S02 - 695-22-121_100pc Bid Final_Drawings Part1.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

NORTH

VICINITY MAP

PROJECT TEAM DRAWING SHEET INDEX

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.bodwegroup.com

1635 Prince Street Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

NORTH

LOCATION MAP

VA MILWAUKEE CAMPUS

Au to de sk

D oc s:

//2

VA

M ilw au ke e Bl dg

F ac ad e W or k/

V

A M ilw au ke e

Bl dg

F ac ad e

W or k-

AR

C H

_R

.rv t

3/

/2

:2 0:

P

M

CLEMENT J. ZABLOCKI VA MEDICAL CENTER

ALLIANCE | SEVEN GENERATIONS A+E JV

600 E. MICHIGAN AVENUE, Ste B

KALAMAZOO, MI 49007

PHONE: 269.927.0144

BODWEGROUP.COM

5000 W NATIONAL AVE

MILWAUKEE, WI, 53295

WISS, JANNEY, ELSTNER ASSOCIATES, INC.

330 PFINGSTEN ROAD

NORTHBROOK, IL 60062

847.272.7400

WJE.COM

HAZARDOUS MATERIAL SPECIALIST

ARC ENVIRONMENTAL

FAÇADE REPAIR CONSULTANT

1635 PRINCE STREET

ALEXANDRIA, VA 22314

PHONE: 202.617.8485

ALLIANCE.US.COM

CLEMENT J. ZABLOCKI VA MEDICAL CENTER

BUILDING 111 FACADE REPAIR

MILWAUKEE, WISCONSIN

MILWAUKEE, WISCONSIN

ARCHITECTURE/COST ESTIMATING:

TITLE SHEET BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE,

WI, 53295

695-22-121

PROJECT DIRECTOR

MARCH 16, 2026 JD NL

100% BID DOCUMENTS

G001

1311 HAUBERT STREET

BALTIMORE, MD 21230

443.864.7464

ARCENVIRONMENTAL.COM

SHEET DESCRIPTION

GENERAL

G001 TITLE SHEET

G002 GENERAL INFO & SYMBOL LEGEND

G003 ROOF PLANS AND ISOMETRICS

G004 ROOF AND ELEVATOR ACCESS FLOORS 1 AND 3

G005 ROOF PLAN ACCESS INFORMATION FLOORS 9 AND 11

ARCHITECTURAL

A200 EXTERIOR ELEVATIONS - 3 AND 1 (NORTH)

A201 EXTERIOR ELEVATIONS - 21 (SOUTH)

A202 EXTERIOR ELEVATIONS - 23 (SOUTH)

A203 EXTERIOR ELEVATIONS - 25 (SOUTH)

A204 EXTERIOR ELEVATIONS - 26 (WEST)

A300 ENLARGED ELEVATIONS

A301 WALL SECTIONS AND DETAILS

A302 REPAIR DETAILS

A303 REPAIR DETAILS

HAZARDOUS MATERIAL

HA200 HAZARDOUS MATERIALS LOCATION PLAN ELEVATIONS 3 AND 1 (NORTH)

HA201 HAZARDOUS MATERIALS LOCATION PLAN ELEVATIONS 21 (SOUTH)

HA202 HAZARDOUS MATERIALS LOCATION PLAN ELEVATIONS 23 (SOUTH)

HA203 HAZARDOUS MATERIALS LOCATION PLAN ELEVATIONS 25 (SOUTH)

HA204 HAZARDOUS MATERIALS LOCATION PLAN ELEVATIONS 26 (WEST)

PROJECT LOCATION

100% BID DOCUMENTS

BUILDING 111

Revisions: Date:

ARCHITECTURAL ABBREVIATIONS

@ AT

A/C AIR CONDITIONING/AIR CONDITIONER

ACOUS ACOUSTICAL

ADJ ADJUST, ADJUSTABLE

AL ALUMINUM

AP ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

B BASE

BAR BARRIER

BD BOARD

BF BARRIER FREE

BKT BRACKET

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

CAB CABINET

CE COLUMN ENCLOSURE

CIR CIRCLE

CL CENTER LINE

CLG CEILING

CLR, CLEAR CLEARANCE

CJ CONTROL JOINT

CLO CLOSET

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CSS CLINICAL SERVICE SINK

CT CERAMIC TILE

CTR CENTER

CUH CABINET UNIT HEATER

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA, D DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

EJ EXISTING EXPANSION JOINT

ELECT ELECTRICAL

ELEV ELEVATION

ENTR ENTRANCE

EQ EQUAL

EP ELECTRICAL PANEL

EXH EXHAUST

EXP EXPOSED

EXIST EXISTING

EXT EXTERIOR

EW EACH WAY

FA FIRE ALARM

FD FIRE DAMPER OR FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FL, FLR FLOOR

FLG, FLRG FLOORING

FURN FURNITURE, FURNACE

FWC FABRIC WALL COVERING

FT FEET, FOOT

GALV GALVANIZE(D)

GL GLASS

GWB GYPSUM WALLBOARD

GYP. BD GYPSUM BOARD

ID INSIDE DIAMETER

INSUL INSULATION

IN INCH(ES)

JAN, JC JANITOR'S CLOSET

HM HOLLOW METAL

HORIZ, HOR HORIZONTAL

HR HANDRAIL

HT HEIGHT

HW HEADWALL

LAM LAMINATED

LF LINEAL FEET

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MANUF MANUFACTURED, MANUFACTURER

MIN MINIMUM

MLD'G MOLDING

MTL METAL

N NORTH

NAT NATURAL

NIC NOT IN CONTRACT

NORM NORMAL

NTS NOT TO SCALE

O.C. ON CENTER

OPN'G OPENING

O, O2 OXYGEN

PLAST PLASTIC

PNT PAINT

PREFAB PREFABRICATED

PLYWD PLYWOOD

R RADIUS

RA RETURN AIR

REQ'D REQUIRED

RM ROOM

S SINK, SOUTH, SHINGLE

SA SUPPLY AIR

SAN SANITARY

SD SMOKE DAMPER

SECT SECTION

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS SERVICE SINK, STAINLESS STEEL

STD STANDARD

STOR STORAGE

SUSP SUSPEND(ED)

SYM SYMBOL, SYMMETRICAL

TLT TOILET

TYP TYPICAL

UNFIN UNFINISHED

UTIL UTILITY

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

VIF VERIFY IN FIELD

VT VINYL TILE

VWC VINYL WALL COVERING

W/ WITH

WC WATER CLOSET

WD WOOD

WNDW WINDOW

W. HTR WATER HEATER

W/O WITHOUT

WP WALL PROTECTION

ARCHITECTURAL SYMBOLS & PLAN INDICATORS

ELEVATION INDICATION

ENLARGED PLAN OR

DETAIL CALLOUT

PROPOSED SPOT

ELEVATION

EXISTING SPOT

ELEVATION

100.57'

100.57'

FLOOR JOIST OR

ROOF TRUSSES

STRUCTURAL SPAN

RAMP

@ 16" O.C.

2 x 12

1" per 12"

SLOPE UP

REVISION TAG W/

REVISION NUMBER

KEYNOTE TAG

WINDOW TAG W/

WINDOW TYPE

WALL SECTION CUT

COLUMN LINE

WALL TYPES

EXTERIOR ELEVATION

INDICATOR

BUILDING SECTION CUT

SHEET LOCATION

DETAIL NUMBER TYPICAL

DIMENSIONING

SET-BACK LINE

PROPERTY LINE

DOOR TAG W/

DOOR NUMBER

ROOM NAME/

ROOM NUMBER

60" DIAMETER CLEAR

WHEELCHAIR TURNING

SPACE - REFER TO PLAN

30" x 48" CLEAR FLOOR

AND GROUND SPACE

- REFER TO PLAN

CEILING HEIGHT TAG

EXISTING DOOR

NEW DOOR

DOOR IDENTIFICATION

DOOR TO ROOM SHALL REPEAT ROOM

NUMBER ASSIGNED TO ROOM. MULTIPLE

DOORS TO ROOM SHALL REPEAT ROOM

NUMBER WITH A POSTSCRIPT LETTER FOR

EACH ADDITIONAL DOOR REQUIRED.

101/101A/101B FOR NUMBER NEEDED.

DOOR IDENTIFICATION BY FLOOR

AND/OR ZONE SHALL BE AS FOLLOWS:

BASEMENT DOORS

FIRST FLOOR DOORS

SECOND FLOOR DOORS

THIRD FLOOR DOORS

CONTINUE FOR AS MANY FLOORS AS

REQUIRED.

ZONE A

ZONE B

ZONE C

A101 B101 C101

VIF

XX'-XX"+/-

XX'-XX"

NAME

ELEV. 100'-0"

View Name

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

AD101

TYPICAL TITLE FOR

SECTIONS & DETAILS

NORTH

View Name

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

TYPICAL TITLE FOR

PLAN VIEWS

W/ NORTH ARROW

AXXX

AXXX

AXXX

AXXX

4'-4"

A

W1

X

AX XX

XX

INTERIOR ELEVATION

INDICATOR

A100

A1.1

ROOM NAME

MAUSOLEUM

N. WASHINGTON DR.

WAREHOUSE WAY

VOLUNTEER DR.

AMBULANCE WAY

S. WASHINGTON DR.

S. WASHINGTON DR.

N.

W

AS

HI

NG

TO

N

DR

CONTRACTOR PARKING

W NATIONAL AVE.

W NATIONAL AVE.

