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
