36C26118R0214-019.pdf

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Text version

E 9- 35 84

A S- 12 16

E 9- 12 06

E 9-

A S-

E 9-

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 12 06

A S- 12 16

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E9-3584

AS-1216

E9-1206 E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206E9-1206

AS-1216

E9-1235

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133 241'-3"

8" 11'-1" 6'-10" 8'-6" 4" 7'-7" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 12'-2" 10'-9" 4"

1'-0"

/4

/4

V -C

V -C

P1-C

V -C

P1-C

P1-C

P1-C

P -D

P -C

P -C

P -D

E2-A

E4-B

E1-A

E3-B

B -C

B -C

B2-C

R -C

SF301

SF301

FUTURE ISLAND FOR

PARCS EQUIPMENT

B -C

P -C

R -C

B -C

R -C

R -C

R -C

R3-C

B -C

13.9

B.1

A.1

2.4 2.9

B.9

P -C

P -C

R -C

R 5-

F

19'-11" 21 SPACES @ 9'-0" = 189'-0"

T Y

P

'-0

1'

-2

TYP

9'-0"

E Q

E Q

6'-3" 14 SPACES @ 9'-0" = 126'-0"

TYP

9'-0"

T Y

P

'-0

6'-3"

REFER TO AP102 FOR CONTINUATION

14 SPACES @ 9'-0" = 126'-0"

T Y

P

'-0

TYP

9'-0"

E Q

E Q

T Y

P

'-0

1'

-2

TYP

9'-0"

3' -0

S P

A C

E S

'-0

1' -0

'-8

T Y

P

9' -0

1'-0"

TYP

18'-0"

16'-11" 3'-0"

REFER TO AP102 FOR CONTINUATION

21 SPACES @ 9'-0" = 189'-0"

26'-0"

S

P A

C E

S

'-0

1'

-0

'-6

26'-0"

TYP

18'-0" 1'-0"

T Y

P

9' -0

S

P A

C E

S

'-0

7'

-0

2' -1

T Y

P

9' -0

3'-9"

TYP

18'-0"

TYPR 5

2'-3" 11'-6" 11'-6" 3'-0"

R 10' - 0"

REFER TO NOTE 2, TYP

REFER TO NOTE 3, TYP

REFER TO NOTE 5, TYP

REFER TO NOTE 4, TYP

R 3' - 0

SPACE TABULATION

LEVEL STANDARD ADA* ADA VAN* TOTAL

4 74 0 0 74

3 88 0 0 88

2 88 0 0 88

1 76 0 0 76

TOTAL 326 0 0 326

(*) REQUIRED ADA SPACES LOCATED IN SURFACE LOT ADJACENT TO FACILITY

XXX-X

SHEET NOTES:

NO SYMB NOTE

1 REPRESENTS PLAN MATCH LINE.

2 PARKING SPACE STRIPING TO BE 4" WIDE YELLOW STRIPING - SINGLE LINE

CONFIGURATION. ALSO REFER TO SHEET AP501 FOR ADDITIONAL STRIPING

INFORMATION.

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

AT LOCATIONS AS SHOWN IN PLANS, REFER TO SHEET AP501 FOR ADDITIONAL

INFORMATION.

4 DIRECTIONAL ARROWS TO BE PAINTED YELLOW AT LOCATIONS AS SHOWN ON

PLANS, REFER TO SHEET AP501 FOR ADDITIONAL INFORMATION.

5 PAVEMENT GRAPHICS TO BE PAINTED AT LOCATIONS AS SHOWN ON PLANS, REFER

TO SHEET AP501 FOR ADDITIONAL INFORMATION.

6 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 AS SHOWN ON PLANS PER DETAIL 12/AP511.

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

8 REPRESENTS A 6"Ø STEEL BOLLARD, REFER TO 6/SF551, TYP AT SOG OR 13/SF551 AT

SUPPORTED LEVELS FOR ADDITIONAL INFORMATION.

9 PARKING SPACE STRIPING DIMENSIONS INDICATED ARE FROM THE FACE OF A WALL

OR COLUMN, UNLESS OTHERWISE INDICATED OR NOTED. TOLERANCES ARE AS

FOLLOWS:

A. PARKING SPACE LENGTH = INDICATED LENGTH ± 2"

B. PARKING SPACE WIDTH = INDICATED WIDTH ± 1"

C. BASE LINE LENGTH = INDICATED LENGTH ± 1"

D. STRIPE WIDTH = 4" ± 1/4"

E. TOTAL OVERALL STRING BASELINE DIMENSIONS = INDICATED LENGTH ± 2" PER

RUN

SIGN LEGEND

ENTRY-EXIT SIGNS

VA SIGN

TYPE

MOUNTING

HEIGHT

REMARKS

E1 ENTER PS-08

E2 EXIT PS-08

E3 8'-2" CLEARANCE 8'-2" PS-09.01 8'-2"

E4 (DNE) DO NOT ENTER (DNE) PS-09.01 8'-2"

VEHICULAR SIGNS

V1 ← Exit PS-02.04 8'-4"

V2 Park → PS-02.04 8'-4"

PEDESTRIAN SIGNS

P1 Level Signs PS-05.02 5'-0"

P2 Stair PS-01.04 8'-4"

P3 Stair-Elevator PS-01.04 8'-4"

P4 Stair-Elevator → PS-02.04 8'-4"

P5 ←Stair-Elevator PS-02.04 8'-4"

P6 ←Stair PS-02.04 8'-4"

P7 No Pedestirans in Entry / Exit Lanes PS-04.01 5'-0"

REGULATORY SIGNS

R1 No Parking - 5'-0" MUTCD R8-3A - 1'-6" X 1'-0"

R2 Load Sign - 5'-0" REFER TO DET 9/AP511

R3 Stair Graphic (Braille) - 5'-0" REFER TO DET 10/AP511

R4 Exit Stair Graphic (Braille) - 5'-0" REFER TO DET 11/AP511

R5 Level Egress - Exit Discharge… IN-01.11 5'-0"

R6 Level Egress - Down to Level 1… IN-01.11 5'-0"

R7 Evacuation Plan IN-01.01.03 5'-0"

R8 IN CASE OF FIRE… IN-01.04 5'-0"

BUILDING SIGNS

B1 ELEVATOR (Braille) IN-04.02 SIM 5'-0"

B2 STORAGE (Braille) IN-04.02 SIM 5'-0"

B3 ELECTRICAL (Braille) IN-04.02 SIM 5'-0"

B4 TELECOM AND SECURITY (Braille) IN-04.02 SIM 5'-0"

B5 ELEV EQUIP ROOM (Braille) IN-04.02 SIM 5'-0"

SYMBOL LEGEND

→ ARROW

(DN) DO NOT ENTER

(ADA) ACCESSIBLE PARKING

SIGN MOUNTING LEGEND

DETAIL NO.