CONTRACTOR LAY

DOWN SPACES

AMBULANCE DRIVE

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

GENERAL INFO & SYMBOL LEGEND BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JD NL

100% BID DOCUMENTS

G002

NORTH

SCALE: 1" = 200'

VA MKE CAMPUS MAP

ROOF ACCESS DOOR

ROOF ACCESS DOORS

ROOF ACCESS DOORS

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

ROOF PLANS AND ISOMETRICS BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JD NL

100% BID DOCUMENTS

G003

NORTH

SCALE: 1" = 40'-0"

ROOF PLAN LEVEL 3

NORTH

SCALE: 1" = 40'-0"

ROOF PLAN LEVEL 9

NORTH

SCALE: 1" = 40'-0"

ROOF PLAN LEVEL 11

SCALE:1 ROOF ISOMETRIC LEVEL 3

SCALE:2 ROOF ISOMETRIC LEVEL 9

SCALE:3 ROOF ISOMETRIC LEVEL 11

ROOF ACCESS DOORSROOF ACCESS DOORS

ROOF ACCESS DOOR

FA

C

A D

E

FA

C

A D

E

GLASS STRUCTURE

CONTRACTOR LAY DOWN SPACE

C

O N

TR

A

C

TO

R

LA

Y D

O W

N S

PA

C

E

C O

N

TR

A C

TO

R

LA

Y

D O

W N

S

PA

C E

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

ROOF AND ELEVATOR ACCESS FLOORS 1

AND 3

BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JD NL

100% BID DOCUMENTS

G004

SCALE: 1" = 20'-0"2 3RD FLOOR ROOF ACCESS

SCALE: 1" = 20'-0"1 1ST FLOOR CONTRACTOR ROUTE TO ELEVATORS

FA

C

A D

E

FACADE 26

FA

C

A D

E

FA

C

A D

E

FACADE 2

FA

C

A D

E

FA

C

A D

E

FACADE 24

FACADE 22

SO

LA

RI

UM

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

ROOF PLAN ACCESS INFORMATION FLOORS 9

AND 11

BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JD NL

100% BID DOCUMENTS

G005

SCALE: 1" = 20'-0"2 11TH FLOOR ROOF ACCESS

SCALE: 1" = 20'-0"1 9TH FLOOR ROOF ACCESS

(975.67)

LEVEL 01

ELEV. 83'-8"

LEVEL 02

ELEV. 97'-5 3/8"

LEVEL 03

ELEV. 111'-2 3/4"

LEVEL 04

ELEV. 122'-9 3/8"

LEVEL 05

ELEV. 134'-4"

LEVEL 06

ELEV. 145'-10 5/8"

LEVEL 07

ELEV. 157'-5 1/4"

LEVEL 08

ELEV. 168'-11 7/8"

LEVEL 09

ELEV. 180'-6 1/2"

LEVEL 10

ELEV. 192'-1 1/8"

P.H. FL. & TOP OF ROOF SLAB

ELEV. 203'-7 3/4"

AA CC FF GG HH JJ KK NNLL MM

3A3 3B3

3B4

3B5

3B6

3B7

3B8

3B9

3B10

3A4

3A5

3A6

3A7

3A8

3A9

3A10

1D3

1D4

1D5

1D6

1D7

1D8

1D9

1D10

1C3

1C4

1C5

1C6

1C7

1C8

1C9

1C10

1B3

1B4

1B5

1B6

1B7

1B8

1B9

1B10

1A3

1A4

1A5

1A6

1A7

1A8

1A9

1A10

ELEVATION 3 (NORTH) ELEVATION 1 (NORTH)

LOWER BUILDING ROOF

ELEV. 112'-0 3/4"

12"-16" 12"-16" +/-2'-6" +/-4'-0" +/-6'-4" +/-4'-0"

EJ EJ

EJ

EJEJ

C BC

A

D

F

E

GLASS STRUCTURE

N O

T

IN

S C

O

PE

A300

NOT IN SCOPE.

PROTECT DURING THE WORK.

A300

SEE 1/A200 FOR

ADJACENT VENEER

REBUILD AREA ON

ELEVATION 2

TYP.

TYP.

PROTECT EXISTING SOLARIUM. DO NOT

DAMAGE EXISTING SOLARIUM FRAMING

AT BRICK MASONRY EXTERIOR WALL

DURING THE WORK. REMOVE EXISTING

SURFACE-MOUNTED FASTENERS, AS

REQUIRED TO COMPLETE THE WORK.

REPLACE FASTENERS WITH NEW S.S.

FASTENERS TO MATCH EXISTING. INSTALL

NEW BACKER ROD AND SEALANT AT

JOINT BETWEEN SOLARIUM FRAME AND

NEW BRICK MASONRY VENEER.

REMOVE EXISTING SEALANT AND BACKING

MATERIAL AND INSTALL NEW BACKER ROD

AND SEALANT AT JOINT BETWEEN PRECAST

CONCRETE PANELS AND ROOF BASE

FLASHING PER 1/A303, TYP.

A301 TYP.

E

A301 TYP.

TYP.

J

ALT.

A

G

H

A301 TYP.

A301 TYP.

EJ

A300

SYMBOLS LEGEND

TOP OF STEEL

ELEV. 10'-0"

ELEVATION INDICATION

SHEET NO.

ELEVATION NUMBER

ENLARGED PLAN OR

SECTION INDICATOR

ORIGINAL

WINDOWS

COLUMN LINE

ELEVATION

INDICATOR

TYPICAL

DIMENSIONING

TYPICAL TITLE FOR

SECTIONS & DETAILS

NORTH ARROW

4'-4"

NORTH

A320

A 1.X

A 1.X

MATCH LINE

VIEW REFERENCE

1 View Name

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

A1.1

? KEYNOTE TAG

LOUVER

REMOVE AND REBUILD

BRICK MASONRY

EJ

EXISTING VERTICAL

EXPANSION JOINT IN

BRICK MASONRY VENEER

TO REMAIN

GENERAL NOTES

1.

2.

3.

4.

REFER TO SYMBOL LEGEND, GENERAL NOTES, KEYNOTES AND

DRAWINGS FOR EXTENT OF WORK

VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN

MODIFIED BY OWNER.

MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN

THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE

WITH COR ANY DISRUPTION IN SERVICES REQUIRED TO

PERFORM WORK OR TO MODIFY EXISTING PIPING,

DUCTWORK OR ANY ASSOCIATED EQUIPMENT.

ANY ADJACENT SYSTEMS OR COMPONENTS DAMAGED

DURING THE WORK SHALL BE REMOVED COMPLETELY AND

REPLACED IN KIND AT NO COST TO THE OWNER.

KEY PLAN

N

� 2

KEYED NOTES

REMOVE 12"-16" WIDE SECTIONS OF EXISTING BRICK MASONRY

VENEER ADJACENT TO PRECAST CONCRETE PANEL EDGES FULL HEIGHT

OF THE EXTERIOR WALL. REMOVE BRICK MASONRY UNITS TO

MAINTAIN EXISTING RUNNING BOND TO ACCOMMODATE TOOTHING

IN REPLACEMENT BRICK MASONRY UNITS. INSTALL NEW THROUGH-

WALL FLASHING WITH END DAMS AT SHELF ANGLES AND VERTICAL

CAVITY CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE

PANELS. REBUILD VENEER WITH BRICK MASONRY SALVAGED FROM

ELEVATIONS 1, 23, AND 26 (PRIMARILY AT CENTER PANELS). SALVAGED

BRICK MASONRY UNITS ARE TO BE TOOTHED IN WITH EXISTING BRICK

MASONRY TO REMAIN. DO NOT SALVAGE/USE REMOVED BRICK

MASONRY UNITS WITH JOINT SEALANT RESIDUE PRESENT. SEE 2/A300,

TYP.

A

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS. INSTALL NEW THROUGH-WALL

FLASHING WITH END DAMS AT SHELF ANGLES, VERTICAL CAVITY

CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE PANELS,

AND FLUID-APPLIED AIR/MOISTURE BARRIER OVER EXISTING CMU

BACKUP. REBUILD VENEER WITH NEW BRICK MASONRY TO MATCH

EXISTING SIZE, COLOR, AND FINISH. SALVAGE EXISTING BRICK UNITS

WHERE POSSIBLE FOR USE AT OTHER REBUILD AREAS. SEE 1/A300, TYP.

AFTER COMPLETION OF MASONRY REPAIRS, CLEAN EXISTING

MASONRY AND APPLY CLEAR PENETRATING WATER REPELLENT OVER

EXTERIOR SURFACE OF ALL BRICK MASONRY WALL AREAS.

MARK NOTES

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS AND EXISTING VERTICAL

EXPANSION JOINTS AT THE CORNER FULL HEIGHT OF THE EXTERIOR

WALL. INSTALL NEW THROUGH-WALL FLASHING WITH END DAMS AT

SHELF ANGLES, VERTICAL CAVITY CLOSURE FLASHING AT INTERFACE

WITH PRECAST CONCRETE PANELS, AND FLUID-APPLIED AIR/MOISTURE

BARRIER OVER EXISTING CMU BACKUP. REBUILD VENEER WITH NEW

BRICK MASONRY TO MATCH EXISTING SIZE, COLOR, AND FINISH.

SALVAGE EXISTING BRICK UNITS WHERE POSSIBLE FOR USE AT OTHER

REBUILD AREAS. SEE 1/A300, TYP.

REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL AND

INSTALL NEW TWO-STAGE SEALANT JOINT AT PRECAST CONCRETE

FASCIA BAND AND WALL PANEL JOINTS PER 2/A303, TYP.

