36E77619R0084-006.pdf

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

AS301

B

9' - 10" 11' - 8" 9' - 10"

PC-2

LEVEL 4

134' - 6"

IG#2 IG#2

IG#3IG#3 IG#3

IG#2

IG#2IG#2IG#2

IG#2 IG#2 IG#2

IG#3IG#3IG#3

IG#2 IG#2 IG#2

IG#2IG#2IG#2

IG#2 IG#2 IG#2

2'-10" 6'-0" 2'-10"

2' -0

2'

-0

5' -6

2'

-8

1' -1

2'

-4

5' -6

2'

-8

1' -1

2'

-1

5' -6

2'

-0

/8

CONCRETE WALKWAY -

SEE CIVIL DRAWINGS

GRADE - SEE CIVIL DRAWINGS

LEVEL 5 / ROOF

145' - 10" IG#3IG#3 IG#3

IG#2IG#2 IG#2

IG#2IG#2IG#2

IG#2IG#2 IG#2

7' -0

1'

-1 0"

1' -1

1"IG#3 IG#3 IG#3

IG#2IG#2 IG#2

IG#2IG#2

2'-10" 6'-0" 2'-10"

AS206

T. O. STAIR 1 ROOF = 149' - 6"

T.O. PRECAST = 152' - 2"

2 2

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

B

10' - 8" 10' - 0" 10' - 8"

LEVEL 4

134' - 6"

IG#2IG#2

IG#2 IG#2

7' -2

7'

-2

CONCRETE SLAB ON GRADE -

SEE STRUCTURAL DRAWINGS

PRECAST DOUBLE T'S - SEE

STRUCTURAL DRAWINGS

T.O. PRECAST = 152' - 2" 1 1

PC1

SF#1

SF#1

SF#1

2" RIGID EPS 60PSI INSUL.

LEVEL 5 / ROOF

145' - 10"

IG#2IG#2 SF#1

AS206

7'

7'

IG#2 IG#2

T. O. ELEV. ROOF = 149' - 6"

EXTERIOR FINISH LEGEND

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

CAST IN PLACE CONCRETE

RE: STRUCTURAL

PRECAST CONCRETE; TO MATCH FLINT HILLS GRAY

PRECAST CONCRETE; TO MATCH PLAZA GRAY

DESCRIPTIONCODE

METAL SCREENING: VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

CP-1

PC-1

PC-2

FD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:3

P M

AS203

ENLARGED BUILDING ELEVATIONS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 51 of 94

SCALE: 1/4" = 1'-0"AS203

1 STAIR #1 ENLARGED WEST ELEVATION

SCALE: 1/4" = 1'-0"AS203

2 STAIR #1 ENLARGED EAST ELEVATION

SCALE:AS203

3 STAIR #1 ENLARGED ISOMETRIC

KEYNOTES

Key Value Keynote Text

1 PRE FAB MTL COPING

2 FALL DETERRENT, REFER TO SHEET AS322 FOR DETAILS.

PROVIDE ABOVE SPANDREL ON ALL EXTERIOR WALLS ABOVE

LEVEL 1. ALSO PROVIDE WHERE GRADE IS 20'-0" BELOW TOP

OF SPANDREL AS INDICATED.

3 PRE-FINISHED CONDUCTOR HEAD W/ DOWNSPOUT

ABBREVIATION LEGEND

SF STOREFRONT

Revisions: Date:

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

1'

2'

5'

1'

1'

2'

5'

2'

1'

2'

5'

2'

1'

2'

5'

2'

2'

5'

LEVEL 4

134' - 6"

CW#3

3' - 3 3/4"5' - 0"2' - 2"0' - 0 3/4"10' - 7"

IG#2

IG#2

IG#3

IG#3

IG#2

IG#2

IG#2

IG#3

IG#2

IG#2

IG#2

GRADE - SEE CIVIL DRAWINGS

T.O.PANEL = 152' - 2"

LEVEL 5 / ROOF

145' - 10"

IG#3

IG#2

IG#2

AS204

22'-2"

CONC FOOTINGS &

FOUNDATION - SEE STRUCT.

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

22' - 2"

3' - 3 3/4" 5' - 0 1/4" 2' - 2"

0' - 0 3/4"

3' - 1 1/4" 5' - 0" 3' - 6 1/4"

PC-2

LEVEL 4

134' - 6"

IG#2

IG#3

IG#3

IG#2

IG#2

IG#2

IG#3

IG#2

IG#2

IG#2 IG#2

IG#2

IG#2

IG#3

IG#2

IG#2

IG#2

IG#3

IG#3

IG#2

IG#2IG#2

LEVEL 5 / ROOF

145' - 10"

IG#2

IG#2IG#2

IG#2

AS501

IG#3IG#3

AS502

CONC FOOTINGS &

FOUNDATION - SEE STRUCT.

EXTERIOR FINISH LEGEND

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

CAST IN PLACE CONCRETE

RE: STRUCTURAL

PRECAST CONCRETE; TO MATCH FLINT HILLS GRAY

PRECAST CONCRETE; TO MATCH PLAZA GRAY

DESCRIPTIONCODE

METAL SCREENING: VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

CP-1

PC-1

PC-2

FD

3/4"

3/ 4"

1/

2" 3/

4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:3

P M

AS204

ENLARGED BUILDING ELEVATIONS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 52 of 94

SCALE: 1/4" = 1'-0"AS204

2 STAIR #1 ENLARGED NORTH ELEVATION

SCALE: 1/4" = 1'-0"AS204

1 STAIR #1 ENLARGED SOUTH ELEVATION

GLAZING SCHEDULE

NUMBER DESCRIPTION

GL#1 1/4" CLEAR TEMPERED GLASS

IG#1 1" CLEAR INSULATED GLASS

IG#2 1" CLEAR INSULATED TEMPERED GLASS

IG#3 1" SPANDREL INSULATED GLASS

SCALE:AS204

3 ELEVATOR ENLARGED ISOMETRIC

SCALE: 3" = 1'-0"AS204

4 TYP. REVEAL DETAIL

A

116' - 2"

104' - 10"

SLAB ON GRADE -

SEE STRUCTURAL

DRAWINGS

9' -0

116' - 2"116' - 2"

127' - 6"

138' - 10"

A

GRADE - SEE CIVIL

DRAWINGS

3' - 6" 5' - 0"

2'

4'

1'

2'

5'

2'

1'

2'

5'

2'

1'

2'

5'

2'

1'

2'

5'

2'

3'

T /O

P C

C

3'

CW#5

IG#3

IG#2

IG#2

IG#2

IG#3

IG#2

IG#2

IG#2

IG#2

GRADE - SEE CIVIL

DRAWINGS

IG#3

IG#2

IG#2

IG#2

IG#3

IG#2

IG#2

IG#2

IG#2

EXTERIOR FINISH LEGEND

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

CAST IN PLACE CONCRETE

RE: STRUCTURAL

PRECAST CONCRETE; TO MATCH FLINT HILLS GRAY

PRECAST CONCRETE; TO MATCH PLAZA GRAY

DESCRIPTIONCODE

METAL SCREENING: VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

CP-1

PC-1

PC-2

FD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:4

P M

AS205

ENLARGED BUILDING ELEVATIONS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 53 of 94

SCALE: 1/4" = 1'-0"AS205

1 STAIR #2 ELNARGED WEST ELEVATION

SCALE: 1/4" = 1'-0"AS205

2 STAIR #2 ENLARGED SOUTH ELEVATION

SCALE: 1/4" = 1'-0"AS205

3 STAIR #2 ENLARGED EAST ELEVATION

SCALE: 1/4" = 1'-0"AS205

4 STAIR #2 ENLARGED NORTH ELEVATION

SCALE:AS205

5 STAIR #2 ENLARGED ISOMETRIC

GLAZING SCHEDULE

NUMBER DESCRIPTION

GL#1 1/4" CLEAR TEMPERED GLASS

IG#1 1" CLEAR INSULATED GLASS

IG#2 1" CLEAR INSULATED TEMPERED GLASS

IG#3 1" SPANDREL INSULATED GLASS

KEYNOTES

KEY

VALUE DESCRIPTION

PRECAST CONCRETE DOUBLE TEE - SEE

STRUCTURAL

2 CONCRETE TOPPING - SEE STRUCTURAL

3 PAINTED HOLLOW METAL DOOR AND FRAME

FALL DETERRENT, REFER TO SHEET AS322 FOR

DETAILS. PROVIDE ABOVE SPANDREL ON ALL

EXTERIOR WALLS ABOVE LEVEL 1. ALSO PROVIDE

WHERE GRADE IS 20'-0" BELOW TOP OF SPANDREL

AS INDICATED.