A ALUMINUM LETTERS 1/AP511

B HEADKNOCK BAR 2/AP511

C COLUMN/WALL/BEAM FACE 3/AP511

D SWING FRAME 4 & 5/AP511

E LIGHT POLE 6 & 7/AP511

F COLUMN CORNER MOUNT 8/AP511

COLOR CHART

LEVEL SIGN BACKGROUND COPY

4 PURPLE PRINT WHITE

3 ANOLE GREEN WHITE

2 ANTARTICA ORANGE WHITE

1 SAILBOAT BLUE WHITE

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

-2

-2

-C

W I-

V e r1 d a n .b ro w n L D

P W

Z .r v t

/5

/2

:0 :0

P

M

RENO, NV

AP101

LEVEL 1 PLAN - ARCHITECTURAL

PARKING

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, COR

NORTH

1/8" = 1'-0"

LEVEL 1 PLAN - ARCHITECTURAL PARKING

LEVEL 1

4450'-10"

LEVEL 2

4462'-2"

LEVEL 3

4473'-6"

LEVEL 4

4484'-10"

LEVEL 1

4455'-4"

LEVEL 2

4466'-8"

LEVEL 3

4478'-0"

LEVEL 4

4489'-4"

ISOMETRIC VIEW

Revisions: Date:

E 9- 12 06

E 9-

A S-

E 9-

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 12 06

A S- 12 16

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E9-3584

AS-1216

E9-1206

E9-3584

AS-1216

E9-1206

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133 240'-7"

8" 11'-1" 6'-10" 8'-6" 4" 7'-7" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 12'-2" 10'-9"

4"

4"

/4

/4

V -C

V -C

P1-C

V -C

V -C

P1-C

P1-C

P1-C

P -D

P -C

P -C

P -D

P5-D

SF301

SF301

B -C

P -C

R -C

R -C

R -C

R -C

R4-C

R 6-

F

13.9

B.1

A.1

2.4 2.9

B.916'-9" 3'-0"

REFER TO AP103 FOR CONTINUATION

21 SPACES @ 9'-0" = 189'-0" REFER TO AP101 FOR CONTINUATION 3'-0"

'-1

0"

S P

A C

E S

'-0

'-0

3'

-0

19'-9" 21 SPACES @ 9'-0" = 189'-0"

6'-3" 14 SPACES @ 9'-0" = 126'-0"

6'-3"

REFER TO AP103 FOR CONTINUATION

14 SPACES @ 9'-0" = 126'-0" REFER TO AP101 FOR CONTINUATION

S

P A

C E

S

'-0

'-8

T Y

P

'-0

1'

-4

TYP

9'-0"

E Q

E Q

26'-0"

T Y

P

9' -0

1'-0"

TYP

18'-0"

T Y

P

'-0

TYP

9'-0"

T Y

P

'-0

TYP

9'-0"

T Y

P

9' -0

TYP

18'-0" 1'-0"E Q

E Q

T Y

P

'-0

1'

-4

TYP

9'-0"

26'-0"

TYPR 5

REFER TO NOTE 2, TYP

REFER TO NOTE 3, TYP

REFER TO NOTE 5, TYP

REFER TO NOTE 4, TYP

XXX-X

SHEET NOTES:

NO SYMB NOTE

1 REPRESENTS PLAN MATCH LINE.

2 PARKING SPACE STRIPING TO BE 4" WIDE YELLOW STRIPING - SINGLE LINE

CONFIGURATION. ALSO REFER TO SHEET AP501 FOR ADDITIONAL STRIPING

INFORMATION.

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

AT LOCATIONS AS SHOWN IN PLANS, REFER TO SHEET AP501 FOR ADDITIONAL

INFORMATION.

4 DIRECTIONAL ARROWS TO BE PAINTED YELLOW AT LOCATIONS AS SHOWN ON

PLANS, REFER TO SHEET AP501 FOR ADDITIONAL INFORMATION.

5 PAVEMENT GRAPHICS TO BE PAINTED AT LOCATIONS AS SHOWN ON PLANS, REFER

TO SHEET AP501 FOR ADDITIONAL INFORMATION.

6 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 AS SHOWN ON PLANS PER DETAIL 12/AP511.

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

8 REPRESENTS A 6"Ø STEEL BOLLARD, REFER TO 6/SF551, TYP AT SOG OR 13/SF551 AT

SUPPORTED LEVELS FOR ADDITIONAL INFORMATION.

9 PARKING SPACE STRIPING DIMENSIONS INDICATED ARE FROM THE FACE OF A WALL

OR COLUMN, UNLESS OTHERWISE INDICATED OR NOTED. TOLERANCES ARE AS

FOLLOWS:

A. PARKING SPACE LENGTH = INDICATED LENGTH ± 2"

B. PARKING SPACE WIDTH = INDICATED WIDTH ± 1"

C. BASE LINE LENGTH = INDICATED LENGTH ± 1"

D. STRIPE WIDTH = 4" ± 1/4"

E. TOTAL OVERALL STRING BASELINE DIMENSIONS = INDICATED LENGTH ± 2" PER

RUN

SIGN LEGEND

ENTRY-EXIT SIGNS

VA SIGN

TYPE

MOUNTING

HEIGHT

REMARKS

E1 ENTER PS-08

E2 EXIT PS-08

E3 8'-2" CLEARANCE 8'-2" PS-09.01 8'-2"

E4 (DNE) DO NOT ENTER (DNE) PS-09.01 8'-2"

VEHICULAR SIGNS

V1 ← Exit PS-02.04 8'-4"

V2 Park → PS-02.04 8'-4"

PEDESTRIAN SIGNS

P1 Level Signs PS-05.02 5'-0"

P2 Stair PS-01.04 8'-4"

P3 Stair-Elevator PS-01.04 8'-4"

P4 Stair-Elevator → PS-02.04 8'-4"

P5 ←Stair-Elevator PS-02.04 8'-4"

P6 ←Stair PS-02.04 8'-4"

P7 No Pedestirans in Entry / Exit Lanes PS-04.01 5'-0"

REGULATORY SIGNS

R1 No Parking - 5'-0" MUTCD R8-3A - 1'-6" X 1'-0"

R2 Load Sign - 5'-0" REFER TO DET 9/AP511

R3 Stair Graphic (Braille) - 5'-0" REFER TO DET 10/AP511

R4 Exit Stair Graphic (Braille) - 5'-0" REFER TO DET 11/AP511

R5 Level Egress - Exit Discharge… IN-01.11 5'-0"

R6 Level Egress - Down to Level 1… IN-01.11 5'-0"

R7 Evacuation Plan IN-01.01.03 5'-0"

R8 IN CASE OF FIRE… IN-01.04 5'-0"

BUILDING SIGNS

B1 ELEVATOR (Braille) IN-04.02 SIM 5'-0"

B2 STORAGE (Braille) IN-04.02 SIM 5'-0"

B3 ELECTRICAL (Braille) IN-04.02 SIM 5'-0"

B4 TELECOM AND SECURITY (Braille) IN-04.02 SIM 5'-0"

B5 ELEV EQUIP ROOM (Braille) IN-04.02 SIM 5'-0"

SYMBOL LEGEND

→ ARROW

(DN) DO NOT ENTER

(ADA) ACCESSIBLE PARKING

SIGN MOUNTING LEGEND

DETAIL NO.

A ALUMINUM LETTERS 1/AP511

B HEADKNOCK BAR 2/AP511

C COLUMN/WALL/BEAM FACE 3/AP511

D SWING FRAME 4 & 5/AP511

E LIGHT POLE 6 & 7/AP511

F COLUMN CORNER MOUNT 8/AP511

COLOR CHART

LEVEL SIGN BACKGROUND COPY

4 PURPLE PRINT WHITE

3 ANOLE GREEN WHITE

2 ANTARTICA ORANGE WHITE

1 SAILBOAT BLUE WHITE

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

-2

-2

-C

W I-

V e r1 d a n .b ro w n L D

P W

Z .r v t

/5

/2

:0 :0

P

M

RENO, NV

AP102

LEVEL 2 PLAN - ARCHITECTURAL

PARKING

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, COR

NORTH

1/8" = 1'-0"

LEVEL 2 PLAN - ARCHITECTURAL PARKING

LEVEL 1

4450'-10"

LEVEL 2

4462'-2"

LEVEL 3

4473'-6"

LEVEL 4

4484'-10"

LEVEL 1

4455'-4"

LEVEL 2

4466'-8"

LEVEL 3

4478'-0"

LEVEL 4

4489'-4"

E 9- 12 06

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

E9-1206

AS-1216

E9-1235

E 9- 12 06

A S- 12 16

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133 240'-7"

8" 11'-1" 6'-10" 8'-6" 4" 7'-7" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 12'-2" 10'-9"

4"

4"

/4

/4

V -C

V -C

P1-C

V -C

V -C

P1-C

P1-C

P1-C

P -D

P -C

P -C

P -D

P5-D

SF301

SF301

R -C

R -C

R -C

B -C

P -C

R -C

13.9

B.1

A.1

2.4 2.9

B.9

R 6-

F

16'-9" 3'-0"

