HomeMy WebLinkAboutPlansX
X
N85°06'50"E
135.11'
N
0
4
°
5
3
'
1
0
"
W
6
2
.
2
3
'
L=79.90'R=35.00
D=1 30°47'37"
L =9 4 .5 0'
R =4 7 0 .2 7
D =1 1 °3 0'4 7 "
N
0
4
°
5
3
'
1
0
"
W
3
4
.
5
7
'
W
M
EL
E
C
EXISTING ONE
STORY
BUILDING
F
.
F
.
=
1
0
0
.
0
0
'
ELEC
CONCRETE BLOCK WALL
TREE
AIR COND.
ELEC
PP
GTE
CO
WM
WV
CL
CB
F.L.
F.F.
T.C.B.
T.C.
LEGEND:
FLOWLINE
FINISHED FLOOR
TOP OF CURBS
TOP OF CATCH BASIN
FH
MB
760.0
T.C.
760.00 T.C.
759.50 F.L.FLOWLINE ELEVATION
SPOT ELEVATION
CONTOUR MAJOR
CONTOUR MINOR
W.M.
I.V.
INV.
BLDG
B.W.
E.G.
T.G.
W.M.
EL-SPOT
A.C.
W.V.
ELEC. B.
ELEC. M.
EDISON
SIGN
FIRE HYDRANT
MAILBOX
WATER METER
CLEANOUT
POWER POLE
TS
FENCE LINE
FLOW LINE
BUILDING LINE
CATCH BASIN
STREET LIGHT
WATER VALVE
TOP OF CURB ELEVATION
ELEVATION DESCRIPTION
BUILDING CORNER
TOP OF GRADE
EDGE OF GUTTERWATER METER
BACK OF SIDEWALK
SPOT ELEVATION
INVERSE ELEVATION
IRRIGATION CONTROL VALVEWATER METER
WATER VALVE
EDGE OF ASPHALT
EDISON ELECTRICAL UTILITY
ELECTRIC BOX
ELECTRIC METER
ELECTRIC PULLBOX
GTE TELEPHONE MANHOLE
TRAFFIC SIGNAL PULLBOX
ENTRANCE GATE
PROPERTY LINE
STRUCTURAL COLUMN
P.A.PLANTING AREA
GAS METER
99
99
99
99
HED
G
E
HEDGE
BUS
H
BUSH
(97.55)
EL-SPOT
(96.94)
EL-SPOT
(95.53)
E.G.
(95.37)
E.G.
(95.10)
E.G.
(94.91)
E.G.
(95.61)
E.G.
(
9
5
.
8
4
)
E.
G
.
(96.37)
E.G.
(96.77)
E.G.
(97.0
5
)
E.G.
(96.86)
E.G.
(97.90)
E.C.
(98.34)
EL-SPOT
(98.10)
EL-SPOT
(97.52)
EL-SPOT
(96.77)
CATCH BASIN
(9
7
.
3
3
)
E.
G
.
(
9
7
.
5
9
)
E
.
G
.
T.C. (97.89)
F.L. (97.14)
(9
8
.
0
9
)
E.
G
.
(98.32)
E.G.
(99.39)
EL-SPOT
(99.72)
E.C.
(99.39)
E.C.
(99.47)
E.C.(99.23)
EL-SPOT
(99.08)
E.C.
(98.95)
E.C.
(98.91)
E.C.(97.69)E.C.
(98.33)
E.C.(97.97
)
E.C.
(98.29)
E.C.
(98.55
)
E.C.
(9
8
.
7
2
)
E
.
C
.
(9
8
.
9
1
)
E.
C
.
(98
.
8
6
)
E.C
.
(
9
9
.
0
9
)
E.C
.
(98.13)
E.C.
(98.56)
E.C.
(98.89)
E.C.
(98.90)
E.C.
(98.68
)
BLDG.
(98.61)
BLDG.
(9
8
.
6
6
)
B
L
D
G
.
(9
8
.
6
9
)
BL
D
G
.
(99.40)
E.C.
(
9
9
.
6
2
)
BL
D
G
.
(99.67)
BLDG.
(99.68)
EL-SPOT (9
9
.
3
2
)
BL
D
G
.
