REVISION & DATE
COLUMN FOOTING SCHEDULE 7
1
2
A-1
---
3' - 6"
B 2' - 0"
22' - 0"
28' - 6"
1' - 4" B
25' - 0"
B 1' - 4"
8"x 1' - 4" FTG. EL. 96'-6"
25' - 0"
8"x 1' - 4" FTG. EL. 96'-6"
SEE DOCK DETAIL 33' - 10"
B
26' - 0"
DRIP EDGE
-
1' - 4"
18' - 0"
1' - 4"
38' - 6"
3' - 4"
55' - 0"
10' - 10"
73' - 4"
FOUNDATION PLAN 1/8" = 1'-0"
6 A-1
4' - 0"
2"
3/4" D x 8" L ANCHOR BOLT w/ WASHERS
DOCK STAIR DETAIL 1/4" = 1'-0"
11' - 0"
99'-11" 99'-2"
97'-0"
5 A-1
96'-0"
3' - 6"
95'-0" 94'-0"
BUMPER DETAIL 1 1/2" = 1'-0"
1' - 10"
TYPE T RUBBER DOCK BUMPER
8 A-1
96'-0"
93'-0" 92'-6"
1/4" = 1'-0"
3"
10' - 0"
99'-11"
ENLARGED DOCK PLAN
3" x 3"x1/4" STEEL ANGLE w/ WELDED 1/4"x1"x8"
4" SLEEVE/ 3" FROM EDGE
3"
A-1
3 A-1
27' - 0"
3' - 0"
8' - 0"
2
-
3' - 6"
5"
3' - 0"
5' - 6"
5' - 6"
3'-0"x3"x1/4" NOSE GUARD w/ 1/4"x2" ANCHORS
20' - 0"
21' - 6"
2" STEEL GUARD RAIL
WIRE MESH
1' - 1"
3' - 6"
99'-11"
6T@ 11"
7' - 0"
13' - 11"
29' - 4"
3' - 6"
1 A-1
3' - 4"
1' - 2"
THICKENED SLAB DETAILS 3/4" = 1'-0"
---
---
--16' - 0"
119
21' - 5" -
-
1/2" ISO. JOINT
3- #4 REBAR CONT.
6' - 0"
B
2' - 0"
D #4 REBAR @24"OC #4 REBAR @24"OC
16' - 0"
B B
2- #4 REBAR CONT.
5' - 8"
1' - 4" 6' - 4"
11' - 2"
1' - 4"
3' - 6"
8"
B
C
7R@ 6 7/8"
1' - 4"
1' - 0"
5"
4"
EL. 96'-6"
120
A
8"
EL. 95'-6"
1' - 4"
---
1' - 4"
RETAINING WALL SECTION 1/2" = 1'-0"
27' - 6"
14' - 4"
8"
8"
-
A
6' - 8"
1' - 0"
5' - 10" 1' - 4" 4' - 8" 1' - 4"
4"
17' - 10"
EL. 99'-10"
4' - 6"
2 A-1
4 A-1
6' - 2" 2' - 8"
1' - 8" 5' - 11" 1' - 4"
25' - 0"
EL. 95'-6"
25' - 0"
8"
6"
EL. 96'-6" 1' - 4"
#3 REBAR @12"OC #4 REBAR @25"OC #6 REBAR @24"OC
C
C
1' - 0"
4"
#4 REBAR @24"OC
1' - 4" 5" CONC. SLAB
2' - 8"
2- #4 REBAR CONT.
4"
2' - 0"
25' - 0"
4" DRAIN TILE
6" 1/2" ISO. JOINT
78' - 4"
8" 8"
8"
24' - 10"
---
4"
8"
1' - 4"
6' - 4"
15' - 4"
3' - 9"
1' - 4"
C
4"
27' - 6"
1' - 4"
TRENCH DRAIN DETAIL 1 1/2" = 1'-0"
A
---
8' - 7"
2' - 0"
8' - 0"
5 A-1
A
15' - 0"
C
BRICK DESIGNS 653 JONESVILLE RD. COLUMBUS, INDIANA 47201 NORMAN LACH
1' - 0"
1'-0"x 2' - 0" FTG. EL. 96'-6"
---
NL
18' - 0"
TJS
2' - 0"
8"
21' - 6"
JOB NO.
