36C25219Q0424-002.pdf

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WINDOW WASHING BASE + 4OYs Federal contract opportunity
Solicitation number
36C25219Q0424
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

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36C25219Q0424 ATTACHMENT A -Site INFORMATION.pdf

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PARKING RAMP

BLDG #15

'D' WING

CH

IL

LE

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PL

AN

T

BL

DG

'C ' W

IN

G

'G ' W

IN

G

'A' WING

'B' WING

SWITCHGEAR

LAUNDRY

EMER. GENERATOR

WELL

PUMPHOUSE

MENTAL

HEALTH

CLINIC

ANIMAL LAB.

ENTRANCE

MAIN

U N

IV

E

R S

IT

Y

B A

Y D

R

IV

E H

IG

H

LA

N

D A

V E

/LOBBY

Veterans Affairs Department of

BLDG #7

BLDG #12

BLDG #1

BLDG #2

BLDG #13

BLDG #3

CENTER

BLDG #5

BL

DG

BLDG #4

ELEC.

VA KIDS

FENCE

ENTRANCE

OLD MAIN

BLDG #22

MRI

COMMUNITY LIVING CENTER

HOSPICE

MENTAL HEALTH

EMERGENCY

UNIVERSITY

OF

WISCONSIN

HOSPITAL

WM. S. MIDDLETON MEMORIAL VA HOSPITAL

SCALE:

11/2015 0 20 40 60 Ft.80 100

CO

NNEC

TI

NG C

ORR

ID

OR

CONNECTING CORRIDOR

BLDG #27

BLDG #17

BL

DG

BLDG #14

BLDG 20

CONTRACTOR PARKING

T E

M P

T R

A

IL

E R

CONNECTING CORRIDOR

BL

DG

SITE PLAN

Hazard storage

Feb 2017

C.2

D E

F.6

13100 watertown plank road suite 200 elm grove, wi 53122

Nagel Architects Project Number: 150503

Ring & DuChateau, LLP

17400 W. Capitol Drive

Brookfield, WI 53045

GRAEF

5126 W. Terrace Drive

Suite 111

Madison, WI 53718

Environmental Management Consulting, Inc.

W7748 County Highway V

Lake Mills, WI 53551

The Concord Group

55 E. Monroe Street

Suite 2850

Chicago, IL 60603

1/8" = 1'-0"

D4

1/8" = 1'-0"

A4

1/4" = 1'-0"

B5

AutoCAD SHX Text

AutoCAD SHX Text 8.5

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AutoCAD SHX Text 13.3

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PENTHOUSE PARAPET

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TOP OF PARAPET

AutoCAD SHX Text 1010'-8 3/4"

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LEVEL 9

AutoCAD SHX Text 1007'-10 1/4

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LEVEL 8

AutoCAD SHX Text 996'-6"

AutoCAD SHX Text 1026'-2 1/8"

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PENTHOUSE PARAPET

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TOP OF PARAPET

AutoCAD SHX Text 1010'-8 3/4"

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LEVEL 7

AutoCAD SHX Text 985'-0"

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LEVEL 9

AutoCAD SHX Text 1007'-10 1/4

AutoCAD SHX Text 1026'-2 1/8"

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PENTHOUSE PARAPET

AutoCAD SHX Text 1026'-2 1/8"

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LEVEL 9

AutoCAD SHX Text 1007'-10 1/4"

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TOP OF PARAPET

AutoCAD SHX Text 1010'-8 3/4"

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TOP CONCRETE SLAB

AutoCAD SHX Text 1011'-5 1/4"

AutoCAD SHX Text Drawing Title

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EXTERIOR BUILDING ELEVATIONS

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PENTHOUSE

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AS201

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JTH

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RF

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AutoCAD SHX Text Approved: Project Director

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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VA FORM 08-6231

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EXPAND AMBULATORY SURGERY BUILDING 1

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100% BID DOCUMENTS

AutoCAD SHX Text William S. Middleton VA Hospital, Madison, WI

AutoCAD SHX Text 607-15-142

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BLDG 1, FLOORS 4, 5, 6, 7, 8

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AutoCAD SHX Text 3/28/2016

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WEST ELEVATION - A WING

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EAST ELEVATION - A WING

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EXPANSION JOINT

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MECHANICAL LOUVER

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EXPANSION JOINT

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MECHANICAL LOUVER

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EXISTING INSULATED, EXTERIOR DUCTWORK

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NEW LADDER WITH CAGE

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PHONE ANTENNA EQUIPMENT TO BE RELOCATED

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NEW LADDER WITH CAGE

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NORTH ELEVATION / PENTHOUSE

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NEW LADDER WITH CAGE

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LIGHT

EJ

V e t e r a n s

A f f a i r s

D e p a r t m e n t o f t h r e e i n c h e o n e f o o t o n e a n d o n e h a l f i n c h n e f o o t o n e i n c h n e f o o t t h r e e q u a r t e r s i n n e f o o t o n e h a l f i n n e f o o t t h r e e e i g h t h s i n n e f o o t o n e q u a r t e r i n n e f o o t o n e e i g t h i n n e f o o t

VA FORM 08-6231, FEB. 1983

Revisions Date

DRAWING NO.

