X

X

S

S

T

T

LOADING

DOCK

SS

DN

DN

S

DN

DN

VSD

LVD

LV

S

S

VSDVSD

CR CR

CR

ES ESES

ESES

VS

D

VS

D

CR CR

ES ESESADOADO

ADO

ADO

CR

ES

BLDG. #12

BLD

G

. #138

BLDG. #18

WATER TOWER

PARKING

FINISH FLOOR ELEV: 443.69'

AC RACK

GRASS

T

T

AC

P

AD

GRASS

T

SI

D

EW

AL

K

SI

D

EW

AL

K

SI

D

EW

AL

K

3 8

GRASS

159' - 2 1/2"

EXTERIOR

COVERED STORAGE

EXISTING

LIFT

METAL BUILDING

BY OTHERS

FINISH FLOOR:

443.69'

14' GATE

x x x x

PAVEMENT AREA

SERVICE DRIVE

CONCRETE DRIVE

CONCRETE DRIVE

FENCE

EXISTING

CONCRETE

CURB

EXISTING

CONCRETE

CURB

GUARD RAIL

C O

VER

ED

PAR

KIN

G

A-105

GRASS

RAMP

CONTROL

BOX

AS

PH

AL

T

C O

N C

R

ET

E

15 15

NEW GENERATOR BLDG.

FINISH FLOOR: 448.50'

EXISTING

RETAINING

WALL

EXISTING

ASPHALT

PARKING

EXISTING

ASPHALT

PARKING

EXISTING

CURB

EXISTING

CONCRETE EXISTING

ASPHALT

BLD

G

. #142

28'-0"

FUTURE BUILDING

BY OTHERS

55'-8"

'-8

NEW FUEL TANK BLDG.

FINISH FLOOR: 448.50'8'-6" 18

'-2

34'-8"

3'-4 1/2"

5'

0"

/6 A-500

NEW

GENERATOR

DAY

FUEL

TANK

12'-0"

FIRE

RISER

LAYDOWN

AREA

LAYDOWN

AREA

FUTURE BUILDING

EXISTING TO REMAIN

CONCRETE PAVING

ASPHALT PAVING

GRAVEL PAVING

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs#

ACG Project Number

5/

/2

8:

:4

AM

Au to de sk

D oc s:

//2

VA

T us ca lo os a

La un dr y

R en o

Ad d' n Bl dg

8/

V A

Tu sc al oo sa L au nd ry R en o

Bl dg

. 1 8.

-U

PD

AT

ED

M O

D

EL

0.

8.

.rv t

AS-100

SITE PLAN

1 30EM

LAUNDRY RENOVATION AND

ADDITION, BLDG. #18

TUSCALOOSA VETERANS

ADMINISTRATION MEDICAL CENTER

3701 LOOP ROAD, TUSCALOOSA,

ALABAMA 35404 FEBRUARY 26, 2026

100% CONSTRUCTION DOCUMENTS

679-24-102

GC

A. SEE SHEET A-001 FOR GENERAL NOTES.

B. CONTRACTOR SHALL PERFORM

UNDERGROUND SURVEY INCLUDING

GROUND PENETRATING RADAR AND

MAGNETOMETER SURVEY PRIOR TO

UNDERGROUND WORK ACTIVITY.

C. CONTRACTOR TO VERIFY EXISTING

CONDITIONS IN FIELD PRIOR TO START OF

CONSTRUCTION.

D. ACCESSIBLE PARKING SPACES AND

ACCESS AISLES SHALL HAVE A SURFACE

SLOPE NOT TO EXCEED 2% IN ALL

DIRECTIONS.

E. CROSS SLOPE ALONG ENTIRE LENGTH OF

ACCESSIBLE ROUTE NOT TO EXCEED 2%.

F. REFER TO CIVIL AND LANDSCAPE

DRAWINGS FOR MORE INFORMATION.

G. REFER TO ELECTRICAL DRAWINGS FOR

SITE RELATED ELECTRICAL SCOPE.

1" = 20'-0"1 SITE PLAN

NORTH

0 4 8 16

1 NEW GENERATOR BUILDING.

2 INSTALL NEW ELECTRONIC SECURITY GATE WITH

ISLAND AND DUAL CARD READER. RE: CIVIL

DRAWINGS.

3 REFURBISH EXISTING EXTERIOR RAILINGS, TYP.

REPLACE EXISTING RAILINGS ONLY WHERE

NEEDED. SEE SHEET A-101 FOR NEW WORK.

4 EXISTING BLOCK WALL.

5 NEW GATES FOR RAILING. RE:

6 INSTALL 6" WIDE CONCRETE BARRIER CURB

ISLAND AND LANDSCAPE WITH GRASS. RE: CIVIL

DRAWINGS.

7 INSTALL NEW DOUBLE WALL 8,000 GALLON FUEL

TANK IN 3'-0" DEEP CONCRETE PIT. RE:

MECHANICAL DRAWINGS.

8 REFURBISH EXISTING EXTERIOR RAILINGS ON

EXISTING RAMP.

9 NEW REMOVABLE BOLLARDS AT EQUAL SPACING.

RE: CIVIL DRAWINGS.

10 NEW BOLLARDS AT EQUAL SPACING. RE: CIVIL

DRAWINGS.

11 NEW 6" CONCRETE CURB TO MEET PSRDM

REQUIRED CLEARANCE.

12 CUT AND PATCH ASPHALT TO RUN UNDERGROUND

ELECTRICAL TO CARD READER. RE: CIVIL

DRAWINGS.

13 METAL GRATE FLOOR AROUND FUEL TANK. RE:

STRUCTURAL DRAWINGS.

14 EXISTING ELECTRIC TRANSFORMER

15 NEW CONCRETE SIDEWALK. SLOPE 1/8"/FT AWAY

FROM BUILDING. RE: CIVIL DRAWINGS.

16 EXISTING OVERHANG

17 EXISTING CONCRETE BARRIER

18 END SIDEWALK

19 EXISTING VENT.

20 NEW FUEL TANK BUILDING.

21 INSTALL 65' LONG X 4' WIDE CONCRETE SWALE

BETWEEN BUILDING AND EXISTING CONCRETE

BARRIER WALL. GRADE TO DRAIN. REPLACE GRASS

AREA WITH 4" THICK CONCRETE. RE: CIVIL

DRAWINGS.

22 CONNECT TO EXISTING CURB. RE: CIVIL

DRAWINGS.

24 PLACE 31 SQ. YD. OF NEW 2" THICK ASPHALT

PAVING. CONNECT TO EXISTING ASPHALT. RE:

CIVIL DRAWINGS.

25 NEW CONCRETE SWALES. RE: CIVIL DRAWINGS.

26 INSTALL NEW SINGLE ELECTRONIC SECURITY

GATE. RE: CIVIL DRAWINGS.

SITE LEGEND

BUILDING 18 FIRST FLOOR - 11,426 GSF

BUILDING 18 BASEMENT - 1,683 GSF

BUILDING 18 TOTAL = 13,109

GENERATOR BUILDING TOTAL = 1,206 GSF

FUEL TANK BUILDING TOTAL = 630 GSF

PROJECT TOTAL = 14,945 GSF

1 Addendum #1 5.15.26

DN

DN

DN

DN

DN

OFFICE

104B

BREAK

RM

104A

OFFICE

104C

MENS RR

105B

WMS RR

105A

LAUNDRY

105A

ROOF

OVERHEAD

WASH WASH WASH

WASH WASH WASH WASH WASH

DRYER

DRYER

FOLDING

FOLDING

HOIST

ROOF OVERHEAD

RAMP

RAMP RAMP

RAMP

WASH WASH

x x x x

EXISTING

FENCE

HVAC

1 1

2 2

TYP.

TYP.

TYP.

111111

TYP.

TYP.

3 3

4 4

4 4

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TABLE

HVAC

HVAC

EXISTING

LIFT

ROOF OVERHEAD

CAR WASH

TABLE

SCALE

SCALE

AREA

WAY

AREA

WAY

LOADING

DOCK

LOADING

DOCK

EXTERIOR

CANOPY

OVERHANG

12 12

LAUNDRY INTAKE AREA

LAUNDRY

OFFICE

FEMALE TLT

MEN'S TLT

LAUNDRY

OFFICE

LAUNDRY

ELECTRICAL RM.

DRESSING/TLT

106A

MEN'S TLT.

SCALE

TYP.

TYP.

TYP.

16 16

FOLDING EQUIPMENT

EXISTING

EXTERIOR

COVERED STORAGE

METAL BUILDING

(EXISTING)

0 1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

CONTROL

BOX

18 TYP.

18 18

EXISTING FENCE

EXISTING 14' GATE

EXISTING

CONCRETE

RETAINING

WALL

x x

EXISTING

CONCRETE

CURB

19 17

CURVED CART WASH DOOR

CART WASH

VACUUM

PUMP

1. REFER TO ENLARGED FLOOR PLANS, ELEVATIONS

AND DETAILS ON OTHER DRAWING SHEETS FOR

ADDITIONAL DETAILS OF NEW WORK.

2. CONTRACTOR TO VERIFY CONDITION IN FIELD

PRIOR TO COMMENCEMENT OF WORK.

3. REFER TO SHEET SERIES FP, P, M, E AND T FOR

ADDITIONAL DETAIL OF DEMOLITION AND NEW

WORK RELATED TO THOSE DISCIPLINES.

4. REPAIR ALL WALL CONDITIONS THAT ARE

IMPACTED BY DEMOLITION WITH 5/8" GYPSUM

BOARD AND COLD FORMED METAL FRAMING.

MATCH EXISTING DEPTH AND WALL FINISH.

PROVIDE/INSTALL ALL COMPONENTS AS

PREVIOUSLY INDICATED TO ACHIEVE A FLUSH

CONSISTENT AESTHETIC FINISH.

5. ALL COMPONENTS INDICATED TO BE REMOVED

AND SALVAGED SHALL BE LABELED AND

RETURNED TO THE OWNER. COORDINATE WITH

COR FOR LOCATIONS.

6. ALL COMPONENTS INDICATED TO BE REMOVED

AND DEMOLISHED SHALL BE DISPOSED OFF-SITE

DAILY.

7. DEMOLITION PLAN DIMENSIONS SHALL BE FROM

EXISTING FACE OF FINISHED WALL PARTITION

UNLESS NOTED OTHERWISE. ALL DIMENSIONS

ARE APPROXIMATE AND SHALL BE FIELD VERIFIED

PRIOR TO BEGINNING DEMOLITION.

8. ALL DEMOLITION SCOPE OF WORK INDICATED ON

THESE DRAWINGS SHALL BE COORDINATED WITH

THE OTHER CONSULTANT/DISCIPLINE DRAWINGS

AS WELL REFER TO THEIR DRAWINGS FOR

ADDITIONAL DETAILS.

9. DEMOLITION SHALL BE TO THE MAXIMUM EXTENT

POSSIBLE IN ORDER TO COMPLETE THE SCOPE

OF WORK. ADVISE THE ARCHITECT OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH THE

AFFECTED DEMOLITION CONDITIONS.

