Attachment_6.pdf

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

REG I STERED ARCH I TECT

AN

ILORACH

CURT DAVIS &

ASSOCIATES, INC.

COLUMBIA, S.C.

B-90009

UTOSFO

ETATS

REG I STERED ARCH I TECTS

AN

ILORACH

X X

X

X X

X

X X X

8 0 2 7

N E S W

R U N W A Y

, 0 0 0 X 1 5 0 '

3 4 ° 3 8 '

W

8 0 2 5

N E

W

R U N W A Y

0 , 0 0 0 ' X 5 0

4 ° 3 8

W

NORTH

MAG.

NORTH

YEAR:

MAG. DECLINATION: -5° 38' 20"

W

VOLLEYBALL

COURT

V O L L E Y B A L L C O U R T

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

BASKETBALL

COURT

PLAYGROUND

BASKETBALL

COURT

PLAYGROUND

BASKETBALL

COURT

BASKETBALL

COURTS

ATHLETIC FIELD

TENNIS COURTS

A T H L E T I C

F I E L D

PLAYGROUND

PLAYGROUND

PLAYGROUND

ATHLETIC FIELD

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

BASKETBALL

COURTS

PLAYGROUND

BASKETBALL

COURT

PLAYGROUND

G R E E N

N O

G R E E N NO.

G R E E N

N O

G R E E N N O

G R E E N

N O

L A K E N O .

G R E E N N O .

G R E E N

N O

G R E E N

N O

L A K E N O .

G R E E N N O .

G R E E N N O .

1 2

G R E E N

N O

G R E E N

N O

G R E E N

N O .

1 5

G R E E N

N O

G R E E N N O .

1 4

G R E E N N O .

1 8

G R E E N N O .1 7

L A K E N O .

G R E E N N O

T

T

T

S

S

G

T

T

T

S

TEE

TEETEE

GREEN

S

ST

T

T

T

GREEN

TEE

TEE

TEE

TEE

TEE

TEE

GREEN

GREEN

GREEN

S

S

S

S

S

S

S

DRIVING RANGE

S

S

S

S

T

T

T

GREEN

GREEN

TEE

S

S

S

S

S

G

T

GREEN

TEE

TEE

S

S

S

T G

TEE

TEE

S

S

G

T

T

T

T

TEE

S

S

TEE

GREEN

GREEN

TEE

TEE

TEE

TEE

TEE

TEE

TEE

TEE

GREEN

S

S

S

S

S

TEE

GREEN

S

S

GREEN

TEE

TEE

TEE

TEE

S

S

GREEN

S

S

S

TEE

TEE

TEE

GREEN

TEE

TEE

S

S

J A S M I N E

S T R E E T

D R I V E

1 3 4C I R

C L E

U . S

H I G H W A Y

6 56 4

6 2

6 3

AZ A

L E A

0 6

A Z A L E A

8 7 1

W

IS

T E R

IA

S T R E E T

8 6

6 7

7 4

6 6

8 9

8 8

9 0

7 8

1 1 3 1

1 1 4D R

I V E

1 3 2 1 3

S O U T H

S O U T H

S O U T H

D R I V E

N O R T H

N O RT H

E L D E

R

7 P

A L M E T T O

2 3

2 4

3 1 6

R H O D E S

5 0

8 1

7 1 1 1

A V E N U E1

4 0 7 9

F R I E R

S O N R D

. C . H

I G H W A Y N O

3 6

P A L M E T T O

5 1 7 0

B U C K E Y E

C I R

C L E

5 6

5 6

3 3 0 0

5 7 6 5 7

4 3 2

2 4 2

S T R E E T

S T R E E T

4 3 9

4 3 5 4 3 6

4 2

2 3 9

5 1

A V E N U E

2 0

2 0 1

2 8 0 42 8 0 5

5 7

5 6

2 4 0

4 2 9

0 H

I C K O R Y

5 4 5

5 8

W H I T E

O A K

5 8 3

5 8

1 8

5 3 0 2

1 8

5 1 8

1 8

5 3 0 6

5 3 0 5

5 3 0 4

5 4 2 0

5 7

6 0

S T R E E T

5 8 0 3

5 8 0 6

5 1

P O P L

A R

C I R C L E5 8

0 9

5 8 1 2

5 8 1 0 5 1

5 8 0 8

5 6 0 6

5 8 1 6

5 8 0 7

5 8 0 5

P E R S I M M O N

W I L L

O W

5 6

5 6

5 6

5 7

5 1

5 8 0 4

5 1

5 7

5 7

5 8

5 7 3

5 8 1

5 1 7

5 7 1

5 7

5 7

5 6 0 8

5 7

5 7

P L U M

3 3 3 8

S Y C A M O R E

5 7

5 7

5 1 6 7

S T R

E E T

1 8

5 6 0 5

5 6 0 9

5 1 7 4

5 1 7 5

1 7

1 7

1 7

5 1 7 1

5 1 7 3

5 1 7 2

5 1 6 9

5 6

5 6

5 6

5 6

5 6

5 6

5 6

5 7

5 6

5 1 6 5

5 6

5 6

4 0 6 2

4 0 6 3

STREET

2 8 0 1

3 5 3 5

S Y C A M O R E

S T R E E T

5 3 3 5 3 2

4 0 0 9

4 1 0 74 0

0 1

4 0 0 0

4 0 1 6

4 0 0 3

4 0 1 1

4 0 0 4

4 0 1 4

4 0 1 0

4 0 1 5

4 0 1 3

4 0 0 5

4 0 0 6

4 0 0 8

4 0 7 0

4 0 4 1

S T R E E T

S T R E E T

STREET

STREET

520 5 2 2

4 0 5 7

4 0 5 5 4 0 6 0 4 0 5 9

4 0 5 2

4 0 5 3

4 0 5 0

4 0 4 5

4 1 0 2

WA L NUT

5 6 2

4 0 9 9

4 0 9 6

4 0 9 7

4 0 9

4 1 0 0

4 1 0 1

5 6 2 7

4 1 0 3

4 0 9 3

4 0 9 4

4 0 4 2

4 0 4 3

4 0 3 7

4 0 2 0

4 0 8 9

4 0 6 7

C H E S T N

U T

4 0 3 3

4 0 2 4

4 0 1 8

4 0 2 5

4 0 2 7

4 0 2 8

S T R E E T

4 0 1 9

4 0 3 5

4 0 3 6

4 0 3 2

4 0 3 8

4 0 4 6

E L M

4 0 9 0

4 0 2 9

4 0 2 3

4 0 2 2

4 0 3 1 4

S T R E E T

4 0 8 2

4 0 7 4

4 0 7 54 0 7 2

4 0 8 0

4 0 8 6

4 0 8 5

4 0 4 0

4 0 3 9

5 1 3 5

5 1 3 6

5 3 4 6

5 4 1 2

M U L B E R R Y

5 1 3 3

5 4 1 1

5 4 1 7

5 4 1 3

5 3 4 3

5 3 4 2

5 3 4 0

5 3 4 4

5 1 3 2 5 3 4 1

5 1 3 4

5 1 3 1

5 1 4 9

5 1 5 2

5 3 5 9

5 1 4 6

D R I V E

5 3 5 4

5 4 2 9

5 4 2 6

5 3 5 2

5 3 5 6

DRI V E

53585

5 1 6 8

5 1 4 85 3 5 5

5 3 5 7

5 1 4 45351

E L D E R

5 1 4 0 5 3 4 7

5 1 4 25349

5 1 3 7

5 1 4 1 5 1 4 3 5 1 4 5

5 1 4 7

5 1 5 3

5 1 5 1

M A P L E

D R I V E

C Y P R E S S

2 0 0 0

2 0 0 4

2 0 0 1

2 8 4

4 1 8

4 8

5 0

4 6

4 7

ST R

E E T

A L M O N D

S T R E E T

9 5 1

3 1 0 0

C H E R R Y

U . S

H I G H W A Y

2 0 0 3

4 0 4 4 0 3

L A U R E L

S T R E E T

4 6

4 6 1

4 8

5 0

4 1

5 0

AB

E L

I A

5 0

5 0 6

416 4 1 7

5 5 0 6

C I R

P A L M

1 5

5 4 0 8

4 9 1

L A U R E L

S T R E E T

2 7 6

S T R E E T

2 0 0 2

2 9

2 8

P I N E

2 9

3 0

2 4 4 8

2 5 0

A V E N U E

4 5 6

S T R E E T

F R I E R

S O N

R D

4 5

4 6

4 5

4 5

4 5 3

4 5 7 4 5

4 5 8

4 9

4 6

C E D A R

4 6

4 7

4 7

4 7

H O L L

E Y

5 0

4 9

4 6

4 7

4 9 7

4 6 7

S T R E E T

4 9 3

A B E L I A

ST R E E T

4 1 9

4 8

486 488

489 490

3 1

1 9

E LD E R

5 1 9 0

DRI V E

5 1 9 3 5 1 9 5

5 1 9 7

5 1 9 1

5 3 1 0

5 3 1 3

5 3 1 1

5 1 9 8 5 3 0 9

5 1 9 4

3 1

M U L B

E R R Y

5 3 1 4

5 0 0 6

8 5

5 1 2 4

D R I V E

A D L E R

C I R

C I R

5 1 1 2

S TR E E T

E L D E R

3 5

5 2 2 6

N O R T H

S Y CA M O R E

5 1 0 4

5 1 0 6

5 2 2 5

5 4 0 7

5 1 2 8

5 3 3 85

5 1 1 4

5 1 2 6

5 3 3

5 1 1 1 5

5 1 2 7

3A S P E N

C I R .

5 1 2 5

5 1 2 1

M A G N O L I A

2 4 4

4 4 1

E L M

5 1 8 8

5 1 8 9

5 3 0 7

5 3 0 8

DRIVE

5 4 0 6

5 4 0 5

5 1 3 0 5 3 3 9

5 1 2 9

4 9

R O S E

B U D

D R I V E

4 0

O R C H I D

D R I V E

5 0

4 4

4 5

3 4 3 5 3 6

3 9

C A R N A T I O N

1 7 1 6

2 1

2 2 9 9

A V E N U E

D R I V E

1 2

1 2

1 2

4 6

4 8

1 1

1 2

3 8

1 5

1 4

P A L M

E T T O

4 1 4

1 4

1 4

1 6

9 6

1 2 8 I R

I S

0 1

1 3

1 3

1 2

4 5 3

1 0

O R C H I

D

D R I V E

2 2

D R I V E

G A R D D I N

I A

2 8 0 3 2 8 0 2

2 4 5 0

1 6 9 8

1 8 2 6

7 1 5

7 1 6

1 9 8

1 9 8

P A T R O

L

R O A D

P A T R O L

R O A D

P A T R O L

R O A D

3 1 1 6

2 6

2 9

2 3

D R I V E

3 8

1 7

A

IK

E N

S H A W

A I K E N

S T R E E T

1 4

O L D

E N T R A N C E

R O A D

S W E E N E Y

1 8 2 3

1 3 0 5

8 3 0

1 1 0 3

4 2 9

1 0 2 6

9 0 7 3

1 2 2

1 1 6

S

ID

E W

IN

D E R

S T R E E T

1 8 6 0

0 1

L A R K

R O A D

K

IN

G F

IS

H E R

R O A D

U . S .

H I G H WA

Y

3 7 8

1 6 1 4

1 5 0 5

L A N C E

A V E

N U E

1 5 0 1

1 5 1 0

A E R OW A Y

2 8 1 2

A V E N U E

E X C H A N G

E

S TR

E E T

1 4 0 8

1 4 1 3

S H A W A V E N U E

1 2 1 3

1 2 0 0

1 1 2 7

1 4 0 5

ST U A R TA V E N U E

K I L L I A N

A V E N U E

L A N C E

A V E N U E

1 4 1 1

1 4 0 1

1 4 0 2

S H A R P

S T R E E T

1 1 3 0

1 1 1 8

H E A D QU A R T E R S

S T R E E T

R E C R E A T I O N S T R E E T

S T U A R T

L A N C E

A V E

N U E

1 9 7

1 2 1 1

1 2 1 2

A V E N U E

A V E N U E

7 0 2

1 1 0 2

8 0 0

9 0 0 0

A V E N U E

R H O D E S

9 2 2

S T R E E T

9 1 8

P A R K I N S O N

S T R E E T

9 3

R E D B

I R D

S T R E

E T

9 2 7

1 0 5 4

1 0 5 3

1 0 3 9

1 0 4 1

1 0 3 7

1 0 3 81 0 3 5

E G R E T

S T R E E T

1 0 4 0

1 0 3 2 1 0 3 3

C R AN E

S T R E E T

D A R T E R

S T R E E T

NI G H T I NG A L E

S T R EET

8 0 2

8 0

A

VE

C O

A V E

8 2 3

8 2 2

9 0

P A R K I N

S O N

ST R EET

D R I V E M

L O W R Y

A R

9 1 8 6

L A N C E

A V E

9 1 8 7

D R I V E

1 0 5

1 0 6

1 6 0

A V E NU E

K I L L I A N

9 0 5

9 0 4

4 2 7

9 0 3

4 2 6

L O W R

Y

A V E .