5 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

6 PRE FAB MTL COPING

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

3' - 6"

7'

3' - 6"

3' - 6"

ELEVATOR DOOR

7'

4'

0"

7'

4'

7'

4'

7'

P-1

P-1

P-1

LEVEL 5 / ROOF

145' - 10"

P-1

SCUPPER

'-1

0"

'-4

'-4

'-4

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

10' - 5 3/4" 0' - 0 3/4" 10' - 6 3/4" 0' - 0 3/4" 1' - 0"

PT-1

PT-1

PT-1

OPEN

OPEN

OPEN

LEVEL 5 / ROOF

145' - 10"

PT-1

OPEN

SCUPPER

AS501

AS501

EXTERIOR FINISH LEGEND

NOTE: ALL FINISHES TO BE PC-1 UNLESS NOTED OTHERWISE

CAST IN PLACE CONCRETE

RE: STRUCTURAL

PRECAST CONCRETE; TO MATCH FLINT HILLS GRAY

PRECAST CONCRETE; TO MATCH PLAZA GRAY

DESCRIPTIONCODE

METAL SCREENING: VINYL COVERED WIRE MESH 2" X 2"

SQUARE OPENING

CP-1

PC-1

PC-2

FD

LEVEL 1

100' - 0"

PT-2 PT-2 PT-2

4' -3

4'

-0

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

LEVEL 5 / ROOF

145' - 10"

SCUPPER BEYOND

EXPOSED CONC ALL SIDES

EXPOSED CONC ALL SIDES

0' - 8" 9' - 9 3/4" 0' - 0 3/4" 10' - 7 1/2"

S E

E S

T R

U C

T D

W G

S

A T

E

LE

V A

T O

R

7'

T Y

P

AT ELEVATOR

3' - 6" TYP

OSHA COMPLIANT ELEVATOR

PIT LADDER - COORDINATE

LOCATION WITH ELEVATOR

CONTRACTOR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:5

P M

AS206

INTERIOR ELEVATIONS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 54 of 94

SCALE: 1/4" = 1'-0"AS206

1 STAIR #1 INTERIOR ELEVATOR

SCALE: 1/4" = 1'-0"AS206

2 STAIR #1 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"AS206

3 GARAGE STORAGE ELEVATION

SCALE: 1/4" = 1'-0"AS206

4 ELEVATOR INTERIOR ELEVATION

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 3

123' - 2"

123456789

AS301

LEVEL 4

134' - 6"

LEVEL 4

134' - 6"

AS302

AS302

AS302

AS201

LEVEL 5 / ROOF

145' - 10"

LEVEL 5 / ROOF

145' - 10"

AS502

LEVEL 1

100' - 0"

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 3

123' - 2"

123456789

AS301

LEVEL 4

134' - 6"

LEVEL 4

134' - 6"

LEVEL 5 / ROOF

145' - 10"

LEVEL 5 / ROOF

145' - 10"

SPRAY APPLIED

WATERPROOF MEMBRANE

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

AS301

AS301

A B C

LEVEL 4

134' - 6"

LEVEL 5 / ROOF

145' - 10"

GENERAL NOTE

1. PAINT ALL EXTERIOR CMU BLOCK

WITH BLOCK FILLER AND PT-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:5

P M

AS301

BUILDING SECTIONS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 55 of 94

SCALE: 3/32" = 1'-0"AS301

2 LONGITUDINAL SECTION 2

SCALE: 3/32" = 1'-0"AS301

1 LONGITUDINAL SECTION 1

SCALE: 3/32" = 1'-0"AS301

3 TRANSVERSE SECTION THRU DECK

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

5'

AS501

WATERPROOF MEMBRANE

GRADE - SEE CIVIL

DRAWINGS

CURTAIN WALL

PRECAST CONCRETE SLAB -

SEE STRUCTURAL

TAPERED RIGID INSUL

PRECAST CONCRETE WALL-

SEE STRUCTURAL

AS501

LEVEL 5 / ROOF

145' - 10"

'-9

1'

-0

PRE-CAST PANEL -

SEE STRUT DWGS

CONC WALL-

SEE STRUCT DWGS

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

PRECAST CONCRETE WALL-

SEE STRUCTURAL

MATT SLAB - SEE STRUCTURAL

GRAVEL FILL

6" SLAB - SEE STRUCTURAL

GRADE - SEE CIVIL

DRAWINGS

CURTAIN WALL

AS501

SIM

HANDRAIL

PRECAST HOLLOWCORE

PLANK W/ 3" TOPPING -

SEE STRUCTURAL

LEVEL 5 / ROOF

145' - 10"

'-9

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

1/4" 12"

AS501

AS501

AS501

AS501

CONC. WALK - SEE CIVIL DRWAINGS

AS501

PRE - CAST PANEL

BEYOND

LEVEL 5 / ROOF

145' - 10"

10" CONCRETE PLANK -

SEE STRUCT DWGS

10 1/2"

CONC TOPPING -

SEE STRUCT DWGS

10 1/2"

TUBE STL. SEE

STRUCTURAL

DRAWINGS

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

AS501

CONCRETE SLAB - SEE

STRUCT.

PRECAST CONCRETE

SPANDREL - SEE

STRUCTURAL

3"

AS501

LEVEL 5 / ROOF

145' - 10"

PRE - FIN ALUM

STOREFRONT

PRE - FIN ALUM

STOREFRONT

PRE - FIN ALUM

STOREFRONT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:5

P M

AS302

WALL SECTIONS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 56 of 94

SCALE: 1/2" = 1'-0"AS302

3 WALL SECTION @ ELEVATOR

SCALE: 1/2" = 1'-0"AS302

4 WALL SECTION @ STAIR #1SCALE: 1/2" = 1'-0"AS302

2 WALL SECTION @ MAIN ENTRY

SCALE: 1/2" = 1'-0"AS302

1 WALL SECTION @ DECK ENTRY

UP

20 11

UP

21 11

DN

20 11

UP

20 11

UP

20 11

DN

20 11

B

9'

0"

9'

0"

21' - 2" 0' - 6"

5' - 9" (10) TREAD @ 11" = 9' - 2" 5' - 7"

2' - 1"

3' - 2" 1' - 5" (10) TREADS @ 11" = 9' - 2" 4' - 8"

4'

0'

4'

111' - 10"

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

202A

1'-1 1/4"

202B

ST UP & DN - SEE MECH.

STAND PIPE - SEE FP

B

AS203

AS203

AS502

102A

0' - 8" 5' - 9" (10) TREAD @ 11" = 10' - 1"

21' - 8"

0'

8'

0'

0'

8'

0'

9'

0"

6'

1"

4'

9'

0"

2' - 7 3/4" 5' - 0" 2' - 2" 0' - 0 3/4"

10' - 7" 0' - 0 3/4"

0' - 6"

0' - 1"

3' - 2 3/4" 5' - 0 1/4" 2' - 2"

0' - 0 3/4"

3' - 1 1/4" 5' - 0" 2' - 5 1/2"

0' - 0 3/4" 1' - 0"

9' - 11 1/2"

21' - 8" 10' - 5 1/2"

2' - 1"

3' - 2" 1' - 5" (10) TREAD @ 11" = 9' - 2" 4' - 8"

5' - 7" 3' - 6" 4' - 3 1/2" 3' - 6" 4' - 3 1/2" 1' - 0"

9' - 11 1/2"

6'

3'

1"

0'

0"

9'

0"

AS206

AS302

AS302

20' - 6"

8'

8'

/2

8' - 9 1/2"

0' - 8"

100' - 0"

A3

100B

AS206

100A

0'

0"

ST UP & DN - SEE MECH.

AS502

102B

STAND PIPE - SEE FP

B

302A

21' - 2" 0' - 6"

5' - 9" (10) TREAD @ 11" = 9' - 2" 5' - 7"

3' - 3 3/4" 5' - 0" 2' - 2" 0' - 0 3/4" 10' - 7 3/4"

9'

0"

9'

0"

123' - 2"

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

1'-0"

302B

ST UP & DN - SEE MECH.

STAND PIPE - SEE FP

A

AS205

AS205

AS205

AS502

21' - 0" 1' - 0"

1' - 6 1/2" 3' - 4" 8' - 7 1/2" 5' - 0" 3' - 6"

5' - 10" (10) TREAD @ 11" = 9' - 2" 5' - 8"

0'

9'

4'

0'

4'

1' - 2 1/2" 3' - 4" 2' - 10 1/2" (10) TREAD @ 11" = 9' - 2" 5' - 5"

1'-0"

ST UP & DN - SEE MECH.

STAND PIPE - SEE FP

A

4'

0'

4'

0'

9'

1' - 2 1/2" 3' - 4" 2' - 10 1/2" (10) TREAD @ 11" = 9' - 2" 5' - 5"

21' - 0" 1' - 0"

5' - 10" (10) TREAD @ 11" = 9' - 2" 5' - 8"

13' - 6" 5' - 0" 3' - 6"

1'-0"

ST UP & DN - SEE MECH.

STAND PIPE - SEE FP

A

21' - 0" 1' - 0"

13' - 6" 5' - 0" 3' - 6"

5' - 10" (10) TREADS @ 11" = 9' - 2" 5' - 8"

0'

9'

4'

0'

4'

1' - 2"

3' - 4" 2' - 0"

1'-0"

ST UP & DN - SEE MECH.

STAND PIPE - SEE FP

GENERAL NOTE

1. PROVIDE BROOM FINISH TO ALL

LANDINGS AND TREADS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:5

P M

AS401

ENLARGED PLANS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 57 of 94

SCALE: 1/4" = 1'-0"AS401

2 STAIR #1 LEVEL 2 PLAN

SCALE: 1/4" = 1'-0"AS401

1 STAIR #1 LEVEL 1 PLAN

SCALE: 1/4" = 1'-0"AS401

3 STAIR #1 LEVEL 3 PLAN

SCALE: 1/4" = 1'-0"AS401

4 STAIR #2 LEVEL 1 PLAN

SCALE: 1/4" = 1'-0"AS401

5 STAIR #2 LEVEL 2 PLAN

SCALE: 1/4" = 1'-0"AS401

6 STAIR #2 LEVEL 3 PLAN

KEYNOTES

Key Value Description

1 OSHA COMPLIANT ELEVATOR

PIT LADDER - COORDINATE

LOCATION WITH ELEVATOR

CONTRACTOR.