D
1' - 0" 94'-10"
3' - 6"
SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY BUILDING TECHNOLOGY II ARC 341 SECTION 001
8"
3' - 6"
2" GUARD RAIL w/ 4" SPACING
1' - 4" 5' - 10"
A
#4 REBAR CONT.
28' - 1"
SET NO.
40' - 3"
CHECKED BY:
1' - 3" 3' - 4"
DRAWN BY:
3" 3' - 4"
27' - 0"
7/12/2011
10' - 9"
29' - 4"
2' - 0"
8' - 4"
44' - 4"
FIRST FLOOR PLAN - DOOR AND ROOM FINISH SCHEDULES - DOOR DETAILS
26' - 10"
25' - 0"
TYLER SCHEPERS MR. NORM LACH
8"
32' - 0"
IN.
70' - 0"
1/2"x2" STEEL "L" BRACE 95'-6"
4
128' - 2"
4' - 0" 2' - 10"
1' - 1"
3
DATE
GENERAL NOTES: 1. TOP OF CONC. FOUNDATION WALL SHOWN AT 100'-0". 2. DOOR POCKET ELEVATION AT 99'-4". 3. GRADE ELEVATION AT 99'-6". 4. FIRST FLOOR SLAB ELEVATION AT 100'-0", EXCEPT WHERE NOTED. 5. ALL EXTERIOR FOUNDATION WALLS HAVE 2" RIGID INSULATION. 6. 6mm VAPOR BARRIER UNDER CONC. FLOOR SLABS.
SHEET TITLE
REINFORCEMENT 5- #4 REBAR BOTH WAYS 4- #4 REBAR BOTH WAYS 4- #4 REBAR BOTH WAYS 4- #4 REBAR BOTH WAYS
3' - 6"
ELEVATION 96'-6" 96'-6" 96'-6" 92'-6"
21' - 5"
DEPTH 3'-0" 2'-6" 2'-9" 2'-6"
3' - 9"
LENGTH 4'-0"x4'-0" 3'-6x3'-6" 3'-9"x3'-9" 3'-6x3'-6"
10"x 1' - 8" FTG. EL. 96'-6"
TYPE A B C D
118
7 A-1
TRUCK RAMP SECTION 1/4" = 1'-0"
SHEET NO.
A-1 OF 6 SHEET
LOBBY
111
107
---
107
4' - 8"
108
14' - 8"
18' - 4"
3' - 4" 2' - 8"
OFFICE
4' - 4"
UP 21R
OFFICE
CAR.
--
WD
P
GYP
P
CONC
P
10'-0"
104
OFFICE
CAR.
--
WD
P
GYP
P
CONC
P
10'-0"
105
CONFERENCE RM
CAR.
--
WD
P
GYP
P
CONC
P
10'-0"
106
STORAGE RM
CAR.
--
WD
P
GYP
P
CONC
P
10'-0"
107
LOUNGE
WD
S&V
WD
P
BR
--
AC T
--
9'-0"
108
JANITOR'S CLOSET
CONC.
