691-20-150.603.DRAWINGS - 2.pdf

S

UP

UP

UPUP

A

C

D

1 2 3

EMERGENCY

ELECTRIC

239 SF / 0 SF

CONTROL

STATION (3

WORK

STATIONS)

205 SF / 275 SF

BREAK ROOM

147 SF / 160 SF

PLANT LEADER

OFFICE

108 SF / 100 SF

PARTS

STORAGE

(LARGE PARTS

ON SHELVES &

FLOOR)

221 SF / 231 SF

ANHYDROUS

AMMONIA AND

PROPANE

60 SF / 0 SF

LOCKER RM

65 SF / 200 SF

UNISEX TOILET

54 SF / 80 SF

SHOWER /

CHANGING

ROOM

61 SF / 60 SF

TOOL STORAGE

160 SF / 198 SF

STORAGE

69 SF / 75 SF

BOILER ROOM

5804 SF / 3200 SF

ELEVATOR,

PASSENGER/LT

SERVICE

91 SF / 60 SF

ELV#1 CIRCULATION

360 SF /

STAIR #2

59 SF /

ST#2

FIRE PUMP RM

(1-HR)

154 SF / 0 SF

GENERATOR

390 SF / 0 SF

UNIT

SUBSTATION

380 SF / 0 SF

LEGEND - FUNCTIONAL AREA

ADMINISTRATION SUPPORT AREA

ANCILLARY SUPPORT AREA

CIRCULATION

RECEIVING AND STORAGE AREA

STEAM GENERATION AREA

87654

B

WORKBENCH

WORKBENCH /

REPAIR AREA

69 SF / 75 SF

1001A

PIPE CHASE

UTILITY TUNNEL

STAIR #1

85 SF /

ST#1

C.1

C.3

C.5

C.7

C.8

A

C

D

2 3 9

ELEVATOR,

PASSENGER/LT

SERVICE

91 SF / 60 SF

ELV#1 ELEC RM

91 SF / 150 SF

PARTS

STORAGE

(SMALL PARTS

ON SHELVES)

260 SF / 287 SF

CATWALK

1171 SF /

CIRCULATION

64 SF /

LEGEND - FUNCTIONAL AREA

ADMINISTRATION SUPPORT AREA

ANCILLARY SUPPORT AREA

CIRCULATION

RECEIVING AND STORAGE AREA

TELECOMMUNICATIONS SUPPORT AREA

87654

B

COMM RM

95 SF / 0 SF

UNISEX TOILET

71 SF / 60 SF

CIRCULATION

221 SF /

OPEN

TO

BELOW

CONFERENCE /

OFFICE

309 SF / 150 SF

C.1

C.3 C.5

C.7

C.8

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:3

P M

AE001

FUNCTIONAL FLOOR PLANS

LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

8'

SCALE : 1/16" = 1'-0"

0 16' 32'

SCALE: 1/16" = 1'-0"

F5

FUNCTIONAL FLOOR PLAN LEVEL 1

SCALE: 1/16" = 1'-0"

C5

FUNCTIONAL FLOOR PLAN LEVEL 2

LEVEL 1 FUNCTIONAL NET

FUNCTIONAL AREA REQ. AREA DELTA

0 SF 44 SF 0

ADMINISTRATION SUPPORT AREA 600 SF 434 SF -166

RECEIVING AND STORAGE AREA 504 SF 450 SF -54

STEAM GENERATION AREA 3550 SF 6078 SF 2'528

LEVEL 1 - TOTAL NSF: 12 4654 SF 7006 SF 2'308

LEVEL 2 FUNCTIONAL NET

FUNCTIONAL AREA REQ. AREA DELTA

ADMINISTRATION SUPPORT AREA 210 SF 380 SF 170

RECEIVING AND STORAGE AREA 287 SF 260 SF -27

LEVEL 1 - TOTAL NSF 497 SF 639 SF 142

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

STATE OF CAL I FORN

IA25

A A

CC

DD

F1

AE301

E1

AE301

F6

AE301

E6

AE302

B3

AE301

D6

AE302

D6

AE302

F2

AE302

BB

D5

AE303

B5

AE303

F1

AE302

F1

AE303

D1

AE303

B1

AE303

F5

AE303

C.1C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

F1

AE314

273.00

BUILDING OUTLINE ABOVE

FUTURE UTILITY TUNNEL

PIPE CHASE

KNOCK-OUT PANEL

ELEVATOR PIT

UNDERGROUND INDUSTRIAL WATER STORAGE

(1599.0 SF / 12'-0" DEPTH / 19,188 CF)

(SEE STRUCTURAL DRAWINGS)

UNDERGROUND FIRE WATER STORAGE

(1922.9 SF / 13'-0" DEPTH / 24,997.7 CF)

(SEE STRUCTURAL DRAWINGS)

FUTURE UTILITY TUNNEL

LINE OF LOW

CMU WALL

ABOVE

AE403

F7

80' - 1 1/2"

/2

BUILDING OUTLINE ABOVE

1'

V D

V D

V D

VD004

/2

CONCRETE SLAB

OUTLINE ABOVE

CONCRETE SLAB

OUTLINE ABOVE

/2

/2

10' - 0"

1/ 2"

/2

64' - 7 1/2"

75' - 0"

10' - 4 1/2"

9'

14' - 6"

10' - 0"

7' - 2"

F4

AE314

1'

1'

71' - 5 1/2"

269'-6"

VAULT FF

271'-0"

270'-0"

TANK FF

OPENINGS BELOW

3'

3'

19.54°

19.54°

275'-6"

273'-0"

280'-6"

AF65

AF58

AF59

WP07

WP07

WP01

F8

AE314

0.

109.56°

109.54°

0.

109.54° 70.46°

WP01

WP04

WP01

WP04

WP04

WP04

WP07WP07

WP04WP05WP05WP05WP05

WP01

WP05 WP05 WP05 WP05

WP07

WP07

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:4

P M

AE100

FLOOR PLAN - UNDERGROUND

LEVEL - TANK STRUCTURESLEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

Revisions: Date:

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

F1

FLOOR PLAN - UNDERGROUND LEVEL - TANK STRUCTURES

GENERAL NOTES

1. REFER TO AE111 FOR ALL KEYNOTES.

2. ALL BELOW-GRADE SPACES ARE OVER EXCAVATED TO

FACILITATE POSITIVE-SIDE WATERPROOFING APPLICATION.

KEYNOTE LEGEND

AF58 ACCESS HATCH ABOVE - SEE D5/AE571

AF59 LADDER - STAINLESS STEEL

AF65 48" X 48"X 24"D SUMP PIT

WP01 REFER TO WATERPROOFING MATRIX ON SHEET AE100

WP04 REFER TO WATERPROOFING MATRIX ON SHEET AE100

WP05 REFER TO WATERPROOFING MATRIX ON SHEET AE100

WP07 REFER TO WATERPROOFING MATRIX ON SHEET AE100

WATERPROOFING MATRIX

WATERPROOFING SYSTEM BOD APPLICATION/ LOCATION SPEC SECTION

WP01 SELF-ADHERED SHEET

WATERPROOFING

PREPRUFE 800PA BACKFILLED WALLS, BELOW

GRADE VERTICAL SURFACES

07 13 26

WP02 SELF-ADHERED SHEET

WATERPROOFING

BITUTHENE 3000 SLOPED HORIZONTAL SURFACES,

2 LAYERS OVER DECK PREP

07 13 26

WP03 PRE-APPLIED UNDERSLAB

WATERPROOFING

PREPRUFE 300R PLUS UNDER-SLAB TANK OR TUNNEL

CONDITION

07 13 26

WP04 COLD FLUID-APPLIED

WATERPROOFING (TANK)

CIM 1000 (NON-POTABLE,

CIM 1061 (POTABLE) 90 MIL

07 14 16WATER TANK/ WATER WELL

INTERIOR SURFACE

WP05 VEHICULAR TRAFFIC

WATERPROOFING

KEMPER 2K PUR

REINFORCED, 80 MIL

07 18 14SERVICE AREA, INSIDE FUEL TANKS

(FLOOR & UP TO HEIGHT OF 4'),

EXPOSED CONCRETE SLAB/ FLOOR

WP06 NOT USED

WP07 VAPOR/ METHANE BARRIER EPRO, SPRAY ON

ELASTOMERIC

GEOMEMBRANE SYSTEM

03 30 00UNDERSLAB & ALL BACKFILL

WALLS AROUND BUILDING

WP08 WATER REPELLENT

COATING

PENETRATING WATER

REPELLENT

07 19 00EXTERIOR EXPOSED CMU

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

DD

F1

AE301

E1

AE301

F6

AE301

E6

AE302

B3

AE301

D6

AE302

F2

AE302

BB

46' - 0" 16' - 0" 22' - 10" 17' - 0" 31' - 0" 17' - 0" 21' - 6" 30' - 0"

6'

1"

2'

0"

1'

3'

6'

201' - 4"

286.00

155' - 4"

(0'-0")

(OPEN TO UTILITY

TUNNEL BELOW)

D3

AE302

286.50

6" 9'

31' - 8 1/2" 4"

(ELEVATOR

SHAFT )

1' - 10" 6' - 2"

7 1/2"3' - 9 1/2"

2'

/2

3'

/2 " 3'

4'

/2

3'

9" 9'

/2

5"

2'

3'

7'

/2

1/

2" 1'

5' - 0"

15' - 8"

7 1/2"

6'

/2

6"

1/

2"

1/

2"

4' - 4 1/2"

6"

4 1/2"

5"

7 1/2"

1'

/2

6'

4' - 3"

5 1/2"

24' - 0" 24' - 0"

6"

6"

6"

3'

5'

AF13

MP01

MP04

MP01

MP01

AF12

AF12

AF22

2% S

LO

P

E

2% S

LO

P

E

D5

AE303

B5

AE303

EQEQ 4' - 0"

2'

19' - 0 1/2" 10' - 0" 5' - 8" 10' - 0" 21' - 7" 10' - 0" 7' - 2" 10' - 0"

3'

/2

AF20

AF32

AF32

AF32

AF43

AF34

AF43

2% S

LO

P

E

16' - 10 1/2"

3'

6" 2' - 11"

4"

2' - 8"

8"

2' - 8"

6"

3' - 0"

0"

6"

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

286.33

286.33

286.50

286.33

286.33

286.33

286.33

284.75

10' - 2" 4' - 1 1/2" 11' - 3" 9' - 1" 20' - 1" 7' - 1" 4' - 5 1/2" 5' - 8" 3' - 1" 6' - 0"

286.50

7'

2'

7'

1/ 2"

1'

1/ 2"

1'

3'

/2

9' - 3"

3'

2'

1"

4'

5'

5' - 6"

1' - 6 1/2"

6' - 0"

1' - 6 1/2"

1'

4" 6'

AF45

AF45

AF45

AF12

F1

AE302

14' - 1 1/2"

13' - 0"

7'

0"

4"

1'

1'

15' - 2 1/2"

4 1/2" 7 1/2"D1

AE550

3'

2'

3'

19' - 6 1/2" 28' - 5 1/2" 19' - 6 1/2" 3' - 3"

1'

" 1'

4'

/2

1'

2' - 2" 2' - 6"

5'

1'

1'

1'

2' - 1" 5' - 0"

1' - 4 1/2"

2' - 10 1/2" 7' - 0"

6' - 4"

4' - 8"

7'

F5

AE303

1.04 % SLOPE

7'

/2

7'

/2

1.

