE SEALANT JOINT AT GYPSUM SOFFIT

INTERSECTION WITH WALL, TYP.

BASEMENT SHALL HAVE EXPOSED CEILING

THROUGHOUT, TYPICAL

REFERENCE ELECTRICAL AND MECHANICAL

DRAWINGS FOR COMPLETE LIST OF SYMBOLS

NOT INCLUDED ABOVE.

REFLECTED CEILING PLAN

NOTES

RATED WALL LEGEND

EXP

9'-6"

S

SPEAKER STROBE

RE: TELECOM

PUBLIC ADDRESS SPEAKER

RE: TELECOM

SMOKE DETECTOR

RE: TELECOM

LIGHTING FIXTURE (CHAIN HUNG) -

REFER TO ELECTRICAL DRAWINGS

CUBICLE CURTAIN TRACK.

CURTAIN PROVIDED BY VA

2-HOUR FIRE/SMOKE RATED

PARTITION

LINEAR SUPPLY DIFFUSER REFER

TO MEACHANICAL DRAWINGS

EXHAUST GRILL - REFER TO

MECHANICAL DRAWINGS

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :4

P

M

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

AE150

BASEMENT REFLECTED CEILING PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

35 148

SCALE: 3/16" = 1'-0"AE150

F2 BASEMENT REFLECTED CEILING PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

HE

4.2

5.4

J

HR

PROCESS

BENEFITS

HR

RECRUITMENT

HR

SPECIALIST

OFFICER

EXAM

EXAM

PHYS /

PROV

HR

PROCESS

HR

BENEFITS

SPECIALIST

HR

SPECIALIST

OFFICER

HR

SPECIALIST

OFFICER

HR

CHIEF

OFFICER

STAIRS

S-1

ELEVATOR

LOBBY

VESTIBULE

TREATMENT

AREA

RECORDS

STORAGE

OWC

WAITING

HR

BENEFIT

RA/FMLA

P.I.V.

P.I.V

ELEVATOR

E-1

ELECTRICAL

IT

HAC

WOMEN'S

TOILET

MEN'S

TOILET

STAIRS

S-2

TLT

MECHANICAL SHAFT

OPEN

OFFICE

OPEN

OFFICE

CORRIDOR

OPEN

OFFICE

ASSIST

HR

CHIEF

OFFICER

CORRIDOR

CORRIDOR

COFFEE

VESTIBULE

104 2.8

4.8

G

EXP

EXP

9'-0"

10'-0"

9'-6"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0" 9'-0" 9'-0"

9'-0"

9'-6"

9'-6"

9'-6"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

CONTINUOUS

SOFFIT VENT

RE: E4/AE140

9'-6"

9'-6"

9'-0"

7'-0"

F1

AE541

8'-0"

10'-0"

EQ EQ

E Q

E Q

1'-6"

8'-0"

9'-0"

9'-6"

9'-0" F6

AE310

7'-0"

9'-6"

6'-8"

9'-6"

F

K

K

9'-0"

E6

AE311

6'-6"6'-6"

/4

/2

2'-5 1/2"

4'-11 1/2"

1'-0" 1'-0"

ALIGN

ALIGN

F4

AE541

1'-0"

F1

AE541

F1

AE541

F1

AE541

F1

AE541

ALIGN

F1

AE541

F1

AE541

F1

AE541

D1

AE541

F1

AE541

F1

AE541 E4

AE541

1'-6"

1'-4"+/- 1'-2"+/-

ALIGN

S

S S

S

S S

S

SS

S

S

S

S

S S

SS

S

S

S

SS

SS

SS

S

S S

S

S

S

S

S

SS

S

S

S

1'-8"

E Q

E Q

EQ EQ

/2

E8

AE311

S S

S

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

LIGHTING FIXTURE - REFER TO

ELECTRICAL DRAWINGS

EXIT LIGHT - REFER TO

ELECTRICAL DRAWINGS

SUPPLY DIFFUSER - REFER TO

MECHANICAL DRAWINGS

RETURN GRILL - REFER TO

MECHANICAL DRAWINGS

2'x2' SUSPENDED ACOUSTICAL

PANEL CEILING SYSTEM

5/8" GYPSUM BOARD CEILING

ON 3 5/8" METAL STUDS

DESCRIPTIONSYMBOL

REFLECTED CEILING

PLAN LEGEND

1.