10. THE GENERAL CONTRACTOR (GC) SHALL BE

RESPONSIBLE FOR TAKING ADEQUATE

PRECAUTIONS TO PROTECT BUILDING

OCCUPANTS, MATERIALS, AND EXISTING FINISHES

THROUGHOUT ALL PHASES OF CONSTRUCTION.

ANY DAMAGE TO THE EXISTING COMPONENTS,

WHICH HAVE NOT BEEN IDENTIFIED FOR

REMOVAL, DEMOLITION, SHALL BE RESTORED TO

THE ORIGINAL CONDITION AT THE GENERAL

CONTRACTORS EXPENSE.

11. GENERAL CONTRACTOR (GC) IS RESPONSIBLE

FOR KEEPING A CLEAN AND SAFE ENVIRONMENT

THROUGHOUT CONSTRUCTION.

12. GENERAL CONTRACTOR (GC) SHALL COMPLY

WITH VA'S ICRA REQUIREMENTS. COORDINATE

WITH COR PRIOR TO COMMENCING ANY

DEMOLITION ACTIVITIES

13. ALL WALL PARTITIONS SHALL BE FULLY REMOVED

FROM FLOOR TO DECK.

14. ALL CABLING SHALL BE REMOVED BACK TO POINT

OF ORIGIN WHICH MAY REQUIRE WORK OUTSIDE

THIS FOOTPRINT.

15. AFTER DEMO, GENERAL CONTRACTOR WILL FIELD

VERIFY MEASUREMENTS AND CONDITIONS PRIOR

TO BEGINNING NEW CONSTRUCTION.

16. GENERAL CONTRACTOR (GC) SHALL PROVIDE

DETAILED CONSTRUCTION PLAN WHICH CLEARLY

SHOWS HOW ACCESS TO/FROM OCCUPIED

AREAS IS MAINTAINED DURING CONSTRUCTION.

17. SEE PHASING SHEETS G-007 AND G-008 FOR

MORE INFORMATION.

DEMOLISHED WALL

EXISTING WALL

DEMOLISHED DOORS

DEMOLISHED WINDOWS

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs#

ACG Project Number

5/

/2

:0 7:

A

M Au to de sk D oc s:

//2

VA

T us ca lo os a La un dr y R en o

Ad d' n

Bl dg

8/

V

A Tu sc al oo sa

L au nd ry

R en o Bl dg . 1

8.

-U

PD

AT

ED

M

O D

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0.

8.

.rv t

AD-101

FIRST FLOOR PLAN - DEMO

3 30EM

LAUNDRY RENOVATION AND

ADDITION, BLDG. #18

TUSCALOOSA VETERANS

ADMINISTRATION MEDICAL CENTER

3701 LOOP ROAD, TUSCALOOSA,

ALABAMA 35404 FEBRUARY 26, 2026

100% CONSTRUCTION DOCUMENTS

679-24-102

GC

1/8" = 1'-0"1 FIRST FLOOR PLAN - DEMO

1 DEMOLISH EXISTING WINDOWS, TYP. LEAD BASED

PAINT MAY BE PRESENT IN WINDOWS. TAKE PROPER

PRECAUTIONS WHEN REMOVING WINDOWS. REMOVE

LOUVERS/AC UNITS IN WINDOWS IF APPLICABLE. SEE

SHEET A-101 FOR NEW WORK.

2 DEMOLISH EXISTING DOORS AND DOOR FRAMES,

REMOVE AND REPLACE ALL DOOR HARDWARE, TYP.

SEE SHEET A-101 FOR NEW WORK. SEE DOOR

SCHEDULE FOR MORE INFORMATION.

3 EXISTING EXTERIOR RAILINGS TO REMAIN. PREPARE

RAILINGS FOR NEW WORK (CLEANING,

REFURBISHING, AND REPAINTING). REPLACE

EXISTING RAILINGS "NO MORE THAN 100 LINEAL

FEET" ONLY IF REQUIRED DUE TO DAMAGE OR

MATERIAL FAILURE. SEE SHEET A-101 FOR NEW

WORK.

4 MITIGATE AND REMOVE LEAD PAINT ON INTERIOR

WALLS IN PREPARATION FOR NEW PAINT. SEE SHEET

A-101 FOR NEW WORK.

5 SCRAPE, SAND, AND CLEAN EXISTING WOOD CEILING

STRUCTURE ABOVE IN PREPARATION FOR NEW

PAINT. MITIGATE AND REMOVE LEAD PAINT. SEE

SHEET A-101 FOR NEW WORK.

6 EXISTING STOREFRONT WALL TO REMAIN.

7 DEMOLISH EXISTING RESTROOM STALLS AND

PLUMBING FIXTURES. SEE SHEETS A-401 AND A-402

FOR NEW WORK.

8 DEMOLISH EXISTING SHOWER (INCLUDING TILE AND

GROUT), SEE SHEETS A-401 AND A-402 FOR NEW

WORK.

9 DEMOLISH EXISTING MOSAIC TILE FLOORING AND

WALL BASE, TYP. SEE SHEET A-101 FOR NEW WORK.

10 REMOVE AND REPLACE EXISTING ROOF ACCESS

LADDER. SEE SHEET A-101 FOR NEW WORK.

11 DEMOLISH EXISTING RESTROOM WALL TILE. SEE

SHEETS A-401 AND A-402 FOR NEW WORK.

12 EXISTING CONCRETE FLOORING TO REMAIN.

13 EXISTING STEEL WINDOW TO REMAIN. PREPARE

WINDOW FOR NEW WORK. (CLEANING,

REFURBISHING, AND REPAINTING). SEE SHEET A-101

FOR NEW WORK.

14 PREPARE OPENING FOR NEW WINDOWS. SEE SHEET

A-101 FOR NEW WORK.

15 DEMOLISH EXISTING TRANSOM ABOVE DOOR. SEE

SHEET A-101 FOR NEW WORK.

16 DEMOLISH EXISTING CONCRETE FLOORING. SEE

SHEET A-101 FOR NEW WORK.

17 DEMOLISH EXISTING LVT FLOORING AND WALL BASE,

TYP. SEE SHEET A-101 FOR NEW WORK.

18 REPAIR AND REFURBISH EXISTING STEEL COLUMNS.

PREPARE SURFACE FOR NEW PAINT. SEE

STRUCTURAL DRAWINGS FOR EXTENT OF REPAIRS.

SEE SHEET A-101 FOR NEW WORK.

19 COVER/PROTECT VENT BELOW DURING

CONSTRUCTION.

AREA OF WORKKEY PLAN

SCALE: NO SCALE

18B-FUEL TANK

BUILDING #18

18A-GENERATOR

FUTURE BLDG.

NOT IN SCOPE

EXTERIOR

COVERED STORAGE

NORTH

0 4 8 1611,426 GSF

KEY NOTES:#

DEMO LEGEND

FINISH FLOOR

0' - 0"

FINISH GRADE

-2' - 6"

ROOF

27' - 6 7/8"

BASEMENT LEVEL

-10' - 0"

MECHANICAL EQUIPMENT

LOADING DOCK

443.69' - 0"

RE: CIVIL

ABCDE

9 89

FINISH FLOOR

0' - 0"

T.O. COLUMN

13' - 0"

FINISH GRADE

-2' - 6"

ROOF

27' - 6 7/8"

BASEMENT LEVEL

-10' - 0"

1 1 1

2 2

443.69' - 0"

RE: CIVIL

A B C D E

A. VERIFY ALL EXISTING CONDITIONS ON SITE PRIOR

TO COMMENCING WORK. NOTIFY ARCHITECT

IMMEDIATELY OF ANY DISCREPANCIES BETWEEN

DRAWINGS AND ACTUAL CONDITIONS.

B. REMOVE EXISTING WINDOWS AND DOORS AS

INDICATED. MAINTAIN EXISTING ROUGH

OPENINGS UNLESS OTHERWISE NOTED.

C. PROTECT SURROUNDING CONSTRUCTION AND

FINISHES DURING DEMOLITION AND

INSTALLATION. ANY DAMAGE TO REMAIN SHALL

BE REPAIRED AT NO ADDITIONAL COST TO THE

OWNER.

D. CLEAN, PATCH, AND REPAIR EXISTING MASONRY

AT WINDOW AND DOOR OPENINGS WHERE

REQUIRED FOR PROPER FIT AND FINISH OF NEW

UNITS. MASONRY REPAIR TO MATCH EXISTING IN

MATERIAL, COLOR, TEXTURE, AND TOOLING.

E. REFURBISH SELECTED EXISTING WINDOWS AS

INDICATED ON THE DRAWINGS. WORK TO

INCLUDE CLEANING, REPAIR OF DAMAGED

COMPONENTS, RE-GLAZING (IF APPLICABLE),

REFINISHING, AND ENSURING PROPER

OPERATION.

F. REFURBISH EXISTING RAILINGS AS INDICATED.

WORK TO INCLUDE RUST REMOVAL, REPAIR OF

DAMAGED SECTIONS, REFINISHING, AND

REPAINTING. REPLACE RAILINGS ONLY WHERE

EXISTING CONDITIONS RENDER REPAIR

INFEASIBLE, SUBJECT TO ARCHITECT’S

APPROVAL.

G. REFURBISH SELECTED EXISTING DOORS AS

INDICATED ON THE DRAWINGS. WORK TO

INCLUDE CLEANING, HARDWARE REPAIR ,

REFINISHING, AND ENSURING PROPER

OPERATION.

H. COORDINATE WITH OWNER AND ARCHITECT TO

DETERMINE FINAL SCOPE OF REFURBISHMENT

FOR EACH EXISTING ELEMENT PRIOR TO

COMMENCEMENT.

I. PROVIDE TEMPORARY WEATHER PROTECTION AT

ALL OPENINGS DURING CONSTRUCTION TO

PREVENT WATER INFILTRATION OR DAMAGE TO

THE INTERIOR.

J. ALL WASTE MATERIALS TO BE REMOVED FROM

SITE AND DISPOSED OF IN ACCORDANCE WITH VA

REQUIREMENTS.

K. CONTRACTOR SHALL MAINTAIN A CLEAN AND

SAFE WORK AREA AT ALL TIMES.

L. ALL WORK SHALL COMPLY WITH APPLICABLE

BUILDING CODES, PRESERVATION GUIDELINES (IF

APPLICABLE), AND MANUFACTURER’S

INSTALLATION REQUIREMENTS.

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs#

ACG Project Number

5/

/2

:1 5:

A

M Au to de sk D oc s:

//2

VA

T us ca lo os a La un dr y R en o

Ad d' n

Bl dg

8/

V

A Tu sc al oo sa

L au nd ry

R en o Bl dg . 1

8.

-U

PD

AT

ED

M

O D

EL

0.

8.