9 0

M Y E R S

S T R E E T

4 0

S H A W

4 3

4 2 8

1 1 2

H O U S T O N

1 0 1

L O W E R Y

F O R D Y C E

S T R E E T

9 9

1 1 3

1 1 4

1 1 5

1 1 8

NI G H T I NG A L E

S T R EET

M E A D O W L A R K

S T R E E T

0 6

4 2 0

4 1 1

4 1 5

1 0 5 1

4 0

3 9

M A Z E R

S T R E E T

M E A D O W L A R K

S T R E E T

0 8

0 9

2 1 2

2F O R

D

S T R E E T

3 2

3 3

0 7

1 0 2 9

1 0 2 8

A V OC E TS T R E E T

2 6

2 9 9

1 0 3 1

1 0 3

1 0 3 0

3 0 9

3 0 2

3 2 5

3 2 7

3 1 1

C H A P I N

ST R

E E T

3 2

3 92 0

3 4

3 5

2 5 5

S T R E E T

C A M P B E L L

S T .

2 2 4

C U L L E N

S T R E E T

4 0 3

1 0 6 0

J O H N S O

N

P O L I F K A

M I T C H E L L

S T

BLUE JAY

STREET

8 2 6

D R I V E

N E L S O N

9 0 0 1

P

ATR

O L

R O

AD

1 8 5 4

1 8 6 5

1 8 3 7

P

A TR

O L

1 7 9 9

1 8 0 1

1 8 0 6

1 8 0 7

1 8 0 2

1 8 0 0

1 8 0 5

1 8 0 4

1 8 1 7

1 8 1 5

S H R I N

E

S T R E E T

1 8 8 0

H A R M

D R

IV

E

1 8 8 1

1 8 8 2

1 8 8 3

1 8 0 8

1 8 0 9

A M R A A M

1 8 1 0

1 8 2 2

MA V E R I CK

D R I V E

R O C K E

Y E

R O A D

1 8 2 1

1 9 0 5 1 9 0 7

D R Y D E N

W A Y

1 8 4 2

1 8 5 8

1 8 5 6

1 8 5 2

1 8 5 0

1 8 4 1

1 8 3 2

1 8 5 1

1 8 3 6

1 8 5 5

1 8 3 0

1 8 3 5

1 8 4 4

C O N D O R

C O U N T R Y

R O A D

1 8 4 5

S K E E T

R O A D

1 8 7 0

P A T R O L

R O A D

C O N D O R

C O U N T R Y

R O A D

1 8 3 3

1 8 4 0

1 7 1 0

1 7 0 7

1 7 0 8

1 7 0 0

1 7 0 2

1 7 2 4 1 7 2 6

1 6 9 6

1 6 9 5

16971 7 1 3

1 7 1 1

1 6 9 3

1 7 2 5

1 7 1 7

1 7 1 4 1 7 1 5

1 6 2 5

1 7 1 2

S T R E E T

1 4 1 5

2 7 9 9

F I G H T I N G

F A L C O N

S T R E E T

P A T R

O L

R O A D

9 3 0

1 9 5 9

3 9

1 9 8 2

3 1 2

1 8 5 3

3 1 4 7

R O A D

1 8 4 8

8 2 5

1 9 3 0

9 1 9 3 0

1 8 3 8

1 8 2 9

1 8 9 1

1 8 9 2

1 8 8 4

Chief, Engineering Section

1 2 0 2

1 8 3 9

1 8 4 7

1 8 4 9

1 4 1 9

1 3 0 4

1 4 0 9

2 2 3 8

1 2 02

3 2 4

3 3 2

L

3 8

1 7

L

R

R

G L I D E S CO P E

A N T .

9 1 6 0

9 1 5 8B A K

1 2

M A - 1 A 9 1 5 3

A N / G M Q

3 2 R E C E I V E

R

9 1 7 7

Z O N E

A P P R O A C H

P R O J E C T O R

A N / G M Q

3 2 9 1 6 0

9 1 6 2L O C A L I Z E R G M Q - 3 4

L A S E R

A N / C R M - 3 0

W I N D

B I R D A N / G W 9 1 4 4

W I N D

BI R D

A N / G M Q - 2 0

9 0 8 6

9 1 7 6 A N / G R N - 2 7

9 1 3 0BA K

1 2

9 1 3 2 E - 5

9 0 6 7 R S S

9 1 5 0BA K

1 2

T A C A N

9 1 7 8

9 0 6 2

R E F L E C T O R

M U N I T I O N S

U P L O A D

P A D

P A R K I N G

A P R O N

9 1 3 1B A K

1 2

9 1 6 6

P A R K I N G

A P R O N

E - 5 9 1 3 3

9 1 5 1B A K

1 2

9 1 0 3

9 1 7 1A N / G R N

2 7 G L I D E S L

O P E

9 1 6 3

P R O J E C T O RA N / G M Q - 3 2

9 1 6 3 A N / G M - 3 2

R E C I E V E R

L O C A L I Z E RA N / G R N - 2 73 1 7 3

Z O N E

M A -1 A / 8 99 1 5 2

B A K

9 1 5 4

9 1 1 5

9 1 6 5

A P P R O A C H

S H A W

D R I V E

9 3

2 2 8

4 0

4 0

1 8 6 3

M U N I T I O

N S

R O A D

1 7 2 7

L O S A N O

S T R E E T

L O S A

N O

S T R E

E T

5 0 1

4 1 7

1 8 6 8

1 8 6 9

1 8 6 7

1 9 1 7

1 9 2 2

3 9

9 1 9 7

9 8

U

S

H I

G H

W A

Y

U

S

H I

G H

W A

Y

BISHOPVILLECAMDEN

(N.T.S)

VICINITY MAP301

(SHAW A.F.B)

PROJECT LOCATION

ORANGEBURG

COLUMBIA

MANNING

15 95

SUMTER

NORTH

FLORENCE

C

E

U

V

B

S

L I

U

D t

C I h

T

RP

IT AS N

T E

O

C

T I

N U

NG IELI N

S Q

E R E

L E

ENIGNE

D

I V

I GE O G R A P H I A E S C I E NT I A E Q U E C ON F I N I A

G N

I

R

P ENE T R A

M U

S

F

E C R O

A

TS

SET

RI

A

AI R C OO M C M M

AN

B

TA

D

1122 LADY STREET, SUITE 810

COLUMBIA, SOUTH CAROLINA 29201

PHONE (803) 799-6502

FAX (803 199-2014

www.cdacolumbia.com

S H A W A . F . B . S . C .

DEPARTMENT OF THE AIR FORCE

AIR COMBAT COMMAND

DRAWING NO.

AS NOTED

SHEET

OF

DRAWN BY DATE SCALE

PROJECT NO.

CHECKED BY

REVIEWED CORRISION ENGINEER

REVIEWED CONSTRUCTION MANAGEMENT

REVIEWED FOR FIRE REGULATIONS

REVIEWED FOR SAFETY PROVISIONS

REVIEWED ENVIRONMENTAL

REVIEWED MAINTENANCE ENGINEERING

APPROVED CHIEF ENGINEER

APPROVED PROJECT ENGINEER

APPROVED USING AGENCY

APPROVED COMMUNITY PLANNER

REVIEWED OTHER

REVIEWED OTHER

CIVIL ENGINEER OFFICE

DRAWING INDEX

6/

/2

9:

:3

A

M C

:\P ro je ct s (L oc al

2-

C en tr al

_L or ra in e.

rv t

CDA PROJECT NO.:09-222

COVER SHEET

REPAIR FITNESS CENTER, B806

06/07/13

100% DESIGN FOR

CONSTRUCTION

LSW

SHAW AIR FORCE BASE

REPAIR FITNESS CENTER, B806

1 1

JCD

VLSB 10-0001

FIRE PROTECTION

FA1.1 FIRE ALARM PLAN - DEMOLITION

FA2.1 FIRE ALARM/MASS NOTIFICATION PLANS - NEW WORK

FA3.1 FIRE ALARM/MASS NOTIFICATION SCHEDULES & DETAILS

FP1.1 FIRE PROTECTION PLAN - NEW WORK

FP1.2 FIRE PROTECTION SITE PLAN & NOTES

PLUMBING

P1.1 PLUMBING PLAN - DEMOLITION

P2.1 PLUMBING PLAN - DEMOLITION

P3.1 PLUMBING PLAN - NEW WORK

P4.1 PLUMBING PLAN - ROOF

P5.1 PLUMBING DETAILS & SCHEDULES

P6.1 PLUMBING DETAILS & SCHEDULES

P7.1 PLUMBING RISER DIAGRAM

MECHANICAL

M1.1 MECHANICAL PLAN - DEMOLITION

M2.1 MECHANICAL PLAN - NEW WORK

M3.1 MECHANICAL PLAN - VENTILATION & EXHAUST - NEW WORK

M4.1 ENLARGED MECHANICAL PLANS & DETAILS - NEW WORK

M5.1 MECHANICAL ROOF PLAN - DEMOLITION

M5.2 MECHANICAL ROOF PLAN - NEW WORK

M6.1 MECHANICAL SCHEDULES

M7.1 MECHANICAL SYSTEM SCHEMATICS

M8.1 KITCHEN HOOD DETAILS AND SCHEDULES

M9.1 HVAC DETAILS AND SECTION

ELECTRICAL

E1.1 ELECTRICAL PLANS - DEMOLITION

E2.1 LIGHTING PLANS - DEMOLITION

E3.1 POWER PLANS - NEW WORK

E4.1 LIGHTING PLANS - NEW WORK

E5.1 DATA/COMM PLANS - NEW WORK

E6.1 HVAC POWER PLANS - NEW WORK

E7.1 ELECTRICAL LEGEND, DETAILS & SCHEDULES

E8.1 ELECTRICAL PANEL SCHEDULES

E9.1 ELECTRICAL PANEL SCHEDULES & RISER

E10.1 LIGHTING CONTROL WIRING DIAGRAMS

G0.1 COVER SHEET

CIVIL

C1.1 EXISTING CONDITIONS SITE PLAN

C1.2 GRADING, DRAINAGE AND UTILITIES SITE PLAN

C1.3 DEMOLITION & EROSION PLAN

C2.1 CIVIL DETAILS

C2.2 CIVIL DETAILS

ARCHITECTURAL

A0.1 CODE ANALYSIS & STANDARD NOTES

AD1.1 DEMOLITION - FIRST FLOOR PLAN

A1.1 FIRST FLOOR PLAN

A1.2 DEMOLITION SECOND FLOORPLAN & SECOND FLOOR PLAN

A1.3 ENLARGED FLOORPLAN PART "A"

A1.4 ENLARGED FLOORPLAN PART "B"

