8030_s1v8.pdf

B

B

B

AT PERIMETER OF SLAB (TYP)

•" EXPANSION MATERIAL

18'-0"18'-0"18'-0"

1'-0"

A

C

A

A*

AA

C

D

C

B

1'-0"

3'-1‰"

A

AT PERIMETER OF SLAB (TYP)

•" EXPANSION MATERIAL

234 EX

6" CONCRETE SLAB ON GRADE,

REINFORCED w/#4's @ 18" O.C., E.W., OVER 6-MIL POLYETHYLENE

VAPOR BARRIER & 6"CAPILLARY

WATER BARRIER. F.F. FLOOR ELEV: 104.20

EXISTING BUILDING

D

S2

D

S2

6"

5"

5"

5"

DRAWING NO:

SHEET

DATE

SCALE

D E

S I

G N

E D

D R

A W

N

C H

E C

K E

D

S U

B M I

T T

E D

A P

P R

O V

E D

D A

T E

D P

W F

O R

T

L E

O N

A

D

W O

O

M I

S S

O U

R I

D A

T E

D E

S C

R I

P T I

O N

M A

D E

A P

P R

D

R E

V I

S I

O N

S

L v

O f

D I

R E

C T

O R

A

F

P U

B L I

C

W

R K

S

F O

U N

D A

T I

N

P

A N

C O

O R

D I

N A

T I

O N

D A

T E

D A

T E

D A

T E

S1

„" = 1'

TEMPLATE RIGIDLY SECURED IN POSTION.

OR APPROVED. ANCHOR BOLTS SHALL BE PLACED WITH A

EMBEDMENT IN CONCRETE, UNLESS SPECIFICALLY INDICATED

SPECIFIED. REINFORCING STEEL SHALL NOT BE BENT AFTER

FINAL POSITION WITH CLEARANCES FROM FORMS AS

3. REINFORCING STEEL SHALL BE PLACED AND TIED IN ITS

GFEBS NO:

S H

M U

E L

L

0 ELEVATION BOTTOM OF FOOTING

ON CENTERO.C.

V

S4

LEGEND

DETAIL DESIGNATION & SHEET LOCATED

C

TYP. TYPICAL

FOOTING DETAIL (SHT S2)

FORMED CONCRETE NOT EXPOSED TO GROUND______1•"

FORMED CONCRETE EXPOSED TO GROUND___________2"

CONCRETE EXPOSED TO GROUND__________________3"

2. CONCRETE COVER FOR REINFORCEMENT:

5. ALL FOOTINGS SHALL BE FORMED.

FOOTINGS SHALL BE 2500 PSF.

REQUIRED. MINIMUM SOIL BEARING CAPACITY UNDER

DRAWINGS WILL BE PROVIDED TO THE CONTRACTOR IF

OF THE BUILDING SHOP DRAWINGS, REVISED FOUNDATION

OF FOOTINGS AND FOUNDATION WALLS. AFTER APPROVAL

WITH METAL BLDG MANUFACTURER PRIOR TO CONSTRUCTION

1. ALL FOUNDATION DIMENSIONS SHALL BE COORDINATED

FOUNDATION/CONCRETE NOTES:

PED. PEDESTAL

STEEL SHALL BE APPROVED BY THE CONTRACT INSPECTOR.

4. PRIOR TO PLACEMENT OF CONCRETE, REINFORCING

FOUNDATION PLAN

SCALE: ‰" = 1'0"

E

S2

E

S2

D

S2

EX

TYPICAL

EXISTING FOOTING

EXISTING BLDG ELEV: 104.20

F.F. FLOOR ELEV TO MATCH

S2

F

S2

S2

G

D

S2

I

SHT S2

SEE DETAIL H/

JT (TYP.)

CONSTRUCTION

CONTRACTION/

G

B E

R

S

E N

G

J

A

L E

S

S H

F

N T

R A

L

I S S

U E

A D

D I T I

I L

D I

G

22 OCT 15

C.0004125

DPW 02643 5J

8030.22

3OF

S3

54'-0"

8030_s1v8.dgn Default 6/28/2016 1:25:35 PM