99

8

A.1

B

B

C

C

D

D

E

E

7

6

5

A F

8.6

4

0

'

-

0

"

4

0

'

-

0

"

4

0

'

-

0

"

4

0

'

-

0

"

36 x 25

40 x 25

40 x 25

40 x 25

40 x 25

40 x 25

45 x 25

40 x 25

40 x 25

40 x 25

40 x 25

40 x 25

40 x 25

3

6

x

2

5

3

6

x

2

5

3

6

x

2

5

40 x 25

3

6

x

2

5

3

6

x

2

5

3

6

x

2

5

36 x 25

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

3

0

x

2

5

3

0

x

2

5

1

0

x

2

5

3

0

x

2

5

3

0

x

2

5

1

0

x

2

5

1

6

x

2

5

1

0

x

2

5

1

0

x

2

5

1

6

x

2

5

1

0

x

2

5

1

0

x

2

5

3

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

OPEN TO BELOW

OPEN TO BELOW

3

6

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

3

0

x

2

5

1

0

x

2

5

1

0

x

2

5

MATCH LINE

3

6

x

2

5

135' - 4" 28' - 0"

37' - 2" 28' - 6" 28' - 6" 39' - 2"

SEE S3.05 FOR CONTINUATION

40 x 25

40 x 25 40 x 25

16 x 25

16 x 25

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

1

0

x

2

5

3

4

x

2

5

16 x 25

3

0

x

2

5

ELEVATORSHAFT

OPEN TOBELOW

16 x 25

1

0

x

2

5

1

0

x

2

5

3

4

x

2

5

1

0

x

2

5

1

0

x

2

5

24 x 25

12 x 25

1' - 6"

3' - 0"

1

5

'

-

5

"

1

0

'

-

9

1

/

4

"

1

3

'

-

9

3

/

4

"

1

0

x

2

5

1

0

x

2

5

24 x 25

24 x 25

2

'

-

9

" 1' - 3"

1

'

-

8

"

EXISTING STRUCTURETO REMAIN

4

4

x

2

5

11 1/4" THICK CONC. SLAB

24 x 25

3

6

x

2

5

1

'

-

8

"

1

'

-

8

"

1

'

-

8

"

1

'

-

8

"

8 x 25

8 x 25

10 x 25

1

0

x

2

5

2

1

1

/

2

x

2

5

5.6

2

3

'

-

1

0

"

1

6

'

-

2

"

H

S

S

4

X

4

X

1

/

4

H

S

S

4

X

4

X

1

/

4

T

/

S

T

L

.

=

9

7

4

'

-

9

"

T

/

S

T

L

.

=

9

7

4

'

-

9

"

2

'

-

1

"

8' - 11"

8' - 3"

2

2

'

-

1

1

3

/

4

"

1

9

'

-

1

0

3

/

4

"

1' - 3"

10' - 1 5/8"

9

1

/

2

"

1

5

'

-

4

1

/

2

"

12' - 0 1/4"

1' - 6"

1

'

-

1

0

1

/

2

"

2' - 4"1' - 8"

2

5

'

-

7

1

/

4

"

1

5

'

-

5

"

2

S

I

D

E

S

8

"

-

T

Y

P

.

1' - 6"

2

2

'

-

6

7

/

8

"

1' - 4" 25' - 11" 1' - 3"

2

'

-

4

"

.

DN

.

UP

1' - 3"1

'

-

8

"

2

'

-

4

"

1

'

-

8

"

1' - 6"

8

"

2

'

-

4

"

2

'

-

4

"

1' - 6"

1

'

-

9

1

/

2

"

1

'

-

6

"

1

'

-

6

"

