Attachment 05 AP AW 100_ 19-292.pdf

DN

STOP

STOP

DNUP

ELEV

EQUIP

MECH

ELEV

E3ELEV

E2

ELEV

E1

STAIR

S1

STAIR

S2

IT

ELEC

SECURITY

P1-A

P3-A

R1-A R2-A

R1-A

R2-D

V9 -B

V1 0-

B

V1 -B

V2 -B

V1 1-

B

V1 2-

B

E4 -E

E3 -E

V8-CV7-C

P4 -B

P6 -B

P5 -B

P7 -B

P7 -B

P6 -B

P6-C

E3 -E

P7-C

V2-C

R 3-

A

R3-A

R 3-

A B6 -A

B4 -A

B5 -A

V1 3-

B

V1 2-

B

V1 2-

B

V1 3-

B

V5 -B

V12-C V4-C

R1-D R1-A

R1-D

R2-A R2-A R1-A R1-A R1-A

R3-A

P2-A

P1-A

P1-A

P1-A

P1-A

P1-A

E2 -F

E1 -F

E1 -F

E4-E

E2-F

R 5-

A R

5- A

R5-A

R 5-

A R

5- A

R5-A

R 5-

A

R 6-

A

V1 2-

B V1

2- B

12'-8" 16'-6" 28'-8" 14'-10 1/2" 18'-9 1/2" 8'-6" 8'-6" 19'-0" 8'-6" 8'-6"

REFER TO

NOTE 6, TYP

6' -6

5'

-6

5' -6

5'

-6

5' -6

5'

-6

5' -6

5'

-6

5' -6

5'

-6

REFER TO

NOTE 6, TYP

AP401

AP401

DN DNUPUP

P8-C

1 2 3 4 5 6 7 8 9

D

E

C

G

B

A

1.6 8.8

F

3.2

B.6

4.5 5.5 6.5 7.55.2

18'-2 1/2"18'-0"(8) SPACES @ 9'-11" = 79'-4"5'-6"8'-10"5'-6"8'-10"5'-6"8'-10"5'-6"12'-1 1/2"5'-6"12'-1 1/2"8'-10"8'-10"5'-6"(6) SPACES @ 9'-11" = 59'-6"

9'-4"(7) SPACES @ 9'-11" = 69'-5"5'-6"8'-10"5'-6"8'-10"5'-6"8'-10"5'-6"12'-1 1/2"5'-6"12'-1 1/2"5'-6"8'-10"5'-6"(4) SPACES @ 9'-11" = 39'-8"

6'-0"(7) SPACES @ 9'-0" = 63'-0"

6'-0"(6) SPACES @ 9'-0" = 54'-0"

10'-0 1/2" (21) SPACES @ 9'-11" = 208'-3"

'-0

'-1 0"

(8 ) S

PA

CE

S

'-1

1"

9'

-4

'-0

'-6

/2

9'

-0

(3 ) S

PA

CE

S

'-1

1"

9'

-9

'-4

/2

'-0

'-0

'-0

'-0

(4

) S

PA

CE

S

'-1 1"

9' -8

6'-0"

REFER TO AP102 FOR CONTINUATION

(24) SPACES @ 9'-0" = 216'-0"

REFER TO AP102 FOR CONTINUATION

(24) SPACES @ 9'-0" = 216'-0"6'-0"

REFER TO NOTE 3, TYP. REFER TO NOTE 3, TYP.

REFER TO NOTE 3, TYP.

REFER TO NOTE 4, TYP.

9'-6"28'-6"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"10'-0"18'-0"18'-0"2'-4"33'-8"36'-0"15'-6"22'-6"1'-0"

6"

'-0

9' -3

8'

-9

/2

'-0

'-6

'-9

'-3

1' -0

V1 5-

B

REFER TO NOTE 3, TYP.

V7 -B

R5'

- 0

R5' - 0"

R24' - 0

R5'

- 0

R5' - 0"

R28' - 0

R10

0"

2'-7"

R10

0"

R10' - 0"

V1 4-

B

1'-0"

E2 E4

E2

S1.1

S2.1

304'-0"

9'-0"9'-0"9'-0"19'-3 1/2" (24) SPACES @ 9'-11" = 236'-7"

4'

-0

/2

1' -6

100 101

SPACE TABULATION

LEVEL STANDARD ADA ADA VAN TOTAL

LEVEL 2 148 0 0 148

LEVEL 1 128 8 4 140

TOTAL 276 8 4 288

SIGN MOUNTING LEGEND

DETAIL NO.

A WALL/COLUMN MOUNT

B DOUBLE TEE MOUNT

C SWING FRAME MOUNT

D BOLLARD MOUNT

E CLEARANCE BAR

F ALUMNINUM LETTERS

1/AP521

2/AP521

3 &4/AP521

5/AP521

6/AP521

7/AP521

SHEET NOTES:

NO SYMB NOTE

PARKING SPACE STRIPING TO BE 4" WIDE TRAFFIC YELLOW STRIPING - SINGLE

LINE CONFIGURATION. ALSO REFER TO SHEET AP501 FOR ADDITIONAL STRIPING

INFORMATION.

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

WITH BACK-ROLLED SLIP-RESISTANT ADDITIVE AS SHOWN IN PLANS, REFER TO

SHEET AP501 FOR ADDITIONAL INFORMATION.

DIRECTIONAL ARROWS TO BE PAINTED TRAFFIC YELLOW AS SHOWN ON PLANS,

REFER TO SHEET AP501 FOR ADDITIONAL INFORMATION.

PAVEMENT GRAPHICS TO BE PAINTED AS SHOWN ON PLANS, REFER TO SHEET

AP501 FOR ADDITIONAL INFORMATION.

REPRESENTS SIGN MARK AS DEFINED ON SIGN LEGEND. THE LETTER AFTER THE

DASH (-) REPRESENTS THE MOUNTING DETAIL, REFER TO SIGN MOUNTING

LEGEND. SIGN TO BE PLACED APPROXIMATELY AS SHOWN ON PLANS. REFER TO

DETAIL 8/AP521 FOR ADDITIONAL INFORMATION.

REPRESENTS A STEEL BOLLARD (CONCRETE FILLED), REFER TO STRUCTURAL

FOR ADDITIONAL INFORMATION.

ALL SIGNS LOCATED AT ENTRY/EXIT SHALL BE CENTERED IN LANES, TYPICAL.

UNDERSIDE OF ALL CONCRETE FLOOR SHALL RECIEVE WHITE CONCRETE STAIN.

AREA TO INCLUDE ALL BEAM & GIRDER SIDES & BOTTOM AS WELL AS COLUMN

SURFACE DOWN TO THE LOWEST BEAM OR GIRDER DEPTH. REFER TO SPEC

SECTION 09 91 00 FOR ADDITIONAL INFORMATION.

XXX-X

COLOR CHART

SIGN BACKGROUND

3 B41-SHEL OIL

B34-SAILBOAT BLUE

B31-GRAVELY TRACTOR

LEVEL COPY

BLACK

WHITE

WHITE

SYMBOL LEGEND

DET NO.

(DNE) DO NOT ENTER

(ADA) ACCESSIBLE PARKING

(ST) STOP

(NL) NO LEFT TURN

(NR) NO RIGHT TURN

3/AP502

4/AP502

2/AP502

5/AP502

6/AP502

SIGN LEGEND

ENTRY-EXIT SIGNS DET NO. NOTE

E1 Entrance E2 Exit

E3 8'-2" CLEARANCE 8'-2"

E4 (DNE) DO NOT ENTER (DNE)

VEHICULAR SIGNS DET NO. NOTE

V1 (NL)|Park ↑ V2 ← (ADA) | ← Park ↑

V4 ↑ Exit | (NR) V5 (NL) | Park ↑

V7 (ST) | Exit → V8 ← Park ↑ | (ST) V9 ← Park | Exit ↑ | (NR) V10 ↑ Exit V11 ← Exit | (NR)

V12 (DNE) DO NOT ENTER (DNE)

V13 ↑ One Way Traffic ↑ V14 ↓ Two Way Traffic ↑

PEDESTRIAN SIGNS DET NO. NOTE

P1 Level X P2

← Level Y │→ Level XP3 → Level Y │ ← Level X

P4 Stair P5 Stair-Elevators ↑ P6 Stair-Elevators → P7 ← Stair-Elevators P8 To VA Hospital | Stair-Elevators

REGULATORY SIGNS DET NO. NOTE

R1 (ADA)

R2 (ADA) Van Space R3 No Parking R4 EV Space R5 CAUTION: No Pedestrians in Drive Lanes R6 Live Load Sign R7 Level Egress Sign - This level… R8 Level Egress Sign - Down...