REFER TO AP104 FOR CONTINUATION

21 SPACES @ 9'-0" = 189'-0" REFER TO AP102 FOR CONTINUATION 3'-2"

6'-3"

REFER TO AP104 FOR CONTINUATION

14 SPACES @ 9'-0" = 126'-0" REFER TO AP102 FOR CONTINUATION

6'-3" 14 SPACES @ 9'-0" = 126'-0"

26'-0"

T Y

P

'-0

TYP

9'-0"

9'-0"

'-0

E Q

E Q

E Q

E Q

26'-0"

T Y

P

'-0

1'

-4

TYP

9'-0"

TYP

18'-0" 1'-0"

T Y

P

9' -0

1'-0"

TYP

18'-0"

T Y

P

9' -0

3' -0

S P

A C

E S

'-0

1' -0

'-1 0"

19'-9" 21 SPACES @ 9'-0" = 189'-0"

T Y

P

'-0

1'

-4

TYP

9'-0"

S

P A

C E

S

'-0

1'

-0

'-8

TYPR 5

REFER TO NOTE 2, TYP

REFER TO NOTE 3, TYP

REFER TO NOTE 5, TYP

REFER TO NOTE 4, TYP

R4-C

XXX-X

SHEET NOTES:

NO SYMB NOTE

1 REPRESENTS PLAN MATCH LINE.

2 PARKING SPACE STRIPING TO BE 4" WIDE YELLOW STRIPING - SINGLE LINE

CONFIGURATION. ALSO REFER TO SHEET AP501 FOR ADDITIONAL STRIPING

INFORMATION.

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

AT LOCATIONS AS SHOWN IN PLANS, REFER TO SHEET AP501 FOR ADDITIONAL

INFORMATION.

4 DIRECTIONAL ARROWS TO BE PAINTED YELLOW AT LOCATIONS AS SHOWN ON

PLANS, REFER TO SHEET AP501 FOR ADDITIONAL INFORMATION.

5 PAVEMENT GRAPHICS TO BE PAINTED AT LOCATIONS AS SHOWN ON PLANS, REFER

TO SHEET AP501 FOR ADDITIONAL INFORMATION.

6 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 AS SHOWN ON PLANS PER DETAIL 12/AP511.

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

8 REPRESENTS A 6"Ø STEEL BOLLARD, REFER TO 6/SF551, TYP AT SOG OR 13/SF551 AT

SUPPORTED LEVELS FOR ADDITIONAL INFORMATION.

9 PARKING SPACE STRIPING DIMENSIONS INDICATED ARE FROM THE FACE OF A WALL

OR COLUMN, UNLESS OTHERWISE INDICATED OR NOTED. TOLERANCES ARE AS

FOLLOWS:

A. PARKING SPACE LENGTH = INDICATED LENGTH ± 2"

B. PARKING SPACE WIDTH = INDICATED WIDTH ± 1"

C. BASE LINE LENGTH = INDICATED LENGTH ± 1"

D. STRIPE WIDTH = 4" ± 1/4"

E. TOTAL OVERALL STRING BASELINE DIMENSIONS = INDICATED LENGTH ± 2" PER

RUN

SIGN LEGEND

ENTRY-EXIT SIGNS

VA SIGN

TYPE

MOUNTING

HEIGHT

REMARKS

E1 ENTER PS-08

E2 EXIT PS-08

E3 8'-2" CLEARANCE 8'-2" PS-09.01 8'-2"

E4 (DNE) DO NOT ENTER (DNE) PS-09.01 8'-2"

VEHICULAR SIGNS

V1 ← Exit PS-02.04 8'-4"

V2 Park → PS-02.04 8'-4"

PEDESTRIAN SIGNS

P1 Level Signs PS-05.02 5'-0"

P2 Stair PS-01.04 8'-4"

P3 Stair-Elevator PS-01.04 8'-4"

P4 Stair-Elevator → PS-02.04 8'-4"

P5 ←Stair-Elevator PS-02.04 8'-4"

P6 ←Stair PS-02.04 8'-4"

P7 No Pedestirans in Entry / Exit Lanes PS-04.01 5'-0"

REGULATORY SIGNS

R1 No Parking - 5'-0" MUTCD R8-3A - 1'-6" X 1'-0"

R2 Load Sign - 5'-0" REFER TO DET 9/AP511

R3 Stair Graphic (Braille) - 5'-0" REFER TO DET 10/AP511

R4 Exit Stair Graphic (Braille) - 5'-0" REFER TO DET 11/AP511

R5 Level Egress - Exit Discharge… IN-01.11 5'-0"

R6 Level Egress - Down to Level 1… IN-01.11 5'-0"

R7 Evacuation Plan IN-01.01.03 5'-0"

R8 IN CASE OF FIRE… IN-01.04 5'-0"

BUILDING SIGNS

B1 ELEVATOR (Braille) IN-04.02 SIM 5'-0"

B2 STORAGE (Braille) IN-04.02 SIM 5'-0"

B3 ELECTRICAL (Braille) IN-04.02 SIM 5'-0"

B4 TELECOM AND SECURITY (Braille) IN-04.02 SIM 5'-0"

B5 ELEV EQUIP ROOM (Braille) IN-04.02 SIM 5'-0"

SYMBOL LEGEND

→ ARROW

(DN) DO NOT ENTER

(ADA) ACCESSIBLE PARKING

SIGN MOUNTING LEGEND

DETAIL NO.

A ALUMINUM LETTERS 1/AP511

B HEADKNOCK BAR 2/AP511

C COLUMN/WALL/BEAM FACE 3/AP511

D SWING FRAME 4 & 5/AP511

E LIGHT POLE 6 & 7/AP511

F COLUMN CORNER MOUNT 8/AP511

COLOR CHART

LEVEL SIGN BACKGROUND COPY

4 PURPLE PRINT WHITE

3 ANOLE GREEN WHITE

2 ANTARTICA ORANGE WHITE

1 SAILBOAT BLUE WHITE

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

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-2

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P

M

RENO, NV

AP103

LEVEL 3 PLAN - ARCHITECTURAL

PARKING

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, COR

NORTH

1/8" = 1'-0"

LEVEL 3 PLAN - ARCHITECTURAL PARKING

LEVEL 1

4450'-10"

LEVEL 2

4462'-2"

LEVEL 3

4473'-6"

LEVEL 4

4484'-10"

LEVEL 1

4455'-4"

LEVEL 2

4466'-8"

LEVEL 3

4478'-0"

LEVEL 4

4489'-4"

E 9-

A S-

E 9-

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

E9-1206

AS-1216

E9-1235

E 9- 35 84

A S- 12 16

E 9- 12 06

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 12 06

A S- 12 16

E 9- 12 35

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133 240'-7"

8" 11'-1" 6'-10" 8'-6" 4" 7'-7" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 12'-2" 10'-9"

4"

4"

/4

/4

P1-E

P1-E

P1-E

P1-E

R -C

SF301

SF301

B -C

P -C

R -C

R -C

R4-C

R 6-

F

13.9

B.1

A.1

2.4 2.9

B.9

R 6-

F

4' -8

S P

A C

E S

'-0

TYP

18'-0"

T Y

P

9' -0

9' -1

S P

A C

E S

'-0

1' -0

'-2

1'-0"

TYP

18'-0"

T Y

P

9' -0

16'-9" 3'-0"

19'-9" 21 SPACES @ 9'-0" = 189'-0"

E Q

E Q

TYP

9'-0"

T Y

P

'-0

1'

-4

6'-3" 14 SPACES @ 9'-0" = 126'-0" T

Y

P

'-0

TYP

9'-0"

S

P A

C E

S

'-0

1'

-0

'-8

TYP

18'-0" 1'-0"

T Y

P

9' -0

26'-0"26'-0"

REFER TO AP103 FOR CONTINUATION

REFER TO AP103 FOR CONTINUATION 3'-0"

TYP

9'-0"

T Y

P

'-0

E Q

E Q

TYP

9'-0"

T Y

P

'-0

1'

-4

TYPR 5

REFER TO NOTE 2, TYP

REFER TO NOTE 3, TYP

REFER TO NOTE 5, TYP

REFER TO NOTE 4, TYP

R4-C

XXX-X

SHEET NOTES:

NO SYMB NOTE

1 REPRESENTS PLAN MATCH LINE.

2 PARKING SPACE STRIPING TO BE 4" WIDE YELLOW STRIPING - SINGLE LINE

CONFIGURATION. ALSO REFER TO SHEET AP501 FOR ADDITIONAL STRIPING

INFORMATION.