B

LEVEL 4

134' - 6"

AS402

LEVEL 5 / ROOF

145' - 10"

BROOMED FINISH

AT ALL TREADS &

LANDINGS

RETURN HAND RAIL

PACK TO POST

15 TREADS @ 11" = 13' - 9"

R

IS

E

R S

/8

3' -6

T

/O R

A

IL

2' -1

0" T

/O R

A

IL

3' -6

T

/O R

A

IL

2'

0"

T /O

R A

IL

2' -1

0" T

/O R

A

IL

1 1/2" ØD

1 1/2 Ø

0' - 3"

3' -6

T

/O R

A

IL

T Y

P

4" O

.C

AS402

AS402

0'

1/ 4"

T

R E

A D

S

1"

3'

1'

/4

B

AS502

AS302

AS302

AS206

21' - 2" 0' - 6"

3' - 3 3/4" 5' - 0" 2' - 2" 0' - 0 3/4" 10' - 7 3/4"

5' - 9" (10) RISERS @ 11" = 9' - 2" 5' - 7"

9' -1

0"

'-8

9' -1

0"

'-9

'-7

2'-1" 3'-2" 1'-5 3/4"

134' - 6"

AS502

402A 402B

ST UP & DN - SEE MECH.

STAND PIPE - SEE FP

A

13' - 6" 5' - 0" 3' - 6"

21' - 0" 1' - 0"

4'

0'

4'

5' - 10" (10) TREADS @ 11" = 9' - 2" 5' - 8"

1' - 2" 3' - 4" 2' - 11" (10) TREADS @ 11" = 9' - 2" 4' - 9"

1' - 0"

0'

9'

ST UP & DN - SEE MECH.

STAND PIPE - SEE FP

A

21' - 0" 1' - 0"

4'

0'

4'

5' - 10" (10) TREADS @ 11" = 9' - 2" 5' - 8"

1' - 2" 3' - 4" 1' - 8"

0'

9'

10' - 7 3/4" 0' - 0 3/4" 11' - 3 3/4"

ST UP & DN - SEE MECH.

STAND PIPE - SEE FP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:5

P M

AS402

ENLARGED PLANS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 58 of 94

SCALE: 1/2" = 1'-0"AS402

2 SECTION THRU JUMP STAIR - WEST

SCALE: 1 1/2" = 1'-0"AS402

4 JUMP STAIR RAILING

SCALE: 1/2" = 1'-0"AS402

1 LEVEL 5 PLAN - JUMP STAIRS

SCALE: 1/4" = 1'-0"AS402

3 STAIR #1 LEVEL 4 PLAN

SCALE: 1/4" = 1'-0"AS402

6 STAIR #2 LEVEL 4 PLAN

SCALE: 1/4" = 1'-0"AS402

5 STAIR #2 LEVEL 5 PLAN

SLAB ON GRADE - SEE STRUCTURAL

CONCRETE WALK - SEE CIVIL

ALUM. THRESHOLD

ALUM DOOR - SEE DOOR SCHEDULE

TAPERED INSUL.

1/2" COVER BOARD

WOOD BLOCKING

EPDM MEMBRANE

EPDM FLASHING

THRU WALL FLASHING AND CAP

CURTAIN WALL, BY OTHERS

CMU

FORM STOP-

SEE STRUCT

CONC TOPPING -

SEE STRUCT

CMU

BACKER ROD AND SEALANT

SHIM

ANODIZED ALUM. CURTAIN WALL

GLAZING

FLASHING

1/

2"

FORM STOP - SEE STRUCTURAL

PRECAST FLOOR - SEE STRUCTURAL

1/2" 6"

SPANDREL GLAZING

CURTAIN WALL MULLION

INSULATED GLAZING

CONC TOPPING -

SEE STRUCT DWGS

BACKER ROD AND SEALANT

GLAZING

ANODIZED ALUM. CURTAIN WALL

1/

2"

1" 6" 1"

TAPERED RIGID INSUL

PRECAST CONCRETE SLAB -

SEE STRUCTURAL

PRECAST CONCRETE WALL-

SEE STRUCTURAL

EPDM FLASHING W/ SEALANT

EPDM FLASHING

2X6

CONTINUIOUS HOLD DOWN

SPLICING PLATE

PRE-FAB MTL COPING

BACKER ROD W/ SEALANT

TAPERED RIGID INSUL

PARAPET CAP FLASHING

EPDM FLASHING

ALUM GUTTER

2x12 WOOD BLOCKING

BACKER ROD, BY PRE-CASTER

2x6 EMBEDDED WOOD NAIL

BOARD, BY PRE-CASTER

CANTED 2x10 BLOCKING

ANODIZED ALUM. CURTAIN WALL - BY

MFR.

3/4" PLYWOOD

TAPERED RIGID INSUL

PARAPET FLASHING, BY MFR

PRECAST CONCRETE SLAB -

SEE STRUCTURAL

TREATED 2X4

EPDM

EPDM FLASHING

TREATED 2X4

TAPERED RIGID INSUL

EPDM

0.063" PRE - FIN

ALUM FASCIA

EPDM

1/2" MOISTURE TREATED

PLYWOOD

0.063" PRE - FIN

ALUM

6"

0.063" PRE-FIN

ALUM FASCIA

1/2" GYP COVERBOARD

TREATED 2X4

1/2" GYP PROTECTION BOARD W/

SYNTHETIC EXTERIOR PLASTER

PRECAST SPANDREL - SEE

STRUCTURAL DRAWINGS

STOREFRONT DOOR HEAD

CONTINUOUS SEALANT

SHIM

BACKER ROD AND SEALANT

ANODIZED ALUM. CURTAIN WALL

PRECAST CONCRETE WALL -

SEE STRUCTURAL

1" 7"

3 5/8" MTL. STUD @ 24" O.C. W/

BATT INSUL. R VALUE = 15

2 1/2" RIGID INSUL. R VALUE = 13

5/8" TYPE "X" GYP. BD ON

2 1/2" Z FURRING STRIPS

8" NOM CMU. RATED 1 HR

NOTE: LEAVE 1" MIN SPACING

BETWEEN MASONRY AND

PRECAST. TO BE SEALED WITH

1HR FIRE RATING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:1

:5

P M

AS501

DETAILS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 59 of 94

SCALE: 3" = 1'-0"AS501

1 STOREFRONT DOOR SILL DETAIL

SCALE: 3" = 1'-0"AS501

2 CURTAIN WALL SILL DETAIL @ OVERHANG

SCALE: 3" = 1'-0"AS501

5 CURTAIN WALL SILL DETAIL

SCALE: 3" = 1'-0"AS501

3 CURTAIN WALL JAMB @ FLOOR

SCALE: 3" = 1'-0"AS501

6 CURTAIN WALL JAMB PERIMITER DETAIL

SCALE: 3" = 1'-0"AS501

8 TYP. PARAPET DETAIL

SCALE: 3" = 1'-0"AS501

11 ROOF DETAIL @ LOBBY

SCALE: 3" = 1'-0"AS501

4 CURTAIN WALL PARAPET

SCALE: 3" = 1'-0"AS501

9 OVERHANG DETAIL

SCALE: 3" = 1'-0"AS501

7 STOREFRONT DOOR HEAD

SCALE: 3" = 1'-0"AS501

10 CURTAIN WALL HEAD DETAIL

SCALE: 3" = 1'-0"AS501

12 CEILING DETAIL

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

AS302

3' -6

3' -6

3'

-6

3' -6

2' -1

0"

2' -1

0"3'

'-2

(1 0)

R

IS

E R

S

5'

-8

/2

(1 0)

R

IS

E R

S

5'

-7

/2

(1 0)

R

IS

E R

S

/8

'-8

/2

(1 0)

T R

E A

D S

/4

'-7

/2

(1

1) R

IS

E

R S

/1

6"

'-2

/8

(1

0) R

IS

E

R S

3/

'-7

/8

(9) TREADS @ 11" = 8'-3"

(10) TREADS @ 11" = 9'-2"

AS501

SIM

P-1

11"

2' -1

0"

LEVEL 5 / ROOF

145' - 10"

AS204

1/2" 12"

1/2" 12"

2'

0"

TYP.

LEVEL 1

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

LEVEL 4

134' - 6"

3'

2'

0"

3'

2'

0"

2'

0"

3'

2'

0"

3'

2' -1

0"

(1 0)

R

IS

E R

S

1/

'-6

(1

0) R

IS

E

R S

1/

'-7

5' -8

(1

0) R

IS

E

R S

/1

6"

'-8

5'

-8

(1 0)

R

IS

E R

S

/1 6"

'-8

5' -8

(1

0) R

IS

E

R S

/1

6"

'-8

TYP ALL FLIGHTS BUT FIRST

(9) TREADS @ 11" = 8'-3"

AS501

SIM

P-1

LEVEL 5 / ROOF

145' - 10"

(8) TREADS @ 11" = 7'-4"

2'

0"

3'

2'

0"

3'

2'

0"

3'

2'

1"

3'

2' -1

0"

3'

3' -6

3/4"

100' - 0"

LEVEL 2

111' - 10"

LEVEL 3

123' - 2"

AS301

B

LEVEL 4

134' - 6"

LEVEL 5 / ROOF

145' - 10"

AS206

'-0

1'

6'

7'

4'

7'

4'

7'

4'

0"

7'

5'

0'

1'

1'

1'

1'

1'

1'

1'

1'

0'

1' - 7 3/4"

OSHA COMPLIANT ELEVATOR

PIT LADDER - COORDINATE

LOCATION WITH ELEVATOR

CONTRACTOR.