A1.5 ROOF PLAN

A1.6 ROOF DETAILS

A1.7 ROOF DETAILS

A2.1 EXTERIOR ELEVATIONS

A3.1 BUILDING SECTIONS

A3.2 WALL SECTIONS

A3.3 WALL TYPES

A3.4 DETAILS

A3.5 MECHANICAL YARD DETAILS

A4.1 ENLARGE FLOOR PLANS

A6.1 DOOR SCHEDULE & DETAILS & WINDOW DETAILS

A7.1 REFLECTED CEILING PLAN- FIRST FLOOR

A7.2 REFLECTED CEILING PLAN- SECOND FLOOR & DETAILS

A8.1 FINISH SCHEDULE

A8.2 FINISH FLOOR PLAN

A9.1 INTERIOR ELEVATIONS

A9.2 INTERIOR ELEVATIONS

A9.3 INTERIOR ELEVATIONS

A9.4 INTERIOR ELEVATIONS

A9.5 INTERIOR ELEVATIONS

A9.6 INTERIOR SECTIONS AND DETAILS

A9.7 INTERIOR CEILING DETAILS

STRUCTURAL

S1.0 GENERAL STRUCTURAL NOTES

SD1.1 STRUCTURAL FOUNDATION & WALL DEMOLITION PLAN

SD1.2 SECOND FLOOR STRUCTURAL FRAMING DEMOLITION PLAN

SD1.3 STRUCTURAL DEMOLITION FOUNDATION & WALL PLAN

S1.1 STRUCTURAL FOUNDATION NEW WORK PLAN

S1.2 STRUCTURAL FRAMING AND SECOND FLOOR NEW WORK PLAN

S1.3 STRUCTURAL PARTIAL FRAMING NEW WORK PLAN

S1.4 STRUCTURAL ROOF FRAMING NEW WORK PLAN

S1.5 VESTIBULE AND STAIRS STRUCTURAL NEW WORK PLANS

S2.1 STRUCTURAL SECTIONS

S2.2 STRUCTURAL SECTIONS

S2.3 AT/FP DETAILS

S2.4 STRUCTURAL DETAILS

S2.5 STRUCTURAL SECTIONS

S2.6 STRUCTURAL SECTIONS

S2.7 STRUCTURAL SECTIONS

S2.8 STRUCTURAL SECTIONS

BASE

CONTRACTING

OFFICER

BASE CIVIL

ENGINEER

PROJECT SITE

CONTRACTOR

ENTRANCE

HAUL ROUTE

REFERENCE DRAWINGS - ADAL GYM 30 OCT. 1984

5126669 M-1 HVAC DEMOLITION PLAN

5126670 M-2 PARTIAL MECHANICAL HVAC PLAN

5126671 M-3 PARTIAL MECHANICAL HVAC PLAN

5126672 M-4 MECHANICAL SCHEDULES

5126673 M-5 MECHANICAL HVAC SECTIONS & DETAILS

5126674 M-6 MECHANICAL HVAC DETAILS

5126675 M-7 MECHANICAL EMCS DIAGRAMS

5126676 M-8 MECHANICAL HVAC CONTROL DIAGRAMS

5126677 M-9 MECHANICAL HVAC CONTROL DIAGRAMS

REFERENCE DRAWINGS - SHAW BLDG 806 FP PLAN - 27 JUL. 2009

100479 FP-1 WORSHAM SPRINKLER CO SITE PLAN

100479 FP-2 WORSHAM SPRINKLER CO FLOOR PLAN

REV DATE DESCRIPTION BY APPROVED

FA4803-14-R-0003

Attachment 6

1269447830A Typewritten Text

1269447830A Typewritten Text

1269447830A Typewritten Text

1269447830A Typewritten Text

1269447830A Typewritten Text

1269447830A Typewritten Text

1269447830A Typewritten Text

1269447830A Typewritten Text

1269447830A Typewritten Text

1269447830A Typewritten Text

FA4803-14-R-0003

Attachment 6

UP

UP

UP

DN

DN

UP

UP

UP

UPUP

UP

UP

UP

DN

DN

@ AT

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

ADJ. ADJUSTABLE

ALUM. ALUMINUM

APPROX.APPROXIMATELY

BD. BOARD

BLDG. BUILDING

BRG. BEARING

CG. CORNER GUARD

CJ. CONTROL JOINT

CL. CENTER LINE

CLG. CEILING

CMU. CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DN. DOWN

DS. DOWNSPOUT

DWG. DRAWING

EJ. EXPANSION JOINT

EWC. ELECTRICAL WATER COOLER

EA. EACH

ELEV. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXT. EXTERIOR

FD. FLOOR DRAIN

FE. FIRE EXTINGUISHER

FEC. FIRE EXTINGUISHER CABINET

FIN. FINISH

FLR. FLOOR

FT. FOOT, FEET

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GEN. GENERAL

GOVT. GOVERNMENT

GWB. GYPSUM WALL BOARD

GYP.BD. GYPSUM BOARD

HC. HANDICAP

HM. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

HT. HEIGHT

IN. INCH

INSUL. INSULATION

INT. INTERIOR

JST. JOIST

LAM. LAMINATE

LAV. LAVATORY

LB. POUND

MO. MASONRY OPENING

MAX. MAXIMUM

MBM. METAL BUILDING MANUFACTURER

MECH. MECHANICAL

MIN. MINIMUM

MIRR. MIRROR

MISC. MISCELLANEOUS

MTL. METAL

N/A NOT APPLICABLE

NIC. NOT IN CONTRACT

NO. NUMBER

O.C. ON CENTER

O.H. OVER HEAD

OPNG. OPENING

OPP. OPPOSITE

OPP.HD OPPOSITE HAND

PB. PIPE BOLLARD

PL. PLATE

PT. PRESSURE TREATED

RD. ROOF DRAIN

RH. ROOF HATCH

RO. ROUGH OPENING

REQ'D. REQUIRED

RTF. ROOF TOP FAN

RTGP. ROOF TOP GAS PACK

RTV. ROOF TOP VENT

SF. SQUARE FEET

S.S. STAINLESS STEEL

SIM. SIMILAR

SL. STEEL LINE

SQ. SQUARE

STRUCT. STRUCTURE

T.O. TOP OF

T.O.C. TOP OF CURBING

T.O.M. TOP OF MASONRY

TYP. TYPICAL

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W/ WITH

WWF. WELDED WIRE FABRIC

ABBREVIATIONS

1 VIEW NAME

1/8" = 1'-0"A101

Room Name

1t

SIM

A102A108

A

CENTERLINE OF COLUMN

WINDOW TYPE

ROOM TYPE

DOOR NUMBER

WALL PARTITION TYPE

SECTION MARK

DETAIL /PLAN TITLE

WHERE DETAIL /PLANS

IS REFERENCED

ELEVATION MARK

SYMBOL LEGEND

A101

SIM

A2.1

B5

ENLARGED PLAN / DETAIL MARK

TA-3

TA-1

TA-8

TA-3

TA-4

TA-5

P-12

TA-11

TA-11

TA-9

HC

URINAL

STANDARD

URINAL

HIGH

EWC

LOW

EWC

FIRE

EXTINGUISHER

CABINET

1' - 0" 3' - 6"

3'

- 0

6" 3' - 0"

3'

- 0

"-1

9"

3'

- 8

1'

- 5

2'

- 0

2'

- 5

2'

- 1

0"

3'

- 1

/2

TO

R

EF

LE

CT

IV

E

SU

RF

AC

E

3'

- 4

" M

AX

9" M

IN 2'

- 3

" M

IN

3'

- 0

" M

AX

6'

- 0

TO

H

AN

DL

E

4'

- 0

NOTE: HEIGHTS ARE FOR GENERAL USE - ALL ACCESSORIES MAY NOT BE USED FOR THIS PROJECT

TA-2

M

IN

"-1

9"

"-4

1" 1'

- 6

TA-4

39"-41"

TA-1

3'

- 9

TO

C

EN

TE

R

OF

S

IG

N

5'

- 0

SIGNAGE

TO

T

OW

EL

O

PE

NI

NG

" M

AX

TO

B

OT

TO

M O

F

ST

AT

IO

N

2'

- 6

P-10

HINGE APPROACH PULL SIDEFRONT APPROACH PULL SIDE

FRONT APPROACH PUSH SIDE LATCH APPROACH PUSH SIDE CLEAR FLOOR SPACE

MIN.

5' - 0"

2' - 5 31/32"

MIN.

3' - 0"

MIN.

2' - 0"

M

IN

5'

- 0

M

IN

3'

- 6

M

IN

5'

- 0

M

IN

4'

- 0

MIN.

1' - 6"

1' - 0" MIN.

DIMENSION

DIMENSION

DIMENSION

DIMENSION TO FACE OF OBJECT OR

FACE OF STUD/MASONRY

DIMENSION TO EDGE OF SLAB AND/OR

STRUCTURAL GRID

CLEAR FINISH DIMENSION OR HOLD

DIMENSION

IBC-2009

BASIC CRITERIA

EGRESS AND SAFETY TO LIFE

DESIGN ANALYSIS

OCCUPANCY

(PASSAGEWAY IS PART OF

BUILDING FOR ALLOWABLE

AREA ONLY)

TYPE OF CONSTRUCTION

ALLOWABLE FLOOR AREA -

ALLOWABLE HEIGHT AND STORIES

FIRE RESISTIVE RATINGS

FOR BUILDING ELEMENTS

TABLE 601

1.) STRUCTURAL FRAME:

2.) NON-BEARING INTERIOR WALLS:

3.) FLOOR CONSTRUCTION:

4.) ROOF CONSTRUCTION:

5.) SEPARATION BETWEEN OCCUPANCIES:

TABLE 503

OCCUPANT LOAD

CORRIDOR WIDTH

MEANS OF EGRESS

INTERIOR FINISH

INSULATION

INSULATION WITHIN WALL

ROOF INSULATION

ROOF COVERINGS AND ROOF DECK ASSEMBLIES

A-4 ASSEMBLY

B-BUSINESS

TYPE II B SPRINKLERED

MAXIMUM ALLOWED: A4 - 28,500 PER FLOOR, 3 STORIES

B - 69,000 PER FLOOR, 5 STORIES

ACTUAL: A4 - 17,280 SF =.606%

B - 20,130 SF, 2 STORIES =.292%

PASSAGEWAY B - 2,202 SF =.032%

0 HR

0 HR

0 HR

0 HR

1 HR (TABLE 508.4 IBC)

A-4: SEE LIFE SAFETY PLAN = 1,153 OCCUPANTS

GROSS BUSINESS AREA (11,671 SF) / 100 SF = 117 OCCUPANTS

NET BUSINESS AREA (8,459 SF) = 435 OCCUPANTS

PASSAGEWAY (2,202 SF)/100 SF = 22 OCCUPANTS

MEZZANINE (1,720SF) = 8 OCCUPANTS

NFPA101-2009 UFC-4-740-02

LSC 7.3.4.1 NOT LESS THAN 36"

LSC 13.3.6 CORRIDORS; NO

REQUIREMENT (ASSEMBLY)

LSC 39.3.6 CORRIDORS; NO

REQUIREMENT (BUSINESS)

NOT LESS THAN 36"

ROOF ACCESS

FIRE DEPARTMENT ACCESS

AIR HANDLING

PLASTIC PIPE

FIRE RETARDANT TREATED WOOD

SEE LSC MEANS OF EGRESS (THIS PAGE)

EXIT ENCLOSURE - CLASS A

LOBBIES & CORRIDORS - CLASS A OR B

OTHER SPACES - CLASS A, B OR C

THERMAL AND ACOUSTIC INSULATION [FLAME SPREAD (FS)

SHALL NOT BE GREATER THAN 75 AND SMOKE DEVELOPED

(SD) NOT HIGHER THAN 150

- UFC 3-600-01, PARAGRAPH 2.7.1

NO REQUIREMENT FOR SMOKE DEVELOPED, AND INSULATION

SHALL BE LESS THAN 100

- UFC 3-600-01, PARAGRAPH 2.7.2.1

NO REQUIREMENT FOR FS AND SD - UFC 3-600-01, PARA. 2.7.2.2

USE TYPE A OR B CLASS ROOF COVERINGS PER NRTL AND THE

WL ROOFING MATERIALS AND SYSTEMS DIRECTORY

PROVIDE ALL WEATHER GROUND ACCESS TO 3 SIDES

AVAILABLE THROUGH ACCESS LADDER IN ROOM #145

FOLLOW UFC-3-410-02A, COMPLY WITH AT REQUIREMENTS

NO PLASTIC PIPE OR CONDUCT PENETRATES RATED WALLS

NO FIRE RETARDANT TREATED WOOD SHALL BE USED

FIRST FLOOR

17,280 SF

20,130 SF

SECOND FLOOR

1,720 SF

MIXED OCCUPANCY SEPARATED CONSTRUCTION AS LONG AS THE RATIO IS LESS THAN 1.

PLUMBING

OCCUPANCY

A-4

B

OCCUPANTS

325 (NET) - BASED UPON 75+225

FIXED SEATS

20,130 SF + 1,720 SF = 21,850 SF / 100

= 219 OCCUPANTS

(PASSAGEWAY WAS PART OF

BUILDING ADDITION AND TOILETS

ACCOUNTED FOR THERE)

TOTAL 37,410 SF 1,720 SF

TOTAL =.93%

TOTAL OCCUPANTS = 1,735 OCCUPANTS

PASSAGEWAY 2,202 SF

132" / .3 = 440 363" / .2 = 1815 OR 2,255 OCCUPANTS ---EGRESS CAPACITY

A-4

# OCCUPANTS W.C. RATIO W.C. REQUIRED LAV RATIO LAV REQUIRED

162.5 MALE

162.5 FEMALE

1/75 MALE

1/40 FEMALE

2.16 MALE

4.06 FEMALE

1/200 MALE

1/150 FEMALE

.81 MALE

1.08 FEMALE

B 219 1/25 FIRST 50

1/50 REST

2.69 MALE

2.69 FEMALE

1/40 FIRST 80

1/80 REST

1.87 MALE

1.87 FEMALE

TOTAL 544 4.85 (5) MALE

6.75 (7) FEMALE

2.68 (3) MALE

2.95 (3) FEMALE

WATER CLOSETS

MALE -

REQUIRED

MALE -

PROVIDED

FEMALE -

PROVIDED

FEMALE -

PROVIDED

LAVATORIES 3 4 3 4

URINALS 0 3 N/A N/A

CODE FIXTURE REQUIREMENTS PER OCCUANCY GROUP MINIMUM PLUMBING FIXTURES REQUIRED/PROVIDED

NOTE: A MALE AND FEMALE FAMILY ASSISTANCE TOILET IS PROVIDED

FOR WITH ROOMS 138 AND 139, PER IBC 1109.2.1.