B

C

D

E

F

CLEAN EXISTING PRECAST CONCRETE PANELS TO REMOVE SURFACE

SOILING IN PREPARATION FOR CONCRETE REPAIR COLOR MATCHING.

CLEANING TRIALS AT A LOCATION SELECTED DURING CONSTRUCTION

WILL BE REQUIRED TO FINALIZE THE MOST EFFECTIVE CLEANING

APPROACH. AFTER CLEANING AND REPAIRS ARE COMPLETED, APPLY

CLEAR PENETRATING WATER REPELLENT OVER EXTERIOR SURFACE OF

ALL PANELS.

G

AT ALL PUNCHED OPENINGS WITH ORIGINAL WINDOWS OR LOUVERS

IN PLACE, REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL

AND INSTALL NEW BACKER ROD AND SEALANT PER 1/A303. TYP.

H

I

J

PERFORM ISOLATED REPAIRS AT CRACKS AND SPALLS IN PRECAST

CONCRETE PANELS. REPAIR LOCATIONS AND APPROXIMATE

QUANTITEIS ARE INDICATED IN THE TABLES ABOVE. SEE 8, 9, AND

10/A302, TYP.

ALTERNATE 1 - IN LIEU OF FULL DISASSEMBLY AND RECLADDING,

PERFORM REPAIRS PER KEYNOTE A ALONG THE PRECAST CONCRETE

PANEL EDGES PER 2/A300, TYP.

ALTERNATE 2 - IN LIEU OF EXTENDING EXTERIOR WALL REPAIRS

AROUND INSET CORNER TO PRECAST CONCRETE PANEL ON NEXT

ELEVATION PER 3/A300, TERMINATE REPAIRS AT INSET CORNER PER

2/A302, SIM. AND INSTALL SEALANT AT VERTICAL INSET CORNER JOINT

IN CMU BACKUP.

23 2122

+/-2'-4"

B

GLASS STRUCTURE

NOT IN SCOPE

J

NOT IN SCOPE.

PROTECT DURING THE WORK.

E

ALT.

PROTECT EXISTING SOLARIUM. DO NOT DAMAGE

EXISTING SOLARIUM FRAMING AT BRICK MASONRY

EXTERIOR WALL DURING THE WORK. REMOVE EXISTING

SURFACE-MOUNTED FASTENERS, AS REQUIRED TO

COMPLETE THE WORK. REPLACE FASTENERS WITH NEW

S.S. FASTENERS TO MATCH EXISTING. INSTALL NEW

BACKER ROD AND SEALANT AT JOINT BETWEEN

SOLARIUM FRAME AND NEW BRICK MASONRY VENEER.

A300

TYP.

SEE 2/A200 FOR

ADJACENT VENEER

REBUILD AREA ON

ELEVATION 1.

A301 TYP.

A301 TYP.

NO WORK AT EXTERIOR

WALLS WITHIN SOLARIUM.

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

EXTERIOR ELEVATIONS - 3 AND 1 (NORTH) BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JR NL

100% BID DOCUMENTS

A200

SCALE: 1/8" = 1'-0"2 ELEVATIONS - 3 AND 1 (NORTH)

ELEVATION 3 - REPAIR QUANTITIES

PANEL DESIGNATION Crack (LF) Spall (SF)

3A3 8 0 3A4 7 0 3A5 18 6 3A6 20 2 3A7 22 0 3A8 20 0 3A9 26 0 3A10 18 0 3B3 9 0 3B4 7 4 3B5 6 0 3B6 13 0 3B7 7 0 3B8 15 0 3B9 24 0 3B10 20 0

Grand total: 16 240 12

ELEVATION 1 - REPAIR QUANTITIES

PANEL DESIGNATION Crack (LF) Spall (SF)

1A3 1 0 1A4 2 0 1A5 5 0 1A6 3 1 1A7 3 1 1A8 3 0 1A9 7 1 1A10 0 0

SCALE: 1/8" = 1'-0"1 ELEVATION 2 (WEST)

ELEVATION 1 - REPAIR QUANTITIES

PANEL DESIGNATION Crack (LF) Spall (SF)

1B3 5 0 1B4 2 0 1B5 0 1 1B6 1 0 1B7 4 0 1B8 0 0 1B9 1 0 1B10 2 0 1C3 6 0 1C4 5 0 1C5 6 0 1C6 7 0 1C7 8 0 1C8 8 0 1C9 8 0 1C10 2 0 1D3 5 0 1D4 6 1 1D5 6 0 1D6 8 0 1D7 10 1 1D8 20 1 1D9 6 1 1D10 5 0

Grand total: 32 155 8

SEE ADJACENT ELEVATION 1 SCHEDULE FOR GRAND TOTAL REPAIR QUANTITIES

ELEV. 83'-8"

LEVEL 02

ELEV. 97'-5 3/8"

A

LEVEL 03

ELEV. 111'-2 3/4"

LEVEL 04

ELEV. 122'-9 3/8"

LEVEL 05

ELEV. 134'-4"

LEVEL 06

ELEV. 145'-10 5/8"

LEVEL 07

ELEV. 157'-5 1/4"

LEVEL 08

ELEV. 168'-11 7/8"

LEVEL 09

ELEV. 180'-6 1/2"

LEVEL 10

ELEV. 192'-1 1/8"

P.H. FL. & TOP OF ROOF SLAB

ELEV. 203'-7 3/4"

BCEHK DJ

A

A

�EMERGENCY AMBULANCE ENTRY GARAGE AND SHED

ELEVATION 21 ELEVATION 19

12"-16" 12"-16"

EJEJ EJ EJ

CC

A

A

21C1

21A2 21B2

21A3 21B3

21A4 21B4

21A5 21B5

21A6 21B6

21A7 21B7

21A8 21B8

21A9 21B9

21A10 21B10

21D1

E NOT IN SCOPE

A302

�E

TYP.

INCLUDING EAST

SIDE OF CORNER

A301 TYP.

REMOVE EXISTING SEALANT AND

BACKING MATERIAL AND INSTALL

NEW BACKER ROD AND SEALANT AT

JOINT BETWEEN PRECAST CONCRETE

PANELS AND ROOF BASE FLASHING

PER 1/A303, TYP.

A300

TYP.

G

H

A301 TYP.

SYMBOLS LEGEND

TOP OF STEEL

ELEV. 10'-0"

ELEVATION INDICATION

SHEET NO.

ELEVATION NUMBER

ENLARGED PLAN OR

SECTION INDICATOR

ORIGINAL

WINDOWS

COLUMN LINE

ELEVATION

INDICATOR

TYPICAL

DIMENSIONING

TYPICAL TITLE FOR

SECTIONS & DETAILS

NORTH ARROW

4'-4"

NORTH

A320

A 1.X

A 1.X

MATCH LINE

VIEW REFERENCE

1 View Name

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

A1.1

? KEYNOTE TAG

LOUVER

REMOVE AND REBUILD

BRICK MASONRY

EJ

EXISTING VERTICAL

EXPANSION JOINT IN

BRICK MASONRY VENEER

TO REMAIN

GENERAL NOTES

1.

2.

3.

4.

REFER TO SYMBOL LEGEND, GENERAL NOTES, KEYNOTES AND

DRAWINGS FOR EXTENT OF WORK

VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN

MODIFIED BY OWNER.

MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN

THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE

WITH COR ANY DISRUPTION IN SERVICES REQUIRED TO

PERFORM WORK OR TO MODIFY EXISTING PIPING,

DUCTWORK OR ANY ASSOCIATED EQUIPMENT.

ANY ADJACENT SYSTEMS OR COMPONENTS DAMAGED

DURING THE WORK SHALL BE REMOVED COMPLETELY AND

REPLACED IN KIND AT NO COST TO THE OWNER.

KEY PLAN

N 21

KEYED NOTES

REMOVE 12"-16" WIDE SECTIONS OF EXISTING BRICK MASONRY

VENEER ADJACENT TO PRECAST CONCRETE PANEL EDGES FULL HEIGHT

OF THE EXTERIOR WALL. REMOVE BRICK MASONRY UNITS TO

MAINTAIN EXISTING RUNNING BOND TO ACCOMMODATE TOOTHING

IN REPLACEMENT BRICK MASONRY UNITS. INSTALL NEW THROUGH-

WALL FLASHING WITH END DAMS AT SHELF ANGLES AND VERTICAL

CAVITY CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE

PANELS. REBUILD VENEER WITH BRICK MASONRY SALVAGED FROM

ELEVATIONS 1, 23, AND 26 (PRIMARILY AT CENTER PANELS). SALVAGED

BRICK MASONRY UNITS ARE TO BE TOOTHED IN WITH EXISTING BRICK

MASONRY TO REMAIN. DO NOT SALVAGE/USE REMOVED BRICK

MASONRY UNITS WITH JOINT SEALANT RESIDUE PRESENT. SEE 2/A300,

TYP.

A

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS. INSTALL NEW THROUGH-WALL

FLASHING WITH END DAMS AT SHELF ANGLES, VERTICAL CAVITY

CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE PANELS,

AND FLUID-APPLIED AIR/MOISTURE BARRIER OVER EXISTING CMU

BACKUP. REBUILD VENEER WITH NEW BRICK MASONRY TO MATCH

EXISTING SIZE, COLOR, AND FINISH. SALVAGE EXISTING BRICK UNITS

WHERE POSSIBLE FOR USE AT OTHER REBUILD AREAS. SEE 1/A300, TYP.

