S06 Att Amend 0002 AE501 - BUILDING DETAILS.pdf

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Z2DA--Project # 695-19-131 Renovate and Expand Dialysis Clinic Clement J. Zablocki VA Medical Center Milwaukee, WI
Solicitation number
36C25220B0021
Issued by

About this file

This notice provides details for a construction project to renovate and expand a dialysis clinic at the Clement J. Zablocki VA Medical Center in Milwaukee, Wisconsin. The project includes demolishing and reconstructing ward 7AS to house the new dialysis clinic, which will relocate from the fifth floor. Construction work involves trades such as demolition, concrete, electrical, plumbing, mechanical, architectural, and specialty furnishings to support the dialysis mission. A dedicated air handling unit for 7AS will be installed to disconnect the ward from building 111's existing HVAC system. Hazardous materials abatement is required including asbestos floor and wall tiles and insulation. The project budget ranges from $2 million to $5 million. The solicitation is scheduled to post on May 13, 2020 with a bid opening on June 16, 2020. A pre-bid conference will be held. The project period of performance is 540 calendar days. This is a 100% SDVOSB set-aside issued by the Department of Veterans Affairs Veterans Health Administration VISN 12.

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File Type Posted
Amend 0005 00 01 10 TABLE OF CONTENTS.pdf PDF
Amend 0005 22 67 19.16 REVERSE-OSMOSIS WATER EQUIPMENT.pdf PDF
Amend 0005 08 71 13.11 LOW ENERGY DOOR OPERATORS.pdf PDF
S06 36C25220B0021 0005.pdf PDF
Amend 0005 01 91 00 COMMISSIONING REQUIREMENTS.pdf PDF
Amend 0005 01 01 10 SN SPECIAL NOTES.pdf PDF
Amend 0005 11 73 00 CEILING MOUNT PATIENT LIFT.pdf PDF
Amend 0005 14 92 00 PNEUMATIC TUBE SYSTEM.pdf PDF
Amend 0003 Photos Revised.pdf PDF
S06 36C25220B0021 0004.pdf PDF
AI601 - FINISH SCHEDULES.pdf PDF
Wage Determination 6.19.20.pdf PDF
Amend 0003 Photos.pdf PDF
SECTION 10 21 23 - CUBICLE CURTAIN TRACKS.pdf PDF
36C25220B0021 0003.pdf PDF
S06 Att Amend 0002 00 01 10 - TABLE OF CONTENTS.pdf PDF
S06 Att Amend 0002 EP100 - BASEMENT FLOOR OVERALL PLAN.pdf PDF
S06 Att Amend 0002 AI201 - INTERIOR FINISHES ELEVATIONS.pdf PDF
S06 Att Amend 0002 AE601 - DOOR_WINDOW SCHEDULE.pdf PDF
S06 36C25220B0021 0002.pdf PDF
S06 Att Amend 0002 28 05 13 - CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY.pdf PDF
S06 Att Amend 0002 10 21 23 - CUBICLE CURTAIN TRACKS.pdf PDF
S06 Att Amend 0002 01 74 19 - CONSTRUCTION WASTE MANAGEMENT.pdf PDF
S06 Att Amend 0002 GC101 - INFECTION CONTROL_PHASING PLAN.pdf PDF
S06 Att Amend 0002 09 05 16 - FLOOR PREP1.pdf PDF
S06 Att Amend 0002 ET102 - SEVENTH FLOOR SYSTEMS PLAN - DIVISION 28.pdf PDF
S06 Att Amend 0002 AD101 - SEVENTH FLOOR DEMOLITION PLAN.pdf PDF
S06 Att Amend 0002 MD101 - MECHANICAL DEMOLITION FLOOR PLAN - 7TH FLOOR.pdf PDF
S06 Att Amend 0002 10 14 00 - SIGNAGE.pdf PDF
S06 Att Amend 0002 12 24 00 - WINDOW SHADES.pdf PDF
S06 Att Site Visit Sign In 5.28.20.pdf PDF
S06 Att Amend 0002 03 30 53 - CAST-IN-PLACE CONCRETE.pdf PDF
S06 Att Amend 0002 QH101 - SEVENTH FLOOR EQUIPMENT PLAN.pdf PDF
S06 Att Amend 0002 01 91 00 - COMMISSIONING REQUIREMENTS.pdf PDF
S06 Att Amend 0002 22 07 11 - PLUMBING INSULATION.pdf PDF
S06 Att Amend 0002 ET101D - SEVENTH FLOOR DEMOLITION PLAN.pdf PDF
S06 Att Amend 0002 22 11 00 - FACILITY WATER DISTRIBUTION.pdf PDF
S06 Att Amend 0002 AI901 - SIGNAGE PLAN.pdf PDF
S06 Att Amend 0002 AI101 - FINISH WALL TREATMENT PLAN.pdf PDF
S06 Att Amend 0002 EP401 - ONE LINE DIAGRAM.pdf PDF
S06 Att Wage Determination 6.5.20.pdf PDF
Site Visit Sign In 5.20.20.pdf PDF
36C25220B0021 0001.docx DOCX document
Amend 0001 Specification 22 63 00.pdf PDF
Amend 0001 Specification 00 01 10.pdf PDF
Amend 0001 Specification 08 14 00.pdf PDF
Amend 0001 Specification 09 06 00.pdf PDF
Amend 0001 J_A Patient Ceiling Lift.pdf PDF
36C25220B0021-011.pdf PDF
36C25220B0021-012.pdf PDF
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Text version