2.

3.

4.

5.

6.

EXPOSED TO STRUCTURE

ABOVE

CEILING HEIGHT AFF

CONTROL JOINT IN GYPSUM

BOARD CEILING.

CJ

RECESSED LIGHT - REFER TO

ELECTRICAL

1-HOUR FIRE RATED PARTITION

PAINT ALL EXPOSED CONDUIT, METAL DECK,

PIPES, STRUCTURAL AND MISC. STEEL AND

DUCTWORK. DO NOT PAINT PROCESS PIPING.

SEE MECHANICAL AND ELECTRICAL DRAWINGS

FOR CEILING FIXTURE INFORMATION AND

LOCATIONS OF CEILING FIXTURES OR DEVICES

NOT DEPICTED HERE.

CENTER CEILING GRID IN ROOM UNLESS

OTHERWISE INDICATED. MINIMUM 6" CEILING

TILE AROUND THE PERIMETER.

PROVIDE SEALANT JOINT AT GYPSUM SOFFIT

INTERSECTION WITH WALL, TYP.

BASEMENT SHALL HAVE EXPOSED CEILING

THROUGHOUT, TYPICAL

REFERENCE ELECTRICAL AND MECHANICAL

DRAWINGS FOR COMPLETE LIST OF SYMBOLS

NOT INCLUDED ABOVE.

REFLECTED CEILING PLAN

NOTES

RATED WALL LEGEND

EXP

9'-6"

S

SPEAKER STROBE

RE: TELECOM

PUBLIC ADDRESS SPEAKER

RE: TELECOM

SMOKE DETECTOR

RE: TELECOM

LIGHTING FIXTURE (CHAIN HUNG) -

REFER TO ELECTRICAL DRAWINGS

CUBICLE CURTAIN TRACK.

CURTAIN PROVIDED BY VA

2-HOUR FIRE/SMOKE RATED

PARTITION

LINEAR SUPPLY DIFFUSER REFER

TO MEACHANICAL DRAWINGS

EXHAUST GRILL - REFER TO

MECHANICAL DRAWINGS

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :4

P

M

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

AE151

FIRST FLOOR REFLECTED CEILING

PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

36 148

SCALE: 3/16" = 1'-0"AE151

F2 FIRST FLOOR REFLECTED CEILING PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

HE

4.2

5.4

J

MCA

PROGRAM

OFFICE

PAYROLL

SUPERVISOR

WOMEN'S

TOILET

MEN'S

TOILET

STAIRS

S-1

UNISEX

RR

ELEVATOR

LOBBY

BREAK

ROOM

ELEVATOR

E-1

CONFERENCE

ROOM

ELECTRICAL

IT

HAC

CHIEF

ASSISTANT

CHIEF

ACCOUNTING

SUPERVISOR

INTERNAL

AUDITOR

CFO

AFO

STAIRS

S-2

MECHANICAL SHAFT

OPEN

OFFICE

CORRIDOR

OPEN

OFFICE

OPEN

OFFICE

CORRIDOR

OPEN

OFFICE

COFFEE

VESTIBULE

204 2.8

4.8

G

EXP

EXP

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"9'-0"

9'-0"

9'-0"

9'-0"

9'-6"

9'-0"

9'-6"

9'-0"

9'-6"

" 1

8'-0" 8'-0"EQ EQ

E Q

E Q

" F6

AE310

7'-0"

F

K

K

1'-6"

9'-6"

9'-6"

9'-6"

