S06 - 23.1019.01_ADD 2_ARCH_STRUC.pdf

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

GA

GE

GD

GC

GB

1 1

NEW 2' - 0" X 2' - 0"

FLOOR DRAIN, TYP X 2

S

LO

P E

S

LO

P E

SB501

V

IF

V

IF

1"

V

IF

V

IF

1"

V

IF

V

IF

H

J

VIF

18' - 9"

VIF

19' - 0"

VIF

18' - 10"

VIF

56' - 7"

AI201

SEE NOTE 4

AI202

11' - 9 5/8" 5' - 5 1/4"

7'

2'

/8

3'

0"

1/

2"

M6B - 6" CMU FULLY GROUTED

w/ #5 @ 24" O.C.

SB501

SEE NOTE 5

CMU MARK CMU SIZE TYPE REINFORCEMENT REMARKS

M6B 6" B #5 @ 24" OC FULLY GROUTED

NOTES:

1. GROUT SOLID ALL CELLS CONTAINING REINFORCEMENT AND BELOW GRADE.

2. PROVIDE MATCHING HOOKED DOWELS INTO FOUNDATION FOR ALL VERTICAL REINFORCEMENT.

3. PROVIDE VER. BAR AT ALL CORNERS, INTERSECTIONS, AND ENDS OF WALL. BAR SIZE TO MATCH TYP. VERT. REINF.

4. PROVIDE VERT. BARS AT JAMBS OF ALL OPENINGS. BAR SIZE TO MATCH TYP. VERT. REINFORCEMENT.

FOR OPENINGS W/ WIDTH ≤ 4' - 0", PROVIDE VERT. BARS AT FIRST TWO CORES AT EACH JAMB.

FOR OPENINGS W/ WIDTH > 4' - 0" AND < 8' - 0", PROVIDE VERT. BARS AT FIRST THREE CORES AT EACH JAMB.

FOR OPENINGS W/ WIDTH > 8' - 0" AND ≤ 12' - 0", PROVIDE VERT. BARS AT FIRST FOUR CORES AT EACH JAMB.

5. PROVIDE VERT. BAR AT FIRST CORE ON EACH SIDE OF CONTROL JOINTS. BAR SIZE AND SPACING TO MATCH TYP.

VERT. REINFORCEMENT.

6. PROVIDE HORIZONTAL BOND BEAM BELOW ALL WINDOW OPENINGS, AT TOPS OF ALL WALLS, AND AT EACH FLOOR

UNO IN PLAN OR SECTIONS.

7. ROVIDE CMU LINTEL AT ALL OPENINGS UNO PER TYPICAL DETAIL AS FOLLOWS ON SHEET S51.03.

• FOR OPENINGS W/ WIDTH ≤ 8' - 0", PROVIDE CMU LINTEL PER TYPICAL CMU LINTEL DETAILS.

• FOR OPENINGS W/ WIDTH > 8' - 0" AND < 12' - 0" , PROVIDE CMU LINTEL PER LONG CMU LINTEL DETAILS.

8. SPLICE CMU VERTICAL REINFORCEMENT PER TABLE THIS SHEET.

CMU WALL SCHEDULE

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

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SB101

STRUCTURAL FIRST FLOOR PLAN B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 ESB DSE

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"SB101

1 STRUCTURAL FIRST FLOOR PLAN

N

1. RECONFIGURE POOL DECK TILE TO ENSURE POSITIVE SLOPE TOWARDS

POOL TRENCH DRAINS.

2. RECONFIGURE POOL DEEP END TO A SHALLOW END:

a. REMOVE EXISTING POOL FLOOR TILE IN THIS AREA.

b. ROUGHEN EXISTING POOL FLOOR SLAB.

c. INFILL WITH NEW REINFORCED CONCRETE AND FLOOR

TILE TO MEET THE REQUIRED SLOPE.