Project No.

Date

DrawnChecked

Location

Building No.

Drawing Title

Of fi ce o f Fa ci li ti es

Revisions Date Revisions Date Dwg. OfS H

E E

T

I

T L

E

P R

O J

E C

T

P L

O T

T

B Y

P

N

B L

E

F

C A

D D

A A I

A C d g n d s m i t h

H I I I

P L

O T

H e e r y

F l r

P l a n p

A M

P L

O

T E

Heery International

319.354.4700

Iowa City, IA 52240-4003

Suite 500, 125 South Dubuque Street, Inc. project number

0901700

MADISON, WI

MENTAL HEALTH CENTER

07/15/09

607-CSI-102

consultants

BLDG: #11CONSTRUCTION DOCUMENTS

" = 1’-0"8

1SCALE:

0 4’-0" 8’-0" 16’-0"

Project Title

RECORD DRAWING

REVISED DATE:

This drawing has been revised to represent a condition based upon information presented by the contractor at time of completion of the work.

08-31-2011

8’-4"

/4

EAST ELEVATION

1/8":1’-0"

WEST ELEVATION

1/8":1’-0"

NORTH ELEVATION

1/8":1’-0"

SOUTH ELEVATION

1/8":1’-0"

AA-201

EXTERIOR ELEVATIONS

DOI DOI

" = 1’-0"8

1SCALE:

0 4’-0" 8’-0" 16’-0"

135’-8"

135’-8"

124’-0"

112’-0"

135’-8"

124’-0"

112’-0"

135’-8"

124’-0"

112’-0"

100’-0"

1 2 3 4 5

5 4 3 2 1

A B C

D C B A

AA-301

AA-301

AA-301

ALUMINUM LOUVER - SEE SPECIFICATIONS

AA-301

TYPICAL

4" X 12" SCUPPER -

TYPICAL

4" X 12" SCUPPER -

TYPICAL

4" X 12" SCUPPER -

SYSTEM - TYPICAL

ALUMINUM CURTAIN WALL

GENERAL ELEVATION NOTES

’CJ’ INDICATES CONTROL JOINT.

1.

2.

AA-301AA-301AA-301

AA-301

18’-8"24’-0"18’-8"

9’-8"30’-8"30’-0"30’-8"

18’-8"24’-0"18’-8"

30’-8"30’-0"30’-8"9’-8"

40’-6"

AA-301

907.75’

905.5’905.5’

905.55’

907.75’

907.75’

905.55’

CONFIRM WITH CIVIL DRAWINGS

FINISH FLOOR ELEVATION

CONFIRM WITH CIVIL DRAWINGS

FINISH GRADE

CONFIRM WITH CIVIL DRAWINGS

FINISH FLOOR ELEVATION

CONFIRM WITH CIVIL DRAWINGS

FINISH GRADE

CONFIRM WITH CIVIL DRAWINGS

FINISH FLOOR ELEVATION

CONFIRM WITH CIVIL DRAWINGS

FINISH GRADE

CONFIRM WITH CIVIL DRAWINGS

FINISH GRADE

WITH CIVIL DRAWINGS

ELEVATION CONFIRM

FINISH FLOOR

ALUMINUM SUNSHADE - ALT. #1

AND SHEET AA-601

ALUMINUM CURTAINWALL - SEE SPECIFICATIONS

ALT #1

ALUMINUM SUNSHADE -

AND SHEET AA-601

SEE SPECIFICATIONS

ALUMINUM CURTAINWALL -

ALT. #1

ALUMINUM SUNSHADE -

AND SHEET AA-601

SEE SPECIFICATIONS

ALUMINUM CURTAINWALL -

PREFIN. COPING/ TYP.

TOSTOS

TOS TOS

CONC STOOP

CONC STOOP

100’-0" = 907.75’100’-0" = 907.75

LEVEL THREE FIN. FLOOR

LEVEL TWO FIN. FLOOR

LEVEL ONE FIN. FLOOR

FIN. FLOOR

LEVEL ONE

FIN. FLOOR

LEVEL TWO

FIN. FLOOR

LEVEL THREE

FIN. FLOOR

LEVEL THREE

FIN. FLOOR

LEVEL TWO

FIN. FLOOR

LEVEL ONE

124’-0"

FIN. FLOOR

LEVEL THREE

FIN. FLOOR

LEVEL TWO

FIN. FLOOR

LEVEL ONE

112’-0"

100’-0" = 907.75’

PREFIN. COPING/ TYP.