P

T

B

1

P

T

B

1

P

T

B

1

P

T

B

1

P

T

B

1

P

T

B

1

P

T

B

2

9

P

T

B

2

9

P

T

B

3

1

P

T

B

3

3

4

P

T

B

E

4

P

T

B

C

4PTG54PTG54PTG54PTG5

P

T

B

5

0

P

T

B

5

0

P

T

B

5

0

P

T

B

2

9

P

T

B

2

9

P

T

B

2

9

P

T

B

5

P

T

B

2

8

P

T

B

2

8

4

P

T

B

A

4

P

T

B

B

P

T

B

2

8

P

T

B

2

8

4

P

T

B

C

P

T

B

2

8

P

T

B

2

8

4

P

T

B

D

P

T

B

1

6

P

T

B

9

P

T

B

9

4

P

T

B

E

P

T

B

9

P

T

B

9

4

P

T

B

F

4

P

T

B

F

P

T

B

2

9

P

T

B

2

9

4

P

T

B

E

P

T

B

1

P

T

B

1

P

T

B

1

4

P

T

B

D

4PTG9 4PTG9 4PTG9 4PTG9

4PTG8 4PTG8 4PTG8

4PTG8 4PTG8

4PTG7 4PTG7 4PTG7 4PTG7

4PTG7

P

T

B

3

1

P

T

B

3

1

4

P

T

B

B

4

P

T

B

B

4

P

T

B

C

4

P

T

B

C

P

T

B

9

P

T

B

9

P

T

B

9

P

T

B

9

P

T

B

9

P

T

B

9

P

T

B

9

P

T

B

9

4

P

T

B

D

P

T

B

3

1

P

T

B

3

1

P

T

B

1

P

T

B

1

P

T

B

1

P

T

B

1

P

T

B

1

P

T

B

1

4PTG64PTG64PTG64PTG6

4

P

T

B

A

4

P

T

B

A

.

UP

4

P

T

B

D

4

P

T

B

B

4

P

T

B

E

4

P

T

B

D

4

P

T

B

E

45 x 25

8

"

8

"

8

"

8"

6 1/2"

10' - 6"

7

'

-

2

"

8' - 7" 8' - 9" 8' - 7"

9

'

-

4

"

9

'

-

4

"

1

0

'

-

8

"

1

0

'

-

8

"

9

'

-

4

"

9

'

-

4

"

1

0

'

-

8

"

HSS6x6x3/16 - TYP.

4"

1

0

'

-

8

"

1

0

'

-

8

"

9

'

-

4

"

9

'

-

4

"

1

0

'

-

8

"

SUN SCREEN 4" 5' - 11 1/4"

2

'

-

1

1

1

/

2

"

9

'

-

4

"

8"

PTB34

PTB35

B5

B4B4

B4

S1TYP. @

END SPAN

3S7.05

@WINDOWS

@COLUMN

1S7.01

3S7.05

@WINDOWS

@COLUMN

1S7.01

5' - 0"

5S7.04

SUN SCREEN 4"

1

0

'

-

8

"

9

'

-

4

"

9

'

-

4

"

1

0

'

-

8

"

5S7.02

5S7.02

OPEN

5S7.02

3S7.05

@WINDOWS

@COLUMN

1S7.01

CURTAIN WALL BY OTHERS

OPENCURTAIN WALL BY OTHERS

P

T

B

6

B6

36 1/2 x 2536 1/2 x 25 36 1/2 x 25

8' - 7" 13' - 2" 6' - 9" 5' - 1" 13' - 2" 10' - 3" 1' - 7" 13' - 2" 11' - 10" 12' - 0" 7"

1' - 6"9' - 2" 12' - 0" 7' - 4" 5' - 8" 12' - 0" 10' - 10"

2' - 2"

12' - 0" 13' - 0" 9' - 8"

2' - 4"

2

'

-

2

"

1

'

-

6

1

/

2

"

2

'

-

2

"

1

'

-

6

1

/

2

"

2

'

-

2

"

1

'

-

6

1

/

2

"

2

'

-

2

"

1

'

-

6

1

/

2

"

7S7.05 TYP. @ SUN

SCREENCONNECTION

5S7.01

5S7.01

5S7.01

PTB63

B7

1' - 6"26' - 0"2' - 0"

1

4

'

-

0

1

/

2

"

1

'

-

0

"

4

'

-

2

1

/

2

"

12" x 12" POST UNDER LANDING(4) #7 VERTICALS, #3 TIES @ 12" O.C.