1.) BUILDING 806 IS AN EXISTING FITNESS CENTER WHICH WAS BUILT

IN 1969. A MAJOR ADDITION WAS CONSTRUCTED IN 1984.

2.) AT THE TIME OF THE DOCUMENT PREPARATION FOR RENOVATION,

ANOTHER 39,000 SF ADDITION IS UNDER CONSTRUCTION.

3.) THIS PROJECT IS SEEKING LEED SILVER CERTIFICATION.

GENERAL

INFORMATION USED IN ANALYSIS:

• TASK ORDER- REPAIR FITNESS CENTER - VL5B-10-0001

• DESIGN STANDARDS FOR SHAW AIR FORCE BASE, SC- AUGUST 1, 2009

• CIVILIAN CONTRACT ENVIRONMENTAL GUIDE- MARCH 1, 2007

• UFC 4-010-01 UNIFIED FACILITY CRITERIA

• ANTITERRORISM/ FORCE PROTECTION (AT/FP)

• INTERNATIONAL BUILDING CODES 2006

• LIFE SAFETY CODE 2006

• ILLUMINATING ENGINEERING SOCIETY GUIDELINES

• NFPA 21 REQUIREMENTS

• UFC 4-21-01 DESIGN AND O & M MASS NOTIFICATION SYSTEMS 4/9/08

• AWWA MANUAL M-14

• NATURAL ELECTRIC SAFETY CODE (NESC)

• AMERICANS WITH DISABILITIES ACT (ADA)

• DOD ANTITERRORISM STANDARDS FOR BUILDINGS

• UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS)

39.1.2 MULTIPLE OCCUPANCIES: YES

39.1.7 OCCUPANT LOAD: 1,735

7.1.6 WALKING SURFACE: 2% MAXIMUM CROSS SLOPE

7.2.2 STAIRS

7.2.2.1.2: EXISTING INTERIOR NONCOMPLIANT STAIRS - REQUIREMENT 7.2.2.1.1

DOES NOT APPLY

7.2.2.2: EXTERIOR STAIRS - 7" RISERS MAX, 11" TREADS MIN.

7.2.2.1.2: EXTERIOR STAIRS - WIDTH MIN. 3"-8"

7.2.2.3.4: EXTERIOR TREAD AND LANDING SLOPE NOT TO EXCEED SLOPE OF 1:48

7.2.2.4.4.2: EXTERIOR HANDRAILS ON BOTH SIDES OF STAIR 30" AFF TO 38" AFF.

7.2.2.4.4.5: EXTERIOR HANDRAILS SHALL HAVE A CLEARANCE OF 2 1/4" FROM RAILING TO WALL.

7.2.2.4.4.9: EXTERIOR HANDRAILS SHALL BE RETURNED TO THE WALL.

7.2.2.4.5: EXTERIOR GUARDRAIL SHALL BE 42" AFF, AND SHALL NOT PERMIT A

4" DIAMETER SPHERE TO PASS THROUGH.

LSC MEANS OF EGRESS

BUSINESS

• MAXIMUM COMMON PATH OF TRAVEL IS 100'

• MAXIMUM DEAD END LIMIT IS 50'

• MAXIMUM TRAVEL DISTANCE TO EXITS IS 300'

A-4

• MAXIMUM COMMON PATH OF TRAVEL IS 75'

• MAXIMUM DEAD END LIMIT IS 20'

• MAXIMUM TRAVEL DISTANCE TO EXITS IS 250'

*NOTE: SEE HARDWARE SPEC 087100 FOR ALL DOOR HARDWARE.

MEZZANINE:

505.4MEZZANINES ARE NOT REQUIRED TO BE OPEN TO THE ROOM IN

WHICH IT IS LOCATED IF THE AGGREGATE OF THE OCCUPANCY

LOAD OF THE SPACE DOES NOT EXCEED 10.

708.2SHAFT ENCLOSURES ARE REQUIRED TO BE PROTECTED BY A

RATED ENCLOSURE (EXCEPTION #9). A SHAFT ENCLOSURE IS

NOT REQUIRED TO BE RATED BETWEEN A MEZZANINE AND THE

FLOOR BELOW.

OCCUPANCY COUNT:

MECH/STOR/COMM - 1,450 SF / 300 SF/OCCUPANT = 4.83 PEOPLE

OBSERVATION DECK - 270 SF / 100SF/OCCUPANT = 2.7 PEOPLE

TOTAL: 7.53 OR 8 OCCUPANTS

*ADD SIGN AT DOOR TO READ: OCCUPANT LOAD LIMITED TO 5

NOTE: NEW FITNESS CENTER ADDITION IS 25,000 SF OF NEW CONSTRUCTION SEPARATED BY (2) 2 HOUR WALLS IN A COVERED WALKWAY. PER SECTION 3104, CONNECTED BUILDINGS SHALL BE CONSIDERED SEPARATE STRUCTURES. ACCORDING TO 3104.5, 2 HOUR FIRE BARRIER IS REQUIRED. EXISTING CONSTRUCTION HAS BEEN APPROVED AND ACCEPTED BY GOVERNMENT. THIS CONTRACT SET OF DOCUMENTS ASSUMES THAT THE PASSAGEWAY PORTION BETWEEN THE 2 HOUR WALL WILL BE PART OF THE CODE OCCUPANCY OF THIS CONTRACT.

NOTE: ACCORDING TO NCMA TEK 7-IC 2.1" MINIMAL AGGREGATE THICKNESS OF A CMU UNIT WILL PROVIDE A 1 HOUR FIRE RATING. IT IS ASSUMED THAT EXISTING CMU HAS THIS THICKNESS. THEREFORE EXISTING WALLS PROPERLY SEALED SHOULD PROVIDE A 1 HOUR FIRE RATING.

ALLOWABLE FLOOR AREA CALCULATIONS:

A-4 OCCUPANCY

1 - 9,500 SF ALLOWED (TABLE 503) 2 - FRONTAGE INCREASE 850' (OPEN TO 30')/880' (TOTAL PERIMETER) = 96.6% - 25% = 71.5% INCREASE, OR 6,792 SF.

3 - SPRINKLER INCREASE 200% OR 19,000 SF

TOTAL ALLOWABLE AREA IS 35,292 SF

B OCCUPANCY

1 - 23,000 SF ALLOWED (TABLE 503) 2 - FRONTAGE INCREASE 71.5% x 23,000SF = 16,445 SF 3 - SPRINKLER INCREASE 200% OR 46,000 SF

TOTAL ALLOWABLE AREA IS 85,445 SF

EXIT DISTANCE = 62'-6"

EXIT DISTANCE = 93'-0"

EXIT DISTANCE = 123'-0"

EXIT DISTANCE = 142'-0"

EXIT DISTANCE = 131'-0"

EXIT DISTANCE = 165'-0"

EXIT

66"

EXIT

66"

EXIT

66"

EXIT

66"

EXIT

EXIT36"

EXIT

72"

EXIT

33"

EXIT

33"

EXIT

33"

F.E.

F.E.

F.E. F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

THIS ROOM IS

1,125 SF

20 SF/OCCUPANT

56.2 OCCUPANTS

A4

9,620 SF

250 OCCUPANTS (NET)

9620 SF / 15 SF/OCCUPANT =

642 OCCUPANTS (GROSS)

129" EGRESS REQUIRED

3 EXITS

125 SEAT BLEACHERS N.I.C.

A4

7,660 SF

75 OCCUPANTS (NET)

7660 SF / 15 SF/OCCUPANT =

511 OCCUPANTS (GROSS)

154" EGRESS REQUIRED

3 EXITS

125 SEAT BLEACHERS N.I.C.

75 SEAT BLEACHERS N.I.C.

EXIT

132"

EXIT

66"

STAGE - 217 SF

15 SF/OCCUPANT

14.4 OCCUPANTS

AEROBICS - 2,971 SF

15 SF/OCCUPANT

198 OCCUPANTS

THIS ROOM

TO BE

CONTINUOUSLY

OCCUPIED

DURING

CONSTRUCTION

1 HR OCCUPANCY

SEPARATION

EXIT

132"

LEGEND

1 HR WALL

EXIST. 1 HR

EXIST. 1 HR

EXISTING 2 HR

WALL

NEW

FITNESS

CENTER

ADDITION

CONNECTOR

PASSAGEWAY

OCCUPANTS/EXIT,

66" AT DOOR

REQUIRED,

96.3" AT STAIRS

REQUIRED

STORAGE

979 SF

300 SF/OCCUPANT

3.26 OCCUPANTS

MECHANICAL

767 SF

300 SF/OCCUPANT

2.55 OCCUPANTS

RACQUET BALL

800 SF

15 SF/OCCUPANT

53.3 OCCUPANTS

RACQUET BALL

800 SF

15 SF/OCCUPANT

53.3 OCCUPANTS

RACQUET BALL

800 SF

15 SF/OCCUPANT

53.3 OCCUPANTS

EMERGENCY EXIT ONLY.

NO AIRLOCK NEEDED

HAWC CLASSROOM

570 SF

50 SF/OCCUPANT

11 OCCUPANTS

PUSH AND

SIT-UP ROOM

346 SF

50 SF/OCCUPANT

7 OCCUPANTS

SITTING/HOLDING AREA

379 SF

15 SF/OCCUPANT

26 OCCUPANTS

HAWC

RECEPTION

WAITING

353 SF

15 SF/OCCUPANT

26 OCCUPANTS

1005 SF

STORAGE 115 SF

MECH. ROOM

330 SF

COMM. ROOM

270 SF

OBSERVATION DECK

SIGN TO READ:

OCCUPANT LOAD LIMITED TO 5

EXIST. 1 HR

EXIST. 1 HR

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

REG I STERED ARCH I TECT

AN

ILORACH

CURT DAVIS &

ASSOCIATES, INC.

COLUMBIA, S.C.

B-90009

UTOSFO

ETATS

REG I STERED ARCH I TECTS

AN

ILORACH

L

AD

Y

ST

R E

ET

, S

UI

TE

CO

LU

MB

IA

, S

OU

TH

C

AR

OL

IN

A

PH

ON

E (8

) 7

-6

F A X

(8

) 7

-2 ww w.

cd ac ol um bi a.c om

1 2 3 4 5

D

C

B

A

E th

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

ON

CH

AP

IN

S

TR

EE

T

SH

AW

A

IR

F

OR

CE

B

AS

E, S

OU

TH

C

AR

OL

IN

A

CO

M

M

ER

IC

AL

P

HO

NE

1-

3-

5-

CO

M

M

ER

CI

AL

F

AX

1-

3-

5-

PL

AN

T

YP

E

EN

GI

NE

ER

PR

OJ

EC

T

NU

M

BE

R

DA

TE

SC

AL

E

AS

N

OT

ED

DR

AF

TS

M

AN

DR

AW

IN

G

NU

M

BE

R

SH

EE

T

OF

VL

SB

0 -

6/

/2

:5 2:

A

M C

:\P ro je ct s (L oc al

2-

C en tr al

_L or ra in e.

rv t A0 .1

CD

A

PR

OJ

. N O.

:0 9-

CO

DE

A

NA

LY

SI

S

ST

A N

DA

RD

N

OT

ES

S H

A W

A

IR

F O

R C

E B

A S

E

R E

P A

IR

F

IT

N

E S

S C

E N

TE

R

, B

/0

7/

0%

D

ES

IG

N

FO

R

CO

NS

TR

UC

TI

ON

HM

STANDARD MOUNTING HEIGHTS

TYPICAL ANSI REQUIREMENTS WALL DIMENSIONING KEY

3/64" = 1'-0"

LIFE SAFETY PLAN

0' 10' 20' 40' 80'

3/64" = 1'-0"

MEZZANINE PLAN

R E

V D

A T

E D

E S

C R

IP

T

IO

N

B Y

W

BASKETBALL/ VOLLEYBALL

COURT

BASKETBALL/ VOLLEYBALL

COURT

AEROBICS ROOM

CDC (NIC.)

PARENT ROOM (NIC.)