AFTER COMPLETION OF MASONRY REPAIRS, CLEAN EXISTING

MASONRY AND APPLY CLEAR PENETRATING WATER REPELLENT OVER

EXTERIOR SURFACE OF ALL BRICK MASONRY WALL AREAS.

MARK NOTES

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS AND EXISTING VERTICAL

EXPANSION JOINTS AT THE CORNER FULL HEIGHT OF THE EXTERIOR

WALL. INSTALL NEW THROUGH-WALL FLASHING WITH END DAMS AT

SHELF ANGLES, VERTICAL CAVITY CLOSURE FLASHING AT INTERFACE

WITH PRECAST CONCRETE PANELS, AND FLUID-APPLIED AIR/MOISTURE

BARRIER OVER EXISTING CMU BACKUP. REBUILD VENEER WITH NEW

BRICK MASONRY TO MATCH EXISTING SIZE, COLOR, AND FINISH.

SALVAGE EXISTING BRICK UNITS WHERE POSSIBLE FOR USE AT OTHER

REBUILD AREAS. SEE 1/A300, TYP.

REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL AND

INSTALL NEW TWO-STAGE SEALANT JOINT AT PRECAST CONCRETE

FASCIA BAND AND WALL PANEL JOINTS PER 2/A303, TYP.

B

C

D

E

F

CLEAN EXISTING PRECAST CONCRETE PANELS TO REMOVE SURFACE

SOILING IN PREPARATION FOR CONCRETE REPAIR COLOR MATCHING.

CLEANING TRIALS AT A LOCATION SELECTED DURING CONSTRUCTION

WILL BE REQUIRED TO FINALIZE THE MOST EFFECTIVE CLEANING

APPROACH. AFTER CLEANING AND REPAIRS ARE COMPLETED, APPLY

CLEAR PENETRATING WATER REPELLENT OVER EXTERIOR SURFACE OF

ALL PANELS.

G

AT ALL PUNCHED OPENINGS WITH ORIGINAL WINDOWS OR LOUVERS

IN PLACE, REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL

AND INSTALL NEW BACKER ROD AND SEALANT PER 1/A303. TYP.

H

I

J

PERFORM ISOLATED REPAIRS AT CRACKS AND SPALLS IN PRECAST

CONCRETE PANELS. REPAIR LOCATIONS AND APPROXIMATE

QUANTITEIS ARE INDICATED IN THE TABLES ABOVE. SEE 8, 9, AND

10/A302, TYP.

ALTERNATE 1 - IN LIEU OF FULL DISASSEMBLY AND RECLADDING,

PERFORM REPAIRS PER KEYNOTE A ALONG THE PRECAST CONCRETE

PANEL EDGES PER 2/A300, TYP.

ALTERNATE 2 - IN LIEU OF EXTENDING EXTERIOR WALL REPAIRS

AROUND INSET CORNER TO PRECAST CONCRETE PANEL ON NEXT

ELEVATION PER 3/A300, TERMINATE REPAIRS AT INSET CORNER PER

2/A302, SIM. AND INSTALL SEALANT AT VERTICAL INSET CORNER JOINT

IN CMU BACKUP.

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

EXTERIOR ELEVATIONS - 21 (SOUTH) BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JR NL

100% BID DOCUMENTS

A201

SCALE: 1/8" = 1'-0"1 ELEVATION - 21 (SOUTH)

ELEVATION 21 - REPAIR QUANTITIES

PANEL DESIGNATION Crack (LF) Spall (SF)

21A2 3 0 21A3 16 0 21A4 13 2 21A5 16 1 21A6 13 0 21A7 24 0 21A8 16 0 21A9 20 0 21A10 26 0 21B2 26 0 21B3 26 1 21B4 20 0 21B5 16 1 21B6 24 0 21B7 26 6 21B8 5 0 21B9 10 0 21B10 24 0 21C1 6 0 21D1 0 0

Grand total: 20 330 11

ELEV. 83'-8"

LEVEL 02

ELEV. 97'-5 3/8"

LEVEL 03

ELEV. 111'-2 3/4"

LEVEL 04

ELEV. 122'-9 3/8"

LEVEL 05

ELEV. 134'-4"

LEVEL 06

ELEV. 145'-10 5/8"

LEVEL 07

ELEV. 157'-5 1/4"

LEVEL 08

ELEV. 168'-11 7/8"

LEVEL 09

ELEV. 180'-6 1/2"

LEVEL 10

ELEV. 192'-1 1/8"

P.H. FL. & TOP OF ROOF SLAB

ELEV. 203'-7 3/4"

KLN

MACHINE ROOM

ELEV. 217'-2 3/8"

TANK RM. FL./TOP OF P.H. ROOF

ELEV. 227'-2 3/8"

QSTUXZAA RV

T.O. ROOF SLAB

ELEV. 243'-5"

A

A

A

23A9 23B9 23C9 23D10 23E9 23F9 23G9 23H9 23I9 23J9 23K9 23L9 23M9

23N1023M1023L1023K1023J1023I1023H1023G1023E10 23F1023C10 23D1023A10 23B10

+/-6'-8" +/-6'-8" +/-6'-8" +/-6'-8" +/-6'-10" +/-4'-1"+/-6'-8"

B

N O

T

IN

S C

O

PE

EXISTING METAL PANEL EXTERIOR

SCREEN WALL AT MECHANICAL

PENTHOUSE TO REMAIN. PROTECT

DURING THE WORK.

E

N O

T

IN

S C

O

PE

REMOVE EXISTING SEALANT AND BACKING MATERIAL AND INSTALL

NEW BACKER ROD AND SEALANT AT JOINT BETWEEN PRECAST

CONCRETE PANELS AND ROOF BASE FLASHING PER 1/A303, TYP.

SEE 1/A202 FOR

ADJACENT VENEER

REBUILD AREA ON

ELEVATION 24

A301 TYP.

A301 TYP.

SEE 1/A202 FOR

ADJACENT VENEER

REBUILD AREA ON

ELEVATION 24

NO WORK AT EXTERIOR

WALLS WITHIN SOLARIUM

PROTECT EXISTING SOLARIUM DURING THE WORK AND

DO NOT DAMAGE SOLARIUM FRAME AT INTERFACE

WITH EXTERIOR WALLS. BRICK MASONRY REBUILD IS TO

EXTEND DOWN TO, BUT NOT BELOW EXISTING

SOLARIUM FRAME. INSTALL NEW THROUGH-WALL

FLASHING PER 4/A301, SIM. REMOVE EXISTING SEALANT

AT PERIMETER JOINT BETWEEN SOLARIUM FRAMING,

BRICK MASONRY VENEER, AND PRECAST CONCRETE

PANELS, AND INSTALL NEW BACKER ROD AND SEALANT

AFTER MASONRY REPAIRS ARE COMPLETE.

F

G H

SIM.

SYMBOLS LEGEND

TOP OF STEEL

ELEV. 10'-0"

ELEVATION INDICATION

SHEET NO.

ELEVATION NUMBER

ENLARGED PLAN OR

SECTION INDICATOR

ORIGINAL

WINDOWS

COLUMN LINE

ELEVATION

INDICATOR

TYPICAL

DIMENSIONING

TYPICAL TITLE FOR

SECTIONS & DETAILS

NORTH ARROW

4'-4"

NORTH

A320

A 1.X

A 1.X

MATCH LINE

VIEW REFERENCE

1 View Name

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

A1.1

? KEYNOTE TAG

LOUVER

REMOVE AND REBUILD

BRICK MASONRY

EJ

EXISTING VERTICAL

EXPANSION JOINT IN

BRICK MASONRY VENEER

TO REMAIN

GENERAL NOTES

1.

2.

3.

4.

REFER TO SYMBOL LEGEND, GENERAL NOTES, KEYNOTES AND

DRAWINGS FOR EXTENT OF WORK

VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN

MODIFIED BY OWNER.

MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN

THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE

WITH COR ANY DISRUPTION IN SERVICES REQUIRED TO

PERFORM WORK OR TO MODIFY EXISTING PIPING,

DUCTWORK OR ANY ASSOCIATED EQUIPMENT.

ANY ADJACENT SYSTEMS OR COMPONENTS DAMAGED

DURING THE WORK SHALL BE REMOVED COMPLETELY AND

REPLACED IN KIND AT NO COST TO THE OWNER.

KEY PLAN

N

�24 � 22

KEYED NOTES

REMOVE 12"-16" WIDE SECTIONS OF EXISTING BRICK MASONRY

VENEER ADJACENT TO PRECAST CONCRETE PANEL EDGES FULL HEIGHT

OF THE EXTERIOR WALL. REMOVE BRICK MASONRY UNITS TO

MAINTAIN EXISTING RUNNING BOND TO ACCOMMODATE TOOTHING

IN REPLACEMENT BRICK MASONRY UNITS. INSTALL NEW THROUGH-

WALL FLASHING WITH END DAMS AT SHELF ANGLES AND VERTICAL

CAVITY CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE

PANELS. REBUILD VENEER WITH BRICK MASONRY SALVAGED FROM

ELEVATIONS 1, 23, AND 26 (PRIMARILY AT CENTER PANELS). SALVAGED

BRICK MASONRY UNITS ARE TO BE TOOTHED IN WITH EXISTING BRICK

MASONRY TO REMAIN. DO NOT SALVAGE/USE REMOVED BRICK

MASONRY UNITS WITH JOINT SEALANT RESIDUE PRESENT. SEE 2/A300,

TYP.