--
V
--
BR
--
CONC
--
10'-0"
109
MEN'S TOILET
CER T
W
--
--
GIWT
--
AC T
--
9'-0"
110
WOMEN'S TOILET
CER T
W
--
--
GIWT
--
AC T
--
9'-0"
111
SHOP AREA
CONC
--
V
--
CONC
P
CONC
--
10'-0"
112
OFFICE
CAR
--
WD
P
CONC
P
CONC
--
10'-0"
113
MECH. RM
CONC
--
V
--
CONC
--
CONC
--
10'-0"
115
TOOL RM
CONC
--
V
--
CONC
P
CONC
--
10'-0"
116
MACH. RM
CONC
--
V
--
CONC
--
CONC
--
10'-0"
201
DEMONSTRATION RM
CAR
--
WD
P
GYP
P
AC T
--
103
OFFICE 11' - 1 3/4"
103
11' - 1 3/4"
14' - 1 3/4"
---
3' - 4"
7' - 8"
11' - 4"
3' - 0"
2' - 4"
3' - 4"
2' - 0"
3' - 4"
4' - 0"
4' - 8"
3' - 4"
5' - 0"
3' - 4"
5' - 4"
DOOR
DOOR FRAME
GENERAL NOTES: 1. 4" CONC. ON GRADE EXCEPT WHERE NOTED. 2. ALL OPENINGS ARE M.O. 3. FINISHED GRADE SLOPES AWAY AT 1/4" PER 1'-0". 4. ALL DOORS ARE HMF EXCEPT STOREFRONT.
7 1_" 8
W
HT.
T
CON.
MATL
FIN.
MATL
FIN.
DET NO.
101
A
2 3'-0"
7'-2"
0'-1 3/4"
HM
GL
--
AL
--
A-4
--
--
102
A
2 3'-0"
7'-2"
0'-1 3/4"
HM
GL
--
ST
P
2/ A-2 J3
L2
--
103
B
3'-0"
7'-2"
0'-1 3/4"
SC
WD
S&V
ST
P
2/ A-2 J3
L1
3/ A-2 T1
104
B
3'-0"
7'-2"
0'-1 3/4"
SC
WD
S&V
ST
P
2/ A-2 J3
L1
3/ A-2 T1
105
B
3'-0"
7'-2"
0'-1 3/4"
SC
WD
S&V
ST
P
2/ A-2 J3
L1
3/ A-2 T1
106
B
3'-0"
7'-2"
0'-1 3/4"
SC
WD
S&V
ST
P
2/ A-2 J3
L1
3/ A-2 T1
107
C
2 3'-0"
7'-2"
0'-1 3/4"
MC
WD
S&V
ST
P
2/ A-2 J4
L3
--
108
D
3'-0"
7'-2"
0'-1 3/4"
SC
WD
S&V
ST
P
2/ A-2 J7
L3
3/ A-2 T2
109
D
3'-0"
7'-2"
0'-1 3/4"
SC
WD
S&V
ST
P
2/ A-2 J
L3
3/ A-2 T3
110
D
3'-0"
7'-2"
0'-1 3/4"
SC
WD
S&V
ST
P
2/ A-2 J
L3
3/ A-2 T3
111
C
2 3'-0"
7'-2"
0'-1 3/4"
HM
MET
P
ST
P
2/ A-2 J6
L4
3/ A-2 T2
112
B
3'-0"
7'-2"
0'-1 3/4"
SC
GL
P
ST
P
2/ A-2 J5
L5
3/ A-2 T4
113
C
2 3'-0"
7'-2"
0'-1 3/4"
HM
MET
P
ST
P
2/ A-2 J5
L5
--
114
C
2 3'-0"
7'-2"
0'-1 3/4"
HM
MET
P
ST
P
2/ A-2 J5
L5
--
115
D
3'-0"
7'-2"
0'-1 3/4"
SC
WD
S&V
ST
P
2/ A-2 J5
L5
--
116
A
3'-0"
7'-2"
0'-1 3/4"
HM
MET
P
ST
P
2/ A-2 J2
L6
--
117
C
3'-0"
7'-2"
0'-1 3/4"
HM
MET
P
ST
P
2/ A-2 J1
--
--
118
C
3'-0"
7'-2"
0'-1 3/4"
HM
MET
P
ST
P
2/ A-2 J1
--
--
119
C
3'-0"
7'-2"
0'-1 3/4"
HM
MET
P
ST
P
2/ A-2 J1
--
--
120
E
8'-0"
9'-4"
0'-1"
HM
MET
--
ST
P
A-4
--
--