H-1, SEE MECH.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:2

:0

P M

AS502

STAIR SECTIONS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 60 of 94

SCALE: 3/8" = 1'-0"AS502

1 SECTION THRU STAIR TOWER 1

SCALE: 3/8" = 1'-0"AS502

3 SECTION THRU STAIR TOWER 2

KEYNOTES

KEY

VALUE DESCRIPTION

PRECAST CONCRETE LANDING - SEE

STRUCTURAL

TAPERED INSULATION: 1/4" SLOPE & EPDM

MEMBRANE ROOF SYSTEM

PRECAST CONCRETE STAIR - SEE

STRUCTURAL

4 CONCRETE SLAB - SEE STRUCT.

5 8" NOM CMU

6 1 /12" DIA. STL HANDRAIL

7 1 1/2" DIA. STL GUARDRAIL POST

8 1 1/2" DIA. STL GUARDRAIL

OSHA COMPLIANT ELEVATOR PIT LADDER -

COORDINATE LOCATION WITH ELEVATOR

CONTRACTOR.

SCALE: 3/8" = 1'-0"AS502

2 ELEVATOR SECTION

ALUM ALUMINUM

HM HOLLOW METAL

CL ANOD CLEAR ANODIZED

P PAINT

ELEV ELEVATOR

ABBREVIATIONS

CARD CARD READER

STL STEEL

SEAL SEALED CONCRETE

PORC PORCELAIN TILE

PLAM PRE-LAMINATED

WIDTH SEE SCHEDULE

0' - 2" WIDTH SEE SCHEDULE 0' - 2"

0'

H E

IG

H

T P

E R

S C

H E

D U

LE

GARAGE DOORHM

H E

IG

H

T S

E E

S C

H E

D U

LE

H E

IG

H

T

S E

E S

C H

E D

U

LE

SF1

WIDTH SEE SCHEDULE

IG#2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m sJ

Y V

F

.r vt

/9

/2

:2

:0

P M

AS601

SCHEDULES

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 61 of 94

DOOR AND OPENING SCHEDULE

DOOR NO. ROOM NAME ROOM NUMBER

DOOR ASSEMBLY HARDWARE

TYPE COMMENTSWIDTH HEIGHT THICKNESS Material FINISH GLAZING MATERIAL FRAME TYPE FINISH FIRE RATING

100A LOBBY 100 6' - 0" 7' - 0" 1 1/2" ALUM CL ANOD GL#1 ALUM ALUM AL ANOD - - SF#1

100B LOBBY 100 6' - 0" 6' - 11 3/4" 1 1/2" ALUM CL ANOD GL#1 ALUM ALUM AL ANOD - - SF#1

101 STAIR 1 101 3' - 0" 7' - 1" 1 3/4" - - - - - - - - OPEN

102A ELEV 1 102A 3' - 6" 7' - 0" STL P-4 - STL - P-4 - - PER ELEVATOR MFR

102B ELEV 2 102B 3' - 6" 7' - 0" STL P-4 - STL - P-4 - - PER ELEVATOR MFR

103 STAIR 2 105 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-E4

104 ELEV CTRL 104 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 90 MIN HW-SH-4 CARD

105 STAIR 2 105 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-E4

106A STORAGE 106 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-SH-4

106B STORAGE 106 10' - 0" 8' - 0" 1 1/2" - - - - - - - - 2' SECTIONAL OVERHEAD DOOR

107 OIT 107 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-SH-4 CARD

108 SECURITY 108 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-SH-4 CARD

109 ELECTRICAL 109 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-SH-4 CARD

200 LOBBY 200 6' - 0" 6' - 11 3/4" 1 1/2" ALUM CL ANOD GL#1 ALUM ALUM AL ANOD - - SF#1

201 STAIR 1 201 3' - 0" 7' - 1" 1 3/4" - - - ALUM - - - - OPEN

202A ELEV 1 202A 3' - 6" 7' - 0" STL P-4 - STL P-4 - - PER ELEVATOR MFR

202B ELEV 2 202B 3' - 6" 7' - 0" STL P-4 - STL P-4 - - PER ELEVATOR MFR

205 STAIR 2 205 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-E4

300 LOBBY 300 6' - 0" 6' - 11 3/4" 1 1/2" ALUM CL ANOD GL#1 ALUM ALUM AL ANOD - - SF#1

301 STAIR 1 301 3' - 0" 7' - 1" 1 3/4" - - - - - - - - OPEN

302A ELEV 1 302A 3' - 6" 7' - 0" STL P-4 - STL STL P-4 - - PER ELEVATOR MFR

302B ELEV 2 302B 3' - 6" 7' - 0" STL P-4 - STL STL P-4 - - PER ELEVATOR MFR

305 STAIR 2 305 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-E4

400 LOBBY 400 6' - 0" 6' - 11 3/4" 1 1/2" ALUM CL ANOD GL#1 ALUM ALUM AL ANOD - - SF#1

401 STAIR 1 401 3' - 0" 7' - 1" 1 3/4" - - - - - - - - OPEN

402A ELEV 1 402A 3' - 6" 7' - 0" STL P-4 - STL STL P-4 - - PER ELEVATOR MFR

402B ELEV 2 402B 3' - 6" 7' - 0" STL P-4 - STL STL P-4 - - PER ELEVATOR MFR

405 STAIR 2 405 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-E4

505 STAIR 2 505 3' - 0" 7' - 0" 1 3/4" HM P-4 - HM HM-1 P-4 - HW-E4

GLAZING SCHEDULE

NUMBER DESCRIPTION

GL#1 1/4" CLEAR TEMPERED GLASS

IG#1 1" CLEAR INSULATED GLASS

IG#2 1" CLEAR INSULATED TEMPERED GLASS

IG#3 1" SPANDREL INSULATED GLASS

SCALE: 1/2" = 1'-0"AS601

1 DOOR LEGEND

ROOM FINISH SCHEDULE

WT ROOM NAME FLOOR BASE

WALLS CEILING

REMARKS

N S E W MATL HEIGHT

100 LOBBY P-1 P-1 P-1 -

101 STAIR 1 P-1 P-1 P-1 -

102A ELEV 1 P-1 P-1 P-1 -

102B ELEV 2 P-1 P-1 P-1 -

104 ELEV CTRL P-1 P-1 P-1 -

105 STAIR 2 P-1 P-1 P-1 -

106 STORAGE P-1 P-1 P-1 -

107 OIT P-1 P-1 P-1 -

108 SECURITY P-1 P-1 P-1 -

109 ELECTRICAL P-1 P-1 P-1 -

200 LOBBY P-1 P-1 P-1 P-1

201 STAIR 1 P-1 P-1 P-1 P-1

202A ELEV 1 P-1 P-1 P-1 P-1

202B ELEV 2 P-1 P-1 P-1 P-1

205 STAIR 2 P-1 P-1 P-1 P-1

300 LOBBY P-1 P-1 P-1 P-1

301 STAIR 1 P-1 P-1 P-1 P-1

302A ELEV 1 P-1 P-1 P-1 P-1

302B ELEV 2 P-1 P-1 P-1 P-1

305 STAIR 2 P-1 P-1 P-1 P-1

400 LOBBY P-1 P-1 P-1 P-1

401 STAIR 1 P-1 P-1 P-1 P-1

402A ELEV 1 P-1 P-1 P-1 P-1

402B ELEV 2 P-1 P-1 P-1 P-1

405 STAIR 2 P-1 P-1 P-1 P-1

505 STAIR 2 P-1 P-1 P-1 P-1

NOTE: ALL STAIR GUARDRAILS AND HANDRAILS TO BE P-3

STRIPING, SIGNAGE, WATERPROOFING

GENERAL NOTES

SIGNAGE TO BE DESIGNED IN CONJUNCTION WITH THE VA DESIGN

GUIDE "PARKING LOTS AND PARKING STRUCTURES SIGNAGE" AND

"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES". SEE SIGNAGE

SCHEDULE THIS SHEET FOR ADDITIONAL INFORMATION.

GARAGE SIGNAGE SHALL BE COLOR CODED BY LEVEL. REFER TO

COLORS BELOW FOR SELECTIONS FROM DESIGN GUIDELINES.

CONFIRM WITH CONTRACTING OFFICER REPRESENTATIVE FOR

FINAL COLOR SELECTION.

LEVEL 1 = MP05585 "SHELL OIL" (YELLOW)

LEVEL 2 = MP13427 "ANOLE GREEN" (GREEN)

LEVEL 3 = MP02160 "SAILBOAT BLUE" (BLUE)

LEVEL 4 = MP01229 "ANTARTICA ORANGE" (ORANGE)

LEVEL 5 = MP10844 "GRAVITY TRACTOR" (RED)

PARKING SPACE STRIPING TO BE 4" WIDE YELLOW STRIPING.