4PTG8.6

11S7.01

3"

6

"

1

'

-

8

"

1

'

-

8

"

1

'

-

8

"

2

'

-

1

"

PTB38 (OH)PTB38A(OH)

24 x 25

B14

10x

25

4"

VARIES x 25

1

0

'

-

9

3

/

4

"

1

'

-

6

1

/

2

"

3AS7.07

3S7.07

5' - 4"

JOINT4" EXPANSION

40 x 25

1

1

P

T

B

5

0

A

P

T

B

5

0

A

P

T

B

5

0

A

1

9' - 7"

B

1

7

1

1

6"

6

"

1

2S7.07

1

1

2S7.05

8' - 10 1/2" 14' - 0"

2

'

-

6

"

2

'

-

7

"

TYPE B

2

15' - 2" 10"

1

0

'

-

0

"

3

'

-

1

0

"

2

16' - 7"

AD

JAC

E NT

TOBE

AM)

2'-1

"(L

OC

ATE

TYPE B

2

AD

JAC

E NT

TOBE

AM)

2'-1

"(L

OC

ATE

16' - 7"TYPE B

2

15' - 0" 15'

-0"

TYPE A(ROTATE 90)

2

SEE DETAIL 4/S7.07 FOR VERTICAL BEAMSLEEVES FOR SINK DRAINS - TYP. LINE EFROM LINE 1 THROUGH 7

PTB

37

3

9'-1

0"2'

-8"

15'-

0"2'

-8"

3

3

7S7.15

@ COILINGDOOR

3 3

8S7.07

8S7.07

10S8.06

3

FACE MOUNT GLASS HANDRAIL - SEE ARCH. ,SEE SECTION 11/S7.12 FOR END POST DETAIL

3

4

4

STAIR NO. 4 - SEESECTION 6/S6.13

4

1S7.16 4

9"

12" SLAB -SEE 1/S6.12

5'-0

"

15' - 7"

5

5

5

5

5

12'-

0"

TYPE B5

4' - 7 3/4"

4' - 8 1/4"

14' - 2 1/2"

14' - 3 1/8"

5' - 7 1/2"

11' - 7 3/4"

5' - 8 1/4"

11' - 8 1/2"

5

5

12" SLAB OVERHANG5

ALIGN WITH WESTFACE OF BEAM

5' - 9"

S7.0511

O.H.

9S7.04

5

24x

25

5

HSS6x6x3/16 TO BOTTOMOF HORIZONTAL TUBE ATTOP OF WINDOWS

2'-4

"

6

3S7.18

HSS7x4 BELOW

7

2'-7

"11

"

3' - 2"HSS6x4POSTS

4S7.18

7

8

S7.211

@ ACCORDIANDOOR SUPPORT

INDICATES SLAB DESIGNATION . TYPICALSLAB THICKNESS = 5" UNLESS NOTED OTHERWISE -REFERENCE SECTION 3 & 5/S5.01 FOR SLABREINFORCING.

INDICATES 8" THICK CONCRETE SLAB. SEEDESIGNATED SECTIONS FOR REINFORCING DETAILS.

INDICATES 11 1/4" THICK CONCRETE SLAB.SEE DESIGNATED SECTIONS FOR REINFORCINGDETAILS.

INDICATES 12" THICK CONCRETE SLAB.SEE DESIGNATED SECTIONS FOR REINFORCINGDETAILS.

12 X 25 INDICATES CONCRETE BEAM WIDTH BYCONCRETE BEAM DEPTH (SLAB THICKNESS PLUS BEAMDEPTH).

ALL BEAMS AND GIRDERS ARE CENTERED ON COLUMNLINE UNLESS NOTED OTHERWISE ON PLAN WITH ADIMENSION.

FOR STEEL SLEEVES PENETRATING CONCRETE BEAMS,SEE SHEETS S3.14 AND S3.15 AND DETAILS ON SHEETS5.01 FOR ADDITIONAL INFORMATION. THE INSIDEDIAMETER OF STEEL SLEEVES SHALL BE ONE INCHGREATER THAN THE OUTSIDE DIAMETER OF THEPENETRATING PIPE.