3' - 4" 2' - 0"
5 8 _" 8
WD
CAR
1 1 _" 2
3"
5 3_" 8
L5
CMU
L6
BR
SCALE: 1 1/2" = 1'-0"
6'-0" / 3'-4"
0'-8"
2- #3 REBAR IN CMU 1 L 2 1_4 x 3 x 1/8
6'-0"
0'-8"
FILL LINTELS w/ CONC
2- #3 REBAR IN N CC MU
3'-4"
0'-8"
FILL LINTELS w/ CO
3'-4"
0'-8"
1L
1 _ 4
2
J6
T2 WD
2L 2
1" 7 _ 1 " 8
3 4 _" 4
1 _ 4
x 3 x 1/8
CER T
T3 5 3_ " 8
x 3 x 1/8
REMARKS
CONC
J7 2' - 6" 0' - 3"
CAR
T4
3 6_" 4
3 A-2
2' - 2" 0' - 4"
CONC
A
DOOR JAMB DETAILS
0'-1 1/2"
THRESHOLD DETAILS SCALE: 3" = 1'-0"
4 A-2
B
C
DOOR ELEVATIONS SCALE: 1/4" = 1'-0"
0' - 4"
0' - 4"
3 5 _" 4
STEEL "T" ANCHOR 7 1_ " 8
CMU / ST
6'-0"
4' - 9 1/4"
7 1_ " 8
1 _" 2
WD 5 8 _" 8
STEEL "T" ANCHOR
7 1_ " 8
L4
2- 2x6 w/ 1_2" PLYWD SPACER
5 3_ " 8
WOOD STUD ANCHOR
1 3_" 2
ST
0'-1 1/2"
0' - 8"
5 3_" 8
1 11 _ " 4
L3
3'-4"
0' - 8"
2"
3 5 _" 4
7 4 _" 8
WD
2- 2x4 w/ 1_2" PLYWD SPACER
3' - 0"
5 3_" 8
7 1_" 8 5 7_ " 8
L2
BEARING AT EACH END
T1
STEEL WIRE ANCHOR
7 1_ " 8 2" 7 _ 1 " 8
WD
J5
8"
STEEL WIRE ANCHOR
L1
ROUGH OPENING
SECTION
0' - 6"
3 7_ " 4
7 4 _" 8
MATL
3' - 6"
1'
5 7_ " 8
MARK
3' - 7"
7 1_ " 8 4"
LINTEL THRESH. REMARKS
TYPE
NO.
LOOSE LINTEL SCHEDULE
SCALE: 1/8" = 1'-0"
2"
9'-0"
SET NO.
103
6/28/2011
10'-0"
FIRST FLOOR PLAN
2"
2 A-2
P
104
17' - 1 3/4"
3' - 4" 3' - 4"
112
7' - 4"
14' - 8"
OFFICE
BOLT ANCHOR
5 5 _" 8
CONC
104
STEEL WIRE ANCHOR
J4
P
2" GAP FOR RIGID INSUL
SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY BUILDING TECHNOLOGY II ARC 341 SECTION 001
4' - 8" 6' - 8"
14' - 1"
12' - 0"
3' - 0"
25' - 0"
D
11' - 7"
2
J3
101
2x4 STUD @16 OC w/ 1/2" GYP
A-2
1 4 _" 2
GYP
---
---
117
J2
P
-
-
112
1 9_" 4
WD
22' - 0"
8' - 8"
J1
S&V
102
116
1 A-2
WD
REF.
JANITOR CLOSET
C
102
-
17' - 8"
108
46' - 4"
LOBBY
DOOR SCHEDULE
101
109
LOUNGE
3' - 0"
102
77' - 0"
6' - 0"
111
13' - 0"
10'-0"
VESTIBULE 14' - 9 3/4"
11' - 4"
9' - 0" 110
SHOP AREA
115
P
19' - 0"
14' - 8"
25' - 0"
78' - 0"
113
-
115
CONC
NL
B
7' - 4"
---
MACH. RM
P
TJS
109
-
5" CONC SLAB ON GRADE
GYP
4' - 0" 3' - 4"
110
---
105
---
P
5' - 4"
14' - 1 3/4"
26' - 11 3/4"
26' - 8"
25' - 0"
34' - 8"
MEN'S TOILET
25' - 8"
2' - 8"
WD
JOB NO.