PREFIN. COPING/ TYP.PREFIN. COPING/ TYP.

CJ CJ CJ CJ CJ CJ CJ

CJ CJ

CJ

CJ CJ CJ

CJ CJ CJ CJ CJ CJ CJ

EJ

EJEJ

EJ

EJ

EJ

EJ EJ

EJ

AA-501

AA-501

RTU-1 - SEE MECHANICAL PLANS

MECHANICAL PLANS

RTU-1 - SEE

MECHANICAL PLANS

RTU-1 - SEE

MECHANICAL PLANS

RTU-1 - SEE

SECTION 08 80 00

SPANDREL GLAZING - SEE SPEC

SECTION 08 80 00

SPANDREL GLAZING - SEE SPEC

AA-301

ALUMINUM BREAKMETAL

ALUMINUM BREAKMETAL

F A

C E

B R

IC

K F

A C

E B

R

IC

K

F

C E

B R

C E

B R

IC

K

C O

L O

R

C O

L O

R

C O

L O

R

C O

L O

R

F A

C E

B R

IC

K

C O

L O

R

F A

C E

B R

IC

K F

A C

E B

R

IC

K

C O

L O

R

C O

L O

R

C O

L O

R

F A

C E

B R

IC

K

C O

L O

R

C

E B

R

C E

B R

IC

K F

A C

E B

R

IC

K

C O

L O

R

C O

L O

R

C O

L O

R

F A

C E

B R

IC

K

C O

L O

R

C

E B

R

905.55’

C O

L O

R

F A

C E

B R

IC

K

C O

L O

R

C

E B

R

C

E B

R

IC

K

C O

L O

R

C O

L O

R

F A

C E

B R

AA-501

AA-501

AA-501

AA-501

VERIFY VERIFY

VERIFYVERIFY

C O

L O

R

F A

C E

B R

IC

K F

A C

E B

R

IC

K

C O

L O

R

08 80 00.

UNLESS NOTED OTHERWISE. REFER TO SPEC SECTION

ALL GLAZING TO BE GREY-TINTED INSULATED TYPE LOWE-E

SOLDIER COURSE BRICK COLOR #1

SOLIDER COURSE BRICK COLOR #1

SOLDIER COURSE BRICK COLOR #1

SOLDIER COURSE BRICK COLOR #1

SOLDIER COURSE BRICK COLOR #1

COLOR #1

SOLDIER COURSE BRICK

EJ

EJ

EJ

SOLDIER COURSE BRICK #1

SOLDIER COURSE BRICK #1

SOLDIER COURSE BRICK #1

SOLDIER COURSE BRICK #1

SOLDIER COURSE BRICK #1

AA-401

LOCATION

OUT PANEL

FUTURE KNOCK

ANGLE

SHELF

PANEL LOCATION

JOINTS @ KNOCK-OUT

BETWEEN CONTROL

BRICK REMOVABLE

1 SD-1 : AMENDMENT NO. 1 - LINK CONSTRUCTION

9’-6 1/2"

VERIFY W/ STRUCT.

2/SF-503

PANEL/ REF.

OF KNOCK-OUT

ANGLE @ HEAD

PROVIDE LINTEL

SD-5 12-11-092

CJ

CJ

CJ

CJ

DASHED)

CORRIDOR (SHOWN

FUTURE CONNECTING

EXTENTS OF

3 SD-7

1L 2L

13’-5"7’-0"10’-3"

11’-4"7’-8"10’-8"

6’-2"

VERIFY

5 SD-16

4 SD-9

HIDE STEEL BEAM

ADDED EXTRA FACIA TO

HIDE STEEL BEAM

ADDED EXTRA FACIA TO

SP

GLASS

SPANDREL

SP

SP SP

GLASS

SPANDREL

SP SP

4 GLASS

SPANDREL

SP

SP

GLASS

SPANDREL

02-19-10

3-2-2010

FIFTH FLOOR

EL.950’-6"

FOURTH FLOOR

THIRD FLOOR

EL.927’-6"

SECOND FLOOR

EL.916’-0"

FIRST FLOOR

EL.904’-6"

GROUND FLOOR

EL.893’-0"

MIDDLE FLOOR

EL.938’-10 3/8"

B A

THIRD FLOOR

FOURTH FLOOR

EL.950’-6"

EL.927’-6"

SECOND FLOOR

EL.938’-10 3/8"

BA

EXTERIOR ELEVATIONS

AA-201

WEST ELEVATION - LINK @ MHC

1/8":1’-0"2

WEST ELEVATION - LINK @ LEVEL 3 / ZONE D

1/8":1’-0"

NORTH ELEVATION - LINK @ LEVEL 3 / ZONE D

1/8":1’-0"

EL.950’-6"

FOURTH FLOOR

THIRD FLOOR

EL.927’-6"

SECOND FLOOR

EL.916’-0"

FIRST FLOOR

EL.904’-6"

GROUND FLOOR

EL.893’-0"

MIDDLE FLOOR

EL.962’-0"

EL.950’-6"

EL.927’-6"

EL.916’-0"

EL.904’-6"

FIFTH FLOOR

FOURTH FLOOR

THIRD FLOOR

FIRST FLOOR

AA-302

SIM.