CROSS HATCH STRIPING TO BE 4" WIDE YELLOW STRIPING AT 24"

O.C. TO BE PLACED AT LOCATIONS AS SHOWN ON THE PLANS.

DIRECTIONAL ARROWS TO BE PAINTED YELLOW AT LOCATIONS AS

SHOWN ON THE PLANS.

PAINTED GRAPHICS TO BE PLACED AT LOCATIONS AS SHOWN ON

THE PLANS.

ALL SIGNS LOCATED AT ENTRY/EXIT SHOULD BE CENTERED IN

LANES, TYPICAL.

PARKING SPACE STRIPING DIMENSIONS INDICATED ARE NOMINAL

DIMENSIONS. TOLERANCES ARE AS FOLLOWS:

A. PARKING SPACE LENGTH = INDICATED LIGHT +/- 2".

B. PARKING SPACE WIDTH = INDICATED WIDTH +/- 1".

C. BASE LINE LENGTH = INDICATED LENGTH +/- 1"

D. STRIPE WIDTH = 4" +/- 1/4"

E. TOTAL DIM'S = INDICATED LENGTH +/- 2" PER RUN.

PARKING SPACE DIMENSIONS INDICATED ARE FROM THE FACE OF

A WALL OR COLUMN, UNLESS OTHERWISE INDICATED.

INSTALL SIGNS PLUMB AND LEVEL.

ALL JOINTS BETWEEN STRUCTURAL MEMBERS SHALL BE

PROPERLY PREPARED AND FILLED WITH JOINT SEALANT UNLESS

OTHERWISE NOTED. ALL JOINT EDGES, INCLUDING TOP AND

BOTTOM OF HORIZONTAL SURFACES AND BOTH FACES OF

VERTICAL SURFACES, SHALL BE FORMED OR TOOLED AS

REQUIRED. JOINT SEALANT SHALL BE APPLIED ONLY TO TOP OF

HORIZONTAL SURFACES, AND SHALL BE APPLIED TO BOTH FACES

OF VERTICAL SURFACES UNLESS OTHERWISE NOTED.

JOINTS TO BE PREPARED AND SEALED INCLUDE, BUT ARE NOT

LIMITED TO: CONSTRUCTION JOINTS, CONTROL JOINTS,

ISOLATION JOINTS, AND ALL INTERFACES BETWEEN SIMILAR AND

DISSIMILAR MEMBERS. ADDITIONAL LOCATIONS TO THOSE SHOWN

ON THE DRAWINGS MAY BE REQUIRED.

REPAIR ALL CRACKS IN SUPPORTED CONCRETE FLOOR SLAB AND

CURBS BY ROUTING AND SEALING OR EPOXY INJECTION, SUBJECT

TO THE APPROVAL OF THE COR AND THE ENGINEER. REFER TO 2

AND 3/AP300.

INDICATES HEAVY DUTY TRAFFIC BEARING

MEMBRANE / DECK COATING ON LEVEL 2,

REFER TO 5/AP300. APPLY TO SUPPORTED SLAB SURFACES AS

INDICATE ON THE PLANS AND EXTEND 4" UP VERTICAL SURFACES

INCLUDING WALLS, PANELS, COLUMNS, CURBS, PIPES, ETC.

CONCRETE SEALER SHALL BE APPLIED TO ALL SLAB SURFACES

EXPOSED TO THE SKY. REFER TO SPECIFICATION SECTION 07 19

16.

FLOOD TEST:

CONTRACTOR SHALL ARRANGE FOR AND WET ALL SLABS WITH

WATER FOR THE PURPOSE OF DETECTING ANY DEFECTS IN THE

CONCRETE WHICH WOULD RESULT IN LEAKS AND/OR INADEQUATE

DRAINAGE. SLAB SURFACES SHALL BE WETTED UNTIL WATER

FLOWS FREELY TO DRAINS. NO FINISHED SPACES SHALL BE

INSULATED OR CEILING INSTALLED UNTIL DRAINAGE TEST HAS

BEEN COMPLETED ON THE SLAB ABOVE AND REVIEWED BY THE

ENGINEER.

-LOW SPOTS, PUDDLES, OR BIRD BATHS ARE DEFINED AS 4 SF OF

STANDING WATER WITH A VISIBLE SHEEN ISOLATED BY DRYING

CONCRETE AND AS ANY SMALLER LOW SPOTS THAT DO NO DRY

WITHIN 6 HRS. THESE SHALL BE ELIMINATED BY SMOOTHING OUT

BROOM LINES, GRINDING, A DRAINAGE PATH (MAX 1/4" DEPTH), OR

BY PATCHING WITH AN APPROVED POLYMER REPAIR MATERIAL.

-THE SLABS SHALL BE REVIEWED FOR CRACKS. CRACKS ARE

LOCATED WHEN WATER FROM THE FLOOD TEST IS OBSERVED ON

THE UNDERSIDE OF THE SLAB. CRACKS MAY ALSO BE OBSERVED

ON THE TOP SURFACE OF THE SLAB WHEN THE CONCRETE SLABS

ARE DRYING AND THE CRACKS ARE HIGHLIGHTED WITH

MOISTURE. THE CRACKS SHALL BE REPAIRED BY ROUTING AND

SEALING OR EPOXY INJECTION SUBJECT TO THE APPROVAL OF

THE ENGINEER.

-POTENTIAL LEAKS ARE LOCATED BY NOTING IF WATER FROM

FLOOD TEST IS OBSERVED AT UNDERSIDE OF SLABS OR RUNING

DOWN FACES OF WALLS. LEAKING ATTRIBUTED TO DEFECTIVE

TRAFFIC BEARING MEMBRANE, JOINT SEALANTS, OR EXPANSION

JOINT SEALANT SYSTEMS SHALL BE CORRECTED BY REPAIRING

THE WATERPROOFING SYSTEM IN ACCORDANCE WITH

MANUFACTURER REQUIREMENTS.

STRUCTURAL AND ARCHITECTURAL COMPONENTS ARE FOR

REFERENCE ONLY, REFER TO STRUCTURAL AND ARCHITECTURAL

DRAWINGS.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

ISOMETRIC KEYPLAN- LEVEL 1

LEVEL 2

+11'-10"

LEVEL 1

0'-0"

LEVEL 3

+23'-2"

LEVEL 4

+34'-6"

LEVEL 5

+45'-10"

9'

1' - 5" 10"

3' - 8"

5'

8' - 0"

1'

1'

8'

"10

PAINT TRAFFIC

WHITE

AA

BB

CC

R 5' - 0"

ALIGNALIGN

ALIGN

4' - 0" 4' - 0"

18' - 0"

24' - 6" 6' - 6 1/2"

23 EQ. SPACES

207' - 0"

6' - 6"

24' - 6"

TYPICAL

18' - 0"

+/- 21' - 10 1/4" 24' - 6" 18' - 6"

1'

1/

2"

E

Q . S

P A

C E

S

5'

8'

18' - 0"

R

E Q

E Q

A

LI

G N

STOP

EQ EQ

R 5' - 0"

E Q

E Q

E Q

E Q

4' - 0"

/2

E

Q . S

P A

C E

S

+/- 3' - 10 1/4"

TYPICAL

18' - 0"

EQ EQ

16' - 6" 10' - 6"

28 EQ. SPACES

252' - 0" 6' - 0"

E Q

E Q

E Q

E Q

T Y

P

IC

A L

E Q

E Q

E Q

E Q

E Q

E Q

R

4' - 6"

R 5

STOP

EQ EQ

EQ EQ

R

' - 0

5'

E

Q . S

P A

C E

S

5'

2.2% SLOPE

3.0%SLOPE

3.0%SLOPE

2.2% SLOPE UP TO LEVEL 2

19 EQ. SPACES

171' - 0"

27' - 0"

21 EQ. SPACES

189' - 0"

E Q

E Q

E Q

E Q

[Stairs]

[In Case of Fire]

[Elevators]

T Y

P

IC

A L

0'

1/ 4"

T Y

P

IC

A L

T Y

P

IC

A L

[Stair 'X', Lvl 'X']

[Stair 'X', Lvl 'X']

[Entrance]

[8'-2" Clearance 8'-2"]

[Exit]-1

[DO NOT ENTER]

AP101

TYP

AP101

TYP

[Park]

[Exit, Park]-1

[Park, Exit]-1

AP300

TYP

AP300

TYP

AP300

TYP

AP300

TYP

AP300

TYP

AP300

AP300

AP300

AP300

AP300

TYP

AP101

TYP

STORAGE

OIT

SECURITY

ELEV CTRL

OR

OR

[Stairs]

[Stair 'X', Lvl 'X']

[Park, Exit]-2

[Exit]-2

[Park, Exit]-3

[Exit]-3

[Exit, Park]-2

[Park, Exit]-3

WHEEL STOP. RE:

4/AP101

WHEEL STOP.RE:

4/AP101

[Level]

[Level]

TYPICAL

9' - 0" T Y

P

IC

A L

T Y

P

IC

A L

9'

TYPICAL

18' - 0"

TYPICAL

9' - 0"

TYPICAL

9' - 0"

TYPICAL

9' - 0"

[8'-2" Clearance 8'-2"]

[Entrance]

[Exit]-1

[DO NOT ENTER]

[Room]

[Room]

[Room]

[Room]

[Room]

ELECTRICAL

AP300

TYP

SEE STRUCTURAL

DRAWINGS FOR

CONTROL JOINT

LOCATIONS

SEE STRUCTURAL

DRAWINGS FOR

CONTROL JOINT

LOCATIONS

TYP.