(9
8
.
9
6
)
B
L
D
G
.
(99.
9
2
)
EL-
S
P
O
T
(9
9
.
9
2
)
B
L
D
G
.
(99.9
7
)
BLDG.
(99.94)
BLDG.
(99.6
7
)
EL-SP
O
T
(99.35)
GATE
T.C. (
9
8
.
6
6
)
F.L. (9
8
.
0
4
)
T.
C
.
(
9
8
.
5
2
)
F.L.
(
9
7
.
8
4
)
T.C.
(
9
8
.
1
6
)
F.L.
(
9
7
.
4
2
)
T.C. (97.45)
F.L. (96.80)
T.C
.
(
9
6
.
9
3
)
F.L
.
(
9
6
.
3
2
)
(96.5
0
)
F.L. (9
5
.
7
0
)
T.C. (9
6
.
1
7
)
F.L. (9
8
.
0
4
)
(97.30)
EL-SPOT
(95.24)
EL-SPOT
(96.42)E.C.
(95.16)
EL-SPOT
T.C. (95.81)
F.L. (95.10)
(97.06
)
EL-SPO
T
(98.71)
E.C.
(98.68
)
E.C.
(98.63)
STEP
(9
8
.
6
8
)
E.
C
.
(98.44)
EL-SPOT (96.88)
EL-SPOT
(98.89)
E.C.
(98.94
)
BLDG.
(98.67)
E.C.
(99.8
8
)
STEP
(98.94)
E.C.
(99.25)
EL-SPOT(98.98)
EL-SPOT
(99.17
)
WALL
(99.69)
GATE
(99.69)
GATE
(99.64)
GATE
(99.73
)
EL-S
P
O
T
GARAGE
(99.50
)
EL-SP
O
T
(99.20)
E.C.
(98.94)EL-SPOT
(99.30)
E.C.
(98.77)
E.C.
(9
9
.
8
7
)
BL
D
G
.
(98.6
6
)
E.C.
(98.
7
2
)
E.C.
(98.51)
STEP
(95.66)
E.C.
(96.4
0
)
E.C.
L =3 2 8.4 1'
R =4 4 0 .2 7
D =4 2 °4 4 '1 7 "
S5
1
°
5
8
'
3
8
"
E
101
.
2
1
'
S
0
4
°
5
3
'
1
0
"
E
8
5
.
4
6
'
O
L
D
R
A
N
C
H
R
O
A
D
BL
A
B
O
A
D
R
I
V
E
C O R O N A D O D R I V E
EVIRD ODANOROC
40'40'
80'
30
'
30
'
6
0
'
LC
L
C
LC
NOTHING FD.
ESTABLISHED BY TIES
PER P.W.F.B. 1627-728
NOTHING FD.
ESTABLISHED BY TIES
PER P.W.F.B. 1627-728
FD. S&W LS 8407
PER TIES
PER P.W.F.B. 1527-918
4
0
9
.
6
9
'
DRIV
E
W
A
Y
DRIVEWAY
PP
12" TREE
11.41'
NEW GARAGE
350 SQ.FT
ADDTION TO
EXISTING
24.75'
10.00'
10.00'
AREA TO BE
DEMOED
24 SQ.FT.
NEW 200 AMP PANEL
LOCATION
NEW AC COND.
LOCATION
Scale: NOTED
Drawn: R.J.A
Job: MAESE
Sheet
Of Sheet
REVISIONS BY
A-1
Date: 03-23-2025
RJA
REVISIONS BY
SI
T
E
P
L
A
N
R.J.A
DESIGN
ALL DIMENSIONS AND CONDITIONS ARE
TO BE VERIFIED BY CONTRACTOR & OWNER
BEFORE STARTING CONSTRUCTION.
RESTRICTIVE NOTICE
ARCHITECTURAL DRAWINGS
THE INFORMATION, PLANS, SPECIFICATIONS
AND DESIGNS CONTAINED IN THIS DRAWING
ARE CONFIDENTIAL. THE RECIPIENT
ACKNOWLEDGES THAT THE DRAWINGS
AND ITS CONTENT ARE THE PROPERTY OF
R.J.A DESIGN AND THAT THEY SHALL NOT BE
DISCLOSED TO OTHERS, COPIED,
USED OR REPRODUCED IN WHOLE OR
IN PART, FOR ANY PURPOSE WITHOUT
THE PRIOR CONSENT OF
R.J.A DESIGN.