R9 Evacuation Plan R10 In Case of Fire… R11 Level (Braille) R12 Stair (Graphic-Braille) R13 Exit Stair (Graphic-Braille)

BUILDING SIGNS DET NO. NOTE

B1 Elevator (Braille) B2 Elev. Equip. (Braille) B3 Mechanical (Braille) B4 Electrical (Braille) B5 IT (Braille) B6 Security (Braille)

P9 To VA Hospital ↑

V15 (ADA) →

VA SIGN TYPEMNT HGT

MNT HGT

MNT HGT

MNT HGT

MNT HGT

8'-2" 8'-2"

8'-4" 8'-4"

8'-4" 8'-4"

8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"

5'-0" 5'-0" 5'-0" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"

6'-0" 6'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

7/AP521

7/AP521

9/AP503

10/AP503

7/AP502

8/AP502

10/AP502

11/AP502

13/AP502

14/AP502

15/AP502

16/AP502

17/AP502

18/AP502

19/AP502

20/AP502

21/AP502

22/AP502

1/AP503

2/AP503

3/AP503

4/AP503

5/AP503

6/AP503

7/AP503

8/AP503

11/AP503

12/AP503

13/AP503

14/AP503

15/AP503

16/AP503

17/AP503

18/AP503

19/AP503

1/AP504

2/AP504

3/AP504

4/AP504

5/AP504

5/AP504

5/AP504

5/AP504

5/AP504

5/AP504

PS-08

PS-01/PS-02 SIM

PS-03

PS-12.04

IN-04.02 SIM

PS-08

PS-09.01

PS-09.01

MNT. 2' ABOVE BOT. OF SPANDREL

VA SIGN TYPE

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

VA SIGN TYPE

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

VA SIGN TYPE

PS-12.04

PS-12.03 SIM

IN-10.05

IN-01.04

VA SIGN TYPE

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

MNT. 2' ABOVE BOT. OF SPANDREL

B7 Elevator. Lobby (Braille) 5'-0" 5/AP504 IN-04.02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

19-292

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AP101

LEVEL 1 PLAN - ARCHITECTURAL

PARKING

1 8JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

NORTH

3/32" = 1'-0"1

LEVEL 1 PLAN - ARCHITECTURAL PARKING

ISOMETRIC VIEW

EL VARIES

LEVEL 1

EL 1,259'-9"

LEVEL 2

EL 1,271'-1"

FUTURE

LEVEL 3

EL 1,282'-5"

FUTURE

LEVEL 4

EL 1,293'-9"

FUTURE

LEVEL 5

EL 1,305'-1"

FUTURE

LEVEL 6

EL 1,316'-5"

FUTURE

LEVEL 7

ISOMETRIC

NORTH

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

PROJECT MA

DNUP

ELEV

E3ELEV

E2

ELEV

E1

STAIR

S1

STAIR

S2

ELEVATOR

LOBBY

P1-A

P8-A

P1-A

P1-A

P1-A

P1-A

P1-A

AP401

AP401

1 2 3 4 5 6 7 8 9

D

E

C

G

B

A

1.6 8.8

F

3.2

B.6

4.5 5.5 6.5 7.55.2

6'-0"

FOR CONTINUATION

REFER TO AP101

6'-0"

FOR CONTINUATION

REFER TO AP101

10'-6"(21) SPACES @ 9'-0" = 208'-6 1/2"

(25) SPACES @ 9'-11" = 247'-11" 9'-0" 9'-0" 8'-0"

(1 1)

S

PA

CE

S

'-1 1"

'-1

9'

-0

9' -0

'-1 0"

(24) SPACES @ 9'-0" = 238'-4"5'-6"9'-0"9'-0"19'-3 1/2"

9' -0

9'

-0

(1 1)

S

PA

CE

S

'-1 1"

'-1

7'

-3

10'-6" (21) SPACES @ 9'-0" = 208'-6 1/2"

8' -1

/2

(5

) S

PA

CE

S

'-0

9'

-8

REFER TO NOTE 3, TYP.

REFER TO NOTE 3, TYP.

REFER TO NOTE 4, TYP.

REFER TO NOTE 3, TYP.

1'-0"9'-6"28'-6"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"10'-0"18'-0"18'-0"2'-4"33'-8"36'-0"15'-6"22'-6"1'-0"

6"

'-0

9' -3

8'

-9

/2

'-0

'-6

'-9

'-3

1' -0

R24' - 0"

R24' - 0"

R5'

- 0

R5' - 0"

S1.2

S2.2

304'-0"

4'

-0

/2

17'-0" 1'-0"

18'-0"

'-3

'-3

SYMBOL LEGEND

DET NO.

(DNE) DO NOT ENTER

(EV) ELECTRIC VEHICLE CHARGING

(ADA) ACCESSIBLE PARKING

(PE) PEDESTRIAN CROSSING

(ST) STOP

(NL) NO LEFT TURN

(NR) NO RIGHT TURN

(AR) GREEN LED ARROW

(X) RED LED 'X'

SIGN MOUNTING LEGEND

DETAIL NO.

A WALL/COLUMN MOUNT

B DOUBLE TEE MOUNT

C SWING FRAME MOUNT

D BOLLARD MOUNT

E CLEARANCE BAR

F ALUMNINUM LETTERS

1/AP521

2/AP521

3 &4/AP521

5/AP521

6/AP521

7/AP521

SHEET NOTES:

NO SYMB NOTE

PARKING SPACE STRIPING TO BE 4" WIDE TRAFFIC YELLOW STRIPING - SINGLE

LINE CONFIGURATION. ALSO REFER TO SHEET AP501 FOR ADDITIONAL STRIPING

INFORMATION.

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

WITH BACK-ROLLED SLIP-RESISTANT ADDITIVE AS SHOWN IN PLANS, REFER TO

SHEET AP501 FOR ADDITIONAL INFORMATION.

DIRECTIONAL ARROWS TO BE PAINTED TRAFFIC YELLOW AS SHOWN ON PLANS,

REFER TO SHEET AP501 FOR ADDITIONAL INFORMATION.

PAVEMENT GRAPHICS TO BE PAINTED AS SHOWN ON PLANS, REFER TO SHEET

AP501 FOR ADDITIONAL INFORMATION.

REPRESENTS SIGN MARK AS DEFINED ON SIGN LEGEND. THE LETTER AFTER THE

DASH (-) REPRESENTS THE MOUNTING DETAIL, REFER TO SIGN MOUNTING

LEGEND. SIGN TO BE PLACED APPROXIMATELY AS SHOWN ON PLANS. REFER TO

DETAIL 8/AP521 FOR ADDITIONAL INFORMATION.

REPRESENTS A STEEL BOLLARD (CONCRETE FILLED), REFER TO STRUCTURAL

FOR ADDITIONAL INFORMATION.

ALL SIGNS LOCATED AT ENTRY/EXIT SHALL BE CENTERED IN LANES, TYPICAL.

UNDERSIDE OF ALL CONCRETE FLOOR SHALL RECIEVE WHITE CONCRETE STAIN.

AREA TO INCLUDE ALL BEAM & GIRDER SIDES & BOTTOM AS WELL AS COLUMN

SURFACE DOWN TO THE LOWEST BEAM OR GIRDER DEPTH. REFER TO SPEC

SECTION 09 91 00 FOR ADDITIONAL INFORMATION.

XXX-X

SIGN LEGEND

ENTRY-EXIT SIGNS DET NO. NOTE

E1 Entrance E2 Exit

E3 8'-2" CLEARANCE 8'-2"

E4 (DNE) DO NOT ENTER (DNE)

VEHICULAR SIGNS DET NO. NOTE

V1 (NL)|Park ↑ V2 ← (ADA) | ← Park ↑

V4 ↑ Exit | (NR) V5 (NL) | Park ↑

V7 (ST) | Exit → V8 ← Park ↑ | (ST) V9 ← Park | Exit ↑ | (NR) V10 ↑ Exit V11 ← Exit | (NR)

V12 (DNE) DO NOT ENTER (DNE)

V13 ↑ One Way Traffic ↑ V14 ↓ Two Way Traffic ↑

PEDESTRIAN SIGNS DET NO. NOTE

P1 Level X P2

← Level Y │→ Level XP3 → Level Y │ ← Level X

P4 Stair P5 Stair-Elevators ↑ P6 Stair-Elevators → P7 ← Stair-Elevators P8 To VA Hospital | Stair-Elevators

REGULATORY SIGNS DET NO. NOTE

R1 (ADA)

R2 (ADA) Van Space R3 No Parking R4 EV Space R5 CAUTION: No Pedestrians in Drive Lanes R6 Live Load Sign R7 Level Egress Sign - This level… R8 Level Egress Sign - Down...