EXTRUDED ALUMINUM

CENTER PLATE

EXPANSION JOINT

ASSEMBLY11 7/8"

NON SHRINK GROUT

FIRE SAFING

11"

4"

5/8" TYPE "X" GYPSUM BOARD

3-5/8" METAL STUD

FRAMING AT 16" O.C.

FRAME CONCEALED BY

FEATHERED JOINT COMPOUND

EXPANSION JOINT

ASSEMBLY

5 1/8" 5 1/8"

VERIFY WITH MANUFACTURER'S INSTRUCTIONS

1' - 2 1/4"

COORDINATE FRAMING

REQUIREMENTS WITH

MANUFACTURES INSTRUCTIONS

WALL FRAMING BEYOND

2 1/2" METAL STUD BRACING AT 32" O.C.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

6" 6"

M

IN

REFER TO REFLECTED CEILING PLAN

VARIES

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

5/8" TYPE "X" GYPSUM BOARD

REFER TO REFLECTED CEILING PLAN

VARIES

2 1/2" METAL STUD BRACING AT 32" O.C.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

TYPICAL WALL CONSTRUCTION,

RE: FLOOR PLAN AND WALL TYPES

FOR ADDITIONAL INFORMATION

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

6" M

IN

V A

R

IE

S

6" M

IN

V A

R

IE

S

2 1/2" METAL STUD BRACING ON BOTH

SIDES AT 48" O.C. - MIN. 3 LOCATIONS.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

4 7/8"

3-5/8" METAL STUD FRAMING AT 16" O.C.

ANCHOR TO STRUCTURE ABOVE

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

C

F3D.G

F0D.G

F0D.G

1' - 9 3/4"

3/

8" 1'

/8

F3A.Gi

F3A.Gi

1'

J

S3A.Gi

F0D.G

F3A.Gi

3'

/4

11" 7 1/4"

F3D.MR

F3A.Gi

S3A.Gi

S3C.G

F0D.G

F0D.G

1' - 6 1/4"

2'

/4

REPLACE EXISTING

EXPANSION JOINT

C

S3A.Gi

F0D.G

F0D.G

S3A.GiTBF3A.iTB

F3A.Gt

1/

2"

1'

/4

3'

/4

F3D.Gi

F3D.Gi

7 8

H

F3A.GiF0D.G

F3A.Gi

F0D.G

S3A.GiMR

1'

/4

/4

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

S3A.Gi

REPLACE EXISTING EXPANSION JOINT

REPLACE EXISTING

EXPANSION JOINT

1"

2' - 0 1/2"

1/

2"

1/ 8"

1'

/8

9"

F3B.Gt

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

1'

/2

3 5/8" METAL STUDS, TYP.

5/8" GYP. BOARD CEILING

CEILING MOUNTED

TELEVISION W/ FLUSH

MOUNTED NON-

ARTICULATING BRACKET

PRIVACY CURTAIN TRACK

GULDMAN PATIENT LIFT

RAIL, SEE GUL101-111

GULDMAN PATIENT LIFT

TRAVERSE, SEE

GUL101-111

ACOUSTIC TILE CEILING

C

LE

A R

7'

/8

7'

7/ 8"

8'

5/8" TYPE 'X' GYP BD

5 1/2" STEEL STUD TRACK

5 1/2" STEEL STUD @ 16" O.C.

ROCKWOOL BATT INSULATION

5 1/2" STEEL STUD TRACK

2 X 8 TREATED WOOD BLCOKING

FRICTION FIT ROCKWOOL

BATT INSULATION

1/2" EXTERIOR GLASS

MAT SHEATHING

1/2" TREATED WOOD SHIMS.

INFILL OPENINGS W/ LOW

EXPANSION, CLOSED-CELL

SPRAY FOAM INSULATION.

ALIGN STRUCTURE SO

FINISH FACE OF GYP BD

ALIGNS W/ FINISH FACE OF

SURROUNDING GYP BD.