R.J.A DESIGN
ALL RIGHTS RESERVED
OW
N
E
R
:
M
A
E
S
E
F
A
M
I
L
Y
T
R
U
S
T
70
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
PR
O
J
E
C
T
:
G
A
R
A
G
E
A
D
D
I
T
I
O
N
CU
S
T
O
M
H
O
M
E
S
&
R
E
M
O
D
E
L
S
11
4
4
N
.
E
D
E
N
F
I
E
L
D
A
V
E
CO
V
I
N
A
C
A
9
1
7
2
2
TE
L
:
(
6
2
6
)
7
0
5
-
7
0
1
9
E-
M
A
I
L
:
R
J
A
D
E
S
I
G
N
@
Y
A
H
O
O
.
C
O
M
RO
B
E
R
T
J
.
A
R
E
L
L
A
N
O
X_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
0
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
SITE PLAN
A-2
INDEX SCHEDULE
No.DESCRIPTION
EXISTING FLOOR PLAN
A-1
SCOPE OF WORK:
THE SCOPE OF WORK IS NEW ADDITION TO
GARAGE 350 SQ.FT.
OWNER: MAESE FAMILY TRUST
701 S. OLD RANCH ROAD
ARCADIA CA 91007
PROJECT: GARAGE ADDITION 350 SQ.FT.
EX. HOUSE: 2,529 SQ.FT.
EX. 2 CAR GARAGE: 673 SQ. FT.
DEMO: 22 SQ.FT. OF EX. GARAGE
COVERAGE: 3,530 - 10,240 = 35%
F.A.R.: 3,180 - 10,240 = 31%
LOT SIZE: 10,240 SQ. FT.
ZONE: R-1
TYPE OF CONST.: V-B
AN: 5777-029-019
NUMBER OF STORIES: 1
OCCUPANCY: HOUSE R-3 GROUP
GARAGE U GROUP
FIRE SPRINKLERS: NONE
NUMBER OF STORIES: 1
SITE DATA, NOTES
2023 California Residential Code (CRC)
2023 California Mechanical Code (CMC)
2023 California Plumbing Code (CPC)
2023 California Electrical Code (CEC)
2022 California Energy Code
2022 California Green Building
Standards Code (CGBS)
2023 Los Angeles County Fire Code
2023 Los Angeles County Building Codes
2023 Los Angeles Building Codes
BUILDING CODES
PROJECT CONSULTANTS:
DESIGNER: RJA DESIGN
1144 N. EDENFIELD AVE
COVINA CAL 91722
(626) 339-4655
ENGINEER: CALCIVIC
ENGINEERING INC.
CONSULTING
2160 PARNELL WAY
ALTADENA CA 91001
(626) 798-2828
A-3 EXISTING ELEVATIONS
A-4 EXISTING ROOF PLAN
NEW FLOOR PLAN
A-6 NEW ELEVATIONS
A-5
A-7 NEW ROOF PLAN
SITE SURVEY - CALCIVIC ENGINEERING1
97.23'
5.09'
5.03'
12.35'
19.00'
20.00'
AREA TO BE
LANDSCAPED TO
MATCH PARKWAY
X
X
N85°06'50"E
135.11'
N
0
4
°
5
3
'
1
0
"
W
6
2
.
2
3
'
L=79.90'R=35.00
D=1 30°47'37"
L =9 4 .5 0 '
R =4 7 0 .2 7
D =1 1 °3 0 '4 7 "
N
0
4
°
5
3
'
1
0
"
W
3
4
.
5
7
'
W
M
EL
E
C
EXISTING ONE
STORY
BUILDING
F
.
F
.
=
1
0
0
.
0
0
'
ELEC
BENCH MARK
THE FINISHED FLOOR ELEVATION WAS USED AS BENCH MARK FOR
THIS SURVEY.
ASSUMED ELEVATION=100.00'
SURVEYOR'S STATEMENT:
CONCRETE BLOCK WALL
TREE
AIR COND.