R9 Evacuation Plan R10 In Case of Fire… R11 Level (Braille) R12 Stair (Graphic-Braille) R13 Exit Stair (Graphic-Braille)

BUILDING SIGNS DET NO. NOTE

B1 Elevator (Braille) B2 Elev. Equip. (Braille) B3 Mechanical (Braille) B4 Electrical (Braille) B5 IT (Braille) B6 Security (Braille)

P9 To VA Hospital ↑

V15 (ADA) →

VA SIGN TYPEMNT HGT

MNT HGT

MNT HGT

MNT HGT

MNT HGT

8'-2" 8'-2"

8'-4" 8'-4"

8'-4" 8'-4"

8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"

5'-0" 5'-0" 5'-0" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"

6'-0" 6'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

7/AP521

7/AP521

9/AP503

10/AP503

7/AP502

8/AP502

10/AP502

11/AP502

13/AP502

14/AP502

15/AP502

16/AP502

17/AP502

18/AP502

19/AP502

20/AP502

21/AP502

22/AP502

1/AP503

2/AP503

3/AP503

4/AP503

5/AP503

6/AP503

7/AP503

8/AP503

11/AP503

12/AP503

13/AP503

14/AP503

15/AP503

16/AP503

17/AP503

18/AP503

19/AP503

1/AP504

2/AP504

3/AP504

4/AP504

5/AP504

5/AP504

5/AP504

5/AP504

5/AP504

5/AP504

PS-08

PS-01/PS-02 SIM

PS-03

PS-12.04

IN-04.02 SIM

PS-08

PS-09.01

PS-09.01

MNT. 2' ABOVE BOT. OF SPANDREL

VA SIGN TYPE

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

VA SIGN TYPE

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

VA SIGN TYPE

PS-12.04

PS-12.03 SIM

IN-10.05

IN-01.04

VA SIGN TYPE

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

MNT. 2' ABOVE BOT. OF SPANDREL

B7 Elevator. Lobby (Braille) 5'-0" 5/AP504 IN-04.02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AP102

LEVEL 2 PLAN - ARCHITECTURAL

PARKING

2 8JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

NORTH

3/32" = 1'-0"1

LEVEL 2 PLAN - ARCHITECTURAL PARKING

ISOMETRIC VIEW

EL VARIES

LEVEL 1

EL 1,259'-9"

LEVEL 2

EL 1,271'-1"

FUTURE

LEVEL 3

EL 1,282'-5"

FUTURE

LEVEL 4

EL 1,293'-9"

FUTURE

LEVEL 5

EL 1,305'-1"

FUTURE

LEVEL 6

EL 1,316'-5"

FUTURE

LEVEL 7

ISOMETRIC

NORTH

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

RAMP RAMPDN DNUPUP

ELEV

EQUIP

MECH

ELEV

E3ELEV

E2

ELEV

E1

STAIR

S1

B3-AB2-A

R12-A

P9 -A

P1-A

R10-A

B1-A

R 7-

A

P1-A

R10-A

B1-A

1 2 3 4

C

B

A

1.6 3.2

B.6

2'-4"33'-8"36'-0"15'-6"

S1.1 R9-A

100 101

R8-A

R

-A R

9- A

P4 -A

P4-A

G

8.8

F

9'-6"

'-3

S2.2

ELEV

E3ELEV

E2

ELEV

E1

STAIR

S1

ELEVATOR

LOBBY

R12-A R9-A P1-A

R10-A

B1-A

R 8-

A

P1-A

R10-A

B1-A

B7-A

2 3

C

B

A

1.6

B.6

36'-0"15'-6"

'-0

9'

-3

8' -9

/2

5'-8"5'-8"5'-8"5'-8"6'-8"

S1.2

R7-A

R

-A R

9- A

P4 -A

P4-A

G

8.8

F

'-3

9'-6"

S2.1

SHEET NOTES:

NO SYMB NOTE

PARKING SPACE STRIPING TO BE 4" WIDE TRAFFIC YELLOW STRIPING - SINGLE

LINE CONFIGURATION. ALSO REFER TO SHEET AP501 FOR ADDITIONAL STRIPING

INFORMATION.

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

WITH BACK-ROLLED SLIP-RESISTANT ADDITIVE AS SHOWN IN PLANS, REFER TO

SHEET AP501 FOR ADDITIONAL INFORMATION.

DIRECTIONAL ARROWS TO BE PAINTED TRAFFIC YELLOW AS SHOWN ON PLANS,

REFER TO SHEET AP501 FOR ADDITIONAL INFORMATION.

PAVEMENT GRAPHICS TO BE PAINTED AS SHOWN ON PLANS, REFER TO SHEET

AP501 FOR ADDITIONAL INFORMATION.

REPRESENTS SIGN MARK AS DEFINED ON SIGN LEGEND. THE LETTER AFTER THE

DASH (-) REPRESENTS THE MOUNTING DETAIL, REFER TO SIGN MOUNTING

LEGEND. SIGN TO BE PLACED APPROXIMATELY AS SHOWN ON PLANS. REFER TO

DETAIL 8/AP521 FOR ADDITIONAL INFORMATION.

REPRESENTS A STEEL BOLLARD (CONCRETE FILLED), REFER TO STRUCTURAL

FOR ADDITIONAL INFORMATION.

ALL SIGNS LOCATED AT ENTRY/EXIT SHALL BE CENTERED IN LANES, TYPICAL.

UNDERSIDE OF ALL CONCRETE FLOOR SHALL RECIEVE WHITE CONCRETE STAIN.

AREA TO INCLUDE ALL BEAM & GIRDER SIDES & BOTTOM AS WELL AS COLUMN

SURFACE DOWN TO THE LOWEST BEAM OR GIRDER DEPTH. REFER TO SPEC

SECTION 09 91 00 FOR ADDITIONAL INFORMATION.

XXX-X

SIGN MOUNTING LEGEND

DETAIL NO.

A WALL/COLUMN MOUNT

B DOUBLE TEE MOUNT

C SWING FRAME MOUNT

D BOLLARD MOUNT

E CLEARANCE BAR

F ALUMNINUM LETTERS

1/AP521

2/AP521

3 &4/AP521

5/AP521

6/AP521

7/AP521

SIGN LEGEND

ENTRY-EXIT SIGNS DET NO. NOTE

E1 Entrance E2 Exit

E3 8'-2" CLEARANCE 8'-2"

E4 (DNE) DO NOT ENTER (DNE)

VEHICULAR SIGNS DET NO. NOTE

V1 (NL)|Park ↑ V2 ← (ADA) | ← Park ↑

V4 ↑ Exit | (NR) V5 (NL) | Park ↑

V7 (ST) | Exit → V8 ← Park ↑ | (ST) V9 ← Park | Exit ↑ | (NR) V10 ↑ Exit V11 ← Exit | (NR)

V12 (DNE) DO NOT ENTER (DNE)

V13 ↑ One Way Traffic ↑ V14 ↓ Two Way Traffic ↑

PEDESTRIAN SIGNS DET NO. NOTE

P1 Level X P2

← Level Y │→ Level XP3 → Level Y │ ← Level X

P4 Stair P5 Stair-Elevators ↑ P6 Stair-Elevators → P7 ← Stair-Elevators P8 To VA Hospital | Stair-Elevators

REGULATORY SIGNS DET NO. NOTE

R1 (ADA)

R2 (ADA) Van Space R3 No Parking R4 EV Space R5 CAUTION: No Pedestrians in Drive Lanes R6 Live Load Sign R7 Level Egress Sign - This level… R8 Level Egress Sign - Down...