ALIGN

ALIGN

F1

AE541

F1

AE541

F1

AE541

F1

AE541

F1

AE541

F1

AE541

F1

AE541

D1

AE541

1'-6"

ALIGN

S S

S

S S

S

S S

SS

S

S

SSS

SS

S

S

SS

S

S

S

S

S

S

S

S

S

S

1'-8"

E Q

E Q

8'-0"

LIGHTING FIXTURE - REFER TO

ELECTRICAL DRAWINGS

EXIT LIGHT - REFER TO

ELECTRICAL DRAWINGS

SUPPLY DIFFUSER - REFER TO

MECHANICAL DRAWINGS

RETURN GRILL - REFER TO

MECHANICAL DRAWINGS

2'x2' SUSPENDED ACOUSTICAL

PANEL CEILING SYSTEM

5/8" GYPSUM BOARD CEILING

ON 3 5/8" METAL STUDS

DESCRIPTIONSYMBOL

REFLECTED CEILING

PLAN LEGEND

1.

2.

3.

4.

5.

6.

EXPOSED TO STRUCTURE

ABOVE

CEILING HEIGHT AFF

CONTROL JOINT IN GYPSUM

BOARD CEILING.

CJ

RECESSED LIGHT - REFER TO

ELECTRICAL

1-HOUR FIRE RATED PARTITION

PAINT ALL EXPOSED CONDUIT, METAL DECK,

PIPES, STRUCTURAL AND MISC. STEEL AND

DUCTWORK. DO NOT PAINT PROCESS PIPING.

SEE MECHANICAL AND ELECTRICAL DRAWINGS

FOR CEILING FIXTURE INFORMATION AND

LOCATIONS OF CEILING FIXTURES OR DEVICES

NOT DEPICTED HERE.

CENTER CEILING GRID IN ROOM UNLESS

OTHERWISE INDICATED. MINIMUM 6" CEILING

TILE AROUND THE PERIMETER.

PROVIDE SEALANT JOINT AT GYPSUM SOFFIT

INTERSECTION WITH WALL, TYP.

BASEMENT SHALL HAVE EXPOSED CEILING

THROUGHOUT, TYPICAL

REFERENCE ELECTRICAL AND MECHANICAL

DRAWINGS FOR COMPLETE LIST OF SYMBOLS

NOT INCLUDED ABOVE.

REFLECTED CEILING PLAN

NOTES

RATED WALL LEGEND

EXP

9'-6"

S

SPEAKER STROBE

RE: TELECOM

PUBLIC ADDRESS SPEAKER

RE: TELECOM

SMOKE DETECTOR

RE: TELECOM

LIGHTING FIXTURE (CHAIN HUNG) -

REFER TO ELECTRICAL DRAWINGS

CUBICLE CURTAIN TRACK.

CURTAIN PROVIDED BY VA

2-HOUR FIRE/SMOKE RATED

PARTITION

LINEAR SUPPLY DIFFUSER REFER

TO MEACHANICAL DRAWINGS

EXHAUST GRILL - REFER TO

MECHANICAL DRAWINGS

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :5

P

M

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

AE152

SECOND FLOOR REFLECTED CEILING

PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

37 148

SCALE: 3/16" = 1'-0"AE152

F2 SECOND FLOOR REFLECTED CEILING PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

HE

4.2

5.4

J

CHIEF

MAS

OFFICER

HBU

SUPRVISOR

STAIRS

S-2

ADMINISTRATIVE

OFFICER

CODING

SUPERVISOR

OFFICE

ASST

CHIEF

MAS

OFF

SCANNING

SUPV

RECORD

MANAGER

OFFICER

NON-VA

CARE

SUPV

MED

RECORDS

SUPERVISOR

CONF.