ELEC
PP
GTE
CO
WM
WV
CL
CB
F.L.
F.F.
T.C.B.
T.C.
LEGEND:
FLOWLINE
FINISHED FLOOR
TOP OF CURBS
TOP OF CATCH BASIN
FH
MB
760.0
T.C.
760.00 T.C.
759.50 F.L.FLOWLINE ELEVATION
SPOT ELEVATION
CONTOUR MAJOR
CONTOUR MINOR
W.M.
I.V.
INV.
BLDG
B.W.
E.G.
T.G.
W.M.
EL-SPOT
A.C.
W.V.
ELEC. B.
ELEC. M.
EDISON
SIGN
FIRE HYDRANT
MAILBOX
WATER METER
CLEANOUT
POWER POLE
TS
FENCE LINE
FLOW LINE
BUILDING LINE
CATCH BASIN
STREET LIGHT
WATER VALVE
TOP OF CURB ELEVATION
ELEVATION DESCRIPTION
BUILDING CORNER
TOP OF GRADE
EDGE OF GUTTERWATER METER
BACK OF SIDEWALK
SPOT ELEVATION
INVERSE ELEVATION
IRRIGATION CONTROL VALVEWATER METER
WATER VALVE
EDGE OF ASPHALT
EDISON ELECTRICAL UTILITY
ELECTRIC BOX
ELECTRIC METER
ELECTRIC PULLBOX
GTE TELEPHONE MANHOLE
TRAFFIC SIGNAL PULLBOX
ENTRANCE GATE
PROPERTY LINE
STRUCTURAL COLUMN
P.A.PLANTING AREA
GAS METER
LEGAL DESCRIPTION
LOT 24 TRACT NO. 12104 M.B. 226-39
ASSESSOR PARCEL NUMBER
577-029-019
I HEREBY STATE THAT I AM A PROFESSIONAL LAND SURVEYOR OF THE STATE
OF CALIFORNIA, THIS SURVEY MAP, CONSISTING OF ONE SHEET REPRESENTED
A SURVEY MADE UNDER MY SUPERVISION. THE BOUNDARY LINES SHOWN
HEREON WERE FOR INFORMATION ONLY. A BOUNDARY SURVEY WILL BE
REQUIRED TO ESTABLISH THE ACTUAL LOCATION OF THE LAND BOUNDARIES
OR PROPERTY LINES.
THIS SURVEY DOES NOT INCLUDE EASEMENTS OF RECORD OR OTHERWISE,
UNDERGROUND PUBLIC UTILITIES, OR OTHER SUBSTRUCTURES, OR ZONE
RESTRICTIONS, SETBACK OR STREET WIDENING DATA IF APPLICABLE.
HED
G
E
HEDGE
BUS
H
BUSH
(97.55)
EL-SPOT
(96.94)
EL-SPOT
(95.53)
E.G.
(95.37)
E.G.
(95.10)
E.G.
(94.91)
E.G.
(95.61)
E.G.
(
9
5
.
8
4
)
E.
G
.
(96.37)
E.G.
(96.77)
E.G.
(97.
0
5
)
E.G.
(96.86)
E.G.
(97.90)
E.C.
(98.34)
EL-SPOT
(98.10)
EL-SPOT
(97.52)
EL-SPOT
(96.77)
CATCH BASIN
(9
7
.
3
3
)
E.
G
.
(
9
7
.
5
9
)
E
.
G
.
T.C. (97.89)
F.L. (97.14)
(9
8
.
0
9
)
E.
G
.
(98.32)
E.G.
(99.39)
EL-SPOT
(99.72)
E.C.
(99.39)
E.C.
(99.47)
E.C.(99.23)
EL-SPOT
(99.08)
E.C.
(98.95)
E.C.
(98.91)
E.C.(97.69)E.C.
(98.33)
E.C.(97.97
)
E.C.
(98.29)
E.C.
(98.55
)
E.C.
(9
8
.
7
2
)
E
.
C
.
(9
8
.
9
1
)
E.
C
.
(98
.
8
6
)
E.C
.
(
9
9
.
0
9
)
E.C
.
(98.13)
E.C.
(98.56)
E.C.