3. RECONFIGURE POOL RAMP:

a. REMOVE EXISTING PORTION OF POOL SLAB AND RAMP

RAILING

b. ADD NEW RAMP WALLS AND FOOTINGS

c. ROUGHEN EXISTING RAMP AND PORTION OF POOL SLAB

d. INFILL WITH NEW REINFORCED CONCRETE TO MEET THE

NEW POOL RAMP LAYOUT AND REQUIRED SLOPE

e. ADD RAMP RAILING AND FLOOR TILE AS NECESSARY

4. PIPE PENETRATIONS

COORDINATE WITH MECHANICAL AND PLUMBING FOR (2) 6" AND (2)

8" DIAMETER PIPE PENETRATIONS. PIPE PENETRATIONS SHOULD

BE ON A 12" X 12" GRID AND WALL SHOULD BE X-RAYED TO AVOID

THE EXISTING REINFORCING FOR THE PIPE PUNCH OUTS.

COORDINATE PIPE SLEEVES WITH MECHANICAL. PROVIDE LINK-

SEAL FOR ALL PENETRATIONS THROUGH WALLS.

5. PROVIDE L6X4X5/16 (LLV) STEEL ANGLE LINTEL AT NEW CMU WALL OPENING.

MINIMUM BEARING ON CMU 8" EACH SIDE OF OPENING.

#STRUCTURAL PLAN NOTES

5 5 10 15 20

1/8" = 1'-0"

FEETSCALE

Revisions: Date:

Addendum #2 08/20/2026

CONTROL JOINTS SHALL BE SAWN NOT LATER THAN THE

FOLLOWING TABLE, OR 16 HOURS AFTER FINAL TROWELING

(WHICHEVER IS LESS), WHERE TEMP EQUALS THE AMBIENT

TEMPERATURE IN DEGREES FAHRENHEIT AT THEN TIME OF

FINAL TROWELING. SAWCUTTING SHALL BE SUSPENDED

ONLY IF THE LARGE AGGREGATE IS DISLODGED OR

LOOSENED. ALTERNATE: USE PRE-FORMED JOINT FORMER.

TEMP, F° TIME, HOURS

40° 50° 60° 70° 80° 90°

< 16 8 1/2 5 1/2

1/4" W. WET SAWCUT -

SEE TABLE BELOW

T H

IC

K

N E

S S

1/

X S

LA

B

EQUIPMENT -

REF MEP DWGS.

1/8" RADIUSED

CORNERS, TYPICAL

MINIMUM f'c = 4,000 PSI CONCRETE

HOUSEKEEPING PAD. EXACT SIZE

AND LOCATION MUST BE VERIFIED

WITH MECHANICAL CONTRACTOR.

#4 @ 12" OC

EACH WAY (1) #4 W/ 6" HORIZ. LEG @ 4' - 0" OC (MIN. 1

PER CORNER) #4 DOWEL - DRILL & GROUT

SOLIDLY TO EX. CONCRETE w/ HILTI HIT-

HY 200 2-PART ADHESIVE ANCHORING

SYSTEM OR APPROVED EQUIV.

P E

R M

E P

D W

G S

P

A D

T H

IC

K

N E

S S

MIN. 6"

NOTE: ADD CONTROL

JOINTS AS REQUIRED

PER CONCRETE NOTES

GFEDCB

15' - 4" 18' - 11" 18' - 0" 18' - 11" 15' - 4"

11' - 2 1/2" 2' - 0" 3' - 2" 34' - 10 1/2"

MATCH EX RAMP WIDTH

4' - 3" (VIF)

VIF

6"

VIF

4' - 3"

95' - 0" (VIF)

94' - 0"94' - 9 7/8" (VIF)

94' - 0"

94' - 6 1/2"

97' - 6 1/2"

90' - 9 1/2" (VIF) 90' - 9 1/2" (VIF)

95' - 3 1/2" (VIF)

96' - 3 1/2" (VIF)

VIF

2' - 0"

VIF

9' - 7 1/2"

VIF

1' - 0"

VIF

19' - 6"

VIF

18' - 7 1/2"

NEW N.W. CONC. INFILL

W/ #4 @ 12" OC EA. WAY

& FIBER REINFORCING

EX. CONC. POOL SLAB ON

GRADE TO REMAIN - REF. PLAN

NOTES FOR PREPARATION

NEW N.W.CONC.