RACQUETBALL COURT

RACQUETBALL COURT

6'-

7/ 8"

6'- 4"

9'-

3/ 4"

EXISTING

TRANSFORMER TO

REMAIN

SPRINKLER

RISER TO

REMAIN

ALL EXISTING FLOOR FINISH, BASE,

AND CEILING TILE TO BE REMOVED

IN ITS ENTIRETY

4'-11 1/2" 5'-2" 5'-0" 5'-2"

1'-4"

4'-6 1/2"

EXISTING WALL

FEATURES TO

BE REMOVED

2'-

/4

8"

7'-9 3/4" 6'-4"

6'-

5/ 8"

213 13 13

EXISTING

WINDOWS

TO REMAIN

EXISTING

SOFFIT TO

BE REMOVED

EXIST COLUMN

REMOVE EXISTING

STOREFRONT

ASSEMBLY AND

THRESHOLD

4'-2 1/2" 13'-4"

3'-4" 9 1/4"

3'-4 1/4

9'-3 1/2

9'-1 1 3

/8"

EXISTING WINDOW FRAME TO REMAIN, EXISTING

GLAZING TO BE REMOVED AND REPLACED

REMOVE EXISTING CHIMNEY

EXISTING

SCOREBOARD

ABOVE TO REMAIN

AND PROTECT IN

PLACE

EXISTING

SCOREBOARD

ABOVE TO REMAIN

AND PROTECT IN

PLACE

EXIST. EWC

TO REMAIN

EXIST. EWC

TO REMAIN

EXIST. EWC

TO REMAIN

RELOCATE EXISTING

WASHER / DRYER TO

NEW LOCATION

SEE SHT A1.4

EXIST MIRRORS TO

REMAIN EXCEPT IN

MODIFIED AREAS.

PROTECT AS NECESSARY

EFE

EFE

EFE

EFE

22'-0"

OPENING FOR NEW

WINDOW

REMOVE EXISTING

STEP

REMOVE FLOOR

FOR NEW FOOTING

REMOVE CONC.

LOCKER BASES

(TYP)

EFE

EXIST VOLLEYBALL

STANDARDS TO

REMAIN (TYP FOR 4)

REMOVE EXISTING

STEP

THIS DOOR SHALL BE

LOCKED DURING

CONSTRUCTION

REMOVE EXIST

SCUPPER AND SEAL

OPENING WITH

MATCHING BRICK

NOTE: THIS GYM SHALL BE

KEPT OPERATIONAL DURING

CONSTRUCTION. OWNER

WILL REMOVE PADS. SEE

SPECS FOR REQUIREMENTS

NOTE: THIS SPACE WILL NOT

BE USED DURING

CONSTRUCTION PERIOD

REMOVE RACQUETBALL

WALL FINISH

EXISTING EXHAUST FAN TO REMAIN

EXISTING EXHAUST FAN TO REMAIN

DEMOLITION NOTES:

REMOVE WAINSCOTING, CHAIR RAIL AND WALLCOVERING. PATCH AND REPAIR TO A LEVEL 4

FINISH.

REMOVE DOOR TRIM AND WOOD FRAME, PATCH AND REPAIR OPENING.

REMOVE WATER DAMAGED FLOORING AND SUBFLOORING. REPAIR SUBFLOOR AND TOOTH IN

NEW GYM FLOORING. SAND, RE-STRIPE AND FINISH ENTIRE GYM FLOOR.

REMOVE EXISTING RUBBER FLOOR AND CEMENTITOUS FLOORING DOWN TO EXISTING

CONCRETE SLAB. PATCH, REPAIR AND LEVEL FOR NEW FLOORING. NOTIFY OWNER IF

SUBGRADE IS NOT CONCRETE

REMOVE EXISTING GYM DIVIDER CURTAIN

SAND FLOOR IN PREPARATION FOR NEW FINISH AND STRIPING

REMOVE BASKETBALL GOALS

PREPARE FLOOR TO RECEIVE BUILT-IN STANDARDS

FOR VOLLEYBALL NETS & BRACING

REMOVE EXISTING WALL FINISH. PATCH & PREPARE WALLS TO RECEIVE NEW FINISH.

EXISTING FLOOR FINISH, WALL FINISH, BASE & CEILING TO BE REMOVED IN ITS ENTIRETY.

REMOVE EXISTING STAIRS AND CONCRETE PAD.

REMOVE EXISTING CERAMIC TILE SETTING BEDS AND SLOPED FLOORS.

EXISTING DOORS, FRAMES & WINDOWS TO REMAIN.

REMOVE EXISTING SLAB.

3/4" RECESS IN EXISTING SLAB FOR RECESSED WALK OFF GRILLE.

REMOVE DOOR AND FRAME

REMOVE RUBBER FLOOR AND BASE. PATCH, REPAIR AND LEVEL FOR NEW FLOORING

REMOVE EXISTING EWC

SLAB DEMO FOR NEW CONC RAMP

GENERAL NOTES

1. PATCH FLOOR SLAB WHERE FINISHES ARE REMOVED WITH EPOXY FILLS OR LEVELING COMPOUNDS.

2. WHERE PLANS INDICATE THE REMOVAL OF AN ITEM AND INSTALLATION OF A NEW ITEM, CONTRACTOR SHALL

DEMOLISH AND REPAIR ANY CONSTRUCTION NECESSARY TO COMPLETE THE TASK.

3. WORK SHALL BE ACCOMPLISHED TO ENSURE EXITS ARE OPEN FOR PUBLIC AND EMERGENCY USE.

CONTRACTOR SHALL PROVIDE DUST BARRIERS AND SEAL MECHANICAL RETURNS TO REDUCE CONSTRUCTION

DUST.

4. REMOVE EXISTING FINISHES IN AREAS NOTED. CONTRACTOR SHALL MAKE EVERY EFFORT TO COORDINATE TO

ALLOW SMOOTH TRANSITION FROM EXISTING AREAS.

5. CONTRACTOR SHALL READ AND UNDERSTAND ALL NOTES HEREWITH AND ADHERE CAREFULLY TO THEM

THROUGHOUT PROJECT DURATION.

6. MAKE A SURVEY OF THE JOB SITE BEFORE ANY WORK BEGINS AND VERIFY ALL DIMENSIONS AS SHOWN IN PLANS. NOTIFY IMMEDIATELY OF ANY DISCREPANCIES FROM THESE PLANS WHICH SHALL CHANGE THE INTENDED

DESIGN.

7. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF ALL GOVERNING CODES, RULES, REGULATIONS AND LAWS

HAVING JURISDICTIONS.

8. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

9. DIMENSIONS GIVEN IN FIGURES IN THE PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL

DIMENSIONS WHETHER GIVEN IN FIGURES OR SCALED, SHALL BE VERIFIED IN THE FIELD.

10. DURING AND AT THE COMPLETION OF THE CONTRACTOR'S DAILY WORK, THE CONTRACTOR IS RESPONSIBLE FOR THE CLEANING UP AND REMOVAL OF ALL DEBRIS BEFORE LEAVING THE PROJECT SITE EACH DAY. THE

FOLLOWING ARE STRICTLY PROHIBITED WORK PRACTICES:

A. IMPOSING ANY STRUCTURAL LOAD, TEMPORARY OR PERMANENT ON ANY PART OF THE BUILDINGS

STRUCTURES WITHOUT PRIOR WRITTEN APPROVAL.

B. CUTTING ANY HOLES IN FLOOR SLABS, WALLS OR ROOF WITHOUT PRIOR APPROVAL. BEFORE STARTING ANY

SLAB WORK, CHECK TO DETERMINE IF ANY COMMON UTILITY OR OTHER UTILITY LINES EXIST WITHIN THE SPACE.

C. USE OF ANY HAZARDOUS MATERIALS FOR NEW CONSTRUCTION.

11. PROVIDE ALL INSURANCE, LICENSES, BONDING AND RELEASE OF LIENS REQUIRED BY THE GOVERNMENT.

PROVIDE COPIES OF DOCUMENTATION UPON REQUEST.

12. ALL ELECTRICAL WIRING, CONDUIT AND LIGHTING TO REMAIN UNLESS NOTED OTHERWISE. ALL ELECTRICAL CHANGES SHALL COMPLY WITH CODES. ALL WORK IS TO BE ACCOMPLISHED BY A LICENSED ELECTRICIAN. SEE

ENGINEERING DRAWINGS FOR FURTHER INSTRUCTIONS.

13. CONTRACTOR TO PROTECT EXISTING FLOOR AND WALL FINISHES THAT ARE TO REMAIN FROM DAMAGE

DURING THE CONSTRUCTION PROCESS.

14. ITEMS NOT INDICATED ON THESE DRAWINGS MAY NOT REFLECT THE ENTIRE EXTENT OF DEMOLITION.

COMPLETE DEMOLITION SHALL BE ACCOMPLISHED AS NECESSARY FOR INSTALLATION OF NEW WORK WHETHER

SPECIFICALLY CALLED OUT FOR OR NOT.

15. NO DEMOLITION SHALL BEGIN UNTIL ALL ASBESTOS ABATEMENT IS COMPLETE.

16. ALL ROOFING MATERIAL, ROOF DRAINS & ROOF MOUNTED EQUIPMENT SHALL BE REMOVED COMPLETELY TO EXISTING DECK & PREPARED TO RECEIVE NEW EPDM ROOF. REMOVE EXISTING WOOD NAILER AT COPING CAPS, EXCEPT AT DETAIL 5, SHEET A1.6. SEE A1.5.

17. REMOVE MECHANICAL, ELECTRICAL, PLUMBING & FIRE ALARM SYSTEMS. ONLY LIGHTS AND FIXTURES IN CDC

116 & PARENT ROOM 117 TO REMAIN.

18. REMOVE ALL EXISTING FINISHES IN AREAS AS INDICATED. REMOVE CERAMIC TILE & SETTING BEDS IN EXISTING

LOCKER AND RESTROOMS.

19. SEE STRUCTURAL DRAWINGS FOR COLUMNS WHICH ARE EXISTING TO REMAIN.

20. PATCH, REPAIR AND PREPARE ALL SURFACES AFFECTED BY DEMOLITION TO RECEIVE NEW FINISHES.

21. ALL DOORS DESIGNATED TO BE REMOVED SHALL BE REMOVED TO INCLUDE DOOR PANEL, FRAME &

HARDWARE.

22. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR FURTHER DEMOLITION NOTES REGARDING

BUILDING SYSTEMS.

23. REMOVE ALL EXISTING FIRE EXTINGUISHER CABINETS UNLESS NOTED EFE. PATCH, REPAIR & PREPARE WALL TO RECEIVE NEW FINISH AS PER FINISH SCHEDULE. REMOVE EXIST FE AND STORE FOR REUSE IN COMPLETED

CONSTRUCTION.

24. REMOVE EXISTING SCUPPERS.

25. SEE A3.3 FOR WALL TYPES.

LEGEND

EXISTING TO BE

DEMOLISHED

EXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING FIRE EXTINGUISHER

TO REMAIN

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

REG I STERED ARCH I TECT

AN

ILORACH

CURT DAVIS &

ASSOCIATES, INC.

COLUMBIA, S.C.

B-90009

UTOSFO

ETATS

REG I STERED ARCH I TECTS

AN

ILORACH

L

AD

Y

ST

R E

ET

, S

UI

TE

CO

LU

MB

IA

, S

OU

TH

C

AR

OL

IN

A

PH

ON

E (8

) 7

-6

F A X

(8

) 7

-2 ww w.

cd ac ol um bi a.c om

1 2 3 4 5

D

C

B

A

E th

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

ON

CH

AP

IN

S

TR

EE

T

SH

AW

A

IR

F

OR

CE

B

AS

E, S

OU

TH

C

AR

OL

IN

A

CO

M

M

ER

IC

AL

P

HO

NE

1-

3-

5-

M

ER

CI

AL

F

AX

1-

3-

5-

PL

AN

T

YP

E

EN

GI

NE

ER

PR

OJ

EC

T

NU

M

BE

R

DA

TE

SC

AL

E

AS

N

OT

ED

DR

AF

TS

M

AN

DR

AW

IN

G

NU

M

BE

R

SH

EE

T

OF

VL

SB

0 -

7/ 2/

2:

:3

P

M C

:\P ro je ct s (L oc al

2-

C en tr al

_L or ra in e.

rv t

AD

1.1

CD

A

PR

OJ

. N O.

:0 9-

DE

M

OL

IT

IO

N

- F

IR

ST

F

L O

OR

P

LA

N

S H

A W

A

IR

F O

R C

E B

A S

E

R E

P A

IR

F

IT

N

E S

S C

E N

TE

R

, B

/0

7/

0%

D

ES

IG

N

FO

R

CO

NS

TR

UC

TI

ON

HM

0' 5' 10' 20' 40'

3/32" = 1'-0"A3.2 AD1.1

1 DEMOLITION- FIRST FLOOR PLAN

R E

V D

A T

E D

E S

C R

IP

T

IO

N

B Y

UP

UP

DN

DN

UP

UP

UP

UPUP

UP

UP

UP

A2.12

A2.1

108A

141B

144A

115B136B

102A

141A

HAWC DIR.