TYP.

AP300

TYP

[Level]

[Level]

E Q

E Q

WHEEL STOP.RE:

4/AP101

T Y

P

IC

A L

9'

WHEEL STOP.RE:

4/AP101

5' - 8"

2" 5' - 4" 2"

6"

2" 2"

2"

6"

PLAN VIEW

ELEVATION

PRECAST CONCRETE WHEEL STOP SHALL

BE 6'-0" LONG MAX. SPACE BETWEEN

WHEEL STOPS SHALL BE 3'-0" MIN. PAINT

WHEEL STOP YELLOW

PARKING SUMMARY

DESCRIPTION

LEVEL 3

LEVEL 2

LEVEL 1

GARAGE TOTAL:

TOTAL

(STANDARD)

AREA (SF)

38,018

38,018

38,605

172,068

PARKING EFFICIENCY = 349 SF/SPACE

STANDARD SPACE = 9'-0" X 18'-0" @ 90 DEGREES

LEVEL 4 110 38,018

LEVEL 5 52 19,409

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C U s e rs

\K n ie h a u s \D o c u m e n ts

\1 .1

V A

O m a h a k n ie h a u s g u id o n d e s ig n .c o m

.r v t

/8

/2

:1

:3

P M

AP101

LEVEL 1 STRIPING, SIGNAGE, AND

WATERPROOFING PLANNAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

TBD

05/10/2019 TS KN

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

SCALE: 1/4" = 1'-0"AP101

2 TRAFFIC ARROW

SCALE: 1/4" = 1'-0"AP101

3 MARKING DETAIL

SCALE: 3/32" = 1'-0"AP101

1 LEVEL 1 STRIPING, SIGNAGE, AND WATERPROOFING PLAN

SCALE: 3/4" = 1'-0"AP101

4 WHEEL STOP DETAIL

SIGNAGE SCHEDULE

PLAN NOTE 'TEXT' VA SIGN TYPE

[8'-2" Clearance 8'-2"] 8'-2" Clearance 8'-2" PS-09: CLEARANCE HEIGHT BANG BAR

[ In Case of Fire] Stair 'X'. Level '#' PS-03.01: SMALL WALL MTD

[DO NOT ENTER] θ DO NOT ENTER θ PS-09: CLEARANCE HEIGHT BANG BAR

[Elevators] Elevators <Braille> IN-04.02: SECONDARY RM

IDENTIFICATION

[Entrance] Entrance PS-08: DIMENSIONAL LETTERS

[Exit, Park] -2 → Exit Park → PS-01.04: CLNG HUNG

[Exit, Park]-1 ↑ Exit Park → PS-02.03: DOUBLE TEE MOUNTED

[Exit, Park]-2 → Exit Park → PS-01.04: CLNG HUNG

[Exit]-1 Exit PS-08: DIMENSIONAL LETTERS

[Exit]-2 ← Exit PS-01.04: CLNG HUNG

[Exit]-3 Exit → PS-02.03: DOUBLE TEE MOUNTED

[In Case of Fire] In Case of Fire, Use Stairs. Do Not Use Elevator

IN-01.04: ELEVATOR CALL BUTTON

[Level] '#' PAINTED WAYFINDING SIGN

[Park, Exit]-1 ← Park Exit → PS-01.04: CLNG HUNG

[Park, Exit]-2 ↑ Park Exit → PS-01.04: CLNG HUNG

[Park, Exit]-3 ← Park Exit ← PS-01.04: CLNG HUNG

[Park] ←↑ Park PS-01.04: CLNG HUNG

[Room] TO BE PROVIDED BY

VA

IN-04.01: PRIMARY RM IDENTIFICATION

[Stair 'X' , Lvl 'X'] Stair 'X'. Level '#' PS-03.01: SMALL WALL MTD

[Stair 'X', Lvl 'X'] Stair 'X'. Level '#' PS-03.01: SMALL WALL MTD

[Stairs] Stairs <Braille> IN-04.02: SECONDARY RM

IDENTIFICATION

REFER TO AP200 FOR ADDITIONAL INFORMATION.

Revisions: Date: Sheet 62 of 94

SIGNAGE TO BE DESIGNED IN CONJUNCTION WITH THE VA DESIGN

GUIDE "PARKING LOTS AND PARKING STRUCTURES SIGNAGE" AND

"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES". SEE SIGNAGE

SCHEDULE THIS SHEET FOR ADDITIONAL INFORMATION.

GARAGE SIGNAGE SHALL BE COLOR CODED BY LEVEL. REFER TO

COLORS BELOW FOR SELECTIONS FROM DESIGN GUIDELINES.

CONFIRM WITH CONTRACTING OFFICER REPRESENTATIVE FOR

FINAL COLOR SELECTION.

LEVEL 1 = MP05585 "SHELL OIL" (YELLOW)

LEVEL 2 = MP13427 "ANOLE GREEN" (GREEN)

LEVEL 3 = MP02160 "SAILBOAT BLUE" (BLUE)

LEVEL 4 = MP01229 "ANTARTICA ORANGE" (ORANGE)

LEVEL 5 = MP10844 "GRAVITY TRACTOR" (RED)

PARKING SPACE STRIPING TO BE 4" WIDE YELLOW STRIPING.

CROSS HATCH STRIPING TO BE 4" WIDE YELLOW STRIPING AT 24"

O.C. TO BE PLACED AT LOCATIONS AS SHOWN ON THE PLANS.

DIRECTIONAL ARROWS TO BE PAINTED YELLOW AT LOCATIONS AS

SHOWN ON THE PLANS.

PAINTED GRAPHICS TO BE PLACED AT LOCATIONS AS SHOWN ON

THE PLANS.

ALL SIGNS LOCATED AT ENTRY/EXIT SHOULD BE CENTERED IN

LANES, TYPICAL.

PARKING SPACE STRIPING DIMENSIONS INDICATED ARE NOMINAL

DIMENSIONS. TOLERANCES ARE AS FOLLOWS:

A. PARKING SPACE LENGTH = INDICATED LIGHT +/- 2".

B. PARKING SPACE WIDTH = INDICATED WIDTH +/- 1".

C. BASE LINE LENGTH = INDICATED LENGTH +/- 1"

D. STRIPE WIDTH = 4" +/- 1/4"

E. TOTAL DIM'S = INDICATED LENGTH +/- 2" PER RUN.

PARKING SPACE DIMENSIONS INDICATED ARE FROM THE FACE OF

A WALL OR COLUMN, UNLESS OTHERWISE INDICATED.

INSTALL SIGNS PLUMB AND LEVEL.

ALL JOINTS BETWEEN STRUCTURAL MEMBERS SHALL BE

PROPERLY PREPARED AND FILLED WITH JOINT SEALANT UNLESS

OTHERWISE NOTED. ALL JOINT EDGES, INCLUDING TOP AND

BOTTOM OF HORIZONTAL SURFACES AND BOTH FACES OF

VERTICAL SURFACES, SHALL BE FORMED OR TOOLED AS

REQUIRED. JOINT SEALANT SHALL BE APPLIED ONLY TO TOP OF

HORIZONTAL SURFACES, AND SHALL BE APPLIED TO BOTH FACES

OF VERTICAL SURFACES UNLESS OTHERWISE NOTED.

JOINTS TO BE PREPARED AND SEALED INCLUDE, BUT ARE NOT

LIMITED TO: CONSTRUCTION JOINTS, CONTROL JOINTS,

ISOLATION JOINTS, AND ALL INTERFACES BETWEEN SIMILAR AND

DISSIMILAR MEMBERS. ADDITIONAL LOCATIONS TO THOSE SHOWN

ON THE DRAWINGS MAY BE REQUIRED.

REPAIR ALL CRACKS IN SUPPORTED CONCRETE FLOOR SLAB AND

CURBS BY ROUTING AND SEALING OR EPOXY INJECTION, SUBJECT

TO THE APPROVAL OF THE COR AND THE ENGINEER. REFER TO 2

AND 3/AP300.

INDICATES HEAVY DUTY TRAFFIC BEARING

MEMBRANE / DECK COATING ON LEVEL 2,

REFER TO 5/AP300. APPLY TO SUPPORTED SLAB SURFACES AS

INDICATE ON THE PLANS AND EXTEND 4" UP VERTICAL SURFACES

INCLUDING WALLS, PANELS, COLUMNS, CURBS, PIPES, ETC.

CONCRETE SEALER SHALL BE APPLIED TO ALL SLAB SURFACES

EXPOSED TO THE SKY. REFER TO SPECIFICATION SECTION 07 19

16.

FLOOD TEST:

CONTRACTOR SHALL ARRANGE FOR AND WET ALL SLABS WITH

WATER FOR THE PURPOSE OF DETECTING ANY DEFECTS IN THE

CONCRETE WHICH WOULD RESULT IN LEAKS AND/OR INADEQUATE

DRAINAGE. SLAB SURFACES SHALL BE WETTED UNTIL WATER

FLOWS FREELY TO DRAINS. NO FINISHED SPACES SHALL BE

INSULATED OR CEILING INSTALLED UNTIL DRAINAGE TEST HAS

BEEN COMPLETED ON THE SLAB ABOVE AND REVIEWED BY THE

ENGINEER.