INFILL RAMP W/ #4 @

12" OC EA. WAY &

FIBER REINFORCING

(ELEVATION VARIES)

EX. CONC. POOL

RAMP SLAB ON

GRADE TO REMAIN

EX. CONC. POOL

WALL TO REMAIN

EX. CONC. POOL

WALL TO REMAIN

EX. CONC. SLAB TO REMAIN -

REF. PLAN NOTE FOR MORE

INFORMATION

EX. CONC. SLAB TO REMAIN -

REF. PLAN NOTE FOR MORE

INFORMATION

EX. MASONRY WALL

TO REMAIN

EX. MASONRY WALL

TO REMAIN

92' - 3"

INTENTIONALLY ROUGHENED

SURFACE, TYP. ON EX. POOL

SLAB W/ NEW CONC. INFILL

TOP OF CONC. SLAB

BEYOND OF DRAIN

AT DRAIN

(4) #4 BARS CONT. - EXTEND

2' - 0" BEYOND OPENING,

TYP. AT EA. DRAIN

(4) #4 BARS @ EA. DRAIN

3' - 2" , TYP.

FIRST FLOOR

100' - 0"

#5 @ 24" O.C.

DRILL AND EPOXY INTO

EXISTING CONCRETE SLAB.

MIN. 4" EMBED

M6B - 6" CMU

BLOCK WALL

EXISTING SLAB

8'

0" ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

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SB501

STRUCTURAL SECTIONS &

DETAILS

B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 ESB DSE

100% CONSTRUCTION

DOCUMENTS

NOT TO SCALESB501

2 SLAB CONTROL / CONTRACTION JOINT

NOT TO SCALESB501

3 HOUSEKEEPING PAD DETAIL

SCALE: 3/8" = 1'-0"SB501

1 SECTION

SCALE: 3/4" = 1'-0"SB501

4 SECTION

SCALE: 12" = 1'-0"SB501

5 TYPICAL CMU LINTEL DETAILS

SCALE: 12" = 1'-0"SB501

6 LINTEL BEARING DETAILS

SCALE: 12" = 1'-0"SB501

12 REINFORCED MASONRY DETAIL

SCALE: 12" = 1'-0"SB501

7 LOW-LIFT WALL CONSTRUCTION

SCALE: 12" = 1'-0"SB501

9 BOND BEAM INTERSECTION DETAILS

SCALE: 12" = 1'-0"SB501

11 CMU CONTROL JOINT DETAIL

SCALE: 12" = 1'-0"SB501

8 BOND BEAM BEARING DETAILS

SCALE: 12" = 1'-0"SB501

10 CMU BOND BEAM DETAILS

DN

W/D

10 9 8 7 6 5 4 3 2 1

G

F

E

D

C

B

GA

GE

GD

GC

GB

EXERCISE AREA

THERAPEUTIC POOL

OFFICE

SUPPLY ROOM

EQUIPMENT ROOM

STAIR

MEN'S STAFF LOCKER

WOMEN'S STAFF LOCKER

CORRIDOR

WOMEN'S LOCKER ROOM

MEN'S SHOWER

MEN'S RESTROOM

MEN'S LOCKER ROOM

TOWEL ROOM

CONNECTING CORRIDOR

RAMP DN

WOMEN'S SHOWER

WOMEN'S RESTROOM

CORRIDOR

JANITOR

D1.1

D1.1

AE401

1"

1"

18' - 9" 19' - 0" 18' - 10" 18' - 5 1/2" 18' - 3 3/4" 19' - 4" 18' - 1 1/8" 19' - 4" 19' - 4"

169' - 5 3/8"

/8

5/ 8"

D1.4

D1.2

D1.2

D1.2D1.2

D1.3 D1.3

D1.3

D1.3

D1.5

D1.5

A. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE FIRST FLOOR

ARCHITECTURAL PLAN AE101 AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

B. WALLS INDICATED AS DASHED SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED. SOLID GRAY WALLS TO

REMAIN.