AA-301

SIM. SIM.

AA-301

SIM.

AA-301

SHEETS)

STRUCTURAL

(SEE ’SF’ -

COLUMNS

STRUCTURAL

LEVEL 3/ ZONE D

PARTIAL EAST ELEVATION

1/8":1’-0"

DN FF

5’-0" 5’-0"

5’-0"

LEVEL 3 / ZONE D

PARTIAL WEST ELEVATION -

1/8":1’-0"

S E E A

A -3

PATTERNING - REVEAL JOINT PATTERNS

5 1/8":1’-0"

EAST ELEVATION - LINK @ LEVEL 3 / ZONE D

EAST ELEVATION - LINK @ LEVEL 3 / ZONE D

1/8":1’-0" 7 1/8":1’-0"

EAST ELEVATION - LINK @ MHC

SIM.

AA-301

SIM.

AA-301

AA-301

SIM.

AA-302

SIM.

AA-501

AA-501

AA-501

AA-303

@ THIS LOCATION

TYPICAL HEAD & SILL

SYSTEM

ALUMINUM WINDOW

GROUT & RETURN

SYSTEM W/DRY JOINT

COMPOSITE WALL PANEL

3MM ALUMINUM

METAL FASCIA

PRE-FINISHED

EL.938’-10 3/8"

GROUND FLOOR

SECOND FLOOR

AA-501

AA-501

SILL @ THIS LOCATION

TYPICAL HEAD &

AA-501

SIM.

AA-501

METAL FASCIA

PRE-FINISHED

GROUT & RETURN

SYSTEM W/DRY JOINT

COMPOSITE WALL PANEL

3MM ALUMINUM SYSTEM

ALUMINUM WINDOW

SYSTEM

ALUMINUM WINDOW

GROUT & RETURN

SYSTEM W/DRY JOINT

COMPOSITE WALL PANEL

3MM ALUMINUM

METAL FASCIA

PRE-FINISHED

AA-501

AA-501

METAL FASCIA

PRE-FINISHED

GROUT & RETURN

SYSTEM W/DRY JOINT

COMPOSITE WALL PANEL

3MM ALUMINUM

METAL FASCIA

PRE-FINISHED

GROUT & RETURN

SYSTEM W/DRY JOINT

COMPOSITE WALL PANEL

3MM ALUMINUM

METAL FASCIA

PRE-FINISHED

GROUT & RETURN

SYSTEM W/DRY JOINT

COMPOSITE WALL PANEL

3MM ALUMINUM

SIM.

AA-501

AA-501

AA-501

AA-501 SIM.

SHEETS

COORDINATE W/M

LOUVER

W/M SHEETS

COORDINATE

LOUVER

V e t e r a f a i r s

D e p a r t m e n t o f t h r e e i n c h n e f o o t o n e a n d o n e h a l f i n c h n e f o o t o n e i n n e f o o t t h r e e q u a r t e r s i n n e f o o t o n e h a l f i n n e f o o t t h r e e e i g h t h s i n n e f o o t o n e q u a r t e r i n n e f o o t o n e e i g t h i n n e f o o t

VA FORM 08-6231, FEB. 1983

Revisions Date

DRAWING NO.

Project No.

Date

DrawnChecked

Location

Building No.

Drawing Title

Of fi ce o f Fa ci li ti es

Revisions Date Revisions Date Dwg. OfS

H E

T L

E

P R

O J

E C

T

P L

O T

T

P

B L

E

F

C A

D D

L I

N K

C A

D D

A A

L I

N K I

A C d g n d s m i t h

H I I I

P L

O T

H e e r y

F l r

P l a n p

P M

P L

T E

Heery International

319.354.4700

Iowa City, IA 52240-4003

Suite 500, 125 South Dubuque Street, Inc.

project number

0901700

TRUE NORTH KEY PLAN

MADISON, WI

consultants

" = 1’-0"8

1SCALE:

0 4’-0" 8’-0" 16’-0"

Project Title

PLAN NORTH

04/23/10

V

M

N T

L

H

A L

H

C

N T

R

L

N K

MHC

CONNECTING CORRIDOR

607-10-121

CONSTRUCTION DOCUMENTS

T.O.S.

PLANS

STRUCTURAL

SEE

1 8

3L 4L 5L

3L

T.O.S.

PLANS

STRUCTURAL

SEE

E.J.

DL

EL

SKEWED

2’-0"

A B C A.4

MATCH LINE

ELEVATION

T.O.S.