A

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS. INSTALL NEW THROUGH-WALL

FLASHING WITH END DAMS AT SHELF ANGLES, VERTICAL CAVITY

CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE PANELS,

AND FLUID-APPLIED AIR/MOISTURE BARRIER OVER EXISTING CMU

BACKUP. REBUILD VENEER WITH NEW BRICK MASONRY TO MATCH

EXISTING SIZE, COLOR, AND FINISH. SALVAGE EXISTING BRICK UNITS

WHERE POSSIBLE FOR USE AT OTHER REBUILD AREAS. SEE 1/A300, TYP.

AFTER COMPLETION OF MASONRY REPAIRS, CLEAN EXISTING

MASONRY AND APPLY CLEAR PENETRATING WATER REPELLENT OVER

EXTERIOR SURFACE OF ALL BRICK MASONRY WALL AREAS.

MARK NOTES

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS AND EXISTING VERTICAL

EXPANSION JOINTS AT THE CORNER FULL HEIGHT OF THE EXTERIOR

WALL. INSTALL NEW THROUGH-WALL FLASHING WITH END DAMS AT

SHELF ANGLES, VERTICAL CAVITY CLOSURE FLASHING AT INTERFACE

WITH PRECAST CONCRETE PANELS, AND FLUID-APPLIED AIR/MOISTURE

BARRIER OVER EXISTING CMU BACKUP. REBUILD VENEER WITH NEW

BRICK MASONRY TO MATCH EXISTING SIZE, COLOR, AND FINISH.

SALVAGE EXISTING BRICK UNITS WHERE POSSIBLE FOR USE AT OTHER

REBUILD AREAS. SEE 1/A300, TYP.

REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL AND

INSTALL NEW TWO-STAGE SEALANT JOINT AT PRECAST CONCRETE

FASCIA BAND AND WALL PANEL JOINTS PER 2/A303, TYP.

B

C

D

E

F

CLEAN EXISTING PRECAST CONCRETE PANELS TO REMOVE SURFACE

SOILING IN PREPARATION FOR CONCRETE REPAIR COLOR MATCHING.

CLEANING TRIALS AT A LOCATION SELECTED DURING CONSTRUCTION

WILL BE REQUIRED TO FINALIZE THE MOST EFFECTIVE CLEANING

APPROACH. AFTER CLEANING AND REPAIRS ARE COMPLETED, APPLY

CLEAR PENETRATING WATER REPELLENT OVER EXTERIOR SURFACE OF

ALL PANELS.

G

AT ALL PUNCHED OPENINGS WITH ORIGINAL WINDOWS OR LOUVERS

IN PLACE, REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL

AND INSTALL NEW BACKER ROD AND SEALANT PER 1/A303. TYP.

H

I

J

PERFORM ISOLATED REPAIRS AT CRACKS AND SPALLS IN PRECAST

CONCRETE PANELS. REPAIR LOCATIONS AND APPROXIMATE

QUANTITEIS ARE INDICATED IN THE TABLES ABOVE. SEE 8, 9, AND

10/A302, TYP.

ALTERNATE 1 - IN LIEU OF FULL DISASSEMBLY AND RECLADDING,

PERFORM REPAIRS PER KEYNOTE A ALONG THE PRECAST CONCRETE

PANEL EDGES PER 2/A300, TYP.

ALTERNATE 2 - IN LIEU OF EXTENDING EXTERIOR WALL REPAIRS

AROUND INSET CORNER TO PRECAST CONCRETE PANEL ON NEXT

ELEVATION PER 3/A300, TERMINATE REPAIRS AT INSET CORNER PER

2/A302, SIM. AND INSTALL SEALANT AT VERTICAL INSET CORNER JOINT

IN CMU BACKUP.

11109 10a

+/-8"

B

+/-3'-8"

EJ

24K10

24K924J9

24J10

+/-2'-4"

+/-16'-0"

J

REMOVE EXISTING SEALANT AND BACKING

MATERIAL AND INSTALL NEW BACKER ROD

AND SEALANT AT JOINT BETWEEN PRECAST

CONCRETE PANELS AND ROOF BASE

FLASHING PER 1/A303, TYP.

SEE 3/A202 FOR ADJACENT

VENEER REBUILD AREA ON

ELEVATION 23

ALT.

A300

SIM.

A301 TYP.

E

G

H

F

D

A301 TYP.

LEVEL 09

ELEV. 180'-6 1/2"

LEVEL 10

ELEV. 192'-1 1/8"

P.H. FL. & TOP OF ROOF SLAB

ELEV. 203'-7 3/4"

10 9

10a

+/-8"

�J

+/-3'-8"

+/-16'-0"

EJ

22B1022A10

B

D

E A300

SIM.

SEE 3/A202 FOR

ADJACENT VENEER

REBUILD AREA ON

ELEVATION 23

NO WORK AT EXTERIOR

WALLS WITHIN SOLARIUM

ALT.

F

G

H

+/-2'-4"

-1

1' -6

A301 TYP.

A301 TYP.SIM.

TYP.

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

EXTERIOR ELEVATIONS - 23 (SOUTH) BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JR NL

100% BID DOCUMENTS

A202

SCALE: 1/8" = 1'-0"3 ELEVATION - 23 (SOUTH)

ELEVATION 23 - REPAIR QUANTITIES

PANEL DESIGNATION Crack (LF) Spall (SF)

23A9 20 0 23A10 0 0 23B9 7 0 23B10 3 0 23C9 21 0 23C10 1 0 23D10 7 0 23D10 1 0 23E9 20 0 23E10 1 2 23F9 7 0 23F10 1 0 23G9 16 0 23G10 0 0 23H9 6 0 23H10 0 0 23I9 16 0 23I10 0 0 23J9 7 0 23J10 0 0 23K9 16 0 23K10 3 0 23L9 8 0 23L10 0 0 23M9 20 0 23M10 1 0 23N10 0 0 24J9 3 0 24J10 0 0 24K9 2 0 24K10 0 0

Grand total: 31 187 2

SCALE: 1/8" = 1'-0"1 ELEVATION 24 (WEST)

SCALE: 1/8" = 1'-0"2 ELEVATION 22 (EAST)

PROTECT EXISTING SOLARIUM DURING THE WORK AND DO NOT DAMAGE

SOLARIUM FRAME AT INTERFACE WITH EXTERIOR WALLS. BRICK MASONRY

REBUILD IS TO EXTEND DOWN TO BUT NOT BELOW EXISTING SOLARIUM

FRAME. INSTALL NEW THROUGH-WALL FLASHING STEPPED TO

ACCOMMODATE SLOPED GLAZING PER 4/A301, SIM. REMOVE EXISTING

SEALANT AT PERIMETER JOINT BETWEEN SOLARIUM FRAMING, BRICK

MASONRY VENEER, AND PRECAST CONCRETE PANELS, AND INSTALL NEW

BACKER ROD AND SEALANT AFTER MASONRY REPAIRS ARE COMPLETE.

ELEV. 83'-8"

LEVEL 02

ELEV. 97'-5 3/8"

LEVEL 03

ELEV. 111'-2 3/4"

LEVEL 04

ELEV. 122'-9 3/8"

LEVEL 05

ELEV. 134'-4"

LEVEL 06

ELEV. 145'-10 5/8"

LEVEL 07

ELEV. 157'-5 1/4"

LEVEL 08

ELEV. 168'-11 7/8"

LEVEL 09

ELEV. 180'-6 1/2"

LEVEL 10

ELEV. 192'-1 1/8"

P.H. FL. & TOP OF ROOF SLAB

ELEV. 203'-7 3/4"

AACCFFGGHHJJKKLL

A

25C2

25C3

25C4

25C5

25C6

25C7

25C8

25C9

25C10

25D2

25D3

25D4

25D5

25D6

25D7

25D8

25D9

25D10

25C1 25D125A1 25B1 25E1 25F1

ELEVATION 25ELEVATION 27

12"-16"12"-16"

EJEJEJEJ

A

A

C

E

NOT IN SCOPE

A300

�E

A301 TYP.

TYP.

A301 TYP.

F

G

H

�C

SYMBOLS LEGEND

TOP OF STEEL

ELEV. 10'-0"

ELEVATION INDICATION

SHEET NO.

ELEVATION NUMBER

ENLARGED PLAN OR

SECTION INDICATOR

ORIGINAL

WINDOWS

COLUMN LINE

ELEVATION

INDICATOR

TYPICAL

DIMENSIONING

TYPICAL TITLE FOR

SECTIONS & DETAILS

NORTH ARROW

4'-4"

NORTH

A320

A 1.X

A 1.X

MATCH LINE

VIEW REFERENCE

1 View Name

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

A1.1

? KEYNOTE TAG

LOUVER

REMOVE AND REBUILD

BRICK MASONRY

EJ

EXISTING VERTICAL

EXPANSION JOINT IN

BRICK MASONRY VENEER

TO REMAIN

GENERAL NOTES

1.

2.

3.

4.

REFER TO SYMBOL LEGEND, GENERAL NOTES, KEYNOTES AND

DRAWINGS FOR EXTENT OF WORK

VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN

MODIFIED BY OWNER.

MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN

THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE

WITH COR ANY DISRUPTION IN SERVICES REQUIRED TO

PERFORM WORK OR TO MODIFY EXISTING PIPING,

DUCTWORK OR ANY ASSOCIATED EQUIPMENT.

ANY ADJACENT SYSTEMS OR COMPONENTS DAMAGED

DURING THE WORK SHALL BE REMOVED COMPLETELY AND

REPLACED IN KIND AT NO COST TO THE OWNER.