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

AT LOCATIONS AS SHOWN IN PLANS, REFER TO SHEET AP501 FOR ADDITIONAL

INFORMATION.

4 DIRECTIONAL ARROWS TO BE PAINTED YELLOW AT LOCATIONS AS SHOWN ON

PLANS, REFER TO SHEET AP501 FOR ADDITIONAL INFORMATION.

5 PAVEMENT GRAPHICS TO BE PAINTED AT LOCATIONS AS SHOWN ON PLANS, REFER

TO SHEET AP501 FOR ADDITIONAL INFORMATION.

6 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 AS SHOWN ON PLANS PER DETAIL 12/AP511.

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

8 REPRESENTS A 6"Ø STEEL BOLLARD, REFER TO 6/SF551, TYP AT SOG OR 13/SF551 AT

SUPPORTED LEVELS FOR ADDITIONAL INFORMATION.

9 PARKING SPACE STRIPING DIMENSIONS INDICATED ARE FROM THE FACE OF A WALL

OR COLUMN, UNLESS OTHERWISE INDICATED OR NOTED. TOLERANCES ARE AS

FOLLOWS:

A. PARKING SPACE LENGTH = INDICATED LENGTH ± 2"

B. PARKING SPACE WIDTH = INDICATED WIDTH ± 1"

C. BASE LINE LENGTH = INDICATED LENGTH ± 1"

D. STRIPE WIDTH = 4" ± 1/4"

E. TOTAL OVERALL STRING BASELINE DIMENSIONS = INDICATED LENGTH ± 2" PER

RUN

SIGN LEGEND

ENTRY-EXIT SIGNS

VA SIGN

TYPE

MOUNTING

HEIGHT

REMARKS

E1 ENTER PS-08

E2 EXIT PS-08

E3 8'-2" CLEARANCE 8'-2" PS-09.01 8'-2"

E4 (DNE) DO NOT ENTER (DNE) PS-09.01 8'-2"

VEHICULAR SIGNS

V1 ← Exit PS-02.04 8'-4"

V2 Park → PS-02.04 8'-4"

PEDESTRIAN SIGNS

P1 Level Signs PS-05.02 5'-0"

P2 Stair PS-01.04 8'-4"

P3 Stair-Elevator PS-01.04 8'-4"

P4 Stair-Elevator → PS-02.04 8'-4"

P5 ←Stair-Elevator PS-02.04 8'-4"

P6 ←Stair PS-02.04 8'-4"

P7 No Pedestirans in Entry / Exit Lanes PS-04.01 5'-0"

REGULATORY SIGNS

R1 No Parking - 5'-0" MUTCD R8-3A - 1'-6" X 1'-0"

R2 Load Sign - 5'-0" REFER TO DET 9/AP511

R3 Stair Graphic (Braille) - 5'-0" REFER TO DET 10/AP511

R4 Exit Stair Graphic (Braille) - 5'-0" REFER TO DET 11/AP511

R5 Level Egress - Exit Discharge… IN-01.11 5'-0"

R6 Level Egress - Down to Level 1… IN-01.11 5'-0"

R7 Evacuation Plan IN-01.01.03 5'-0"

R8 IN CASE OF FIRE… IN-01.04 5'-0"

BUILDING SIGNS

B1 ELEVATOR (Braille) IN-04.02 SIM 5'-0"

B2 STORAGE (Braille) IN-04.02 SIM 5'-0"

B3 ELECTRICAL (Braille) IN-04.02 SIM 5'-0"

B4 TELECOM AND SECURITY (Braille) IN-04.02 SIM 5'-0"

B5 ELEV EQUIP ROOM (Braille) IN-04.02 SIM 5'-0"

SYMBOL LEGEND

→ ARROW

(DN) DO NOT ENTER

(ADA) ACCESSIBLE PARKING

SIGN MOUNTING LEGEND

DETAIL NO.

A ALUMINUM LETTERS 1/AP511

B HEADKNOCK BAR 2/AP511

C COLUMN/WALL/BEAM FACE 3/AP511

D SWING FRAME 4 & 5/AP511

E LIGHT POLE 6 & 7/AP511

F COLUMN CORNER MOUNT 8/AP511

COLOR CHART

LEVEL SIGN BACKGROUND COPY

4 PURPLE PRINT WHITE

3 ANOLE GREEN WHITE

2 ANTARTICA ORANGE WHITE

1 SAILBOAT BLUE WHITE

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

-2

-2

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/5

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:0 :1

P

M

RENO, NV

AP104

LEVEL 4 PLAN - ARCHITECTURAL

PARKING

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, COR

NORTH

1/8" = 1'-0"

LEVEL 4 PLAN - ARCHITECTURAL PARKING

LEVEL 1

4450'-10"

LEVEL 2

4462'-2"

LEVEL 3

4473'-6"

LEVEL 4

4484'-10"

LEVEL 1

4455'-4"

LEVEL 2

4466'-8"

LEVEL 3

4478'-0"

LEVEL 4

4489'-4"

9'-0"

TYP

9'-0"

REFER TO PLAN

R E

F E

R T

O P

L A

N

T Y

P

3'-8"

1'-5" 10"

SKIP YELLOW STRIPE

OR DRIVE AISLE

CENTER LINE. 4"

WIDE YELLOW

STRIPE, 4'-0" LONG

DASH WITH 4'-0" GAP.

E Q

E Q

TERMINATE SKIP

YELLOW STRIPE AT

FACE OF COLUMN

OR EDGE OF STRIPE

AT TURNS

6'-3" TYP

5'-0" RADIUS

TYP

SHEET NOTES:

NO NOTE

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

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

STRIPE.

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

SPACE DEPTH IS 15'-0".

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

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

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-2

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RENO, NV

AP501

STRIPING AND PAINTED GRAPHICS

- ARCHITECTURAL PARKING

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, COR

1/8" = 1'-0"

90 DEG STANDARD SPACE

1/8" = 1'-0"

CORNER SPACE

1/4" = 1'-0"

TRAFFIC ARROW

1/8" = 1'-0"

SKIP YELLOW DETAIL

"SPANJER" CAST

ALUMINUM LETTERS

SEE DET

M O

U N

T

IN

G H

T R

E F

E R

S C

H E

D U

LE

FACE OF

CONC WALL

STUD AND SPACERS

3/8"Ø HOLE ANCHOR

STUD W/ GROUT

MAX

1 1/4"

/2

SS EXP ANCHOR

W/ SS NUT &

1"Ø SS WASHER

1/4"Ø STEEL CABLE VINYL

COVERED W/ CABLE CLAMPS

FOR MESSAGE, REFER TO

SIGN SCHEDULE

DIRECTION OF

TRAVEL

M O

U N

T

IN

G H

T R

E F

E R

T O

S C

H E

D U

LE

PROVIDE (2) 1/2"Ø HOLES

IN BOTTOM OF PVC PIPE

(12" FROM EACH END FOR

VENTILATION)

8"Ø X 1/2" WALL PVC

PIPE W/ FLUSH END CAPS

TOGGLE ANCHOR

3/8" GALV EYEBOLT

L3 X 3 X 1/4 X 0'-6" LONG

W/ 7/16"Ø HOLE GALV

W/ 1/8" NEOPRENE PAD

3/8"Ø X 3" LONG X 1" ID

EYEBOLT (GALV) W/ DOUBLE

LOCK NUTS & FLAT WASHERS

(GALV)

INTERIOR FACE OF CONCRETE

BEAM OR PCC PANEL

NOTE:

HANGER ASSEMBLY SPACING 2'-6"

OC MAX, (4) MIN PER SIGN

/4

/4

FACE OF COLUMN,

WALL OR BEAM

EXPANSION ANCHORS @ 24"

OC MAX, MIN (4) PER SIGN

(SHEET METAL SCREWS

WHERE MOUNTING TO DOOR)

(MOLLY ANCHOR WHERE

MOUNTING TO DRYWALL)

SIGN FACE

BOTTOM OF BEAM

R E

F E

R S

C H

E D

M O

U N

T

IN

G H

TNOTE - SIGNS WHICH CONFLICT

WITH ELECTRICAL CONDUIT(S)

SHOULD REFER TO DETAIL 3/AP512

FOR ALTERNATE MOUNTING DETAIL.