.rv t

AD-201

EXTERIOR ELEVATIONS - DEMO

5 30EM

LAUNDRY RENOVATION AND

ADDITION, BLDG. #18

TUSCALOOSA VETERANS

ADMINISTRATION MEDICAL CENTER

3701 LOOP ROAD, TUSCALOOSA,

ALABAMA 35404 FEBRUARY 26, 2026

100% CONSTRUCTION DOCUMENTS

679-24-102

GC

1/8" = 1'-0"1 EAST ELEVATION - DEMO

1/8" = 1'-0"2 WEST ELEVATION - DEMO

1 DEMOLISH EXISTING AWNINGS AND ALL

ATTACHMENTS. REPAIR AND SEAL ALL ANCHOR

HOLES AND SURFACE DAMAGE TO MATCH EXISTING

FINISHES. PROPERLY DISPOSE OF ALL MATERIALS.

2 DEMOLISH EXISTING WINDOWS, TYP. LEAD BASED

PAINT MAY BE PRESENT IN WINDOWS. TAKE PROPER

PRECAUTIONS WHEN REMOVING WINDOWS. REMOVE

LOUVERS/AC UNITS IN WINDOWS IF APPLICABLE. SEE

SHEETS A-201 & A-202 FOR NEW WORK.

4 EXISTING EXTERIOR RAILINGS TO REMAIN. PREPARE

RAILINGS FOR NEW WORK (CLEANING,

REFURBISHING, AND REPAINTING). REPLACE

EXISTING RAILINGS ONLY IF REQUIRED DUE TO

DAMAGE OR MATERIAL FAILURE. SEE SHEETS A-201 &

A-202 FOR NEW WORK.

5 EXISTING CANOPY TO REMAIN.

6 REMOVE AND REPLACE EXISTING MECHANICAL

EQUIPMENT. SEE MECHANICAL DRAWINGS FOR MORE

INFORMATION.

7 REMOVE AND REPLACE EXISTING ROOF ACCESS

LADDER. SEE SHEETS A-201 & A-202 FOR NEW WORK.

8 EXISTING WINDOW TO REMAIN. PREPARE WINDOW

FOR NEW WORK. (CLEANING, REFURBISHING, AND

REPAINTING). SEE SHEETS A-201 & A-202 FOR NEW

WORK.

9 EXISTING DOORS TO REMAIN. PREPARE DOORS FOR

NEW WORK (CLEANING, REFURBISHING, AND

REPAINTING). SEE SHEETS A-201 & A-202 FOR NEW

WORK.

10 EXISTING TRANSOM WINDOW ABOVE DOORS TO

REMAIN. PREPARE TRANSOM WINDOW FOR NEW

WORK (CLEANING, REFURBISHING, AND REPAINTING).

SEE SHEETS A-201 & A-202 FOR NEW WORK.

SS

DN

DN

DN

DN

DN

DN

FEC FEC

CR CR

CRCR

CR

ES

ESESADOADO

ADO

ADOCR

ES

AD-202

RAMP RAMP

EXTERIOR

CANOPY

OVERHEAD

EXISTING

EXTERIOR

COVERED STORAGE

CURVED CART WASH DOOR

ELECTRICAL

ROOM

LAUNDRY

(DIRTY

WASH)

105A

WASHER

WASHER WASHER

WASHER WASH WASH WASH WASH

DRYER

DRYER

FOLDING EQUIPMENT

FOLDING

EQUIPMENT

WASH WASH

HOIST

CONTROL

EXISTING

LIFT

TOWEL

FOLDING

TABLE

SCALE

SCALE

HVAC

UNIT 1

EXISTING FENCE

x x

EXISTING

FENCE

CART WASH

3 2

3 3

TYP.

TYP.

TYP.

TYP.

TYP.

LOADING

DOCK

Maa3

Maa3Maa3

Ma3

Ma3

Ma3

Ma3 10 4E

4D

4C

HVAC

UNIT 2

LINE OF ROOF

OVERHANG

EXTERIOR

CANOPY

OVERHANG

CRAWL SPACE

ACCESS UNDER WINDOW

EXISTING 14' GATE

FOLDING EQUIPMENT

WET

CLOTHES

IN

MAINTENANCE.

WORK

STATION

W4

W4

W3

W3

W3

W2 W2 W2 W2 W3W4

W1 W1 W1W3 W5W5

W1

AD-202

Sim

A-2011

A-201 2

A-104

GENERATOR RM.

ELECTRICAL RM.

A-300

A-300

A-402

A-401

A-401

A-402

05B 06

L2

L1

C

LAUNDRY INTAKE AREA

108 MEN'S TLT.

DRESSING/TLT

106A

LAUNDRY

OFFICE

LAUNDRY

BREAK ROOM

104A

OFFICE

104C

LAUNDRY

MEN'S TLT

FEMALE TLT

OFFICE

NEW

GENERATOR

PAVEMENT AREA

MECHANICAL

DUCT

EXISTING

OVERHEAD

DOOR

METAL BUILDING

(EXISTING)

EXISTING

LAWN AREA

GATE ARM

RE: CIVIL

DRAWINGS

DAY

FUEL

TANK

EXISTING

CONCRETE

RAMPS

GUARD RAIL

T

T

T

SI

D

EW

AL

K

EXISTING

CONCRETE

RAMPS

EXTERIOR

CANOPY

OVERHEAD

SI

D

EW

AL

K

1 1 1 1

111111

A-300

W2 1

8 8

EXISTING

OVERHEAD

DOOR

14' - 9"

13' - 2"

1' - 7"

2'

6"

104B

CONTROL

BOX

3'

4" 4" 4"

3'

4"

Ma3

Ma3

Ma3

Ma3

105A

MICRO REF.

IC

E

A-500 1A-500

A-403

1'

6"

1'

0"

FIELD VERIFY

19' - 3"

FIELD VERIFY

30' - 1"

FI

EL

D V

ER

IF

Y 9'

VI

F

6'

1/

2"

FIELD VERIFY

30' - 6 1/2"

VI

F

5'

1"

FIELD VERIFY

7' - 0"

FI

EL

D V

ER

IF

Y

2' - 4"

FI

EL

D V

ER

IF

Y 9'

7"

FI

EL

D V

ER

IF

Y 8'

7"

A-500

Sim

FI

EL

D V

ER

IF

Y

/2

5' - 11"

VIF

3' - 1"

VI

F

3'

/2

FIELD VERIFY

14' - 7 1/2"

FI

EL

D V

ER

IF

Y

1"

4' - 4 1/2"

1'

1/

2"

FIELD VERIFY

9' - 2"

Maa3

5C

5D

5E

105F 105G

105B

0A

0B

106A 106

/6 A-500

AREA

WAY

AREA

WAY

VENT

BLOCK

WALL

EXISTING

CONCRETE

CURB

EXISTING

CONCRETE

CURB

SERVICE DRIVE

C O

N C

R

ET

E D

R

IV

E

EXISTING DRIVE

NEW CONCRETE

SIDEWALK

NEW CONCRETE

SIDEWALK

EXISTING

SUPPORTS, TYP.

EXISTING

CONCRETE

RETAINING

WALL

27 27 x x x x

SL

O

PE

SL

O

PE

SL

O

PE

LOCKERS

EXISTING

CONCRETE

RETAINING

WALL

05A

104A

5' - 0"

1'

5"

1' - 6"

1'

6"

GRASS

TYP.

FUTURE BUILDING

BY OTHERS

VACUUM

PUMP

NEW CONCRETE SWALE

GRADE TO DRAIN

RE: CIVIL DRAWINGS

/1 A-402

Maa6

/5 A-500

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

FE

C

FE

C

FEC FEC

FEC

3'-4 1/2"

SL

O

PE

SL

O

PE

0 1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

/1 A-501

/5 A-403

3' -1

1"

23'-1 3/8"

1'- 9"

FIELD VERIFY

19'-6 1/2"

FI

EL

D V

ER

IF

Y 7'

-5

/4

Ma6 Ma6

Ma3Ma3

FD

FD

FD

FD

FD

FD

FD

FE

C

FE

C

FEC

FEC

FE

C

FEC

FEC

RAMP DN.

RAMP DN.

4' -0

5"

4' -0

8" 3'

-0

'-1

TYP.

W6

W6

S

FD

W8

W7

W7

FB2 = FIRE BARRIER 2HR

NON-RATED INTERIOR PARTITION

WALL WITH INSULATION

EXISTING WALL

WINDOW TYPE

DOOR NUMBER

TYPICAL KEYNOTE

WALL TYPE

FUTURE BUILDING

EXISTING TO REMAIN

CONCRETE PAVING

ASPHALT PAVING

GRAVEL PAVING

THE FOLLOWING DEDUCTIVE BID ALTERNATES

ARE TO BE TAKEN IN ORDER IF THE PROJECT

COMES IN OVER BUDGET, AND EACH WILL

INCLUDE THE PRECEDING ALTERNATE UNTIL

THE PROJECT IS BACK IN BUDGET, EACH

DEDUCTIVE ALTERNATE MUST BE TAKEN IN

ITS ENTIRETY. REFER TO DRAWINGS FOR

FURTHER DETAILS AND INFORMATION.

Deduct Alternate #1

HANDRAILS – DO NOT REPLACE HANDRAILS -

CLEAN, PAINT AND REPAIR ONLY.

Deduct Alternate #2

EXTERIOR DOORS – REPAIR AND REPAINT

ONLY.

Deduct Alternate #3

EXTERIOR WINDOWS – REPAIR, CLEAN AND

REPAINT ONLY.

Deduct Alternate #4

BRICK REPAIR/CLEANING/REPOINTING – OMIT

CLEANING AND REPOINT ONLY WHERE

ABSOLUTELY NEEDED. (CRACKS OR DAMAGE)

Deduct Alternate #5

STAIR TO ROOF – REPAIR AND REPAINT SHIPS

LADDER TO ROOF INSTEAD OF REPLACING IT.

Deduct Alternate #6

LOADING DOCK LEVELER – OMIT DOCK

LEVELER IN ITS ENTIRETY.

# ALTERNATE NOTES

1/8" = 1'-0"1 FLOOR PLAN

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs#

ACG Project Number

5/

/2

:5 6:

A

M Au to de sk D oc s:

//2

VA

T us ca lo os a La un dr y R en o

Ad d' n

Bl dg

8/

V

A Tu sc al oo sa

L au nd ry

R en o Bl dg . 1

8.

-U

PD

AT

ED

M

O D

EL

0.

8.

.rv t

A-101

FIRST FLOOR PLAN

8 30EM

LAUNDRY RENOVATION AND

ADDITION, BLDG. #18

TUSCALOOSA VETERANS

ADMINISTRATION MEDICAL CENTER

3701 LOOP ROAD, TUSCALOOSA,

ALABAMA 35404 FEBRUARY 26, 2026

100% CONSTRUCTION DOCUMENTS

679-24-102

GC

PARTITION LEGEND

1 INSTALL NEW EXTERIOR LOW - E LAMINATED

GLAZED WINDOWS AND FRAMES, TYP. MATCH

EXISTING ROUGH OPENINGS AND VERIFY FIELD

DIMENSIONS PRIOR TO FABRICATION. REMOVE ONE

WINDOW(PRIOR TO ORDERING WINDOWS) TO

VERIFY WINDOW OPENINGS AND REPLACE WITH

PLYWOOD FOR DIMENSION PURPOSES ONLY.SEE

SHEET A-601 FOR MORE INFORMATION. PAINT

FRAMES DARK GRAY (P-3).

