DRAWN BY: SARA N. BRIGGS

DATE:

SCALE: NOT TO SCALE

DRAWING TITLE: ANCHOR BOLT PLAN & SECTION

CAD FILE: F:\MULTIVIEW DRAWINGS\ANCHOR BOLT PLAN

4/28/2015 DRAWING NO: S2

SIZE:

B

CENTRAL CAROLINA TECHNICAL COLLEGE

ENGINEERING GRAPHICS TECHNOLOGY

CHECKED BY:

GRADE:

1'-7

1

2

"

24'-0"

48'-0"

24'-0"

1'-7

1

2

"

2" T

YP

.

3/4" ANCHOR BOLTS

(ALL LOCATIONS)

EDGE OF CONCRETE SLAB

2" TYP.2" TYP.

2"T

YP

.

5 1

/2

"5

1

/2

"

24

'-0

"

12

'-0

"1

2'-0

"

EDGE OF CONCRETE SLAB

5 1/2"

1

'

-

4

"

B

L

O

C

K

O

U

T

1

'

-

4

"

B

L

O

C

K

O

U

T

2"

4"

3/4" ANCHOR

BOLTS

NOTE: TOP OF

FOOTING AT

ANCHOR BOLT

SHALL BE 8"

BELOW FINISH

FLOOR

FOUNDATION NOTES:

CONCRETE SHALL BE 3000 PSI IN 28 DAYS

CONCRETE SLAB, APRONS AND DOOR STOOPS SHALL BE REINFORCED WITH 6X6 10/10 WWM

6 MIL POLY VAPOR BARRIER SHALL BE PLACED BETWEEN FLOOR SLAB AND COMPACTED SUB-GRADE

ALL REINFORCEMENT BARS SHALL BE GRADE 60

VERIFY ANCHOR BOLT SIZE AND LOCATIONS WITH BUILDING MANUFACTURER'S DRAWINGS PRIOR TO

CONCRETE PLACEMENT

ANCHOR BOLTS SHALL HAVE A 3" PROJECTION AND EXTEND TO LOWER 1/3 OF FOOTING DEPTH

ANCHOR BOLTS STRENGTH SHALL BE A36 GRADE

6'-0" SQ.

1'-4

"8

"

4"

6 X 6 10/10 WWM

1/2" EXPANSION

JOINT

COLUMN TO BE

RECESSED 6 1/2"

BELOW FINISHED

FLOOR

2'-0" SQ.

VAPOR

BARRIER

(12) - #6

EACH WAY

DETAILS

NOT TO SCALE