PLANS

STRUCTURAL

SEE

7’-0" 13’-0" 20’-0" 11’-7"

SHEETS)

STRUCTURAL

(SEE ’SF’ -

COLUMNS

STRUCTURAL

PROPOSED LINK BETWEEN MHC - LEVEL 3 / ZONE D

T.O.S.

PLANS

STRUCTURAL

SEE

PLANS

STRUCTURAL

SEE

T.O.S. T.O.S.T.O.S.

PLANS

STRUCTURAL

SEE

AL

BL

CL

F.F. = 124’-0"

EL.=931’-9"

F.F. = 112’-0"

EL.=919’-9’’

EL.=907’-9’’

F.F. = 100’-0"

EDGE OF BLDG. 11

SHEETS)

STRUCTURAL

(SEE ’SF’ -

COLUMNS

STRUCTURAL

T.O.S.

PLANS

STRUCTURAL

SEE

MATCH LINE

ELEVATION

MHC - FIRST FLOOR

MHC - SECOND FLOOR

MHC - THIRD FLOOR

PROPOSED LINK BETWEEN MHC - LEVEL 3 / ZONE D

T.O.S.

PLANS

STRUCTURAL

SEE

T.O.S.

PLANS

STRUCTURAL

SEE

MHC LINK - TOP OF PARAPET

EL.=

T.O.S.

PLANS

STRUCTURAL

SEE

18’-8"13’-4"26’-8"20’-0"20’-0"1’-10"

DRAIN

ROOF

A A.4

E.J.

A A.4

THIRD FLOOR

FOURTH FLOOR

EL.950’-6"

1 8

3L 4L 5L

3L

FOURTH FLOOR

THIRD FLOOR

SCUPPER

T.O.S.

PLANS

STRUCTURAL

SEE

T.O.S.

PLANS

STRUCTURAL

SEE

SE

E S

EC

TIO

N 1

/AA-3

1/ A A -3 S

IM

S E E S

E C T

IO

SCUPPERSCUPPER

SKEWED 2’-0"

A B C A.4

7’-0"13’-0"20’-0"11’-7"

T.O.S.

PLANS

STRUCTURAL

SEE

T.O.S.

PLANS

STRUCTURAL

SEE

T.O.S.

PLANS

STRUCTURAL

SEE

PLANS

STRUCTURAL

SEE

T.O.S.

2/ A A -3

S E E S

E C T

/A

A -3 S

IM

S E E S

E C T

FOURTH FLOOR

THIRD FLOOR

AL

BL

CL

F.F. = 124’-0"

EL.=931’-9"

EL.=

18’-8" 12’-10" 26’-8" 20’-0" 20’-0" 1’-10"

T.O.S.

PLANS

STRUCTURAL

SEE

T.O.S.

PLANS

STRUCTURAL

SEE

T.O.S.

PLANS

STRUCTURAL

SEE

T.O.S.

PLANS

STRUCTURAL

SEE

TOP OF PARAPET

MHC LINK -

THIRD FLOOR

MHC -

/A

A -3 S

IM

S E E S

E C T

LEVEL 8

996' - 6"

LEVEL 9

1007' - 10 1/4"

234567810111213141516 9

LEVEL 7

985' - 0"

PENTHOUSE PARAPET

1025' - 10 3/4"

8.5

TOP OF PARAPET

1010' - 8 3/4"

PRECAST CONC PANEL

W/ BRICK TO MATCH

EXISTING

AS-500

ALUM WINDOW SYSTEM AND PANELS

TO MATCH EXISTING

ALUM WINDOW SYSTEM AND PANELS

TO MATCH EXISTING

AS-500

01 01 01 01 03

13.3

CJ

01010101

CJ

WING DWING A

MA

TC

HL

IN

E

NEW CONSTRUCTIONEXISTING CONSTRUCTION

AS-500NEW FACE BRICK AT NEW STEEL LINTEL

-MATCH EXISTING

NEW FACE BRICK AT NEW STEEL LINTEL

-MATCH EXISTING

AS-500

13.7

NEW CONSTRUCTIONEXISTING CONSTRUCTION

PREFINISHED ALUM

SCUPPER PER SMACNA

DESIGN GUIDE

-THRU MASONRY WALL 2"

ABOVE ROOF INSULATION

ALTERNATE BID

STRUCTURE, EXTERIOR WALLS,

ROOF AND ROOFING WILL NOT BE

REMOVED AND REPLACED.

ALTERNATE BID

NEW WINDOWS WILL NOTE BE

INSTALLED IN LEVEL 8 - WING A AND THE

EXISTING MASONRY WALL WILL REMAIN.