-LOW SPOTS, PUDDLES, OR BIRD BATHS ARE DEFINED AS 4 SF OF

STANDING WATER WITH A VISIBLE SHEEN ISOLATED BY DRYING

CONCRETE AND AS ANY SMALLER LOW SPOTS THAT DO NO DRY

WITHIN 6 HRS. THESE SHALL BE ELIMINATED BY SMOOTHING OUT

BROOM LINES, GRINDING, A DRAINAGE PATH (MAX 1/4" DEPTH), OR

BY PATCHING WITH AN APPROVED POLYMER REPAIR MATERIAL.

-THE SLABS SHALL BE REVIEWED FOR CRACKS. CRACKS ARE

LOCATED WHEN WATER FROM THE FLOOD TEST IS OBSERVED ON

THE UNDERSIDE OF THE SLAB. CRACKS MAY ALSO BE OBSERVED

ON THE TOP SURFACE OF THE SLAB WHEN THE CONCRETE SLABS

ARE DRYING AND THE CRACKS ARE HIGHLIGHTED WITH

MOISTURE. THE CRACKS SHALL BE REPAIRED BY ROUTING AND

SEALING OR EPOXY INJECTION SUBJECT TO THE APPROVAL OF

THE ENGINEER.

-POTENTIAL LEAKS ARE LOCATED BY NOTING IF WATER FROM

FLOOD TEST IS OBSERVED AT UNDERSIDE OF SLABS OR RUNING

DOWN FACES OF WALLS. LEAKING ATTRIBUTED TO DEFECTIVE

TRAFFIC BEARING MEMBRANE, JOINT SEALANTS, OR EXPANSION

JOINT SEALANT SYSTEMS SHALL BE CORRECTED BY REPAIRING

THE WATERPROOFING SYSTEM IN ACCORDANCE WITH

MANUFACTURER REQUIREMENTS.

STRUCTURAL AND ARCHITECTURAL COMPONENTS ARE FOR

REFERENCE ONLY, REFER TO STRUCTURAL AND ARCHITECTURAL

DRAWINGS.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

ISOMETRIC KEYPLAN- LEVEL 2

LEVEL 2

+11'-4"

LEVEL 1

0'-0"

LEVEL 3

+22'-8"

LEVEL 4

+34'-6"

LEVEL 5

+45'-10"

AA

BB

CC

18' - 0" EQ EQ

2' - 4 3/4" 2' - 3 1/2"

EQ EQ

2%SLOPE

3.2%SLOPE

2%SLOPE

3.2%SLOPE

4' - 0" 4' - 0" TYP.

ALIGN

ALIGN

ALIGN

ALIGN

3'

0"

3' - 0"

3' - 0"

UP TO LEVEL 3

DOWN TO LEVEL 1

E

Q . S

P A

C E

S

27' - 0"

28 EQ. SPACES

252' - 0"

E Q

E Q

E Q

E Q

T Y

P

IC

A L

T Y

P

IC

A L

T Y

P

IC

A L

E Q

E Q

E Q

E Q

T Y

P

IC

A L

E Q

E Q

E Q

E Q

E Q

E Q

27' - 0"

21 EQ. SPACES

189' - 0"

7 EQ. SPACES

63' - 0" 26' - 7 3/8"

/2

E

Q . S

P A

C E

S

E

Q . S

P A

C E

S

T Y

P

IC

A L

9'

EQ EQEQ EQ

6' - 1" 6' - 1"EQ EQ

AP300

TYP

AP300

TYP

AP300

TYP

AP300

TYP

AP300

AP300

AP300

AP300

[Stairs]

[In Case of Fire]

[Elevators]

[Stair 'X', Lvl 'X']

[Stair 'X', Lvl 'X']

[Stair 'X', Lvl 'X']

[Stairs]

AP300

TYP

AP101

TYP

E Q

E Q

OR

OR

[Park]

[Park]

[Park]

[Park]

[Exit, Park]-2

[Exit, Park]-2

[Exit, Park]-2

[Exit, Park]-2

[Level]

[Level]

[Level]

[Level]

TYPICAL

9' - 0"

5' - 11 1/2" 20' - 8"

1/ 2"

TYPICAL

9' - 0"

T Y

P

IC

A L

9'

T Y

P

IC

A L

9'

TYPICAL

9' - 0"

TYPICAL

9' - 0"

TYPICAL

18' - 0"

TYPICAL

18' - 0"

TYPICAL

18' - 0"

AP300

SLAB ON GRADE

TO RAMP

EXPANSION JOINT

AP300

TYP

SEE STRUCTURAL

DRAWINGS FOR

CONTROL JOINT

LOCATIONS

SEE STRUCTURAL

DRAWINGS FOR

CONTROL JOINT

LOCATIONS

TYP.

TYP.

AP300

E Q

E Q

13' - 10 3/4"

21 EQ. SPACES

189' - 0"

13' - 1 1/2"

18 EQ. SPACES

162' - 0"

3 EQ. SPACES

27' - 0"

PARKING SUMMARY

DESCRIPTION

LEVEL 3

LEVEL 2

LEVEL 1

GARAGE TOTAL:

TOTAL

(STANDARD)

AREA (SF)

38,018

38,018

38,605

172,068

PARKING EFFICIENCY = 349 SF/SPACE

STANDARD SPACE = 9'-0" X 18'-0" @ 90 DEGREES

LEVEL 4 110 38,018

LEVEL 5 52 19,409

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C U s e rs

\K n ie h a u s \D o c u m e n ts

\1 .1

V A

O m a h a k n ie h a u s g u id o n d e s ig n .c o m

.r v t

/8

/2

:1

:3

P M

AP102

LEVEL 2 STRIPING, SIGNAGE, AND

WATERPROOFING PLANNAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

TBD

05/10/2019 TS KN

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

SCALE: 3/32" = 1'-0"AP102

1 LEVEL 2 STRIPING, SIGNAGE, AND WATERPROOFING PLAN

SIGNAGE SCHEDULE

PLAN NOTE 'TEXT' VA SIGN TYPE

[8'-2" Clearance 8'-2"] 8'-2" Clearance 8'-2" PS-09: CLEARANCE HEIGHT BANG BAR

[ In Case of Fire] Stair 'X'. Level '#' PS-03.01: SMALL WALL MTD

[DO NOT ENTER] θ DO NOT ENTER θ PS-09: CLEARANCE HEIGHT BANG BAR

[Elevators] Elevators <Braille> IN-04.02: SECONDARY RM

IDENTIFICATION

[Entrance] Entrance PS-08: DIMENSIONAL LETTERS

[Exit, Park] -2 → Exit Park → PS-01.04: CLNG HUNG

[Exit, Park]-1 ↑ Exit Park → PS-02.03: DOUBLE TEE MOUNTED

[Exit, Park]-2 → Exit Park → PS-01.04: CLNG HUNG

[Exit]-1 Exit PS-08: DIMENSIONAL LETTERS

[Exit]-2 ← Exit PS-01.04: CLNG HUNG

[Exit]-3 Exit → PS-02.03: DOUBLE TEE MOUNTED

[In Case of Fire] In Case of Fire, Use Stairs. Do Not Use Elevator

IN-01.04: ELEVATOR CALL BUTTON

[Level] '#' PAINTED WAYFINDING SIGN

[Park, Exit]-1 ← Park Exit → PS-01.04: CLNG HUNG

[Park, Exit]-2 ↑ Park Exit → PS-01.04: CLNG HUNG

[Park, Exit]-3 ← Park Exit ← PS-01.04: CLNG HUNG

[Park] ←↑ Park PS-01.04: CLNG HUNG

[Room] TO BE PROVIDED BY

VA

IN-04.01: PRIMARY RM IDENTIFICATION

[Stair 'X' , Lvl 'X'] Stair 'X'. Level '#' PS-03.01: SMALL WALL MTD

[Stair 'X', Lvl 'X'] Stair 'X'. Level '#' PS-03.01: SMALL WALL MTD

[Stairs] Stairs <Braille> IN-04.02: SECONDARY RM

IDENTIFICATIONREFER TO AP200 FOR ADDITIONAL INFORMATION.

Revisions: Date: Sheet 63 of 94

ISOMETRIC KEYPLAN- LEVEL 3

LEVEL 2

+11'-4"

LEVEL 1

0'-0"

LEVEL 3

+22'-8"

LEVEL 4

+34'-6"

LEVEL 5

+45'-10"

STRIPING, SIGNAGE, WATERPROOFING

GENERAL NOTES

SIGNAGE TO BE DESIGNED IN CONJUNCTION WITH THE VA DESIGN

GUIDE "PARKING LOTS AND PARKING STRUCTURES SIGNAGE" AND

"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES". SEE SIGNAGE

SCHEDULE THIS SHEET FOR ADDITIONAL INFORMATION.

GARAGE SIGNAGE SHALL BE COLOR CODED BY LEVEL. REFER TO

COLORS BELOW FOR SELECTIONS FROM DESIGN GUIDELINES.

CONFIRM WITH CONTRACTING OFFICER REPRESENTATIVE FOR

FINAL COLOR SELECTION.

LEVEL 1 = MP05585 "SHELL OIL" (YELLOW)

LEVEL 2 = MP13427 "ANOLE GREEN" (GREEN)

LEVEL 3 = MP02160 "SAILBOAT BLUE" (BLUE)

LEVEL 4 = MP01229 "ANTARTICA ORANGE" (ORANGE)

LEVEL 5 = MP10844 "GRAVITY TRACTOR" (RED)

PARKING SPACE STRIPING TO BE 4" WIDE YELLOW STRIPING.

