36C25219Q0424-002.pdf
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- WINDOW WASHING BASE + 4OYs Federal contract opportunity
- Solicitation number
- 36C25219Q0424
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36C25219Q0424 ATTACHMENT A -Site INFORMATION.pdf
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Text version
PARKING RAMP
BLDG #15
'D' WING
CH
IL
LE
R
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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AutoCAD SHX Text 13.7
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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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AutoCAD SHX Text 8.5
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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 8
AutoCAD SHX Text 996'-6"
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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"
AutoCAD SHX Text
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
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
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AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
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AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
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
AutoCAD SHX Text
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AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text F
AutoCAD SHX Text E
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AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text Office of Construction and Facilities Management
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EXPAND AMBULATORY SURGERY BUILDING 1
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3/28/2016
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WEST ELEVATION - A WING
AutoCAD SHX Text
EAST ELEVATION - A WING
AutoCAD SHX Text
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
AutoCAD SHX Text
NEW LADDER WITH CAGE
AutoCAD SHX Text
PHONE ANTENNA EQUIPMENT TO BE RELOCATED
AutoCAD SHX Text
NEW LADDER WITH CAGE
AutoCAD SHX Text
NORTH ELEVATION / PENTHOUSE
AutoCAD SHX Text
NEW LADDER WITH CAGE
AutoCAD SHX Text
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.