C. REMOVE WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

D1.1 REMOVE EXISTING HANDRAILS AND GUARDRAILS.

D1.2 REMOVE EXISTING TRENCH DRAIN SURROUNDING THE POOL.

D1.3 REMOVE EXISTING POOL DECK AND POOL WALL TILE AND GROUT

D1.4 REMOVE EXISTING MODULAR CHANGING ROOM WALLS, DOOR, ASSOCIATED

BENCH AND GRAB BARS.

D1.5 REMOVE EXISTING VCT TILE FLOORING AND WALL BASE

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

A u to d e s k D o c s /2

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M

AD101

FIRST FLOOR DEMOLITION PLAN B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 JF TAA

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"AD101

1 FIRST FLOOR DEMOLITION PLAN

N

5 5 10 15 20

1/8" = 1'-0"

FEETSCALE

W/D

9 8 7 6

G

6'

/4

4'

1/ 8"

4'

/2

6' - 0 5/8"

3' - 0"

6' - 7 1/2" 2' - 4 7/8" 6' - 11 3/4" 5' - 2 1/2" 5' - 7 1/4"

/4

9'

/8

553 SF

MEN'S LOCKER

ROOM

TLTS1

83 SF

TOWEL ROOM

UCCL1

81 SF

MEN'S SHOWER

TLTS1

55 SF

WOMEN'S SHOWER

TLTS1

151 SF

WOMEN'S LOCKER

ROOM

TLTS1

128 SF

MEN'S STAFF

LOCKER

TLTU1

133 SF

WOMEN'S STAFF

LOCKER

TLTU1

439 SF

CORRIDOR

237 SF

WOMEN'S

RESTROOM

TLTS1

70 SF

MEN'S RESTROOM

TLTS1

82 SF

STAIR

104 SF

CORRIDOR

18 SF

JANITOR

JANC1

EXIST

FEC

2 2

S3C.Gi

S3C.Gi

F3D.G

F3D.G

S3C.Gi

S3C.Gi

F3D.G

F3D.G

F3D.G

S6C.Gi

S3C.Gi

M6A

M6A

2'

4'

4' - 0" 2' - 0"

2'

4'

4' - 0" 2' - 0"

1' - 11 5/8"

S3C.Gi

2'

6'

0"

1'

1'

1'

4"

1'

2'

1'

F6D.G

1'

1'

1'

3'

3' - 11 3/8"

4'

/6 4"

1'

A. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION

AND ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

B. ALL HANDRAILS/ GRAB BARS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF ARCHITECTURAL BARRIERS

ACT AND VA BARRIER FREE GUIDELINES AND ALL CODES AND

REGULATIONS HAVING JURISDICTION, THE MOST STRINGENT SHALL

PREVAIL.

C. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ABAAS

REQUIREMENTS.

D. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

E. WHERE EXISTING CEILING WAS DEMOLISHED, PATCH AND REPAIR GYP BD

CEILING TO MATCH EXISTING. PROVIDE LIKE NEW FINISH AND PAINT.

1. RELOCATE SWIMSUIT DRYER

2. PROVIDE ABAAS AND VA BARRIER FREE COMPLIANT GRAB BARS.

3. PROVIDE ALL TOILET ACCESSORIES NECESSARY. MOUNT TO ABAAS

MOUNTING HEIGHTS.