105
WOMEN'S TOILET
---
8' - 10"
S&V
CHECKED BY:
106
106
-
1' - 10" 6' - 0"
WD
101
DRAWN BY:
CONFERENCE RM
-
114
VESTIBULE
3' - 4" 3' - 4" 3' - 4" 3' - 4"
11' - 1 3/4"
TOOL RM
16' - 0"
FIN.
NAME
FIRST FLOOR PLAN - DOOR AND ROOM FINISH SCHEDULES - DOOR DETAILS
4' - 8"
113
28' - 4"
MATL
NO.
REMARKS
TYLER SCHEPERS MR. NORM LACH
3' - 4"
STORAGE RM
MECH. RM
119
FIN.
3' - 4" 3' - 4"
A
UP 21R
120
MATL
3' - 4"
5' - 8"
118
114
FIN.
27' - 0"
39' - 11"
CLG DET HT SHT
5' - 4"
11' - 3"
CEILING
MATL
14' - 10"
8' - 0"
1' - 5" 3' - 0" 3' - 0"
29' - 4"
WALLS
FIN.
23' - 4"
5' - 6"
44' - 4"
BASES
MATL
3' - 4"
28' - 0"
FLOOR
25' - 0"
7' - 6"
1' - 0"
32' - 0"
BRICK DESIGNS - SCHEPERS 653 JONESVILLE RD. COLUMBUS, INDIANA 47201 OWNER
ROOM
70' - 0"
IN.
129' - 8"
REVISION & DATE
ROOM FINISH SCHEDULE
4
DATE
3
SHEET TITLE
2
1
SHEET NO. D
E
A-2 OF ___ SHEET
REVISION & DATE
B
#4 REBAR
1" METAL HANGER WIRE
1/2" BEARING PAD
1/2" BEARING PAD 1" RUNNER CHANNEL 7/8" FURRING STRIP @16"OC 5/8" GYP BOARD 1/2" EDGE TRIM
SHEET TITLE
12' - 3"
12' - 0" 4' - 0"
10' - 0"
12' - 0"
12' - 3"
5"
10"
96'-6"
5"
1' - 8"
1' - 8"
OFFICE WALL SECTION 3/4" = 1'-0"
5 A-4
TOILET WALL SECTION 3/4" = 1'-0"
LOUNGE WALL SECTION 3/4" = 1'-0" 4' - 0"
1 A-4
3" - 3 1/2" U.D.
1/4" STEEL PLATE 2- #4 REBAR @1 1/2"OC/ WELDED TO PLATE
JAMB
2" RIGID INSUL.
1" DBL GLAZED GLASS 2" SCREW 1/4" SHIM CAULK 1/2" GYP BOARD BATT. INSUL. 2" RIGID INSUL.
3' - 4"
#6 REBAR - WELDED SPLICE SLEEVE 1/2" BEARING PAD 1/2" ISO. JOINT
7 A-3 SPLICE SLEEVE 1/2" ISO. JOINT
100'-0"
3' - 6"
1/2" BEARING PAD
SILL 1" DBL GLAZED GLASS CAULK 2" SCREW 1x2 3/4" GYP BOARD GUARD 1/4" SHIM 1/2" GYP BOARD 2"x7" TAPERED CONC. BATT. INSUL. 2" RIGID INSUL.
3 A-4
OFFICE WINDOW DETAIL 3" = 1'-0"
2" RIGID INSUL.
TOP OF FOUND. WALL
SPLICE SLEEVE DETAIL 1 1/2" = 1'-0"
6"
7 A-4
SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY BUILDING TECHNOLOGY II ARC 341 SECTION 001
1/2" BEARING PAD
SHEET NO. TOP OF FOOTING 96'-6"
8 A-4
DOUBLE TEE DETAIL 1 1/2" = 1'-0"
6 A-4
1' - 0"
3' - 4" M.O.
3" - 11 1/2" U.D
2" SELF-LEVEL CONC.