KEY PLAN

N

KEYED NOTES

REMOVE 12"-16" WIDE SECTIONS OF EXISTING BRICK MASONRY

VENEER ADJACENT TO PRECAST CONCRETE PANEL EDGES FULL HEIGHT

OF THE EXTERIOR WALL. REMOVE BRICK MASONRY UNITS TO

MAINTAIN EXISTING RUNNING BOND TO ACCOMMODATE TOOTHING

IN REPLACEMENT BRICK MASONRY UNITS. INSTALL NEW THROUGH-

WALL FLASHING WITH END DAMS AT SHELF ANGLES AND VERTICAL

CAVITY CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE

PANELS. REBUILD VENEER WITH BRICK MASONRY SALVAGED FROM

ELEVATIONS 1, 23, AND 26 (PRIMARILY AT CENTER PANELS). SALVAGED

BRICK MASONRY UNITS ARE TO BE TOOTHED IN WITH EXISTING BRICK

MASONRY TO REMAIN. DO NOT SALVAGE/USE REMOVED BRICK

MASONRY UNITS WITH JOINT SEALANT RESIDUE PRESENT. SEE 2/A300,

TYP.

A

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS. INSTALL NEW THROUGH-WALL

FLASHING WITH END DAMS AT SHELF ANGLES, VERTICAL CAVITY

CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE PANELS,

AND FLUID-APPLIED AIR/MOISTURE BARRIER OVER EXISTING CMU

BACKUP. REBUILD VENEER WITH NEW BRICK MASONRY TO MATCH

EXISTING SIZE, COLOR, AND FINISH. SALVAGE EXISTING BRICK UNITS

WHERE POSSIBLE FOR USE AT OTHER REBUILD AREAS. SEE 1/A300, TYP.

AFTER COMPLETION OF MASONRY REPAIRS, CLEAN EXISTING

MASONRY AND APPLY CLEAR PENETRATING WATER REPELLENT OVER

EXTERIOR SURFACE OF ALL BRICK MASONRY WALL AREAS.

MARK NOTES

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS AND EXISTING VERTICAL

EXPANSION JOINTS AT THE CORNER FULL HEIGHT OF THE EXTERIOR

WALL. INSTALL NEW THROUGH-WALL FLASHING WITH END DAMS AT

SHELF ANGLES, VERTICAL CAVITY CLOSURE FLASHING AT INTERFACE

WITH PRECAST CONCRETE PANELS, AND FLUID-APPLIED AIR/MOISTURE

BARRIER OVER EXISTING CMU BACKUP. REBUILD VENEER WITH NEW

BRICK MASONRY TO MATCH EXISTING SIZE, COLOR, AND FINISH.

SALVAGE EXISTING BRICK UNITS WHERE POSSIBLE FOR USE AT OTHER

REBUILD AREAS. SEE 1/A300, TYP.

REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL AND

INSTALL NEW TWO-STAGE SEALANT JOINT AT PRECAST CONCRETE

FASCIA BAND AND WALL PANEL JOINTS PER 2/A303, TYP.

B

C

D

E

F

CLEAN EXISTING PRECAST CONCRETE PANELS TO REMOVE SURFACE

SOILING IN PREPARATION FOR CONCRETE REPAIR COLOR MATCHING.

CLEANING TRIALS AT A LOCATION SELECTED DURING CONSTRUCTION

WILL BE REQUIRED TO FINALIZE THE MOST EFFECTIVE CLEANING

APPROACH. AFTER CLEANING AND REPAIRS ARE COMPLETED, APPLY

CLEAR PENETRATING WATER REPELLENT OVER EXTERIOR SURFACE OF

ALL PANELS.

G

AT ALL PUNCHED OPENINGS WITH ORIGINAL WINDOWS OR LOUVERS

IN PLACE, REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL

AND INSTALL NEW BACKER ROD AND SEALANT PER 1/A303. TYP.

H

I

J

PERFORM ISOLATED REPAIRS AT CRACKS AND SPALLS IN PRECAST

CONCRETE PANELS. REPAIR LOCATIONS AND APPROXIMATE

QUANTITEIS ARE INDICATED IN THE TABLES ABOVE. SEE 8, 9, AND

10/A302, TYP.

ALTERNATE 1 - IN LIEU OF FULL DISASSEMBLY AND RECLADDING,

PERFORM REPAIRS PER KEYNOTE A ALONG THE PRECAST CONCRETE

PANEL EDGES PER 2/A300, TYP.

ALTERNATE 2 - IN LIEU OF EXTENDING EXTERIOR WALL REPAIRS

AROUND INSET CORNER TO PRECAST CONCRETE PANEL ON NEXT

ELEVATION PER 3/A300, TERMINATE REPAIRS AT INSET CORNER PER

2/A302, SIM. AND INSTALL SEALANT AT VERTICAL INSET CORNER JOINT

IN CMU BACKUP.

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

EXTERIOR ELEVATIONS - 25 (SOUTH) BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JR NL

100% BID DOCUMENTS

A203

SCALE: 1/8" = 1'-0"1 ELEVATION - 25 (SOUTH)

ELEVATION 25 - REPAIR QUANTITIES

PANEL DESIGNATION Crack (LF) Spall (SF)

25A1 13 0 25B1 13 0 25C1 7 0 25C2 2 1 25C3 0 1 25C4 2 0 25C5 3 2 25C6 3 0 25C7 5 0 25C8 7 0 25C9 6 0 25C10 8 0 25D1 3 0 25D2 5 0 25D3 5 1 25D4 2 0 25D5 17 0 25D6 3 0 25D7 6 0 25D8 12 0 25D9 13 0 25D10 2 0 25E1 10 0 25F1 6 0

Grand total: 24 153 5

ELEV. 83'-8"

LEVEL 02

ELEV. 97'-5 3/8"

LEVEL 03

ELEV. 111'-2 3/4"

LEVEL 04

ELEV. 122'-9 3/8"

LEVEL 05

ELEV. 134'-4"

LEVEL 06

ELEV. 145'-10 5/8"

LEVEL 07

ELEV. 157'-5 1/4"

LEVEL 08

ELEV. 168'-11 7/8"

LEVEL 09

ELEV. 180'-6 1/2"

LEVEL 10

ELEV. 192'-1 1/8"

P.H. FL. & TOP OF ROOF SLAB

ELEV. 203'-7 3/4"

8 7 6 5 4 2 13

26F2

26F3

26F4

26F5

26F6

26F7

26F8

26F9

26F10

26E2

26E3

26E4

26E5

26E6

26E7

26E8

26E9

26E10

26B2

26B3

26B4

26B5

26B6

26B7

26B8

26B9

26B10

26A2

26A3

26A4

26A5

26A6

26A7

26A8

26A9

26A10

26C126B1 26D1

+/-2'-1"

26E1 26F1

+/-3'-8" +/-3'-8"

EJ

B

D

E

NOT IN SCOPENOT IN SCOPE

+/-19'-0"

I

I

EMERGENCY EXIT

A302

+/-3'-5"

B

J

ALT.

2ND FLOOR ROOF

ACCESS DOOR

ALT.

ALT.

REMOVE EXISTING SEALANT AND

BACKING MATERIAL AND INSTALL

NEW BACKER ROD AND SEALANT

AT JOINT BETWEEN PRECAST

CONCRETE PANELS AND ROOF

BASE FLASHING PER 1/A303, TYP.

A301 TYP.

TYP.

�E

A301 TYP.

SIM.

A300

TYP.

SEE 1/A204 FOR ADJACENT VENEER

REBUILD AREA ON ELEVATION 27

F

G

H

A301 TYP.

EJ

A300

SYMBOLS LEGEND

TOP OF STEEL

ELEV. 10'-0"

ELEVATION INDICATION

SHEET NO.

ELEVATION NUMBER

ENLARGED PLAN OR

SECTION INDICATOR

ORIGINAL

WINDOWS

COLUMN LINE

ELEVATION

INDICATOR

TYPICAL

DIMENSIONING

TYPICAL TITLE FOR

SECTIONS & DETAILS

NORTH ARROW

4'-4"

NORTH

A320

A 1.X

A 1.X

MATCH LINE

VIEW REFERENCE

1 View Name

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

A1.1

? KEYNOTE TAG

LOUVER

REMOVE AND REBUILD

BRICK MASONRY

EJ

EXISTING VERTICAL

EXPANSION JOINT IN

BRICK MASONRY VENEER

TO REMAIN

GENERAL NOTES

1.

2.

3.

4.

REFER TO SYMBOL LEGEND, GENERAL NOTES, KEYNOTES AND

DRAWINGS FOR EXTENT OF WORK

VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN

MODIFIED BY OWNER.

MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN

THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE

WITH COR ANY DISRUPTION IN SERVICES REQUIRED TO

PERFORM WORK OR TO MODIFY EXISTING PIPING,

DUCTWORK OR ANY ASSOCIATED EQUIPMENT.

ANY ADJACENT SYSTEMS OR COMPONENTS DAMAGED

DURING THE WORK SHALL BE REMOVED COMPLETELY AND

REPLACED IN KIND AT NO COST TO THE OWNER.