4. PROVIDE POOL CHAIR LIFT. SEE QA DRAWING SHEETS FOR MORE INFO.

5. PROVIDE NEW POOL RAMP AT MAXIMUM 1:20 SLOPE WITH HANDRAILS AND

GUARDRAILS. SEE QA DRAWING SHEETS FOR MORE INFO.

6. PROVIDE NEW BENCH COMPLIANT WITH ABAAS REQUIREMENTS

7. PROVIDE NEW TOILET PARTITIONS AND URINAL DIVIDER

8. PROVIDE NEW (2) 4" X 8" X LENGTH OF OPENING + 8" BEARING EACH END

PRECAST CONCRETE LINTEL WITH #5 T & B. JAMBS TO HAVE BULLNOSE

BLOCK TOOTHED INTO EXISTING WALL. ALIGN FINISH FACE EACH SIDE.

9. PROVIDE NEW 3'-0" DOOR AND HOLLOW METAL FRAME WITH ASSOCIATED

HARDWARE. PROVIDE NEW AUTOMATIC DOOR OPERATOR WITH HANDICAP

PUSH BUTTON EACH SIDE.

10. PROVIDE NEW 3'-6" DOOR AND HOLLOW METAL FRAME WITH ASSOCIATED

HARDWARE. PROVIDE NEW AUTOMATIC DOOR OPERATOR WITH HANDICAP

PUSH BUTTON EACH SIDE.

11. RELOCATE EXISTING LOCKERS. PROVIDE NEW LOCKER BASE TO MATCH

EXISTING. PROVIDE NEW WALL BASE AS INDICATED IN FINSH SCHEDULE.

12. PROVIDE NEW COUNTERTOP WITH BASE CABINETS AND UNDERCOUNTER

REFRIGERATOR.

13. RELOCATE WASHER/ DRYER AND ASSOCIATED WATER LINES AND EXHAUST.

14. PROVIDE WALL PARTITION. SEE DETAIL 4/AE002 FOR MORE INFO.

15. FLOAT THE FLOOR AT 1/8" SLOPE IN THE DIRECTION OF ARROWS INDICATED

ON PLAN. SLOPE TO THE FLOOR DRAIN THEN FLOAT OUT INTO THE ROOM TO

BRING THE FLOOR BACK TO ZERO TRANSITION.

16. ALIGN FINISHED FACE.

ARCHITECTURAL GENERAL NOTES ARCHITECTURAL PLAN NOTES

9 8 7 6

G

D6

D6

D6

D6

D5

D5

D5

D4

D4

D4

D5

D4

D1

D1

D1

D1

D1

D4

D4

D1

D1

D3

D3

D3

D3

D3

D2

D2

D2

D2

D2

D3

D3

D2

D2

D8

D2

STAIR

MEN'S STAFF LOCKER

WOMEN'S STAFF LOCKER

CORRIDOR

WOMEN'S LOCKER ROOM

MEN'S SHOWER

MEN'S RESTROOM

MEN'S LOCKER ROOM

TOWEL ROOM

WOMEN'S SHOWER

WOMEN'S RESTROOM

CORRIDOR

JANITOR

D11

D11

D11

D11

D12

D12

D12

D12

D12

D12

D12

D12

D11

D11

D13

H

J

3'

7/ 8"

3'

2'

/6 4"

4' - 0 5/8"

4'

/2

5'

4' - 2 3/8"

1' - 8 1/2"

1'

1' - 8 1/4"

D16

D16

D15

D15

D15

D15

D17

D17

D17

D17

D17

D17

D17

D17 D17

D17

D17

D18

D18

D15

D3

D3

D7

D7

D14 D141 1

D9

D9

D9

D18 D18

A. EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH THE FIRST FLOOR

ARCHITECTURAL PLAN AE101 AND ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

B. WALLS INDICATED AS DASHED SHALL BE REMOVED THROUGHOUT PROJECT

BOUNDARY UNLESS OTHERWISE INDICATED. SOLID GRAY WALLS TO

REMAIN.