HAWC PROGRAM MGR.

HAWC PROGRAM MGR.

HAWC PROGRAM MGR.

HAWC RELAXATION

HAWC WELLNESS ASSESSMENT

HAWC RECEPTION/ WAITING

HAWC RESOURCE LIBRARY

MULTIPURPOSE

RACQUETBALL COURT

RACQUETBALL COURT

RACQUETBALL COURT

PARENT ROOM (NIC.)

CDC (NIC.)

WOMEN'S RESTROOM

MEN'S RESTROOM

MECHANICAL

113 112

SUPPORT

FITNESS ASSESSMENT

SITTING/HOLDING AREA

HAWC CLASSROOM

EQUIPMENT STORAGE

103A

103B

101B

100C 100D

102C

102D

103C

103D

AEROBICS ROOM

136A

MEN'S RESTROOM

WOMEN'S RESTROOM

W1 W1

ELECTRICAL CLOSET

DIRECTOR

FITNESS OIC

FITNESS CENTER STAFF OFFICE

LAUNDRY

STORAGE

A3.1A1.1

A3.1A1.1

A1.3

101A

TV

A1.4

121C

VESTIBULE

W2

A3.1A1.1

LOBBY

TROPHY LOBBY

CORRIDOR

PUSH-UP AND SIT-UP ROOM

STAIR

STAIR

CORRIDOR

HAWC SUPPORT

HAWC SUPPORT

121A

CORRIDOR

CORRIDOR

CORRIDOR

115B

CORRIDOR

115A

JANITOR

TV

122A

THIS DOOR

UNDERCUT

FOR HVAC

NEW TRANSFORMER -

SEE ELECTRICAL

MECHANICAL YARD WITH

NEW CONCRETE SLAB

FE

FE

FE

FE

FE

FE

FE

FE

EFE

EFE

FE

EFE

FE

FITNESS ASSESSMENT

STORAGE

BASKETBALL/ VOLLEYBALL

COURT

TV

STORAGE

103B

TV

NEW FLOORING PATCH TO

MATCH EXISTING

(SEE FINISH SCHEDULE A8.1)

BASKETBALL/ VOLLEYBALL

COURT

A9.5

C2

A9.5

C1

A9.5

C4

NEW MECHANICAL YARD

ENCLOSURE - SEE SHEET A3.5

SIM

A3.4A1.1

TV

EXISTING 125 SEAT BLEACHERS N.I.C

EXISTING 125 SEAT BLEACHERS N.I.C

75 SEAT BLEACHERS N.I.C

NOTE: BASKETBALL & VOLLEYBALL COURT STRIPING

TO MEET NCAA REGULATIONS

NOTE: BASKETBALL & VOLLEYBALL COURT STRIPING

TO MEET NCAA REGULATIONS

VOLLEYBALL POST FLOOR SLEEVE

SIZE AS REQUIRED BY MANUFACTURER

POST + NET (N.I.C.)

A9.5

B1

A9.5

B3

PATCH WALLS, FLOOR

& CEILING WHERE

REVISIONS MADE -

USE MATCHING

MATERIAL

W1

N.

I.C

N.

I.C

N.

I.C

NEW BLAST RESISTANT GLAZING SET

IN EXISTING FRAMES TO REMAIN

SPRINKLER

RISER

W D

4" x 8" WEEP HOLES

AT SLABLINE

SLOPE 2%

NEW CONCRETE SIDEWALK

(SEE CIVIL)

N.I.C.

N.I.C.

N.

I.C

N.

I.C

N.

I.C

N.

I.C

N.

I.C

N.I.C.

FIRE ALARM ANTENNA

EXISTING ROOF

HATCH AND LADDER

TO REMAIN

E

E

E

E

E

E

E

NEW DS

103E

103F

N.I.C.

NO WORK IN THIS AREA EXCEPT TO

REWORK SPRINKLERS

N.I.C

13'-11 1/2"

'-2

/2

TV

A3.4

REMOVE AND REPLACE CONCRETE

SLAB - SLOPE 2% MAX. TO MATCH

NEW ELEVATION OF WOOD FLOOR

REMOVE AND REPLACE CONCRETE

SLAB - SLOPE 2% MAX. TO MATCH

NEW ELEVATION OF WOOD FLOOR

144B

FURR AROUND

EXISTING COLUMN

EXISTING 1 HOUR WALLS

EXISTING 1 HOUR WALLS

EXISTING 2 HR

WALL

E

124A

124B

RAMP UP

10'-0"

5'- 0"

5'- 0"

10'-6"

8'-4"

5'-0"

1'-

1/ 4"

PATCH WALLS, FLOOR &

CEILING WHERE REVISIONS

MADE - USE MATCHING

MATERIAL

7'- 8"

5'-0"

10'-6"

8'-4

7'- 8"

1'-

1/ 4"

LOCATE NEW K FIRE

EXTINGUISHER AT FIRE

SUPPRESSION PULL STATION

4'-2 1/2" 6'-4" 8" 6'-4"

GUARD

RAIL

COL.

HAND RAIL

COL.

VOLLEYBALL POST SLEEVE SIZE

AS REQUIRED BY MANUFACTURER

OF POST AND NET.

7'- 0"

7'- 0"

7'-0

COLUMN - SEE

STRUCTURAL

STL COLUMN

SEE STRUCTURAL

EFE

ADD NEW MASONRY WALL

REPAIR HOLES WITH

MATCHING BRICK MADE BY

REMOVING HVAC

REPAIR BRICK MASONRY

PATCH WALLS, FLOOR

& CEILING WHERE

REVISIONS MADE -

USE MATCHING

MATERIAL

NEW GYP BD FURRED TO

MATCH OVERHEAD

DROPPED SOFFIT

EXIST EWC

EFE

HANDRAIL SHALL

EXTEND ON BOTH

SIDES OF COL.

GUARD RAIL

A3.2

OVERFLOW RDL-

SEE ROOF PLAN

NEW DS NEW DS

NEW DS

PROVIDE 4" WIDE

EXTRUDED ALUM

NOSING W/ GRIT

INSERTS CONT. AT

EACH TREAD AND AT

LANDING

NEW SIDEWALK AT MAXIMUM OF

5% SLOPE

NEW SIDEWALK AT MAXIMUM OF

5% SLOPE

E

EXISTING MIRROR TO REMAIN

NEW

DS

NEW

DS

EXISTING EXHAUST FAN

EXISTING EXHAUST FAN

LEGEND

EXISTING (TO REMAIN)

NEW

1 HR WALL

FE FIRE EXTINGUISHER FE/CABINET

BASKETBALL GOAL

EXISTING FE/CABINETEFE

DS DOWN SPOUT

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

REG I STERED ARCH I TECT

AN

ILORACH

CURT DAVIS &

ASSOCIATES, INC.

COLUMBIA, S.C.

B-90009

UTOSFO

ETATS

REG I STERED ARCH I TECTS

AN

ILORACH

L

AD

Y

ST

R E

ET

, S

UI

TE

CO

LU

MB

IA

, S

OU

TH

C

AR

OL

IN

A

PH

ON

E (8

) 7

-6

F A X

(8

) 7

-2 ww w.

cd ac ol um bi a.c om

1 2 3 4 5

D

C

B

A

E th

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

ON

CH

AP

IN

S

TR

EE

T

SH

AW

A

IR

F

OR

CE

B

AS

E, S

OU

TH

C

AR

OL

IN

A

CO

M

M

ER

IC

AL

P

HO

NE

1-

3-

5-

M

ER

CI

AL

F

AX

1-

3-

5-

PL

AN

T

YP

E

EN

GI

NE

ER

PR

OJ

EC

T

NU

M

BE

R

DA

TE

SC

AL

E

AS

N

OT

ED

DR

AF

TS

M

AN

DR

AW

IN

G

NU

M

BE

R

SH

EE

T

OF

VL

SB

0 -

7/ 2/

2:

:2

P

M C

:\P ro je ct s (L oc al

2-

C en tr al

_L or ra in e.

rv t A1 .1

CD

A

PR

OJ

. N O.

:0 9-

FI

RS

T F L

OO

R

PL

AN

S H

A W

A

IR

F O

R C

E B

A S

E

R E

P A

IR

F

IT

N

E S

S C

E N

TE

R

, B

/0

7/

0%

D

ES

IG

N

FO

R

CO

NS

TR

UC

TI

ON

HM

3/32" = 1'-0"A1.1

A1 RENOVATION-FIRST FLOOR PLAN

0' 5' 10' 20' 40'

1. RESTRIPE BASKETBALL/VOLLEYBALL COURTS 102 AND 103 TO RECEIVE

STANDARD BASKETBALL AND VOLLEYBALL STRIPING AND BUILT-IN

STANDARDS FOR NETS & BRACING (NETS & POSTS N.I.C.)

2. RACQUETBALL COURTS 118, 119 & 120 FLOORS TO BE REFINISHED AND

STRIPED. WALLS TO BE CLEANED AS PER MANUFACTURERS

RECOMMENDATIONS. IN ADDITION TO WALL AND CEILING PATCHING

REQUIRED FOR INSTALLATION OF NEW GLASS AND STEEL BEAMS, PATCH

WALLS AND CEILINGS WITH MATCHING MATERIAL. QUANTITY SHALL BE 60 SF

TOTAL OF WALL AND 60 SF TOTAL OF CEILING PER RAQUETBALL FOR

COURTS 118, 119, & 120.

3. IN AREAS WHERE SETTING BEDS FOR SLOPED FLOORS WERE REMOVED

AND AT ALL SLOPED FLOORS FILL FLOOR BACK TO LEVEL.

4. CLEAN ALL EXISTING SIDEWALKS (NEW BLDG NIC)

5. CLEAN ALL EXISTING BRICK ( NEW BLDG NIC)

RENOVATION NOTES

R E

V D

A T

E D

E S

C R

IP

T

IO

N

B Y

DN

DN

DN

DN

STORAGE ROOM

EXISTING RACQUETBALL COURT

BELOW

EXISTING RACQUETBALL COURT

BELOW

STAIR

STAIR

7 8

3'- 0"

2'- 0"

WATER FOUNTAIN

TO BE REMOVED

EXISTING 1 HOUR

WALLS

EXISTING 1 HOUR WALLS

8" MIN(SEE STRUCTURAL)

7 10

CLOSET

7 10

7 10

A3.1A1.1

A3.1A1.1

STORAGE ROOM

EXISTING RACQUETBALL COURT

BELOW

EXISTING RACQUETBALL COURT

BELOW

STAIR

STAIR

A9.5

C1

A9.5

C4 19'-10 7/8"

EE

SIM

A3.1A1.2

'-6

/8

9'-

0"MECH. ROOM

COMM. ROOM

OBSERVATION DECK

2'- 0"

GYPSUM BOARD RETURN

NEW GLASS WALL

PATCH WALL, FLOOR, AND

CEILING WHERE NEW GLASS

WALL IS INSTALLED. USE

MATCHING MATERIALS

EXISTING 1 HOUR WALLS

EXISTING 1 HOUR WALLS

SEE SD1.2 FOR EXTENT

EXTEND RATED GYP BD TO DECK AND SEAL

SEAL EXIST OPENING

WITH MATCHING

MASONRY

FE

SIM

A3.2A1.2

CLOSET

GENERAL NOTES

1. PATCH FLOOR SLAB WHERE FINISHES ARE REMOVED WITH EPOXY FILLS OR LEVELING COMPOUNDS.

2. WHERE PLANS INDICATE THE REMOVAL OF AN ITEM AND INSTALLATION OF A NEW ITEM, CONTRACTOR SHALL

DEMOLISH AND REPAIR ANY CONSTRUCTION NECESSARY TO COMPLETE THE TASK.

3. WORK SHALL BE ACCOMPLISHED TO ENSURE EXITS ARE OPEN FOR PUBLIC AND EMERGENCY USE.

CONTRACTOR SHALL PROVIDE DUST BARRIERS AND SEAL MECHANICAL RETURNS TO REDUCE CONSTRUCTION

DUST.

4. REMOVE EXISTING FINISHES IN AREAS NOTED. CONTRACTOR SHALL MAKE EVERY EFFORT TO COORDINATE TO

ALLOW SMOOTH TRANSITION FROM EXISTING AREAS.