KEY PLAN

N

�26

�27

KEYED NOTES

REMOVE 12"-16" WIDE SECTIONS OF EXISTING BRICK MASONRY

VENEER ADJACENT TO PRECAST CONCRETE PANEL EDGES FULL HEIGHT

OF THE EXTERIOR WALL. REMOVE BRICK MASONRY UNITS TO

MAINTAIN EXISTING RUNNING BOND TO ACCOMMODATE TOOTHING

IN REPLACEMENT BRICK MASONRY UNITS. INSTALL NEW THROUGH-

WALL FLASHING WITH END DAMS AT SHELF ANGLES AND VERTICAL

CAVITY CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE

PANELS. REBUILD VENEER WITH BRICK MASONRY SALVAGED FROM

ELEVATIONS 1, 23, AND 26 (PRIMARILY AT CENTER PANELS). SALVAGED

BRICK MASONRY UNITS ARE TO BE TOOTHED IN WITH EXISTING BRICK

MASONRY TO REMAIN. DO NOT SALVAGE/USE REMOVED BRICK

MASONRY UNITS WITH JOINT SEALANT RESIDUE PRESENT. SEE 2/A300,

TYP.

A

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS. INSTALL NEW THROUGH-WALL

FLASHING WITH END DAMS AT SHELF ANGLES, VERTICAL CAVITY

CLOSURE FLASHING AT INTERFACE WITH PRECAST CONCRETE PANELS,

AND FLUID-APPLIED AIR/MOISTURE BARRIER OVER EXISTING CMU

BACKUP. REBUILD VENEER WITH NEW BRICK MASONRY TO MATCH

EXISTING SIZE, COLOR, AND FINISH. SALVAGE EXISTING BRICK UNITS

WHERE POSSIBLE FOR USE AT OTHER REBUILD AREAS. SEE 1/A300, TYP.

AFTER COMPLETION OF MASONRY REPAIRS, CLEAN EXISTING

MASONRY AND APPLY CLEAR PENETRATING WATER REPELLENT OVER

EXTERIOR SURFACE OF ALL BRICK MASONRY WALL AREAS.

MARK NOTES

REMOVE EXISTING BRICK MASONRY VENEER AT FULL WALL AREAS

BETWEEN PRECAST CONCRETE PANELS AND EXISTING VERTICAL

EXPANSION JOINTS AT THE CORNER FULL HEIGHT OF THE EXTERIOR

WALL. INSTALL NEW THROUGH-WALL FLASHING WITH END DAMS AT

SHELF ANGLES, VERTICAL CAVITY CLOSURE FLASHING AT INTERFACE

WITH PRECAST CONCRETE PANELS, AND FLUID-APPLIED AIR/MOISTURE

BARRIER OVER EXISTING CMU BACKUP. REBUILD VENEER WITH NEW

BRICK MASONRY TO MATCH EXISTING SIZE, COLOR, AND FINISH.

SALVAGE EXISTING BRICK UNITS WHERE POSSIBLE FOR USE AT OTHER

REBUILD AREAS. SEE 1/A300, TYP.

REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL AND

INSTALL NEW TWO-STAGE SEALANT JOINT AT PRECAST CONCRETE

FASCIA BAND AND WALL PANEL JOINTS PER 2/A303, TYP.

B

C

D

E

F

CLEAN EXISTING PRECAST CONCRETE PANELS TO REMOVE SURFACE

SOILING IN PREPARATION FOR CONCRETE REPAIR COLOR MATCHING.

CLEANING TRIALS AT A LOCATION SELECTED DURING CONSTRUCTION

WILL BE REQUIRED TO FINALIZE THE MOST EFFECTIVE CLEANING

APPROACH. AFTER CLEANING AND REPAIRS ARE COMPLETED, APPLY

CLEAR PENETRATING WATER REPELLENT OVER EXTERIOR SURFACE OF

ALL PANELS.

G

AT ALL PUNCHED OPENINGS WITH ORIGINAL WINDOWS OR LOUVERS

IN PLACE, REMOVE EXISTING SEALANT AND JOINT BACKING MATERIAL

AND INSTALL NEW BACKER ROD AND SEALANT PER 1/A303. TYP.

H

I

J

PERFORM ISOLATED REPAIRS AT CRACKS AND SPALLS IN PRECAST

CONCRETE PANELS. REPAIR LOCATIONS AND APPROXIMATE

QUANTITEIS ARE INDICATED IN THE TABLES ABOVE. SEE 8, 9, AND

10/A302, TYP.

ALTERNATE 1 - IN LIEU OF FULL DISASSEMBLY AND RECLADDING,

PERFORM REPAIRS PER KEYNOTE A ALONG THE PRECAST CONCRETE

PANEL EDGES PER 2/A300, TYP.

ALTERNATE 2 - IN LIEU OF EXTENDING EXTERIOR WALL REPAIRS

AROUND INSET CORNER TO PRECAST CONCRETE PANEL ON NEXT

ELEVATION PER 3/A300, TERMINATE REPAIRS AT INSET CORNER PER

2/A302, SIM. AND INSTALL SEALANT AT VERTICAL INSET CORNER JOINT

IN CMU BACKUP.

JJKK

+/- 1'-8"

J

NOT IN SCOPE

B

ALT.

E

A300

TYP.

A301 TYP.

SEE 2/A204 FOR

ADJACENT VENEER

REBUILD AREA ON

ELEVATION 26

A301 TYP.

J

B

ALT.

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

EXTERIOR ELEVATIONS - 26 (WEST) BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 JR NL

100% BID DOCUMENTS

A204

SCALE: 1/8" = 1'-0"2 ELEVATION - 26 (WEST)

ELEVATION 26 - REPAIR QUANTITIES

PANEL DESIGNATION Crack (LF) Spall (SF)

2 0 0 3 0 0

26A2 0 2 26A3 1 2 26A4 4 0 26A5 3 0 26A6 0 0 26A7 0 0 26A8 2 0 26A9 2 0 26A10 0 0 26B1 0 0 26B2 3 0 26B3 4 0 26B4 2 0 26B5 8 0 26B6 2 0 26B7 2 0 26B8 4 0 26B9 1 0 26B10 2 0

SCALE: 1/8" = 1'-0"1 ELEVATION 27 (SOUTH)

ELEVATION 26 - REPAIR QUANTITIES

PANEL DESIGNATION Crack (LF) Spall (SF)

26C1 0 0 26D1 0 0 26E1 13 0 26E2 4 0 26E3 2 0 26E4 4 0 26E5 2 0 26E6 4 0 26E7 3 0 26E8 13 6 26E9 4 0 26E10 3 0 26F1 3 0 26F2 0 0 26F3 2 3 26F4 0 2 26F5 2 0 26F6 3 0 26F7 4 5 26F8 3 0 26F9 16 0 26F10 1 2

Grand total: 43 126 22SEE ADJACENT ELEVATION 26 SCHEDULE FOR GRAND TOTAL REPAIR QUANTITIES

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved: Project Director

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:DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Sprinkler:

600 E. Michigan Avenue, Suite B Kalamazoo, MI 49007 P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310 Alexandria, VA 22314 P: 202.617.8485 www.alliance.us.com

ENLARGED ELEVATIONS BUILDING 111 FACADE REPAIR

5000 W NATIONAL AVE, MILWAUKEE, WI, 53295

695-22-121

MARCH 16, 2026 NH NL

100% BID DOCUMENTS

A300 Revisions: Date:

ENLARGED PARTIAL ELEVATION - SINGLE TIER PANEL WITH PUNCHED OPENING (AT FIELD OF WALL)

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

ENLARGED ELEVATION - FOUR TIER PANEL WITH PUNCHED OPENING (AT FIELD OF WALL)

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

TYPICAL PANEL

PARTIAL ELEVATION

4'-8" ±

TYPICAL PANEL WIDTH

VARIES VARIES

PHOTO REFERENCE - SINGLE TIER PANEL WITH PUNCHED OPENING (AT INSET CORNER)

SCALE: N.T.S.3

WALL AREAS BEYOND PRECAST PANEL TO BRICK MASONRY

WALL JOINT (SHOWN SHADED AND HATCHED) NOT IN SCOPE

EJ

EJ

BID DEDUCT: EXTENT OF REPAIRS TO

END AT VERTICAL EXPANSION JOINT AT

INSET CORNER, IN LIEU OF WRAPPING

AROUND THE CORNER AND EXTENDING

ONTO THE ADJACENT ELEVATION.

A301

A301

REMOVE EXISTING SEALANT AT HORIZONTAL

JOINTS BETWEEN PRECAST CONCRETE PANELS

AT SHELF ANGLES. SAWCUT PRECAST CONCRETE

AT EXISTING JOINT, AS REQUIRED, TO PROVIDE

1/2" MIN. CLEAR WIDTH, PER 3/A302. INSTALL

NEW BACKER ROD AND TWO-STAGE SEALANT

JOINT, PER 2/A303, TYP.

REMOVE EXISTING SEALANT AND INSTALL NEW

BACKER ROD AND SEALANT AT WINDOW

PERIMETER JOINTS AT ORIGINAL WINDOWS ONLY

WITHIN THE DESIGNATED WORK AREAS, TYP. SEE

1&2/A303 FOR SEALANT INSTALLATION. SEE

ELEVATIONS FOR ORIGINAL WINDOW LOCATIONS

TO BE INCLUDED IN THE SCOPE OF WORK.

REMOVE BRICK MASONRY VENEER AT BOTH SIDES

OF THE SINGLE TIER PRECAST CONCRETE PANELS

TO EXPOSE THE CMU BACKUP AND SHELF ANGLE

AT FLOOR LINES. INSTALL NEW FLUID-APPLIED WRB

OVER CMU BACKUP, THROUGH-WALL FLASHING

AT SHELF ANGLES, AND CAVITY CLOSURE ANGLE

AND SELF-ADHERING MEMBRANE FLASHING AT

INTERFACE BETWEEN EXTERIOR BRICK MASONRY

WALLS AND PRECAST CONCRETE PANELS.

