CULLUM_Amendment 7_Drawings Combined.pdf

CLUB/STOR

CH-B206

COAL SHOOT

CH-B208

UNASSIGNED /

UNFINISHED

CH-B212

UNASSIGNED /

UNFINISHED

CH-B214

UNASSIGNED /

UNFINISHED

CH-B218

STOR.

CH-B202

CLUB/STOR

CH-B204D

CLUB/STOR

CH-B204C

CLUB/STOR

CH-B204B

CLUB/STOR

CH-B204A

CORR

CH-B2C2

CLUB/STOR

CH-B200A

CLUB/STOR

CH-B200B

CLUB/STOR

CH-B200C

CLUB/STOR

CH-B200D

CLUB/STOR

CH-B200E

CORR

CH-B2C1

VESTIBULE

CH-B205

CLUB/STOR

CH-B211A

CLUB/STOR

CH-B211B

CLUB/STOR

CH-B211C

CLUB/STOR

CH-B213A

CLUB/STOR

CH-B213B

EXIST. ELEC

CH-B210A

EXIST. MECH

CH-B210B

EX. MECH. STAIR

CH-B210C

CLUB/STOR

CH-B216B

CLUB/STOR

CH-B216C

CLUB/STOR

CH-B216D

CORR

CH-B216A

CLUB/STOR

CH-B203

CLUB/STOR

CH-B217

VEST

CH-B219

TOILET

CH-B201

EW1 EW2 EW3 EW4

NS1

NS2

2.5

CH-B217.1

C H

B

OPEN TO

BELOW

C H

B

C H

B

B

B

42 43 44 45

SOUTHEAST

STAIR

CH-B1S2

12 27 28 47

54 5552 53

12 27 28 54 5552 53 12 27 28 47 54 5552 53 12 27 28 47 54 5552 53

27 28 47 52 5331 51504948

59 6057 581

61 62 63 64

65 66 67

12 27 28 47

54 5552 53

12 27 28 47

54 5552 53

12 27 28 47 54 5552 53

27 28 47

5452 53

27 28

12 27 28 47 54 5552 53

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

0 84

US Army Corps of Engineers ®

SHEET ID

U S

A

R M

Y

C

O R

P

O

F

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

C T

N

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

P R

O J E

PLAN NORTH

H-1B2

H A

Z M

L A

N

B

A S

E M

E N

T

L

E V

E

W E

I N

T

N

Y

A T

L R

S

K G

2/

W D

S R

W D

S C

U S

M

B

I L D

I N

G

C

U L L U

M

H

A L L

R

E N

O V

A T

I O

N

SCALE: 1/8" = 1'-0"H-1B2

HAZMAT PLAN - BASEMENT LEVEL B2A1

1.

2.

GENERAL NOTES

THIS DRAWING IS DIAGRAMMATIC AND IS TO BE USED FOR GENERAL

INFORMATION AND SAMPLE LOCATIONS.

SEE THE SPECIFICATIONS DOCUMENT FOR THE HAZARDOUS MITIGATION PLAN,

DIVISION 02 ABATEMENT SPECIFICATIONS 02 82 00, 02 83 00, 02 84 10, AND 02 85 00

AND THE ASBESTOS CONTAINING MATERIALS SURVEY REPORT BY OAK GROUP

FROM THE MASON AND HANGER PDR FOR MORE INFORMATION.

1. NOT ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE

ABATEMENT. REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DRAWINGS FOR ALL ITEMS THAT WILL REQUIRE REMOVAL.

ASBESTOS NOTES

OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCES OF

LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO

LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY WALL AND

CEILINGS CONTAINING LEAD BASED PAINT. ICRA DUST CONTROLS SHALL BE

UTILIZED AT ALL TIMES.

LEAD BASED PAINT NOTES

LEAD BASED PAINT SAMPLE SYMBOLS

ASBESTOS SAMPLE SYMBOLS

SYMBOL KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS,

SEE ARCHITECTURAL DRAWINGS FOR LEVEL OF ABATEMENT.

- DESIGNATION FOR ASBESTOS CONTAINING MATERIALS

- EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

- DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

3. ACCESSIBLE SPACES WERE SURVEYED FOR SUSPECT ASBESTOS

MATERIALS AND LEAD BASED PAINT. WHERE OBSERVED, THE MATERIALS ARE

NOTED ON THE PLANS.

LEAD-BASED PAINT SAMPLE KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS

REQUIRING COMPLETE ABATEMENT (CA). SEE GENERAL NOTE 4.

CA

ALL ASBESTOS AND LEAD BASED PAINT LOCATIONS AND TESTING RESULTS WERE

SUPPLIED BY A THIRD PARTY ENTITY. PLEASE REFER TO "FINAL PROJECT

DEFINITION REPORT, CULLUM HALL US MILITARY ACADEMY, WEST POINT, NY. 20

MAY 2019" FOR CLARIFICATION OR OTHER ASBESTOS OR LEAD BASED PAINT

INFORMATION.

4.

1.

1.

2.

3.

4.

A

M E

N D

M E

RTA SUBMISSION 2/11/2021

D

W N

DOWN

OPEN

TO BELOW

OPEN

TO BELOW

OPEN

TO BELOW

OPEN

TO BELOW

OPEN

TO BELOW

OPEN

TO BELOW

CLUB/STOR

CH-B111

VESTIBULE

CH-B100

CORR

CH-B1C2

CLUB/STOR

CH-B106

OPEN

TO BELOW

OPEN

TO BELOW

CLUB/STOR

CH-B114

NORTH STAIR

CH-B1S3

VESIBULE

CH-B122

CLUB/STOR

CH-B102A

CLUB/STOR

CH-B102B

CLUB/STOR

CH-B102C

CLUB/STOR

CH-B104A

TOILET

CH-B101

SOUTHEAST

STAIR

CH-B1S2

CLUB/STOR

CH-B103

CLUB/STOR

CH-B105A

CLUB/STOR

CH-B105B

CORR

CH-B1C1

CLUB/STOR

CH-B107

CLUB/STOR

CH-B109

CLUB/STOR

CH-B113

CLUB/STOR

CH-B1C3

CLUB/

STOR

CH-B1C4

CLUB/

STOR

CH-B1C4

CORR

CH-B116A

CLUB/STOR

CH-B116B

PANTRY

CH-B118A

CLUB/STOR

CH-B120A

CH-B120B

TOILET

CH-B118B

STAIR

CH-B1S4

EW1 EW2 EW3 EW4

NS1

NS2

2.5

CH-B122.1

CH-B122.3

C H

B

C H

B

C H

B

C H

B

C H

B

CH-B106.1

CH-B100.1

C H

B

B

C

D

C

D

C D

27 28

31 47

48 49

50 51

52 53

12 27 28 47

54 5552 53

12 27 28 47

54 5552 53

12 27 28 47 54 5552 53

12 27 28

54 5552 53

12 27 28 47

54 5552 53

12 27 28 47 54 5552 53 12

28 47 54 5552 53 12 28 47 54 5552 53 27 28 5452 53

12 27 28 47

54 5552 53

CLUB/

STOR

42 43 44 45

42 43 44 45

THIS AREA WAS NOT INCLUDED IN ORIGINAL SAMPLE DATA FOR

ASBESTOS. SECONDARY SITE INVESTIGATION INDICATED SIMILAR

FLOORING MATERIALS PREVIOUSLY TESTED AND RECOMMENDS

ABATEMENT MEASURE BE INCLUDED FOR THIS AREA.

27 28 31 47 48 49 50 51 52 53

12 27 28

54 5552 53

CA CA CA CA

CA CA CA CA

CA

CA

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

0 84

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

P R

O J E

PLAN NORTH

H-1B1

H A

Z M

A

N

B

A S

E M

E N

T

L

E V

W E

I N

T

N

Y

A T

L R

S

K G

W D

S R

W D

S C

U S

I L D

I N

G

C

U L L U

M

H

A L L

R

E N

O V

A T

I O

N

SCALE: 1/8" = 1'-0"H-1B1

HAZMAT PLAN - BASEMENT LEVEL B1A1

1.

2.

GENERAL NOTES

THIS DRAWING IS DIAGRAMMATIC AND IS TO BE USED FOR GENERAL

INFORMATION AND SAMPLE LOCATIONS.

SEE THE SPECIFICATIONS DOCUMENT FOR THE HAZARDOUS MITIGATION PLAN,

DIVISION 02 ABATEMENT SPECIFICATIONS 02 82 00, 02 83 00, 02 84 10, AND 02 85 00

AND THE ASBESTOS CONTAINING MATERIALS SURVEY REPORT BY OAK GROUP

FROM THE MASON AND HANGER PDR FOR MORE INFORMATION.

1. NOT ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE

ABATEMENT. REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DRAWINGS FOR ALL ITEMS THAT WILL REQUIRE REMOVAL.

ASBESTOS NOTES

1.

OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCES OF

LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO

LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY WALL AND

CEILINGS CONTAINING LEAD BASED PAINT. ICRA DUST CONTROLS SHALL BE

UTILIZED AT ALL TIMES.

LEAD BASED PAINT NOTES

LEAD BASED PAINT SAMPLE SYMBOLS

ASBESTOS SAMPLE SYMBOLS

SYMBOL KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS,

SEE ARCHITECTURAL DRAWINGS FOR LEVEL OF ABATEMENT.

- DESIGNATION FOR ASBESTOS CONTAINING MATERIALS

- EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

- DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

3. ACCESSIBLE SPACES WERE SURVEYED FOR SUSPECT ASBESTOS

MATERIALS AND LEAD BASED PAINT. WHERE OBSERVED, THE MATERIALS ARE

NOTED ON THE PLANS.

LEAD-BASED PAINT SAMPLE KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS

REQUIRING COMPLETE ABATEMENT (CA). SEE GENERAL NOTE 4.

CA

ALL ASBESTOS AND LEAD BASED PAINT LOCATIONS AND TESTING RESULTS WERE

SUPPLIED BY A THIRD PARTY ENTITY. PLEASE REFER TO "FINAL PROJECT

DEFINITION REPORT, CULLUM HALL US MILITARY ACADEMY, WEST POINT, NY. 20

MAY 2019" FOR CLARIFICATION OR OTHER ASBESTOS OR LEAD BASED PAINT

INFORMATION.

4.

1.

A

M E

N D

M E

MEMORIAL ROOM

CH-106A

VESTIBULE

CH-104A

RECEPTION ROOM

CH-102A

LOGGIA

CH-107

SOUTHEAST

STAIR

CH-1S2

MAIN

STAIRWAY

CH-1S1

MAIN HALL

CH-101

COATS/STOR.

CH-102C

JC

CH-102D

OFFICE

CH-103

STOR.

CH-100A

STOR.

CH-100B

STOR.

CH-100C

WOMEN

CH-104B

MEN

CH-106B

NORTHEAST STAIR

CH-1E1

RECEPTION ROOM

CH-102B

EW1 EW2 EW3 EW4

NS1

NS2

2.5

C H

A

C H

CH-102B.2

CH-104B.1

C H

B

C H

A

C H

A

C H

CH-102D.2CH-102D.1

CH-102C.1

CH-101.1

C H

S

CH-1S2.1

C H

CH-1L1.1

C H

B

C H

B

6.4

1 22 23

24 25 26 27 28

12 21

A

NORTH STAIR

CH-1S3

1 22 23

24 25 26 27 28

12 21

1 28

29 30

31 32

4 5 6

33 34 35

2 10 358 33 38

10 3733

33 36

6 10 358 33 38 39 40 411

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

0 84

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

P R

O J E

PLAN NORTH

H-100

H A

Z M

A

N

F

I R

V

E L

W E

I N

T

N

Y

A T

L R

S

K G

W D

S R

W D

S C

U S

I L D

I N

G

C

U L L U

M

H

A L L

R

E N

O V

A T

I O

N

SCALE: 1/8" = 1'-0"H-100

HAZMAT PLAN - FIRST LEVELA1

1.

2.

GENERAL NOTES

THIS DRAWING IS DIAGRAMMATIC AND IS TO BE USED FOR GENERAL

INFORMATION AND SAMPLE LOCATIONS.

SEE THE SPECIFICATIONS DOCUMENT FOR THE HAZARDOUS MITIGATION PLAN,

DIVISION 02 ABATEMENT SPECIFICATIONS 02 82 00, 02 83 00, 02 84 10, AND 02 85 00

AND THE ASBESTOS CONTAINING MATERIALS SURVEY REPORT BY OAK GROUP

FROM THE MASON AND HANGER PDR FOR MORE INFORMATION.

1. NOT ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE

ABATEMENT. REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DRAWINGS FOR ALL ITEMS THAT WILL REQUIRE REMOVAL.

ASBESTOS NOTES

OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCES OF

LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO

LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY WALL AND

CEILINGS CONTAINING LEAD BASED PAINT. ICRA DUST CONTROLS SHALL BE

UTILIZED AT ALL TIMES.

LEAD BASED PAINT NOTES

LEAD BASED PAINT SAMPLE SYMBOLS

ASBESTOS SAMPLE SYMBOLS

SYMBOL KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS,

SEE ARCHITECTURAL DRAWINGS FOR LEVEL OF ABATEMENT.

- DESIGNATION FOR ASBESTOS CONTAINING MATERIALS

- EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

- DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

3. ACCESSIBLE SPACES WERE SURVEYED FOR SUSPECT ASBESTOS

MATERIALS AND LEAD BASED PAINT. WHERE OBSERVED, THE MATERIALS ARE

NOTED ON THE PLANS.

LEAD-BASED PAINT SAMPLE KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS

REQUIRING COMPLETE ABATEMENT (CA). SEE GENERAL NOTE 4.

CA

ALL ASBESTOS AND LEAD BASED PAINT LOCATIONS AND TESTING RESULTS WERE

SUPPLIED BY A THIRD PARTY ENTITY. PLEASE REFER TO "FINAL PROJECT

DEFINITION REPORT, CULLUM HALL US MILITARY ACADEMY, WEST POINT, NY. 20

MAY 2019" FOR CLARIFICATION OR OTHER ASBESTOS OR LEAD BASED PAINT

INFORMATION.

4.

1.

1.

2.

3.

4.

A

M E

N D

M E

BALLROOM

CH-200

STAGE

CH-202

NORTH STAIR

CH-2S3

MAIN STAIRWAY

CH-2S1

CH-2E1

EW1 EW2 EW3 EW4

NS1

NS2

CH-200.3

CH-200.2

CH-200.1

CH-2S3.1

CH-2L1.1

6.4

1 4 6 7 8

1 4 5 17 18 19 20

1 22 23

24 25 26 27 28

12 21

1 22 23

24 25 26 27 28

12 21

4 5 6

13 14 15 16

4 5 6

13 14 15 16

1 6 10 11 12

A

A

NORTHEAST STAIR

CH-2E1

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

0 84

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

P R

O J E

PLAN NORTH

H-200

H A

Z M

A

N

S

E C

O N

D

L

E V

E L

W E

I N

T

N

Y

A T

L R

S

K G

W D

S R

W D

S C

U S

I L D

I N

G

C

U L L U

M

H

A L L

R

E N

O V

A T

I O

N

SCALE: 1/8" = 1'-0"H-200

HAZMAT PLAN - SECOND LEVELA1

1.

2.

GENERAL NOTES

THIS DRAWING IS DIAGRAMMATIC AND IS TO BE USED FOR GENERAL

INFORMATION AND SAMPLE LOCATIONS.

SEE THE SPECIFICATIONS DOCUMENT FOR THE HAZARDOUS MITIGATION PLAN,

DIVISION 02 ABATEMENT SPECIFICATIONS 02 82 00, 02 83 00, 02 84 10, AND 02 85 00

AND THE ASBESTOS CONTAINING MATERIALS SURVEY REPORT BY OAK GROUP

FROM THE MASON AND HANGER PDR FOR MORE INFORMATION.

1. NOT ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE

ABATEMENT. REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DRAWINGS FOR ALL ITEMS THAT WILL REQUIRE REMOVAL.

ASBESTOS NOTES

OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCES OF

LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO

LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY WALL AND

CEILINGS CONTAINING LEAD BASED PAINT. ICRA DUST CONTROLS SHALL BE

UTILIZED AT ALL TIMES.

LEAD BASED PAINT NOTES

LEAD BASED PAINT SAMPLE SYMBOLS

ASBESTOS SAMPLE SYMBOLS

SYMBOL KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS,

SEE ARCHITECTURAL DRAWINGS FOR LEVEL OF ABATEMENT.

- DESIGNATION FOR ASBESTOS CONTAINING MATERIALS

- EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

- DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

3. ACCESSIBLE SPACES WERE SURVEYED FOR SUSPECT ASBESTOS

MATERIALS AND LEAD BASED PAINT. WHERE OBSERVED, THE MATERIALS ARE

NOTED ON THE PLANS.

LEAD-BASED PAINT SAMPLE KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS

REQUIRING COMPLETE ABATEMENT (CA). SEE GENERAL NOTE 4.

CA

ALL ASBESTOS AND LEAD BASED PAINT LOCATIONS AND TESTING RESULTS WERE

SUPPLIED BY A THIRD PARTY ENTITY. PLEASE REFER TO "FINAL PROJECT

DEFINITION REPORT, CULLUM HALL US MILITARY ACADEMY, WEST POINT, NY. 20

MAY 2019" FOR CLARIFICATION OR OTHER ASBESTOS OR LEAD BASED PAINT

INFORMATION.

4.

1.

A

M E

N D

M E

SHARED UTILITY

CH-302

SHARED UTILITY

CH-301

GALLERY

CH-300

MAIN STAIRWAY

CH-3S1

OPEN TO BELOW OPEN TO BELOW

EW1 EW2 EW3 EW4

NS1

NS2

C H

C H

CH-300.1

1 2 3 4 5

6 7 8 9

A

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

0 84

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

P R

O J E

PLAN NORTH

H-300

H A

Z M

A

N

T

H I R

D

F

L O

O R

W E

I N

T

N

Y

A T

L R

S

K G

W D

S R

W D

S C

U S

I L D

I N

G

C

U L L U

M

H

A L L

R

E N

O V

A T

I O

N

SCALE: 1/8" = 1'-0"H-300

HAZMAT PLAN - THIRD LEVELA1

1.

2.

GENERAL NOTES

THIS DRAWING IS DIAGRAMMATIC AND IS TO BE USED FOR GENERAL

INFORMATION AND SAMPLE LOCATIONS.

SEE THE SPECIFICATIONS DOCUMENT FOR THE HAZARDOUS MITIGATION PLAN,

DIVISION 02 ABATEMENT SPECIFICATIONS 02 82 00, 02 83 00, 02 84 10, AND 02 85 00

AND THE ASBESTOS CONTAINING MATERIALS SURVEY REPORT BY OAK GROUP

FROM THE MASON AND HANGER PDR FOR MORE INFORMATION.

1. NOT ALL OF THE ACMS DEPICTED ON THE DRAWINGS WILL REQUIRE

ABATEMENT. REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING,

AND ELECTRICAL DRAWINGS FOR ALL ITEMS THAT WILL REQUIRE REMOVAL.

ASBESTOS NOTES

OSHA'S LEAD IN CONSTRUCTION STANDARD APPLIES TO ALL DISTURBANCES OF

LEAD BASED PAINT. IN ADDITION, THE CONTRACTOR SHALL USE METHODS TO

LIMIT THE AMOUNT OF DUST PRODUCED DURING DEMOLITION OF ANY WALL AND

CEILINGS CONTAINING LEAD BASED PAINT. ICRA DUST CONTROLS SHALL BE

UTILIZED AT ALL TIMES.

LEAD BASED PAINT NOTES

LEAD BASED PAINT SAMPLE SYMBOLS

ASBESTOS SAMPLE SYMBOLS

SYMBOL KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS,

SEE ARCHITECTURAL DRAWINGS FOR LEVEL OF ABATEMENT.

- DESIGNATION FOR ASBESTOS CONTAINING MATERIALS

- EXIST WALLS, DOORS TO REMAIN (SHOWN SCREENED)

- DEMOLITION WALLS, DOORS TO BE DEMOLISHED

(SHOWN DASHED)

3. ACCESSIBLE SPACES WERE SURVEYED FOR SUSPECT ASBESTOS

MATERIALS AND LEAD BASED PAINT. WHERE OBSERVED, THE MATERIALS ARE

NOTED ON THE PLANS.

LEAD-BASED PAINT SAMPLE KEY

- DESIGNATION FOR LEAD BASED PAINT CONTAINING MATERIALS

REQUIRING COMPLETE ABATEMENT (CA). SEE GENERAL NOTE 4.

CA

ALL ASBESTOS AND LEAD BASED PAINT LOCATIONS AND TESTING RESULTS WERE

SUPPLIED BY A THIRD PARTY ENTITY. PLEASE REFER TO "FINAL PROJECT

DEFINITION REPORT, CULLUM HALL US MILITARY ACADEMY, WEST POINT, NY. 20

MAY 2019" FOR CLARIFICATION OR OTHER ASBESTOS OR LEAD BASED PAINT

INFORMATION.

4.

1.

A

M E

N D

M E

1.1

3.5

C DA B

E F G

3.8

5.5

H J

W16X26 [16]

W16X26

W16X26

W X

W X

W X

W X

W X

W X

W16X45 [32]

W18X60 [32]

W16X45 [32]

W X

W X

W16X45 [32]

W18X60 [32]

W X

W16X45 [32]

W X

W16X45 [32]

W18X60 [32]

W16X45 [32]

W X

W X

W14X30

W X

W X

W X

W X

W

W

W14X22

W X

W X

W X

W16X36 [16] W16X36 [12]

W X

W16X26 [10]

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W16X26 [10]

W X

W18X46 [26]

W18X46 [24]

EL. 150'-0 3/4" ±

EL. 150'-0 3/4" ±

EL. 150'-0 3/4" ±

EL. 150'-0 3/4" ±

K L

4.9

W18X35

W14X43

W14X43

W X

W X

W18X35

W

W

W10X19

W

W10 W

W

W10

W

W10

A7

S-302

EXIST.

STAIRWELL

W8

W8

W8

W8

W8

W8 W8

W8 W8

W8 W8 W8

W8W8

HGR. DN.

(TYP. 4 LOCS.)

W

W

W

W

W

W

W

W

W

W

W

W

C8X11.5

C8X11.5

WALL INFILL

SEE C1/S-501

ML-2

ML-2

C7

S-303

W X

W X

C8X11.5

C8X11.5

MECH. AHU (MAX.

WT. = 10 KIPS)

MECH.

CONDENSING UNIT

(MAX. WT. = 500 LBS)

MECH. CHILLER

(MAX. WT. = 5 KIPS)

165'-0" ±

EL. 150'-0 3/4" ±

S-401 A7

S-401 E5

S-401 A1

S-402 D6

S-401 E9

S-402 D3

S-401 A9

M L -2

S-402 A4W

M L -2

M L -2

S-402 A4W

8 W 8W

W

W

W

W

W

M L -2

M L -2

S-402 C1

S-402 A1

32'-0" ± 4'-4" ± 14'-4" ± 4'-4" ± 19'-10" ± 19'-2" ± 4'-10" ± 12'-10" ±

S-402 E1

6" 6" 6" 6" 6"6"

W

W

W14X30

C A

N T

C A

N T

C A

N T

.M L -2

M L -2

M L -2

ML-2

HGR. DN.

(TYP. 3 LOCS.)

ML-2

ML-2

M L -3

MECH. OA

UNIT (MAX

WT. = 1 KIP)

C8

C

E7

S-302

HSS6X6X5/16

ELEV. RAIL

SUPPORT

G1

S1 S2

EXIST.

CONC.

COL.

(TYP.)

M L

S

S

S

W X

S1

S2 W10

W

G

S-402 C6

EL. 150'-0 3/4" ±

2.5

6.4

K.6

6"

W10

W18X35

W X

LINCOLN HALL

F.O. EXIST.

BLDG. (V.I.F.)

W14X22

6"

W X

W8

W8

W8

W8

W8

W14X22

G

NOTE:

ALL EXTERIOR STEEL TO BE

HOT DIPPED GALV. (TYP.)

E1

S-302

S

ID

E S

E1

S-3024 SID

ES

E1

S-302

S

ID

E S

E1

S-302

S

ID

E S

E1

S-302

S

ID

E S

E1

S-302

S

ID

E S

ML-2

W

S-402 F6

S-402 A4

S-402 A4

7"

1'-4"

A3

S-303

TYP. AT EXT.

WALL CONN.

E1

S-303

E1

S-303

E1

S-303

W

W

E3

S-303

E3

S-303

E3

S-303

SIM.

S-404 E1

S-404 A4

S-404 A1

S-404 C1

S-404 A7

S-404 C5

EW1 EW2

EW3

EW4

NS2

NS1

HSS6X6X1/4

COL. (TYP. 2 LOCS.)

W10

ML-2

C8

C

C8

C

ML-2

5'-6"

S-402 C8

W

A7

S-304

M L -2 S-403

A1

L

L

L

L

L

L

L L L L

L

L

L

L

L L L L

L6X6X5/16

SEE E3/S-504 FOR

SKEWED CONN. (TYP.)

BRACING

L

W X

L

L

W10

W10

E5

S-304

E7

S-304

E9

S-304

W18X35

W14X43

C3

S-304

TYP.

AT

MECH.

W14X43

W8 W10

L

E9

S-306

W8

C7

S-306

E7

S-306

HSS4X4X5/16

C1

S-305

EXIST. CONC.

STAIR &

LANDING TO

REMAIN (V.I.F.)

NEW CONC.

STAIR

ML-5

ML-7

S-403 A5

1'-6"

COORD. W/

ELEC.

DUCTBANK

M L -2

HSS4X4X5/16

M L -2

W 8 W

W

W 8 W

S2

NEW FLOOR FOR

ENTIRE SPAN OF LINTEL

7'-0" MAX.

E9

S-302

S-403 A7

M L -2

M L -2

"C8

MAX.

7'-0" E9

S-302

EQ EQ

E9

S-302

C8

A1

S-306

TYP.

C

A3

S-307

S2

W8

E3

S-303 SIM.

MECHANICAL YARD CLIN

INCLUDES ALL NEW

STRUCTURAL FOUNDATION,

CONCRETE, AND STEEL

WORK IN NORTH SERVICE

YARD

REPAIR TO EXISTING SITE

RETAINING WALLS AND

STAIRS IS NOT INCLUDED

G1 G1

G2 GRATING EXTENTS

HATCHED THUS,

B8

S-302

S-302

B9

S-302

B9

(O.H.)

0"

GUARDRAIL

SHOWN

DASHED2

LEVEL B1 NOTES:

1. TOP OF EXISTING FINISHED FLOOR ELEVATIONS ARE NOTED IN PLAN. EXISTING FLOOR CONSISTS OF STRUCTURAL FLAT CLAY TILE ARCH CONSTRUCTION. THE FLAT TILE ARCH CONSTRUCTION IS ASSUMED TO BE SUPPORTED BY STEEL WIDE FLANGE BEAMS OF UNKNOWN SIZE AND SPACING. A CONCRETE TOPPING SLAB PROVIDES A SUBSTRATE FOR THE FLOORING.

BEAMS SPAN TO MULTI-WYTHE BRICK AND STONE BEARING WALLS. EXISTING DEPTH OF STRUCTURE IS ESTIMATED TO BE 16". FLOOR CONSTRUCTION MUST BE VERIFIED IN FIELD. TAKE CARE NOT TO DAMAGE EXISTING CLAY TILE FLOOR CONSTRUCTION OR CONCRETE TOPPING DURING DEMOLITION OR CONSTRUCTION OPERATIONS.

2. TEXT INDICATED THUS [...] IN PLAN INDICATES THE NUMBER OF EQUALLY SPACED 3/4-INCH DIAMETER x 4-INCH TYP. LONG HEADED SHEAR STUDS WELDED TO THE TOP FLANGE ALONG CENTERLINE OF BEAMS. PROVIDE (2) ROWS OF EQUALLY SPACED STUDS CENTERED ON BEAM WHEN QUANTITY IS GREATER THAN ONE STUD PER DECK FLUTE. SEE A5/S-503 FOR MORE

INFORMATION.

3. COORDINATE SIZE AND LOCATION OF ALL FLOOR AND WALL OPENINGS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS AND TYPICAL DETAILS. FRAME SLAB OPENINGS IN ACCORDANCE WITH TYPICAL DETAIL E7/S-503 AND DETAILS ON S-504. SEE S-401-S-403 AND RELATED SECTIONS FOR LINTELS AT WALL OPENINGS. REFER TO TYPICAL DETAILS FOR LINTELS NOT SPECIFICALLY SHOWN ON WALL ELEVATIONS. NOT ALL OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS.

4. DESIGN BASIS DUNNAGE PLATFORM EQUIPMENT WEIGHTS ARE INDICATED ON PLAN. NOTIFY COR IF ACTUAL EQUIPMENT PURCHASED EXCEEDS THE DESIGN WEIGHTS.

5. COORDINATE ALL DIMENSIONS INDICATED THUS (*) WITH EQUIPMENT MANUFACTURER.

6. W8 DENOTES W8x18. W10 DENOTES W10x33. C8 DENOTES C8x11.5. L DENOTES L6x6x5/16 BRACING.

7. IT IS PERMITTED TO SPLICE STEEL BEAMS AND COLUMNS TO INSTALL FRAMING AND CONSTRUCT NEW FLOOR INFILLS. SEE DETAILS ON DRAWING S-503 FOR MORE INFORMATION.

8. IT IS NOT PERMITTED TO ANCHOR TO, OR SUPPORT FROM, THE EXISTING CLAY TILE ARCH FLOOR CONSTRUCTION. UTILITIES, DUCTWORK, LIGHTING, ARCHITECTURAL ELEMENTS, ETC.

MUST BE SUPPORTED BY SECONDARY FRAMING, ATTACHED TO THE EXISTING PRIMARY STEEL FLOOR FRAMING. DESIGN OF SECONDARY FRAMING AND CONNECTIONS TO STEEL MUST BE PERFORMED BY THE CONTRACTOR'S LICENSED ENGINEER. REFER TO TYPICAL DETAIL E5/S-504 AND RELATED SPECIFICATIONS.

9. SEE DRAWINGS S-001 AND S-002 FOR ADDITIONAL NOTES AND LINTEL SCHEDULE, S-601 FOR COLUMN SCHEDULE AND S-501 FOR TYPICAL DETAILS.

DENOTES NEW OPENING OR EXISTING OPENING TO BE

ENLARGED/MODIFIED IN EXISTING WALL.

LEVEL B1 / FRAMING PLAN LEGEND

DENOTES INFILL EXISTING WALL OPENING SEE DETAIL C1/S-501.

DENOTES SPAN OF 3-1/4 INCH LIGHTWEIGHT CONCRETE SLAB ON 2-INCH BY 20-GAUGE GALVANIZED COMPOSITE METAL DECK. PROVIDE 2" LIGHT WEIGHT CONCRETE TOPPING SLAB ON STRUCTURAL SLAB ON DECK. (TOTAL SLAB THICKNESS = 5-1/4 INCHES STRUCTURAL SLAB + 2" TOPPING SLAB = 7-1/4 INCHES). BOTH SLABS ARE REINFORCED WITH 6x6-W1.4xW1.4 W.W.F. MAINTAIN WELDED WIRE

MESH LEVEL TO ACHIEVE MINIMUM COVER.

TOP OF TOPPING SLAB EL. 150'-0 3/4"+ TO MATCH EXISTING ADJACENT TOP OF FINISHED FLOOR.

TOP OF STRUCTURAL SLAB EL. 149'-10 3/4"+. TOP OF STEEL EL. = 149'-5 1/2"+.

S1

DENOTES SPAN OF 3-1/4 INCH LIGHTWEIGHT CONCRETE SLAB ON 2-INCH BY 20-GAUGE

GALVANIZED COMPOSITE METAL DECK, REINFORCED WITH 6x6-W1.4xW1.4 W.W.F. (TOTAL SLAB THICKNESS = 5-1/4 INCHES). MAINTAIN WELDED WIRE MESH LEVEL TO ACHIEVE MINIMUM COVER.

TOP OF SLAB EL. 150'-0 3/4"+ TO MATCH EXISTING ADJACENT TOP OF FINISHED FLOOR. TOP OF

STEEL EL. = 149'-7 1/2"+.

S2

DENOTES SPAN OF 1-1/2"x3/16" BAR GRATING. SEE ARCHITECTURAL DRAWINGS

FOR EXTENTS. TOP OF GRATING EL. 150'-0 3/4"+ TO MATCH EXISTING ADJACENT

TOP OF FLOOR. TOP OF STEEL EL. 149'-11 1/4"+.

G1

DENOTES TOP OF EXISTING FINISHED FLOOR ELEVATION.

DENOTES SPAN OF 1-1/2"x3/16" GALVANIZED BAR GRATING. TOP OF

DUNNAGE STEEL EL. 147'-5".

G2

DENOTES EXISTING STONE WALL.

DENOTES SPAN OF 3-1/4 INCH LIGHTWEIGHT CONCRETE SLAB ON 2-INCH BY 20-GAUGE

GALVANIZED COMPOSITE METAL DECK, REINFORCED WITH 6x6-W1.4xW1.4 W.W.F. (TOTAL SLAB THICKNESS = 5-1/4 INCHES). MAINTAIN WELDED WIRE MESH LEVEL TO ACHIEVE MINIMUM COVER TOP OF SLAB EL. 149'-10 3/4"+ TO MATCH EXISTING ADJACENT TOP OF FINISHED FLOOR. TOP OF

STEEL EL. = 149'-5 1/2"+.

S3

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

0 84

US Army Corps of Engineers ®

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File Path:

Plot Date:

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PLAN NORTH

C:\Revit Local Files\C0031C-S-18-CENTRAL_kkearns@ewingcole.com.rvt

5/27/2021 12:58:19 PM

S-102

L E

V E

L B

F

L O

O R

F R

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P L A

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RTA SUBMISSION 02/11/2021

U S

M A

B U

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U L L U

M H

A L L R

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1/8" = 1'-0"S-102

C1 LEVEL B1 FRAMING PLAN

R

T A

S U

B M

IS

S

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N

/1

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A

M E

N D

M E

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/2 /2

F L

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T

IN

G

M A

X

S T

A N

D A

R D

M A

X A

C C

E S

S

IB

L E

M A

X O

V

M

A X

C O

N T

R O

L S

D E

E P

C O

U N

T

C O

N T

R O

L S

M A

X

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T L

E T

M A

X

A

T S

H O

W E

R

A

T W

A T

E R

C L

O S

E

TBOT OF

GRAB BAR

M A

X

M

IN

M A

X

M

IN

" MIN

8"

MIN

6"

M

IN9

25" MAX

17" MIN

MIN KNEE AND

TOE CLEARANCE

M A

X

M

IN

M A

X

ACCESSIBLE

FOUNTAIN

MIN

15"

MIN

15"

RECESSED

COMPRESSOR

TA-20 TA-19 TA-16 TA-13 TA-10 TA-8 TA-3 TA-1TA-29 TA-28

M A

X

M A

X

MIN

15"

MIN

15"

MIN

15"

MIN

15"

M

IN

F

IX

T U

R E

/2

M

IN

D E

P T

H

TA-20 TA-20 TA-20 TA-20

TA-13 TA-13

TA-14 /

TA-15

M A

X

M A

X

T O

R E

F L E

C T

IN

G

M A

X

M A

X

M A

X

M

IN

MIN

8"

M

IN9

MIN

6"

25" MAX

17" MIN

TA-6

TA-6 MUST NOT

OVERLAP FRONT

EDGE OF LAVATORY

MIN KNEE AND

TOE CLEARANCE

15"

MIN

30"

MIN

15"

MIN

15"

25" *

M A

X

M

IN

M

IN

34"

M

IN

B O

T O

F B

A R

M

IN

TA-1

TA-28 42"

T A

-2

SEE DETAILS

G & M/TA-1/2 FOR

DISPENSER OUTLET

LOCATION

TA-1

TA-16

TA-28 36"

14" 8 1/2"

TA-10

TA-16

TA-10

" 3

M

IN

7 1/2"

MIN

12"24" MIN

17"

6"

15" MIN

M

IN

M A

X

M

IN

60" MIN

RECOMMENDED

32" MIN

4" MAX 56" MIN

CLEAR WIDTH

32" MIN 4

M

IN

REQUIRED TOE

CLEARANCE

ACCESSORY MOUNTING HEIGHTS

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

E 1. 48" MAX HEIGHT IS FOR UNOBSTRUCTED FORWARD REACH. 2. ALL OF AN OPERABLE PART IS TO BE WITHIN MOUNTING HEIGHT. 3. RECESSED FIXTURES SHOULD NOT BE LOCATED IN FIRE RATED PARTITIONS.

4. FOR SURFACE MOUNTED ACCESSORIES AND RECESSED ACCESSORIES PROJECTING MORE THAN 1/4" MAX, COORDINATE CLEARANCE AROUND GRAB BARS. SEE DETAIL G.

ACCESSIBLE AND NON-ACCESSIBLE RECESSED DRINKING FOUNTAIN

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

F

ACCESSIBLE AND NON-ACCESSIBLE URINALS

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

C

ACCESSIBLE AND NON-ACCESSIBLE LAVATORIES

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

B

ACCESSIBLE AND NON-ACCESSIBLE TOILET COMPARTMENTS

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

A

F1

PLAN

F2

ELEVATION

F3

SECTION

A2

A3AG.3

A2

A4AG.3

B3

B2AG.3

F2

F3 AG.3

C2

C3AG.3

B1

PLAN

B2

ELEVATION AT SIDE WALL

B3

ELEVATION AT BACK WALL

C1

PLAN

C2

ELEVATION

C3

SECTION

A2

ELEVATION @ REAR WALL

A3

ELEVATION @ SIDE WALL

A4

ELEVATION @ SIDE WALL

A1

PLAN

NO OBSTRUCTIONS IN

ZONES ABV AND BLW

GRAB BAR

PROJECTING OBJECT

GREATER THAN 1/4"

EXCEPTION:

THE SPACE BETWEEN THE TOP

OF THE GRAB BAR AND SHOWER

CONTROLS, SHOWER FITTINGS,

AND OTHER GRAB BARS IS

PERMITTED TO BE 1 1/2" MIN

1 1/4" DIAMETER GRAB BAR

PROJECTING OBJECT

GREATER THAN 1/4"

M

IN

1 1/2"

IN

/2

GRAB BAR SPACING

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

D

M

IN

M

IN

/2

CL

33"

42" MAX

24" MIN

TOILET TISSUE

DISPENSER

OUTLET LOCATION

BELOW GRAB BAR

40"

* 25" IS REQUIRED IF THE PAPER TOWEL DISPENSER IS

LOCATED ON THE SIDE WALL NEXT TO THE LAVATORY. 15"

IS THE CODE MIN IF THE PAPER TOWEL DISPENSER IS

RECESSED OR LOCATED SOMEWHERE ELSE IN THE ROOM

M

IN

6" MIN

" 2

M A

X

TA-6

K N

E E

A N

D T

E

A R

A N

C E

S U

R F

A C

E

TA-6

T

O T

O P

S U

R F

A C

E

M A

X

M

IN

M

IN

MIN

30"

TA-23

PLAN

MIN KNEE

AND TOE

CLEARANCE

K N

E E

A N

D T

E

A R

A N

C E

M A

X

M A

X

O U

T L

E T

M A

X

TA-6

O U

T L

E T

M A

X

THIS DRAWING IS FOR MOUNTING LOCATION INFORMATION ONLY.

SOME ITEMS OR CONDITIONS MAY BE SHOWN WHICH ARE NOT

INCLUDED IN THIS PROJECT, THEY MAY BE DISREGARDED.

IF WITHIN THE DOCUMENTS THERE ARE CONDITIONS OR

STATEMENTS WHICH CONFLICT WITH THESE GUIDELINES, NOTIFY

THE ARCHITECTURAL REPRESENTATIVE IMMEDIATELY FOR FURTHER

DIRECTIONS.

ACCESSORY LEGEND

TA-1 SURFACE TOILET TISSUE DISPENSER ROLL TYPE

TA-2 NOT USED

TA-3 SURFACE PAPER TOWEL DISPENSER C FOLD - LARGE

TA-4 NOT USED

TA-5 NOT USED

TA-6 ELECTRIC HAND DRYER

TA-7 NOT USED

TA-8 SURFACE NAPKIN / TAMPON VENDOR

TA-9 NOT USED

TA-10 SURFACE NAPKIN DISPOSAL

TA-11 NOT USED

TA-12 NOT USED

TA-13 SURFACE SOAP DISPENSER

TA-14 NOT USED

TA-15 NOT USED

TA-16 SURFACE SEAT COVER DISPENSER

TA-17 NOT USED

TA-18 NOT USED

TA-19 MOP STRIP (TAG NOT SHOWN, PROVIDE AT ALL MOP SINKS.)

TA-20 FRAMED MIRROR

TA-21 NOT USED

TA-22 NOT USED

TA-23 SURFACE BABY CHANGING STATION HORIZONTAL

TA-24 NOT USED

TA-25 NOT USED

TA-26 NOT USED

TA-27 NOT USED

TA-28 GRAB BAR STRAIGHT HORIZONTAL

TA-29 GRAB BAR STRAIGHT VERTICAL

TA-30 NOT USED

TA-31 NOT USED

NOTES:

1. DIMENSIONS ARE TO FACE OF WALL FINISH.

2. WARM AIR DRYERS ARE LISTED SEPARATELY

US Army Corps of Engineers ®

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AIR HANDLER UNIT

CHILLER

SPACE ALLOCATED

FOR COLD BOX

CONDENSING UNIT

OUTSIDE

AIR UNIT

A-109

A4

4.9

K L

EQUIPMENT CLEARANCE,

SEE MECHANICAL DRAWINGS

ELEVATED DUNNAGE FOR

MECHANICAL EQUIPMENT,

STRUCTURAL DRAWINGS

149' - 3 3/4"

CULLUM-LINCOLN TUNNEL

BELOW GRADE

TRANSFORMER,

SEE ELEC. DRAWINGS

TRANSFORMER PAD

SIDEWALK TO

LINCOLN HALL

EXISTING

RETAINING

WALLS

NEW RETAINING WALL,

SEE STRUCT. DRAWINGS

A-702

A1ATFP FENCE WITH 6" MAX.

OPENING RESTRICTS

ACCESS TO ALL MEP

EQUIPMENT. LOCKABLE

ACCESS POINTS.

K.6

2.5

6.4

MECHANICAL YARD CLIN

INCLUDES

ALL ARCHITECTURAL

AND STRUCTURAL

IN NORTH SERVICE YARD

NOT INCLUDED IN

MECHANICAL YARD CLIN

ANY REPAIR TO EXISTING

RETAINING WALLS

NOT INCLUDED IN

MECHANICAL YARD CLIN

ANY REPAIR TO

EXISTING STAIRS

26'-3"

COORD. EXTENT OF

RAILING W/ AHU,

4" MAX GAP BETWEEN

AHU AND RAILING

COORD. EXTENT OF

RAILING W/ AHU,

4" MAX GAP BETWEEN

AHU AND RAILING

A1

A-300

EXISTING LOADING DOCK

WEST POINT CLUB

TRASH COMPACTOR,

RELOCATED TO

MAKE SPACE FOR

GENERATOR

WEST

POINT CLUB

COLD BOX

WEST POINT CLUB

EGRESS STAIR

CULLUM HALL

GENERATOR

SEE ELECTRICAL

A1

A-301

FIREPUMP HOUSE

BELOW MECHANICAL

DUNNAGE

DUCTWORK AND PIPING,

SEE MECHANICAL DRAWINGS

MANHOLE SHOWN DASHED,

TYPICAL, SEE ELEC. DRAWINGS

4.9

K L

ACCESS INTO

FIREPUMP HOUSE,

SEE FIREPROTECTION

DRAWINGS AND

SPECIFICATIONS.

TRANSFORMER PAD, SEE

STRUCTURAL DRAWINGS

OUTLINE OF DUNNAGE

ABOVE

/2

/8

3 1/2"

40'-6"

/2

22'-0" 18'-6" 4 1/2"

/8

C H

-S Y

.1 C

H -S

Y .3

C H

-S Y

.2

A-702

A3

A-702

A1

ATFP FENCE WITH 6" MAX.

OPENING RESTRICTS

ACCESS TO ALL MEP

EQUIPMENT. LOCKABLE

ACCESS POINTS.

ACCESS BELOW

DUNNAGE, TO REAR

YARD, AND UPPER TO

DUNNAGE PLATFORM.

LOCKABLE.

134' - 7 3/4"

K.6

2.5

TRANSFORMER, SEE

ELECTRICAL DRAWINGS

NEW RETAINING WALL, SEE

STRUCTURAL DRAWINGS

CONRETE SLAB FULL EXTENTS

OF NORTH SERVICE YARD, SEE

STRUCTURAL DRAWINGS

CULLUM-LINCOLN TUNNEL

BELOW GRADE

MANHOLE SHOWN

DASHED, SEE ELECTRICAL

DRAWINGS

139' - 10 3/4"

134' - 4 1/2"

S L O

P E

S L O

P E

6.4

EXISTING RETAINING WALL

PITCH SLAB 1"/12" AWAY FROM

EXIST. BUILDINGS AND NEW

RETAINING WALL AT PERIM., TYP.

140' - 5"

MECHANICAL YARD CLIN

INCLUDES

ALL ARCHITECTURAL

AND STRUCTURAL

IN NORTH SERVICE YARD

NOT INCLUDED IN

MECHANICAL YARD CLIN

ANY REPAIR TO EXISTING

RETAINING WALLS

NOT INCLUDED IN

MECHANICAL YARD CLIN

ANY REPAIR TO

EXISTING STAIRS

C L

TRENCH DRAIN, SEE CIVIL

DRAWINGS 138' - 10 3/4"

GENERAL NOTES

1. SEE A-005 HISTORIC DIAGRAMS FOR NOTES ON THE DESIGN APPROACH FOR

RENOVATION IN HISTORIC SPACES.

2. ELEVATIONS ARE FINISH FLOOR ELEVATIONS AND ARE SET TO MATCH

EXISTING FINISH FLOOR ELEVATIONS.

3. VERIFY ALL EXISTING TO REMAIN FINISH FLOOR ELEVATIONS IN MULTIPLE

LOCATIONS.

4. COORDINATE EXISTING TO REMAIN WORK WITH NEW WORK AT ALL

LOCATIONS INCLUDING THRESHOLDS, SILLS, AND FLOOR TRANSITIONS. SEE

EXTERIOR DOOR DETAILS AND INTERIOR THRESHOLD DETAILS.

5. SEE EXTERIOR ELEVATION SHEETS FOR EXTERIOR ELEVATION SCOPE

6. SEE SHEET A-111 FOR TERRACE SCOPE.

7. SEE SHEET A-501 FOR EXISTING TO REMAIN HISTORIC STONE STAIRS

8. SEE STRUCTURAL DRAWINGS NEW FOUNDATIONS, UNDERSLAB DRAINAGE,

NEW CONCRETE SLABS, DUNNAGE, AND SITE WALL IN THE NORTH SERVICE

YARD.

9. SEE CIVIL DRAWINGS FOR SITE UTILITIES.

10. SEE LANDSCAPE DRAWINGS FOR LANDSCAPING.

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

0 84

US Army Corps of Engineers ®

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PLAN NORTH

A-109

E N

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SCALE: 1/8" = 1'-0"A-109

REF SHEET: A-1B1

NORTH SERVICE YARD EQUIPMENT PLAN - UPPER ELEVATIONA8

SCALE: 1/8" = 1'-0"A-109

REF SHEET: A-108

SOUTH SERVICE YARD EQUIPMENT PLANA1

SCALE: 1/8" = 1'-0"A-109

REF SHEET: A-1B2

NORTH SERVICE YARD EQUIPMENT PLAN - LOWER ELEVATIONA4

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/2 /2

LEVEL B1

150' - 0 3/4"

LEVEL B2

139' - 10 3/4"

LEVEL B3

134' - 7 3/4"

A-109.2

E1

HEAVY DUTY SELF-CLOSING

BARREL HINGE.

B.O.D. = SHUT IT CI3950

M A

X

BALUSTERS

SPACED

4" O.C. TYP.

REFER TO

STRUCT. FOR

FASTENING DTL.

LEVEL B1

150' - 0 3/4"

LEVEL B2

139' - 10 3/4"

LEVEL B3

134' - 7 3/4"

A-109.2

E5

SEE ELEVATIONS

VARIES

S E

E E

L E

V A

T

IO

N S

V A

R

IE

S

HOLES TAPPED IN FRAME AS

REQUIRED TO BOLT TO

CONTINUOUS STEEL ANGLE

STEEL CHANNEL FRAME

ELEVATIONSECTION

NOTE:

SEE SPEC SECTION

10 22 13 - WIRE MESH PARTITIONS

FOR ATFP SCREEN. FINISH HOT-DIPPED

GALVANIZED.

BASIS OF DESIGN PRODUCT:

WIRE MESH PRODUCT, 1 1/2" NO 10. GA

SURE GUARD™ - STANDARD DUTY, THE G-

S COMPANY, 7920 STANSBURY ROAD

BALTIMORE, MD 21222. PHONE:

410.284.9549 FAX: 410.282.6499. FINISH

HOT-DIPPED GALVANIZED.

10 GAGE WIRE, 1-1/2 INCH MESH

WELDED L6x4x5/16 (LLH), SEE STRUCTURAL

HSS GIRT,

SEE STRUCTURAL

WIDE FLANGE

COLUMN BEYOND,

SEE STRUCTURAL

SCREEN PANEL

FRAME

THROUGH-BOLT TO

ANGLE IN FIELD

SLOTTED HOLES

FOR 3/8" BOLTS

HEAVY DUTY SELF-CLOSING BARREL HINGE.

B.O.D. = SHUT IT CI3950

FRONT ELEVATION SIDE ELEVATION

PLAN

HSS POST, SEE

STRUCTURAL

+/- 2 1/2"

+/- 2 1/2"

GATE FRAME

GATE FRAME

HSS POST, SEE

STRUCTURAL

SEE ELEVATIONS

VARIES

S E

E E

L E

V A

T

IO

N S

V A

R

IE

S

STEEL CHANNEL FRAME

ELEVATIONSECTION

E

Q E

Q

A-109.2

E1

A-109.2

E3

NOTE:

SEE SPEC SECTION

10 22 13 - WIRE MESH PARTITIONS

FOR ATFP SCREEN. FINISH HOT-DIPPED

GALVANIZED.

BASIS OF DESIGN PRODUCT:

WIRE MESH PRODUCT, 1 1/2" NO 10. GA

SURE GUARD™ - STANDARD DUTY, THE G-

S COMPANY, 7920 STANSBURY ROAD

BALTIMORE, MD 21222. PHONE:

410.284.9549 FAX: 410.282.6499. FINISH

HOT-DIPPED GALVANIZED.

10 GAGE WIRE, 1-1/2 INCH MESH

BOLT, SPAN TO

HSS STRUCTURE

FRONT ELEVATION SIDE ELEVATION

PLAN

HSS POST, SEE

STRUCTURAL

GATE FRAME

MAX

1"

LOCKABLE

GRAVITY LATCH

GATE FRAME

HSS POST, SEE

STRUCTURAL

BOLT, SPAN TO

HSS STRUCTURE

LOCKABLE

GRAVITY LATCH

US Army Corps of Engineers ®

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

1 0

SCALE: 3/4" = 1'-0"A-109.2

REF SHEET: A-109.1

ATFP SCREEN SECTION 1B9

SCALE: 3/4" = 1'-0"A-109.2

REF SHEET: A-109.1

ATFP SCREEN SECTION 2B7

SCALE: 1" = 1'-0"A-109.2

REF SHEET: A-109.1

ATFP SCREEN STANDARD PANELA5

1/2 1 21

SCALE: 1" = 1'-0"

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/1 /2

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/2 /2

SCALE: 1 1/2" = 1'-0"A-109.2

REF SHEET: A-109.2

SCREEN PANEL FASTENING

CONNECTIONE5

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

SCALE: 3" = 1'-0"A-109.2

REF SHEET: A-109.2

GATE HINGE DETAILSE1

SCALE: 1" = 1'-0"A-109.2

REF SHEET: A-109.1

ATFP SCREEN GATE PANELA2

SCALE: 3" = 1'-0"

1/21/4

SCALE: 3" = 1'-0"A-109.2

REF SHEET: A-109.2

GATE LATCH DETAILSE3

MECHANICAL YARD CLIN

INCLUDES ALL

ARCHITECTURAL AND

STRUCTURAL IN

NORTH SERVICE YARD

ACT CEILING SYSTEM

MECHANICAL RADIANT

HEATING PANEL

AT EXTERIOR WALL

NEW INSULATED WINDOW

SEE EXTERIOR WINDOW

SCHEDULE AND DETAILS

PARTITION BEYOND,

SEE SCHEDULE

LIGHT, SEE ELECTRICAL

EXISTING EXTERIOR WALL

TO REMAIN

NEW SLAB BELOW TERRACE,

SEE STRUCTURAL DRAWINGS

UTILITIES ABOVE CEILING

SEE MEP DRAWINGS

EX10 EX1EX1EX1

SEE MECH

+/- 1'-0"

ACT T-BAR SUPPORT AT

ACT, ACT L-ANGLE AT

WALL, COORDINATE SIZE

WITH RADIANT PANEL

FACE TRIM.

A-650

A4

SIM

ALIGN

ACT CEILING SYSTEM

MECHANICAL DIFFUSER

AT WINDOWS

CONTINUOUS METAL AXIOM

TRIM AT PERIMETER.

COORDINATE WITH

MECHANICAL DIFFUSERS.

INSTALL CONTINUOUS

BLANKOFF PANELS

BETWEEN DIFFUSERS.

NEW INSULATED WINDOW

SEE EXTERIOR WINDOW

SCHEDULE AND DETAILS

PARTITION BEYOND,

SEE SCHEDULE

EX10 EX1EX1EX1

LIGHT, SEE ELECTRICAL

DRAWINGS

NEW STRUCTURAL SLAB AT TERRACE

SEE STRUCTUAL DRAWINGS

EXISTING EXTERIOR WALL

TO REMAIN

UTILITIES ABOVE CEILING

ALIGN

A-650

A4

SIM

ACT CEILING TRIM, AXIOM

OR EQUAL

10"

LEVEL 1

161' - 7 3/4"

NS2

EX10 EX1EX1EX1

UTILITIES ABOVE

CEILING, SEE MEP

DRAWINGS

LOWERED GWB SOFFIT FOR

MECHANICAL ENCLOSURE

MECHANICAL DIFFUSER

AT EXTERIOR WALL

UTILITIES EXPOSED IN ROOM TO MAXIMIZE

CEILING HEIGHT. SEE RCP FOR LAYOUT

AND SEE MEP DRAWINGS FOR TYPES

LOWERED ACT SOFFIT

FOR MECH. ENCLOSURE

+/- 7'-6" 2'-0"

EXISTING MILLWORK

1'-10" VIF 2'-8"

/2

" PARTITION TYPE 'EX' CONTINUES

TO CEILING BELOW TERRACE AND

LOGGIA; PROVIDE THERMAL

BREAKS AT ALL PENETRATIONS.

LOGGIA

CH-107

CORR

CH-B1C1

OFFICE

CH-B107EXISTING MILLWORK

TO REMAIN

EXISTING DOOR

WITH NEW HARDWARE

EXISTING TRANSOM, DEMOLISH

SEE DEMOLITION PLAN AD-1B1

FOR EXTENTS

TERRACE

APPROXIMATE HEIGHT,

HEIGHT MAY VARY IN

FIELD, KEEP TIGHT TO

UNDERSIDE OF

STRUCTURE ABOVE

APPROXIMATE HEIGHT,

HEIGHT MAY VARY IN

FIELD, KEEP TIGHT TO

UNDERSIDE OF

STRUCTURE ABOVE

160' - 1 1/4"

REPLACEMENT OF

EXISTING TERRACE, SEE

TERRACE DETAILS SHEET

AND STRUC. DRAWINGS

SUSPENDED MTL

STUD FRAMING W/

5/8" GWB WRAP

PRIMARY ACT CEILING

ALONG LENGTH OF CORR.

A-562

A1

SIM

A-650

A4

SIM

INTUMSCENT COVERING

FOR FOAM INSULATION

WHERE FOAM IS NOT

COVERED WITH GYPSUM

BOARD

US Army Corps of Engineers ®

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1/2 1 21

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"A-560

RCP DETAIL @ B1 AND B2 BATHROOMD1

SCALE: 1" = 1'-0"A-560

RCP DETAIL @ B1 CORRIDORA1

SCALE: 1" = 1'-0"A-560

RCP DETAIL @ B1 PERIMETER OFFICESD4

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EXTERIOR

EXISTING WOOD TRIM TO REMAIN

EXISTING WOOD STOOL TO

REMAIN, PAINT

REMOVE, SALVAGE, CLEAN AND LABEL

WOOD APRON TRIM. REINSTALL AT

ORIGINAL WINDOW OPENINGS, PAINT

EXISTING STONE SILL

EXISTING 2'-3" Field Measured at B1 Level, V.I.F

INTERIOR

NEW FIXED ALUMINUM WINDOW

UNIT WITH BLAST RESISTANT

INSULATED GLAZING TO COMPLY

WITH UFC 4 010 01

BACKER ROD AND SEALANT

ASSUMED EXISTING WALL

CONSTRUCTION

CONTINUOUS SEALANT JOINT

SHIM, FILL SPACE BETWEEN

SHIMS WITH FIBERGLASS BATT

INSULATION, TYP.

NEW CUSTOM ALUMINUM

PROFILE TRIM

GLAZING FRAME BITE TO COMPLY

WITH ATSM F 2248

0 EX1

LOCATION OF EXISTING FINISHED

FACE OF PLASTER FOR REFERENCE

CUT SUBSTOOL AT STOOL.

PROVIDE WOOD SUBSTOOL

EXSTENSION. PROFILE TO MATCH

EXISTING, PAINT.

EXISTING MASONRY WALL LOCATION OF EXISTING FINISHED

FACE OF PLASTER FOR REFERENCE

EXISTING WOOD STOOL TO

REMAIN, CLEAN & PAINT

NEW FIXED ALUMINUM WINDOW

UNIT WITH BLAST RESISTANT

INSULATED GLAZING TO COMPLY

WITH UFC 4 010 01

NEW CUSTOM ALUMINUM

PROFILE TRIM

EXISTING STONE SILL

CONTINUOUS SEALANT JOINT

SHIM, FILL SPACE BETWEEN

SHIMS WITH FIBERGLASS BATT

INSULATION, TYP.

BACKER ROD AND SEALANT

GLAZING FRAME BITE TO COMPLY

WITH ATSM F 2248

ASSUMED EXISTING WALL

CONSTRUCTIONTO MATCH EXIST. RECESS

EXISTING WOOD TRIM TO REMAIN,

CLEAN & PAINT

1 3/4" 3 3/8"

1"

TO MATCH

EXISTING

WOOD SUBSTOOL EXTENSION,

PAINT

CONTINUOUS SEALANT JOINT

WOOD BLOCKING AS REQUIRED

NEW CUSTOM PROFILE

ALUMINUM TRIM

EXISTING STONE LINTEL

NEW FIXED ALUMINUM WINDOW

UNIT WITH BLAST RESISTANT

INSULATED GLAZING TO COMPLY

WITH UFC 4 010 01

EXISTING WOOD TRIM TO REMAIN,

CLEAN & PAINT

CONTINUOUS SEALANT JOINT

SHIM, FILL SPACE BETWEEN

SHIMS WITH FIBERGLASS BATT

INSULATION, TYP.

BACKER ROD AND SEALANT

GLAZING FRAME BITE TO COMPLY

WITH ATSM F 2248

ASSUMED EXISTING WALL

CONSTRUCTION

LOCATION OF EXISTING FINISHED

FACE OF PLASTER FOR REFERENCE

0 EX1

WD. BLOCKING AS REQUIRED

5/8" GYPSUM, PAINT

CONTINUOUS SEALANT JOINT

EXISTING WOOD STOOL TO

REMAIN, PAINT

EXISTING MASONRY SILL

EXTERIOR INTERIOR

EXISTING WOOD TRIM TO REMAIN,

PAINT

NEW FIXED ALUMINUM WINDOW

UNIT WITH BLAST RESISTANT

INSULATED GLAZING TO COMPLY

WITH UFC 4 010 01

BACKER ROD AND SEALANT

ASSUMED EXISTING WALL

CONSTRUCTION

CONTINUOUS SEALANT JOINT

GLAZING FRAME BITE TO COMPLY

WITH ATSM F 2248

SHIM, FILL SPACE BETWEEN SHIMS WITH

FIBERGLASS BATT INSULATION, TYP.

EXISTING MASONRY WALL EXISTING PLASTER WALL

EXISTING WOOD STOOL TO

REMAIN, PAINT

EXISTING WOOD TRIM TO REMAIN,

PAINT

NEW CUSTOM ALUMINUM

PROFILE TRIM

NEW FIXED ALUMINUM WINDOW

UNIT WITH BLAST RESISTANT

INSULATED GLAZING TO COMPLY

WITH UFC 4 010 01

BACKER ROD AND SEALANT

ASSUMED EXISTING WALL

CONSTRUCTION

CONTINUOUS SEALANT JOINT

GLAZING FRAME BITE TO COMPLY

WITH ATSM F 2248

SHIM, FILL SPACE BETWEEN SHIMS WITH

FIBERGLASS BATT INSULATION, TYP.

EXISTING STONE SILL

TO MATCH EXIST. RECESS

1 3/4" 3 3/8"

EXISTING MASONRY

LINTEL

NEW CUSTOM PROFILE

ALUMINUM TRIM

EXISTING WOOD TRIM TO REMAIN,

PAINT

NEW FIXED ALUMINUM WINDOW

UNIT WITH BLAST RESISTANT

INSULATED GLAZING TO COMPLY

WITH UFC 4 010 01

BACKER ROD AND SEALANT

ASSUMED EXISTING WALL

CONSTRUCTION

CONTINUOUS SEALANT JOINT

GLAZING FRAME BITE TO COMPLY

WITH ATSM F 2248

SHIM, FILL SPACE BETWEEN

SHIMS WITH FIBERGLASS BATT

INSULATION, TYP.

EXISTING PLASTER WALL TO REMAIN

US Army Corps of Engineers ®

SHEET ID

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SCALE: 3"=1'-0"

INCHES

A-611

RTA SUBMISSION 2/11/2021

W

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JN LK JN

2/

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W

2D S-

-R

-0

A-611

WINDOW SILL

3" = 1'-0"

A-611

WINDOW JAMB

3" = 1'-0"

A-611

WINDOW HEAD

3" = 1'-0"

A-611

WINDOW SILL

3" = 1'-0"

A-611

WINDOW JAMB

3" = 1'-0"

A-611

WINDOW HEAD

3" = 1'-0"

B1 & B2 LEVEL WINDOWS NORTH AND SOUTH FIXED WINDOWS

2/

/2

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5/

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150' - 0 3/4"

LEVEL B2

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LEVEL B2 ARCHIVE

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STORAGE

CH-B210B

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ORIGINAL SPIRAL STAIR

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EDGE OF METAL DECK

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CH-401

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ORIGINAL SPIRAL

STAIR TO BE

UNBOLTED,

ROTATED 90o CCW, AND BOLTED INTO

NEW POSITION

SHARED UTILITY

CH-301

NS2

ATTIC

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CH-401

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8'-8"

1'-9 1/2"

4'-0" 7'-1 1/2"

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MECHANICAL

CH-B216

LEVEL B1

150' - 0 3/4"

LEVEL B2

139' - 10 3/4"

LEVEL B3

134' - 7 3/4"

LEVEL B2 ARCHIVE

135' - 3 3/4"

MECH PIT

130' - 8 1/2"

233.845

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SEE STRUCT.

MECHANICAL

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EW4

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A-701

134' - 7 3/4"

139' - 10 3/4"

8 TREADS @ 11"

7'-4"

MECHANICAL

CH-B216

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LEVEL B2

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LEVEL B3

134' - 7 3/4"

EW4

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BEYOND

MAINTAIN

CODE MINIMUM

CLEARANCE ABOVE

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CL

ORIGINAL SPIRAL STAIR

TO BE UNBOLTED,

ROTATED 90-DEGREES

CCW, AND BOLTED INTO

NEW POSITION

SHARED UTILITY

CH-301

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

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SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-701

STAIR & LIFT SECTION -

ARCHIVEE8

SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-140

SPIRAL STAIR PLAN - ATTICC6

SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-701

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SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-1B2

STAIR & LIFT PLAN - ARCHIVEA8

SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-1B2

MECH ROOM SOUTH STAIR PLANA1

SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-701

MECH ROOM SOUTH STAIR SECTIONE1

SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-1B2

MECH ROOM NORTH STAIR PLANA4

SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-701

MECH ROOM NORTH STAIR

SECTIONE4

SCALE: 1/4" = 1'-0"A-701

REF SHEET: A-130

SPIRAL STAIR PLAN - THIRD FLOORA6

MECHANICAL / PLUMBING EQUIPMENT COORDINATION SCHEDULE

EQUIPMENT IDENTIFICATION LOCAL DISCONNECT DEVICE STARTER

REMARKS

EQUIPMENT TAG DESCRIPTION PHYSICAL LOCATION AREA / SPACE SERVED

ELECTRICAL

PANEL/SOURCE

HP FLA KW VOLTS-Ø

UNFUSED

SWITCH

FUSED

SWITCH

FHP MAN.

MOTOR

SWITCH

PROVIDED BY

TYPE COMBINATION ACCESSORIES

PROVIDED BY

MAN. MAG. VFD MCP

SW

UNF

SW

FU

ON/OFF

SW

PB HOA SW PILOT (E.G. SKID MOUNTED, PACKAGED, ETC.)

AHU-1 SUPPLY FANS BASEMENT MER LEVELS B1 & B2 - ARCHIVES DP-OS (4) 5 30 460/3 X DIV 23 EMERGENCY POWER

AHU-2

SUPPLY FANS NORTH SERVICE YARD LEVELS B1 & B2 - BUFFER ZONES DP-M-1 (4) 5 30 460/3 X DIV 23

RETURN FANS NORTH SERVICE YARD LEVELS B1 & B2 - BUFFER ZONES DP-M-1 (4) 3 19 460/3 X DIV 23

AHU-3 SUPPLY FANS ABOVE STAGE LEVELS 1 & 2 - BALL ROOM & MEMORIAL ROOM DP-M-2 (4) 7.5 44 460/3 X DIV 23

B-1 BOILER BASEMENT MER EMERGENCY HEATING AP-OS-B1 1.7 120/1 EMERGENCY POWER / CP BY DIV 23

CH-1 AIR-COOLED CHILLER NORTH SERVICE YARD EMERGENCY COOLING DP-OS 31.86 460/3 X DIV 23 EMERGENCY POWER

CP-1 CONDENSATE PUMP SEE DRAWINGS FCU 2M-1 & FCU B3-1 & FCU B3-2 1/5 0.6 120/1

CUH-1-1 CABINET UNIT HEATER CH-103A CH-103A AP-M-B2 0.25 0.48 120/1 X DIV 23

CUH-1-2 CABINET UNIT HEATER CH-105 CH-105 AP-M-B2 0.25 0.48 120/1 X DIV 23

CUH-B2-1 CABINET UNIT HEATER B205 B205 AP-M-B2 0.13 0.3 120/1 X DIV 23

CUH-B2-2 CABINET UNIT HEATER B217 B217 AP-M-B2 0.13 0.3 120/1 X DIV 23

CUH-B1-1 CABINET UNIT HEATER B100 B100 AP-M-B2 0.13 0.3 120/1 X DIV 23

CUH-B1-2 CABINET UNIT HEATER B122 B122 AP-M-B2 0.13 0.3 120/1 X DIV 23

CUH-B1-3 CABINET UNIT HEATER NW STAIR NW STAIR AP-M-B2 0.13 0.3 120/1 X DIV 23

CR-1 CONDENSATE RECEIVER BASEMENT MER CULLUM CONDENSATE RETURN DP-M-1 (2) 0.5 2 460/3 X DIV 23 X X DIV 23 CP BY DIV 23

CR-2 CONDENSATE RECEIVER TUNNEL CULLUM/LINCOLN CONDENSATE RETURN DP-M-1 (2) 0.5 2 460/3 X DIV 23 X X DIV 23 CP BY DIV 23

CRU-B1-1 COMPUTER ROOM UNIT MAIN TELECOM MAIN TELECOM AP-OS-B1 30 208/1 X DIV 26 EMERGENCY POWER

CRU-B1-2 COMPUTER ROOM UNIT MAIN TELECOM MAIN TELECOM AP-OS-B1 30 208/1 X DIV 26 EMERGENCY POWER

DHU-1 DEHUMIDIFIER BASEMENT MER ARCHIVES DP-OS 5 460/3 X DIV 26 EMERGENCY POWER

DHU-2 DEHUMIDIFIER BASEMENT MER COLD STORAGE AP-OS-B1 2.35 208/1 X DIV 26 EMERGENCY POWER

EF-1 EXHAUST FAN TUNNEL (EAST) GENERAL EXHAUST DP-M-1 1.5 3 460/3 X DIV 23

EWH-1 ELECTRIC WATER HEATER SEE DRAWINGS RESTROOM SINKS AP-M-B2 3.5 120/1

EWH-2 ELECTRIC WATER HEATER SEE DRAWINGS GENERAL HOT WATER AP-M-B2 1.5 120/1 X DIV 26

FCU-B3-1 FAN COIL UNIT TUNNEL NE TUNNEL NE AP-M-B2 0.03 0.5 208/1 X DIV 23

FCU-B3-2 FAN COIL UNIT TUNNEL SE TUNNEL SE AP-M-B2 0.03 0.5 208/1 X DIV 23

FCU-B2-1 FAN COIL UNIT B219 B219 AP-M-B2 0.23 0.6 208/1 X DIV 23

FCU-B1-1 FAN COIL UNIT B120 B120 AP-M-B2 0.16 0.6 208/1 X DIV 23

FCU-B1-2 FAN COIL UNIT B118 B118 AP-M-B2 0.23 0.6 208/1 X DIV 23

FCU-B1-3 FAN COIL UNIT B118 B118 AP-M-B2 0.23 0.6 208/1 X DIV 23

FCU-1-1 FAN COIL UNIT CH-100 CH-100 AP-M-B2 0.16 0.6 208/1 X DIV 23

FCU-1-2 FAN COIL UNIT CH-1S1 CH-1S1 AP-M-B2 0.04 0.3 208/1 X DIV 23

FCU-1-3 FAN COIL UNIT CH-1S1 CH-1S1 AP-M-B2 0.04 0.3 208/1 X DIV 23

FCU-1-4 FAN COIL UNIT CH-102A CH-102A AP-M-B2 0.22 0.6 208/1 X DIV 23

FCU-1-5 FAN COIL UNIT CH-102B CH-102B AP-M-B2 0.22 0.6 208/1 X DIV 23

FCU-1-6 FAN COIL UNIT CH-104B CH-104B, CH-106B AP-M-B2 0.24 0.6 208/1 X DIV 23

FCU-1-7 FAN COIL UNIT CH-103A CH-101 AP-M-B2 0.09 0.6 208/1 X DIV 23

FCU-2-1 FAN COIL UNIT ATTIC SOUTH CH-2S1, CH-3S1 AP-M-B2 0.32 0.6 208/1 X DIV 23

FCU-2M-1 FAN COIL UNIT ATTIC SOUTH CH-300 AP-M-B2 0.24 0.6 208/1 X DIV 23

FCU-3-1 FAN COIL UNIT CH-301 CH-301 AP-M-B2 0.08 0.6 208/1 X DIV 23

FCU-3-2 FAN COIL UNIT CH-302 CH-302 AP-M-B2 0.16 0.6 208/1 X DIV 23

FZP-2A CHW FREEZE PROTECTION PUMP AHU-2 SERVICE VESTIBULE AHU-2 SYSTEM DP-M-1 1.5 3 460/3

FZP-2B HW FREEZE PROTECTION PUMP AHU-2 SERVICE VESTIBULE AHU-2 SYSTEM AP-M-B2 0.5 4 120/1

FZP-3 HW FREEZE PROTECTION PUMP ATTIC NORTH AHU-3 SYSTEM AP-M-B2 0.5 4 120/1

GFT-1 GLYCOL FILL STATION BASEMENT MER EMERGENCY CHILLED WATER SYSTEM DP-OS 3/4 2 460/3 X EMERGENCY POWER

HUM-1-1 HUMIDIFIER BASEMENT MER AHU-1 SYSTEM DP-OS 56.1 460/3 X DIV 23 EMERGENCY POWER

HUM-2-1 HUMIDIFIER BASEMENT MER VAV 2-2 DP-M-1 3.7 460/1 X DIV 23

HUM-2-2 HUMIDIFIER TUNNEL VAV 2-5 DP-M-1 7.5 460/3 X DIV 23

HUM-2-3 HUMIDIFIER TUNNEL VAV 2-17 DP-M-1 7.5 460/3 X DIV 23

OAU-1 OUTSIDE AIR UNIT NORTH SERVICE YARD AHU-1 SYSTEM DP-OS 9.5 460/3 X DIV 23 EMERGENCY POWER

P-1 CHILLED WATER PUMP BASEMENT MER CHILLED WATER SYSTEM DP-OS 7.5 11 460/3 X DIV 23 EMERGENCY POWER

P-2 CHILLED WATER PUMP BASEMENT MER CHILLED WATER SYSTEM DP-OS 7.5 11 460/3 X DIV 23 EMERGENCY POWER

P-3 HOT WATER PUMP BASEMENT MER HOT WATER SYSTEM DP-OS 5 8 460/3 X DIV 23 EMERGENCY POWER

P-4 HOT WATER PUMP BASEMENT MER HOT WATER SYSTEM DP-OS 5 8 460/3 X DIV 23 EMERGENCY POWER

SP-1 SUMP PUMP ELEVATOR PIT ELEVATOR AP-OS-B1 3/10 1.2 120/1 EMERGENCY POWER

SP-2 DUPLEX SUMP PUMP MECH SERVICE

RF-1 RETURN FAN (AHU-1) BASEMENT MER AHU-1 SYSTEM DP-OS 7.5 11 460/3 X DIV 23 EMERGENCY POWER

RF-3A RETURN FAN (AHU-3) CH-302 AHU-3 SYSTEM DP-M-2 7.5 11 460/3 X DIV 23

RF-3B RETURN FAN (AHU-3) CH-301 AHU-3 SYSTEM DP-M-2 7.5 11 460/3 X DIV 23

UH-B2-1 UNIT HEATER BASEMENT MER BASEMENT MER AP-M-B2 16W 120/1 X DIV 23

UH-B1-1 UNIT HEATER AHU-2 SERVICE VESTIBULE AHU-2 SERVICE VESTIBULE AP-M-B2 16W 120/1 X DIV 23

VAV-X-X VARIABLE AIR VOLUME CONTROL BOX REFER TO DRAWINGS REFER TO DRAWINGS 0.1 120/1

VF-B3-1 VENTILATION FAN TUNNEL (NORTH) TUNNEL (NORTH) AP-M-B2 0.5 4 120/1 X DIV 23

VF-B3-2 VENTILATION FAN TUNNEL (SOUTH) TUNNEL (SOUTH) AP-M-B2 0.5 4 120/1 X DIV 23

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