S

LO

P

E

1.

S

LO

P

E

1.

S

LO

P

E

1.

S

LO

P

E

1.04 % SLOPE

1.04 % SLOPE1.04 % SLOPE

1.

1.

3'

3'

3'

284.50

1.04 % 1.04 %

1.04 % 1.04 %

1.04 % 1.04 %

6'

1' - 4"

6'

3'

7 1/2"

7' - 4 1/2"

4" 14' - 3"

7 1/2"

7' - 5"

284.75

3'

MP01

1.04 % 1.04 %

286.33

286.33

286.33

1'

/2

1'

6' - 0" 2' - 2"

4 1/2" 4" 6' - 0" 1'

1'

MP01MP01

284.75

284.75

286.33

286.33

286.33

286.33

280.50

5'

" 10

1'

2'

/2

6' - 0"

1' - 5 1/2" 284.75

284.75

284.75

286.50 286.50286.50

MP01

8" 3' - 2"

AF13

AF13 AF13

MP01

MP01

/2

1'

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

3" 1' - 2" 3" 1' - 2" 3" 1' - 2" 3" 1' - 2"

2' - 1 1/2"

1"

5"

16' - 1"

3" 1' - 2" 3" 1' - 2" 3" 1' - 2" 3" 1' - 2"

2' - 3"

284.50

1.04 % SLOPE1.04 % SLOPE

22' - 6"22' - 6" 45' - 0"

MP05 MP05

1'

7 1/2"

286.33286.33

286.33

286.00

286.33

286.33

286.33

MP05 MP05

MP05

TYP.

2'

2'

46' - 0" 1' - 0"

8" 9'

6"

6"

6"

6"

5"

2'

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

AF64

4'

4' - 8"

4' - 0"

C.1C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

1' - 1 1/2"

F1

AE314

F4

AE314

36' - 4"

15' - 8" 15' - 8"

2' - 6"

3'

3'

AF35

AS16

AF34

8'

1'

3'

6' - 4" 1' - 0" 17' - 8" 1' - 0" 6' - 4" 5' - 2"

MP06MP06

7' - 2" 1' - 4" 5' - 6" 1' - 4" 8' - 10"

6'

1'

7'

1'

3'

1'

TYP

4' - 0"

TYP

4' - 0"

7' - 2" 18' - 4" 21' - 6"

3'

5'

/2

2' - 2"

1' - 0"

8' - 0"

281' - 10"

4' - 4" 6' - 4"

F8

AE314

MP04

135°

135°

WP05

WP05

284' - 6"

284' - 6"

2' - 0 1/2"

284' - 9"

11" 1' - 4"

2' - 6"

WP05

WP05

F7/AE560 @ ALL JOINTS

FOR WATERPROOFING

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE SLAB UNLESS

NOTED OTHERWISE.

2. ARCHITECTURAL FINISH DATUM ELEVATION = 286'-0".

3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

4. ALL CATWALK DIMENSIONS SHOWN ARE TO THE HEEL OF THE

SUPPORT CHANNEL SUPPORTS

TRENCH DRAIN WITH

METAL GRATE COVER

RECESSED ENTRY MAT

CONCRETE CURB

CONCRETE HOUSING PAD

CONCRETE SLAB/SLAB ON GRADE -

SEE STRUCTURAL

EXTERIOR CONCRETE SLAB - SEE CIVIL

UTILITY TRENCH WITH

REMOVABLE SOLID COVER

TRENCH DRAIN WITH

REMOVABLE CONCRETE COVER

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:5

P M

AE101

SLAB PLAN - LEVEL 1

LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

F1

SLAB PLAN LEVEL 1 OVERALL

GENERAL NOTES

4'

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

0 8' 16'

KEYNOTE LEGEND

AF12 FLOOR DRAIN - TYP

AF13 6" HIGH CONCRETE PAD

AF20 RECESSED SLAB WITH WALK-OFF MAT - SEE SHEET AF111

AF22 6" HIGH CONCRETE CURB

AF32 32" DIA. HATCH TYP.

AF34 16" THICK CONCRETE UNDERGROUND VAULT WALL TYP.

AF35 12" THICK CONCRETE UNDERGROUND VAULT WALL TYP.

AF43 CMU RETAINING WALL WITH METAL FENCE ON TOP - SEE CIVIL

AND LANDSCAPE DRAWINGS

AF45 CONCRETE FLOOR SLOPE TO FLOOR DRAIN (1/4":12" SLOPE)

AF64 FIRE WATER WET PIT

AS16 UNDERGROUND RESERVED FUEL STORAGE TANKS

MP01 TRENCH DRAIN WITH METAL GRATE COVER

MP04 UTILITY TRENCH WITH REMOVABLE SOLID COVER

MP05 FLOOR DRAIN - SEE PLUMBING DRAWINGS

MP06 TRENCH DRAIN WITH REMOVABLE CONCRETE COVER

WP05 REFER TO WATERPROOFING MATRIX ON SHEET AE100

LEGEND

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

C.2

3.9

1.8

E

A A

CC

DD

F1

AE301

E1

AE301

F6

AE301

E6

AE302

B3

AE301

D6

AE302

F2

AE302

BB

ROOF BELOW

ROOF BELOW

16' - 0" 22' - 10" 17' - 0" 31' - 0" 17' - 0" 21' - 6" 30' - 0"

6'

1"

2'

0"

1'

3'

6'

201' - 4"

46' - 0"

AF14

AF14

16' - 0" 22' - 10" 17' - 0" 31' - 0" 17' - 0" 21' - 6" 30' - 0"

155' - 4"

D3

AE302

(ELEVATOR

SHAFT )

5" 7' - 4" 5" 5' - 4"

9'

1/

2" 7'

1/

2"1 1/

2"

2'

0"

1/

2"

1/

2" 3'

4'

7'

9' - 0" 4 1/2"

25' - 8"4' - 2"

AF20

AF15

AF22

AF12

AF23

AF06

298.00 C5

AE401

7' - 5 1/2" 18' - 0 1/2" 3' - 6" 12' - 2" 3' - 6" 28' - 1" 3' - 6" 17' - 2" 10' - 4" 4' - 7"

3'

4'

3'

S T

A

IR

7'

/2

1"

4'

/2

1'

296.40

298.00

D5

AE303

AF22

2' - 11"

STAIR

6"

303.83

AF45

F1

AE302

17' - 4 1/2"

9'

/2

D4

AE550

OPEN TO

BELOW OPEN TO

BELOW

302.29 302.29 302.29 302.29

304.00

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

AF06AF06

AF06AF06

AF68

AF14

AF14

AF14

AF14

AF14

AF14

AF14

AF14 AF14 AF14

6"

303.67

3' - 2"

2'

3' - 4"

303.67

303.33

303.67

5" 21' - 10 1/2" 2' - 4 1/2"

1'

4" 2'

C.1

C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

F1

AE314

F4

AE314

TYP

C6

AE574

1' - 0"TYP TYP

TYP

10' - 3"

WP05

303' - 4" B7

AE531

sl op e

1/ 4"

/f t

3' - 6" 3' - 5" 13' - 8" 3' - 6"

3'

11' - 11" 1' - 11"

4'

ON TOP OF LAB

1. ALL DIMENSIONS ARE TO FACE OF CONCRETE SLAB UNLESS

NOTED OTHERWISE.