ROOM

ELEVATOR

LOBBY

HAC

IT

ELECTRICAL

STAIRS

S-1 ELEVATOR

E-1

MEN'S

TOILET

WOMEN'S

TOILET

MECHANICAL SHAFT

ROOF

HATCH

OPEN

OFFICE

CORRIDOR

OPEN

OFFICE

CORRIDOR

OPEN

OFFICE

OPEN

OFFICE

COFFEE

VESTIBULE

304 2.8

4.8

G

9'-0" 9'-0"

9'-0" 9'-0" 9'-0"

9'-6"

9'-0"

9'-0" 9'-0"

9'-0"

9'-0"

9'-0"

9'-6"

9'-0"

9'-6"

9'-6"

9'-0"

9'-6"

9'-6"

9'-6"

8'-0"8'-0"

EQ EQ

E Q

E Q

8'-0"

7'-0"

F

K

K

11'-8"

11'-7"

1'-6"

ALIGN ALIGN

F1

AE541

F1

AE541

F1

AE541

F1

AE541

F1

AE541

F1

AE541

FIRE RATED

CEILING

FIRE RATED CEILING

F1

AE541

D1

AE541

1'-6"

S S

S

S S

S

SSS

SS

S

S

S

S

S

S

S

S

S

S

S

1'-8"

E Q

E Q

LIGHTING FIXTURE - REFER TO

ELECTRICAL DRAWINGS

EXIT LIGHT - REFER TO

ELECTRICAL DRAWINGS

SUPPLY DIFFUSER - REFER TO

MECHANICAL DRAWINGS

RETURN GRILL - REFER TO

MECHANICAL DRAWINGS

2'x2' SUSPENDED ACOUSTICAL

PANEL CEILING SYSTEM

5/8" GYPSUM BOARD CEILING

ON 3 5/8" METAL STUDS

DESCRIPTIONSYMBOL

REFLECTED CEILING

PLAN LEGEND

1.

2.

3.

4.

5.

6.

EXPOSED TO STRUCTURE

ABOVE

CEILING HEIGHT AFF

CONTROL JOINT IN GYPSUM

BOARD CEILING.

CJ

RECESSED LIGHT - REFER TO

ELECTRICAL

1-HOUR FIRE RATED PARTITION

PAINT ALL EXPOSED CONDUIT, METAL DECK,

PIPES, STRUCTURAL AND MISC. STEEL AND

DUCTWORK. DO NOT PAINT PROCESS PIPING.

SEE MECHANICAL AND ELECTRICAL DRAWINGS

FOR CEILING FIXTURE INFORMATION AND

LOCATIONS OF CEILING FIXTURES OR DEVICES

NOT DEPICTED HERE.

CENTER CEILING GRID IN ROOM UNLESS

OTHERWISE INDICATED. MINIMUM 6" CEILING

TILE AROUND THE PERIMETER.

PROVIDE SEALANT JOINT AT GYPSUM SOFFIT

INTERSECTION WITH WALL, TYP.

BASEMENT SHALL HAVE EXPOSED CEILING

THROUGHOUT, TYPICAL

REFERENCE ELECTRICAL AND MECHANICAL

DRAWINGS FOR COMPLETE LIST OF SYMBOLS

NOT INCLUDED ABOVE.

REFLECTED CEILING PLAN

NOTES

RATED WALL LEGEND

EXP

9'-6"

S

SPEAKER STROBE

RE: TELECOM

PUBLIC ADDRESS SPEAKER

RE: TELECOM

SMOKE DETECTOR

RE: TELECOM

LIGHTING FIXTURE (CHAIN HUNG) -

REFER TO ELECTRICAL DRAWINGS

CUBICLE CURTAIN TRACK.

CURTAIN PROVIDED BY VA

2-HOUR FIRE/SMOKE RATED

PARTITION

LINEAR SUPPLY DIFFUSER REFER

TO MEACHANICAL DRAWINGS

EXHAUST GRILL - REFER TO

MECHANICAL DRAWINGS

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :0

P

M

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

AE153

THIRD FLOOR REFLECTED CEILING

PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

38 148

SCALE: 3/16" = 1'-0"AE153

F2 THIRD FLOOR REFLECTED CEILING PLAN

N

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

NOTE 1: MOUNTING HEIGHTS SHOWN ARE PROPOSED FOR ALL ACCESSORIES AND FIXTURES

REQUIRED UNLESS OTHERWISE NOTED OR DIMENSIONED ON DRAWINGS FOR SPECIFIC

CONDITIONS.