5. CONTRACTOR SHALL READ AND UNDERSTAND ALL NOTES HEREWITH AND ADHERE CAREFULLY TO THEM

THROUGHOUT PROJECT DURATION.

6. MAKE A SURVEY OF THE JOB SITE BEFORE ANY WORK BEGINS AND VERIFY ALL DIMENSIONS AS SHOWN IN PLANS. NOTIFY IMMEDIATELY OF ANY DISCREPANCIES FROM THESE PLANS WHICH SHALL CHANGE THE INTENDED

DESIGN.

7. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF ALL GOVERNING CODES, RULES, REGULATIONS AND LAWS

HAVING JURISDICTIONS.

8. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

9. DIMENSIONS GIVEN IN FIGURES IN THE PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL

DIMENSIONS WHETHER GIVEN IN FIGURES OR SCALED, SHALL BE VERIFIED IN THE FIELD.

10. DURING AND AT THE COMPLETION OF THE CONTRACTOR'S DAILY WORK, THE CONTRACTOR IS RESPONSIBLE FOR THE CLEANING UP AND REMOVAL OF ALL DEBRIS BEFORE LEAVING THE PROJECT SITE EACH DAY. THE

FOLLOWING ARE STRICTLY PROHIBITED WORK PRACTICES:

A. IMPOSING ANY STRUCTURAL LOAD, TEMPORARY OR PERMANENT ON ANY PART OF THE BUILDINGS

STRUCTURES WITHOUT PRIOR WRITTEN APPROVAL.

B. CUTTING ANY HOLES IN FLOOR SLABS, WALLS OR ROOF WITHOUT PRIOR APPROVAL. BEFORE STARTING ANY

SLAB WORK, CHECK TO DETERMINE IF ANY COMMON UTILITY OR OTHER UTILITY LINES EXIST WITHIN THE SPACE.

C. USE OF ANY HAZARDOUS MATERIALS FOR NEW CONSTRUCTION.

11. PROVIDE ALL INSURANCE, LICENSES, BONDING AND RELEASE OF LIENS REQUIRED BY THE GOVERNMENT.

PROVIDE COPIES OF DOCUMENTATION UPON REQUEST.

12. ALL ELECTRICAL WIRING, CONDUIT AND LIGHTING TO REMAIN UNLESS NOTED OTHERWISE. ALL ELECTRICAL CHANGES SHALL COMPLY WITH CODES. ALL WORK IS TO BE ACCOMPLISHED BY A LICENSED ELECTRICIAN. SEE

ENGINEERING DRAWINGS FOR FURTHER INSTRUCTIONS.

13. CONTRACTOR TO PROTECT EXISTING FLOOR AND WALL FINISHES THAT ARE TO REMAIN FROM DAMAGE

DURING THE CONSTRUCTION PROCESS.

14. ITEMS NOT INDICATED ON THESE DRAWINGS MAY NOT REFLECT THE ENTIRE EXTENT OF DEMOLITION.

COMPLETE DEMOLITION SHALL BE ACCOMPLISHED AS NECESSARY FOR INSTALLATION OF NEW WORK WHETHER

SPECIFICALLY CALLED OUT FOR OR NOT.

15. NO DEMOLITION SHALL BEGIN UNTIL ALL ASBESTOS ABATEMENT IS COMPLETE.

16. ALL ROOFING MATERIAL, ROOF DRAINS & ROOF MOUNTED EQUIPMENT SHALL BE REMOVED COMPLETELY TO EXISTING DECK & PREPARED TO RECEIVE NEW EPDM ROOF. REMOVE EXISTING WOOD NAILER AT COPING CAPS, EXCEPT AT DETAIL 5, SHEET A1.6. SEE A1.5.

17. REMOVE MECHANICAL, ELECTRICAL, PLUMBING & FIRE ALARM SYSTEMS. ONLY LIGHTS AND FIXTURES IN CDC

116 & PARENT ROOM 117 TO REMAIN.

18. REMOVE ALL EXISTING FINISHES IN AREAS AS INDICATED. REMOVE CERAMIC TILE & SETTING BEDS IN EXISTING

LOCKER AND RESTROOMS.

19. SEE STRUCTURAL DRAWINGS FOR COLUMNS WHICH ARE EXISTING TO REMAIN.

20. PATCH, REPAIR AND PREPARE ALL SURFACES AFFECTED BY DEMOLITION TO RECEIVE NEW FINISHES.

21. ALL DOORS DESIGNATED TO BE REMOVED SHALL BE REMOVED TO INCLUDE DOOR PANEL, FRAME &

HARDWARE.

22. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR FURTHER DEMOLITION NOTES REGARDING

BUILDING SYSTEMS.

23. REMOVE ALL EXISTING FIRE EXTINGUISHER CABINETS UNLESS NOTED EFE. PATCH, REPAIR & PREPARE WALL TO RECEIVE NEW FINISH AS PER FINISH SCHEDULE. REMOVE EXIST FE AND STORE FOR REUSE IN COMPLETED

CONSTRUCTION.

24. REMOVE EXISTING SCUPPERS.

25. SEE A3.3 FOR WALL TYPES.

LEGEND

EXISTING TO BE

DEMOLISHED

EXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING FIRE EXTINGUISHER

TO REMAIN

DEMOLITION NOTES:

REMOVE EXISTING CONCRETE SLAB AND BAR JOISTS.

REMOVE EXISTING GUARDRAIL

CUT OPENING FOR WINDOW INSTALLATION - SEE STRUCTURAL

CUT OPENING FOR DOOR INSTALLATION OR CASED OPENING

REMOVE EXISTING WALL

VERIFY PIPE FUNCTION. REMOVE PIPE IF ABANDONED.

REMOVE EXISTING WALL FINISH. PATCH & PREPARE WALLS TO

RECEIVE NEW FINISH. REMOVE FLOOR FINISH AND BASE

REMOVE EXISTING CEILING TILE AND GRID

EXISTING DOOR AND FRAME TO REMAIN

REMOVE CEILING TILE, LEAVE EXISTING GRID

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

REG I STERED ARCH I TECT

AN

ILORACH

CURT DAVIS &

ASSOCIATES, INC.

COLUMBIA, S.C.

B-90009

UTOSFO

ETATS

REG I STERED ARCH I TECTS

AN

ILORACH

L

AD

Y

ST

R E

ET

, S

UI

TE

CO

LU

MB

IA

, S

OU

TH

C

AR

OL

IN

A

PH

ON

E (8

) 7

-6

F A X

(8

) 7

-2 ww w.

cd ac ol um bi a.c om

1 2 3 4 5

D

C

B

A

E th

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

ON

CH

AP

IN

S

TR

EE

T

SH

AW

A

IR

F

OR

CE

B

AS

E, S

OU

TH

C

AR

OL

IN

A

CO

M

M

ER

IC

AL

P

HO

NE

1-

3-

5-

M

ER

CI

AL

F

AX

1-

3-

5-

PL

AN

T

YP

E

EN

GI

NE

ER

PR

OJ

EC

T

NU

M

BE

R

DA

TE

SC

AL

E

AS

N

OT

ED

DR

AF

TS

M

AN

DR

AW

IN

G

NU

M

BE

R

SH

EE

T

OF

VL

SB

0 -

7/ 2/

2:

:4

P

M C

:\P ro je ct s (L oc al

2-

C en tr al

_L or ra in e.

rv t A1 .2

CD

A

PR

OJ

. N O.

:0 9-

DE

M

OL

IT

IO

N

SE

CO

ND

F

LO

OR

PL

AN

S

EC

O

ND

F

LO

OR

P

LA

N

S H

A W

A

IR

F O

R C

E B

A S

E

R E

P A

IR

F

IT

N

E S

S C

E N

TE

R

, B

/0

7/

0%

D

ES

IG

N

FO

R

CO

NS

TR

UC

TI

ON

HM

3/32" = 1'-0"A1.2

1 DEMOLITION-SECOND FLOOR PLAN

3/32" = 1'-0"A1.2

2 RENOVATION-SECOND FLOOR PLAN

2ND FLOOR KEYPLAN

0' 5' 10' 20' 40' 0' 5' 10' 20' 40'

R E

V D

A T

E D

E S

C R

IP

T

IO

N

B Y

A2.1

A3.1A1.1

A3.1A1.1

A9.4D4 D2

D1

'-0

'-5

'-5

'-5

/2

9'- 0"

5'-

1/ 8"

4'- 4"

'-3

5'-

7/

8"

'-4

5'- 4"

5'- 0"

5'- 6"

A4.1

A4.1

A4.1

18'-0"

A3.1A1.1

MECHANICAL

SUPPORT

FITNESS ASSESSMENT

PUSH-UP AND SIT-UP ROOM

SITTING/HOLDING AREA

HAWC CLASSROOM

MULTIPURPOSE

EQUIPMENT STORAGE

CORRIDOR

CORRIDOR

HAWC RECEPTION/ WAITING

HAWC RESOURCE LIBRARY

HAWC SUPPORT

HAWC SUPPORT

HAWC PROGRAM MGR.

125HAWC DIR.

HAWC PROGRAM MGR.

HAWC PROGRAM MGR.

HAWC RELAXATION

HAWC WELLNESS ASSESSMENT

ELECTRICAL CLOSET

MEN'S RESTROOM

WOMEN'S RESTROOM

STAIR

STAIR

CORRIDOR

115B

VESTIBULE

A9.4

C2

C3

A3.4 3 A3.4

A3.4

NEW COLUMN-

SEE STRUCTURAL

NEW COLUMN-SEE

STRUCTURAL

10'-4" 4'-4" 19'-8" 6'-4" 1'-2 5/8" 23'-0 7/8" 31'-10 1/2"

NEW COLUMN-SEE

STRUCTURAL

EXISTING ROOF

HATCH & LADDER TO

REMAIN. INSTALL

NEW PAINT

NEW TRANSFORMER - SEE

ELECTRICAL

141B

144A

141A

115B136B

136A

122A

137 146

102A

W1

10'-4" 10'-4" 20'-0"

TV

13'-6 5/8"

SEE MECHANICAL

121C

121A

MECHANICAL

YARD WITH NEW

CONCRETE SLAB

FE

FE

FE

FE

4A

44A2

4A

A9.3

C3

5'- 0"

2'-2" 9" 7'-10 7/8"

1'-

5/ 8"

'-1

/4

4'-

6" 7'-

8" 7'-

8" 6'-

1/

8" 4'-

7/

8"

'-2

'-8

5'-4 7/8" 11'-8 1/2"

3'- 4"

A3.4

Sim

EXISTING COLUMN

- SEE STRUCTURAL

EXISTING COLUMN

- SEE STRUCTURAL

EXISTING COLUMN

- SEE STRUCTURAL

REFRIGERATOR

WITH ICE MAKER

8'- 4"

W1

W1

FITNESS ASSESSMENT

A9.3

A1

A9.5

C2

A9.5

C1

A3.2A1.3

A3.2A1.3

6A 6A

8" 7'-

8" 5

6A6

6 6

WALL MOUNTED TV

(SEE 3.4 FOR DETAIL)

STORAGE

RACQUETBALL COURT

RACQUETBALL COURT

CORRIDOR

SHELVES

'-1

1/

2"

13'-5 5/8" 14'-0"

12'-1 5/8" 19'-11 1/2" 29'-8 7/8" 5'-3"

A3.4A1.3

17'-1 3/8"

SIT-UP BAR - SEE A2/A3.5

W2

2'-8" 4'-4" 2'-8" 4'-0" 5'-10" 4'-0" 2'-8" 8'-8"

GYP. BD. SOFFIT

A9.1A4

8'-

1/ 2"

A9.1A4

S im

A9.1A4

S im

A9.1A4

S im

A9.1

A4 Sim

A9.1

A4 Sim

A9.1A4

S im

CORRIDOR

CORRIDOR

A3.4

Sim

REPAIR WALL SURFACE

@ HEAD & JAMB

A9.1 A4

S im

GLASS WALL ASSEMBLY AS

APPROVED BY U.S.

RACQUETBALL ASSOCIATION

GLASS WALL ASSEMBLY AS

APPROVED BY U.S.

RACQUETBALL ASSOCIATION

FUR AROUND EXISTING

STRUCTURAL COLUMN.

INSTALL NEW PAINT

8"

RECESS CONCRETE SLAB 3/4" TO RECEIVE

WALK OFF MAT WM-1

EXISTING HANDRAILS TO

REMAIN, TYP.

EXISTING HANDRAILS TO

REMAIN, TYP.

7'-4" 3'-0"

'-1

/4

6" STUDS

4'-2"

ALIGN FACE OF

WING WALL

WITH CORRIDOR

WALL

6A

C1

SLOPE 2%FIRE ALARM ANTENNA

A9.4

A3

N.I.C.

N.I.C.

N.