CROSS HATCH STRIPING TO BE 4" WIDE YELLOW STRIPING AT 24"

O.C. TO BE PLACED AT LOCATIONS AS SHOWN ON THE PLANS.

DIRECTIONAL ARROWS TO BE PAINTED YELLOW AT LOCATIONS AS

SHOWN ON THE PLANS.

PAINTED GRAPHICS TO BE PLACED AT LOCATIONS AS SHOWN ON

THE PLANS.

ALL SIGNS LOCATED AT ENTRY/EXIT SHOULD BE CENTERED IN

LANES, TYPICAL.

PARKING SPACE STRIPING DIMENSIONS INDICATED ARE NOMINAL

DIMENSIONS. TOLERANCES ARE AS FOLLOWS:

A. PARKING SPACE LENGTH = INDICATED LIGHT +/- 2".

B. PARKING SPACE WIDTH = INDICATED WIDTH +/- 1".

C. BASE LINE LENGTH = INDICATED LENGTH +/- 1"

D. STRIPE WIDTH = 4" +/- 1/4"

E. TOTAL DIM'S = INDICATED LENGTH +/- 2" PER RUN.

PARKING SPACE DIMENSIONS INDICATED ARE FROM THE FACE OF

A WALL OR COLUMN, UNLESS OTHERWISE INDICATED.

INSTALL SIGNS PLUMB AND LEVEL.

ALL JOINTS BETWEEN STRUCTURAL MEMBERS SHALL BE

PROPERLY PREPARED AND FILLED WITH JOINT SEALANT UNLESS

OTHERWISE NOTED. ALL JOINT EDGES, INCLUDING TOP AND

BOTTOM OF HORIZONTAL SURFACES AND BOTH FACES OF

VERTICAL SURFACES, SHALL BE FORMED OR TOOLED AS

REQUIRED. JOINT SEALANT SHALL BE APPLIED ONLY TO TOP OF

HORIZONTAL SURFACES, AND SHALL BE APPLIED TO BOTH FACES

OF VERTICAL SURFACES UNLESS OTHERWISE NOTED.

JOINTS TO BE PREPARED AND SEALED INCLUDE, BUT ARE NOT

LIMITED TO: CONSTRUCTION JOINTS, CONTROL JOINTS,

ISOLATION JOINTS, AND ALL INTERFACES BETWEEN SIMILAR AND

DISSIMILAR MEMBERS. ADDITIONAL LOCATIONS TO THOSE SHOWN

ON THE DRAWINGS MAY BE REQUIRED.

REPAIR ALL CRACKS IN SUPPORTED CONCRETE FLOOR SLAB AND

CURBS BY ROUTING AND SEALING OR EPOXY INJECTION, SUBJECT

TO THE APPROVAL OF THE COR AND THE ENGINEER. REFER TO 2

AND 3/AP300.

INDICATES HEAVY DUTY TRAFFIC BEARING

MEMBRANE / DECK COATING ON LEVEL 2,

REFER TO 5/AP300. APPLY TO SUPPORTED SLAB SURFACES AS

INDICATE ON THE PLANS AND EXTEND 4" UP VERTICAL SURFACES

INCLUDING WALLS, PANELS, COLUMNS, CURBS, PIPES, ETC.

CONCRETE SEALER SHALL BE APPLIED TO ALL SLAB SURFACES

EXPOSED TO THE SKY. REFER TO SPECIFICATION SECTION 07 19

16.

FLOOD TEST:

CONTRACTOR SHALL ARRANGE FOR AND WET ALL SLABS WITH

WATER FOR THE PURPOSE OF DETECTING ANY DEFECTS IN THE

CONCRETE WHICH WOULD RESULT IN LEAKS AND/OR INADEQUATE

DRAINAGE. SLAB SURFACES SHALL BE WETTED UNTIL WATER

FLOWS FREELY TO DRAINS. NO FINISHED SPACES SHALL BE

INSULATED OR CEILING INSTALLED UNTIL DRAINAGE TEST HAS

BEEN COMPLETED ON THE SLAB ABOVE AND REVIEWED BY THE

ENGINEER.

-LOW SPOTS, PUDDLES, OR BIRD BATHS ARE DEFINED AS 4 SF OF

STANDING WATER WITH A VISIBLE SHEEN ISOLATED BY DRYING

CONCRETE AND AS ANY SMALLER LOW SPOTS THAT DO NO DRY

WITHIN 6 HRS. THESE SHALL BE ELIMINATED BY SMOOTHING OUT

BROOM LINES, GRINDING, A DRAINAGE PATH (MAX 1/4" DEPTH), OR

BY PATCHING WITH AN APPROVED POLYMER REPAIR MATERIAL.

-THE SLABS SHALL BE REVIEWED FOR CRACKS. CRACKS ARE

LOCATED WHEN WATER FROM THE FLOOD TEST IS OBSERVED ON

THE UNDERSIDE OF THE SLAB. CRACKS MAY ALSO BE OBSERVED

ON THE TOP SURFACE OF THE SLAB WHEN THE CONCRETE SLABS

ARE DRYING AND THE CRACKS ARE HIGHLIGHTED WITH

MOISTURE. THE CRACKS SHALL BE REPAIRED BY ROUTING AND

SEALING OR EPOXY INJECTION SUBJECT TO THE APPROVAL OF

THE ENGINEER.

-POTENTIAL LEAKS ARE LOCATED BY NOTING IF WATER FROM

FLOOD TEST IS OBSERVED AT UNDERSIDE OF SLABS OR RUNING

DOWN FACES OF WALLS. LEAKING ATTRIBUTED TO DEFECTIVE

TRAFFIC BEARING MEMBRANE, JOINT SEALANTS, OR EXPANSION

JOINT SEALANT SYSTEMS SHALL BE CORRECTED BY REPAIRING

THE WATERPROOFING SYSTEM IN ACCORDANCE WITH

MANUFACTURER REQUIREMENTS.

STRUCTURAL AND ARCHITECTURAL COMPONENTS ARE FOR

REFERENCE ONLY, REFER TO STRUCTURAL AND ARCHITECTURAL

DRAWINGS.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

AA

BB

CC

3.2%SLOPE

2%SLOPE

3.2%SLOPE

3'

3' - 0"3' - 0"

3' - 0"

ALIGNALIGN

ALIGN ALIGN

4' - 0" 4' - 0"

TYP.

DOWN TO LEVEL 2

27' - 0"

21 EQ. SPACES

189' - 0"

EQ EQ18' - 0"

2' - 4 5/8" 13' - 1 3/8"

21 EQ. SPACES

189' - 0" 13' - 10 5/8"

1' - 11 3/8"

EQ EQ

EQ EQ EQ EQEQ EQ EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

T Y

P

IC

A L

T Y

P

IC

A L

1'

T Y

P

IC

A L

E Q

E Q

E Q

E Q

T Y

P

IC

A L

19 EQ. SPACES

162' - 0"

E

Q . S

P A

C E

S

E

Q . S

P A

C E

S

1/ 2"

E

Q . S

P A

C E

S

27' - 0"

28 EQ. SPACES

252' - 0"

AP300

TYP

AP300

TYP

AP300

TYP

AP300

TYP

AP300

AP300

AP300

TYP

AP300

TYP

AP101

TYP

OR

[Elevators]

[Stairs]

[In Case of Fire]

[Stair 'X', Lvl 'X']

[Stair 'X', Lvl 'X']

[Stairs]

[Stair 'X', Lvl 'X']

[Level]

[Level]

[Level]

[Level]

TYPICAL

9' - 0"

T Y

P

IC

A L

9'

TYPICAL

18' - 0"

T Y

P

IC

A L

9'

TYPICAL

18' - 0"

TYPICAL

9' - 0"

TYPICAL

9' - 0"

T Y

P

IC

A L

TYPICAL

9' - 0"

5' - 10 1/4" 20' - 9 1/4"

7'

SEE STRUCTURAL

DRAWINGS FOR

CONTROL JOINT

LOCATIONS

SEE STRUCTURAL

DRAWINGS FOR

CONTROL JOINT

LOCATIONS

TYP.

AP300

TYP.

AP300

OR

AP300

TYP

7 EQ. SPACES

63' - 0"

UP TO LEVEL 4

2%SLOPE

E Q

E Q

[Park]

[Exit, Park] -2

[Park]

[Exit, Park] -2

[Park]

[Exit, Park] -2

[Exit, Park] -2

[Park]

3 EQ. SPACES

27' - 0"

PARKING SUMMARY

DESCRIPTION

LEVEL 3

LEVEL 2

LEVEL 1

GARAGE TOTAL:

TOTAL

(STANDARD)

AREA (SF)

38,018

38,018

38,605

172,068

PARKING EFFICIENCY = 349 SF/SPACE

STANDARD SPACE = 9'-0" X 18'-0" @ 90 DEGREES

LEVEL 4 110 38,018

LEVEL 5 52 19,409

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C U s e rs

\K n ie h a u s \D o c u m e n ts

\1 .1

V A

O m a h a k n ie h a u s g u id o n d e s ig n .c o m

.r v t

/8

/2

:1

:4

P M

AP103

LEVEL 3 STRIPING, SIGNAGE, AND

WATERPROOFING PLANNAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

TBD

05/10/2019 TS…