R9 Evacuation Plan R10 In Case of Fire… R11 Level (Braille) R12 Stair (Graphic-Braille) R13 Exit Stair (Graphic-Braille)

BUILDING SIGNS DET NO. NOTE

B1 Elevator (Braille) B2 Elev. Equip. (Braille) B3 Mechanical (Braille) B4 Electrical (Braille) B5 IT (Braille) B6 Security (Braille)

P9 To VA Hospital ↑

V15 (ADA) →

VA SIGN TYPEMNT HGT

MNT HGT

MNT HGT

MNT HGT

MNT HGT

8'-2" 8'-2"

8'-4" 8'-4"

8'-4" 8'-4"

8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"

5'-0" 5'-0" 5'-0" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"

6'-0" 6'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

7/AP521

7/AP521

9/AP503

10/AP503

7/AP502

8/AP502

10/AP502

11/AP502

13/AP502

14/AP502

15/AP502

16/AP502

17/AP502

18/AP502

19/AP502

20/AP502

21/AP502

22/AP502

1/AP503

2/AP503

3/AP503

4/AP503

5/AP503

6/AP503

7/AP503

8/AP503

11/AP503

12/AP503

13/AP503

14/AP503

15/AP503

16/AP503

17/AP503

18/AP503

19/AP503

1/AP504

2/AP504

3/AP504

4/AP504

5/AP504

5/AP504

5/AP504

5/AP504

5/AP504

5/AP504

PS-08

PS-01/PS-02 SIM

PS-03

PS-12.04

IN-04.02 SIM

PS-08

PS-09.01

PS-09.01

MNT. 2' ABOVE BOT. OF SPANDREL

VA SIGN TYPE

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

VA SIGN TYPE

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

VA SIGN TYPE

PS-12.04

PS-12.03 SIM

IN-10.05

IN-01.04

VA SIGN TYPE

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

IN-04.02 SIM

MNT. 2' ABOVE BOT. OF SPANDREL

B7 Elevator. Lobby (Braille) 5'-0" 5/AP504 IN-04.02 SIM

PS-01/PS-02 SIM

PS-01/PS-02 SIM

SYMBOL LEGEND

DET NO.

(DNE) DO NOT ENTER

(ADA) ACCESSIBLE PARKING

(ST) STOP

(NL) NO LEFT TURN

(NR) NO RIGHT TURN

3/AP502

4/AP502

2/AP502

5/AP502

6/AP502

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AP401

ENLARGED PLANS

3 8JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

3/16" = 1'-0"1

LEVEL 1 PLAN - WEST STAIR/ ELEVATOR

3/16" = 1'-0"4

LEVEL 2 PLAN - EAST STAIR

3/16" = 1'-0"2

LEVEL 2 PLAN - WEST STAIR/ ELEVATOR

3/16" = 1'-0"3

LEVEL 1 PLAN - EAST STAIR

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

9'-0" 1'

-0

'-0

4" WIDE

STRIPE, TYP

EDGE OF COLUMN

OR WALL/BARRIER,

WHICHEVER

CONTROLS

.0

0°

4" WIDE STRIPE,

TYP

EDGE OF COLUMN

OR WALL/BARRIER,

WHICHEVER

CONTROLS

'-0

1' -0

9'-0"

9'-11"

5'-0"

8'-0"

5'-0"

4" WIDE

STRIPE, TYP

REFER TO

DETAIL 6/AP501

4" WIDE

CROSS-HATCH

AT 2'-0" OC, TYP

EDGE OF COLUMN OR

WALL/BARRIER,

WHICHEVER

CONTROLS

5'-6" 8'-10" 5'-6"

'-0

1' -0

.0

0°

RE

FE

R

TO

P

LA

N

1'-0"

EDGE OF COLUMN OR

WALL/BARRIER,

WHICHEVER

CONTROLS

1' -0

TY

P

'-0

9'-0"

9' -0

REFER TO PLAN REFER TO PLAN

65.00°

5'-0"

5' -0

2"

3' -9

1/ 2"

3"

1'-2"

10 1/2" 3'-3"

4".

WHITE PAINT,

TYP

BLUE PAINT,

TYP 1'-4" 1'-0"

3'-8"

9' -4

5' -0

1'-0"

3' -8

3'

-6

7"

7' -9

5" 4'-3"

1'-6"

1'-0" 2'-0"

NOTE: PAINT TRAFFIC YELLOW

6' -0

SKIP YELLOW

STRIPE OR DRIVE

AISLE CENTER LINE.

4" WIDE YELLOW

STRIPE, 4'-0" LONG

DASH WITH 4'-0"

GAP.

EQ

EQ

TERMINATE SKIP

YELLOW STRIPE AT

FACE OF COLUMN

OR EDGE OF

STRIPE AT TURNS

6'-0" TYP

5'-0" RADIUS, TYP

5'-0"

11'-0"

5'-0"

4" WIDE

STRIPE, TYP

REFER TO

DETAIL 6/AP501

4" WIDE

CROSS-HATCH

AT 2'-0" OC, TYP

EDGE OF COLUMN OR

WALL/BARRIER,

WHICHEVER

CONTROLS

5'-6" 12'-1 1/2" 5'-6"

'-0

1' -0

.0

0°

SHEET NOTES:

NO NOTE

SINGLE LINE STRIPING IS TO BE PROVIDED - DETAILS AND PLANS SHOW

4" WIDE STRIPE. THESE CENTERLINES ARE THE CENTER OF THE

STRIPE.

2 ALL SPACES ARE DESIGNED TO BE 18'-0" UNLESS IT IS A COMPACT

SPACE, THEN SPACE DEPTH IS 15'-6".

3 ALL STRIPING RUNS ARE DIMENSIONED ON PLANS, FOR EACH RUN OF

SPACES ONLY ONE DIMENSION IS TIED TO THE PARKING STRUCTURE.

DIMENSIONS WHICH DEFINE THE STRIPING RUNS IN THE PLANS ARE

DIMENSIONS FROM VERTICAL ELEMENTS SUCH AS WALL OR COLUMN

FACES, COLUMN CENTERLINE ARE NOT USED.

5 STRIPING TOLERANCES:

• STALL LENGTH = 2"±

• STALL WIDTH = 1"±

• STRIPE WIDTH = 1/4"±

• OVERALL STRIPING RUN LENGTH = 2"±

6 ALL TRAFFIC MARKINGS ARE TRAFFIC YELLOW, UNLESS NOTED

OTHERWISE

7 FOR ADDITIONAL INFORMATION REFER TO THE SPECIFICATIONS

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AP501

STRIPING DETAILS - ARCHITECTURAL

PARKING

4 8JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

1/8" = 1'-0"1

90 DEG STANDARD SPACE

1/8" = 1'-0"2

65 DEG STANDARD SPACE

1/8" = 1'-0"3

65 DEG ACCESSIBLE SPACE

1/8" = 1'-0"5

65 DEG CORNER SPACE

1/2" = 1'-0"6

ACCESSIBLE SYMBOL

1/4" = 1'-0"7

STRAIGHT ARROW MARKING

1/4" = 1'-0"8

CURVED ARROW MARKING

1/4" = 1'-0"9

PEDESTRIAN CROSSWALK

1/8" = 1'-0"10

SKIP YELLOW DETAIL

1/8" = 1'-0"4

65 DEG ACCESSIBLE SPACE

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

WHITE

ARROW

GRAPHIC

6" 6"

REFER TO MUTCD R1-1

FOR COLORS & GRAPHICS

6"

6"

REFER TO MUTCD R5-1

FOR COLORS & GRAPHICS

4"

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Park

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO 5/AP502

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Park

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 3'-8" 8"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO 4/AP501

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Exit

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

10" 3'-4" 10"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Park

BORDER & COPY

COLOR

REFER TO 5/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO 1/AP502

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Exit

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 3'-8" 8"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO 2/AP502

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

SYMBOL COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

BORDER & COPY

COLOR

REFER TO 2/AP502

1' -0

3"

8" 3'-8" 8"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO 1/AP502

Park

REFER TO 1/AP502

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Park

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

Exit

BACKGROUND &

ARROW COLOR

REFER TO 6/AP501

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Exit

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Exit

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO 6/AP501

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

SYMBOL COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

DO NOT ENTER

BORDER & COPY

COLOR

REFER TO 3/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

One Way Traffic

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

Two Way Traffic

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

BORDER & COPY

COLOR

REFER TO 1/AP502

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

REFER TO 4/AP501

2'-0" 6" 1'-6"

2' -9

3"

L e v e l3' -0

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND

COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

5'-0"

BORDER &

COPY COLOR

ALUMNINUM SIGN

PANEL W/ APPLIED

VINYL GRAPHICS

6"

6"

6"

6" 6"

6"