(98.89)
E.C.
(98.90)
E.C.
(98.68
)
BLDG.
(98.61)
BLDG.
(9
8
.
6
6
)
B
L
D
G
.
(9
8
.
6
9
)
BL
D
G
.
(99.40)
E.C.
(
9
9
.
6
2
)
BL
D
G
.
(99.67)
BLDG.
(99.68)
EL-SPOT (99
.
3
2
)
BL
D
G
.
(9
8
.
9
6
)
B
L
D
G
.
(99.
9
2
)
EL-
S
P
O
T
(9
9
.
9
2
)
B
L
D
G
.
(99.9
7
)
BLDG.
(99.94)
BLDG.
(99.6
7
)
EL-SP
O
T(99.63)EL-
S
P
O
T
(99.6
5
)
EL-S
P
O
T
(99.35)
GATE
T.C. (
9
8
.
6
6
)
F.L. (9
8
.
0
4
)
T.
C
.
(
9
8
.
5
2
)
F.L.
(
9
7
.
8
4
)
T.C.
(
9
8
.
1
6
)
F.L.
(
9
7
.
4
2
)
T.C. (97.45)
F.L. (96.80)
T.C
.
(
9
6
.
9
3
)
F.L
.
(
9
6
.
3
2
)
(96.5
0
)
F.L. (9
5
.
7
0
)
T.C. (9
6
.
1
7
)
F.L. (9
8
.
0
4
)
(97.30)
EL-SPOT
(95.24)
EL-SPOT
(96.42
)E.C.
(95.16)
EL-SPOT
T.C. (95.81)
F.L. (95.10)
(97.06
)
EL-SPO
T
(98.71)
E.C.
(98.68
)
E.C.
(98.63)
STEP
(9
8
.
6
8
)
E.
C
.
(98.44)
EL-SPOT (96.88)
EL-SPOT
(98.89)
E.C.
(98.94
)
BLDG.
(98.67)
E.C.
(99.8
8
)
STEP
(98.94)
E.C.
(99.25)
EL-SPOT(98.98)
EL-SPOT
(99.17
)
WALL
(99.69)
GATE
(99.69)
GATE
(99.64)
GATE
(99.73
)
EL-S
P
O
T
SHED SHEDSHED
SHED SHED
SHED
GARAGE
(99.50
)
EL-SP
O
T
(99.20)
E.C.
(98.94)EL-SPOT
(99.30)
E.C.
(98.77)
E.C.
(9
9
.
8
7
)
BL
D
G
.
(98.6
6
)
E.C.
(98.
7
2
)
E.C.
(98.51)
STEP
(95.66)
E.C.
(96.4
0
)
E.C.
L =3 2 8 .4 1'
R =4 4 0 .2 7
D =4 2 °4 4'1 7 "
S5
1
°
5
8
'
3
8
"
E
101
.
2
1
'
S
0
4
°
5
3
'
1
0
"
E
8
5
.
4
6
'
O
L
D
R
A
N
C
H
R
O
A
D
BL
A
B
O
A
D
R
I
V
E
C O R O N A D O D R I V E
EVIRD ODANOROC
40'40'
80'
30
'
30
'
6
0
'
LC
L
C
LC
NOTHING FD.
ESTABLISHED BY TIES
PER P.W.F.B. 1627-728
NOTHING FD.
ESTABLISHED BY TIES
PER P.W.F.B. 1627-728
FD. S&W LS 8407
PER TIES
PER P.W.F.B. 1527-918
4
0
9
.
6
9
'
DRIV
E
W
A
Y
DRIVEWAY
PP
12" TREE
EX. FRONT ELEVATION
SCALE 1/4" = 1'-0"
EX. RIGHT SIDE ELEVATION
SCALE 1/4" = 1'-0"
EX. REAR ELEVATION
SCALE 1/4" = 1'-0"
EX. LEFT SIDE ELEVATION
SCALE 1/4" = 1'-0"
Scale: 1/4"= 1'-0"
Drawn: R.J.A
Job: MAESE
Sheet
Of Sheet
REVISIONS BY
A-3
Date: 03-23-2025
RJA
REVISIONS BY
EX
.