SEE SHEET S4.01 FOR CONCRETE COLUMN SIZES ANDREINFORCING.

COORDINATE EDGE OF SLAB DIMS. WITH THEARCHITECTURAL AND MEP DRAWINGS.

EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TOFOOTING SIZES AND LOCATIONS, SHALL BE FIELDVERIFIED.

INDICATES AREAS OF 8000 PSI CONCRETE.

AT CONTRACTOR'S OPTION, THIS AREA CAN BE POUREDUSING 8000 PSI CONCRETE.

REFERENCE SHEETS S3.14 AND S3.15 FOR LOCATIONSOF HORIZONTAL SLEEVES.

S2

12.

SLAB ON GRADE SHALL BE 4" THICK CONCRETE (3500PSI, TYPE I OR II CEMENT), REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC LOCATED 1" BELOWTHE TOP OF THE CONCRETE SURFACE, OVER VAPORRETARDER, OVER A 6" THICK COMPACTED AGGREGATEBASE.

13.

C.J. INDICATES CONTROL OR CONSTRUCTION JOINT.REFERENCE SECTION 1/S6.01 FOR ADDITIONALINFORMATION.

2

14.

DIMENSIONS INDICATED ON PLAN FOR SLABOPENINGS THAT ARE LESS THAN 1'-4" IN WIDTH ARETO THE CENTERLINE OF OPENING. SLAB OPENINGDIMENSIONS ARE AS FOLLOWS:

TYPE A:3'

2

'

1'-1 1/2"

1'-0

" TYPE B:3'

2

'

1'-0"

10"

17. NO COLD JOINTS ALLOWED IN ROUND COLUMNSBETWEEN LEVELS 5 & 6.

CONTRACTOR SHALL COORDINATE LOCATIONS OFALL SLAB OPENINGS. IF ACTUAL SLAB OPENINGSDEVIATE FROM WHAT HAS BEEN INDICATED ONPLANS, THE DESIGN PROFESSIONAL SHALL BENOTIFIED IMMEDIATELY.

18.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

15.

16.

19. FOR DETAIL AT WINDOW WASHING ANCHOR, SEESECTION 10/S7.15. SEE ARCH. DWGS. FOR LOCATION OFWINDOW WASHING ANCHORS.

KEY PLAN

3581 Habersham at NorthlakeTucker, Georgia 30084

(770) 908-9908(770) 908-9919 Fax

www.pecga.com

GENERAL NOTES:

Seal

Revisions

Bohlin Cywinski JacksonArchitecture Planning Interior DesignWilkes Barre Pittsburg Philadelphia Seattle San Francisco

123 South Broad StreetSuite 1370Philadelphia, PA 19109

2009 Bohlin Cywinski Jackson

The G. Wayne CloughUndergraduate Learning Commons

BCJ Project Number

Date

Scale

Georgiaof

InstituteTechnology

Facility Design Group Inc.

Facility Group

2233 Lake Park DriveSmyrna, Georgia 30080

ONEsource

Project Number

S3.06

PARTIAL LEVEL 4FRAMING PLAN -

SOUTH

1/8" = 1'-0"S3.061 PARTIAL LEVEL 4 FRAMING PLAN - SOUTH

FINISHED FLOOR ELEVATION = 975'-8"N

DCB

E0

0

1

2

23

3

3

45

5

67

No. Description DateA PRELIM CCO #4 11-13-09

PRELIM CCO #5 12-11-09CD PROGRESS 12-14-09

ISSUED FOR SHELL PERMIT 12-15-09CCO #4 12-18-09

PRELIMINARY GMP 03-11-10BULLETIN #4 03-19-10FINAL GMP 04-02-10

BULLETIN #6 04-30-10BULLETIN #8 05-25-10

100% CONSTRUCTION DOCUMENTS 06-18-10BULLETIN #10 07-20-10BULLETIN #17 10-26-10

RECORD DRAWINGS 09-16-118