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AP502

SIGN GRAPHICS - ARCHITECTURAL

PARKING

5 8JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

1 1/2" = 1'-0"1

SIGN COMPONENT DETAIL - ARROW

1 1/2" = 1'-0"2

SIGN COMPONENT DETAIL - STOP

1 1/2" = 1'-0"3

SIGN COMPONENT DETAIL - DO NOT ENTER

1" = 1'-0"7

SIGN DETAIL - V1

1" = 1'-0"8

SIGN DETAIL - V2

1" = 1'-0"10

SIGN DETAIL - V4

1" = 1'-0"11

SIGN DETAIL - V5

1" = 1'-0"13

SIGN DETAIL - V7

1" = 1'-0"14

SIGN DETAIL - V8

1" = 1'-0"15

SIGN DETAIL - V9

1" = 1'-0"16

SIGN DETAIL - V10

1" = 1'-0"17

SIGN DETAIL - V11

1" = 1'-0"18

SIGN DETAIL - V12

1" = 1'-0"19

SIGN DETAIL - V13

1" = 1'-0"20

SIGN DETAIL - V14

1" = 1'-0"21

SIGN DETAIL - V15

1" = 1'-0"22

SIGN DETAIL - P1

1 1/2" = 1'-0"4

SIGN COMPONENT DETAIL - ADA

1 1/2" = 1'-0"5

SIGN COMPONENT DETAIL - NO LEFT TURN

1 1/2" = 1'-0"6

SIGN COMPONENT DETAIL - NO RIGHT TURN

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

Level

Level

Y

X

Y Level

X Level

Parking Only

Van Accessible

Stair

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND

COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

BORDER & TEXT COLOR

1' -0

3"

8" 4'-8" 8"

6'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

Stair-Elevator

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

BORDER & TEXT COLOR

REFER TO 1/AP502

1' -0

3"

8" 3'-8" 8"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

Stair-Elevator

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

BORDER & TEXT COLOR

REFER TO 1/AP502

1' -0

3"

8" 3'-8" 8"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

Stair-Elevator

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

BORDER & TEXT COLOR REFER TO 1/AP502

1' -0

3"

8" 3'-8" 8"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

To VA Hospital Stair - Elevator

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

BORDER & TEXT COLOR

1' -7

3"

8" 3'-8" 8"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

To VA Hospital

REFER TO VA SIGNAGE DESIGN GUIDE

FOR ADDITIONAL INFORMATION

BACKGROUND &

ARROW COLOR

BACKGROUND/ARROW COLOR

COPY/BORDER COLOR

MOUNTING HEIGHT

WHITE

REFER TO COLOR CHART

8'-4"

BORDER & TEXT COLOR

REFER TO 1/AP502

1' -0

3"

8" 3'-8" 8"

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

Do Not Enter6"

10'-0"

REFER TO SIGN MARK E4 AND VA SIGNAGE DESIGN GUIDE FOR ADDITIONAL INFORMATION

REFER TO 3/AP502

8'-2" Clearance 8'-2"

10'-0"

6"

REFER TO SIGN MARK E3 AND VA SIGNAGE DESIGN GUIDE FOR ADDITIONAL INFORMATION

2' -0

10"

EQ EQ

TY

P

EQ

TY

P

2"

TY

P

1"

TY

P

1/

2"

TY

P

1/

2"

TY

P

4"

TY

P

EQ

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNT HEIGHT 5'-0"

REFER TO COLOR CHART

REFER TO COLOR CHART

10"

2' -0

EQ EQ

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNT HEIGHT 5'-0"

REFER TO COLOR CHART

REFER TO COLOR CHART

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNT HEIGHT 6'-0" TO TOP

5'-0"WHITE

HANDICAP BLUE

1' -6

1'-0"

1"

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNT HEIGHT

HANDICAP BLUE

6'-0" TO TOP

WHITE

1' -6

1'-0"

1"

1'-6"

1' -6

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

WHITE

BLACK/RED

5'-0"

MUTCD R8-3a

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

RESERVED

Electric

1/

4"

1/ 4"

5/ 8"

1/

4" 5/ 8"

1/

4" 3"

1/ 4"

1/

2"

1/ 2"

1/

2"

COPY &

GRAPHIC

COLOR, TYP

BACKGROUND

COLOR

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

REFER TO COLOR CHART

WHITE

5'-0"

1' -6

1'-0"

Vehicles Only

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

No Pedestrians in Drive Lanes

1/

4"

1/ 2"

1/

2"

1/

2"

1/ 4"

3"

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

YELLOW

WHITE

2'-0"

3'-3"

1' -6

1 3/8" 1 1/2"

BACKGROUND COLOR

COPY &

GRAPHIC COLOR

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

PARKING

SLAB ON GRADE 100 PSF

STRUCTURE

LIVE LOADS

PROHIBITED

VEHICLES

SUPPORTED FLOORS 40 PSF

STAIRS AND LOBBIES 100 PSF

BUSES, TRUCKS AND SIMILAR

VEHICLES

1' -6

1'-0"

EQ

1/ 2"

1/ 2"

1/ 2"1/

2"

5/ 8"

5/ 8"1"

1/ 2"

1/ 2"

1/ 2"

5/ 8"

EQ

1 1/4" COPY,

TYP

1/2" COPY,

TYP

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

RED

WHITE

5'-0"

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

LEVEL 1 TO X

1' -8

1'-6"

1" 1"

1" 1"

5/ 8"

1/ 4"5/ 8"1"

1" 1"

1/

2" 5"

1/

2"

1/ 2"

1"

ROOF ACCESS

DOWN TO LEVEL 1

FOR EXIT DISCHARGE

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

REFER TO COLOR CHART

REFER TO COLOR CHART

5'-0"

1 1/2" COPY

1" COPY,

TYP

LEVEL

5" COPY

LEVEL NUMBER -

1 OR 2

@ NW TOWER -

LEVEL 1 TO 2

@ SE TOWER -

LEVEL 1 TO 2

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

LEVEL 1 TO X

1' -8

1'-6"

1 1/2" COPY

1" COPY,

TYP

1" 1"

1" 1"

5/ 8"

1/ 4"5/ 8"1"

1" 1"

1/

2" 5"

1/

2"

1/ 2"

1"

ROOF ACCESS

EXIT DISCHARGE

THIS LEVEL

LEVEL

5" COPY

LEVEL NUMBER -

1 OR 2

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

REFER TO COLOR CHART

REFER TO COLOR CHART

5'-0"

@ NW TOWER -

LEVEL 1 TO 2

@ SE TOWER -

LEVEL 1 TO 2

ALUMNINUM SIGN PANEL W/ APPLIED VINYL GRAPHICS

1' -0

1'-0"

YOU ARE HERE

GARAGE GRAPHIC W/ 'YOU ARE HERE'

GRAPHIC TO BE PROVIDED DURING

SHOP DRAWING PHASE

3/ 4"

3/

4"

1/ 2"

3/ 4"

1/

4"

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

WHITE

BLACK

5'-0"

EXTERIOR GRADE PHOTOPOLYMER SIGN

W/ 8.5" X 11" AREA TO INSERT MAP

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AP503

SIGN GRAPHICS - ARCHITECTURAL

6 8JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

1" = 1'-0"3

SIGN DETAIL - P4

1" = 1'-0"4

SIGN DETAIL - P5

1" = 1'-0"5

SIGN DETAIL - P6

1" = 1'-0"6

SIGN DETAIL - P7

1" = 1'-0"7

SIGN DETAIL - P8

1" = 1'-0"8

SIGN DETAIL - P9

1" = 1'-0"10

SIGN DETAIL - E4

1" = 1'-0"9

SIGN DETAIL - E3

3" = 1'-0"1

SIGN DETAIL - P2

3" = 1'-0"2

SIGN DETAIL - P3

3" = 1'-0"11

SIGN DETAIL - R1

3" = 1'-0"12

SIGN DETAIL - R2

3" = 1'-0"13

SIGN DETAIL - R3

3" = 1'-0"14

SIGN DETAIL - R4

1 1/2" = 1'-0"15

SIGN DETAIL - R5

3" = 1'-0"16

SIGN DETAIL - R6

3" = 1'-0"18

SIGN DETAIL - R8

3" = 1'-0"17

SIGN DETAIL - R7

3" = 1'-0"19

SIGN DETAIL - R9

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

IN CASE OF FIRE,

USE STAIRS. DO NOT

USE ELEVATORS.