6" MAX 6" MAX

REFER TO SCHEDULE

"L" VARIES

/4

/2

/4

/2

"D

V A

R

IE

S M

O U

N T

IN

G

H T

R E

F E

R S

C H

E D

U

LECL OF ALUM

POP-RIVETS

1/8" NEOPRENE PAD

BETWEEN L3 & CEILING

(2)-3/8"Ø SS EXP

ANCHORS 1 1/4" MAX

EMBED

SIGN, REFER TO

SIGN SCHEDULE

HSS 1 X 1 X 1/8"

(ALUM) FRAME

3/8"Ø SS PIVOT BOLT

& NUT (FINGER TIGHTEN

NUT BY HAND)

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

(ALUM) W/ 1"Ø

SLOTTED HOLE

AP511

1/8

TYP

"D

/4

/4

/2

/2

/2

/2

1"1"1"1"

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

(ALUM) W/ 1"Ø

SLOTTED HOLE

ALUM POP-RIVETS

@ 24" MAX

SIGN FACE LOCATION OF SIGN WHEN (2) SIGNS

ARE MOUNTED BACK TO BACK

HSS 1 X 1 X 1/8" ALUM FRAME

3/8"Ø SS PIVOT BOLT & NUT

(FINGER TIGHTEN NUT BY HAND)

1/8" NEOPRENE PAD BETWEEN

L3 AND CEILING

(2) 3/8"Ø SS EXP ANCHORS

1 1/4" MAX EMBED4

AP511

1/8

GRIND

SMOOTH

LIGHT POLE

SS ANCHOR PER

MANUF, TYP

HSS 1 X1 X 18"

(ALUM) FRAME

EDGE OF SIGN

NOTE:

CONNECT SIGN TO ALUMINUM FRAME

WITH ALUM POP RIVETS @ 24" MAX

3/4" 3/4"

"L/2" "L/2"

"L"

/4

/4

"D

AP511

LIGHT POLE

LOCATION OF SIGN

WHEN (2) SIGNS

ARE MOUNTED

BACK TO BACK

SS ANCHOR PER MANUF TYP

HSS 1 X1 X 18" (ALUM) FRAME

SIGN FACE

NOTE:

CONNECT SIGN TO ALUMINUM FRAME

WITH ALUM POP RIVETS @ 24" MAX

1/8"

TYP

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

6"

E Q

/4

/4

/4

/4

/4

/4

/2

/4

/4

/4

/4

E Q

5/8" COPY,

TYP

BACKGROUND COLOR = WHITE

COPY COLOR = RED

9/32" COPY,

TYP

EXIT

STAIRS

/8

E Q

6"

G R

A D

E I I B

R A

IL

L E

E Q

/8

"1 /4

BACKGROUND COLOR = BLUE

COPY AND SYMBOL COLOR = WHITE

5/8" COPY,

TYP

STAIRS

/4

E Q

6"

G R

A D

E I I B

R A

IL

L E

E Q

/8

BACKGROUND COLOR = BLUE

COPY AND SYMBOL COLOR = WHITE

5/8" COPY,

TYP

6"

3"

4" 1"

(2) BENT ALUMINUM

PLATES (1/8" X 1" X 3'-0"

LONG) AT TOP &

BOTTOM OF SIGN -

BEND AS REQUIRED

ALUM POP-RIVETS,

TOP & BOTTOM OF

SIGN

SIGN FACE

CONCRETE

COLUMN

EXPANSION

ANCHORS, TYP

19'-10" EQUAL EQUAL 19'-10"

CENTER OF DRIVE AISLE

VEHICULAR SIGNVXX

PXX

VXX VXX

EQ EQ

EQ EQ EQ

PEDESTRIAN SIGN

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

-2

-2

-C

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/5

/2

:0 :1

P

M

RENO, NV

AP511

SIGN MOUNTING & SIGN DETAILS -

ARCHITECTURAL PARKING

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, COR

3" = 1'-0"

SIGN MOUNTING DETAIL A

1 1/2" = 1'-0"

SIGN MOUNTING DETAIL B

3" = 1'-0"

SIGN MOUNTING DETAIL C

1 1/2" = 1'-0"

SIGN MOUNTING DETAIL D

1 1/2" = 1'-0"

SIGN MOUNTING DETAIL D

1 1/2" = 1'-0"

SIGN MOUNTING DETAIL E

1 1/2" = 1'-0"

SIGN MOUNTING DETAIL E

3" = 1'-0"

SIGN DETAIL - R5

3" = 1'-0"

SIGN DETAIL - R7

3" = 1'-0"

SIGN DETAIL - R8

1 1/2" = 1'-0"

COLUMN CORNER MOUNTING DETAIL

3/32" = 1'-0"

SIGN PLACEMENT DETAIL

DRAWING SHEET INDEX

MECHANICAL LEGEND

RETURN OR EXHAUST AIR DUCT

SUPPLY AIR DUCT

THERMOMETER, PRESSURE GAUGE

AIR CONDITIONINGAC

ACCESS DOOR, ACCESS PANELAD, AP

CENTER TO CENTERCC

CUBIC FEET OF AIR PER MINUTECFM,f

EXTRACTORE

EXISTING, NEW(E), (N)

EXHAUST AIR, OUTSIDE AIR & RETURN AIR DAMPEREAD, OAD, RAD

EXHAUST FANEF

DEGREES FAHRENHEIT°F

FIRE DAMPER / COMBINATION FIRE SMOKE DAMPERFD / FSD

GAUGEGA.

GALVANIZEDGALV.

AUTOMATIC / MANUAL AIR VENTAAV. / MAV.

MAXIMUM, MINIMUMMAX., MIN.

MANUAL DAMPERM.D.

PITCH DOWN IN DIRECTION OF ARROWP.D.

PRESSURE REDUCING VALVEPRV.

RETURN AIR, EXHAUST AIRRA, EA.

SUPPLY AIR, OUTSIDE AIRSA, OA.

TEMPERATURE CONTROL VALVET.C.V.

TEMPERATURE CONTROL PANELT.C.P.

TYPICALTYP.

ROOMNAME

ROOM NAME AND NUMBER

GATE VALVEGV

BALANCE VALVEBV

CHECK VALVECKV

LH GC LEVER HANDLE GAS COCK

FLEXIBLE CONNECTION

HUMIDISTATH

HUMIDIFIERH

DIAMETERØ

ROOM THERMOSTATT

RISE OR DROP IN DIRECTION OF ARROW

R D

MANUAL DAMPER

FLEXIBLE DUCTWORK

TURNING VANES

DUCT (FIRST FIGURE SIDE SHOWN

SECOND FIGURE SIDE NOT SHOWN)

12x10

SUPPLY AIR DUCT SECTION

RETURN OR EXHAUST AIR DUCT SECTION

OUTSIDE AIR DUCT SECTION

OUTSIDE AIR INTO LOUVER

TEMPERATURE SENSORTS

RWL

ORWL

RAINWATER LEADER LINE

OVERFLOW RAINWATER LEADER LINE

CHR CHILLED WATER RETURN PIPE

CHILLED WATER SUPPLY PIPECHS

BALL VALVEBLV

BUTTERFLY VALVEBFV

CONDENSATE DRAIN PIPED

EXISTING ITEM TO BE REMOVED

PETES PLUGPT

FROM ABOVE, TO BELOWFA, TB

FROM BELOW, TO ABOVEFB, TA

UNLESS NOTED OTHERWISEUNO

POINT OF CONNECTIONPOC.