2. ARCHITECTURAL FINISH DATUM ELEVATION = 286'-0".

3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

4. ALL CATWALK DIMENSIONS SHOWN ARE TO THE HEEL OF THE

SUPPORT CHANNEL SUPPORTS

TRENCH DRAIN WITH

METAL GRATE COVER

RECESSED ENTRY MAT

CONCRETE CURB

CONCRETE HOUSING PAD

CONCRETE SLAB/SLAB ON GRADE -

SEE STRUCTURAL

EXTERIOR CONCRETE SLAB - SEE CIVIL

UTILITY TRENCH WITH

REMOVABLE SOLID COVER

TRENCH DRAIN WITH

REMOVABLE CONCRETE COVER

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:0

P M

AE102

SLAB PLAN - LEVEL 2

LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

F1

SLAB PLAN LEVEL 2- OVERALL

GENERAL NOTES

4'

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

0 8' 16'

KEYNOTE LEGEND

AE24 GLAZING

AF06 CATWALK - METAL GRATE

AF12 FLOOR DRAIN - TYP

AF14 REMOVABLE SAFETY RAILING AND FALL PROTECTION

AF15 STEAM FEED RISER LINE WITH INSULATION - SEE MECHANICAL

DRAWINGS

AF20 RECESSED SLAB WITH WALK-OFF MAT - SEE SHEET AF111

AF22 6" HIGH CONCRETE CURB

AF23 REDIRECT STEAM FEED RISER LINE

AF45 CONCRETE FLOOR SLOPE TO FLOOR DRAIN (1/4":12" SLOPE)

AF68 LADDER TO UPPER LANDING

WP05 REFER TO WATERPROOFING MATRIX ON SHEET AE100

LEGEND

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

C

C

DD

F1

AE301

E1

AE301

F6

AE301

E6

AE302

B3

AE301

D6

AE302

D6

AE302

F2

AE302

B

B

273.00

BUILDING OUTLINE ABOVE

FUTURE UTILITY TUNNEL

PIPE CHASE

12' - 0"

6" CONCRETE

KNOCK-OUT PANEL -

SEE STRUCTURAL

DRAWINGS

13' - 0"

ELEVATOR PIT

9'

UNDERGROUND INDUSTRIAL WATER STORAGE

(1599.0 SF / 12'-0" DEPTH / 19,188 CF)

(SEE STRUCTURAL DRAWINGS)

UNDERGROUND FIRE WATER STORAGE

(1922.9 SF / 13'-0" DEPTH / 24,997.7 CF)

(SEE STRUCTURAL DRAWINGS)

AF17

FUTURE UTILITY TUNNEL

LINE OF LOW

CMU WALL ABOVE

AE403

F7

80' - 1 1/2"

/2

BUILDING OUTLINE ABOVE

70°

1'

1' - 0" 1' - 0"

10' - 0"

2' - 0"2'

D5

AE303

B5

AE303

F U

E L

T A

N K

6'

2'

1'

14' - 8"

2'

1'

2'

1' - 4"

6' - 10"

8' - 10"

1' - 4"

4'

0"

1'

"2'

1/ 2"

V D

V D

V D

VD004

AF17

AF36AF36

AF33 AF36

AF33

AF36

AF17

AF17

AF36AF36AF36AF36

AF40

1' - 4" 1' - 0" 17' - 8" 1' - 0"

1' - 4"

/2

1'

7'

1'

3'

1'

1'

1'

3'

0"

CONCRETE SLAB

OUTLINE ABOVE

CONCRETE SLAB

OUTLINE ABOVE

AS16AS16

AS16AS16

AF43

AF35

AF34

AF34

MP04

F1

AE302

AF74

F U

E L

T A

N K

10' - 6"10' - 6"2' - 7" 2' - 7"

1' - 0"

2' - 7" 2' - 7"

/2

/2

10' - 0"

1/ 2"

/2

64' - 7 1/2"

75' - 0"

10' - 4 1/2"

F1

AE303

D1

AE303

14' - 6" 10' - 0"

7' - 2"

B1

AE303

AF58

AF58

AF58

AF58

AF59

AF59

AF59

AF59

AF60

AF60

AF60

AF61

AF62

AF63

AF62

AF63

AF64

F5

AE303

AF65

AF65

7'

6'

AF69

C.1C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

F1

AE314

3' - 0"

F4

AE314

269'-6"

VAULT FF

270'-0"

TANK FF

MP04

slope slope

AF75

271'-0"

275'-6"

280'-6"

F8

AE314

FLOOR PLAN LEGEND

WATER PROOFING BARRIER

CMU - CONCRETE MASONRY BLOCK

5/8" GYP BD - ONE SIDE over METAL

STUDS - INFILL WITH R13 BATT

INSULATION - TO DECK ABOVE

1 HR FIRE RATED BARRIER

5/8" GYP BD - ONE SIDE - OVER 3-5/8"

METAL STUD OVER 1-1/2" CONTINUOUS

POLYISO RIGID INSULATION (TO DECK

ABOVE) - OVER CMU - CONCRETE

MASONRY BLOCK

5/8" GYP BD - ONE SIDE - OVER

METAL STUDS

EARTH GRADE / SOIL

CONCRETE

TRENCH W/ METAL GRATE COVER (MP01)

FUEL VAULT UNDERGROUND

CONCRETE WALL

TRENCH W/ REMOVABLE

SOLID COVER (MP04)

1. ALL DIMENSIONS ARE TO FACE OF STUD AND FACE OF CMU

UNLESS NOTED OTHERWISE.

2. THICKNESS OF CONCRETE MASONRY UNITS ARE NOMINAL

NOTED OTHERWISE.

3. ARCHITECTURAL FINISH DATUM ELEVATION = 286.00'.

4. REFER TO SYMBOL LEGEND ON SHEET GI003 FOR GENERAL

NOTES, SYMBOL LEGEND AND ABBREVIATIONS.

5. REFER TO SHEET AE101 AND AE102 FOR FLOOR SLAB

DIMENSIONS.

6. REFER TO SHEET AE601 FOR DOOR SCHEDULE.

7. REFER TO SHEET AE603 FOR WINDOW AND FRAME TYPES.

8. REFER TO SHEET AE511 FOR WALL TYPES.

9. METHANE BARRIER - SEE METHANE MITIGATION DRAWINGS.

10. PROVIDE CORNER GUARD TO ALL METAL STUDS CORNER WALL .

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:1

P M

AE110

FLOOR PLAN - UTILITY TUNNEL

LEVELLEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

F1

FLOOR PLAN - UNDERGROUND LEVEL

4'

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

0 8' 16'

GENERAL NOTES

KEYNOTE LEGEND

AF17 PIT ACCESS LADDER (WALL MOUNTED)

AF33 24" X 24" X 24"D SUMP PUMP PIT TYP.

AF34 16" THICK CONCRETE UNDERGROUND VAULT WALL TYP.

AF35 12" THICK CONCRETE UNDERGROUND VAULT WALL TYP.

AF40 REFER TO METHANE DRAWINGS FOR BELOW SLAB METHANE

MITIGATION SYSTEM

AF43 CMU RETAINING WALL WITH METAL FENCE ON TOP - SEE CIVIL

AND LANDSCAPE DRAWINGS

AF58 ACCESS HATCH ABOVE - SEE D5/AE571

AF59 LADDER - STAINLESS STEEL

AF60 SUPPLY WATER PIPE/VALVE - SEE MECHANICAL (DUCKBILL

NOOZLE FROM BELOW)

AF61 PRESSURE ULTRASONIC TRANSDUCER - SEE

ELECTRICAL/MECHANICAL

AF62 FLOOR DRAIN - SEE PLUMBING

AF63 BOILER TANK FIRE WATER SUPPLY

AF64 FIRE WATER WET PIT

AF65 48" X 48"X 24"D SUMP PIT

AF69 30" X 30" X 48"D SUMP PUMP

AF74 36" X 24" X 36"D SUMP PUMP PIT TYP.

AF75 12"WX16"LX6"H OPENING IN BOTTOM OF WALL TYP.

AS16 UNDERGROUND RESERVED FUEL STORAGE TANKS

MP04 UTILITY TRENCH WITH REMOVABLE SOLID COVER

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

V A N

UP

UP

1. ALL DIMENSIONS ARE TO FACE OF STUD AND FACE OF CMU

UNLESS NOTED OTHERWISE.

2. THICKNESS OF CONCRETE MASONRY UNITS ARE NOMINAL

NOTED OTHERWISE.

3. ARCHITECTURAL FINISH DATUM ELEVATION = 286.00'.

4. REFER TO SYMBOL LEGEND ON SHEET GI003 FOR GENERAL

NOTES, SYMBOL LEGEND AND ABBREVIATIONS.

5. REFER TO SHEET AE101 AND AE102 FOR FLOOR SLAB

DIMENSIONS.

6. REFER TO SHEET AE601 FOR DOOR SCHEDULE.

7. REFER TO SHEET AE603 FOR WINDOW AND FRAME TYPES.

8. REFER TO SHEET AE511 FOR WALL TYPES.

9. METHANE BARRIER - SEE METHANE MITIGATION DRAWINGS.

10. PROVIDE CORNER GUARD TO ALL METAL STUDS CORNER WALL .

FLOOR PLAN LEGEND

WATER PROOFING BARRIER

CMU - CONCRETE MASONRY BLOCK

5/8" GYP BD - ONE SIDE over METAL

STUDS - INFILL WITH R13 BATT

INSULATION - TO DECK ABOVE

1 HR FIRE RATED BARRIER

5/8" GYP BD - ONE SIDE - OVER 3-5/8"

METAL STUD OVER 1-1/2" CONTINUOUS

POLYISO RIGID INSULATION (TO DECK

ABOVE) - OVER CMU - CONCRETE

MASONRY BLOCK

5/8" GYP BD - ONE SIDE - OVER

METAL STUDS

EARTH GRADE / SOIL

CONCRETE

TRENCH W/ METAL GRATE COVER (MP01)

FUEL VAULT UNDERGROUND

CONCRETE WALL

TRENCH W/ REMOVABLE

SOLID COVER (MP04)

A A

CC

DD

LOADING DOOR

ENTRY

BOILER #4

WORKBENCH

LINE OF CATWALK ABOVE

BOILER #3 BOILER #2 BOILER #1

LOADING DOOR

EMERGENCY

ELECTRIC

239 SF / 0 SF

1017 CONTROL

STATION (3

WORK

STATIONS)

205 SF / 275 SF

BREAK ROOM

147 SF / 160 SF

PLANT LEADER

OFFICE

108 SF / 100 SF

PARTS

STORAGE

(LARGE PARTS

ON SHELVES &

FLOOR)

221 SF / 231 SF

ANHYDROUS

AMMONIA AND

PROPANE

60 SF / 0 SF

LOCKER RM

65 SF / 200 SF

UNISEX TOILET

54 SF / 80 SF

SHOWER /

CHANGING

ROOM

61 SF / 60 SF

TOOL STORAGE

160 SF / 198 SF

STORAGE

69 SF / 75 SF

BOILER ROOM

5804 SF / 3200 SF

ELEVATOR,

PASSENGER/LT

SERVICE

91 SF / 60 SF

ELV#1

CIRCULATION

360 SF /

STAIR #2

59 SF /

ST#2

FIRE PUMP RM

(1-HR)

154 SF / 0 SF

AE201

B1

AE201

F1

AE201

D1

AE201

D5

F1

AE301

E1

AE301

F6

AE301

E6

AE302

B3

AE301

GENERATOR

390 SF / 0 SF

UNIT

SUBSTATION

380 SF / 0 SF

46' - 0" 16' - 0" 22' - 10" 17' - 0" 31' - 0" 17' - 0" 21' - 6" 30' - 0"