AS-510

AS-500

LEVEL 8

996' - 6"

LEVEL 9

1007' - 10 1/4"

2 3 4 5 6 7 8 10 11 12 13 14 15

PENTHOUSE PARAPET

1025' - 10 3/4"

8.5

TOP OF PARAPET

1010' - 8 3/4"

AS-500

PRECAST CONC PANEL W/

BRICK TO MATCH EXISTING

13.3

NEW CONSTRUCTION EXISTING CONSTRUCTION

NEW CONSTRUCTION EXISTING CONSTRUCTION

CJ

MA

TC

HL

IN

E

WING D WING A

13.7

PREFINISHED ALUM SCUPPERS

PER SMACNA DESIGN GUIDE

-THRU MASONRY WALL 2"

ABOVE ROOF INSULATION

AS-610

EXISTING CONSTRUCTION

ALTERNATE BID

STRUCTURE, EXTERIOR WALLS,

ROOF AND ROOFING WILL NOT BE

REMOVED AND REPLACED.

ALTERNATE BID

STAIR #3 WILL NOT EXTEND UP FROM

LEVEL 8 TO THE PENTHOUSE.

A WING

B WING

D WING

LEVEL 8

996' - 6"

TOP OF PARAPET

1010' - 8 3/4"

PRECAST CONC

PANEL W/

BRICK TO MATCH

EXISTING

F.3 o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001

44 East Mifflin Street, Suite 700, Madison, Wisconsin 53703 Telephone 608.283.6300 Fax 608.283.6317

Kahler Slater Project No.

ARCHITECT:ENGINEERS: Drawing Title

Approved: Project Director

Project Title

Location

Project Number

Building Number

Drawing Number

Date Checked Drawn

Revisions: Date

Office of Construction and Facilities Management

VA FORM 08-6231

Department of Veterans AffairsDwg. of

10101 Innovation Drive - Suite 200, Milwaukee, WI 53266 Phone: 414.778.1700 / Fax: 414.778.2360 / r-d@ringdu.com

6402 Odana Road, Madison, WI 53719 Phone: 608.288.1108 / Fax: 608.288.1109

Copyright © 2013 Kahler Slater, Inc. All rights reserved.

211033.00

WM. S. MIDDLETON MEMORIAL

VETERAN'S HOSPITAL

CONSOLIDATE ICUs, 8A/8B

MADISON, WI

DECEMBER 5, 2013

PARTIAL EXTERIOR ELEVATIONS - LEVEL 8 & 9

AS-400

607-394

WS RA 36

1/8" = 1'-0"1 NORTHWEST ELEVATION - A WING

1/8" = 1'-0"2 SOUTHWEST ELEVATION - A WING

WINDOW SCHEDULE

MARK WIDTH HEIGHT

01 9' - 5" 6' - 1" 03 5' - 0" 6' - 1"

LOUVER SCHEDULE

MARK WIDTH HEIGHT

L1 10' - 0" 8' - 0" L4 8' - 0" 8' - 0"

1/8" = 1'-0"3 WEST ELEVATION - A WING

LEVEL 8

996' - 6"

LEVEL 9

1007' - 10 1/4"

18. 19 20 21 22 23 24 25 26 27 28 29

LEVEL 7

985' - 0"

PENTHOUSE PARAPET

1025' - 10 3/4"

17.6

AS-410

NEW EXTERIOR WALL CONSTRUCTIONEXISTING CONSTRUCTION

ALUMINUM WINDOW

SYSTEM W/ ALUM PANELS

TO MATCH EXISTING

TOP OF PARAPET

1010' - 8 3/4"

AS-510

AS-510

AS-510

AS-540

CURTAINWALL

LOUVER

METAL

PANEL

PRECAST CONC PANEL W/

BRICK TO MATCH EXISTING

ALUMINUM WINDOW SYSTEM

W/ ALUM PANELS

TO MATCH EXISTING

SPANDREL PANEL

SPANDREL

PANEL

SPANDREL

PANEL

0103 01

L1

CJ CJ CJ

CJ

01 01

CJ

NEW PRECAST CONC PANEL AT WINDOWS

-MATCH EXISTING

28.9

CJ

L4

WING BWING A

MA

TC

HL

IN

E

PREFINISHED ALUM SCUPPERS

PER SMACNA DESIGN GUIDE

-THRU MASONRY WALL 2"

ABOVE ROOF INSULATION

LEVEL 8

996' - 6"

LEVEL 9

1007' - 10 1/4"

18.1920212223242526272829

LEVEL 7

985' - 0"

PENTHOUSE PARAPET

1025' - 10 3/4"

17.6

AS-410

AS-410

TOP OF PARAPET

1010' - 8 3/4"