2'

/2

1' - 4 1/2"

H

F3A.Gi S3A.GiF0D.G

F3D.G

F0D.G S3A.GiMR

F1D.G

1/ 4"

/4

1'

/4

11 1/2"

7 8

E

S3A.Gi

F3A.Gi

F0D.G

S3C.GS3C.G

F2D.G

F0D.G

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

2' - 2 1/2"

11"

1'

/2

S3A.GiF3D.Gi

F3A.Gi

REPLACE EXISTING EXPANSION JOINT

REPLACE EXISTING

EXPANSION JOINT

K F3A.Gt

F3A.GtF3A.Gt F0D.G

S3A.GiMR

F3A.Gt

S3A.1FiS3A.1FiS3A.1Fi

1'

/8

3/ 8"

/8

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

SEVENTH FLOOR

100' - 0"

5/8" TYPE 'X' GYP BD

6" STEEL STUD TRACK

5 1/2" STEEL STUD @ 16" O.C.

ROCKWOOL BATT INSULATION

6" STEEL STUD TRACK

2 X 8 TREATED WOOD

BLOCKING

FRICTION FIT ROCKWOOL

BATT INSULATION

1/2" EXTERIOR GLASS

MAT SHEATHING

1/2" TREATED WOOD SHIMS.

INFILL OPENINGS W/ LOW

EXPANSION, CLOSED-CELL

SPRAY FOAM INSULATION.

ALIGN STRUCTURE SO

FINISH FACE OF GYP BD

ALIGNS W/ FINISH FACE OF

SURROUNDING GYP BD.

MINI BLINDS OR BLACK

OUT SHADE, REFER TO

SPECIFICATIONS AND

FLOOR PLAN

EXISTING WINDOW

SOLID SURFACE SILL

3" 6 5/8"

9 5/8"

WOOD SHIMS ARE REQUIRED

AT JAMBS AND SILLS.

NOTE: COORDINATE MINIMUM REQUIRED

WALL THICKNESS WITH FIRE EXTINGUISHER

CABINET MANUFACTURER PRIOR TO

PURCHASE. SIZE AND TYPE OF

EXTINGUISHER MUST MEET ALL LOCAL AND

STATE CODE REQUIREMENTS.

RECESSED FIRE EXTINGUISHER

CABINET. REFER TO FLOOR OR

CODE PLANS FOR LOCATIONS.

ANCHOR CABINET TO DOUBLE

STUDS AT JAMBS.

METAL STUD RUNNER

BETWEEN VERTICAL STUDS

REFER TO FLOOR PLAN FOR WALL

TYPE.

M A

X

'-0

F R

O M

F

IN

IS

H

F

LO

O R

T

O H

A N

D

LE

O F

E X

T

IN

G U

IS

H

E R

9 10

K F3A.GtF3A.Gt

F0D.G

F0D.G

F3A.Gt

1' - 11" 10 7/8"

/8

3/ 8"

REPLACE EXISTING WALL EXPANSION JOINT

9 10

E

S3A.Gi

S3A.Gi

F0D.G

F2D.G

F2D.G

S3C.G

S3A.Gi

1' - 7 1/2" 11 1/2"

1'

/2

1'

K

S3A.1Fi

F3A.Gt

F0D.G

F0D.G

3' - 1 1/2" 11"

/4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\d v a lla n d in g h a m \D o c u m e n ts

\1

.1

.1

A v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/5

/2

:2

:1

P M

AE501

BUILDING DETAILS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

RING & DUCHATEAU, LLP.

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

414.778.1700

RENOVATE AND EXPAND

DIALYSIS CLINIC

5000 W National Ave, Milwaukee, WI 53295

695-19-131

03/26/2020

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 3" = 1'-0"AE501

1 EXPANSION JOINT COVER - FLOOR

SCALE: 3" = 1'-0"AE501

2 EXPANSION JOINT COVER - WALL

SCALE: 1 1/2" = 1'-0"AE501

6 TYPICAL BULKHEAD DETAIL

SCALE: 1 1/2" = 1'-0"AE501

5 TYPICAL BULKHEAD DETAIL

SCALE: 1 1/2" = 1'-0"AE501

3 TYPICAL BULKHEAD DETAIL - SINGLE STUD

SCALE: 1" = 1'-0"AE501

10 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

8 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

9 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

11 COLUMN WRAP DETAIL

SCALE: 3/4" = 1'-0"AE501

4 TYPICAL PATIENT BAY SECTION

SCALE: 1" = 1'-0"AE501

12 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

13 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

18 COLUMN WRAP DETAIL

SCALE: 1 1/2" = 1'-0"AE501

14 TYP. EXTERIOR WALL WINDOW SILL

SCALE: 1 1/2" = 1'-0"AE501

15 RECESSED FEC

SCALE: 1" = 1'-0"AE501

16 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

7 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

17 COLUMN WRAP DETAIL

Revisions: Date:

ADDENDUM 02 06/05/2020

File details come from the government source that posted it. Updated .