6'

1"

2'

0"

1'

3'

6'

201' - 4"

D6

AE302

FUTURE CUP

F2

AE302

FUTURE

UTILITY

TUNNEL

15' - 9" 31' - 7" 17' - 2"

REMOVABLE

FRAME AND

LOUVERS

BB

16' - 0" 22' - 10" 17' - 0" 31' - 0" 17' - 0" 21' - 6" 30' - 0"

155' - 4"

PIPE CHASE

CLR

5' - 0"

AF04

FUTURE UTILITY TUNNEL

AE412

F8

VESTIBULE

64 SF /

AE413

C5

AE413

F5

AE412F4 F1

AE410

F1

AE410

C1

AE411

F8

23' - 11 1/2"

AE414

F8

F E

C

F E

C

STAIR #1

85 SF /

ST#1

9'

AF15

AF16

TYP

MP01

AE403

E7

(OPEN TO UTILITY

TUNNEL BELOW)

AE401

F3

D3

AE302

AF1910

1018A

1008A

1007A

1006A

A

A

A

A

1015A10

B

1016C

1000A

1002A

1' - 4"

10' - 9 1/2" 5' - 7 1/2" 7' - 5 1/2"

UP

19' - 4" 24' - 0" 24' - 0" 24' - 0" 18' - 0"

8'

B

A6D

A3D

A3D

A3A

M8.1

A6A

A6A

M6

A3D

A6J

M8.1

A3D

D3G

D3G

A3A

A3A

D3G

D3G

D3F

M-8

M-8

F3E.1

M-8

M-8

M-8

M8.1

F3E

M-8

M-8

F3E

F3EF3EF3E

F3E

F3E

F3EF3E

F3E

F3E

A6D

M6

D6F

F3E.1

1016A

W2 W3

W8

30' - 0"

10' - 0"

1003B

A

AF24

C5

AE401

5'

1/ 4"

:1 2"

S

LO

P E

AR26

AR26

AR26

AF26

D

B

A

W7

L1

L3 L3

L3

L3

L4

W1

W1

D5

AE303

B5

AE303

AF30 AF32 AF30

AF30 AF32

AF38

18' - 7" 1' - 1 1/2" 13' - 0"

9'

8'

/2

/2

4'

4'

1/ 2"

AF30

1003A

AF32

AF43

AF34

AF47

AF70

AF70

F3E.1

F1

AE302

AF17

A3D

5'

5' - 0"

S13

AF50

AF51

AF17

AF50

AF50

D1

AE550

AE550

F1

F1

AE303

D1

AE303

UNDERGROUND FIRE WATER STORAGE

(SEE STRUCTURAL DRAWINGS)

UNDERGROUND INDUSTRIAL

WATER STORAGE

(SEE STRUCTURAL DRAWINGS)

AF53

AF53

AF53

AF53

AF16

B1

AE303

TYP

4' - 0"

S13

T Y

P

4'

S12

TYP

4' - 0"

1009A

JAN

44 SF /

6'

9'

3'

1018B

1'

F3E

/2

5' - 11" 12' - 9"

F3E

4' - 8"

AE603

4'

4' - 0"

AF71

AF71

AF56

AF57AF57

F5

AE303

AF66AF66

AF67

MP01

MP01

MP01

MP01

MP01

MP06

ROOF OF TANK

2 % SLOPE

ROOF OF TANK

2 % SLOPE

AF71

MP01

E09

MP01MP01

L5 L5 L5 L5

AF70

C.1C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

45°

6'

"9

1/ 2"

3'

/2

45°

DN

F1

AE314

5'

F4

AE314

3'

2'

AF19

A

LI

G N

4'

2'

9'

7'

35' - 4" 24' - 0" 2' - 0" 6' - 8" 15' - 4" 24' - 0" 2' - 0" 6' - 8" 9' - 4" 6' - 0" 23' - 6"

80' - 0"10' - 2"

C

C1

AE302

E

D1

AE302

AF30

AF30

5'

16' - 0"

12' - 0" 3' - 4" 8"

AF51

3' - 9" 4' - 6" 1' - 9"

8' - 8"5' - 4"

3'

5'

14' - 6" 5' - 4" 12' - 0" 5' - 4" 12' - 0" 5' - 4" 12' - 0" 5' - 4"

W4

10" 5' - 4"

15' - 8"15' - 8"

3'

AF73

TYP

MP04

11' - 0"

5'

0"

6' - 9"

6' - 9"

2' - 0"

1'

AF35

S24

135°

8' - 8"

REFER TO GI301 FOR PAINTED

ADA PATH OF TRAVEL

CONNECTING HC PARKING TO

ENTRANCE

F3E.1

F3E.1

D3G

A6A.1

A6A.1

M-8

13' - 4 1/2" 4' - 11 1/2" M-8

M-8

F3E

F3E

AF76AF76

AF76AF7616' - 10 1/2" 3' - 8 1/2"

3'

3'

9"

6'

1'

/2

3' - 11" 12' - 1" 2' - 0"

F3E.1

MP06

S26

S26

SEE,

F7/AE560

1' - 0"

F8

AE314

E10

AE531

8"

MP04

1' - 0"

4' - 0"

4'

2' - 6"

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:3

P M

AE111

FLOOR PLAN LEVEL 1 - OVERALL

LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

4'

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

0 8' 16'

GENERAL NOTES

KEYNOTE LEGEND

AF04 METAL GUARDRAIL WITH SAFETY GATE

AF15 STEAM FEED RISER LINE WITH INSULATION - SEE MECHANICAL

DRAWINGS

AF16 UTILITY TUNNEL STUB-OUT

AF17 PIT ACCESS LADDER (WALL MOUNTED)

AF19 EYE WASH / SAFETY SHOWER - SEE PLUMBING DRAWINGS

AF24 STAINLESS STEEL COUNTERTOP WITH SINK

AF26 CONCRETE SIDE WALK

AF30 12" X 24" STEEL GRATE VENTILATION OUTLET TYP.

AF32 32" DIA. HATCH TYP.

AF34 16" THICK CONCRETE UNDERGROUND VAULT WALL TYP.

AF35 12" THICK CONCRETE UNDERGROUND VAULT WALL TYP.

AF38 4" DIA. CONDENSATE WITH INSULATION - SEE MECHANICAL

DRAWINGS

AF43 CMU RETAINING WALL WITH METAL FENCE ON TOP - SEE CIVIL

AND LANDSCAPE DRAWINGS

AF47 OUTLINE OF OPEN PLATFORM AREA ABOVE

AF50 METHANE VENTS PIPE SEE METHANE MITIGATION DRAWINGS

AF51 CORNER GUARD

AF53 VENTILATION PIPE

AF56 3'-0"x3'-0" ACCESS HATCH

AF57 CONVENIENCE ELECTRICAL OUTLETS FOR PORTABLE PUMPS

AND LIGHTS AND POWER TOOLS

AF66 STUBOUT INLET FOR STORM DRAIN SYSTEM FOR DRAINING

TANKS BY PORTABLE PUMP OUTLETS FOR PORTABLE PUMPS

AF67 SPLASH WALL - SEE CIVIL

AF70 ELECTRICAL EQUIPMENT - SEE ELECTRICAL

AF71 4'-0"x4'-0" ACCESS HATCH

AF73 3'-0" DIA. STAINLESS STEEL MANHOLE COVER

AF76 ONE-HOUR RATED FIRE BARRIER FLOOR ASSEMBLY ABOVE,

PER IBC T-722.2.2.1. REFER TO STRUCTURAL DETAIL B7/S501 &

FRAMING PLANS S112 & S113

AR26 DOWNSPOUT NOZZLE

MP01 TRENCH DRAIN WITH METAL GRATE COVER

MP04 UTILITY TRENCH WITH REMOVABLE SOLID COVER

MP06 TRENCH DRAIN WITH REMOVABLE CONCRETE COVER

S12 VEHICLE BARRIER / BOLLARD

S13 SURFACE MOUNTED - REMOVABLE BOLLARD

S24 PARKING STRIPPING. REFER TO CIVIL DRAWINGS

S26 CONCRETE LID JOINTS PER STRUCTURAL, SEE S-111 & S-203

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

F1

FLOOR PLAN LEVEL 1 OVERALL

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

SS

SS

S

S

S

S

S

DN

UP

A A

CC

DD

LEVEL 2

ENTRY

ELEC RM

91 SF / 150 SF

PARTS

STORAGE

(SMALL PARTS

ON SHELVES)

260 SF / 287 SF

CATWALK

1171 SF /

BOILER #4 BELOW BOILER #3 BELOW

BOILER #2 BELOW

BOILER #1 BELOW

CIRCULATION

64 SF /

ROOF BELOW

ROOF BELOW

AE201

B1

AE201

F1

AE201

D1

AE201

D5

F1

AE301

E1

AE301

F6

AE301

E6

AE302

B3

AE301

D6

AE302

303.33

F2

AE302

23' - 0" 15' - 8" 31' - 7" 17' - 2"

BB

COMM RM

95 SF / 0 SF

UNISEX TOILET

71 SF / 60 SF

CIRCULATION

221 SF /

TYP

AF06

AF04

AF04

AF04

AE412

D7

ELEVATOR,

PASSENGER/LT

SERVICE

91 SF / 60 SF

ELV#1

AE413

F7

AE412F4 F1

AE410

F1

AE410

C1

AE414

F3

FEC

FEC

AF14

AF14

AF06

AE403

D7

AE401

F9

AE401

F1

D3

AE302

A

2001B

2002A

2003A

A

A

10' - 8"

2'

4'

6'

4'

8'

1'

/2

7' - 9" 5' - 4 1/2"

PIPE CHASE BELOW

M8.1

A6A.1

A3D

A3A

A3A D3G

D3F

A3D

A3D

A3D

M8.1

A3D

F3E

F3E

A3A

A3D

A3D

M-8

D3G AF21

W10 11

303.33

DN DN

298.00

302.29

STAIR #1

296.40

C5

AE401

AR26

W9

W12

W13

W11 L2

298.00

AF27

AF28AF28

AE603

AE603

1/4":12" SLOPE1/4":12" SLOPE

1/4":12" SLOPE

1/ 4"

:1 2"

S

LO

P E

1/ 4"

:1 2"

S

LO

P E

F1

AE302

14' - 7"

AF04

M8.1

AF50

AF50

AF50

AE550

D9

AE550

F9

AE550

F4

D4

AE550 AE550

F6

T.O. LOWER PARAPET

EL. +303'-4"

T.O. ROOF

EL. +302'-3 3/8" (H.P.)

