1. LEVEL 1
1' - 4"
LEVEL 2
8' - 4"
B.O. Footing
-1' - 4"
T.O. Wall
9' - 0"
T.O. Column
12' - 8"
T.O. Footing
0' - 0"
2' - 6"
2' - 10"
Solid concrete pre-cast capstone w/
existing hooks
3'-8"0'-8"7'-0"1'-4"1'-4"
Pour new square concrete
footing 48" x 48" x 16" deep
8'-4"
12'-8"
2" Soldier Coursing as a
veneer on 8" brick wall. Attach
with VersaBond fortified
thin-set mortar.
4" x 8" x 16" Slump Stone
Color to match existing wall
(f'm = 1900 psi)
1.0
5
#4 Bars Vertical
@ 16" O.C. 8'-8" tall
2'-6"0'-6"
#4 vertical bar extending 30"
above foundation; hook into
48" x 48" square footing
1
2
#4 Bars Horizontal
@ 24" O.C. wrap
vertical bars; See
View 6: T.O. WALL
2
1
2
8'-8"
24"typ.
24" typ.
Finish Grade
0' - 3"
Two mats of five (5)
#4 bars perpendicular;
Set 3" in from footing
exterior
0' - 3"
0' - 3"
Three (3) #4 bars from
continuous 1'-9" x 12" deep
footing extend 24" into
48" x 48" x 16" deep footing
2
2
2
2
0'-3"
0'-3"
2
Corner Bar Detail
LEVEL 1
1' - 4"
LEVEL 2
8' - 4"
B.O. Footing
-1' - 4"
T.O. Wall
9' - 0"
T.O. Column
12' - 8"
T.O. Footing
0' - 0"
2
1.0
2" Overhang
700 lbs.
#4 Reinforcing bars existing
extending 2' minimum from
existing wall
Tooth existing wall for seamless
like new construction
Existing wall
3'-8"0'-8"7'-0"1'-4"1'-4"
2' - 1"
New 8"x4"x16" CMU
Slump Stone Wall
to match existing
4'-8"
0'-8"0'-8"0'-8"0'-8"0'-8"0'-8"
1
2
2
Existing concrete footing
to remain
2
Pour new 1'-9" wide x 12"
deep concrete continuous
footing; add 3 #4 bars
bottom steel 3" above
bottom of footing.
See view 7: T.O. Footing
1'-4"
Two mats of five (5)
#4 bars perpendicular
2
2
Finish Grade
0' - 3"
Cut existing footing and remove;
cut existing rebar at 2'; support
existing bars and pour new footing
as shown; add three (3) #4 bars in new
footing
Protect existing #4 bars in place;
cut at 2'; pour in new footing
2
1'-0"
2' - 0"
Grout wall Solid w/
3000 psi grout
2
2' - 0"
2
2
0'-3"
LEVEL 2
8' - 4"
T.O. Wall
9' - 0"
2" x 4" Pressure Treated
Ledger shoot onto side
wall or provide shoring
underneath
3/4" Plywood form
Vertical bars
See View 6: T.O.
WALL
3000 lb grout
#4 bars @ 12" O.C.
Both ways top and
bottom
1'-4"
0'-8"0'-8"
Set cap w/ existing
vertical hooks
into wet concrete.
5/8" x 4 1/2" embedded
titen HD anchor bolt
(2 total per side spaced
at 16" apart)
2x4 pressure treated
intermediate in
U24 hanger
24" x 24" typical #4 bars
bent, two layers. Bars on
top layer at four (4) corners
point diagonally into center.
Four (4) intermediate bars
on lower layer point into
center.
See View 6: T.O. WALL
2
1
2
1.0
1
2
1.0
#4 Bars Horizontal
@ 24" O.C. wrap
vertical bars
Vertical bars at corners
bend, pointing into
center min. of 24"; set
at higher course than
intermediate bars
Intermediate vertical bars
bend to extend to opposite
side of wall;
set at lower course than
corner bars
New concrete footing
48" x 48" x 16" deep2
1.0
1
2
1.0
Existing 12" wide x
12" deep continuous
footing
#4 Bars Vertical
@ 24" O.C.
#4 Bars from
existing footing
#4 Bars Vertical @ corners
and intermediate 16 O.C.
2' - 0" 2' - 0" 2' - 0" 2' - 0"
1' - 3 1/2"
*All eight (8) vertical
bars that are 16” O.C.
have a 36” dowel
directly to one side that
is hooked into footing.
See view 2 section cut
1
2
Three (3) new
#4 bars
continuous at
bottom
2
2
2' - 0"
0' - 2"
Two mats of five (5)
#4 bars perpendicular;
Set 3" in from footing
exterior
2
2
0'-3"
0' - 3"
NOTES:
Contractor shall coordinate work with
building dept. and public works dept. Call for
pre-construction meeting with public works at
949-470-3058.
The project plans were reviewed for
compliance with the following codes and
standards: 2013 CRC; 2013 CBC; 2013
CPC; 2013 CEC; 2013 CMC; 2013 Building
Energy Efficiency Standards (BEES); & 2013
California Green Building Standards Code
(CG).
All concrete in contact with earth shall be f'c
= 4,500 psi at 28 days with type II/V cement
with a maximum w/c = 0.45
Scale
Set Date
DrawnBy
Project Number
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL
AND UNPUBLISHED WORK OF THE
ARCHITECT AND MAY NOT BE DUPLICATED,
USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF ARCHITECT
SHEET NO.
Asindicated3/11/20163:46:41PM
1.0
Marguerite & Avery
Column
LeoHotelierGroup
MargueriteHIS
Author
3/11/16
716
28682MargueriteParkway,MissionViejo,CA92692
5CheshireCourt,NewportBeach,CA,92660
No. Description Date
1 Building Dept. #1 2/8/16
2 Building Dept. #2 3/9/16
1" = 1'-0"
2
Column Section
4
3D View 1
1/2" = 1'-0"
1
South
1 1/2" = 1'-0"
5
Capstone Connection Callout
1/2" = 1'-0"
6
T.O. Wall
2
1/2" = 1'-0"
7
T.O. Footing
2
2