4' - 0" M.O.
NL
1/2" BEARING PAD
10"
10"
10"
8 A-3
TOP OF FOOTING
96'-6"
2 A-4
112'-2"
4' - 4"
3' - 6"
2" RIGID INSUL.
TOP OF FOOTING
96'-6"
SECOND FLOOR SLAB 24' - 9"
6"
4"
100'-0"
6mm VAPOR BARRIER 1/2" ISO. JOINT
3' - 6"
3' - 6"
2" RIGID INSUL.
HEADTOP OF FOOTING
4"
6mm VAPOR BARRIER 1/2" ISO. JOINT 2" RIGID INSUL.
6mm VAPOR BARRIER 1/2" ISO. JOINT
4' - 4"
2" RIGID INSUL. BATT. INSUL. 3"x3" STEEL LINTEL 2- 2x4 w/ 1/2" SPACER 1/2" GYP BOARD CAULK 1/4" SHIM 3/4" GYP BOARD GUARD 1x2 2" SCREW
4"
4"
6"
TOP OF FOUND. WALL
4"
100'-0"
6"
TOP OF FOUND. WALL
100'-0"
4"
FIRST FLOOR SLAB
TJS
WEEP HOLES @24"OC FLASHING
#4 REBAR 1/4" STEEL PLATE 2- #4 REBAR @3"OC 2" CONC. SLAB
BRICK DESIGNS - SCHEPERS 653 JONESVILLE RD. COLUMBUS, INDIANA 47201 OWNER
1/2" GYP BOARD 2" RIGID INSUL. FLASHING WEEP HOLES @24"OC
CHECKED BY:
2" RIGID INSUL. 1/2" SHEATHING FLASHING WEEP HOLES @24"OC
4" GLAZED CMU
DRAWN BY:
LADDER COLLAR JOINT @16"OC 2" RIGID INSUL.
TYLER SCHEPERS MR. NORM LACH
3' - 4"
3' - 4"
JOB NO.
17' - 5"
10' - 0"
STAIRWAY AND STOREFRONT DETAILS BUILDING ELEVATION AND SECTION
4' - 8"
8"
1/4" STEEL PLATE
1/2"x10" ANCHOR BOLT
3 A-3
4' - 0"
GRAVEL STOP DETAIL 3" = 1'-0"
1/2" BEARING PAD 1" RUNNER CHANNEL 7/8" FURRING STRIP @16"OC 5/8" GYP BOARD 1/2" EDGE TRIM
2- #4 REBAR @3"OC
10' - 0"
4' - 10" 11' - 10"
12' - 3"
CONT. REGLET FLASHING WEDGE INSERT BOX SHIM RELIEVING ANGLE WEEL HOLES @24" OC SEALANT/ BACKUP ROD LIP BRICK 2" RIGID INSUL. INSUL. 1/2" GYP BOARD FLASHING WEEP HOLES @24"OC
8"
1' - 10"
1" METAL HANGER WIRE
124'-2"
SET NO.
TOP OF HC SLAB 111'-8"
DATE
4"
TOP OF SECOND DBL TEE
111'-8"
FLASHING GRAVEL STOP 1/2"x10" ANCHOR BOLT FELT SCREW @24"OC 3" CONC. w/ 1/4" PER 1' SLOPE PEA GRAVEL FELT
4 A-4
1' - 0"
111'-10"
4"
TOP OF HC SLAB
1' - 0"
3"
4"
TOP OF WFL SLAB
3"
4 A-3
8/5/2011
A
IN.