EL. +302'-1" (L.P.)

6'

3'

1'

0"

2'

1"

6'

155' - 4"

EL. +302'-7 1/4" (H.P.)

EL. +302'-4 1/8" (L.P.)

AE603

16' - 0" 22' - 10" 17' - 0" 31' - 0" 17' - 0" 21' - 6" 30' - 0"

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

304.00

AF68

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

AF28

AF28

AF28AF28

C.1C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

AF14

AF04

AF14

AF14

AF28AF28

AF14

AF04

AF14

AF14

AF28AF28

AF14

AF04

AF14

AF14

AF28

AF14

302.29 302.29 302.29

AF28 AF28 AF28

AF28

AF28

CONFERENCE /

OFFICE

F1

AE314

F4

AE314

L5 L5 L5 L5

14' - 6" 5' - 4" 12' - 0" 5' - 4" 12' - 0" 5' - 4" 12' - 0" 5' - 4"

D3G

10"

C6

AE574

3' - 0"

B7

AE531

DNDN

C5

AE531 TYP.

AF77

AF28

CATWALK BELOW

@ 298.00

FLOOR PLAN LEGEND

WATER PROOFING BARRIER

CMU - CONCRETE MASONRY BLOCK

5/8" GYP BD - ONE SIDE over METAL

STUDS - INFILL WITH R13 BATT

INSULATION - TO DECK ABOVE

1 HR FIRE RATED BARRIER

5/8" GYP BD - ONE SIDE - OVER 3-5/8"

METAL STUD OVER 1-1/2" CONTINUOUS

POLYISO RIGID INSULATION (TO DECK

ABOVE) - OVER CMU - CONCRETE

MASONRY BLOCK

5/8" GYP BD - ONE SIDE - OVER

METAL STUDS

EARTH GRADE / SOIL

CONCRETE

TRENCH W/ METAL GRATE COVER (MP01)

FUEL VAULT UNDERGROUND

CONCRETE WALL

TRENCH W/ REMOVABLE

SOLID COVER (MP04)

1. ALL DIMENSIONS ARE TO FACE OF STUD AND FACE OF CMU

UNLESS NOTED OTHERWISE.

2. THICKNESS OF CONCRETE MASONRY UNITS ARE NOMINAL

NOTED OTHERWISE.

3. ARCHITECTURAL FINISH DATUM ELEVATION = 286.00'.

4. REFER TO SYMBOL LEGEND ON SHEET GI003 FOR GENERAL

NOTES, SYMBOL LEGEND AND ABBREVIATIONS.

5. REFER TO SHEET AE101 AND AE102 FOR FLOOR SLAB

DIMENSIONS.

6. REFER TO SHEET AE601 FOR DOOR SCHEDULE.

7. REFER TO SHEET AE603 FOR WINDOW AND FRAME TYPES.

8. REFER TO SHEET AE511 FOR WALL TYPES.

9. METHANE BARRIER - SEE METHANE MITIGATION DRAWINGS.

10. PROVIDE CORNER GUARD TO ALL METAL STUDS CORNER WALL .

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:5

P M

AE112

FLOOR PLAN LEVEL 2 - OVERALL

LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

F1

FLOOR PLAN LEVEL 2/LOW ROOF PLAN OVERALL

4'

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

0 8' 16'

GENERAL NOTES

KEYNOTE LEGEND

AE24 GLAZING

AF04 METAL GUARDRAIL WITH SAFETY GATE

AF06 CATWALK - METAL GRATE

AF14 REMOVABLE SAFETY RAILING AND FALL PROTECTION

AF21 THERMAL BARRIERS - RIGID INSULATION

AF27 1 HR RATED CONCRETE FLOOR OVER METAL DECK

AF28 42" HIGH GUARD RAILING

AF50 METHANE VENTS PIPE SEE METHANE MITIGATION DRAWINGS

AF68 LADDER TO UPPER LANDING

AF77 42" HIGH REMOVABLE GUARD RAILING

AR26 DOWNSPOUT NOZZLE

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

DD

F1

AE301

E1

AE301

F6

AE301

E6

AE302

B3

AE301

318.25

ROOF BELOW

ROOF BELOW

6'

3'

1'

0"

2'

1"

6'

BB

155' - 4"

AE02

16' - 0" 22' - 10" 17' - 0" 31' - 0" 17' - 0" 21' - 6" 30' - 0"

MM01

7'

/2

AR10

MM03

6" RD

6" ORD

6" RD

6" ORD

AR19

AR21

AR21

AE403

B7

D3

AE302

1/4":12"

SLOPE

SLOPE

SLOPE

1/ 4"

:1 2"

SLOPE

AR11

1/ 4"

1'

-0

S

LO

P E

SLOPE

SLOPE SLOPE

EDGE OF ROOF LINE

BELOW

AR21AR21

AE02

AR10

STAIR # 3

AR27

AR30

AF50

T.O. PARAPET

EL.+318'-3"

EL. +316'-10 5/8" (H.P.)

EL. +315'-9 3/16" (L.P.)

SLOPE

C.1C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

2' - 0"

7' - 0"

AE02

ELEV MACHINE

ROOM

R1000

319' - 0"

2' - 3 1/2" 8' - 8 1/2" 1' - 11"

/2

1'

/2

12' - 11"

6" RD

6" ORD

6" RD

6" ORD

MM03MM03MM03

1' - 2" 15' - 8" 31' - 7" 17' - 1 1/2"

8'

/2

6' - 11" 4' - 10"

77' - 4"

S

LO

P E

S

LO

P E

SLOPE

/2

6'

/2

AF50

AF50

6'

6'

6'

5' - 11"

AR11

AR11

MM04 MM04 MM04 MM04

8' - 0" 10"

4' - 2" 1' - 4"

AR10

R

B

AE402

F6

AE02

STAIR #1

4'

/2

7" 9' - 1"

2'

/2

8' - 3 1/2"

/2

T Y

P

TYP

10' - 0"

10' - 3 1/2" 10' - 2 1/2"

7'

9' - 0"

3' - 10"

9' - 10"

9' - 10"

2'

7'

AR32

AE573

F9

T Y

P

16' - 6"

1'

1' - 2"

T.O.C

EL. +316'-6 5/8"

4'

6' - 2" 12' - 7" 19' - 11" 20' - 5" 17' - 0"

AR11

R1000A

7' - 8" 9' - 10" 8' - 11" 10' - 3" 9' - 8" 11' - 8" 8' - 9" 17' - 0" 7' - 5 3/4"

ROOF PLAN LEGEND

ROOF WALKWAY PAD

AR27

AE402

F1

STAIR # 3

MACHINE ROOM

ROOF

1/ 4"

1'

-0

AR17

14' - 1"

2'

330.84

AR10

4'

AE02

STAIR #1

ROOF

9' - 7"

AR10

AR17

329.72

E Q

E Q

1/4"/1'-0"

1/4"/1'-0"

5'

/2

AE02

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:0

P M

AE113

ROOF PLAN - OVERALL

LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

F1

ROOF PLAN - OVERALL

4'

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

0 8' 16'

GENERAL NOTES

KEYNOTE LEGEND

AE02 METAL PANEL SYSTEM

AR10 ROOF ACCESS LADDER

AR17 ROOF DRAIN SCUPPER

AR21 MEMBRANE ROOFING SYSTEM (R30) - RIGID INSULATION OVER

SUBSTRATE BOARD AND METAL DECK

AR27 CHECKERED PLATE STAIR, SEE DETAIL F1/AE402

AR30 INTAKE VENT - SEE MECHANICAL DRAWINGS

MM01 MECHANICAL UNIT

MM03 BOILER STACK - SEE MECHANICAL DRAWINGS

MM04 EXHAUST FANS - SEE MECHANICAL DRAWINGS

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

B1

ELEVATOR MACHINE ROOF PLAN

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

B4

STAIR 1 ROOF PLAN

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

EXISTING STEAM PLANT - B295

B U

IL

D

IN

G

AF49

12' - 3 1/2"

7'

5' - 0"

5'

" FLOOR PLAN LEGEND

WATER PROOFING BARRIER

CMU - CONCRETE MASONRY BLOCK

5/8" GYP BD - ONE SIDE over METAL

STUDS - INFILL WITH R13 BATT

INSULATION - TO DECK ABOVE

1 HR FIRE RATED BARRIER

5/8" GYP BD - ONE SIDE - OVER 3-5/8"

METAL STUD OVER 1-1/2" CONTINUOUS

POLYISO RIGID INSULATION (TO DECK

ABOVE) - OVER CMU - CONCRETE

MASONRY BLOCK

5/8" GYP BD - ONE SIDE - OVER

METAL STUDS

EARTH GRADE / SOIL

CONCRETE

TRENCH W/ METAL GRATE COVER (MP01)

FUEL VAULT UNDERGROUND

CONCRETE WALL

TRENCH W/ REMOVABLE

SOLID COVER (MP04)

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:0

P M

AE114

FLOOR PLAN - EXISTING STEAM

PLANT - B295LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

4'

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

0 8' 16'

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

D3

FLOOR PLAN - EXISTING STEAM PLANT - B295

GENERAL NOTES

KEYNOTE LEGEND

DC

H

J

A B

E

KEY PLAN

GF

K L

M N PP

AF49

NEW CONDESATE TRANSFER PUMP - SEE MECHANICAL

DRAWINGS - PROVIDE NEW 5'-0" X 5'-0" CONCRETE

PAD - 6" H - REFER TO STRUCTURAL DRAWINGS.