6"

9"

3/4" 2" 1 1/8" 2" 3 1/8" 3/

4" 2"

1/ 2"

1/ 2"

1/ 4"

1/ 2"

1/ 4"

1/ 2"

3/ 4"

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

RED

WHITE

5'-0"

EXTERIOR GRADE PHOTOPOLYMER SIGN

6"

4"

5/

8"

G

RA

DE

II

B R

AI

LL

E

3/ 8" 2"

5/

8"

X

2" COPY

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

REFER TO COLOR CHART

REFER TO COLOR CHART

5'-0"

BRAILLE

COPY

EXTERIOR GRADE PHOTOPOLYMER

SIGN W/ GRADE 2 BRAILLE

STAIRS

3/

4" 4"

EQ

9"

6"

G

RA

DE

II

B R

AI

LL

E

EQ

3/ 8"

5/8" COPY,

TYP

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

BLUE

WHITE

5'-0"

BRAILLE

COPY

EXTERIOR GRADE PHOTOPOLYMER

SIGN W/ GRADE 2 BRAILLE

EXIT

STAIRS

7/ 8"

4"

EQ

9"

6"

G

RA

DE

II

B R

AI

LL

E

EQ

3/ 8"

1/

4"5/8" COPY,

TYP

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

BLUE

WHITE

5'-0"

BRAILLE

COPY

EXTERIOR GRADE PHOTOPOLYMER

SIGN W/ GRADE 2 BRAILLE

ELEVATOR

1" 1"

1"

ARIAL TEXT WITH MATTE FINISH BRAILLE COPY

3"

1'-0"

BACKGROUND COLOR

COPY/SYMBOL COLOR

MOUNTING HEIGHT

WHITE

BLACK

5'-0"

EXTERIOR GRADE PHOTOPOLYMER

SIGN W/ GRADE 2 BRAILLE

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs#

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AP504

SIGN GRAPHICS - ARCHITECTURAL

7 8JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

3" = 1'-0"1

SIGN DETAIL - R10

3" = 1'-0"2

SIGN DETAIL - R11

3" = 1'-0"3

SIGN DETAIL - R12

3" = 1'-0"4

SIGN DETAIL - R13

6" = 1'-0"5

SIGN DETAIL - B1 (B2 - B7, SIM)

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

"SPANJER" CAST

ALUMINUM LETTERS

M O

U N

TI

N

G H

TFACE OF

CONC WALL

STUD AND SPACERS

3/8" ⌀ HOLE ANCHOR

STUD W/ GROUT

MAX

1 1/4" 1/2"

R

EF

ER

T

O S

IG

N

D

ET

AI

LS

1"

NOTE:

PIPE TO BE SHIMMED

TO VERTICAL

1' -0

1"

"D

GALV STEEL CAP

TOP OF SLAB

ON GRADE

BOLLARD, REFER

TO STRUCTURAL DRAWINGS

2 1/2" OD SCHEDULE

40 GALV STEEL POST

ALUM BRACKET W/

BOND BREAKER &

VANDAL PROOF NUTS

& BOLTS ("ALCOA"

#Z238 BRACKET)

SIGN FACE

M O

U N

TI

N

G H

T R

EF

ER

T O

S

IG

N D

ET

AI

LS

3"

SS EXP ANCHOR W/ SS

NUT & 1" ⌀ SS WASHER

(1" MAX EMBED)

1/4" ⌀ STEEL CABLE VINYL

COVERED W/ CABLE CLAMPS3/8" GALV EYEBOLT

L 3 X 3 X 1/4 X 0'-6" LONG

W/ 7/16" ⌀ HOLE GALV

W/ 1/8" HEOPRENE PAD

3/8" ⌀ X 3" LONG X 1" ID

EYEBOLT (GALV) W/

DOUBLE LOCK NUTS &

FLAT WASHERS (GALV)

INTERIOR FACE OF CONCRETE

BEAM OR PCC PANEL

1/

2"

FOR MESSAGE, REFER TO

SIGN SCHEDULE

DIRECTION OF

PROVIDE (2) 1/2" ⌀ HOLES

IN BOTTOM OF PVC PIPE

(12" FROM EACH END FOR

VENTILATION)

8" ⌀ X 1/2" WALL PVC PIPE

W/ FLUSH END CAPS

TOGGLE ANCHOR

NOTE:

HANGER ASSEMBLY SPACING

2'-6" OC MAX (4) MIN PER SIGN

TRAVEL

M O

U N

TI

N

G H

T

R

EF

ER

T

O S

IG

D

ET

AI

LS

AP521

6" MAX

1/ 4"

1" 1/

4" 1"

VA

RI

ES

CL OF ALUM

POP-RIVETS

1/8" NEOPRENE PAD

BETWEEN L3 & CEILING

(2)-3/8" ⌀ SS EXP

ANCHORS 1" MAX

EMBED

1/8

TYP

SIGN FACE

HSS 2 X 2 X 1/8"

(ALUM) FRAME

3/8" ⌀ SS PIVOT BOLT

& NUT (FINGER TIGHTEN

NUT BY HAND)

L3 X 3 X 1/4" X 0'-4"

(ALUM) W/ 1" ⌀

SLOTTED HOLE

AS REQUIRED - 4'-0" MAX

VERTICAL SUPPORTS

M O

U N

TI

N

G H

T

R

EF

ER

T

O S

IG

N

D

ET

AI

LS

6" MAX

"D

3/ 4"

3/ 4"

1/ 2"

1/ 2"

1/ 2"

1/ 2"

1" 1"

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

(ALUM) W/ 1" ⌀

SLOTTED HOLE

ALUM POP-RIVETS

@ 24" MAX

SIGN FACE LOCATION OF SIGN WHEN (2) SIGNS

ARE MOUNTED BACK TO BACK

GRIND

SMOOTH

HSS 1 X 1 X 1/8 ALUM FRAME

3/8" ⌀ SS PIVOT BOLT & NUT

(FINGER TIGHTEN NUT BY HAND)

1/8" NEOPRENE PAD BETWEEN

L3 AND CEILING

(2)-3/8" ⌀ SS EXP ANCHORS

1" MAX EMBED

1/8

AP521

M O

U N

TI

N

G H

T

R

EF

ER

T

O S

IG

N

D

ET

AI

LS

1"1"1"1"PCC TEE

1/8" X 1 X 2" NEOPRENE PAD

PADS BETWEEN TUBE & TEE

HSS 1 X 1 X 1/8 (ALUM)

TOP & BOTTOM OF SIGN

ALUM POP-RIVETS @

24" OC MAX

(MIN 4 PER SIGN)

SIGN FACE

HSS 1 X 1 X 1/8 (ALUM)

TUBE HANGER (2 REQD)

(4)-3/8" ⌀ SS EXP

ANCHORS 1" MAX

EMBED

1/8

TYP.

"D

1/2" 1/4"

1/2" 1/4"

M O

U N

TI

N

G H

T

R

EF

ER

T

O S

IG

N

D

ET

AI

LS

"D

FACE OF COLUMN OR

WALL

EXPANSION ANCHORS @ 24" OC

MAX, 1" MAX EMBED. MIN (4) PER

SIGN (SHEET METAL SCREWS

WHERE MOUNTING TO DOOR)

(MOLLY ANCHOR WHERE

MOUNTING TO DRYWALL)

SIGN FACE

TOP OF WALL OR UP

TURNED BEAM

NOTE - SIGNS WHICH CONFLICT

WITH ELECTRICAL CONDUIT(S)

SHOULD REFER TO DETAIL 3/AP512-N

FOR ALTERNATE MOUNTING DETAIL.

M O

U N

TI

N

G H

T

R

EF

ER

T

O S

IG

N

D

ET

AI

LS

2" 3/

4" 3/

4" 1"

CENTER OF DRIVE AISLE

PXX

VXX

VXXVXX

LENGTH OF SPACE EQ EQ LENGTH OF SPACE

EQ EQ EQ

PEDESTRIAN

SIGN

VEHICULAR SIGN

EQ EQ

TO FINISH FLOOR

ELEVATION

ELEVATOR

CALL BUTTONS

B1 SIGN

R10 SIGN

ELEVATOR

P1 SIGN

3' -0

1'

-0

3' -6

IN CASE OF FIRE,

USE STAIRS. DO NOT

USE ELEVATORS.

L e v e l

7' -6

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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AP521

SIGN MOUNTING DETAILS -

ARCHITECTURAL PARKING

8 8JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

3" = 1'-0"7

SIGN MOUNTING DETAIL - F

1" = 1'-0"5

SIGN MOUNTING DETAIL - D

1 1/2" = 1'-0"6

SIGN MOUNTING DETAIL - E

1 1/2" = 1'-0"3

SIGN MOUNTING DETAIL - C

1 1/2" = 1'-0"4

SIGN MOUNTING DETAIL - C

1 1/2" = 1'-0"2

SIGN MOUNTING DETAIL - B

3" = 1'-0"1

SIGN MOUNTING DETAIL - A

12" = 1'-0"9

SIGN LOCATION DETAIL

1" = 1'-0"8

SIGN MOUNTING DETAIL

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

FD

FD

FD

FD

FD

FD

FD

FD

ELEV

E3ELEV

E2

ELEV

E1

STAIR

S1

STAIR

S2

ELEV

EQUIP

MECH

IT

ELEC

SECURITY

AW541

TYP

AW541

TYP

AW541

TYP

AW541

TYP

AW541

AW541

TYP

OR

AW541

AW541

TYP

OR

AW541

TYP

AW541

TYP

AW541 TYP

AW541

TYP

1 2 3 4 5 6 7 8 9

D

E

C

G

B

A

1.6 8.8

F

3.2

B.6

4.5 5.5 6.5 7.55.2

1'-0"9'-6"28'-6"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"10'-0"18'-0"18'-0"2'-4"33'-8"36'-0"15'-6"22'-6"1'-0"

'-0

9'

-3

8' -9

/2

'-0

'-6

'-9

'-3

6"

304'-0"

FD

FD

FD

FD

4'

-0

/2

3' -0

3'

-0

3' -0

3'

-0

3' -0

3'

-0

3' -0

3'

-0

DN DNUPUP

S1.1

S1.1 ??