2 INSTALL NEW EXTERIOR DOORS. MATCH EXISTING

ROUGH OPENINGS. COORDINATE HARDWARE AND

CLEARANCES WITH DOOR SCHEDULE. SEE DOOR

SCHEDULE SHEET A-601 FOR MORE INFORMATION.

PAINT DARK GRAY (P-3).

3 EXISTING EXTERIOR RAILINGS TO REMAIN. CLEAN,

REFURBISH, AND REPAINT - BLACK (P-4). REPLACE

RAILING COMPONENTS ONLY AS REQUIRED DUE TO

DAMAGE OR MATERIAL FAILURE. PROVIDE 4X4

BLACK-COATED MESH AT BACK SIDE OF RAILINGS,

TYPICAL. INSTALL NEW 36" HIGH HANDRAILS AND

HANDRAIL EXTENSIONS AT EXISTING RAMPS AND

STAIRS THAT ARE 42" HIGH. SEE: SHEET A-500 FOR

DETAILS.

4 PREPARE AND APPLY NEW PAINT (P-1) FINISH TO

ALL EXISTING AND NEW INTERIOR WALLS (GYPSUM

BOARD OR MASONRY), TYPICAL. INCLUDE SURFACE

PREPARATION, PATCHING, AND PRIMER. SEE ROOM

FINISH SCHEDULE SHEET A-603 FOR MORE

INFORMATION.

5 PREPARE AND PAINT (P-2) EXPOSED WOOD

STRUCTURE/CEILING FOLLOWING COMPLETION OF

CEILING REPAIRS AND HAZARDOUS MATERIALS

ABATEMENT.

6 EXISTING WALL AT WASH MACHINES TO REMAIN.

PROTECT DURING CONSTRUCTION.

7 INSTALL NEW ADA-COMPLIANT SHOWER

ASSEMBLY. REFER TO ENLARGED PLANS AND

DETAILS FOR CONFIGURATION AND ACCESSORIES.

RE:

8 INFILL EXISTING OPENING WITH NEW WALL. MATCH

EXISTING CONSTRUCTION TYPE, THICKNESS, AND

FINISHES.

9 RESURFACE PLAM COUNTERTOP. PROVIDE 1/4"

CORIAN SOLID SURFACE OVERLAY, FACTORY

FABRICATED AND FIELD INSTALLED.

10 FIRE RISER LOCATION. RE:FX101.

11 MECHANICAL EQUIPMENT. REFER TO MECHANICAL

DRAWINGS FOR MORE INFORMATION.

12 INSTALL NEW HDPE TOILET PARTITIONS, TYPICAL,

INCLUDING ALL HARDWARE AND FASTENERS.

13 INSTALL NEW EAGLE GRIP (OR VA-APPROVED

EQUAL) FLOORING AND EAGLE GRIP BASE,

TYPICAL. PROVIDE ALL ADHESIVES AND

TRANSITIONS. SEE ROOM FINISH SCHEDULE SHEET

A-603 FOR MORE INFORMATION.

14 INSTALL NEW LVT FLOORING WITH NEW RESILIENT

BASE, TYPICAL. PROVIDE ALL ADHESIVES AND

TRANSITIONS. SEE ROOM FINISH SCHEDULE SHEET

A-603 FOR MORE INFORMATION.

15 INSTALL NEW TRANSOM WINDOW ABOVE DOOR.

COORDINATE SIZE WITH EXISTING ROUGH

OPENING. PAINT WINDOW FRAMES DARK GRAY

(P-3). SEE DOOR SCHEDULE SHEET A-601 FOR

MORE INFORMATION.

16 PROVIDE NEW 24" DEEP SOLID SURFACE

COUNTERTOP (QS-1), INCLUDING METAL SUPPORTS

WHERE SHOWN. RE:

17 FURNISH AND INSTALL ELECTRICAL EQUIPMENT AS

INDICATED. REFER TO ELECTRICAL DRAWINGS AND

SPECIFICATIONS.

18 INSTALL NEW GENERATOR AS INDICATED. REFER

TO MECHANICAL DRAWINGS AND SPECIFICATIONS.

19 INSTALL NEW FUEL TANK AS INDICATED. REFER TO

MECHANICAL DRAWINGS AND SPECIFICATIONS.

20 EXISTING STEEL WINDOW TO REMAIN. CLEAN AND

REFURBISH AND PAINT - DARK GREY (P-3). PROVIDE

STORM WINDOW OVER INTERIOR SIDE OF WINDOW.

21 INSTALL NEW ROOF ACCESS LADDER. RE:

22 ALIGN NEW WALL CONSTRUCTION FLUSH WITH

ADJACENT EXISTING WALL.

23 INSTALL NEW LOADING DOCK LEVELER. RE:

24 PROVIDE NEW GATE FOR TRUCK LOADING

AREA.RE:

25 INSTALL PRIVACY GLASS AT BATHROOM WINDOWS.

26 INSTALL NEW BATHROOM DOORS WITHIN EXISTING

ROUGH OPENINGS. COORDINATE HARDWARE,

CLEARANCES, AND DOOR TYPE WITH DOOR

SCHEDULE. SEE DOOR SCHEDULE SHEET A-601.

27 PROVIDE DOWNSPOUT DISCHARGE TO CONCRETE

SWALE. REFER TO CIVIL DRAWINGS.

28 INSTALL NEW CONCRETE FLOORING WITH UNIFORM

SLOPE 1/8" PER FOOT MINIMAL TO FLOOR DRAINS

AS INDICATED. COORDINATE SLAB THICKNESS,

REINFORCEMENT, AND FINISH WITH STRUCTURAL

DRAWINGS.

29 REPAIR AND REPAINT EXISTING STEEL COLUMNS.

SEE STRUCTURAL DRAWINGS FOR EXTENT OF

REPAIRS. PAINT - BLACK (P-4).

30 LOCKERS. CONTRACTOR PURCHASED AND

INSTALLED. PROVIDE TWENTY-FOUR (24)

12"X12"X18" HIGH PLACTIC LOCKERS. SALISBURY

12" WIDE 4 TIER PLASTIC LOCKER 3 UNITS WIDE OR

VA APPROVED EQUAL.

31 REPAIR DAMAGED CONCRETE. REFER TO

STRUCTURAL DRAWINGS FOR EXTENT OF REPAIRS.

32 NO 4X4 BLACK COATED MESH IS NEEDED AT THE

STAIRS TO THE BASEMENT.

33 INSTALL NEW SLAB TOPPING. SLOPE FLOOR 1/8"

PER FOOT MINIMAL TO DRAIN. RE: STRUCTURAL

DRAWINGS FOR MORE INFORMATION.

NORTH

0 4 8 16

AREA OF WORKKEY PLAN

SCALE: NO SCALE

18B-FUEL TANK

BUILDING #18

18A-GENERATOR

FUTURE BLDG.

NOT IN SCOPE

EXTERIOR

COVERED STORAGE

SYMBOLS LEGEND:

SITE LEGEND

33333

3 3 3 3

1. SEE SHEET G-001 AND G-002 FOR GENERAL NOTES

AND SYMBOLS.

2. FIELD VERIFY ALL EXISTING CONDITIONS,

DIMENSIONS, AND ROUGH OPENINGS PRIOR TO

COMMENCEMENT OF WORK. DO NOT SCALE

DRAWINGS.

3. REFER TO ENLARGED FLOOR PLANS, ELEVATIONS,

SECTIONS AND SCHEDULES ON OTHER DRAWINGS

SHEETS FOR ADDITIONAL DETAILS.

4. GENERAL CONTRACTOR SHALL VERIFY

DIMENSIONS OF OWNER FURNISHED EQUIPMENT

AND COORDINATE INSTALLATION WITH ALL

TRADES WHERE REQUIRED.

5. CONTRACTOR SHALL COORDINATE ALL NEW AND

REFURBISHED WORK WITH EXISTING

CONSTRUCTION TO MAINTAIN CONTINUITY OF

MATERIALS, ALIGNMENTS, AND FINISHES, UNLESS

OTHERWISE NOTED.

6. ALL PENETRATIONS THROUGH FIRE-RATED AND

SMOKE PARTITIONS SHALL BE FIRESTOPPED WITH

VA-APPROVED OR UL-LISTED FIRE BARRIER

SYSTEMS AS REQUIRED TO MAINTAIN FIRE

RATINGS AND COMPLY WITH APPLICABLE BUILDING

CODES AND NFPA STANDARDS. INSTALL PER UL

ASSEMBLIES AND MANUFACTURER’S

INSTRUCTIONS.

7. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF

FIRE-RATED AND SMOKE PARTITIONS. ALL FIRE

AND SMOKE PARTITIONS SHALL EXTEND FROM

FINISHED FLOOR TO THE UNDERSIDE OF

STRUCTURE ABOVE UNLESS NOTED OTHERWISE.

8. PROVIDE TYPE “X” GYPSUM BOARD WHERE

REQUIRED BY CODE OR LIFE SAFETY PLANS.

9. ALL INTERIOR PARTITIONS SHALL EXTEND TO

STRUCTURE ABOVE FOR HIPAA COMPLIANCE,

UNLESS NOTED OTHERWISE.

10. PROVIDE SUPPLEMENTAL METAL STUD FRAMING,

INSULATION, AND FINISH MATERIALS AS REQUIRED

TO MAINTAIN FIRE-RESISTANCE RATINGS AT

RECESSED ITEMS AND PENETRATIONS.

11. PROVIDE METAL STUD FRAMING AROUND ALL WALL

PENETRATIONS THROUGH METAL STUD / GYPSUM

BOARD PARTITIONS.

12. ALL STEEL STUDS SHALL BE BRACED IN

ACCORDANCE WITH MANUFACTURER’S LIMITING

HEIGHT REQUIREMENTS, L/240 MINIMUM. EXTERIOR

STUDS SHALL BE 6" MINIMUM UNLESS NOTED

OTHERWISE.

13. PROVIDE DEFLECTION TRACKS WHERE METAL

STUD PARTITIONS INTERSECT UNDERSIDE OF

STRUCTURE OR METAL DECK.

14. PROVIDE 16 GAUGE METAL STUDS AT WET WALLS

AND RESTROOM LOCATIONS. ALL OTHER INTERIOR

STUDS SHALL BE 20 GAUGE MINIMUM UNLESS

NOTED OTHERWISE.

15. NEW WALLS SHALL ALIGN WITH EXISTING WALLS

WHERE INDICATED AND MATCH EXISTING

MATERIALS AND CONSTRUCTION.

16. NEW WINDOWS, TRANSOM WINDOWS, AND DOORS

SHALL MATCH EXISTING ROUGH OPENING

CONDITIONS UNLESS NOTED OTHERWISE. REFER

TO DOOR AND WINDOW SCHEDULES FOR

ADDITIONAL REQUIREMENTS.

17. EXISTING WINDOWS AND DOORS IDENTIFIED TO

REMAIN SHALL BE CLEANED, REPAIRED,

REFURBISHED, AND REPAINTED AS NOTED.