C. REMOVE WALL MOUNTED ACCESSORIES AND MOUNTING HARDWARE

THROUGHOUT PROJECT BOUNDARY UNLESS OTHERWISE NOTED.

1. REMOVE AND SALVAGE LOCKERS. OFFER TO OWNER FOR REUSE.

2. REMOVE WALL PARTITION AS INDICATED.

3. REMOVE PLUMBING FIXTURE.

4. REMOVE TOILET AND SHOWER PARTITIONS ASSEMBLIES.

5. REMOVE WALL AND FLOOR MOUNTED CASEWORK.

6. REMOVE DOORS, FRAME, AND HARDWARE.

7. EXISTING SOLID SURFACE COUNTER AND SINK TO REMAIN.

8. REMOVE BENCH.

9. REMOVE EXISTING VCT TILE FLOORING AND WALL BASE.

10. NOT USED.

11. REMOVE EXISTING GRAB BARS

12. REMOVE WALL MOUNTED TOILET ACCESSORIES.

13. REMOVE AND SALVAGE SWIMSUIT DRYER FOR REUSE.

14. REMOVE 3/4" WALL TILE.

15. EXISTING BENCH TO REMAIN. PROTECT IN PLACE TO PREVENT DAMAGE

DURING CONSTRUCTION.

16. REMOVE PORTION OF EXISTING 8" CONCRETE BLOCK PARTION WALL.

17. REMOVE CERAMIC TILE FLOORING, ASSUME 2" THICKSET MORTAR BED, AND

3/4" WALL TILE.

18. REMOVE EPOXY FLOORING AND ASSOCIATED WALL BASE..

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

A u to d e s k D o c s /2

.0

V A

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/1

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:3

A

M

AE401

ENLARGED PLANS B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 JF TAA

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"AE401

2 ENLARGED FIRST FLOOR PLAN

N

SCALE: 1/4" = 1'-0"AE401

1 ENLARGED FIRST FLOOR DEMOLITION PLAN

N

2 2 4 6 8 10

1/4" = 1'-0"

FEETSCALE

2 2 4 6 8 10

1/4" = 1'-0"

FEETSCALE

Revisions: Date:

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

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

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STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS 06/20/2025

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

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AI601

FINISH SCHEDULES B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025 TDC LC