SHEET NOTES:

NO SYMB NOTE

1 REPRESENTS PLAN MATCH LINE.

2 ALL JOINTS BETWEEN STRUCTURAL (AND ARCHITECTURAL) MEMBERS SHALL BE

PROPERLY PREPARED AND FILLED WITH JOINT SEALANT UNLESS NOTED

OTHERWISE. ALL JOINT EDGES, INCLUDING TOP AND BOTTOM OF HORIZONTAL

SURFACES AND BOTH FACES OF VERTICAL SURFACES, SHALL BE FORMED OR

TOOLED AS REQUIRED BY THE STRUCTURAL DRAWINGS. JOINT SEALANT SHALL

BE APPLIED ONLY TO TOP OF HORIZONTAL SURFACES AND BOTH FACES OF

VERTICAL SURFACES UNLESS NOTED OTHERWISE ON THE DRAWINGS.

3 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. SPECIFIC

LOCATIONS ARE SHOWN ON THE DRAWINGS, BUT ADDITIONAL LOCATIONS MAY

BE REQUIRED BY THE SHOP DRAWINGS OR MAY OCCUR DUE TO THE

CONSTRUCTION SEQUENCE SELECTED BY CONTRACTOR. REFER TO AW541 FOR

WATERPROOFING DETAILS.

4 INDICATES FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

5 REPAIR ALL CRACK IN SUPPORTED CONCRETE FLOOR SLAB AND CURBS BY

ROUTING AND SEALING, OR EPOXY INJECTION, SUBJECT TO ENGINEER. REFER

TO X & X/AW501 FOR PROFILE OF ROUTED CRACK.

6 INDICATES HEAVY DUTY TRAFFIC BEARING MEMBRANE (DECK COATING), REFER

TO DETAILS ON SHEET 2 & 3/AW541 AND SPECIFICATION SECTION 07 18 00. APPLY

TO SUPPORTED SLAB SURFACES AS INDICATED ON THE PLANS AND EXTEND 4" UP

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

7 CONCRETE SEALER SHALL BE APPLIED TO ALL SLAB SURFACED AND EXTENDED

UP VERTICAL SURFACES 24 INCHES. REFER TO SPECIFICATION SECTION 07 19 00.

8 FLOOD TEST: THE 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 FOR ACCEPTANCE.

A. LOW SPOTS, PUDDLES, OR BIRD BATHS ARE DEFINED AS 4 SQ.FT. OF STANDING

WATER WITH A VISIBLE SHEEN ISOLATED BY DRYING CONCRETE AND AS ANY

SMALLER LOW SPOTS THAT DO NOT DRY WITHIN 6 HOURS. THE LOW SPOTS,

PUDDLES, OR BIRD BATHS SHALL BE ELIMINATED BY SMOOTHING OUT BROOM

LINES, GRINDING, A DRAINAGE PATH (MAXIMUM 1/4" DEPTH), OR BY PATCHING

WITH AN APPROVED POLYMER REPAIR MATERIAL.

B. 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

C. POTENTIAL LEAKS ARE LOCATED BY NOTING IF WATER FROM FLOOD TEST IS

OBSERVED AT UNDERSIDE OF SLABS OR RUNNING DOWN FACES OF WALLS.

LEAKING ATTRIBUTED TO DETECTIVE TRAFFIC BEARING MEMBRANE, JOINT

SEALANTS, OR EXPANSION JOINT SEALANT SYSTEMS SHALL BE CORRECTED BY

REPAIRING THE WATERPROOFING SYSTEM IN ACCORDANCE WITH

MANUFACTURER REQUIREMENTS.

9 STRUCTURAL AND ARCHITECTURAL COMPONENTS SHOWN ARE FOR

REFERENCE ONLY, REFER TO STRUCTURAL AND ARCHITECTURAL DISCIPLINE

DRAWINGS.

FD

10 REPRESENTS A STEEL BOLLARD (CONCRETE FILLED), REFER TO STRUCTURAL

FOR ADDITIONAL INFROMATION.

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

19-292

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AW101

LEVEL 1 PLAN - ARCHITECTURAL

WATERPROOFING

1 3JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

NORTH

3/32" = 1'-0"1

LEVEL 1 PLAN - ARCHITECTURAL WATERPROOFING

ISOMETRIC VIEW

EL VARIES

LEVEL 1

EL 1,259'-9"

LEVEL 2

EL 1,271'-1"

FUTURE

LEVEL 3

EL 1,282'-5"

FUTURE

LEVEL 4

EL 1,293'-9"

FUTURE

LEVEL 5

EL 1,305'-1"

FUTURE

LEVEL 6

EL 1,316'-5"

FUTURE

LEVEL 7

ISOMETRIC

NORTH

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

EXPANSION

JOINT

FD FD FDFD

FD

FD FD FDFD

FD

FD

FD

ELEV

E3ELEV

E2

ELEV

E1

STAIR

S1

STAIR

S2

ELEVATOR

LOBBY

FD

FD

AW541

TYP

AW541

TYP

AW541

TYP

AW541

TYP

AW541

TYP

AW541 TYP

AW541

TYP

AW541 TYP

DECK COATING,

REFER TO NOTE 6

AW541 TYP

AW541

AW541

TYP

AW541

TYP

1 2 3 4 5 6 7 8 9

D

E

C

G

B

A

1.6 8.8

F

3.2

B.6

4.5 5.5 6.5 7.55.2

1'-0"9'-6"28'-6"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"10'-0"18'-0"18'-0"2'-4"33'-8"36'-0"15'-6"22'-6"1'-0"

'-0

9'

-3

8' -9

/2

'-0

'-6

'-9

'-3

6"

12'-8" 4'-2"

4'

-0

/2

304'-0"

3' -0

3'

-0

3' -0

3'

-0

6' -0

6'

-0

6' -0

6'

-0

3' -0

3'

-0

3' -0

3'

-0

6' -0

6'

-0

6' -0

6'

-0

S1.2

S2.2

SHEET NOTES:

NO SYMB NOTE

1 REPRESENTS PLAN MATCH LINE.

2 ALL JOINTS BETWEEN STRUCTURAL (AND ARCHITECTURAL) MEMBERS SHALL BE

PROPERLY PREPARED AND FILLED WITH JOINT SEALANT UNLESS NOTED

OTHERWISE. ALL JOINT EDGES, INCLUDING TOP AND BOTTOM OF HORIZONTAL

SURFACES AND BOTH FACES OF VERTICAL SURFACES, SHALL BE FORMED OR

TOOLED AS REQUIRED BY THE STRUCTURAL DRAWINGS. JOINT SEALANT SHALL

BE APPLIED ONLY TO TOP OF HORIZONTAL SURFACES AND BOTH FACES OF

VERTICAL SURFACES UNLESS NOTED OTHERWISE ON THE DRAWINGS.

3 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. SPECIFIC

LOCATIONS ARE SHOWN ON THE DRAWINGS, BUT ADDITIONAL LOCATIONS MAY

BE REQUIRED BY THE SHOP DRAWINGS OR MAY OCCUR DUE TO THE

CONSTRUCTION SEQUENCE SELECTED BY CONTRACTOR. REFER TO AW541 FOR

WATERPROOFING DETAILS.

4 INDICATES FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

5 REPAIR ALL CRACK IN SUPPORTED CONCRETE FLOOR SLAB AND CURBS BY

ROUTING AND SEALING, OR EPOXY INJECTION, SUBJECT TO ENGINEER. REFER

TO X & X/AW501 FOR PROFILE OF ROUTED CRACK.