AS-510

AS-510

EXISTING WALL CONSTRUCTIONNEW EXTERIOR WALL CONSTRUCTION

AS-540

LOUVERMETAL PANEL

PRECAST CONC PANEL W/

BRICK TO MATCH EXISTING

ALUMINUM WINDOW SYSTEM W/

ALUM PANELS TO MATCH EXISTING

AS-510

010101010103

NEW CONSTRUCTION EXISTING CONSTRUCTION

L1

CJCJ CJ

CJ

WINDOW WASHER TIE OFF

-COORDINATE w/ STRUCTURAL

ROOF LADDER

28.9

WING B WING A

MA

TC

HL

IN

E

AS-540

PREFINISHED ALUM SCUPPERS

PER SMACNA DESIGN GUIDE

-THRU EXIST MASONRY WALL

2" ABOVE ROOF INSULATION

PREFINISHED ALUM SCUPPERS

PER SMACNA DESIGN GUIDE

-THRU MASONRY WALL 2"

ABOVE ROOF INSULATION

LEVEL 8

996' - 6"

LEVEL 9

1007' - 10 1/4"

C.

LEVEL 7

985' - 0"

TOP OF PARAPET

1010' - 8 3/4"

AS-510

AS-410

PRECAST CONC PANEL W/ BRICK TO MATCH EXISTINGSPANDREL PANEL

CURTAIN

WALL

EXIST PRECAST CONC PANEL TO REMAIN

C.3.F. D.1.E.1. C.1.

PREFINISHED ALUM SCUPPER

PER SMACNA DESIGN GUIDE

-THRU EXIST MASONRY WALL 2"

ABOVE ROOF INSULATION

F.1

A WING

B WING

D WING

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

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001

44 East Mifflin Street, Suite 700, Madison, Wisconsin 53703 Telephone 608.283.6300 Fax 608.283.6317

Kahler Slater Project No.

ARCHITECT:ENGINEERS: Drawing Title

Approved: Project Director

Project Title

Location

Project Number

Building Number

Drawing Number

Date Checked Drawn

Revisions: Date

Office of Construction and Facilities Management

VA FORM 08-6231

Department of Veterans AffairsDwg. of

10101 Innovation Drive - Suite 200, Milwaukee, WI 53266 Phone: 414.778.1700 / Fax: 414.778.2360 / r-d@ringdu.com

6402 Odana Road, Madison, WI 53719 Phone: 608.288.1108 / Fax: 608.288.1109

Copyright © 2013 Kahler Slater, Inc. All rights reserved.

211033.00

WM. S. MIDDLETON MEMORIAL

VETERAN'S HOSPITAL

CONSOLIDATE ICUs, 8A/8B

MADISON, WI

DECEMBER 5, 2013

PARTIAL EXTERIOR ELEVATION - LEVEL 8 & 9

AS-401

607-394

WS RA 37

1/8" = 1'-0"1 SOUTHWEST ELEVATION - B WING

1/8" = 1'-0"2 NORTHWEST ELEVATION- B WING

1/8" = 1'-0"3 NORTHEAST ELEVATION - B WING

WINDOW SCHEDULE

MARK WIDTH HEIGHT

01 9' - 5" 6' - 1" 03 5' - 0" 6' - 1"

LOUVER SCHEDULE

MARK WIDTH HEIGHT

L1 10' - 0" 8' - 0" L4 8' - 0" 8' - 0"

A-9

A-9

A-10

A-9

A-8

A-10

A-12

AA-201

PENTHOUSE

EXTERIOR ELEVATION-

DN LL

NORTH ELEVATION

1/8":1’-0" 02

WEST ELEVATION

1/8":1’-0"

SOUTH ELEVATION

1/8":1’-0"

EXISTING PENTHOUSE

NEW PENTHOUSE

NEW PENTHOUSE NEW PENTHOUSE

GENERAL NOTES:

SOLID LINES INDICATE NEW CONSTRUCTION WHILE

BROKEN LINES (SCREENED LINES) INDICATE

COVERED IN A PREVIOUS DIVISION.

EXISTING CONSTRUCTION OR NEW CONSTRUCTION

6.

5.

4.

3.

2.

1.

FIELD VERIFY ALL GLASS AND ALUMINUM PANEL SIZES.

EXISTING METAL PANELS ON PENTHOUSE ARE INDICATED

FROM EXISTING DRAWINGS. FIELD VERIFY CONFIGURATION

OF CORRUGATION.

SEE SHEET AA-601 FOR RE GLAZING WINDOW BAY TYPES.

GLAZE NEW METAL PANELS INTO EXISTING ALUMINUM

FRAMES FOR WEATHER TIGHT CONDITION. TEST FOR

WEATHER TIGHTNESS PRIOR TO INTERIOR ENCLOSURE BY

PARTITIONS.

7.

MATCH CORRUGATIONS AND PROVIDE WEATHER TIGHT SEAL

BETWEEN NEW AND EXISTING PANELS. PROVIDE MINIMUM 6"

LAP OF NEW PANEL OVER EXISTING.

PRE FINISHED STEEL COPING (TYP.)