PAPER TOWEL

DISPENSER ABOVE

COUNTERS

(B.F. DENOTES BARRIER

FREE REQUIREMENTS)

ELECTRIC

WATER

COOLER

SPOUT

HEIGHT

PAPER TOWEL

DISPENSER IN

BATH ROOMS

(B.F. MIN.)

2' - 6" (M

IN

(B .F

M A

X

1' - 3" (MIN.)

LINE OF WALL

ELEC. OUTLET

(SEE NOTE BELOW)

NOTE: ANY ELECT. OUTLET

NEAR SINKS IN B.F.. TOILET

ROOMS TO BE MOUNTED

33" TO 36" A.F.F. TO

LAVATORY

(B .F

M

A X

LINE OF OBSTRUCTION

MIRROR SIZE AS

SPECIFIED OR NOTED

BOTTOM OF

REFLECTING SURFACE

CLEAR TO 8" DEPTH MIN

ROBE

HOOK

(B .F

M

A X

TOILET

PAPER

HOLDER

1' - 0"

(MIN.)

3' - 6"

1 1/2"

1 1/2"

/2

7"-9" (TYP.)

FROM LIP OF

W.C. TO T.P.H

LINE OF WALL

39" - 41"

GRAB BAR

(MAX)

3' - 0"

SOAP

DISPENSER

HIGHEST

OPERABLE

PART

FIRE

EXTINGUISHER

CABINET

m m

B F

H A

N D

L E

H E

IG

H

T

BELOW BAR

TOILET PAPER

DISPENSER

GRAB BAR

3' - 0" 6"

(B .F

M

IN

/4

M A

X

TOILET ROOM NOTES:

1. PROVIDE WOOD BLOCKING IN GYPSUM BOARD PARTITIONS

AT WALL MOUNTED EQUIPMENT TYPICAL.

2. SLOP SINK TO HAVE 4'-0" FRP PANEL EACH WAY 4'-0" HIGH

WITH MOP HOLDER AND SHELF ABOVE.

AE460 D4

D

177 SF

WOMEN'S

TOILET

171 SF

MEN'S

TOILET

AE460D2

10'-0 1/4" 8'-8"

CGCG

CG

CG

CG

CG

6'-0 1/2" 5'-8" 7'-4 3/4"

EQ EQ

H1

K1

F1

L7

H1

L3

L2

K1

H1 A

DD

D

D D

A1

D1

AE513

/4

K1

L3H1

L7 H1

A

AA

A

A

A

A

A

A

E2

J

K

E1

E1

E1

E1

H2

H2

EWC

/2

L2

F1

F1

C1

C1

C1

C1

C1

AE460

F8

28 SF

COFFEE

CG CG

FEC

G

A A

A

H2 E1

5'-9 1/2"5'-4" A

AE460

F7

E

85 SF

TREATMENT

AREA

43 SF

TLT

CG

L3

H1

L7

F5

4'-1"

REF REF

REF

SPECIMEN

COUNTER

A A

C

C

L

E2

D

A

E2

5'-10 7/8" 10'-9 1/4"

E1 H2

E1

H2

PRIVACY CURTAIN TRACK.