B
SHOP WALL SECTION 3/4" = 1'-0"
6"
1' - 0"
6"
A-3 OF 6 SHEETS
REVISION & DATE
C
B 14
A-4
A-4
10
13
A-4
A-4
16
17
18
A-4
A-4
A-4
A-4
12
9
A-4 13' - 10"
A-4
6"
DETAIL 5 3" = 1'-0"
13 A-4
DETAIL 2 3" = 1'-0"
3 A-4
STOREFRONT ELEVATION 1/4" = 1'-0"
SHEET TITLE
7"x1/4" THRESHOLD 2"SCREW 3"x1/8" SCREW 1/2" ISO JOINT
FELT PEA-SIZED GRAVEL 9"x1/2" ANCHOR BOLT FLASHING
4"
3"x1/2" BOLT 1/2" BEARING PAD
9 A-4
DETAIL 4 3" = 1'-0"
12 A-4
DETAIL 1 3" = 1'-0"
3/4" CORNER GUARD 10" WIRE ANCHOR
8-5 A-4
FIRST FLOOR SLAB 100'-0"
9T @ 11"= 8' - 3"
7 A-4
10T @ 11"= 9' - 2" 14'-7 1/2" U.D.
OFFICE TO LOUNGE ROOF DETAIL 1 1/2" = 1'-0"
14'-8" M.O. 92'-6"
15 A-4
DETAIL 7 3" = 1'-0"
16 A-4
DETAIL 8 3" = 1'-0"
17 A-4
DETAIL 9 3" = 1'-0"
18 A-4
DETAIL 10 3" = 1'-0"
6 A-4
LOUNGE TO SHOP ROOF DETAIL 1 1/2" = 1'-0"
1
4 A-4
2
3
4
STAIR SECTION 1/4" = 1'-0"
6 A-4
3" PIPE RAIL 1/2" ARM 2 1/4"x1/8" TOGGLE BOLT
4" SLEEVE
7 A-4 SECOND FLOOR SLAB 112'-2"
19 A-4
RAILING DETAIL 1" = 1'-0"
1/2" BEARING PAD 3"x2'-6" NOSING w/ 2" ANCHOR
FIRST FLOOR SLAB 100'-0"
2 A-4
4" SLEEVE
TOP OF FOOTING 96'-6"
BUILDING SECTION 1/8" = 1'-0"
1
2
3
4
6 A-3
1/2" BEARING PAD 12" BOND BEAM 10" BOND BEAM
24' - 2"
8' - 4"
5
1
A-3
A-3
2 A-3 SECOND FLOOR SLAB 112'-2"
10" 3' - 0"
6"
6" 1' - 0" 3' - 0"
STAIR DETAILS 1" = 1'-0"
12' - 6"
PRECAST CONCRETE PANELS
12' - 0"
24' - 8"
13' - 0"
8 A-4
TJS
TYLER SCHEPERS MR. NORM LACH
8-4 A-4
WEDGE INSERT BOX
BRICK DESIGNS - SCHEPERS 653 JONESVILLE RD. COLUMBUS, INDIANA 47201 OWNER
10"
NL
6"x6"x1/2" ST ANGLE 1/2" ISO JOINT 1/4" BEARING PAD
1 A-4
SOUTH ELEVATION 1/8" = 1'-0"
FIRST FLOOR SLAB 100'-0" TOP OF FOOTING 96'-6"
SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY BUILDING TECHNOLOGY II ARC 341 SECTION 001
8-3 A-4
10R @ 6 7/8"= 5' - 10"
12' - 2"
8-2 A-4
11R @ 6 7/8"= 6' - 4"
SECOND FLOOR SLAB 112'-2" 5"
SET NO. JOB NO.
REGLET CANT STOP FLASHING
CHECKED BY:
8-1 A-4
1/2" ISO. JOINT #4 REBAR
DRAWN BY:
10 A-4
8/5/2011
DATE
10"
6"
STAIRWAY AND STOREFRONT DETAILS BUILDING ELEVATION AND SECTION
15
6"
STAIRWAY PLAN 1/4" = 1'-0"
DETAIL 3 3" = 1'-0"
10' - 0"
14 A-4
3' - 0"
A-4
DETAIL 6 3" = 1'-0"
4"
5 A-4
11 A-4
10'-0" M.O.
20' - 8"
4
4' - 3"
3' - 2"
9' - 2"
3' - 4"
9'-11 1/2" U.D.
7' - 3"
3' - 2"
4"
IN.
11
SHEET NO.
A-4 OF 6 SHEETS