E
L
E
V
A
T
I
O
N
S
R.J.A
DESIGN
ALL DIMENSIONS AND CONDITIONS ARE
TO BE VERIFIED BY CONTRACTOR & OWNER
BEFORE STARTING CONSTRUCTION.
RESTRICTIVE NOTICE
ARCHITECTURAL DRAWINGS
THE INFORMATION, PLANS, SPECIFICATIONS
AND DESIGNS CONTAINED IN THIS DRAWING
ARE CONFIDENTIAL. THE RECIPIENT
ACKNOWLEDGES THAT THE DRAWINGS
AND ITS CONTENT ARE THE PROPERTY OF
R.J.A DESIGN AND THAT THEY SHALL NOT BE
DISCLOSED TO OTHERS, COPIED,
USED OR REPRODUCED IN WHOLE OR
IN PART, FOR ANY PURPOSE WITHOUT
THE PRIOR CONSENT OF
R.J.A DESIGN.
R.J.A DESIGN
ALL RIGHTS RESERVED
OW
N
E
R
:
M
A
E
S
E
F
A
M
I
L
Y
T
R
U
S
T
70
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
PR
O
J
E
C
T
:
G
A
R
A
G
E
A
D
D
I
T
I
O
N
CU
S
T
O
M
H
O
M
E
S
&
R
E
M
O
D
E
L
S
11
4
4
N
.
E
D
E
N
F
I
E
L
D
A
V
E
CO
V
I
N
A
C
A
9
1
7
2
2
TE
L
:
(
6
2
6
)
7
0
5
-
7
0
1
9
E-
M
A
I
L
:
R
J
A
D
E
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N
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.
C
O
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B
E
R
T
J
.
A
R
E
L
L
A
N
O
X_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
0
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
8'
-
3
"
16
'
-
6
"
EX. WOOD WINDOWS SINGLE GLAZED
EXTERIOR FINISHES LEGEND:
3
2
4
EX. STUCCOED EAVES
1 EX. CONCRETE TILE ROOF
EX. STUCCO
1 432
421
431
421421
Scale: 1/4"= 1'-0"
Drawn: R.J.A
Job: MAESE
Sheet
Of Sheet
REVISIONS BY
A-4
Date: 03-23-2025
RJA
REVISIONS BY
EX
.
F
L
O
O
R
P
L
A
N
R.J.A
DESIGN
ALL DIMENSIONS AND CONDITIONS ARE
TO BE VERIFIED BY CONTRACTOR & OWNER
BEFORE STARTING CONSTRUCTION.
RESTRICTIVE NOTICE
ARCHITECTURAL DRAWINGS
THE INFORMATION, PLANS, SPECIFICATIONS
AND DESIGNS CONTAINED IN THIS DRAWING
ARE CONFIDENTIAL. THE RECIPIENT
ACKNOWLEDGES THAT THE DRAWINGS
AND ITS CONTENT ARE THE PROPERTY OF
R.J.A DESIGN AND THAT THEY SHALL NOT BE
DISCLOSED TO OTHERS, COPIED,
USED OR REPRODUCED IN WHOLE OR
IN PART, FOR ANY PURPOSE WITHOUT
THE PRIOR CONSENT OF
R.J.A DESIGN.
R.J.A DESIGN
ALL RIGHTS RESERVED
OW
N
E
R
:
M
A
E
S
E
F
A
M
I
L
Y
T
R
U
S
T
70
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
PR
O
J
E
C
T
:
G
A
R
A
G
E
A
D
D
I
T
I
O
N
EX. ROOF PLAN
SCALE 1/4" = 1'-0"
CU
S
T
O
M
H
O
M
E
S
&
R
E
M
O
D
E
L
S
11
4
4
N
.
E
D
E
N
F
I
E
L
D
A
V
E
CO
V
I
N
A
C
A
9
1
7
2
2
TE
L
:
(
6
2
6
)
7
0
5
-
7
0
1
9
E-
M
A
I
L
:
R
J
A
D
E
S
I
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N
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A
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C
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B
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T
J
.