CURTAIN BY VA, TYPICAL

L2

C1

E

54 SF

UNISEX

RR

CG

F1

L3

L2

H1

B1

L7

1'-7"

A A

A

E2

E1

H2

C1

AE460 D1

/4

A

A A

12'-4 3/4"

E1

110 SF

EXAM

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:3 :0

P

M

Scale: As indicated

AE160

ENLARGED FLOOR PLANS

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

WHITE04-12-18

39 148

SCALE: 3/8" = 1'-0"

TYPICAL MOUNTING HEIGHTS

SCALE: 3/8" = 1'-0"AE110

C0 ENLARGED TOILET ROOMS - TYPICAL

SCALE: 3/8" = 1'-0"AE110

E4 ENLARGED COFFEE STATION - TYPICAL

SCALE: 3/8" = 1'-0"AE110

B3 ENLARGED TREATMENT AREA - FIRST FLOOR

SCALE: 3/8" = 1'-0"AE120

D4 ENLARGED UNISEX RR - SECOND FLOOR

ACCESSORY SCHEDULE

KEY ITEM NAME

PROVIDED/

INSTALLED

B1 BABY CHANGING STATION GC/GC

C1 COAT HOOK GC/GC

E1 SOAP DISPENSER VA/GC

F1 FRAMED MIRROR GC/GC

H1 TOILET PARTITION MOUNTED TOILET TISSUE DISPENSER, DUAL-ROLL FOR TWO COMPARTMENT VA/GC

H2 WALL MOUNTED PAPER TOWEL DISPENSER VA/GC

K1 TOILET PARTITION MOUNTED FEMININE NAPKIN DISPOSAL VA/GC

L2 STAINLESS STEEL GRAB BAR 36" GC/GC

L3 STAINLESS STEEL GRAB BAR 42" GC/GC

L7 STAINLESS STEEL GRAB BAR 18" GC/GC

SCALE: 3/8" = 1'-0"AE110

E6 ENLARGED EXAM

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

FIRST FLOOR

816'-0"

SECOND FLOOR

829'-4"

THIRD FLOOR

842'-8"

T.O.S. LOW POINT

856'-0"

4.2

T.O.P

858'-10 1/2"

2.84.8

PREFINISHED ALUMINUM

COPING SYSTEM

COMPOSITE

METAL PANEL

SYSTEM

SPLIT FACE CMU ALUMINUM & GLASS

WINDOW (TYPICAL)

VISION GLAZING

(TYPICAL)

GRADE

RE: CIVIL

SGSG

CONTROL JOINT

S T

O R

E F

R O

N T

BOTTOM OF ELEV. PIT

797'-0"

D3

AE200

14'-8"

29'-4"

SGSG

SGSGSG

CONTROL

JOINT

FIRST FLOOR

816'-0"

SECOND FLOOR

829'-4"

THIRD FLOOR

842'-8"

T.O.S. LOW POINT

856'-0"

BASEMENT

801'-0"

F2

AE310

ABCDE

F1

AE310

T.O.P

858'-10 1/2"

F3

AE311

CJ

METAL GUARD

AND HAND RAIL

STEEL LADDER

(PAINT)

GRADE

RE: CIVIL

GRADE

RE: CIVIL

F

6" CURB

LOUVER

RE: MECHANICAL

3'-6"

OVERHEAD DOOR

RE: DOOR SCHEDULE

K

COMPOSITE

METAL PANEL

SYSTEM

VISION GLAZING

(TYPICAL)

BRICK REVEAL

(TYPICAL)

FACE BRICK

FACE BRICK 1

14'-0"

16" PAINTED CMU

PREFINISHED ALUMINUM

COPING SYSTEM

18'-8"17'-0"

SG SG SG SG SG SG

BUILDING ENVELOPE

LEGEND

CONTROL JOINT

RE: D5/AE541

CJ

FACE BRICK 1

MAIN COLOR - MATCH

EXISTING BUILDING 31

BRICK

FACE BRICK 2

ACCENT DARK

VISION GLAZING

CONCRETE (EXPOSED)

SAFETY GLAZINGSG

PREFINISHED ALUMINUM

COPING SYSTEM

COMPOSITE METAL

PANEL SYSTEM 1

COMPOSITE METAL

PANEL SYSTEM 2

SPLIT FACE CMU

1.