SALVAGE, CLEAN, AND STORE EXISTING, INTACT

BRICK MASONRY UNITS FOR REINSTALLATION AT

OTHER LOCATIONS. REBUILD VENEER WITH NEW

BRICK MASONRY TO MATCH EXISTING SIZE,

COLOR, TEXTURE, AND FINISH. PROVIDE NEW S.S.

LATERAL TIES PER 8/A303, TYP. SEE SHEET A301

AND ELEVATION SHEETS FOR EXTENT OF REPAIRS.

A302

A302

TYP. TYP.

TYP.

TYP.

A302

TYP.

AT ALL SHELF ANGLES ADJACENT

TO THE PRECAST CONCRETE

PANELS (SHOWN SHADED), SEAL

ALL VOIDS AND BREACHES IN THE

EXISTING FLASHING MEMBRANE

PRIOR TO INSTALLATION OF NEW

WRB AND FLASHINGS.

AT ALL SHELF ANGLES ADJACENT TO

THE PRECAST CONCRETE PANELS

(SHOWN SHADED), ENSURE ALL VOIDS

AND BREACHES IN THE EXISTING

FLASHING MEMBRANE ARE SEALED

WITH NEW SELF-ADHERING

MEMBRANE PRIOR TO INSTALLATION

OF NEW WRB AND FLASHINGS.

3'-8" ±

TYPICAL WINDOW WIDTH

A302

TYP.

AT BRICK MASONRY WALL AREAS

NOT INCLUDED IN THE REBUILD

SCOPE OF WORK AND ALL

PRECAST CONCRETE PANELS,

PERFORM LIGHT-DUTY CLEANING

TO REMOVE SURFACE RESIDUE

AND APPLY CLEAR-PENETRATING

WATER REPELLENT, TYP. PROVIDE

PROTECTION FOR THE ADJACENT

FACADE ELEMENTS AND SYSTEMS,

AS REQUIRED. CLEANING IS TO BE

PERFORMED PER THE WATER

REPELLENT MANUFACTURER'S

RECOMMENDATIONS.

EXISTING VERTICAL EXPANSION

JOINT (EJ) IN BRICK MASONRY

VENEER. REMOVE EXISTING SEALANT

AND BACKING MATERIAL. INSTALL

NEW BACKER ROD AND SEALANT

AFTER BRICK MASONRY REBUILD IS

COMPLETE. SEE 2/A302, TYP.

EJ

EJ

PERFORM ABATEMENT, PER

SHEETS HA200 THROUGH

HA204, TO REMOVE

EXISTING SEALANT AT

VERTICAL JOINT BETWEEN

PRECAST CONCRETE PANELS

AND BRICK MASONRY WALL

AREAS PRIOR TO

DEMOLITION OF THE

EXISTING BRICK MASONRY.

INSTALL NEW BACKER ROD

AND SEALANT ALONG THE

FULL HEIGHT OF THE JOINT,

PER 1/A303, TYP., AFTER THE

INSTALLATION OF THE

FLASHING REPAIRS AND

BRICK MASONRY REBUILD.

PERFORM ABATEMENT, PER SHEETS

HA200 THROUGH HA204, TO

REMOVE EXISTING SEALANT AT

VERTICAL JOINT BETWEEN

PRECAST CONCRETE PANELS AND

BRICK MASONRY WALL AREAS

PRIOR TO DEMOLITION OF THE

EXISTING BRICK MASONRY.

INSTALL NEW BACKER ROD AND

SEALANT ALONG THE FULL HEIGHT

OF THE JOINT, PER 1/A303, TYP.

AFTER THE INSTALLATION OF THE

FLASHING REPAIRS AND BRICK

MASONRY REBUILD.

AT BRICK MASONRY WALL AREAS NOT INCLUDED

IN THE REBUILD SCOPE OF WORK AND ALL

PRECAST CONCRETE PANELS, PERFORM

LIGHT-DUTY CLEANING TO REMOVE SURFACE

RESIDUE AND APPLY CLEAR-PENETRATING WATER

REPELLENT, TYP. PROVIDE PROTECTION FOR THE

ADJACENT FACADE ELEMENTS AND SYSTEMS, AS

REQUIRED. CLEANING IS TO BE PERFORMED PER

THE WATER REPELLENT MANUFACTURER'S

RECOMMENDATIONS.

EXISTING VERTICAL EXPANSION JOINT (EJ) IN BRICK

MASONRY VENEER. REMOVE EXISTING SEALANT

AND BACKING MATERIAL. INSTALL NEW BACKER

ROD AND SEALANT AFTER BRICK MASONRY

REBUILD IS COMPLETE. SEE 2/A302, TYP.

PERFORM ISOLATED REPAIRS AT

CRACKS AND SPALLS IN THE PRECAST

CONCRETE PANELS. SEE PANEL REPAIR

NOTE BELOW PHOTO REFERENCE AND

THE REPAIR SCHEDULE ON THE

ELEVATION SHEETS FOR DESIGNATED

REPAIR LOCATIONS, TYPES, AND

QUANTITIES.

NOTE: PARTIAL ELEVATION DETAIL IS APPLICABLE TO ELEVATIONS 3, 21, AND

25. THIS REPAIR APPROACH IS ALSO APPLICABLE TO ALTERNATE NO. 1 AT THE

CENTRAL BRICK MASONRY WALL AT ELEVATION 26.

NOTE: PARTIAL ELEVATION IS APPLICABLE TO ELEVATIONS 1, 23, AND 26 AS WELL

AS THE WALL AREA ADJACENT TO THE INSET CORNER AT ELEVATIONS 2 AND 27,

AND WALL AREAS ABOVE THE LEVEL 9 ROOF AT ELEVATIONS 22 AND 24. SEE

3/A300 FOR PHOTO REFERENCE AT INSET CORNER.

A301

A301

REMOVE EXISTING SEALANT AT HORIZONTAL JOINTS

BETWEEN PRECAST CONCRETE PANELS AT SHELF

ANGLES. SAWCUT PRECAST CONCRETE AT EXISTING

JOINT, AS REQUIRED, TO PROVIDE 1/2" MIN. CLEAR

WIDTH, PER 3/A302. INSTALL NEW BACKER ROD AND

TWO-STAGE SEALANT JOINT, PER 2/A303, TYP.

PERFORM ABATEMENT, PER SHEETS HA200 THROUGH

HA204, TO REMOVE EXISTING SEALANT AT VERTICAL

JOINT BETWEEN PRECAST CONCRETE PANELS AND

BRICK MASONRY WALL AREAS PRIOR TO DEMOLITION

OF THE EXISTING BRICK MASONRY. INSTALL NEW

BACKER ROD AND SEALANT ALONG THE FULL HEIGHT

OF THE JOINT, PER 1/A303, TYP., AFTER THE

INSTALLATION OF THE FLASHING REPAIRS AND BRICK

MASONRY REBUILD.

REMOVE EXISTING SEALANT AND INSTALL NEW BACKER

ROD AND SEALANT AT WINDOW PERIMETER JOINTS AT

ORIGINAL WINDOWS ONLY WITHIN THE DESIGNATED

WORK AREAS, TYP. SEE 1&2/A303 FOR SEALANT

INSTALLATION. SEE ELEVATIONS FOR ORIGINAL

WINDOW LOCATIONS TO BE INCLUDED IN THE SCOPE

OF WORK.

REMOVE BRICK MASONRY VENEER AT BOTH SIDES OF

THE SINGLE TIER PRECAST CONCRETE PANELS TO

EXPOSE THE CMU BACKUP AND SHELF ANGLE AT

FLOOR LINES. INSTALL NEW FLUID-APPLIED WRB OVER

CMU BACKUP, THROUGH-WALL FLASHING AT SHELF

ANGLES, AND CAVITY CLOSURE ANGLE. INSTALL

SELF-ADHERING MEMBRANE FLASHING AT INTERFACE

BETWEEN EXTERIOR BRICK MASONRY WALLS AND

PRECAST CONCRETE PANELS. SALVAGE, CLEAN, AND

STORE EXISTING, INTACT BRICK MASONRY UNITS FOR

REINSTALLATION AT OTHER LOCATIONS. REBUILD

VENEER WITH NEW BRICK MASONRY TO MATCH

EXISTING SIZE, COLOR, TEXTURE, AND FINISH. PROVIDE

NEW S.S. LATERAL TIES PER 8/A303, TYP. SEE SHEET A301

AND ELEVATION SHEETS FOR EXTENT OF REPAIRS.

AT BRICK MASONRY WALL AREAS

NOT INCLUDED IN THE REBUILD

SCOPE OF WORK AND ALL

PRECAST CONCRETE PANELS,

PERFORM LIGHT-DUTY CLEANING

TO REMOVE SURFACE RESIDUE

AND APPLY CLEAR-PENETRATING

WATER REPELLENT, TYP. PROVIDE

PROTECTION FOR THE ADJACENT

FACADE ELEMENTS AND SYSTEMS,

AS REQUIRED. CLEANING IS TO BE

PERFORMED PER THE WATER

REPELLENT MANUFACTURER'S

RECOMMENDATIONS.

A302

A302

TYP. TYP.

TYP.

TYP.

A302

TYP.

A302

TYP.

TYPICAL PANEL

PARTIAL ELEVATION

TYPICAL PANEL

PHOTO REFERENCE

TYPICAL PANEL

PHOTO REFERENCE

'-6

/8

TY

PI

C

A L

PA

N

EL

H

EI

G

HT

5' -9

TY

PI

C

A L

W

IN

D O

W H

EI

G

HT

REMOVE EXISTING SEALANT AT

VERTICAL JOINTS…