I.C

N.

I.C

N.

I.C

N.

I.C

N.I.C.

N.

I.C

6 6

1'-7" 10'-8" 1'-7"

2'-2"

WALL MOUNTED FLAT

SCREEN TV - G.F.C.I.

(SEE A3.4 FOR DETAILS)

A3.5

6"

" M

IN

18" MIN.

3'-0"

FURR COLUMN WITH GWB

144B

COMPUTER

COUNTER

18" MIN.

EXISTING 1 HOUR

EXISTING 1 HOUR

RAMP6'-

6"

2'-2" 5'-0"

NEW CONCRETE RAMP

AND PLATFORM

HAWC

RECEPTION

DESK

3 COMPARTMENT

SINK

FURR

AROUND

NEW

COLUMN

NEW COLUMN -

SEE STRUCTURAL

GFCI

THIS WALL TO DECK.

BRACE WALL WITH

KICKERS 4'-0" O.C.

THIS WALL TO DECK.

BRACE WALL WITH

KICKERS 4'-0" O.C.

1 HR.

5'-

/2

4'-

8" 5'-

4"

REPAIR EXIST BUILDING.

REMOVE DAMAGED BRICK

AND REPLACE WITH NEW

BRICK TO MATCH

A3.2A1.2

OUTSIDE

CORNER OF CMU

122B

SIM.

SIM.

NEW COL - SEE

STRUCTURAL

NEW COL - SEE

STRUCTURAL

4'-6" 7'-11" 4'-3"

COL (SEE

STRUCTURAL)

OVERFLOW RDL-

SEE ROOF PLAN

SEAL WALL

PENETRATION AT RDL

CMU INFILL

EXISTING COLUMNS

TO REMAIN (SEE

STRUCTURAL)

NOTE: FIRE SEAL ANY

OPENINGS AND SEAL

AROUND TOP OF WALL TO

EXIST DECK W/FIRE

SEALANT

PROVIDE K FIRE

EXT, LOCATE AT

PULL STATION

E

E

6 6 6

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

REG I STERED ARCH I TECT

AN

ILORACH

CURT DAVIS &

ASSOCIATES, INC.

COLUMBIA, S.C.

B-90009

UTOSFO

ETATS

REG I STERED ARCH I TECTS

AN

ILORACH

L

AD

Y

ST

R E

ET

, S

UI

TE

CO

LU

MB

IA

, S

OU

TH

C

AR

OL

IN

A

PH

ON

E (8

) 7

-6

F A X

(8

) 7

-2 ww w.

cd ac ol um bi a.c om

1 2 3 4 5

D

C

B

A

E th

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

ON

CH

AP

IN

S

TR

EE

T

SH

AW

A

IR

F

OR

CE

B

AS

E, S

OU

TH

C

AR

OL

IN

A

CO

M

M

ER

IC

AL

P

HO

NE

1-

3-

5-

M

ER

CI

AL

F

AX

1-

3-

5-

PL

AN

T

YP

E

EN

GI

NE

ER

PR

OJ

EC

T

NU

M

BE

R

DA

TE

SC

AL

E

AS

N

OT

ED

DR

AF

TS

M

AN

DR

AW

IN

G

NU

M

BE

R

SH

EE

T

OF

VL

SB

0 -

7/ 2/

2:

:4

P

M C

:\P ro je ct s (L oc al

2-

C en tr al

_L or ra in e.

rv t A1 .3

CD

A

PR

OJ

. N O.

:0 9-

EN

LA

RG

ED

F

LO

O

RP

LA

N

PA

RT

"A

S H

A W

A

IR

F O

R C

E B

A S

E

R E

P A

IR

F

IT

N

E S

S C

E N

TE

R

, B

/0

7/

0%

D

ES

IG

N

FO

R

CO

NS

TR

UC

TI

ON

HM

0' 4' 8' 16' 32' 3/16" = 1'-0"A1.1 A1.3

1 PARTIAL FLOOR PLAN "A"

KEYPLAN- PARTIAL FLOOR PLAN A

1 HR. WALL

LEGEND

GENERAL NOTE:

COORDINATE COLUMN SIZE AND LOCATION WITH STRUCTURAL

SEE A3.3 FOR WALL TYPE LEGEND X

R E

V D

A T

E D

E S

C R

IP

T

IO

N

B Y

UP

UPUP

UP

UP

UP

A9.1

D1

A4.1

4'-11 3/8" 5'-2" 5'-0" 5'-2" 1'-4"

9'- 4"

4'-

5/ 8"

'-1

/4

A9.1

C3

21'-7 3/8" 4'-2" +/- 25'-9"

D3

C1

A9.1

A1

AEROBICS ROOM

TROPHY LOBBY

STORAGE

BASKETBALL/ VOLLEYBALL

COURT

LOBBY

WOMEN'S RESTROOM

MEN'S RESTROOM

CORRIDOR

115A

DIRECTOR

FITNESS OIC

FITNESS CENTER STAFF OFFICE

LAUNDRY

JANITOR

20'-5 1/2"

101B

108A

100C 100D

101A

103A

103B

FE

FE

FE

STORAGE

103B

9'-8" 10'-0"

'-4

'-9

3'-

5'-1 0"

6"0"

'-0"

'-0

4A

A9.5

C4

A3.4A1.4

'-2

5'-

0" 5'-6"

5'- 6"

RAISED PLATFORM

'-0

/8

'-6

1'-

2"

'-7

/8

3/

4"

EXPOSED CMU BLOCK

WALL TO BE PAINTED (SEE

FINISH SCHEDULE, A8.1)

WALL MOUNTED FLAT

SCREEN TV - G.F.C.I.

(SEE A3.4 FOR DETAILS)

WALL MOUNTED FLAT

SCREEN TV - G.F.C.I.

(SEE A3.4 FOR DETAILS)

24" D X 84"H X 12" L SHELVING WITH

4 SHELVES AT 21" O.C. (TYPICAL)

GFCI

SHELVES - GFGI

1'-10"±

2'-1" ±

6'-

1/ 4"

SHELVES -

GFGI

5'-0" 12'-2"

A3.4

4'-

1'-

2" 6'-

0"

4'-6" CLEAR MIN.

4'-11" +/-

SIT-UP BAR - SEE 4/A3.5

MOUNT 8" FROM WALL

' - 0

A9.1A4

S im

A9.1A4

S im

A9.1A4

S im

CORRIDOR

115B

RACQUETBALL COURT

PARENT ROOM (NIC.)

CDC (NIC.)

E

8"

WALL MOUNTED TV. GFCI

(SEE A3.4 FOR DETAILS)

HANDRAIL

HANDRAIL

TYP.

6" STUDS

TROPHY CASE

SPRINKLER

RISER

6" X 6"

CONCRETE

CURB

EXISTING WINDOWS TO REMAIN

STAINLESS STEEL

COLUMN COVER AROUND

EXISTING COLUMN TO

MATCH DIAMETER AND

STYLE OF COLUMN AT

PASSAGEWAY; PROVIDE

METAL STUD FROM FLOOR

TO ROOF ASSEMBLY TO

SUPPORT COLUMN COVER

FD

FD

GLASS WALL ASSEMBLY AS

APPROVED BY U.S.

RACQUETBALL ASSOCIATION

A3.1A1.2

20'-4 7/8" 1'-8 1/4"

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

NICHE FOR OWNER

SUPPLIED PA SYSTEM

STAINLESS STEEL COLUMN

COVER TO MATCH

DIAMETER AND STYLE OF

COLUMN AT PASSAGEWAY;

PROVIDE METAL STUD

FROM FLOOR TO ROOF

ASSEMBLY TO SUPPORT

COLUMN COVER

MOTORIZED PROJECTION SCREEN (G.F.C.I.)

103E

103F

EXISTING WASHER AND

DRYER RELOCATED

NEW BLAST RESISTANT GLAZING SET

IN EXISTING FRAMES TO REMAIN

EQ

AP

PR

OX

IM

AT

EL

Y

'-2

EQ

DRYER

EXHAUST DUCT

FD

2'- 0"

EWS

CONCRETE RAMP

EFE

EFE

EFE

sim sim

CONC RAMP

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ETATS

REG I STERED ARCH I TECT

AN

ILORACH

CURT DAVIS &

ASSOCIATES, INC.

COLUMBIA, S.C.

B-90009

UTOSFO

ETATS

REG I STERED ARCH I TECTS

AN

ILORACH

L

AD

Y

ST

R E

ET

, S

UI

TE

CO

LU

MB

IA

, S

OU

TH

C

AR

OL

IN

A

PH

ON

E (8

) 7

-6

F A X

(8

) 7

-2 ww w.

cd ac ol um bi a.c om

1 2 3 4 5

D

C

B

A

E th

C

IV

IL

E

NG

IN

EE

R

SQ

UA

DR

ON

CH

AP

IN

S

TR

EE

T

SH

AW

A

IR

F

OR

CE

B

AS

E, S

OU

TH

C

AR

OL

IN

A

CO

M

M

ER

IC

AL

P

HO

NE

1-

3-

5-

M

ER

CI

AL

F

AX

1-

3-

5-

PL

AN

T

YP

E

EN

GI

NE

ER

PR

OJ

EC

T

NU

M

BE

R

DA

TE

SC

AL

E

AS

N

OT

ED

DR

AF

TS

M

AN

DR

AW

IN

G

NU

M

BE

R

SH

EE

T

OF

VL

SB

0 -

6/

/2

:5 2:

A

M C

:\P ro je ct s (L oc al

2-

C en tr al

_L or ra in e.

rv t A1 .4

CD

A

PR

OJ

. N O.

:0 9-

EN

LA

RG

ED

F

LO

O

RP

LA

N

PA

RT

"B

S H

A W

A

IR

F O

R C

E B

A S

E

R E

P A

IR

F

IT

N

E S

S C

E N

TE

R

, B

/0

7/

0%

D

ES

IG

N

FO

R

CO

NS

TR

UC

TI

ON

HM

3/16" = 1'-0"A1.1 A1.4

1 PARTIAL FLOOR PLAN "B"

0' 10' 20'5'

KEYPLAN- PARTIAL FLOOR PLAN B

R E

V D

A T

E D

E S

C R

IP

T

IO

N

B Y

1/ 2"

1/ 2"

1/

2"

1/ 2"

1/2" / 12"1/2" / 12"

1/2" / 12"

1/2" / 12"

1/2" / 12" 1/2" / 12"

1/ 2"

1/

2"

1/ 2"

1/

2"

A1.7

1/ 2"

7 7 7

7 7 7 7

A1.6A1.5

A1.6A1.5

A1.6A1.5

A1.7A1.5

NEW CANOPY

NEW CANOPY

A1.7A1.5

A1.6A1.5

A1.7A1.5

A1.6A1.5

4 4 4

NOTE: AREA TO BE REROOFED TO

KEEP ROOM BELOW IN OPERATION

ROOF AREA

DIVIDER CURB

WITH 2" EXP. JT.

SADDLE 1/4" PER FT.

(TYP)

4 4

EXISTING BUILDING N.I.C

SADDLE 1/4 "/ 12" (TYP)

FIRE ALARM ANTENNA

- SEE ELECTRICAL

A1.6A1.5

1/ 2"

1/ 2"

SIM

A1.7A1.5

SIM

A1.7A1.5

1/ 2"

1/

2"

NEW

ROOF

DRAIN

NEW

ROOF

DRAIN

SEE HVAC FOR EXHAUST FANS

ADJUST LOCATION IN FIELD TO

MAINTAIN UNOBSTRUCTED

ROOF DRAINAGE

A1.7A1.5

SEE HVAC FOR INTAKE

GUTTER

GUTTER

SADDLE 1/4 "/ 12" (TYP)

ES

ES

ES

ES

ES

ES

ES ES ES

ES ES ES ES

ES ES

7 7 7

7 7 7 7

6 6 6

EXTEND OVERFLOW RDL DOWN IN MECH

ROOM 137 AND THROUGH EXTERIOR

WALL TO DISCHARGE AT 6" AFF;

SEAL WALL PENETRATIONS

NOTE:

INSULATED, CAST IRON OVERFLOW RDL: RUN ABOVE CEILING

AND COORDINATE ROUTE WITH LOCATION OF SOLATUBES,

STRUCTURAL , PLUMBING, FIRE PROTECTION, HVAC, AND

LIGHTING TO DETERMINE EXACT ROUTE IN THE FIELD

(NOT SHOWN ON PLUMBING DRAWINGS)

6" O

VE

RF

LO

W

R

DL

4" OVERFLOW RDL 4" OVERFLOW RDL

1/2" / 12"

ES ES

RELOCATE ROOF DRAIN

TO AVOID CONFLICT

WITH 21"…