6 INDICATES HEAVY DUTY TRAFFIC BEARING MEMBRANE (DECK COATING), REFER

TO DETAILS ON SHEET 2 & 3/AW541 AND SPECIFICATION SECTION 07 18 00. APPLY

TO SUPPORTED SLAB SURFACES AS INDICATED ON THE PLANS AND EXTEND 4" UP

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

7 CONCRETE SEALER SHALL BE APPLIED TO ALL SLAB SURFACED AND EXTENDED

UP VERTICAL SURFACES 24 INCHES. REFER TO SPECIFICATION SECTION 07 19 00.

8 FLOOD TEST: THE 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 FOR ACCEPTANCE.

A. LOW SPOTS, PUDDLES, OR BIRD BATHS ARE DEFINED AS 4 SQ.FT. OF STANDING

WATER WITH A VISIBLE SHEEN ISOLATED BY DRYING CONCRETE AND AS ANY

SMALLER LOW SPOTS THAT DO NOT DRY WITHIN 6 HOURS. THE LOW SPOTS,

PUDDLES, OR BIRD BATHS SHALL BE ELIMINATED BY SMOOTHING OUT BROOM

LINES, GRINDING, A DRAINAGE PATH (MAXIMUM 1/4" DEPTH), OR BY PATCHING

WITH AN APPROVED POLYMER REPAIR MATERIAL.

B. 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

C. POTENTIAL LEAKS ARE LOCATED BY NOTING IF WATER FROM FLOOD TEST IS

OBSERVED AT UNDERSIDE OF SLABS OR RUNNING DOWN FACES OF WALLS.

LEAKING ATTRIBUTED TO DETECTIVE TRAFFIC BEARING MEMBRANE, JOINT

SEALANTS, OR EXPANSION JOINT SEALANT SYSTEMS SHALL BE CORRECTED BY

REPAIRING THE WATERPROOFING SYSTEM IN ACCORDANCE WITH

MANUFACTURER REQUIREMENTS.

9 STRUCTURAL AND ARCHITECTURAL COMPONENTS SHOWN ARE FOR

REFERENCE ONLY, REFER TO STRUCTURAL AND ARCHITECTURAL DISCIPLINE

DRAWINGS.

FD

10 REPRESENTS A STEEL BOLLARD (CONCRETE FILLED), REFER TO STRUCTURAL

FOR ADDITIONAL INFROMATION.

Engineers Architects

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: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

19-292

7/ 5/

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AW102

LEVEL 2 PLAN - ARCHITECTURAL

WATERPROOFING

2 3JDP

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-414

N/A

RTS

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

NORTH

3/32" = 1'-0"1

LEVEL 2 PLAN - ARCHITECTURAL WATERPROOFING

ISOMETRIC VIEW

EL VARIES

LEVEL 1

EL 1,259'-9"

LEVEL 2

EL 1,271'-1"

FUTURE

LEVEL 3

EL 1,282'-5"

FUTURE

LEVEL 4

EL 1,293'-9"

FUTURE

LEVEL 5

EL 1,305'-1"

FUTURE

LEVEL 6

EL 1,316'-5"

FUTURE

LEVEL 7

ISOMETRIC

NORTH

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

1/2"

1/ 2"

1/

/8

SEALANT

GRIND EDGE

SAW CUT

AT CENTER

OF CRACK

OR

CONTROL

JOINT

BOND

BREAKER

CRACK OR

CONTROL JOINT

1/ 2"

SEALANT

GRIND EDGE

SAW CUT

AT CENTER

OF CRACK

OR

CONTROL

JOINT

BOND

BREAKER

CRACK OR

CONTROL JOINT

DECK COATING

WHERE REQD

1/2"

1"

1/ 2"

TOOLED

JOINT

GRIND

EDGE

SEALANT

BACKER ROD

1/2"

1"

TOOLED

JOINT

SEALANT

BACKER ROD

GRIND EDGE

DECK COATING

1/2"

1/ 2"

3/4"

3/ 4"

MIN THROAT

1/2

BOND BREAKER

SEALANT

1/4" 1/4"

1/2"

1/ 2"

1/

/8

SEALANT

GRIND EDGE

BOND BREAKER

FLOOR DRAIN

TOOL OR SAWCUT

AROUND DRAIN

PERIMETER

1/ 2"

SEALANT

GRIND EDGE

BOND BREAKER

FLOOR DRAIN

TOOL OR SAWCUT

AROUND DRAIN

PERIMETER

1/2"

DECK COATING

WHERE REQD

3/4"

3/ 4"

MIN THROAT

1/2

BOND BREAKER

SEALANT

1/4" 1/4"

DECK

COATING

WHERE REQD

NOM

1/2"

1/ 2"

SEALANT

TOOL OR

GRIND

EDGE

COMPRESSIBLE

JOINT FILLER

OR BACKER

ROD

NOM

1/2"

1/ 2"

SEALANT

TOOL OR

GRIND EDGE

COMPRESSIBLE

JOINT FILLER

OR BACKER

ROD

1/ 2"

1/2".

1/8" t/4

SEALANT

BACKER ROD

SAW CUT JT ON 1ST

PASS WITHOUT

RAVELING EDGES

OF CONCRETE

ROUT JT EDGE

ON 2ND PASS

NOTES:

1. PERFORM 1ST PASS SAW CUT AS SOON AS CONCRETE IS

CAPABLE OF CARRYING THE LOAD OF EQUIPMENT, AND

WITHIN 6 HOURS OF INITIAL PLACEMENT OF CONCRETE.

2. 2ND PASS WITH ROUTER MAY OCCUR AT ANY TIME AFTER

1ST PASS SAW CUT.

3. SAW CUT JOINTS ARE NOT ALLOWED IN PRECAST TOPPING

SLABS.

4" 1"

LIMITS OF SURFACE

PREPARATION

COVE SEALANT

REFER TO DET 7/AW541

DECK COATING

NOTE: PROVIDE STRAIGHT TERMINATION LINES

2" 2"

DECK COATING

DETAIL COAT EQUAL

THICKNESS OF MEMBRANE

COATS

SEALANT

REFER TO DET 3 OR 5/AW541

CRACKSTEEL SLEEVE

DECK COATING

COVE SEALANT

REFER TO DET 7/AW541

ELECTRICAL

OR

MECHANICAL

PENETRATION

PIPE PER

MANUFACTURER

CONC SLABDECK COATING

SAWCUT AND

TOE DECK

COATING IN AT

EDGE

GRIND EDGE

1/8" - 1/4"

1/ 4"

WALL OR BEAM

CONC COLUMN

LIMITS OF

SURFACE

PREPARATION

CONC SLAB

DECK COATING

NOTES:

1. REFER TO 15/AW541 FOR DETAIL AT PIPE/CONDUIT PENETRATION

2. REFER TO 16/AW541 FOR DETAIL AT CRACK OR JOINT.

AW541

Sim

AW541

Sim

3 1/2" 3 1/2"

2" NOM"

1/ 8"

POLYMERIC

CONCRETE

NOSING

EXTRUDED

THERMOPLASTIC

GLAND

TOOL OR

GRIND

EDGE

ENLARGED SECTION

NOTES:

1. JOINT WIDTH (*) IS DEPENDENT ON TEMPERATURE & SHOULD BE REVIEWED BY

MANUFACTURER

2. PROVIDE WATSON-BOWMAN ME-300 OR APPROVED EQUAL AT TRANSITION FROM SLAB ON

GRADE TO SUPPORTED SLAB.

3/ 4"

PCC

SPANDREL

BEAM

PCC COLUMN

COVE

SEALANT,

REFER TO DET

6 OR 7/AW541

CONC WASH

PCC TEE

SEALANT, REFER TO DET 4 OR 5/AW541

SEALANT, REFER

TO DET 19/AW541

PCC COLUMN

CONC WASH

PCC TEE

PCC

SPANDREL

BEAM

SEALANT,

REFER TO DET

20/AW541

COVE SEALANT,

REFER TO DET 6 OR

7/AW541

CONC WASH

PCC TEE

SEALANT, REFER TO

DET 4 OR 5/AW541

PCC LIGHTWALL

SEALANT, REFER TO DET 19/AW541

PCC TEE

SEALANT, REFER TO

DET 4 OR 5/AW541

SEALANT, REFER TO

DET 4 OR 5/AW541

PCC BEAM

SEALANT, REFER TO

DET 4 OR 5/AW541

PCC WALL

SEALANT, REFER

TO 19/AW541

FIRE SAFING

WHERE REQD

1/2" TO 1"

1/ 2"

SEALANT

BACKER ROD

TOOL OR

GRIND EDGE

1/ 2"

1/2" - 1"

BACKER…