POINT OF DISCONNECTPOD.

GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES,

SPECIFICATIONS, LOCAL ORDINANCES, AND INDUSTRY

STANDARDS

2. COORDINATE EXACT LOCATION OF EQUIPMENT AND ALL

PENETRATIONS THROUGH ROOF AND WALLS WITH

STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION

3. DO NOT ROUTE ANY PIPING DIRECTLY ABOVE ELECTRICAL

EQUIPMENT, SWITCH BOARDS, DISTRIBUTION PANELS, MCC'S,

ETC. AS PROHIBITED BY THE 2012 NEC.

4. PLANS ARE SCHEMATIC AND ARE INTENDED TO SHOW THE

GENERAL NATURE OF THE WORK. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY ALL MEASUREMENTS AND

CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION

WITH OTHER TRADES TO ACCOMPLISH THE INTENT OF THE

PROJECT IN A FIRST CLASS MANNER, NOT ALL OFFSETS IN

DUCTWORK AND PIPING ARE SHOWN.

5. ALL SEWER & DRAINS SHALL BE SLOPED @ 1/4" = 1'-0".

6. PLUMBING WORK SHALL CONFORM TO THE 2012-UPC.

ELEVATOR SUMP PUMP

ZOELLER MODEL 940-0007 WITH NON AUTO PUMP, ALARM

PANEL, AND OIL SMART PUMP SWITCH. 50 GPM AT 20 FT.

TDH. PUMP SHALL BE EQUIPPED WITH A 1/2 HP,

120V/1PH/60Hz MOTOR.

MISCELLANEOUS EQUIPMENT

SP

ACI

ACI

PLUMBING FIXTURES

FD FLOOR DRAIN

ZURN Z536 15" HEAVY-DUTY PARKING DECK DRAIN

WITH SUPPORT FLANGE

FIRE PROTECTION GENERAL NOTES

1. THIS IS A PERFORMANCE SPECIFICATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL PERMITS, FEES, DESIGN, MATERIAL, FABRICATION, STORAGE INSTALLATION, TESTING AND CLEANUP FOR A COMPLETE AND OPERABLE SYSTEM. SYSTEM SHALL MEET THE REQUIREMENTS NFPA 14 & 88A, VA DESIGN REQUIRMENTS, AND LOCAL AND STATE BUILDING OFFICIALS.

2. SUBMIT COMPLETE SET OF DRAWINGS, CALCULATIONS AND CATALOG CUTS OF MATERIALS TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL. OBTAIN APPROVAL PRIOR TO INSTALLATION. DRAWINGS AND CALCULATIONS SHALL BE SIGNED BY A NICET CERTIFIED LEVEL III FIRE SYSTEMS TECHNICIAN.

3. ALL NEW PIPING IS TO BE STEEL WITH SCREWED FITTINGS FOR PIPING 2" AND SMALLER AND WELDED, GROOVED OR MECHANICAL T OUTLETS FOR PIPING 2.5" AND LARGER. PLAIN END PIPING CONNECTIONS WILL NOT BE ACCEPTABLE. PLASTIC PIPING WILL NOT BE ACCEPTABLE. ALL PIPING TO BE CONCEALED ABOVE CEILINGS U.O.N. PIPING IS TO BE INSTALLED TO DRAIN IN STRICT ACCORDANCE WITH NFPA 13. PIPING

SHALL RUN STRAIGHT AND TRUE WITH BUILDING FEATURES.

6. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW DESIGN CONCEPT ONLY. THEY ARE PROVIDED AS AN AID FOR COST ESTIMATION AND AS A GENERAL GUIDELINE FOR THE INTENDED LOCATION AND ROUTING OF PIPE AND SPRINKLERS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONAL DETAILS AND COORDINATION WITH BUILDING FEATURES THAT MAY EFFECT THE INSTALLATION.

7. CONTRACTOR SHALL HOLD A VALID NEVADA CONTRACTORS LICENSE FOR THE TYPE OF WORK BEING

PERFORMED.

8. ALL PIPING SHALL BE SUSPENDED AND BRACED IN STRICT ACCORDANCE WITH NFPA 13 AND FACTORY

MUTUAL.

9. ALL ELEVATOR SHAFTS AND EQUIPMENT ROOMS TO MEET STATE ELEVATOR INSPECTOR REQUIREMENTS.

10. DO NOT ROUTE ANY PIPING DIRECTLY ABOVE ELECTRICAL EQUIPMENT OR PANELS.

12,000 BTU/H DUCTLESS SPLIT SYSTEM

INDOOR UNIT: MITSUBISHI MODEL #PKA-A12HA HI-

WALL MOUNTED AC UNIT, 12.0 MBH TOTAL RATED

COOLING CAPACITY AT 80°/67°F INDOOR TEMP.,

208V/1PH/60Hz, 1.00 MCA, 0.33 FLA, 15 AMP MOCP, 320

CFM (LO), 425 CFM (HI), APPROXIMATE WEIGHT: 40 LBS.

FURNISH WITH FACTORY THERMOSTAT AND INTERNAL

CONDENSATE PUMP.

OUTDOOR UNIT: MITSUBISHI MODEL #PUY-A12NHA3

CONDENSING UNIT, 12.0 MBH TOTAL RATED COOLING

CAPACITY AT 95°/75°F OUTDOOR TEMP., 208V/1PH/60Hz,

13.0 MCA, 13.0 FLA, 15 AMP MOCP. APPROXIMATE

WEIGHT: 110 LBS., FURNISH WITH LOW AMBIENT KIT

DOWN TO -10°F, WINTER START CONTROL, AND

CRANKCASE HEATER.

ACI

ACO

FCO FLOOR CLEANOUT

ZURN Z1400 EXTRA-HEAVY-DUTY ADJUSTABLE

FLOOR CLEANOUT

30,000 BTU/H DUCTLESS SPLIT SYSTEM

INDOOR UNIT: MITSUBISHI MODEL #PKA-A30KA HI-WALL

MOUNTED AC-UNIT, 30.0 MBH TOTAL RATED COOLING

CAPACITY AT 80°/67°F INDOOR TEMP., 208V/1PH/60Hz,

1.00 MCA, 0.36 FLA, 15 AMP MOCP, 635 CFM (LO), 775 CFM

(HI). APPROXIMATE WEIGHT: 60 LBS., FURNISH WITH

FACTORY THERMOSTAT AND INTERNAL CONDENSATE

PUMP.

OUTDOOR UNIT: MITSUBISHI MODEL #PUY-A30NHA3

CONDENSING UNIT, 30.0 MBH TOTAL RATED COOLING

CAPACITY AT 95°/75°F OUTDOOR TEMP., 208V/1PH/60 Hz,

25.0 MCA, 13.0 FLA, 30 AMP MOCP. APPROXIMATE

WEIGHT: 200 LBS., FURNISH WITH LOW AMBIENT KIT

DOWN TO -10°F, WINTER START CONTROL, AND

CRANKCASE HEATER.

