(3) ee JAlall Detail for reinforcement size and spacing Continuous concrete cap

FOOTING B Height of Nall

JAIldth of Footing

3'-4'

22"

5'

30"

6'

34"

Na llHeight b'

" Maximum

3 #4's

r

Horizontal Bars 4*4 at 32" o.c. Width of Footing

y Vertical Reinforcing Steel see schedule for size and spacing. Place steel in center I of Nall.

0

6"

_c

iX

ALTERNATE FOOTING B

ee Wall Detail for reinforcement size and spacing

Block

c Alternate bend into footing

°

FOOTING A C

in CV

-3" Glr. 3 #4's A

Width of Footing

Height of Wall

Width of Footing

3'-4'

15"

3'-4'

24"

5'

24"

5'

29"

6'

26"

6'

32"

Height of Nall

#4's

Depth of Footing

3" Glr

MASONRY FENCE DETAIL a ALTERNATE FOOTING A GENERAL NOTES I. Concrete blocks shall be Grade N units. 2. Use f'c = 2500 psi for concrete footing. 3. Reinforcing steel shall be A615 Grade 40 or 60. 4. Fill all cells containing steel with grout, including bond beam. 5. The all shall be plumb and all block courses shall be level. 6. Reinforcing steel splices shall be a minimum of 24". 1. The first course may be set in fresh concrete for footing. S. No wall or fence shall be allowed within 36" of a fire hydrant and no wall, fence, or foundation shall be allowed within 12" of a water meter. 9. Planning regulates the height, location, and design of the all based on the zone, location on the property, and community design standards. Planning must approve the plans prior to any permit being issued.

12"

ALTERNATE FOOTING G

RE I NFORG I NG STEEL TABLE Height of Wal l

Vertical Steel

5'-0" or less

#4 i 32" o.c.

6'-0" or less

4*4 4 24" o.c.

NOTE: This WO I I is not designed to be used for a retaining wall

BLOCK GARDEN WALL HELP FOR THE HOMEOWNER OJAI BUILDING AND SAFETY

Renee ifferiaux, CBO

Building Official: DATE:

3/22/11 I SHEET 1 OF 1

10/18/16 Date I 8801