PROVIDE STORM WINDOWS, PRIVACY GLAZING, OR

SPECIALTY GLAZING WHERE INDICATED.

18. CAULK AND SEAL ALL WINDOW FRAMES, DOOR

FRAMES, TRANSOMS, CASEWORK, CABINETRY,

AND TOILET ACCESSORIES AT ADJACENT

MATERIALS, WHETHER OR NOT JOINTS ARE

VISIBLE.

19. PROVIDE NEW FLOORING, BASE, AND FLOOR

FINISHES WHERE INDICATED, INCLUDING LVT,

EAGLE GRIP (OR VA-APPROVED EQUAL), AND NEW

CONCRETE FLOORS. PROVIDE UNIFORM SLOPES

TO FLOOR DRAINS WHERE NOTED.

20. PAINT ALL NEW AND EXISTING INTERIOR WALLS,

STRUCTURAL ELEMENTS, AND CEILINGS AS

INDICATED, INCLUDING WOOD STRUCTURE ABOVE

CEILINGS FOLLOWING REPAIR AND ABATEMENT.

REFER TO ROOM FINISH SCHEDULE A-603.

21. REFER TO ELECTRICAL DRAWINGS FOR

ELECTRICAL EQUIPMENT AND TO MECHANICAL

DRAWINGS FOR GENERATOR, FUEL TANK, AND

ASSOCIATED SYSTEMS.

22. ALL INTERIOR WALLS ARE TO HAVE A MINIMUM STC

RATING OF 50.

BUILDING 18 FIRST FLOOR - 11,426 GSF

BUILDING 18 BASEMENT - 1,683 GSF

BUILDING 18 TOTAL = 13,109

GENERATOR BUILDING TOTAL = 1,206 GSF

FUEL TANK BUILDING TOTAL = 630 GSF

PROJECT TOTAL = 14,945 GSF

1 Addendum #1 5.15.26

KEY NOTES:#

WASHER

WASHER WASHER

WASHER WASH WASH WASH WASH

DRYER

DRYER

FOLDING EQUIPMENT

FOLDING

EQUIPMENT

WASH WASH

HOIST

CONTROL

TOWEL

FOLDING

TABLE

SCALE

SCALE

AIR

COMPRESSORS

FOLDING EQUIPMENT

WET

CLOTHES

IN

MAINT.

WORK

STATION

LAUNDRY

INTAKE

AREA

LAUNDRY

(DIRTY

WASH)

105A

REMOVED

INFILLED WITH

BRICK

ORIGINAL ALUMINUM WINDOW

FROM 1980'S ADDITION

VINYL REPLACEMENT OF STEEL WINDOW IN

1930'S PART OF THE BUILDING.

REPLACE WITH NEW HISTORIC REPLACEMENT

WINDOW.

ORIGINAL STEEL WINDOW

1930'S PORTION OF THE

BUILDING - NON OPERATIONAL

THESE ARE THE ONLY TWO

UNTOUCHED WINDOWS.

EXISTING STEEL WINDOW TO REMAIN.

CLEAN, REFURBISH, AND REFINISH AS

REQUIRED. PROVIDE STORM WINDOW ON

INTERIOR SIDE OF WINDOW.

EXISTING 1930'S STEEL WINDOW MODIFIED

WITH LOUVER. LOUVER IS TO BE REMOVED.EXISTING 1930'S STEEL WINDOW MODIFIED

WITH LOUVER. LOUVER IS TO BE REMOVED.

EXISTING 1930'S STEEL WINDOW MODIFIED

WITH LOUVER. LOUVER IS TO BE REMOVED.

EXISTING 1930'S STEEL WINDOW MODIFIED

WITH LOUVER. LOUVER IS TO BE REMOVED.

EXISTING 1950'S STEEL WINDOW

MODIFIED FOR WINDOW A/C.

A/C WILL BE REMOVED

EXISTING 1950'S STEEL WINDOW

EXISTING 1950'S STEEL WINDOW. GLASS HAS

BEEN REPLACED. NOT SUITABLE FOR EGRESS

EXISTING 1950'S STEEL WINDOW. GLASS HAS

BEEN REPLACED. NOT SUITABLE FOR EGRESS

EXISTING 1950'S STEEL WINDOW. SECTION

REMOVED AND MODIFIED. NOT SUITABLE FOR

EGRESS.

EXISTING 1950'S STEEL WINDOW. GLASS HAS

BEEN REPLACED. NOT SUITABLE FOR EGRESS.

EXISTING 1950'S STEEL WINDOW. MODIFIED FOR

HVAC . NOT SUITABLE FOR EGRESS.

EXISTING 1980'S ALUMINUM WINDOW

EXISTING 1980'S ALUMINUM WINDOW EXISTING 1980'S ALUMINUM WINDOW

EXISTING 1980'S ALUMINUM WINDOW

EXISTING DOORS AND TRANSOMS IN 1930'S (2 &3) PORTION OF THE

BUILDING HAVE BEEN REPLACED. SO HAS DOOR #1 IN THE 1950'S

ADDITION. DOORS AND TRANSOMS WILL BE REPLACED W/ DOORS

AND TRANSOMS SIM TO WHAT IS EXISTING IN THE BASEMENT.

EXISTING BASEMENT DOOR IN 1930's PORTION

OF THE BUILDING HAS RUSTED OUT FROM

FLOODING. EXISTING DOORS TO REMAIN.

CLEAN, REFURBISH, AND REFINISH AS

REQUIRED. THERE IS ANOTHER HM DOOR TO

THE LEFT OF THIS DOOR THAT WILL ALSO BE

REFURBISHED AND REFINISHED (NO PHOTO).

EXISTING REAR DOOR (18). HM WITH VISION PANEL. NOT

ORIGINAL. DOOR (6) IS SIMILAR, BUT A DOUBLE DOOR WITH A SIDE

LIGHT - NOT ORIGINAL - NO PHOTO. BOTH DOORS WILL BE

REPLACED WITH DOORS SIMILAR TO BASEMENT DOORS.

DOUBLE HM DOOR WITH VISION PANELS. NOT

ORIGINAL. WILL BE REPLACED WITH HM

SIMILAR TO BASEMENT DOORS.

EXISTING BASEMENT DOORS ARE RUSTED

DOUBLE HM DOORS THAT ARE NOT ORIGINAL

TO THE 1950's ADDITION w/TRANSOM. EXISTING

DOORS TO REMAIN. CLEAN, REFURBISH, AND

REFINISH AS REQUIRED.

W4

W4

W3

W3

W3

W2 W2 W2 W2 W3W4

W1 W1

W1

W3 W5W5

W1

W2

THESE DOORS WILL BE REMOVED

AND REPLACED WITH WINDOWS. INFILL

WALL WITH METAL STUDS AND BRICK

VENEER TO MATCH EXISTING. WEAVE IN

NEW BRICKS TO EXISTING BRICKS.

EXISTING DOOR AND TRANSOM. NOT HISTORIC,

BUT LOCATED IN THE OLDEST PART

OF THE BUILDING.

OFFICE

FEMALE TLT

MEN'S TLT

OFFICE

104C

BREAK ROOM

104A

LAUNDRY

LAUNDRY

OFFICE

LAUNDRY

ELECTRICAL RM.

DRESSING/TLT

106A

MEN'S TLT.

FE

C

FE

C

FEC

FEC

FE

C

FEC

FEC

CURVED CART WASH DOOR

CART WASH

VACUUM

PUMP

FB2 = FIRE BARRIER 2HR

NON-RATED INTERIOR PARTITION

WALL WITH INSULATION

EXISTING WALL

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs#

ACG Project Number

5/

/2

9:

:5

AM

Au to de sk

D oc s:

//2

VA

T us ca lo os a

La un dr y

R en o

Ad d' n Bl dg

8/

V A

Tu sc al oo sa L au nd ry R en o

Bl dg

. 1 8.

-U

PD

AT

ED

M O

D

EL

0.

8.

.rv t

A-102

FIRST FLOOR PLAN - EXISTING

WINDOW CONDITIONS

9 30EM

LAUNDRY RENOVATION AND

ADDITION, BLDG. #18

TUSCALOOSA VETERANS

ADMINISTRATION MEDICAL CENTER

3701 LOOP ROAD, TUSCALOOSA,

ALABAMA 35404 FEBRUARY 26, 2026

100% CONSTRUCTION DOCUMENTS

679-24-102

GC

AREA OF WORKKEY PLAN

SCALE: NO SCALE

18B-FUEL TANK

BUILDING #18

18A-GENERATOR

FUTURE BLDG.

NOT IN SCOPE

EXTERIOR

COVERED STORAGE

1/8" = 1'-0"1 WINDOW PLAN

NORTH

0 4 8 16

1. SEE SHEET G-001 AND G-002 FOR GENERAL NOTES

AND SYMBOLS.

2. FIELD VERIFY ALL EXISTING CONDITIONS,

DIMENSIONS, AND ROUGH OPENINGS PRIOR TO

COMMENCEMENT OF WORK. DO NOT SCALE

DRAWINGS.

3. REFER TO ENLARGED FLOOR PLANS, ELEVATIONS,

SECTIONS AND SCHEDULES ON OTHER DRAWINGS

SHEETS FOR ADDITIONAL DETAILS.

4. GENERAL CONTRACTOR SHALL VERIFY

DIMENSIONS OF OWNER FURNISHED EQUIPMENT

AND COORDINATE INSTALLATION WITH ALL

TRADES WHERE REQUIRED.

5. CONTRACTOR SHALL COORDINATE ALL NEW AND

REFURBISHED WORK WITH EXISTING

CONSTRUCTION TO MAINTAIN CONTINUITY OF

MATERIALS, ALIGNMENTS, AND FINISHES, UNLESS

OTHERWISE NOTED.

6. ALL PENETRATIONS THROUGH FIRE-RATED AND

SMOKE PARTITIONS SHALL BE FIRESTOPPED WITH

VA-APPROVED OR UL-LISTED FIRE BARRIER

SYSTEMS AS REQUIRED TO MAINTAIN FIRE

RATINGS AND COMPLY WITH APPLICABLE BUILDING

CODES AND NFPA STANDARDS. INSTALL PER UL

ASSEMBLIES AND MANUFACTURER’S

INSTRUCTIONS.

7. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF

FIRE-RATED AND SMOKE PARTITIONS. ALL FIRE

AND SMOKE PARTITIONS SHALL EXTEND FROM

FINISHED FLOOR TO THE UNDERSIDE OF

STRUCTURE ABOVE UNLESS NOTED OTHERWISE.

8. PROVIDE TYPE “X” GYPSUM BOARD WHERE

REQUIRED BY CODE OR LIFE SAFETY PLANS.

9. ALL INTERIOR PARTITIONS SHALL EXTEND TO

STRUCTURE ABOVE FOR HIPAA COMPLIANCE,

UNLESS NOTED OTHERWISE.

10. PROVIDE SUPPLEMENTAL METAL STUD FRAMING,

INSULATION, AND FINISH MATERIALS AS REQUIRED

TO MAINTAIN FIRE-RESISTANCE RATINGS AT

RECESSED ITEMS AND PENETRATIONS.