100% CONSTRUCTION

DOCUMENTS

FINISH SCHEDULE

FINISH MARK FINISH MANUFACTURER PATTERN/STYLE COLOR SIZES COMMENTS

AT-1 ACOUSTICAL CEILING TILE ARMSTRONG OR EQUAL OPTIMA

CG-1 CORNER GUARD INPRO OR EQUAL 150 HIGH IMPACT CORNER

GURARD

PYRMID

HR-1 HANDRAIL INPRO OR EQUAL 800 SERIES PYRMID

P-1 PAINT PPG OR EQUAL PPG1008-1 FOCUS FIELD COLOR

P-2 PAINT PPG OR EQUAL PPG1144-4 HOLLY GLEN

P-3 PAINT PPG OR EQUAL PPG1124-4 LIGHT SAGE

P-4 PAINT PPG OR EQUAL PPG1006-1 GYPSUM CEILING COLOR

P-5 PAINT PPG OR EQUAL PPG1097-3 TOASTED ALMOND TRIM COLOR

PL-1 PLASTIC LAMINATE WILSONART OR EQUAL 05782-NG FORMAL WALNUT

PT-1 PORCELAIN / CERAMIC TILE PLATFORM SURFACES OR

EQUAL

SOUL IVORY LINE FLOOR TILE

PT-2 PORCELAIN TILE MOSAIC TILE BAR OR EQUAL MAYA CHEVRON SAGE ACCENT BAND

PT-3 PORCELAIN / CERAMIC TILE PLATFORM SURFACES OR

EQUAL

VISION DOVE WALL TILE

PT-4 PORCELAIN / CERAMIC TILE BUCHTAL OR EQUAL CHROMA WHITE POOL TILE

PT-5 PORCELAIN / CERAMIC TILE BUCHTAL OR EQUAL CHROMA MEDIUM BLUE POOL TILE

S-1 SOLID SURFACE HI-MACS OR EQUAL MOONROCK

TS-1 TRANSITION STRIP METAL SCHLUTER OR EQUAL RENO-TK STAINLESS STEEL TILE TO WSF

TS-2 TRANSITION STRIP METAL SCHLUTER OR EQUAL DILEX-AHK STAINLESS STEEL FLOOR TO WALL

TILE

WSF-1 SHEET FLOORING ARMSTRONG OR EQUAL MEDINTONE TALISMAN WELDING ROD:

WN105

ROOM FINISH SCHEDULE

ROOM NUMBER ROOM NAME FLOOR BASE WALL CEILING COMMENTS

100 CORRIDOR WSF-1 WSF-1 P-1 ACT-1

101 CORRIDOR WSF-1 WSF-1 P-1 ACT-1

103 WOMEN'S LOCKER ROOM PT-1 PT-3 PT-2, PT-3, P-1,

P-3

P-4

104 MEN'S LOCKER ROOM PT-1 PT-3 PT-2, PT-3, P-1,

P-2

P-4

105 TOWEL ROOM WSF-1 WSF-1 P-1 P-4

107 WOMEN'S SHOWER ETR ETR PT-3 P-4

108 MEN'S SHOWER ETR ETR PT-3 P-4

109 MEN'S RESTROOM PT-1 PT-3 PT-2, PT-3, P-1,

P-2

P-4

110 WOMEN'S RESTROOM PT-1 PT-3 PT-2, PT-3, P-1,

P-3

P-4

111 MEN'S STAFF LOCKER PT-1 PT-3 PT-2, PT-3, P-1,

P-2

P-4

112 WOMEN'S STAFF LOCKER PT-1 PT-3 PT-2, PT-3, P-1,

P-3

P-4

117 THERAPEUTIC POOL PT PT PT P-4

118 CHANGING RM PT-3 PT-3 P-1 N/A

TOILET ACCESSORY AND PARTITION SCHEDULE

MARK DESCRIPTION MANUFACTURER MODEL RESPONSIBLE PARTY

TA1 42" HORIZONTAL GRAB BAR Bobrick Washroom Equipment, Inc. or equal

B-6806 x 42 CFCI

TA2 24" HORIZONTAL GRAB BAR Bobrick Washroom Equipment, Inc. or equal

B-6806 x 36 CFCI

TA3 18" VERTICAL GRAB BAR Bobrick Washroom Equipment, Inc. or equal

B-6806 x 18 CFCI

TA4 Toilet Tissue Dispenser Bobrick Washroom Equipment, Inc. or equal

B-2892 OFOI

TA5 SANITARY NAPKIN DISPOSAL TOUGH GUY or equal 2NXW1 OFOI

TA6 TOILET SEAT COVER DISPENSER Bobrick Washroom Equipment, Inc. or equal

B-221 OFOI

TA7 SOAP DISPENSER, WALL MOUNTED Bobrick Washroom Equipment, Inc. or equal

OFOI

TA8 PAPER TOWEL DISPENSER - WALL MOUNTED Bobrick Washroom Equipment, Inc. or equal

OFOI

TA9 1 Wide - 6 Feet High - 12 Inches Deep with Lockers without Legs Salsbury Industries or equal 61162 with 77550 OFOI

TA10 TRASH Bobrick Washroom Equipment, Inc. or equal

OFOI

TA11 mirror Bobrick Washroom Equipment, Inc. or equal

CFCI

TP-1 Floor Mounted Toilet Partition Bobrick Washroom Equipment, Inc. or equal

1090 CFCI

Revisions: Date: