W912QR25R0027_Plans-0003.pdf

H1 A-301

A10

A-301

IJJ.2LM GHK J.4 H.5 G.5J.9L.2L.9

12.1

13.2

13.314.4

14.9

EXPOSED

EXPOSED

EXPOSED

EXPOSED

EXPOSED

12'-0" AFF

EXPOSED EXPOSEDEXPOSED

EXPOSED

B073A

B073B

B073C B073D

H051

B089B088

B087

B050

B090

B070

B086

17'-0" AFF

12'-0" AFF

2HR RATED CEILING

ASSEMBLY; UL G504

GRAPHIC SCALE

164 8268

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

GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G P

L L O

U

IS

V

IL

L E

K

Y w w w .c e m s -a e .c o m

P

M

D a v e

Y e n s a n

P ro je c t:

C

.8

.3

PLAN NORTH

C E

M S

A-109

B A

S E

M E

N T

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

IO

D V

O N

T E

R S

C H

B M

C C

O Y

M S

M

IT

H

J

U N

- - 4

P

N

U M

B E

R

D R

A W

IN

G

C O

D E

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

R E

N O

V A

T E

R E

S E

A R

C H

F A

C

IL

IT

Y

F O

R M

S

A -F

P R

O J E

C T

N U

M B

E R

Z

H T

V

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

BASEMENT REFLECTED CEILING PLAN

AREA OF WORK

KEYPLAN

1. SEE OTHER DISCIPLINES DRAWINGS FOR

PENETRATION DETAILS THROUGH SOUND

RATED AND SECURE PERIMETER WALLS,

FLOORS, AND LID.

A

M E

N D

M E

N T

A U

G

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

W

2Q R

R

_P la ns -0

IJJ.2LM GHK J.4 H.5 G.5J.9L.2L.9

12.1

13.2

13.314.4

14.9

A6

A15

A15

A16 A16

A7

A7

IJJ.2LM GHK J.4 H.5 G.5J.9L.2L.9

12.1

13.2

13.314.4

14.9

A15 A15

A17A17

A7

A7

IJJ.2LM GHK J.4 H.5 G.5J.9L.2L.9

12.1

13.2

13.314.4

14.9

A15

A18

A15

A18

A7

A7

1. SEE ADDITIONAL FIRE RATED WALL AND

FLOOR/CEILING REQUIREMENTS ON

OTHER SHEETS.

2. RATED PENETRATIONS ARE TO BE

PROVIDED THROUGH ALL RATED WALL

AND FLOOR/CEILING ASSEMBLIES.

3. SEE OTHER DISCIPLINES DRAWINGS FOR

PENETRATION DETAILS THROUGH SOUND

RATED AND SECURE PERIMETER WALLS,

FLOORS, AND LID.

IJJ.2LM GHK J.4 H.5 G.5J.9L.2L.9

12.1

13.2

13.3

14.4

14.9

A29

GRAPHIC SCALE

164 8268

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

GENERAL NOTES

SHEET KEYNOTES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G P

L L O

U

IS

V

IL

L E

K

Y w w w .c e m s -a e .c o m

P

M

D a v e

Y e n s a n

P ro je c t:

C

.8

.3

PLAN NORTH

C E

M S

A-113

S P

R A

Y O

N F

IR

E

P R

O O

F

IN

G P

L A

N S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

IO

D V

O N

T E

R S

C H

B M

C C

O Y

M S

M

IT

H

J

U N

- - 4

P N

U M

B E

R

D R

A W

IN

G

C O

D E

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

R E

N O

V A

T E

R E

S E

A R

C H

F A

C

IL

IT

Y

F O

R M

S

A -F

P R

O J E

C T

N U

M B

E R

Z

H T

V

SCALE: 1/8" = 1'-0"A1

FIRST FLOOR FIRE RATING FLOOR PLAN

SCALE: 1/8" = 1'-0"J1

SECOND FLOOR FIRE RATING FLOOR PLAN

SCALE: 1/8" = 1'-0"J10

THIRD FLOOR FIRE RATING FLOOR PLAN

AREA OF WORK

KEYPLAN

A6 FIRST FLOOR 2-HR FLOOR/CEILING

ASSEMBLY AT CROSSHATCHED AREA.

FLOOR BEAMS AND FLOOR JOISTS IN THIS

AREA TO RECEIVE SPRAY-APPLIED FIRE

PROOFING TO ACHIEVE 2-HR FIRE RATING.

PENETRATIONS THROUGH FLOOR IN THIS

CROSSHATCHED AREA ARE TO BE 2-HR

RATED.

A7 1-HR FLOOR/CEILING ASSEMBLY AT

CROSSHATCHED AREA. PENETRATIONS

THROUGH FLOOR IN THIS

CROSSHATCHED AREA ARE TO BE 1-HR

RATED.

A15 STRUCTURAL BEAM TO RECEIVE

SPRAY-APPLIED FIRE PROOFING TO

ACHIEVE 2-HR FIRE RATING FROM 2-HR

FIRE RATED STAIR BACK TO COLUMN AT

GRID LINE 13.2.

A16 STRUCTURAL COLUMN, FROM BASEMENT

FLOOR LEVEL TO FIRST FLOOR LEVEL, TO

RECEIVE SPRAY-APPLIED FIRE PROOFING

TO ACHIEVE 2-HR FIRE RATING.

A17 STRUCTURAL COLUMN, FROM FIRST

FLOOR LEVEL TO SECOND FLOOR LEVEL,

TO RECEIVE SPRAY-APPLIED FIRE

PROOFING TO ACHIEVE 2-HR FIRE RATING.

A18 STRUCTURAL COLUMN, FROM SECOND

FLOOR LEVEL TO THIRD FLOOR LEVEL, TO

RECEIVE SPRAY-APPLIED FIRE PROOFING

TO ACHIEVE 2-HR FIRE RATING.

A29 2-HR SPRAY-APPLIED FIRE PROOFING AT

STEEL BEAMS, STEEL JOISTS, AND

UNDERSIDE OF STEEL LID DECK.

SCALE: 1/8" = 1'-0"A10

STEEL DECK LID FIRE RATING FLOOR PLAN

A

M E

N D

M E

N T

A U

G

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

W

2Q R

R

_P la ns -0

FIRST FLOOR

900'-0"

SECOND FLOOR

913'-0"

THIRD FLOOR

926'-0"

BASEMENT

879'-9"

T.O. LID

939'-2 1/2"

M L.9

RAISED ACCESS

FLOORING

CONC FLOOR ON

METAL DECK

CONC FLOOR ON

METAL DECK

CONC FLOOR ON

METAL DECK

A-501 B16

A-504 K7

A-504 E1

A-504 K1

NEW REINFORCED 12" CMU WALL

INFILL - PAINT EXTERIOR. SEE

STRUCTURAL.

UL L701

UL U415

UL U415

UL U415

UL U415

FIRST FLOOR

900'-0"

SECOND FLOOR

913'-0"

THIRD FLOOR

926'-0"

BASEMENT

879'-9"

T.O. LID

939'-2 1/2"

GH G.5

RAISED ACCESS

FLOORING

ACOUSTIC

CEILING

CONC FLOOR ON

METAL DECK

CONC FLOOR ON

METAL DECK

CONC FLOOR ON

METAL DECK

A-501 A11

A-501 G12

A-501 G2

A-501 L12

/2

UL L701

UL U415

UL U415

UL U436

FIRST FLOOR

900'-0"

T.O. HIGH ROOF

WALL

949'-3"

SECOND FLOOR

913'-0"

THIRD FLOOR

926'-0"

BASEMENT

879'-9"

T.O. LID

939'-2 1/2"

12 12.1

RAISED ACCESS

FLOORING

CONC FLOOR ON

METAL DECK

CONC FLOOR ON

METAL DECK

CONC FLOOR ON

METAL DECK

/2

A-503 A10

A-503 A10

A-505 A8

UL L701

UL U419

UL U419

UL U419

UL U419

A-503 A10

SIM

SIM

FIRST FLOOR

900'-0"

SECOND FLOOR

913'-0"

THIRD FLOOR

926'-0"

BASEMENT

879'-9"

T.O. LID

939'-2 1/2"

1514.9

RAISED ACCESS

FLOORING

/2

CONC FLOOR ON

METAL DECK

CONC FLOOR ON

METAL DECK

CONC FLOOR ON

METAL DECK

A-501 G5

A-501 G5

A-501 K6

A-501 A6

UL L701

UL U415

UL U415

UL U415

UL U415

GRAPHIC SCALE

02 4 8134

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

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

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3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

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IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

L O

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IL

L E

D

IS

T R

IC

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D

R M

A R

T

IN

L U

T H

E R

K

IN

G P

L L O

U

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V

IL

L E

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Y w w w .c e m s -a e .c o m

P

M

D a v e

Y e n s a n

P ro je c t:

C

.8

.3

C E

M S

A-302

W A

L L S

E C

T

IO

N S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

IO

D V

O N

T E

R S

C H

B M

C C

O Y

M S

M

IT

H

J

U N

- - 4

P N

U M

B E

R

D R

A W

IN

G

C O

D E

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

R E

N O

V A

T E

R E

S E

A R

C H

F A

C

IL

IT

Y

F O

R M

S

A -F

P R

O J E

C T

N U

M B

E R

Z

H T

V

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

H1

A-301 A1

WALL SECTION

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

H1

A-301 A5

WALL SECTION

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

A10

A-301 A10

WALL SECTION

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

A10

A-301 A14

WALL SECTION

A

M E

N D

M E

N T

J U

L

A

M E

N D

M E

N T

A U

G

2 2

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

W

2Q R

R

_P la ns -0

UP

UP

DN

UP

DN

DN

L.2L.9

14.9

C8 A-401

S6C.2

S C

.2

S3A

H6G.2

H4G.2

S2L.2

B

B

C15

A-401

B088A

A-502 K6

R @ 6 3/4"12

11"

6'-5 3/8"

/2

/8

/8

T O

S T

D F

A C

E

/2

/2

10 1/4"

S T

D T

O S

T D

/2

STEEL

RAILING

FIRST FLOOR

900'-0"

SECOND FLOOR

913'-0"

THIRD FLOOR

926'-0"

BASEMENT

879'-9"

T.O. LID

939'-2 1/2"

M L.2L.9

B

B

C15 A-401

/2

R

/2

R

/2

R

/2

R

/2

R

/4

R

/4

R

/4

A-501 A1

A-501 G2

A-501 G2

A-501 L1

A-501 L1

A-501 L1

A-501 L16

11" 5'-2" 3 1/4" CLEAR

11 T @ 11" = 10'-1"

11"

5'-6 3/8"

11 T @ 11" = 11"10'-1"11"

11"11 T @ 11" = 10'-1"11"5'-6 3/8"

11"10'-1"11"

A29

A-505 G14

A-505 D14

L.2L.9

14.9

C8

A-401

C15

A-401

H G

.2

H6G.2

S C

.2

R @ 6 1/2"12

R @ 6 1/2"12

L.2L.9

14.9

C8

A-401

C15

A-401

R @ 6 1/2"12

R @ 6 1/2"12

S6P.2a

H G

.2

H6G.2

S C

.2

S6C.2

S3A

L.2L.9

14.9

C8 A-401

C15

A-401

R @ 6 1/2"12

S6P.2a S6C.2

S C

.2

H6G.2

H G

.2

FIRST FLOOR

900'-0"

SECOND FLOOR

913'-0"

THIRD FLOOR

926'-0"

BASEMENT

879'-9"

T.O. LID

939'-2 1/2"

14.9

C8

A-401

3 7/8"

3'-6" 11" 3'-6"

3 5/8"

3 7/8"

3'-6"

WALL MOUNTED HANDRAIL, TYP

STRINGER MOUNTED

GUARDRAIL AND HANDRAIL, TYP

CONCRETE PAN TREAD SYSTEM, TYP

STEEL STRINGERS, TYP

GUARDRAIL

CONCRETE LANDING ON

METAL DECK, TYP

/2

A29

STEEL RAILING2

M A

X

GRAPHIC SCALE

02 4 8134

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

SHEET KEYNOTES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G P

L L O

U

IS

V

IL

L E

K

Y w w w .c e m s -a e .c o m

P

M

D a v e

Y e n s a n

P ro je c t:

C

.8

.3

PLAN NORTH

C E

M S

A-401

E N

L A

R G

E D

W E

S T

S T

A

IR

P L A

N S

A N

D S

E C

T

IO

N S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

IO

D V

O N

T E

R S

C H

B M

C C

O Y

M S

M

IT

H

J

U N

- - 4

P N

U M

B E

R

D R

A W

IN

G

C O

D E

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

R E

N O

V A

T E

R E

S E

A R

C H

F A

C

IL

IT

Y

F O

R M

S

A -F

P R

O J E

C T

N U

M B

E R

Z

H T

V

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

B1

A-101 B2

ENLARGED WEST BASEMENT STAIR PLAN

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

B2

A-401 C8

WEST STAIR SECTION

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

B1

A-102 E2

ENLARGED WEST FIRST FLOOR STAIR PLAN

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

C1

A-103 H2

ENLARGED WEST SECOND FLOOR STAIR PLAN

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

C1

A-104 M2

ENLARGED WEST THIRD FLOOR STAIR PLAN

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

B2

A-401 C15

WEST STAIR SECTION

A29 2-HR SPRAY-APPLIED FIRE

PROOFING AT STEEL BEAMS,

STEEL JOISTS, AND UNDERSIDE

OF STEEL LID DECK.

A

M E

N D

M E

N T

A U

G

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

W

2Q R

R

_P la ns -0

SECOND FLOOR

913'-0"

L.9

FINISH FLOOR AND BASE AS

SCHEDULED

(2) LAYERS 5/8" GYP BD, TYPE X

1" SHAFTWALL LINER PANEL

4" SHAFTWALL STUD @ 24" OC

4" SHAFTWALL HORIZ

STUD @ END WALL

SEALANT

DEFLECTION TRACK

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

4" SHAFTWALL STUD @ 24" OC

4" SHAFTWALL HORIZ

STUD @ END WALL

(2) LAYERS 5/8" GYP BD, TYPE X

STEEL COLUMN,

SEE STRUCTURAL.

THIRD FLOOR

926'-0"

L.9

(2) LAYERS 5/8" GYP BD, TYPE X

1" SHAFTWALL LINER PANEL

FINISH FLOOR AND BASE AS

SCHEDULED

(2) LAYERS 5/8" GYP BD, TYPE X

1" SHAFTWALL LINER PANEL

4" SHAFTWALL STUD @ 24" OC

4" SHAFTWALL HORIZ

STUD @ END WALL

DEFLECTION TRACK

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

STEEL BEAM; SEE

STRUCTURAL

T.O. LID

939'-2 1/2"

L.9

(2) LAYERS 5/8" GYP BD, TYPE X

4" SHAFTWALL J TRACK @ WALL

END

4" SHAFTWALL STUD @ 24" OC

1" SHAFTWALL LINER PANEL,

TYPE X

METAL DECK.

SEE STRUCTURAL

4" SHAFTWALL HORIZ

STUD @ END WALL

DEFLECTION TRACK

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

3/4" WOOD FIBER BOARD PER UL L701 2-HR ASSEMBLY,

SECURE TO STEEL LID DECK

STEEL BEAM. SEE

STRUCTURAL.

14 GAUGE BENT SECURE TO

BEAM TO SUPPORT DECK

EDGE AND LINER PANEL

SEALANT

SEALANT

SEE THIRD FLOOR 2HR FIRE

RATED AND SECURE AREA

CEILING DETAIL.

5/8" TYPE X CEMENT BOARD

CONT SANTOPRENE SEAL

CONT ALUMINUM SUPPORT PLATE

CONT ALUMINUM

SURFACE MOUNT FRAME

FLOOR FINISH SEE PLANS

SELF TAPPING METAL SCREW

RAISED ACCESS FLOORING

EXISTING CONC WALL

4"3"

ACOUSTICAL

CEILING PANEL

AND TEE

CONT ALUM

RECESSED FRAME

SELF TAPPING METAL SCREW

POP RIVET

CONT ALUM FRAME

CONT SANTOPRENE SEAL

WALL, SEE PLANS

4"

FLOOR FINISH

SEE PLAN

CONT ALUMINUM

SURFACE MOUNT FRAME

CONT. ALUMINUM

SUPPORT PLATE

CONT. ALUMINUM WALL FRAME

CONT SANTOPRENE SEAL

SELF TAPPING METAL SCREW WALL. SEE PLANS

RAISED ACCESS FLOORING

4" 3"

CONT ALUM VARIABLE

DEGREE PLATE

CONT VINYL GASKET

2"

CONT ALUM VARIABLE

DEGREE RETAINER

CONCRETE WALL

SELF TAPPING METAL SCREW

5 1/4"

/8

/8

PROVIDE TAMPER PROOF SCREWS IN SLOTTED

HOLES IN COVER SPACED NOT GREATER THAN

48" O.C. TO SECURE COVER TO WALL.

CONT ALUM VARIABLE

DEGREE PLATE

CONT VINYL GASKET

CONT ALUM VARIABLE

DEGREE RETAINER

WALL, SEE PLANS

SELF TAPPING METAL SCREW

FIRE RATED PREMANUFACTURED

SEISMIC JOINT CAPABLE OF NOT

LESS THAN 2" OF MOVEMENT IN

ALL DIRECTIONS

SELF TAPPING CONCRETE SCREW

CONT ALUM VARIABLE DEGREE RETAINER

CONT ALUM VARIABLE DEGREE PLATE

CONT. VINYL GASKET

FIRE RATED PREMANUFACTURED

SEISMIC JOINT CAPABLE OF NOT

LESS THAN 2" OF MOVEMENT IN

ALL DIRECTIONS

PROVIDE TAMPER PROOF SCREWS IN

SLOTTED HOLES IN COVER SPACED NOT

GREATER THAN 48" O.C. TO SECURE

COVER TO WALL.

EXISTING WALL TO REMAIN

4" SHAFTWALL STUD @ 24" OC

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

1" SHAFTWALL LINER PANEL

4" SHAFTWALL STUD @ 24" OC

STEEL COLUMN,

SEE STRUCTURAL

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

(2) LAYERS 5/8" GYP BD, TYPE X

(2) LAYERS 5/8" GYP BD, TYPE X

(2) LAYERS 5/8" GYP BD, TYPE X

AT THIRD FLOOR LADDER

LOCATION PROVIDE

ADDITIONAL METAL STUDS

FOR LADDER ANCHORAGE

5/8" GYP BD

COLD FORMED ANGLE

SECURED TO COLUMN FOR

GYP BD ATTACHMENT

STEEL COLUMN,

SEE STRUCTURAL

SOUND BATT INSULATION

HOLLOW METAL FRAME;

SEE JAMB DETAIL

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

5/8" GYP BD

STUD FRAMING AT

DOOR JAMB. SEE JAMB

DETAIL.

6"6"

SCALE: 3"=1'-0"

04 2

GRAPHIC SCALES

3"3"

SCALE: 6"=1'-0"

02 1

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

US Army Corps of Engineers ®

SHEET ID

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A-504

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A L L A

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C E

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

A1

A-302 K7

T.O.W / B.O. SECURED WALL DETAIL

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

A1

A-302 E1

SECURED T.O. WALL / LID DETAIL

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

A1

A-302 K1

SECURED T.O. WALL / LID DETAIL

SCALE: 6" = 1'-0"

B1

A-102 F12

SEISMIC FLOOR TO FLOOR DETAIL

SCALE: 6" = 1'-0"

B1

A-110 E6

SEISMIC WALL TO CEILING DETAIL

SCALE: 6" = 1'-0"

B1

A-102 L12

SEISMIC WALL TO FLOOR DETAIL

SCALE: 6" = 1'-0"A1

SEISMIC WALL CORNER

TO WALL CEILING DETAIL

SCALE: 6" = 1'-0"

B1

A-102 A8

SEISMIC WALL "T"

INTERSECTION DETAIL

SCALE: 3" = 1'-0"

B1

A-101 A12

SEISMIC 2-HR WALL BASEMENT DETAIL

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

C1

A-103 L17

PERIMETER SHAFT WALL

COLUMN WRAP DETAIL

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

B1

A-102 G17

COLUMN WRAP DETAIL

A

M E

N D

M E

N T

A U

G

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

5 W

2Q R

R

_P la ns -0

14.4

(2) LAYERS 5/8" GYP BD, TYPE X

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

4" SHAFTWALL STUD @ 24" OC

1" SHAFTWALL LINER PANEL

4" SHAFTWALL STUD @ 24" OC

(2) LAYERS 5/8" GYP BD, TYPE X

STRUCTURAL STEEL

COLUMN. SEE STRUCTURAL

5/8" GYP BD, TYPE X

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

(2) LAYERS 5/8" GYP BD, TYPE X

SURFACE MOUNTED SEISMIC COVER

FIRE RATED PREMANUFACTURED

SEISMIC JOINT CAPABLE OF NOT

LESS THAN 2" OF MOVEMENT IN ALL

DIRECTIONS

PROVIDE TAMPER PROOF SCREWS IN

SLOTTED HOLES IN COVER SPACED

NOT GREATER THAN 48" O.C. TO

SECURE COVER TO WALL.

SURFACE MOUNTED SEISMIC COVER

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

5/8" GYP BD, TYPE X

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

5/8" GYP BD, TYPE X5/8" GYP BD

EXISTING LAMARS CONTROL ROOM

WALL TO BE EXTENDED TO NEW 1-

HOUR SMOKE RATED WALL

STRUCTURAL

STEEL COLUMN.

SEE STRUCTURAL

STRUCTURAL STEEL

COLUMN. SEE STRUCTURAL

HM FRAME

8" MTL. STUD @ 16" OC

(2) LAYERS 5/8" GYP BD, TYPE X

G.5

5/8" GYP BD

5/8" GYP BD

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

(2) LAYERS 5/8" GYP BD, TYPE X

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

SURFACE MOUNTED SEISMIC COVER

PROVIDE TAMPER PROOF SCREWS

IN SLOTTED HOLES IN COVER

SPACED NOT GREATER THAN 48"

O.C. TO SECURE COVER TO WALL.

PROVIDE TAMPER PROOF SCREWS

IN SLOTTED HOLES IN COVER

SPACED NOT GREATER THAN 48"

O.C. TO SECURE COVER TO WALL.

SURFACE MOUNTED

SEISMIC COVER

SELF TAPPING

METAL SCREW

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

STEEL COLUMN,

SEE STRUCTURAL

(2) LAYERS 5/8" GYP BD, TYPE X

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

(2) LAYERS 5/8" GYP BD, TYPE X

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

(2) LAYERS 5/8" GYP BD

G

12.1

SELF TAPPING CONCRETE SCREW

CONT ALUM VARIABLE DEGREE RETAINER

CONT ALUM VARIABLE DEGREE PLATE

CONT. VINYL GASKET

FIRE RATED

PREMANUFACTURED

SEISMIC JOINT CAPABLE OF

NOT LESS THAN 6" OF

MOVEMENT IN ALL

DIRECTIONS

CONTRACTOR TO REMOVE SUFFICIENT AMOUNT OF

EXISTING WALL INSULATION BOARD TO INSTALL SEISMIC

JOINT. CONTRACTOR TO REINSTALL EXISTING PANELS UP

TO WITHIN 2": OF NEW SEISMIC JOINT LOCATIONS. TYPICAL

AT SECOND AND THIRD FLOORS.

PROVIDE TAMPER ROOF SCREWS IN SLOTTED

HOLES IN COVER SPACED NOT GREATER THAN

48" O.C. TO SECURE COVER TO WALL.

1" SHAFTWALL LINER PANEL,

TYPE X

4" SHAFTWALL STUD @ 24" OC(2) LAYERS 5/8" GYP BD, TYPE X

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

(2) LAYERS 5/8" GYP BD, TYPE X

(2) LAYERS 5/8" GYP BD, TYPE X

EXISTING WALL TO REMAIN

J.4

13.2

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

5/8" GYP BD

5/8" GYP BD

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

STEEL COLUMN;

SEE STRUCTURAL

5/8" GYP BD

2-HR SPRAY APPLIED FIRE

PROOFING

M L.9

12.1

EXISTING END WALL TRUSS

FRAMING TO REMAIN

INSIDE FACE OF EXISTING

EXTERIOR PRECAST

CONCRETE WALL

(2) LAYERS 5/8" TYPE X GYP BD

OVER NEW STUD FRAMING FROM

TOP OF LID TO UNDERSIDE OF

EXISTING ROOF DECK.

NEW STUD FRAMING SECURED

TO EXISTING PRECAST

CONCRETE WALL AND END WALL

TRUSS FRAMING FROM TOP OF

LID TO UNDERSIDE OF EXISTING

ROOF DECK.

PROVIDE FIRE RATED SEALANT

AT GYP BD TO PRECAST WALL

JUNCTURE AND AT ALL TRUSS

FRAMING PENETRATIONS

THROUGH GYP BD WALL.

EDGE OF LID BELOW

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

SURFACE MOUNTED SEISMIC COVER

FIRE RATED PREMANUFACTURED SEISMIC

JOINT CAPABLE OF NOT LESS THAN 6" OF

MOVEMENT IN ALL DIRECTIONS. ADJUST

PREMANUFACTURED JOINT MATERIAL AROUND

HORIZONTAL X-BRACING.

PROVIDE TAMPER PROOF SCREWS IN

SLOTTED HOLES IN COVER SPACED NOT

GREATER THAN 48" O.C. TO SECURE

COVER TO WALL.

METAL STUD GUARDRAIL WITH

BRACING; SEE STRUCTURAL

ADJUST COVER AND COMPONENTS AROUND

X-BRACING ACCORDINGLY

CONTRACTOR TO REMOVE SUFFICIENT AMOUNT

OF EXISTING WALL INSULATION BOARD TO

INSTALL SEISMIC JOINT. CONTRACTOR TO

REINSTALL EXISTING PANELS UP TO WITHIN 2":

OF NEW SEISMIC JOINT LOCATIONS. TYPICAL AT

SECOND AND THIRD FLOORS.

(2) LAYERS 5/8" GYP BD,

TYPE X

G

(2) LAYERS 5/8" GYP BD, TYPE X

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

2 1/2" STUD FRAMING, BRACE TO

STRUCTURE AS REQUIRED

SEE FLOOR PLAN

FOR ADDITIONAL

WALL CONDITION

STEEL COLUMN,

SEE STRUCTURAL

(2) LAYERS 5/8" GYP BD, TYPE X

5/8" GYP BD

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

2-HR SPRAY

APPLIED FIRE

PROOFING

GRAPHIC SCALE

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

US Army Corps of Engineers ®

SHEET ID

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

B1

A-101 L1

TYPICAL SHAFT WALL COLUMN WRAP DETAIL

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

B1

A-102 A1

TYPICAL SECURED PERIMETER WALL INSIDE CORNER DETAIL

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

B1

A-102 F14

PERIMETER COLUMN WRAP SEISMIC COVER DETAIL

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

B1

A-102 L7

INTERIOR SECURED WALL "T" CONNECTION

SCALE: 3" = 1'-0"

C1

A-103 A9

SEISMIC 2-HR WALL SECOND/THIRD DETAIL

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

C1

A-103 M14

INTERIOR COLUMN WRAP DETAIL

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

C10

A-104 F1

SHAFT SECURED WALL CORNER LID DETAIL

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

B1

A-102 G9

COLUMN WRAP AT WALL DETAIL

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

B1

A-101 D17

EXPOSED COLUMN DETAIL

A

M E

N D

M E

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DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

W

2Q R

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_P la ns -0

BASEMENT

879'-9"

A-511 L2

A-511 C2

REMOVAL

TRACK COVER

SLIDING DOOR

WALL BEYONDFLOOR MOUNTED

DOOR T-GUIDE

RECESSED DOOR

HANDLE

DOOR TRAVEL STOPS

PROVIDE METAL STUD

FRAMING AS REQUIREDREMOVABLE

TRACK COVER

TRACK

ROLLER

HM SLIDING DOOR

5/8" GYP BD

3-5/8" MTL STUD @ 16" OC. 6" MTL

STUD @ 16" OC WHERE

INDICATED.

HOLLOW MTL FRAME

BASEMENT

879'-9"

FLOOR MOUNTED

DOOR T-GUIDE

HM SLIDING DOOR

JAMB BEYOND

FLOOR MOUNTED DOOR

T-GUIDE BEYOND

HM SLIDING DOOR

PROVIDE METAL

STUD FRAMING AS

REQUIRED

5/8" GYP BD

HOLLOW MTL FRAME

T.O. LID

939'-2 1/2"

PERIMETER SHEET METAL DECK

CLOSURE - TYPICAL ALL 4 SIDES.

FIELD WELD TOP SUPPORT

BRACKET TO STEEL ROOF

DECK SUPPORT FRAMING

LADDER SAFETY EXTENSION

ANCHORED TO LADDER RUNGS

1 1/4" SCH 40 ALUMINUM PIPE

FALL PROTECTION GUARDRAILS

W/ SELF CLOSING GATE

SPRAY APPLIED FIRE PROOFING

AT ALL STEEL LID FRAMING

BEAMS, JOISTS, AND UNDERSIDE

OF STEEL LID DECK PER UL L701

2-HR ASSEMBLY

EXISTING CONCRETE

WALL. FV THICKNESS

SEALANT

HM FRAME - PAINT

(SEE DOOR SCHEDULE)

GROUT SOLID

EXISTING CONCRETE

WALL. FV THICKNESS

SEALANT

HM FRAME - PAINT

(SEE DOOR SCHEDULE)

GROUT SOLID

TAPERED FLUSH

EXPANSION ANCHOR

ALIGN FLUSH

SOUND ATTENUATION

AS INDICATED

WALL FINISH AS INDICATED

2 LAYERS OF GYP BD,

TYPE X AS INDICATED

METAL STUD FRAMING

AS INDICATED

SEALANT, TYP EACH SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR AS SCHEDULED

SOUND ATTENUATION

AS INDICATED

WALL FINISH AS INDICATED

2 LAYERS OF GYP BD,

TYPE X AS INDICATED

METAL STUD FRAMING

AS INDICATED

SEALANT, TYP EACH SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR AS SCHEDULED

MINIMUM 3 JAMB ANCHORS

SOUND ATTENUATION

AS INDICATED

2 LAYERS OF GYP BD,

TYPE X AS INDICATED

RAISED ACCESS

FLOORING PANEL

RAISED ACCESS

FLOORING PANEL

CONT ALUM FRAME,

SEE SEISMIC DETAILS -

WIDER AT DOOR

OPENING

DOOR AND FRAME AS

SCHEDULED (REFER TO

DOOR SCHEDULE AND DETAILS)

ALUMINUM THRESHOLD 6"6"

SCALE: 3"=1'-0"

04 2

GRAPHIC SCALES

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

1 2 42

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

US Army Corps of Engineers ®

SHEET ID

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D O

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

B1

A-101 L7

TYPICAL BARN DOOR

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

B1

A-101 L10

TYPICAL BARN DOOR ELEVATION

SCALE: 3" = 1'-0"

L7

A-511 L2

BARN DOOR HEAD DETAIL

SCALE: 3" = 1'-0"

L7

A-511 C2

BARN DOOR SILL DETAIL

SCALE: 3" = 1'-0"

B1

A-101 F3

BARN DOOR JAMB DETAIL

SCALE: 3" = 1'-0"

A1

A-506 A7

HATCH DETAIL

SCALE: 1 1/2" = 1'-0"G17

HEAD DETAIL

SCALE: 1 1/2" = 1'-0"D17

JAMB DETAIL

SCALE: 1 1/2" = 1'-0"G14

HEAD DETAIL

SCALE: 1 1/2" = 1'-0"D14

JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A14

SILL DETAIL

A

M E

N D

M E

N T

A U

G

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

W

2Q R

R

_P la ns -0

F

(FLUSH DOOR)

N

(NARROW LIGHT)

2F

(DOUBLE FLUSH DOOR)

2N

(DOUBLE NARROW LIGHT)

A1

OH

(OVERHEAD DOOR)

BY OH DOOR MFR

OPENING WIDTH AS INDICATED

BY OH DOOR MFRNOMINAL DOOR WIDTH BY MFR

O P

E N

IN

G

H E

IG

H

T A

S I N

D

IC

A T

E D

B Y

O H

D O

O R

M F

R

N O

M

IN

A L

D O

O R

H E

IG

H

T B

Y M

F R

2BF

(DOUBLE BI-FOLDING DOOR)

BD

(BARN SLIDING DOOR)

2L

(DOUBLE LOUVER)

6" 24" 6" 6" 24" 6"

/2

CUT OPENING IN

EXISTING PANELS

FOR NEW LOUVERS

A

S E

E S

C H

E D

2" SEE SCHED. 2" 2" SEE SCHED. 2"

S E

E S

C H

E D

B

A14

S E

E S

C H

E D

2" SEE SCHED.

MULLION

2" REMOVABLE

SEE SCHED. 2"

C

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

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Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G P

L L O

U

IS

V

IL

L E

K

Y w w w .c e m s -a e .c o m

P

M

D a v e

Y e n s a n

P ro je c t:

C

.8

.3

C E

M S

A-602

D O

O R

S C

H E

D U

L E

A N

D T

Y P

E S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

IO

D V

O N

T E

R S

C H

B M

C C

O Y

M S

M

IT

H

J

U N

- - 4

P N

U M

B E

R

D R

A W

IN

G

C O

D E

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

R E

N O

V A

T E

R E

S E

A R

C H

F A

C

IL

IT

Y

F O

R M

S

A -F

P R

O J E

C T

N U

M B

E R

Z

H T

V

SCALE: NOT TO SCALE

DOOR TYPES

SCALE: NOT TO SCALE

FRAME TYPES

DOOR SCHEDULE SECOND FLOOR

NO.

ROOM LOCATION DOOR

RATING

(MIN.)

STC

FRAME

HARDWARE NO. COMMENTSFROM TO TYPE

OPENING

THICKNESS

UNDER

CUT MATERIAL FINISH FIRE TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT HEAD JAMB SILL

SECOND FLOOR

270A HALLWAY MS&A ROOM F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 270A

270B HALLWAY MS&A ROOM F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 270B

271 HALLWAY TRITONS F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 271

272A TRITONS CONTROL ROOM F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7A 272A

272B HALLWAY CONTROL ROOM F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 272B

274 HALLWAY CER F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 274

275 HALLWAY NOC / COMPUTERS F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 275

277 HALLWAY STORAGE F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 G16/A-510 C16/A-510 A12/A-510 HW-11 277

279 HALLWAY ELEC CLOSET F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 G16/A-510 C16/A-510 A12/A-510 HW-16 279

280 HALLWAY RR F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-19 280

281 HALLWAY RR F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-19 281

282 HALLWAY KITCHENETTE N 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 G16/A-510 C16/A-510 A12/A-510 HW-20 282

283 HALLWAY EAST STAIR N 3'-0" 7'-0" 1 3/4" --- HM TP-1 90 MIN --- A HM TP-1 M4/A-510 J6/A-510 A12/A-510 HW-2 283

284 HALLWAY WEST STAIR N 3'-0" 7'-0" 1 3/4" --- HM TP-1 90 MIN --- A HM TP-1 M4/A-510 J6/A-510 A12/A-510 HW-2 284

284A HALLWAY STORAGE 2BF 6'-0" 7'-0" 1 1/2" --- HM TP-1 --- --- A HM TP-1 M16/A-510 J16/A-510 A12/A-510 HW-25 284A

285 HALLWAY STORAGE 2BF 6'-0" 7'-0" 1 1/2" --- HM TP-1 --- --- A HM TP-1 M16/A-510 J16/A-510 A12/A-510 HW-25 285

H200 VEST HALLWAY F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 50 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-5 H200

H278 HALLWAY HALLWAY F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 50 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-6 H278

H283A HALLWAY HALLWAY F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7B H283A

H283B VEST HALLWAY F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7B H283B

DOOR SCHEDULE THIRD FLOOR

NO.

ROOM LOCATION DOOR

RATING

(MIN.)

STC

FRAME

HARDWARE NO. COMMENTSFROM TO TYPE

OPENING

THICKNESS

UNDER

CUT MATERIAL FINISH FIRE TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT HEAD JAMB SILL

THIRD FLOOR

370 OPEN WORK SPACE OFFICE F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 50 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 370

371 OPEN WORK SPACE OFFICE F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 50 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 371

372 OPEN WORK SPACE CONFERENCE ROOM F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 50 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 372

374 OPEN WORK SPACE CER F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7 374

377 HALLWAY STORAGE F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 G16/A-510 C16/A-510 A12/A-510 HW-11 377

379 HALLWAY ELEC CLOSET F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 G16/A-510 C16/A-510 A12/A-510 HW-16 379

380 HALLWAY RR F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-19 380

381 HALLWAY RR F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-19 381

382 HALLWAY STORAGE F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- --- A HM TP-1 G16/A-510 C16/A-510 A12/A-510 HW-11 382

386 HALLWAY WEST STAIR N 3'-0" 7'-0" 1 3/4" --- HM TP-1 90 MIN --- A HM TP-1 M4/A-510 J6/A-510 A12/A-510 HW-2 386

387 HALLWAY EAST STAIR N 3'-0" 7'-0" 1 3/4" --- HM TP-1 90 MIN --- A HM TP-1 M4/A-510 J6/A-510 A12/A-510 HW-2 387

H300 VEST HALLWAY F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 50 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-5 H300

H369 OPEN WORK SPACE VEST F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 45 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-7B H369

H378 HALLWAY OPEN WORK SPACE F 3'-0" 7'-0" 1 3/4" --- HM TP-1 --- 50 A HM TP-1 M4/A-510 J6/A-510 A7/A-510 HW-6 H378

A

M E

N D

M E

N T

A U

G

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

W

2Q R

R

_P la ns -0

CONTROL ROOM

WITH VIDEO WALL

LAMARS

CONTROL ROOM

RED CELL

062A

BLUE CELL

062B

MS&A LAB SPACE

MS&A LAB SPACE

MS&A LAB SPACE

IMAGE

DEV/TEST/COLLAB

IMAGE IT

WORKROOM

066B

IMAGE SERVERS

066A

NOC/COMPUTERS

MS&A

WORKSTATIONS

ELECTRICAL

MS&A

WORKSTATIONS

MS&A LAB SPACE

OPEN OFFICE

MS&A LAB SPACE

072C

COMPUTERS

072B

MULTI-PURPOSE

CONTROL ROOM

072A

MS&A

WORKSTATIONS

RECONFIGURABLE

OPEN SPACE

ELEC CLOSET

NOC /

COMPUTERS

CER

HALLWAY

H112

ELEVATOR

EAST STAIR

WEST STAIR

VIDEO WALL

EQUIPMENT

ROOM

STORAGE ROOM

067A

CPT-6

CPT-4

STORAGE

CPT-6

SDT-2

CPT-6

CPT-5

SC-1 SC-1 SC-1 SC-1

CPT-4

CPT-4

SVT-4

CPT-4

SVT-4

SVT-4

SVT-3

SDT-2

CPT-5

CPT-4

CPT-6

CPT-4

CPT-5

CPT-4 CPT-4

CPT-5

SVT-3

SVT-3SDT-2

SVT-4 SVT-3

CPT-5

CPT-4

CPT-5

CPT-4

SVT-3

SVT-4CPT-6

CPT-4

CPT-6

CPT-4

CPT-6

CPT-4

CPT-5

SVT-4

SVT-3

SVT-1

SVT-3

SVT-3

SVT-4

SVT-4

SVT-3

SVT-3CPT-4

CPT-4

CPT-4

CPT-4

SVT-3

CPT-4

SVT-3

SVT-4

SDT-2

HALLWAY

H111

SVT-3

SVT-2

SVT-3

SVT-4

I3

I1

I3

I3 I3

I1

I1

I3

I3

I3

I3 I1

I1

I2

I1

I2

I3

I4

I4 I4

I2 I2

I2

I2I2

I4

I3

I4

I1

SVT-4

I4

CPT-6

1. FLOOR FINISH CHANGES SHALL OCCUR

UNDER THE DOOR CENTERLINE (OR

CENTER OF THE WALL OPENING IF NO

DOOR) BETWEEN ROOMS.

2. ALL RAILINGS AND GUARDRAILS TO

RECEIVE TP-2 UNLESS NOTED OTHERWISE

(UNO).

3. ALL WALLS ARE TO RECEIVE PT-1 UNO.

SEE FINISH SCHEDULE.

4. REFER TO ARCHITECTURE FOR

REFLECTED CEILING PLANS FOR CEILING

MATERIALS.

5. FLOOR FINISH TO CONTINUE UNDER ALL

FLOOR MOUNTED EQUIPMENT.

6. INSTALL THE FLOORING FINISH TO ALIGN

THE CENTER OF FINISH TO THE JOINT OF

THE RAISED ACCESS FLOORING SYSTEM,

SE FINISH DETAILS.

7. AT FINISH CHANGE, PROVIDE FULL PIECE

OF FINISH MATERIAL.

FIRST FLOOR

CPT-4 CPT-5 CPT-6 SC-1

SVT-1

SDT-2

SVT-2 SVT-3 SVT-4

GRAPHIC SCALE

164 8268

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

GENERAL NOTES

SHEET KEYNOTES

FLOOR FINISH LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

IN

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D E

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B M

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C H

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D B

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A N

S I D

IS

S

U E

D A

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N O

S O

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IC

IT

A

T

IO

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3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

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M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

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L O

U

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V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

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L L O

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Y w w w .c e m s -a e .c o m

P

M

D a v e

Y e n s a n

P ro je c t:

C

.8

.3

PLAN NORTH

C E

M S

I-102

F

IR

S T

F L O

O R

F

IN

IS

H

P L A

N

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E K

C

A L H

O U

N

K C

A L H

O U

N

D V

O N

T E

R S

C H

J

U N

- - 4

P N

U M

B E

R

D R

A W

IN

G

C O

D E

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

R E

N O

V A

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R E

S E

A R

C H

F A

C

IL

IT

Y

F O

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A -F

P R

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AREA OF WORK

KEYPLAN

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

FIRST FLOOR FINISH PLAN

I1 SEE FINISH DETAILS AND ACCENT PAINT

DETAILS FOR LIMITS OF ACCENT PAINT

COLOR. PAINT ACCENT PT-2.

I2 SEE FINISH DETAILS AND ACCENT PAINT

DETAILS FOR LIMITS OF ACCENT PAINT

COLOR. PAINT ACCENT PT-3.

I3 EXTENTS OF ACCENT PAINT COLOR ARE

CORNER TO CORNER, AND FLOOR TO

CEILING. ALL GYPSUM BOARD WITHIN THE

LIMITS WILL RECEIVE ACCENT COLOR PT-2.

I4 EXTENTS OF ACCENT PAINT COLOR ARE

CORNER TO CORNER, AND FLOOR TO

CEILING. ALL GYPSUM BOARD WITHIN THE

LIMITS WILL RECEIVE ACCENT COLOR PT-3.

A

M E

N D

M E

N T

A U

G

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-A

UG-2

W

2Q R

R

_P la ns -0

S E

E A

R C

H

IT

E C

T U

R E

F O

R C

E

IL

IN

G

H E

IG

H

T S

L

IM

IT

O

F A

C C

E N

T C

O L O

R

LIMIT OF ACCENT COLOR

LIMIT OF ACCENT COLOR

2'-0" MAX OR TO CORNER OF WALL

SEE SIGNAGE PLAN

FOR SIGNAGE

INFORMATION

LATCH SIDE OF DOOR

SEE LEGEND OF

COLORS AND FINISHES

FOR DOOR AND FRAME

FINISH

K1

S E

E A

R C

H

IT

E C

T U

R E

F O

R C

E

IL

IN

G

H E

IG

H

T S

L

IM

IT

O

F A

C C

E N

T C

O L O

R

SEE SIGNAGE PLAN

FOR SIGNAGE

INFORMATION

SEE LEGEND OF

COLORS AND FINISHES

FOR DOOR AND FRAME

FINISH

LIMIT OF ACCENT COLOR

LIMIT OF ACCENT COLOR

2'-0" MAX OR TO CORNER OF WALL

LIMIT OF ACCENT COLOR

2'-0" MAX OR TO CORNER OF WALL

K8

RESILIENT

FLOORING

SUB FLOOR

CONCRETE

TRANSITION STRIP

RUBBER

TRANSITION STRIP

CARPET

SUB FLOOR

RESILIENT

SAW CUT SUB

FLOOR

EPOXY

FLOORING

SUB FLOOR

SEALED

CONCRETE

RUBBER

TRANSITION STRIP

RESILIENT

SUB FLOOR

RESILIENT

SAW CUT SUB

FLOOR

CONCRETE

FLOORING

SUB FLOOR

SEALED

CONCRETE

SAW CUT SUB

FLOOR

RESILIENT

FLOORING

SUB FLOOR

SEALED

CONCRETE

RUBBER

TRANSITION STRIP

CONTINUOUS

RETAINER

SPECIFIED WALL

SPECIFIED

CORNER GUARD

FASTENERS PER

MANUFACTURER

SPECIFICATION

3"

2'-0" x 2'-0"

RAISED ACCESS

FLOORING

SYSTEM

EQ EQ

E Q

E Q

SPECIFIED

CARPET FINISH

CENTERED ON

ACCESS PANEL

JOINTS

2'-0" x 2'-0"

RAISED ACCESS

FLOORING

SYSTEM

SPECIFIED

RESILIENT

FLOORING

ALIGNED TO

ACCESS PANEL

JOINTS

ALIGN

A L

IG

N

GRAPHIC SCALES

1 2 42

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

3"3"

SCALE: 6"=1'-0"

02 1

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

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E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

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M A

R K

D E

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N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

L O

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IS

V

IL

L E

D

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T R

IC

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R M

A R

T

IN

L U

T H

E R

K

IN

G P

L L O

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V

IL

L E

K

Y w w w .c e m s -a e .c o m

P

M

D a v e

Y e n s a n

P ro je c t:

C

.8

.3

C E

M S

I-502

F

IN

IS

H

D E

T A

IL

S

W R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E K

C

A L H

O U

N

K C

A L H

O U

N

D V

O N

T E

R S

C H

J

U N

- - 4

P N

U M

B E

R

D R

A W

IN

G

C O

D E

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

R E

N O

V A

T E

R E

S E

A R

C H

F A

C

IL

IT

Y

F O

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S

A -F

P R

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C T

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H T

V

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

ACCENT PAINT DETAIL - SINGLE DOOR

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

ACCENT PAINT DETAIL - DOUBLE DOOR

SCALE: 6" = 1'-0"F1

TRANSITION DETAIL

SCALE: 6" = 1'-0"F6

TRANSITION DETAIL

SCALE: 6" = 1'-0"F11

TRANSITION DETAIL

SCALE: 6" = 1'-0"B2

TRANSITION DETAIL

SCALE: 6" = 1'-0"B6

TRANSITION DETAIL

SCALE: 6" = 1'-0"B11

TRANSITION DETAIL

SCALE: 6" = 1'-0"B15

CORNER GUARD DETAIL

SCALE: 1/2" = 1'-0"F15

RAISED ACCESS FLOORING FINISH DETAIL

A

M E

N D

M E

N T

A U

G

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

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LEGEND OF COLORS AND FINISHES

MARK MATERIAL MANUFACTURER STYLE COLOR SIZE COMMENTS

BASE

RB-1 RUBBER BASE TARKETT TRADITIONAL 63 BURNT UMBER TRADITIONAL 4" HEIGHT 120'-0" COILS

RB-2 RUBBER BASE TARKETT TRADITIONAL 40 BLACK 4" HEIGHT 40'-0" COILS

CEILING

ACG-1 ACOUSTICAL CEILING TILE GRID ARMSTRONG PRELUDE 15/16, WHITE --- USE WITH ACT-1

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG ULTIMA 1911, BEVELED TEGULAR, WHITE 2'-0" X 2'-0" USE WITH ACG-1

EXPOSED EXPOSED STRUCTURE --- PT-6 --- SEE CEILING FINISH NOTE 4 ON SHEET A-003

PT-6 CEILING PAINT SHERWIN WILLIAMS FLAT CEILING BRIGHT WHITE SW7007 --- ---

PT-7 CEILING PAINT SHERWIN WILLIAMS FLAT TRICORN BLACK SW6258 --- ---

FLOORING

CPT-1 CARPET TILE J&J FLOORING NON FICTION II 7026/3001 GLOSSARY 24" X 24" QUARTER TURN

CPT-2 CARPET TILE J&J FLOORING NON FICTION II 7025/1785 DIALOGUE 24" X 24" QUARTER TURN

CPT-3 CARPET TILE J&J FLOORING NON FICTION II 7025/3346 LEXICON 24" X 24" QUARTER TURN

CPT-4 CARPET TILE J&J FLOORING NON FICTION II 7026/3001 GLOSSARY 24" X 24" INSTALLED ON RAISED ACCESS FLOORING, TILE TABS MODULAR CARPET CONNECTORS, QUARTER TURN

CPT-5 CARPET TILE J&J FLOORING NON FICTION II 7025/1785 DIALOGUE 24" X 24" INSTALLED ON RAISED ACCESS FLOORING, TILE TABS MODULAR CARPET CONNECTORS, QUARTER TURN

CPT-6 CARPET TILE J&J FLOORING NON FICTION II 7025/3346 LEXICON 24" X 24" INSTALLED ON RAISED ACCESS FLOORING, TILE TABS MODULAR CARPET CONNECTORS, QUARTER TURN

EPX-1 EPOXY STONHARD ERF OR EQUAL TORGINAL BROADCAST FLAKE SYSTEM 1/4" FLAKES ACADIA FB-4208 --- INTEGRAL 4" BASE

RBT-1 RUBBER TILE MANNINGTON RESET BLACK TONES 828 24" X 24" ---

SC-1 SEALED CONCRETE --- --- --- CLEANED, PREPARED, SEALED

SDT-1 STATIC DISSIPATIVE SOLID VINYL TILE ARMSTRONG EXCELON SDT 51953 PEARL WHITE 12" X 12" ---

SDT-2 STATIC DISSIPATIVE SOLID VINYL TILE ARMSTRONG EXCELON SDT 51953 PEARL WHITE 12" X 12" INSTALLED, RAISED ACCESS FLOORING PER MANUFACTURER'S RECOMMENDED INSTALLATION METHODS

SVT-1 SOLID VINYL TILE TARKETT IQ OPTIMA FOGGY SHORES WG 24" X 24" ---

SVT-2 SOLID VINYL TILE TARKETT IQ OPTIMA 260 SHARKTALE WG 24" X 24" ---

SVT-3 SOLID VINYL TILE TARKETT IQ OPTIMA FOGGY SHORES WG 24" X 24" INSTALLED, RAISED ACCESS FLOORING PER MANUFACTURER'S RECOMMENDED INSTALLATION METHODS

SVT-4 SOLID VINYL TILE TARKETT IQ OPTIMA 260 SHARKTALE WG 24" X 24" INSTALLED, RAISED ACCESS FLOORING PER MANUFACTURER'S RECOMMENDED INSTALLATION METHODS

MISC.

CG-1 CORNER GUARDS INPRO CORP 150BN HIGH IMPACT CORNER GUARD 0380 GALA 3" WING SURFACE MOUNTED FLOOR-TO-CEILING

ETR EXISTING TO REMAIN --- --- --- ---

OP-1 OPERABLE PARTITION KWIK WALL SERIES 3020; FABRIC COVERING PARCHMENT 39-24 --- ---

PLAM-1 PLASTIC LAMINATE WILSONART 5022K-22 POLISHED CONCRETE PVC EDGEBAND KITCHENETTE CASEWORK

SS-1 SOLID SURFACE WILSONART 919RS YUKON RIVERSTONE --- KITCHENETTE COUNTERTOPS

TP-1 TRIM PAINT SHERWIN WILLIAMS SEMI GLOSS MEGA GREIGE SW7031 --- HOLLOW METAL DOOR FRAMES AND DOORS

TP-2 TRIM PAINT SHERWIN WILLIAMS SEMI GLOSS GRIFFIN SW7026 --- HANDRAILS/GUARDRAILS, STAIR LANDINGS, STRINGER, AND RISERS

WALLS

AWP-1 ACOUTISCAL WALL PANELS CARNEGIE OR EQUIVALENT FLIP 3XL METEOR 6427 COLOR 2000 24" X 48" SEE INTERIOR ELEVATIONS FOR ROOMS 062A AND 062B

PT-1 WALL PAINT SHERWIN WILLIAMS FLAT GRACIOUS GRIEGE HGSW2456 --- FIELD PAINT CONTRACTOR TO MATCH AT SHERWIN WILLIAMS

PT-2 WALL PAINT SHERWIN WILLIAMS FLAT WATERLOO SW9141 --- ACCENT PAINT

PT-3 WALL PAINT SHERWIN WILLIAMS FLAT PARAKEET SW6711 --- ACCENT PAINT

PT-5 WALL PAINT SHERWIN WILLIAMS FLAT TRICORN BLACK SW6258 --- BASEMENT

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PROVIDE (2) 2"

CONDUITS FROM

BOX TO 6" ABOVE

CEILING

OFFICE

WALL

12"x12" SURFACE MOUNTED

JUNCTION BOX. MOUNTING TO BE

COORDINATED WITH TV WALL MOUNT

TV RECEPTACLE TO

BE COORDINATED

WITH TV WALL MOUNT

DATA OUTLET (TYP.)

2" CONDUIT

1" CONDUIT

(GFCI VTC

MONITOR) VTC BOX

(60" AFF)

W A

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2" CONDUIT

JUNCTION BOX FOR

CAMERA, COORDINATE

EXACT MOUNTING

HEIGHT WITH USER

FINISHED FLOOR

DUPLEX RECEPTACLE (TYP.)

CEILING

2"

2' - 0" MIN.

1 1/2" TYP.

1"

1"

/8

3/8" DIA. HOLE TYP.

1/4" DIA. HOLE TYP.

1/2" NUT

1/4" DIA.

MOUNTING HOLE

TYP. OF 4

GENERAL NOTES:

1. ALL HARDWARE SHOWN SHALL BE STAINLESS STEEL.

2. PROVIDE 1 MOUNTING POINT PER 24" OF BAR LENGTH.

3. HOLES MAY BE ADDED IF REQUIRED.

1"

A

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PLAN

SECTION A-A

2"

1/2" DIA.x2"L BOLT TYP OF 2

1/2" NUT

STEEL EXPANSION

ANCHOR FOR CMU

WALLS, SCREW TO

STUDS FOR GYP.

WALLS

1/2" LOCK WASHER

1/2" STANDARD WASHER

1/2" FENDER WASHERS (EACH

SIDE)

3" DEEP FIBERGLASS CHANNEL

SAME LENGTH AS CU BUSS

1" CONDUIT

W A

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W A

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QUAD POWER

OUTLET

FINISHED FLOOR

CEILING

1 1/2" CONDUIT

A F

F

DATA OUTLET

2" CONDUITS

12"x12" SURFACE

MOUNTED

JUNCTION BOX

A F

F

FLOOR

STRINGER

LISTED "U" CLAMP

TYPE CONNECTOR

OR APPOVED EQUAL

MOUNT AS LOW

AS POSSIBLE

#4/0 AWG CONDUCTOR

TO BE BONDED TO

EVERY OTHER LEG

PEDESTAL

GENERAL NOTES

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AV PULL BOX INSTALLATION DETAIL

SCALE: NOT TO SCALEJ10

AV WALL ELEVATION

SCALE: NOT TO SCALEB2

PRIMARY GROUNDING BAR DETAIL (PBB/SBB)

SCALE: NOT TO SCALEB10

CONFERENCE ROOM RACK WALL ELEVATION

1. SEE SHEET E-001 FOR LEGEND AND

GENERAL NOTES.

2. ALL EMPTY CONDUIT TO BE TO STUB UP

6 INCHES ABOVE CEILING AND BE

PROVIDED WITH A PULLSTRING.

SCALE: NOT TO SCALEJ15

RAISED FLOOR GROUNDING DETAIL

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1.

2.

3.

NOTE:

GROUND ALL INCOMING METALLIC CONDUITS AND PIPING

TO THE PBB.

RACEWAY SHALL BE NON-METALLIC WHEN CONTAINING A

BONDING CONDUCTOR.

BOND CABLE TRAY SECTIONS USING #2 BARE COPPER OR #1/0 AL

BONDING JUMPER WITH TWO BOLTED COMPRESSION LUGS DEPENDING

ON THE MATERIAL OF CABLE TRAY. SCRAPE AWAY PAINT TO PROVIDE A

CLEAN SURFACE FOR THE LUG.

PANEL

RPH2B

CER 274

#1/0, 3/4"C

GBB

PANEL

RPH1B

GBB

PANEL

CDP2

ELEC ROOM B002

MGB

ELEC CLOSET B086

#4/0, 3/4"C

#4/0, 3/4"C

BASEMENT

RAISED

FIRST FLOOR

SECOND FLOOR

TBB/GE LINEAR

LENGTH M (FT)

TBB/GE SIZE (AWG)

TBB/GE LINEAR LENGTH M (FT)

LESS THAN 4 (13)

4-6 (14-20)

6-8 (21-26)

8-10 (27-33)

10-13 (34-41)

13-16 (42-52)

16-20 (53-66)

20-26 (67-84)

26-32 (85-105)

32-38 (106-125)

38-46 (126-150)

46-53 (151-175)

53-76 (176-250)

76-91 (251-300)

GREATER THAN 91 (301)

1/0

2/0

3/0

4/0

250 KCMIL

300 KCMIL

350 KCMIL

500 KCMIL

600 KCMIL

750 KCMIL

#1/0, 3/4"C

#1/0, 3/4"C

#300KCMIL, 1"C

ELEC CLOSET 279

SBB

#4/0, 3/4"C

PANEL

RPG2

#1/0, 3/4"C

PANEL

RPH3B

CER 374

#1/0, 3/4"C

SBB

THIRD FLOOR

ELEC CLOSET 379

GBB

#4/0, 3/4"C

PANEL

RPG3

#1/0, 3/4"C

ELEC CLOSET 076

PANEL

RPI1

GBB

#1/0, 3/4"C

R A

C K

TRAY

SBB

#1/0, 3/4"C

PANEL

RPGB

PBB

#1/0, 3/4"C

PANEL

RPG1

SBB

#1/0, 3/4"C

NOC/COMPUTERS 275

R A

C K

TRAY

SBB

#1/0, 3/4"C

NOC/COMPUTERS 375

R A

C K

TRAY

SBB

#1/0, 3/4"C

ELECTRICAL 069CER 074 NOC/COMPUTERS 075

#4/0, 3/4"C

#4/0, 3/4"C

#4/0, 3/4"C#4/0, 3/4"C

R A

C K

TRAY

SEE NOTE 3

#1/0, 3/4"C

R A

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TRAY

#1/0, 3/4"C

#4/0, 3/4"C

R A

C K

TRAY

#1/0, 3/4"C

BUILDING

STEEL COLUMN

GROUNDING

BOND PLATE

SEE NOTE 3

SEE NOTE 3 SEE NOTE 3

SEE NOTE 3SEE NOTE 3

EXISTING

GROUNDING

CONDUCTOR

#4/0, 3/4"C

PROVIDE GROUNDING CONDUCTOR

TO EXISTING SBB IN CER 080

TRAY

TRAY

#4/0, 3/4"C

RAISED

FLOOR

#4/0, 3/4"C

RAISED

FLOOR SEE NOTE 3SEE NOTE 3

#4/0, 3/4"C

RAISED

FLOOR

#4/0, 3/4"C

RAISED

FLOOR

US Army Corps of Engineers ®

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