11. PROVIDE METAL STUD FRAMING AROUND ALL WALL

PENETRATIONS THROUGH METAL STUD / GYPSUM

BOARD PARTITIONS.

12. ALL STEEL STUDS SHALL BE BRACED IN

ACCORDANCE WITH MANUFACTURER’S LIMITING

HEIGHT REQUIREMENTS, L/240 MINIMUM. EXTERIOR

STUDS SHALL BE 6" MINIMUM UNLESS NOTED

OTHERWISE.

13. PROVIDE DEFLECTION TRACKS WHERE METAL

STUD PARTITIONS INTERSECT UNDERSIDE OF

STRUCTURE OR METAL DECK.

14. PROVIDE 16 GAUGE METAL STUDS AT WET WALLS

AND RESTROOM LOCATIONS. ALL OTHER INTERIOR

STUDS SHALL BE 20 GAUGE MINIMUM UNLESS

NOTED OTHERWISE.

15. NEW WALLS SHALL ALIGN WITH EXISTING WALLS

WHERE INDICATED AND MATCH EXISTING

MATERIALS AND CONSTRUCTION.

16. NEW WINDOWS, TRANSOM WINDOWS, AND DOORS

SHALL MATCH EXISTING ROUGH OPENING

CONDITIONS UNLESS NOTED OTHERWISE. REFER

TO DOOR AND WINDOW SCHEDULES FOR

ADDITIONAL REQUIREMENTS.

17. EXISTING WINDOWS AND DOORS IDENTIFIED TO

REMAIN SHALL BE CLEANED, REPAIRED,

REFURBISHED, AND REPAINTED AS NOTED.

PROVIDE STORM WINDOWS, PRIVACY GLAZING, OR

SPECIALTY GLAZING WHERE INDICATED.

18. CAULK AND SEAL ALL WINDOW FRAMES, DOOR

FRAMES, TRANSOMS, CASEWORK, CABINETRY,

AND TOILET ACCESSORIES AT ADJACENT

MATERIALS, WHETHER OR NOT JOINTS ARE

VISIBLE.

19. PROVIDE NEW FLOORING, BASE, AND FLOOR

FINISHES WHERE INDICATED, INCLUDING LVT,

EAGLE GRIP (OR VA-APPROVED EQUAL), AND NEW

CONCRETE FLOORS. PROVIDE UNIFORM SLOPES

TO FLOOR DRAINS WHERE NOTED.

20. PAINT ALL NEW AND EXISTING INTERIOR WALLS,

STRUCTURAL ELEMENTS, AND CEILINGS AS

INDICATED, INCLUDING WOOD STRUCTURE ABOVE

CEILINGS FOLLOWING REPAIR AND ABATEMENT.

REFER TO ROOM FINISH SCHEDULE A-603.

21. REFER TO ELECTRICAL DRAWINGS FOR

ELECTRICAL EQUIPMENT AND TO MECHANICAL

DRAWINGS FOR GENERATOR, FUEL TANK, AND

ASSOCIATED SYSTEMS.

22. ALL INTERIOR WALLS ARE TO HAVE A MINIMUM STC

RATING OF 50.

PARTITION LEGEND

1 Addendum #1 5.15.26

NOTE:

SEE SHEETS

AD-101-FIRST FLOOR PLAN -DEMO &

A-101 - FIRST FLOOR PLAN

FOR THE SCOPE OF WORK FOR ALL

WINDOWS AND DOORS.

1. VERIFY ALL MECHANICAL ROOF

PENETRATION OPENING

LOCATIONS AND SIZES WITH MEP

SHEETS AND EQUIPMENT CUT

SHEETS

SL

O

PE

/4 "/F

T

SL

O

PE

/4 "/F

T

1 1

HVAC

UNIT 1

/7 A-302

/5 A-302

A-302

Sim

A-302

Sim

A-302

Sim 5 A-302

Sim

0 1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

/2 A-106RE:

NOTES:

1. REMOVE ALL LEAD AND OTHER FLASHING

BEFORE INSTALLING FIELD FABRICATED

PIPE SEAL.

2. TEMPERATURE OF PIPE MUST NOT

EXCEED 140°F (60°C) WHEN USING PVC

OR KEE HP AND 160°F (71°C) WHEN USING

TPO FLASHING.

3. APPLY HEAT TO FLASHING AND FORM BY

HAND PRIOR TO HOT AIR WELDING.

4. MECHANICAL SECUREMENT IS REQUIRED

AROUND ALL PIPES GREATER THAN 18"

(46cm) IN DIAMETER.

5. REFER TO THERMOPLASTIC UNIVERSAL

DETAILS FOR HOT STACK, STEEL TUBING

& FLEXIBLE PENETRATIONS.

x x x x x xx x

B

C

A

HOT AIR-

WELD, 1-1/2"

(4cm) MIN.

TPO NON-

REINFORCED

FLASHING

WATER CUT-OFF

MASTIC

STAINLESS STEEL CLAMPING

RING (BY OTHERS)

1/2" 1.5 MIN.

cmDIMENSIONS

1" 2.5

1-1/2" 4 TO

2" 5

MIN.

A

B

C

C O L D

P

IP

E

TPO MEMBRANE

TAPERED INSULATION

APPROVED ADHESIVE

TPO MEMBRANE

APPLICABLE ADHESIVE

APPROVED SUBSTRATE

SEE NOTE(S)

1/2" DENSDECK OR APPROVED

EQUAL COVERBOARD

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs#

ACG Project Number

5/

/2

1:

:4

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A-106

ROOF PLAN

13 30EM

LAUNDRY RENOVATION AND

ADDITION, BLDG. #18

TUSCALOOSA VETERANS

ADMINISTRATION MEDICAL CENTER

3701 LOOP ROAD, TUSCALOOSA,

ALABAMA 35404 FEBRUARY 26, 2026

100% CONSTRUCTION DOCUMENTS

679-24-102

GC

AREA OF WORKKEY PLAN

SCALE: NO SCALE

18B-FUEL TANK

BUILDING #18

18A-GENERATOR

FUTURE BLDG.

NOT IN SCOPE

EXTERIOR

COVERED STORAGE

1/8" = 1'-0"1 ROOF PLANS

1 REMOVE EXISTING EXHAUST FAN AND PROVIDE AND

REINSTALL NEW EXHAUST FAN. EXISTING ROOF

CURB TO REMAIN.REFER TO MECHANICAL DRAWINGS

FOR MORE INFORMATION.

2 MAINTAIN EXISTING ROOFING SYSTEM.

3 INSTALL NEW GUTTER AND DOWNSPOUT

DISCHARGING TO CONCRETE SWALE. REFER TO

CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

4 NEW FULLY ADHERED 60-MIL WHITE TPO MEMBRANE

ROOF SYSTEM WITH 1/2" DENSDECK OR APPROVED

EQUAL COVERBOARD ADHERED TO TAPERED R30

POLYSIO RIGID INSULATION OVER CONTINUOUS

LIQUID APPLIED VAPOR RETARDER ON 1 1/2" METAL

DECKING. SLOPE MEMBRANE AT 1/4” PER FOOT

TOWARD GUTTER.

5 METAL ROOF EDGE AND COPING. REFER TO ROOF

DETAILS FOR PROFILE, FASTENING, AND FINISH

REQUIREMENTS. RE:

6 PRECAST CONCRETE OR STONE CAP. OVER HANG

MASONRY WALL 1 1/2" . SLOPE TO SHED WATER AND

PREVENT MOISTURE INTRUSION. RE:

7 RETURN EXHAUST. RE: MECHANICAL DRAWINGS.

NORTH

0 4 8 16

BUILDING 18 FIRST FLOOR - 11,426 GSF

BUILDING 18 BASEMENT - 1,683 GSF

BUILDING 18 TOTAL = 13,109

GENERATOR BUILDING TOTAL = 1,206 GSF

FUEL TANK BUILDING TOTAL = 630 GSF

PROJECT TOTAL = 14,945 GSF

6" = 1'-0"2 TPO ROOF PENETRATION DETAIL

1 Addendum #1 5.15.26

FINISH FLOOR

0' - 0"

FINISH FLOOR

0' - 0"

T.O. COLUMN

13' - 0"

FINISH GRADE

-2' - 6"

ROOF

27' - 6 7/8"

BASEMENT LEVEL

-10' - 0"

MECHANICAL EQUIPMENT

LOADING DOCK

A-300

T.O. PARAPET

19' - 6"

A-203

Sim

131414 443.69' - 0"

RE: CIVIL

443.69' - 0"

RE: CIVIL

FIN. FLR. -

GENERATOR

4' - 10"448.5' - 0"

RE: CIVIL

(+)14' - 8"

ABCDE

FINISH FLOOR

0' - 0"

T.O. COLUMN

13' - 0"

ROOF

27' - 6 7/8"

BASEMENT LEVEL

-10' - 0"

A-300

T.O. PARAPET

19' - 6"

A-203

Sim

14LOADING DOCK443.69' - 0"

RE: CIVIL

FIN. FLR. -

GENERATOR

4' - 10"448.50' - 0"

RE: CIVIL

14' - 8"

6 6 6 6

THIS ELEVATION

IS TO BE TUCK

POINTED

/5 A-302

7 7

17 5

A B C D E

/1 A-501

THE FOLLOWING DEDUCTIVE BID ALTERNATES

ARE TO BE TAKEN IN ORDER IF THE PROJECT

COMES IN OVER BUDGET, AND EACH WILL

INCLUDE THE PRECEDING ALTERNATE UNTIL

THE PROJECT IS BACK IN BUDGET, EACH

DEDUCTIVE ALTERNATE MUST BE TAKEN IN

ITS ENTIRETY. REFER TO DRAWINGS FOR

FURTHER DETAILS AND INFORMATION.

Deduct Alternate #1

HANDRAILS – DO NOT REPLACE HANDRAILS -

CLEAN, PAINT AND REPAIR ONLY.

Deduct Alternate #2

EXTERIOR DOORS – REPAIR AND REPAINT

ONLY.

Deduct Alternate #3

EXTERIOR WINDOWS – REPAIR, CLEAN AND

REPAINT ONLY.

Deduct Alternate #4

BRICK REPAIR/CLEANING/REPOINTING – OMIT

CLEANING AND REPOINT ONLY WHERE

ABSOLUTELY NEEDED. (CRACKS OR DAMAGE)

Deduct Alternate #5

STAIR TO ROOF – REPAIR AND REPAINT SHIPS

LADDER TO ROOF INSTEAD OF REPLACING IT.

Deduct Alternate #6

LOADING DOCK LEVELER – OMIT DOCK

LEVELER IN ITS ENTIRETY.

# ALTERNATE NOTES

A. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF

WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

B. EXISTING WINDOW AND DOOR ROUGH OPENINGS TO

REMAIN UNLESS NOTED OTHERWISE.

C. INSTALL NEW WINDOWS AND DOORS IN EXISTING ROUGH

OPENINGS PER MANUFACTURER’S INSTRUCTIONS AND

APPLICABLE CODES.