SHOP FABRICATED ONE PIECE

MITERED EXTERNAL AND

INTERNAL CORNERS (TYPICAL)

8. 2

AA-301

AA-301

PRE FINISHED STEEL COPING (TYP.)

AA-301MECHANICAL LOUVER SEE MH

SHEETS FOR COORDINATION

SEE AA-601 FOR DETAILS

MECHANICAL LOUVER SEE MH

SHEETS FOR COORDINATION

SEE AA-601 FOR DETAILS

ROOF ACCESS SEE PLAN

FOR DOOR NUMBER

AA-301

REMOVE PROTECT AND

PRESERVE EXISTING

VA SIGN FOR

REINSTALLATION

AA-301

ALL PANEL LAPS SHALL HAVE TWO CONTINUOUS BEADS OF

BUTYL SEALANT.

INDICATES OPENING TYPE FOR REGLAZING. SEE

SHEET AA-601 FOR OPENING TYPES.

EXISTING LOUVER TO BE REMOVED. INFILL

WITH SALVAGED METAL PANEL SYSTEM.

8’-0"8’-0"

KNOCK OUT PANEL SEE SHEET

AA-501 FOR DETAILS.

COORDINATE LOCATION

WITH STRUCTURE.

RELIEF HOOD

AND LOUVER

SEE DETAIL

11, MM-301

RELIEF HOOD

AND LOUVER

SEE DETAIL

11, MM-301

SHOP FABRICATED

ONE PIECE MITERED

EXTERNAL AND

INTERNAL CORNERS

(TYPICAL)

2 1 1 1 1 1 1

L2

5 3 3 4

L1

GLAZING FILM

RE: SPECIFICATIONS

t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t o n e e ig t h in n e f o o t

VA FORM 08-6231, FEB. 1983

S H

E

IT

L E

P R

O J E

C T

P L

O T

T

P

B L

E

F

C

A D

D

A A

IA

C .d g n f f e ls e r

R ip lo t

H e e r y F lr

P la n .p

:3

A

M

P L

T E

Heery International Inc.

125 South Dubuque Street, Suite 500, Iowa City, IA 52240-4003

319.354.4700 project number

08-30600

BLDG: ONEL

E

V E

L S

U R

G

IC

A L S

U

IT

E R

E P

L A

C E

M E

N T

MADISON, WI

607-388

EXPAND SURGICAL SUITES

7A/D & 8A

10/29/09

CONSTRUCTION DOCUMENTS

SCALE: 18" = 1’-0"

0 4’-0" 8’-0" 16’-0"

10/29/09 Date

Project No.

DRAWING NO.

Dwg. Of

Project Title

DrawnCheckedBuilding No.

Location Of fi ce o f Fa ci lit ie s

D e p a r t m e t

V e t e r a f a i r s

DateRevisions Date Revisions RevisionsDate

Drawing TitleFINAL SUBMISSION CONSTRUCTION DOCUMENTS

1 432 65 87 9 10

EL.1021’-1"

ROOF

EL.1010’-2"

PENTHOUSE

EL.996’-6"

EIGHTH FLOOR

EL.985’-0"

SEVENTH FLOOR

C DB E

EL.1021’-1"

ROOF

EL.1010’-2"

PENTHOUSE

EL.996’-6"

EIGHTH FLOOR

EL.985’-0"

SEVENTH FLOOR

EL.1021’-1"

ROOF

EL.1010’-2"

PENTHOUSE

EL.996’-6"

EIGHTH FLOOR

EL.985’-0"

SEVENTH FLOOR

7 6 5 4 3 2 1

Site Plan - Feb 2017
AwingElevationview2019
Bldg1_OriginalElevation1949
Bldg2_elevationview 2019
Bldg22_Elevations
References
gg_ab01, gg_ab01-0901700-IAC.dgn
elev1, a_nel01-0901700-IAC.dgn, Default
elev2, a_nel01-0901700-IAC.dgn, Default
elev3, a_nel01-0901700-IAC.dgn, Default
elev4, a_nel01-0901700-IAC.dgn, Default
elev2-1, a_nel01-0901700-IAC.dgn, Default
Bldg22ConnectionCorridor_Elevation2011
BwingElevationview2019
CentralAC_Elevationview1990
CentralAC_Elevationview1990_pt2
ConnectionCorridor_Elevation2012
D-Wing North Elevation pre 2012
D-Wing South Elevation pre2012
D-Wing West Elevation pre2012
DwingElevationview2012
AA-201-0830600-IAC
References
gg_ab01, gg_ab01-0830600-IAC.dgn
a_nel01-S, a_nel01-0830600-IAC.dgn, Default
a_nel01-W, a_nel01-0830600-IAC.dgn, Default
a_nel01-N, a_nel01-0830600-IAC.dgn, Default

File details come from the government source that posted it.