(VERIFY EQUIPMENT DIMENSIONS / LOCATION PRIOR

TO INSTALLING CONCRETE PAD )

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

SEC

SEC

SEC

SEC

S E

C

S E

C

SEC

S E

C

S E

C

S E

C

SEC

SEC

SEC

SEC

S E

C

S E

C S

E C

S E

C

A A

C

C

DD

TOOL STORAGE

160 SF / 198 SF

STORAGE

69 SF / 75 SF

ELEVATOR,

PASSENGER/LT

SERVICE

91 SF / 60 SF

ELV#1

SHOWER /

CHANGING

ROOM

61 SF / 60 SF

UNISEX TOILET

54 SF / 80 SF

LOCKER RM

65 SF / 200 SF

ANHYDROUS

AMMONIA AND

PROPANE

60 SF / 0 SF

PLANT LEADER

OFFICE

108 SF / 100 SF

PARTS

STORAGE

(LARGE PARTS

ON SHELVES &

FLOOR)

221 SF / 231 SF

BREAK ROOM

147 SF / 160 SF

CONTROL

STATION (3

WORK

STATIONS)

205 SF / 275 SF

EMERGENCY

ELECTRIC

239 SF / 0 SF

UNIT

SUBSTATION

380 SF / 0 SF

GENERATOR

390 SF / 0 SF

FIRE PUMP RM

(1-HR)

154 SF / 0 SF

BOILER ROOM

UNDERSIDE OF CATWALK ABOVE

B

B

AE412

C8

AE413

B5

AE413

E5

AE414

C8

OPEN TO

STRUCTURE

ABOVE

EXPOSED

STRUCTURE

5/8" GWB on Mtl. Stud

9' - 0"

OPEN TO

STRUCTURE

ABOVE

CIRCULATION

360 SF /

S

LO

P E

U P

S

LO

P E

U P

S

LO

P E

U P

9' - 0" EQ

2'

6'

/2

6'

/2

5'

/2

E Q

E Q

E Q

E Q

EQEQ

9' - 0"EQ EQ

EXPOSED

STRUCTURE

2' x 2' APC System

9' - 0"

2' x 2' APC System

10' - 0"

2' x 2' APC System

9' - 0"

2' x 2' APC System

9' - 0"

5/8" GWB on Mtl. Stud

9' - 0"

5/8" GWB on Mtl. Stud

9' - 0"

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EQ

E Q

E Q

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

5'

4'

EQ 8' - 0" EQ

E Q

E Q

AF42

AF42

AF42

E Q

7'

7'

E Q

EQ EQ

EQ EQ

/2

1'

4'

/2

1/

2"

1' - 5"

2' - 2 1/2"1' - 8 1/2"

2'

/2

1'

/2

2'

2'

"8"

E Q

7'

E Q

EQ EQ

2' - 7 1/2" 2' - 10 1/2"

E Q

E Q

CEILING BELOW STAIR

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

SOFFIT @

15'-0" AFF

SOFFIT @

15'-0" AFF

AF50

AF50

AF50

E Q

E Q

3'

12' - 0" 4' - 2"

6' - 2" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0"

EQ

E Q

2'

1/ 2"

E Q

4' - 2"

6'

2'

0"

EQ EQ

MOUNT FIXTURE TO

BOTTOM OF LANDING

AR14 AR14

AR14 AR14

JAN

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

5' - 10"

1'

1' - 8 1/2"

11 3/8"7' -4

/8

1'-7"

1' -7

/8

2' -1

/8

4'

-0

2' -3

5' - 10 1/2" 12' - 8" 5' - 5 1/2" EQ

4' - 2 1/2" 1' - 7"

1' - 5"

16' - 0" 22' - 10" 17' - 0" 31' - 0" 17' - 0" 21' - 6" 30' - 0"

155' - 4"

3'

6'

3' - 10"

1'

/2

/2

4' - 0"

6' - 2"

5' - 0"

1' - 7 1/2"

EQ 13' - 5" EQ

2'

0"

C.1C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

STAIR OUTLINE

12' - 0"

METAL PANEL

METAL PANEL

14'-6"

METAL PANEL

14'-0"

METAL PANEL

14'-6"

METAL PANEL

14'-0"

METAL PANEL

14'-6"

METAL PANEL

13'-6 1/2"

5/8" GWB on Mtl. Stud

13' - 0"

3' - 4"

296.17

301.96

EXPOSED TO

STRUCTURE

ABOVE

AC05

AC05

1. MECHANICAL AND ELECTRICAL INFORMATION SHOWN IS

INTENDED ONLY TO COMMUNICATE DESIGN INTENT. REFER

TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

DETAILED INFORMATION. NOTIFY ARCHITECT/ENGINEER OF

ANY DISCREPANCIES NOTED PRIOR TO COMMENCEMENT

OF WORK.

2. COORDINATE ALL CEILING MOUNTED EQUIPMENT

SUPPORTS, DEVICE LOCATIONS, CLEARANCES, ETC. WITH

EQUIPMENT INSTALLERS AND SUPPLIERS PRIOR TO

INSTALLATION.

3. ACOUSTICAL PANEL CEILING GRIDS OR PANELS SHALL BE

CENTERED IN ROOMS UNLESS OTHERWISE NOTED OR

DIMENSIONED.

4. ALL CEILING MOUNTED ITEMS (LIGHT FIXTURES, SPRINKLER

HEADS, SPEAKERS, ETC.) SHALL BE CENTERED IN

ACOUSTICAL CEILING PANELS OR GYPSUM BOARD SOFFITS

UNLESS OTHERWISE NOTED OR DIMENSIONED.

5. SPACE LIGHT FIXTURES EVENLY IN ROOMS, BAYS, SPACES,

ETC. AND CENTER BETWEEN EXPOSED STRUCTURAL

ELEMENTS WHERE APPROPRIATE.

6. DIMENSIONS TO CEILING-INSTALLED ITEMS ARE TO

CENTERLINE OF FIXTURE OR EQUIPMENT UNLESS NOTED

OTHERWISE.

7. LOCATE CONTROL JOINTS IN GYPSUM BOARD CEILINGS,

SOFFITS, BULKHEADS, AND FASCIAS AS INDICATED ON

DRAWINGS OR AS SPECIFIED AND TO ALIGN WITH THOSE IN

WALLS BELOW. VERIFY PROPOSED LAYOUT WITH

ARCHITECT PRIOR TO INSTALLATION.

8. PAINT ALL CONDUITS, DUCTWORK, SUPPORTS, HANGERS,

ETC. THAT WILL REMAIN EXPOSED TO VIEW. MATCH COLOR

INDICATED FOR STRUCTURE UNLESS NOTED OTHERWISE.

9. REFER TO LIGHTING PLAN EL121, EL122 & EL123 FOR

FIXTURE MOUNTING HEIGHTS.

CEILING LEGEND

NOTE:

1. SEE ELECTRICAL FOR LIGHTING FIXTURE TYPES.

2. SEE MECHANICAL FOR AIR DEVICES.

3. COORDINATE SPRINKLER HEAD LOCATIONS WITH CEILING

ITEMS SHOWN.

SD

EXPOSED STRUCTURE

2X2 LIGHT FIXTURE

2X4 LIGHT FIXTURE

LINEAR LUMINAIRE

STRIP LUMINAIRE

ROUND LUMINAIRE

FIRE EXIT LIGHT/SIGN

SUPPLY OR OUTSIDE AIR DUCT DIFFUSER

RETURN AIR DUCT DIFFUSER

SMOKE DETECTOR

GYPSUM BOARD CEILING SYSTEM

ACCESS PANEL

CEILING MOUNTED PROJECTOR

PROJECTION SCREEN

BATT INSULATION ATTACHED TO UNDERSIDE

OF DECK ABOVE

METAL PANEL

SURVEILLANCE CAMERA, REFER TO SECURITY

DRAWINGS FOR LOCATION

FIRE EXIT LIGHT/SIGN - WALL MOUNT

ACOUSTICAL CEILING PANEL OR TILE SYSTEM

METAL GRATE

EXHAUST AIR DUCT DIFFUSER

EMERGENCY LIGHTING UNIT

FIRE ALARM COMBINATION SPEAKER STROBE

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:1

P M

AC111

CEILING PLAN LEVEL 1 -

OVERALLLEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

F1

CEILING PLAN LEVEL 1 OVERALL

4'

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

0 8' 16'

GENERAL NOTES

KEYNOTE LEGEND

AC05 ONE-HOUR RATED FIRE BARRIER FLOOR ASSEMBLY PER IBC

T-722.2.2.1. REFER TO STRUCTURAL FRAMING PLANS S112 &

S113

AF42 EXIT SIGN

AF50 METHANE VENTS PIPE SEE METHANE MITIGATION DRAWINGS

AR14 BOILER STACK

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

E

C

SEC

SEC

SEC

S E

C

A A

CC

DD

ELEC RM

91 SF / 150 SF

PARTS

STORAGE

(SMALL PARTS

ON SHELVES)

260 SF / 287 SF

CIRCULATION

64 SF /

BB

UNISEX TOILET

71 SF / 60 SF

COMM RM

95 SF / 0 SF

AE412

C7

AE413

E7

AE414

F1

CIRCULATION

221 SF /

OUTLINE OF

CATWALK BELOW

METAL PANEL

8' - 1"

EXPOSED

STRUCTURE

5/8" GWB on Mtl. Stud

8' - 0"

2' x 2' APC System

9' - 0"

EXPOSED

STRUCTURE

LEVEL 2

ENTRY

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

EXPOSED

STRUCTURE

ELEVATOR,

PASSENGER/LT

SERVICE

(WITH INSULATION

UNDER THE ROOF

METAL DECK)AR27AR11

AR28AR28

MM03 MM03

MM03 MM03

E Q

E Q

4' - 2 1/2" 10' - 0" 4' - 11"

3'

/2

AF50AF50

AF50

4' - 2 1/2" 9' - 0" 6' - 6 1/2" 16' - 0" 16' - 3" 21' - 4 1/2" 5' - 7 1/2" 7' - 4 1/2" 14' - 0"

4'

/2

CONFERENCE /

OFFICE

309 SF / 150 SF

2'

6'

2'

5'

0"

11' - 9"

4' - 3" 14' - 3" 13' - 3" 18' - 0 1/2" 10' - 2 1/2" 18' - 11 1/2" 21' - 7"

12' - 3"

16' - 0" 22' - 10" 17' - 0" 48' - 0" 21' - 6" 30' - 0"

3'

6'

155' - 4"

3'

6'

6'

5'

3'

/2

2'

3'

5'

0"

1'

1' - 6"4' - 5"

1'

1/ 2"

5'

/2

2'

C.1C.1

C.3C.3

C.5C.5

C.7C.7

C.8C.8

AR27

1' - 8"

CEILING LEGEND

NOTE:

1. SEE ELECTRICAL FOR LIGHTING FIXTURE TYPES.

2. SEE MECHANICAL FOR AIR DEVICES.

3. COORDINATE SPRINKLER HEAD LOCATIONS WITH CEILING

ITEMS SHOWN.

SD

EXPOSED STRUCTURE

2X2 LIGHT FIXTURE

2X4 LIGHT FIXTURE

LINEAR LUMINAIRE

STRIP LUMINAIRE

ROUND LUMINAIRE

FIRE EXIT LIGHT/SIGN

SUPPLY OR OUTSIDE AIR DUCT DIFFUSER

RETURN AIR DUCT DIFFUSER

SMOKE DETECTOR

GYPSUM BOARD CEILING SYSTEM

ACCESS PANEL

CEILING MOUNTED PROJECTOR

PROJECTION SCREEN

BATT INSULATION ATTACHED TO UNDERSIDE

OF DECK ABOVE

METAL PANEL

SURVEILLANCE CAMERA, REFER TO SECURITY

DRAWINGS FOR LOCATION

FIRE EXIT LIGHT/SIGN - WALL MOUNT

ACOUSTICAL CEILING PANEL OR TILE SYSTEM

METAL GRATE

EXHAUST AIR DUCT DIFFUSER

EMERGENCY LIGHTING UNIT

FIRE ALARM COMBINATION SPEAKER STROBE

1. MECHANICAL AND ELECTRICAL INFORMATION SHOWN IS

INTENDED ONLY TO COMMUNICATE DESIGN INTENT. REFER

TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

DETAILED INFORMATION. NOTIFY ARCHITECT/ENGINEER OF

ANY DISCREPANCIES NOTED PRIOR TO COMMENCEMENT

OF WORK.

2. COORDINATE ALL CEILING MOUNTED EQUIPMENT

SUPPORTS, DEVICE LOCATIONS, CLEARANCES, ETC. WITH

EQUIPMENT INSTALLERS AND SUPPLIERS PRIOR TO

INSTALLATION.

3. ACOUSTICAL PANEL CEILING GRIDS OR PANELS SHALL BE

CENTERED IN ROOMS UNLESS OTHERWISE NOTED OR

DIMENSIONED.

4. ALL CEILING MOUNTED ITEMS (LIGHT FIXTURES, SPRINKLER

HEADS, SPEAKERS, ETC.) SHALL BE CENTERED IN

ACOUSTICAL CEILING PANELS OR GYPSUM BOARD SOFFITS

UNLESS OTHERWISE NOTED OR DIMENSIONED.

5. SPACE LIGHT FIXTURES EVENLY IN ROOMS, BAYS, SPACES,

ETC. AND CENTER BETWEEN EXPOSED STRUCTURAL

ELEMENTS WHERE APPROPRIATE.

6. DIMENSIONS TO CEILING-INSTALLED ITEMS ARE TO

CENTERLINE OF FIXTURE OR EQUIPMENT UNLESS NOTED

OTHERWISE.

7. LOCATE CONTROL JOINTS IN GYPSUM BOARD CEILINGS,

SOFFITS, BULKHEADS, AND FASCIAS AS INDICATED ON

DRAWINGS OR AS SPECIFIED AND TO ALIGN WITH THOSE IN

WALLS BELOW. VERIFY PROPOSED LAYOUT WITH

ARCHITECT PRIOR TO INSTALLATION.

8. PAINT ALL CONDUITS, DUCTWORK, SUPPORTS, HANGERS,

ETC. THAT WILL REMAIN EXPOSED TO VIEW. MATCH COLOR

INDICATED FOR STRUCTURE UNLESS NOTED OTHERWISE.

9. REFER TO LIGHTING PLAN EL121, EL122 & EL123 FOR

FIXTURE MOUNTING HEIGHTS.

ELEV MACHINE

ROOM

R1000

8' - 0"EQ EQ

E Q

E Q

EXPOSED

STRUCTURE

N TRUE

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:2

P M

AC112

CEILING PLAN LEVEL 2 -

OVERALLLEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

F1

CEILING PLAN LEVEL 2 OVERALL

4'

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

0 8' 16'

GENERAL NOTES

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

B1

REFLECTED CEILING PLAN - ELEV MACHINE RM

KEYNOTE LEGEND

AF50 METHANE VENTS PIPE SEE METHANE MITIGATION DRAWINGS

AR11 ROOF DRAIN / OVER FLOW DRAIN TYP.

AR27 CHECKERED PLATE STAIR, SEE DETAIL F1/AE402

MM03 BOILER STACK - SEE MECHANICAL DRAWINGS

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

F1

AE301

F6

AE301

E6

AE302

D6

AE302

AE01

AE01

8 7 6 5 4

LOW ROOF

301' - 7 1/2"

AE02

ELEV MACHINE RM ROOF

330' - 0"

D3

AE302

ELEV MACHINE RM

319' - 0"

16' - 0"22' - 10"17' - 0"31' - 0"17' - 0"21' - 6"30' - 0"

155' - 4" 46' - 0"

AE02

0"

AE17AF04

AR27

AR17

AR10

AF46 AE32

AR10

AE17AE17AE17AE17

AE24

AE531

F6

SIM.

AE37

F1

AE602

A

AE02

STAIR 1 ROOF

330' - 10"

S19

AR22

AR22

AE12

B7

AE531

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

A C D

E1

AE301

B3

AE301

F2

AE302

AE01

UPPER

LEVEL

ENTRY

AE02

AF04

AE01

AE01

B

AE02

ELEV MACHINE RM ROOF

330' - 0"

AR10

MM01

ELEV MACHINE RM

319' - 0"

1"

6' - 9" 3' - 3" 58' - 8"

68' - 8"

AE02

AR17

AE27

AE23

8'

AE33 AF54

M

IN

C.1 C.3 C.5 C.7 C.8

AE24

AR26

AE560

F5

AR26

AE28

6'

/2

1'

9'

/2

AR22

AE12

C6

AE574

F8

AE314

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

TO FOOTING

284' - 6"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

F1

AE301

F6

AE301

E6

AE302

D6

AE302

AE01

AE01AE01

AE01

LOW ROOF

301' - 7 1/2"

ELEV MACHINE RM ROOF

330' - 0"

CATWALK

298' - 0"

AE10

ELEV MACHINE RM

319' - 0"

1"

0"

AE15 AE15

AE02

AE02 AR27

AR10

AF43

AE27AE28 AE29AE29 AE30AE27 AE28 AE27 AE28

3'

3'

F1

AE314

AS02 AS02 AS02

TYP.

AS02

TYP. TYP. TYP.

AE24

TYP.

AE24 AE24

AE24

TYP.

AE24

TYP.

AE24

AE24

ROOF STAIR 1

315' - 6"

AE02

S19 S19

STAIR 1 ROOF

330' - 10"

AR22

AE12

AE12

B7

AE531

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

ACD

E1

AE301

B3

AE301

F2

AE302

AE01

AE01

AE02

B

LOW ROOF

301' - 7 1/2"

AE02

ELEV MACHINE RM ROOF

330' - 0"

MM01

ELEV MACHINE RM

319' - 0"

58' - 8" 3' - 3" 6' - 9"

58' - 8" 10' - 0"

AE02

AR10

AE02

AE08 AE02

AE27

AE28

AE27

AE28

AR10

C.1C.3C.5C.7C.8

AE28

" 11

AE12

F8

AE314

CMU BLOCK WALL - TYPE 1

CMU BLOCK WALL - TYPE 2

METAL PANEL TYPE 1 - FLAT

METAL PANEL TYPE 3 - CORRUGATED

PERFORATED

METAL LOUVER

ELEVATION MATERIAL LEGEND

METAL PANEL TYPE 2 - CORRUGATED

CMU BLOCK WALL - TYPE 3

GLAZING

OVERHEAD COILING DOOR

CMU CONTROL JOINT

1. ALL EXTERIOR MATERIALS REFER TO SHEET AF621.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:4

P M

AE201

BUILDING ELEVATIONS

LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

B1

NORTH ELEVATION

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

D1

EAST ELEVATION

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

F1

SOUTH ELEVATION

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

D5

WEST ELEVATION

GENERAL NOTES

4'

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

0 8' 16'

KEYNOTE LEGEND

AE01 CMU BLOCK WALL

AE02 METAL PANEL SYSTEM

AE08 REMOVABLE METAL LOUVERS AND FRAME

AE10 METAL PANEL OVERHANG

AE12 CONTROL JOINTS AT CMU

AE15 OVERHEAD COILING DOOR ASSEMBLY WITH GRILLE

AE17 METAL LOUVER

AE23 GUARDRAIL

AE24 GLAZING

AE27 LIGHT FIXTURES

AE28 SURVEILLANCE CAMERA

AE29 8" CMU POP-OUT WALL

AE30 BUILDING NUMBER-SEE SIGNAGE DRAWINGS

AE32 NEW WROUGHT IRON FENCE SHOWN DASHED, REF TO

LANDSCAPE DWG

AE33 OUTLINE OF GAS METER ENCLOSURE WALL

AE37 CEMENT PLASTER

AF04 METAL GUARDRAIL WITH SAFETY GATE

AF43 CMU RETAINING WALL WITH METAL FENCE ON TOP - SEE CIVIL

AND LANDSCAPE DRAWINGS

AF46 EXISTING WROUGHT IRON FENCE TO BE DEMOLISHED

AF54 EMERGENCY EYEWASH AND SHOWER

AR10 ROOF ACCESS LADDER

AR17 ROOF DRAIN SCUPPER

AR22 METAL COPPING

AR26 DOWNSPOUT NOZZLE

AR27 CHECKERED PLATE STAIR, SEE DETAIL F1/AE402

AS02 FIXED METAL LOUVER

MM01 MECHANICAL UNIT

S19 2"X12"X16" CMU CAP

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

ROOF - HIGH

316' - 2"