D. CLEAN, PATCH, AND REPAIR EXISTING MASONRY AS

REQUIRED FOR PROPER FIT AND FINISH OF NEW

INSTALLATIONS. MATCH EXISTING MATERIAL, COLOR,

TEXTURE, AND TOOLING.

E. REFURBISH THREE (3) EXISTING WINDOWS AS INDICATED,

INCLUDING CLEANING, REPAIR OF COMPONENTS,

REFINISHING, AND ENSURING PROPER OPERATION.

F. REFURBISH EXISTING RAILINGS AS INDICATED, INCLUDING

CLEANING, RUST REMOVAL, REPAIR, REFINISHING, AND

REPAINTING. REPLACE RAILINGS ONLY IF REPAIR IS NOT

FEASIBLE AND WITH ARCHITECT’S APPROVAL.

G. REFURBISH SELECTED EXISTING DOORS AS INDICATED,

INCLUDING CLEANING, HARDWARE REPAIR OR

REPLACEMENT, REFINISHING, AND ENSURING PROPER

OPERATION.

H. PROVIDE TEMPORARY WEATHER PROTECTION AT ALL

OPENINGS DURING CONSTRUCTION TO PREVENT WATER

INFILTRATION.

I. MAINTAIN CLEAN AND SAFE WORK AREA. REMOVE ALL

WASTE MATERIALS FROM SITE IN ACCORDANCE WITH

LOCAL REGULATIONS.

J. ALL WORK SHALL COMPLY WITH APPLICABLE CODES,

STANDARDS, AND MANUFACTURER’S INSTALLATION

REQUIREMENTS.

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs#

ACG Project Number

5/

/2

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A-201

EXTERIOR ELEVATIONS

15 30EM

LAUNDRY RENOVATION AND

ADDITION, BLDG. #18

TUSCALOOSA VETERANS

ADMINISTRATION MEDICAL CENTER

3701 LOOP ROAD, TUSCALOOSA,

ALABAMA 35404 FEBRUARY 26, 2026

100% CONSTRUCTION DOCUMENTS

679-24-102

GC

1/8" = 1'-0"1 EAST ELEVATION

1/8" = 1'-0"2 WEST ELEVATION

TYP.

TYP.

TYP.

4 4 4444

1 INSTALL NEW EXTERIOR LOW - E LAMINATED GLAZED

WINDOWS AND FRAMES, TYP. MATCH EXISTNG

ROUGH OPENINGS AND VERIFY FIELD DIMENSIONS

PRIOR TO FABRICATION. REMOVE ONE

WINDOW(PRIOR TO ORDERING WINDOWS) TO VERIFY

WINDOW OPENINGS AND REPLACE WITH PLYWOOD

FOR DIMENSION PURPOSES ONLY.SEE SHEET A-601

FOR MORE INFORMATION. PAINT FRAMES DARK GRAY

(P-3).

2 EXTERIOR WALL PACK LIGHT FIXTURE. REFER TO

ELECTRICAL DRAWINGS FOR MORE INFORMATION.

3 INSTALL NEW MECHANICAL EQUIPMENT. REFER TO

MECHANICAL DRAWINGS FOR MORE INFORMATION.

4 EXISTING CANOPY TO REMAIN; PROTECT IN PLACE

DURING CONSTRUCTION.

5 REFURBISH EXISTING EXTERIOR RAILINGS AND

REPAINT - BLACK (P-4). REPLACE RAILING

COMPONENTS ONLY AS REQUIRED DUE TO DAMAGE

OR MATERIAL FAILURE. PROVIDE 4X4 BLACK-COATED

MESH AT BACK SIDE OF RAILING, TYPICAL.

6 CLEAN, PATCH, AND REPAIR EXISTING MASONRY

WHERE NEEDED.

7 REMOVE EXISTING EXHAUST FAN AND PROVIDE AND

REINSTALL NEW EXHAUST FAN. EXISTING ROOF CURB

TO REMAIN.REFER TO MECHANICAL DRAWINGS FOR

MORE INFORMATION.

8 INSTALL NEW ROOF ACCESS LADDER ACCORDING TO

MANUFACTURER'S INSTRUCTIONS. RE:

9 INSTALL NEW 10'x10 LOUVER WITH INSECT SCREEN.

REFER TO SHEET A-601 FOR MORE INFORMATION.

10 NEW 3 5/8" FACE BRICK VENEER. INSTALL PER

MANUFACTURER AND MASONRY STANDARDS. MATCH

EXISTING LAUNDRY BUILDING BRICK COLOR, SIZE,

AND TEXTURE WHERE APPLICABLE.

11 PRECAST CONCRETE OR STONE CAP. OVER HANG

MASONRY WALL 1 1/2" . SLOPE TO SHED WATER AND

PREVENT MOISTURE INTRUSION. RE:

12 EXISTING METAL BUILDING.

13 EXISTING WINDOW TO REMAIN. CLEAN, REFURBISH,

AND REFINISH AS REQUIRED. PAINT- DARK GRAY (P-3).

14 EXISTING DOORS TO REMAIN. CLEAN, REFURBISH,

AND REFINISH AS REQUIRED. PAINT DARK GRAY (P-3).

15 EXISTING CONCRETE BARRIER TO REMAIN. PROTECT

DURING CONSTRUCTION AND REPAIR ANY DAMAGE

CAUSED BY WORK.

16 EXISTING TRANSOM ABOVE DOOR TO REMAIN. CLEAN,

REFURBISH, AND SEAL ALL JOINTS AS REQUIRED FOR

WEATHER PROTECTION. PAINT-DARK GRAY (P-3).

17 INSTALL NEW HANDRAILS AND HANDRAIL

EXTENSIONS AT RAILINGS THAT ARE 42" HIGH. SEE:

SHEET A-500 FOR DETAILS.

A-602

A-302

Sim

A-302

T.O. PARAPET

19' - 6"

FIN. FLR. -

GENERATOR

4' - 10"

BEAM BEARING

16' - 10"

TERMINATE TPO UNDER

PARAPET CAP

NEW FULLY ADHERED 60-MIL

WHITE TPO MEMBRANE

ROOF SYSTEM WITH 1/2"

DENSDECK OR APPROVED

EQUAL COVERBOARD

ADHERED TO TAPERED R30

POLYSIO RIGID INSULATION.

3 5/8" FACE BRICK VENEER

WITH MASONRY TIES

SPACED AT 16"O.C. VERTICALLY

AND 24" O.C. HORIZONTALLY

FLUID APPLIED WEATHER

BARRIER OVER 5/8" DENSGLASS

EXTERIOR SHEATHING

NEW 10'X10' LOUVER

RE: MECHANICAL DRAWINGS

12" CONCRETE FILLED

CONCRETE MASONRY UNITS

RE: STRUCTURAL

12" CONCRETE FILLED

BOND BEAM

RE: STRUCTURAL

CONCRETE SLAB

RE: STRUCTURAL DRAWINGS

15 MIL VAPOR BARRIER

UNDER SLAB, TYP.

2" CONTINUOUS RIGID

INSULATION, TYP.

POROUS FILL

STRUCTURAL STEEL BEAM

RE: STRUCTURAL

1 1/2" METAL DECKING

RE: STRUCTURAL

FINISH GRADE BELOW FINISH FLOOR - 8"

(MIN.)- MAINTAIN POSITIVE DRAINAGE

AWAY FROM BUILDING - TYPICAL

CONCRETE FOUNDATION

RE: STRUCTURAL

BOND BEAM

CAVITY DRAINAGE MESH. EXTEND

FULL HEIGHT OF WALL

12" CONCRETE FILLED

CONCRETE MASONRY UNITS

STAINLESS STEEL LINTEL

RE: STRUCTURAL DRAWINGS

CONTINUOUS LIQUID APPLIED

VAPOR RETARDER

EXTERIOR

INTERIOR

PRECAST STONE CAP

W/DRIP EDGE ON BOTH SIDES

(OPP.HAND)

FACE BRICK VENEER

BEYOND - TYPICAL

TURN DOWN SLAB

448.5' - 0"

RE: CIVIL

DRAWINGS

+ 14' - 8"

+ 12' - 0"

STEEL ANGLE

RE: STRUCTURAL

O

PE

N

IN

G H

EI

G

H T

A-602

A-302

T.O. PARAPET

19' - 6"

A-302

Sim

A-602

FIN. FLR. -

GENERATOR

4' - 10"

BEAM BEARING

16' - 10"

NEW FULLY ADHERED 60-MIL

WHITE TPO MEMBRANE ROOF

SYSTEM WITH 1/2" DENSDECK

OR APPROVED EQUAL

COVERBOARD ADHERED TO

TAPERED R30 POLYSIO RIGID

INSULATION.

12" CONCRETE FILLED

CONCRETE MASONRY

UNITS

STRUCTURAL BEAM

RE: STRUCTURAL

1 1/2" METAL DECKING

RE: STRUCTURAL

NEW CONCRETE SIDEWALK

SLOPE AT 1/8"/FT AWAY FROM

BUILDING

RE: STRUCTURAL AND CIVIL

DRAWINGS

CONCRETE SLAB

RE: STRUCTURAL DRAWINGS

CONCRETE FOUNDATION

RE: STRUCTURAL

DOOR AS SCHEDULED

15 MIL VAPOR BARRIER

UNDER SLAB, TYP.

POROUS FILL

SLOPE 1/8" / FT

2" CONTINUOUS

RIGID INSULATION,TYP.

CONTINUOUS LIQUID

APPLIED VAPOR RETARDER

PRECAST STONE CAP

W/DRIP EDGE ON BOTH

SIDES

BOND BEAM

CAVITY DRAINAGE MESH.

EXTEND FULL HEIGHT OF

WALL

FLUID APPLIED WEATHER

BARRIER OVER 5/8"

DENSGLASS EXTERIOR

SHEATHING

STAINLESS STEEL LINTEL

RE: STRUCTURAL DRAWINGS

INTERIOR

EXTERIOR

TERMINATE TPO UNDER

PARAPET CAP

FACE BRICK VENEER BEYOND -

TYPICAL

3 5/8" FACE BRICK VENEER

WITH MASONRY TIES

SPACED AT 16"O.C. VERTICALLY

AND 24" O.C. HORIZONTALLY

+ 14' - 8"

+ 12' - 0"

448.5' - 0"

RE: CIVIL

DRAWINGS

O

PE

N

IN

G H

EI

G

H T

7'

4"

A-602

A-302

Sim

T.O. PARAPET

19' - 6"

A-302

FIN. FLR. -

GENERATOR

4' - 10"

BEAM BEARING

16' - 10"

CONCRETE SLAB RE:

STRUCTURAL DRAWINGS

SLOPE 1/8" / FT

PRECAST STONE CAP

W/DRIP EDGE ON BOTH SIDES

12" CONCRETE FILLED

BOND BEAM, TYP.

NEW FULLY ADHERED 60-MIL

WHITE TPO MEMBRANE ROOF

SYSTEM WITH 1/2" DENSDECK

OR APPROVED EQUAL

COVERBOARD ADHERED TO

TAPERED R30 POLYSIO RIGID

INSULATION.