ACO

ACO

FAX: 916-737-6015

AINSWORTH ASSOCIATES

SACRAMENTO, CA 95820

3741 BUSINESS DR.

MECHANICAL ENGINEERS

JOB:

FAX: 775-329-9105

RENO, NV 89502

1420 HOLCOMB AVE., SUITE 201

TEL: 916-737-6014 TEL: 775-329-9100

www.aa-me.com

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

2016-095

C U s e rs

\R o g e r

G ra v e lle

\D o c u m e n ts

\2 -0

V

A R e n o P a rk in g G a ra g e V rg ra v e lle a a -m e .c o m

.r v t

/1

/2

:3 :4

A

M

MH001

LEGEND AND SCHEDULES PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 SA LW

BID DOCUMENTS

NOT SPRINKLERED

C. Patrick Cassady, COR

MH001 LEGEND AND SCHEDULES

MH002 PLUMBING CALCULATIONS

MH101 FIRST FLOOR MECHANICAL PLAN

MH102 SECOND FLOOR MECHANICAL PLAN

MH103 THIRD FLOOR MECHANICAL PLAN

MH104 FOURTH FLOOR MECHANICAL PLAN

MH105 ROOF MECHANICAL PLAN

MH501 MECHANICAL DETAILS

E 9- 3584

A S- 1216

E 9- 1206

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

E9-1206

AS-1216

E9-1235

E 9- 1206

A S- 1216

E 9- 1235

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E9-

AS-

E9-

E9-

AS-

E9-

E9-

AS-

E9-

E9-

AS-

E9-

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206 E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

E9-1206

AS-1216

E9-1235

E 9-

A S-

E 9-

E 9- 3584

A S- 1216

E 9- 1206

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 1206

A S- 1216

E 9- 1235

E9-

AS-

E9-

E9-

AS-

E9-

E9-

AS-

E9-

E9-

AS-

E9-

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133

STAIR 01

ELEVATOR

STAIR 02

8,411 SF

= 6" RWL

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133

STAIR 01

ELEVATOR

STAIR 02

4,516 SF

= 4" RWL

2,945 SF

= 4" RWL

11,401 SF

= 6" RWL

SEE LEVEL 3

2,865 SF

= 4" RWL

TOTAL EAST AREAS = 14,266 SF

= 6" MAIN RWL

TOTAL WEST AREAS = 15,872 SF

= 6" MAIN RWL

TOTAL DRAINAGE = 30,138 SF

= 8" BLDG. RWL (SEE LEVEL 1)

FAX: 916-737-6015

AINSWORTH ASSOCIATES

SACRAMENTO, CA 95820

3741 BUSINESS DR.

MECHANICAL ENGINEERS

JOB:

FAX: 775-329-9105

RENO, NV 89502

1420 HOLCOMB AVE., SUITE 201

TEL: 916-737-6014 TEL: 775-329-9100

www.aa-me.com

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

2016-095

C U s e rs

\R o g e r

G ra v e lle

\D o c u m e n ts

\2 -0

V

A R e n o P a rk in g G a ra g e V rg ra v e lle a a -m e .c o m

.r v t

/1

/2

:3 :5

A

M

MH002

PLUMBING CALCULATIONS PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 SA LW

BID DOCUMENTS

NOT SPRINKLERED

C. Patrick Cassady, COR

NSCALE: 1/16" = 1'-0" MH002

1DRAINAGE CALCS - LEVEL 3

NSCALE: 1/16" = 1'-0" MH002

2DRAINAGE CALCS - LEVEL 4

NOTE

DRAINAGE CALCULATIONS BASED UPON 2012 UPC.

NOTE

DRAINAGE CALCULATIONS BASED UPON 2012 UPC.

E 9- 12 06

E 9-

A S-

E 9-

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 12 06

A S- 12 16

E 9- 12 35

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E9-3584

AS-1216

E9-1206 E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206E9-1206

AS-1216

E9-1235

ELEVATOR

T E

L E

C O

M S

E C

U R

IT

Y

ELECTRICAL

STORAGE

STAIR 02

PARKING

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133

SP

ACO

ACI

24/24/24 SUMP

ACI

ACI

ELEVATOR

MACHINE

F L

FDC

4" CLASS I MANUAL

DRY-TYPE STANDPIPE,

SEE (TYP.)

F L

FL

F L

4" CLASS I MANUAL DRY-TYPE

STANDPIPE, SEE (TYP.)

8" RWL

BELOW SLAB

8" RWL, SEE CIVIL DWGS

FOR CONTINUATION.

I.E. = -4.20 FT.

6" RWL FROM ABOVE

TO BELOW SLAB

6" RWL FROM ABOVE

TO BELOW SLAB

4" RWL BELOW

SLAB

6" RWL

BELOW

SLAB

4" RWL BELOW

SLAB

4" RWL BELOW

SLAB

FDFD

FD

2" SUMP PUMP, DISCHARGE

6" ABOVE FINISHED GRADE

WITH SPLASH BLOCK

3" RWL FROM

ABOVE

3" RWL FROM

ABOVE TO

BELOW

3" RWL BELOW

SLAB

3"

FD

ACO

ACO

L L L

S S

S

INSTALL

REFRIGERANT LINES

TIGHT TO STRUCTURE

SEE

MH501

3/4" CONDENSATE DRAIN,

DISCHARGE 6" ABOVE

FINISHED GRADE

1" CONDENSATE DRAIN,

DISCHARGE 6" ABOVE

FINISHED GRADE

3/4" CONDENSATE DRAIN

FOR REFRIGERANT

PIPING, SEE

MH501

L

S

FOR REFRIGERANT

PIPING, SEE

MH501

6" CLEAN-OUT

8" CLEAN-OUT

6" RWL

BELOW SLAB

6" CLEAN-OUT

D

1" CONDENSATE

DRAIN

3/4" CONDENSATE

DRAIN

ALL HORIZONTAL FIRE PIPE TO BE

SLOPED 1/4" PER 12" MINIMUM

TOWARDS RISERS (TYP.)

MH501

MH501

FIRE-CAULK ALL

PENETRATIONS THROUGH

RATED WALLS (TYP.)

FAX: 916-737-6015

AINSWORTH ASSOCIATES

SACRAMENTO, CA 95820

3741 BUSINESS DR.

MECHANICAL ENGINEERS

JOB:

FAX: 775-329-9105

RENO, NV 89502

1420 HOLCOMB AVE., SUITE 201

TEL: 916-737-6014 TEL: 775-329-9100

www.aa-me.com

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

2016-095

C U s e rs

\R o g e r

G ra v e lle

\D o c u m e n ts

\2 -0

V

A R e n o P a rk in g G a ra g e V rg ra v e lle a a -m e .c o m

.r v t

/1

/2

:3 :5

A

M

MH101

FIRST FLOOR MECHANICAL PLAN PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 SA LW

BID DOCUMENTS

NOT SPRINKLERED

C. Patrick Cassady, COR

NSCALE: 1/8" = 1'-0" MH101

1LEVEL 1 MECHANICAL

A S-

E 9-

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 12 06

A S- 12 16

E 9- 12 35

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 35 84

A S- 12 16

E 9- 12 06

E9-3584

AS-1216

E9-1206

E9-3584

AS-1216

E9-1206

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133

STAIR 01

ELEVATOR

STAIR 02

4" CLASS I MANUAL DRY-

TYPE STANDPIPE

4" CLASS I MANUAL

DRY-TYPE STANDPIPE

6" RWL FROM

ABOVE TO BELOW

6" RWL FROM ABOVE

TO BELOW

4" RWL

BELOW SLAB

4" RWL

BELOW SLAB

4" RWL

BELOW SLAB

4" RWL

BELOW SLAB

FDFD

FD FD

3" RWL FROM

ABOVE TO

BELOW

3" RWL FROM

ABOVE TO

BELOW

FAX: 916-737-6015

AINSWORTH ASSOCIATES

SACRAMENTO, CA 95820

3741 BUSINESS DR.

MECHANICAL ENGINEERS

JOB:

FAX: 775-329-9105

RENO, NV 89502

1420 HOLCOMB AVE., SUITE 201

TEL: 916-737-6014 TEL: 775-329-9100

www.aa-me.com

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

2016-095

C U s e rs

\R o g e r

G ra v e lle

\D o c u m e n ts

\2 -0

V

A R e n o P a rk in g G a ra g e V rg ra v e lle a a -m e .c o m

.r v t

/1

/2

:4 :0

A

M

MH102

SECOND FLOOR MECHANICAL

PLAN

PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 SA LW

BID DOCUMENTS

NOT SPRINKLERED

C. Patrick Cassady, COR

NSCALE: 1/8" = 1'-0" MH102

1LEVEL 2 MECHANICAL

E 9- 12 06

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

E9-1206

AS-1216

E9-1235

E 9- 12 06

A S- 12 16

E 9- 12 35

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133

STAIR 01

ELEVATOR

STAIR 02

4" CLASS I MANUAL DRY-

TYPE STANDPIPE

4" CLASS I MANUAL

DRY-TYPE STANDPIPE

6" RWL FROM

ABOVE TO BELOW

6" RWL FROM

ABOVE TO BELOW

4" RWL

BELOW SLAB

4" RWL

BELOW SLAB

FD

FD

6" RWL

BELOW SLAB

4" RWL

BELOW SLAB

FD

FD

3" RWL FROM

ABOVE TO BELOW

3" RWL FROM

ABOVE TO

BELOW

FAX: 916-737-6015

AINSWORTH ASSOCIATES

SACRAMENTO, CA 95820

3741 BUSINESS DR.

MECHANICAL ENGINEERS

JOB:

FAX: 775-329-9105

RENO, NV 89502

1420 HOLCOMB AVE., SUITE 201

TEL: 916-737-6014 TEL: 775-329-9100

www.aa-me.com

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

2016-095

C U s e rs

\R o g e r

G ra v e lle

\D o c u m e n ts

\2 -0

V

A R e n o P a rk in g G a ra g e V rg ra v e lle a a -m e .c o m

.r v t

/1

/2

:4 :0

A

M

MH103

THIRD FLOOR MECHANICAL PLAN PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 SA LW

BID DOCUMENTS

NOT SPRINKLERED

C. Patrick Cassady, COR

NSCALE: 1/8" = 1'-0" MH103

1LEVEL 3 MECHANICAL

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

E9-1206

AS-1216

E9-1235

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 12 06

A S- 12 16

E 9- 12 35

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9-

A S-

E 9-

E 9- 35 84

A S- 12 16

E 9- 12 06

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133

STAIR 01

ELEVATOR

STAIR 02

4" CLASS I MANUAL

DRY-TYPE STANDPIPE

4" CLASS I MANUAL

DRY-TYPE STANDPIPE

6" RWL TO BELOW6" RWL TO BELOW

4" RWL

BELOW SLAB

FD

FD

6" RWL

BELOW SLAB

FD

FD

3" RWL TO

BELOW

3" RWL TO

BELOW

3" RWL FROM

ABOVE

3" RWL FROM

ABOVE

3" RWL

4" RWL

BELOW SLAB

4" RWL

BELOW SLAB

3"

FAX: 916-737-6015

AINSWORTH ASSOCIATES

SACRAMENTO, CA 95820

3741 BUSINESS DR.

MECHANICAL ENGINEERS

JOB:

FAX: 775-329-9105

RENO, NV 89502

1420 HOLCOMB AVE., SUITE 201

TEL: 916-737-6014 TEL: 775-329-9100

www.aa-me.com

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

2016-095

C U s e rs

\R o g e r

G ra v e lle

\D o c u m e n ts

\2 -0

V

A R e n o P a rk in g G a ra g e V rg ra v e lle a a -m e .c o m

.r v t

/1

/2

:4 :1

A

M

MH104

FOURTH FLOOR MECHANICAL

PLAN

PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 SA LW

BID DOCUMENTS

NOT SPRINKLERED

C. Patrick Cassady, COR

NSCALE: 1/8" = 1'-0" MH104

1LEVEL 4 MECHANICAL

A S-

E9-1206

AS-1216

E9-1206

AS-1216

E 9- 35 84

A S- 12 16

E 9- 12 06

E 9-

A S-

E 9-

A S-

E 9- 12 06

A S- 12 16

E 9- 12 35

AS-1216

E9-1206

H

2 4 5 6 7 8 9 10 11 14

G

F

E

B

A

D

C

12 133

4" FIRE

DEPARTMENT

CONNECTION

2" RD

4" FIRE

DEPARTMENT

CONNECTION

2" RD

FAX: 916-737-6015

AINSWORTH ASSOCIATES

SACRAMENTO, CA 95820

3741 BUSINESS DR.

MECHANICAL ENGINEERS

JOB:

FAX: 775-329-9105

RENO, NV 89502

1420 HOLCOMB AVE., SUITE 201

TEL: 916-737-6014 TEL: 775-329-9100

www.aa-me.com

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

2016-095

C U s e rs

\R o g e r

G ra v e lle

\D o c u m e n ts

\2 -0

V

A R e n o P a rk in g G a ra g e V rg ra v e lle a a -m e .c o m

.r v t

/1

/2

:4 :2

A

M

MH105

ROOF MECHANICAL PLAN PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 SA LW

BID DOCUMENTS

NOT SPRINKLERED

C. Patrick Cassady, COR

NSCALE: 1/8" = 1'-0" MH105

1ROOF MECHANICAL

UNION

CHECK VALVE

3" DISCHARGE-

SP-1

24" x 24" x 24"

REINFORCED

CONCRETE SUMP

PROVIDE

SLOTTED GRATE

SEE PLANS FOR LOCATION

PUMP PLUG, CONNECT TO SINGLE NON-GFI RECEPTACLE

SWITCH PLUG, CONNECT TO SINGLE NON-GFI RECEPTACLE

ALARM "ON" LEVEL - ZOELLER 10-0126

"ON" LEVEL

"OFF" LEVEL

ZOELLER 10-0229

ADAPTER FITTING

TO POWER SUPPLY

ZOELLER ALARM WITH LOCAL

AUDIBLE, LOCATE OUTSIDE

PIT/HOISTWAY/MACHINE ROOM.

CONDUIT PENETRATION THRU

BLDG. WALL TO SERVE ALARM

PANEL, COORDINATE WITH

STRUCTURAL ENGINEER

UNINSULATED PIPE

INSULATED PIPEINSULATED COPPER PIPE

UNINSULATED COPPER PIPE

HANGER ROD

SUPERSTRUT

C-710 OR EQUAL

SUPERSTRUT

CT-727 OR EQUAL

PIPE

HANGER ROD

SUPERSTRUT

C-710 OR EQUAL

SUPERSTRUT

CT-727 OR EQUAL

INSULATION

PIPE

SHIELD BETWEEN

INSULATION AND

HANGER

AC

SUCTION O.D.LIQUID O.D.SYMBOL

REFRIGERANT LINE SIZES

INDOOR AC UNIT

S

L

DX COIL

FILTER/DRYER AND

SITEGLASS PER

MANUFACTURER'S

RECOMMENDATIONS

PAD MOUNTED

OUTDOOR

CONDENSING UNIT

ALL REFRIGERANT PIPING:

INSULATED TYPE 'L' HARD

COPPER, SEE SCHEDULE

FOR LINE SIZES

GRADE

3/8" 5/8"

4" LIGHTWEIGHT

CONCRETE PAD

AC

AC

1/4" 1/2"

GAUGE ASS'Y

FIRE DEPT. CONNECTIONS

SEAL PENETRATIONS

SPILL TO GRADE

PRIMARY RISER DRAIN

LANDING OUTLET VALVE (TYP)

MANUAL AIR VENT

FAX: 916-737-6015

AINSWORTH ASSOCIATES

SACRAMENTO, CA 95820

3741 BUSINESS DR.

MECHANICAL ENGINEERS

JOB:

FAX: 775-329-9105

RENO, NV 89502

1420 HOLCOMB AVE., SUITE 201

TEL: 916-737-6014 TEL: 775-329-9100

www.aa-me.com

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

2016-095

C U s e rs

\R o g e r

G ra v e lle

\D o c u m e n ts

\2 -0

V

A R e n o P a rk in g G a ra g e V rg ra v e lle a a -m e .c o m

.r v t

/1

/2

:5 :4

A

M

MH501

MECHANICAL DETAILS PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 SA LW

BID DOCUMENTS

NOT SPRINKLERED

C. Patrick Cassady, COR

SCALE: NONE MH501

1ELEVATOR SUMP PUMP

SCALE: NONE MH501

2PIPE HANGER

SCALE: NONE MH501

3REFRIGERANT PIPING

SCALE: NONE MH501

4MANUAL DRY STANDPIPE

Sheets
GI000 - COVER SHEET

File details come from the government source that posted it.