TO FOOTING

284' - 6"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

A C D

E1

AE301

CONTROL

STATION (3

WORK

STATIONS)

BOILER ROOM

B3

AE301

10' - 0" 58' - 8"

68' - 8"

F2

AE302

B

LOW ROOF

301' - 7 1/2"

AE01

AE01

AE02

AE312

F4

AE312

F2

ELEV MACHINE RM ROOF

330' - 0"

CATWALK

298' - 0"

AS18

MM01

MM03

1"

8'

/2

AE25

/2

AE573

F4

C.1 C.3 C.5 C.7 C.8

AS02

WP07

AS06

WP07

WP07

S19

F8

AE314

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

TO FOOTING

284' - 6"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

1 2 3 9

F1

AE301

BOILER ROOM

ANHYDROUS

AMMONIA AND

PROPANE

E6

AE302

UNIT

SUBSTATION

D6

AE302

16' - 0" 139' - 4"

LOW ROOF

301' - 7 1/2"

AE01

AE01

AHU

AS17

AS12

AE311

F2

AE311

F1

ELEV MACHINE RM ROOF

330' - 0"

CATWALK

298' - 0"

AS17

C

IR

C U

LA

T

IO

N

AR10

PLANT LEADER

OFFICE

1'

ELEV MACHINE RM

319' - 0"

AE02

AE02

AR27

AR17

301' - 11 1/4"

AF43

2'

D1

AE303

7'

F5

AE303

9" 2'

1'

1'

/2

3'

/2

F1

AE314

AF19

15' - 8" 15' - 8"

2' - 6"WP05

WP01

WP07

WP07

WP07

STAIR 1 ROOF

330' - 10"

S19

S19

AR22

AR22

B7

AE531

WP05 WP05

4'-0" A.F.F.

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

TO FOOTING

284' - 6"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

A C D

E1

AE301

PLANT LEADER

OFFICE

PARTS

STORAGE

(LARGE PARTS

ON SHELVES &

FLOOR)

PARTS

STORAGE

(SMALL PARTS

ON SHELVES)

B3

AE301

10' - 0" 58' - 8"

68' - 8"

F2

AE302

ENTRY

LEVEL 1

B

LOW ROOF

301' - 7 1/2"

AE01

AE312

F7

AE312

F6

ELEV MACHINE RM ROOF

330' - 0"

AR01

AS18

0"

0"

ELEV MACHINE RM

319' - 0"

/2

301' - 10 1/4"

5'

280' - 6"

ELEVATOR PIT

AE02

AS51

C.1 C.3 C.5 C.7 C.8

WP07

WP07

WP07S19 AF43

AR22

C6

AE574

F8

AE314

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

TO FOOTING

284' - 6"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

1 2 3 9

F1

AE301

E6

AE302

ELEC RM

TOOL STORAGESTORAGE

E

LE

V A

T O

R

P A

S S

E N

G E

R /L

T S

E R

V

IC

E

BOILER ROOM

FIRE PUMP RM

(1-HR)

16' - 0" 139' - 4"

GENERATOR

LEVEL 2

ENTRY

LOW ROOF

301' - 7 1/2"

UTILITY TUNNEL

ACCESS

AE01

AF17

AE01

AE311

F7

AE311

F5

ELEV MACHINE RM ROOF

330' - 0"

CATWALK

298' - 0"

UTILITY TUNNEL

273' - 0"

CATWALK

ELEV MACHINE

ROOM

AE23

AS05

0"

9" 2'

1'

1'

/2

3'

/2

1'

ELEV MACHINE RM

319' - 0"

PIPE CHASE

AE403

F1

WP07

AF50AF50

AF50

WP07

AS51

AF43

2'

WP05

WP01

WP07

WP07

WP07

AE560

F7

WP07

S19

AR22

AR22

B7

AE531

WP05 WP05

/2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

-1

-0

V A

W

L A

-C C

C C

U P

S it e

U ti ls

R e n o o f_ B

/6

-2

-1

.6

.A

R C

H .r v t

/3 /2

:0

:5

P M

AE301

BUILDING SECTIONS

LEO A DALY COMPANY

LOS ANGELES, CA 90071

(213) 629-0100

PARI TIVAY

WEST LA MEDICAL CENTER

NEW BOILER PLANT

WEST LOS ANGELES, CA

691-20-150

10/31/2023

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

550 SOUTH HOPE STREET, 27TH FLOOR

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

F1

BUILDING SECTION

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

E1

BUILDING SECTION

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

F6

BUILDING SECTION

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

B3

BUILDING SECTION

GENERAL NOTES

4'

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

0 8' 16'

KEYNOTE LEGEND

AE01 CMU BLOCK WALL

AE02 METAL PANEL SYSTEM

AE23 GUARDRAIL

AE25 WINDOW / LOUVER WALL ASSEMBLY

AF17 PIT ACCESS LADDER (WALL MOUNTED)

AF19 EYE WASH / SAFETY SHOWER - SEE PLUMBING DRAWINGS

AF43 CMU RETAINING WALL WITH METAL FENCE ON TOP - SEE CIVIL

AND LANDSCAPE DRAWINGS

AF50 METHANE VENTS PIPE SEE METHANE MITIGATION DRAWINGS

AR01 MEMBRANE ROOFING SYSTEM

AR10 ROOF ACCESS LADDER

AR17 ROOF DRAIN SCUPPER

AR22 METAL COPPING

AR27 CHECKERED PLATE STAIR, SEE DETAIL F1/AE402

AS02 FIXED METAL LOUVER

AS05 MEMBRANE ROOFING SYSTEM

AS12 METAL STAIR ASSEMBLY - METAL GRATE TREADS

AS17 MEMBRANE ROOFING SYSTEM (R30) WITH BATT INSULATION

ATTACHED TO UNDERSIDE OF DECK

AS18 MEMBRANE ROOFING SYSTEM (R30) - RIGID INSULATION OVER

METAL DECK

AS51 GRAVEL WRAPPED IN AN APPROVED GEOFABRIC

MM01 MECHANICAL UNIT

MM03 BOILER STACK - SEE MECHANICAL DRAWINGS

S19 2"X12"X16" CMU CAP

WP01 REFER TO WATERPROOFING MATRIX ON SHEET AE100

WP05 REFER TO WATERPROOFING MATRIX ON SHEET AE100

WP07 REFER TO WATERPROOFING MATRIX ON SHEET AE100

Revisions: Date:

PARICHEHR

TIVAY

NO. C23840

REN. 11-30-17

L

IC

ENSED ARCHITECT

ROOF - HIGH

316' - 2"

TO FOOTING

284' - 6"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

A C D

E1

AE301

BOILER ROOM

PIPE CHASE

B3

AE301

10' - 0" 58' - 8"

F2

AE302

B

LOW ROOF

301' - 7 1/2"

UTILITY TUNNEL

STUB-OUT

AE01

AE313

F7

AE312

F1

CATWALK

298' - 0"

UTILITY TUNNEL

273' - 0"

KNOCK-OUT

PANEL

AS18

AE19

MM03

MM04

AF04

AE04

1"

AE25

2'

6"

/2

MM04

AF50

AF50

SEE METHANE MITIGATION

DRAWINGS FOR CONNECTION

AE32

C.1 C.3 C.5 C.7 C.8

WP07

WP07

WP07

WP07WP07

WP07

F8

AE314

LEVEL 1

286' - 0"

TO FOOTING

284' - 6"

LEVEL 2

303' - 4"

A C D

E1

AE301

B3

AE301

UNIT

SUBSTATION

GENERATOR

68' - 8"

10' - 0" 58' - 8"

F2

AE302

B

LOW ROOF

301' - 7 1/2"

AE01

AS03

AE313

F5

AE313

C6

AE08

AE32

C.1 C.3 C.5 C.7 C.8

WP07

ROOF STAIR 1

315' - 6"

WP07

WP07

F8

AE314

MP06

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

TO FOOTING

284' - 6"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

F1

AE301

F6

AE301

E6

AE302

D6

AE302

BOILER ROOMCIRCULATION

ANHYDROUS

AMMONIA AND

PROPANE

UNIT

SUBSTATION

8 7 6 5 4

LOW ROOF

301' - 7 1/2"

AE01

AS03

AS02

AE313

F3 AE313

F1

AR21

AS16

1"

AS03

EMERGENCY

ELECTRIC

D4

AE550

F1

AE314

WP07

WP07

WP01

WP05

WP07 WP01

3'

3'

AE32

WP05WP05

4'-0" A.F.F.

LEVEL 1

286' - 0"

ROOF - LOW

314' - 10"

PARAPET

318' - 3"

D

CATWALK

298' - 0"

BOILER ROOM

CATWALK

FIRE PUMP RM

(1-HR)

AS10

UNDERGROUND FIRE WATER

STORAGE

(SEE STRUCTURAL DRAWINGS)

FIRE WATER TANK

271' - 0"

'-0

M

IN

WP01

AS51

AS20

AS54

C.3 C.5 C.7 C.8

AS06

WP07

WP04

WP07

WP04

AE01

WP02

REFER TO F1/FX501

LEVEL 1

286' - 0"

ROOF - HIGH

316' - 2"

ROOF - LOW

314' - 10"

LEVEL 2

303' - 4"

PARAPET

318' - 3"

A CB

LOW ROOF

301' - 7 1/2"

EMERGENCY

ELECTRIC

BOILER ROOM

12" CMU

C.1

AE572

F7

AE572

C1

WP07

ROOF STAIR 1

315' - 6"

WP07

LEVEL 1

286' - 0"

LOW ROOF

301' - 7 1/2"

AE35AE34AE31 AE36 AE31

AE01

LEVEL 1

286' - 0"

LOW ROOF

301' - 7 1/2"

AS02AE31 AE31AE36

AE01

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…