CONTINUOUS LIQUID

APPLIED VAPOR RETARDER

12" CONCRETE FILLED

CONCRETE MASONRY

UNITS

STRUCTURAL BEAM

RE: STRUCTURAL

1 1/2" METAL DECKING

RE: STRUCTURAL

DRAWINGS

CONCRETE

FOUNDATION

RE: STRUCTURAL

FACE BRICK VENEER

BEYOND - TYPICAL

15 MIL VAPOR BARRIER

UNDER SLAB, TYP.

POROUS FILL

2" CONTINUOUS

RIGID INSULATION,TYP.

CAVITY DRAINAGE MESH.

EXTEND FULL HEIGHT OF

WALL

FLUID APPLIED WEATHER

BARRIER

3 5/8" FACE BRICK VENEER

WITH MASONRY TIES

SPACED AT 16"O.C. VERTICALLY

AND 24" O.C. HORIZONTALLY

CONCRETE DRIVE. SLOPE 1/8"/FT

AWAY FROM THE BUILDING

RE: STRUCTURAL AND CIVIL

DRAWINGS - TYPICAL

WALL MOUNTED OVERHEAD

COILING DOOR

INTERIOR

EXTERIOR

FACE BRICK VENEER

(SOLDIER COURSE)

EXPANSION JOINT

W/ JOINT FILLER

448.5' - 0"

RE: CIVIL

DRAWINGS

+14' - 8"

+12' - 0"

O

PE

N

IN

G H

EI

G

H T

A-302

A-602

EXTERIOR

T.O. PARAPET

19' - 6"

A-602

FIN. FLR. -

GENERATOR

4' - 10"

BEAM BEARING

16' - 10"

1 1/2" METAL DECKING

RE: STRUCTURAL DRAWINGS

CONCRETE SLAB

RE: STRUCTURAL DRAWINGS

15 MIL VAPOR BARRIER

UNDER SLAB, TYP.

POROUS FILL

CONCRETE FOUNDATION

RE: STRUCTURAL

12" CONCRETE FILLED

CONCRETE MASONRY UNITS

RE: STRUCTURAL

METAL ROOF EDGE

NEW FULLY ADHERED 60-MIL WHITE

TPO MEMBRANE ROOF SYSTEM

WITH 1/2" DENSDECK OR

APPROVED EQUAL COVERBOARD

ADHERED TO TAPERED R30

POLYSIO RIGID INSULATION.

CONTINUOUS LIQUID APPLIED

VAPOR RETARDER

STAINLESS STEEL LINTEL

RE: STRUCTURAL DRAWINGS

STRUCTURAL BEAM

RE: STRUCTURAL

3 5/8" FACE BRICK VENEER

WITH MASONRY TIES

SPACED AT 16"O.C. VERTICALLY

AND 24" O.C. HORIZONTALLY

GUTTER AND PREFINISHED

ALUMINUM DOWNSPOUT

2" CONTINUOUS RIGID

INSULATION, TYP.

FLUID APPLIED WEATHER BARRIER

CAVITY DRAINAGE MESH.

EXTEND FULL HEIGHT OF WALL

PRECAST STONE AND

PARAPET BEYOND

INTERIOR

FINISH GRADE BELOW

FINISH FLOOR - 8" (MIN.)-

MAINTAIN POSITIVE

DRAINAGE AWAY FROM

BUILDING - TYPICAL

TURN DOWN SLAB

MASONRY VENEER

BEYOND

448.5' - 0"

RE: CIVIL

DRAWINGS

+ 14' - 8"

+ 12' - 0"

O

PE

N

IN

G H

EI

G

H T

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs#

ACG Project Number

5/

/2

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A-301

WALL SECTIONS - GENERATOR

BUILDING

20 30EM

LAUNDRY RENOVATION AND

ADDITION, BLDG. #18

TUSCALOOSA VETERANS

ADMINISTRATION MEDICAL CENTER

3701 LOOP ROAD, TUSCALOOSA,

ALABAMA 35404 FEBRUARY 26, 2026

100% CONSTRUCTION DOCUMENTS

679-24-102

GC

3/4" = 1'-0"4 WALL SECTION 5

3/4" = 1'-0"3 WALL SECTION 4

3/4" = 1'-0"1 WALL SECTION 1

3/4" = 1'-0"2 WALL SECTION 2

1 Addendum #1 5.15.26

T.O. PARAPET

19' - 6"

A-302

Sim

BEAM BEARING

16' - 10"

3"

4"

1/2" / 1'-0"

1/4" / 1'-0"

PRECAST STONE CAP

OVERHANG MASONRY WALL

1 1/2" MIN.; SLOPED TOP

12" CONCRETE FILLED

BOND BEAM, TYP. FILL FOR

DOWEL ANCHORAGE AND

FLASHING SUPPORT

NEW FULLY ADHERED 60-MIL

WHITE TPO MEMBRANE ROOF

SYSTEM WITH 1/2" DENSDECK OR

APPROVED EQUAL COVERBOARD

ADHERED TO TAPERED R30

POLYSIO RIGID INSULATION.

CONTINUOUS LIQUID

APPLIED VAPOR RETARDER

12" CONCRETE FILLED BOND BEAM, TYP.

RE: STRUCTURAL

STEEL BEAM

RE: STRUCTURAL

1 1/2" METAL DECKING

RE: STRUCTURAL

DRAWINGS

1" CAVITY DRAINAGE MESH. EXTEND

FULL HEIGHT OF WALL

12" CONCRETE FILLED CMU, TYP.

3 5/8" FACE BRICK VENEER

WITH MASONRY TIES

SPACED AT 16"O.C. VERTICALLY

AND 24" O.C. HORIZONTALLY

TERMINATE TPO

UNDER PARAPET CAP

STEEL BEARING PLATE

RE: STRUCTURAL

5/8" EXTERIOR SHEATHING

FLUID-APPLIED WEATHER

BARRIER OVER TOP OF WALL AND

SIDE OF PARAPET

METAL THRU WALL

FLASHING W/1/2" DRIP

EDGE. SEALANT BELOW

DRIP EDGE (BOTH SIDES).

LAP ROOFING

MEMBRANE UP BACK

SIDE OF PARAPET 1/8" SAW CUT DRIP BOTH SIDES

OF WALL CAP

SEALANT AND BACK ROD ON BOTH SIDES

METAL PLATE

RE: STRUCTURAL

DRAWINGS

+ 12' - 0"

+ 14' - 8"

STAINLESS STEEL

DOWEL W/SEALANT

AROUND PENETRATIONS

THROUGH FLASHING

1 1/2"

1 1/2"

STEEL ANGLE

RE: STRUCTURAL DRAWINGS

BEAM BEARING

16' - 10"

1 1/2" METAL DECKING

RE: STRUCTURAL DRAWINGS

12" CONCRETE FILLED

CONCRETE MASONRY UNITS

CONTINUOUS LIQUID APPLIED

VAPOR RETARDER

STRUCTURAL BEAM

RE: STRUCTURAL

METAL ROOF EDGE

3 5/8" FACE BRICK VENEER

WITH MASONRY TIES

SPACED AT 16" O.C. VERTICALLY

AND 24" O.C. HORIZONTALLY

GUTTER - 9" WIDE (MIN) X 7"

DEPTH (MIN)

AND PREFINISHED ALUMINUM

DOWNSPOUT-

6" (MIN) PLAIN ROUND

FLUID-APPLIED WEATHER

BARRIER OVER TOP OF

WALL AND SIDE OF PARAPET

1" CAVITY DRAINAGE MESH.

EXTEND FULL HEIGHT OF WALL

5/8" EXTERIOR SHEATHING

+ 12' - 0"

A-302

Sim

STEEL ANGLE

RE: STRUCTURAL

NEW FULLY ADHERED 60-MIL

WHITE TPO MEMBRANE ROOF

SYSTEM WITH 1/2" DENSDECK OR

APPROVED EQUAL COVERBOARD

ADHERED TO TAPERED R30

POLYSIO RIGID INSULATION

FINISH GRADE BELOW FINISH

FLOOR - 8" (MIN.)- MAINTAIN

POSITIVE DRAINAGE AWAY

FROM BUILDING - TYPICAL

CONCRETE SLAB

RE: STRUCTURAL

DRAWINGS

15 MIL VAPOR BARRIER

UNDER SLAB, TYP.

2" CONTINUOUS RIGID

INSULATION, TYP.

CONCRETE FOUNDATION

RE: STRUCTURAL

FACE BRICK VENEER

BEYOND - TAKE

DOWN TO FOOTING -

TYPICAL

SUBGRADE

LOUVER SILL

TURN DOWN SLAB

NEW 10'X10' LOUVER

ANGLE MOUNTING CLIPS

AND FASTENERS BY

OTHERS

STAINLESS STEEL FLASHING

TURN UP BEHIND LOUVER

A-602

FIN. FLR. -

GENERATOR

4' - 10"

BACKER ROD

SEALANT AND SHIM

TPO PRESSURE-SENSITVE

COVER STRIP WITH

TPO PRIMER

CARLISLE DRIP EDGE

FASCIA (OR APPROVED EQUAL)

OR METAL FASCIA (BY OTHERS)

GALVANIZED CLEAT

1-1/2" (38 mm) RING SHANK NAILS @ 6" (15 mm) O.C. MAXIMUM

HP-PURLIN

FASTENER

BONDING ADHESIVE

NOTES:

1. FASCIA DECK FLANGE MUST BE TOTALLY

COVERED BY TPO PRESSURE SENSITIVE

COVER STRIP WITH MINIMUM 2" (5CM)

COVERAGE PAST NAIL HEADS.

2. THIS DETAIL IS NOT RECOMMENDED FOR ROOFS

THAT ARE LIKELY TO EXPERIENCE SIGNIFICANT

SNOW AND ICE UP-SLOPE FROM GUTTER/EDGE.

HP FASTENERS @ 12" (30 cm) O.C.

OR RING-SHANK NAILS @ 4" (10 cm) O.C. & STAGGERED 3/4" (2 cm ) O.C.

1 2"

2X PRESSURE TREATED WOOD BLOCKING, TYP.

SEALANT

NEW FULLY ADHERED 60-MIL WHITE TPO

MEMBRANE ROOF SYSTEM WITH 1/2"

DENSDECK OR APPROVED EQUAL

COVERBOARD ADHERED TO TAPERED

R30 POLYSIO RIGID INSULATION. SLOPE

TO REAR OF BUILDING BY TAPERED

INSULATION

CONCRETE SLAB

RE: STRUCTURAL

DRAWINGS

FINISH GRADE 8" BELOW

FINISH FLOOR (MIN) -MAINTAIN

POSITIVE DRAINAGE AWAY

FROM BUILDING

15 MIL VAPOR BARRIER

UNDER SLAB, TYP.

2" CONTINUOUS RIDGE

INSULATION, TYP.

CONCRETE

FOUNDATION, TYP.

RE:STRUCTURAL

POROUS FILL

DOWNSPOUT TO

UNDERGROUND DRAINAGE

RE: CIVIL

STAINLESS STEEL FLASHING

WITH 1/2" DRIP EDGE

WEEP…