A
R
E
L
L
A
N
O
X_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
0
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
4;12 ROOF PITCH
EX. FRONT ELEVATION
SCALE 1/4" = 1'-0"
NEW RIGHT SIDE ELEVATION
SCALE 1/4" = 1'-0"
NEW REAR ELEVATION
SCALE 1/4" = 1'-0"
NEW LEFT SIDE ELEVATION
SCALE 1/4" = 1'-0"
Scale: 1/4"= 1'-0"
Drawn: R.J.A
Job: MAESE
Sheet
Of Sheet
REVISIONS BY
A-6
Date: 03-23-2025
5-5-2025 RJA
REVISIONS BY
EX
.
E
L
E
V
A
T
I
O
N
S
R.J.A
DESIGN
ALL DIMENSIONS AND CONDITIONS ARE
TO BE VERIFIED BY CONTRACTOR & OWNER
BEFORE STARTING CONSTRUCTION.
RESTRICTIVE NOTICE
ARCHITECTURAL DRAWINGS
THE INFORMATION, PLANS, SPECIFICATIONS
AND DESIGNS CONTAINED IN THIS DRAWING
ARE CONFIDENTIAL. THE RECIPIENT
ACKNOWLEDGES THAT THE DRAWINGS
AND ITS CONTENT ARE THE PROPERTY OF
R.J.A DESIGN AND THAT THEY SHALL NOT BE
DISCLOSED TO OTHERS, COPIED,
USED OR REPRODUCED IN WHOLE OR
IN PART, FOR ANY PURPOSE WITHOUT
THE PRIOR CONSENT OF
R.J.A DESIGN.
R.J.A DESIGN
ALL RIGHTS RESERVED
OW
N
E
R
:
M
A
E
S
E
F
A
M
I
L
Y
T
R
U
S
T
70
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
PR
O
J
E
C
T
:
G
A
R
A
G
E
A
D
D
I
T
I
O
N
CU
S
T
O
M
H
O
M
E
S
&
R
E
M
O
D
E
L
S
11
4
4
N
.
E
D
E
N
F
I
E
L
D
A
V
E
CO
V
I
N
A
C
A
9
1
7
2
2
TE
L
:
(
6
2
6
)
7
0
5
-
7
0
1
9
E-
M
A
I
L
:
R
J
A
D
E
S
I
G
N
@
Y
A
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.
C
O
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RO
B
E
R
T
J
.
A
R
E
L
L
A
N
O
X_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
0
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
16
'
-
6
"
13
'
-
3
"
8'
-
3
"
EX. WOOD WINDOWS SINGLE GLAZED
EXTERIOR FINISHES LEGEND:
3
2
4
STUCCOED EAVES TO MATCH EXISTING
1 CONCRETE TILE ROOF TO MATCH EXISTING
STUCCO TO MATCH EXISTING
1 43
4 31
11 3
8'
-
3
"
13
'
-
3
"
4
Scale: 1/4"= 1'-0"
Drawn: R.J.A
Job: MAESE
Sheet
Of Sheet
REVISIONS BY
A-7
Date: 03-23-2025
RJA
REVISIONS BY
NE
W
R
O
O
F
P
L
A
N
R.J.A
DESIGN
ALL DIMENSIONS AND CONDITIONS ARE
TO BE VERIFIED BY CONTRACTOR & OWNER
BEFORE STARTING CONSTRUCTION.
RESTRICTIVE NOTICE
ARCHITECTURAL DRAWINGS
THE INFORMATION, PLANS, SPECIFICATIONS
AND DESIGNS CONTAINED IN THIS DRAWING
ARE CONFIDENTIAL. THE RECIPIENT
ACKNOWLEDGES THAT THE DRAWINGS
AND ITS CONTENT ARE THE PROPERTY OF
R.J.A DESIGN AND THAT THEY SHALL NOT BE
DISCLOSED TO OTHERS, COPIED,
USED OR REPRODUCED IN WHOLE OR
IN PART, FOR ANY PURPOSE WITHOUT
THE PRIOR CONSENT OF
R.J.A DESIGN.
R.J.A DESIGN
ALL RIGHTS RESERVED
OW
N
E
R
:
M
A
E
S
E
F
A
M
I
L
Y
T
R
U
S
T
70
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
PR
O
J
E
C
T
:
G
A
R
A
G
E
A
D
D
I
T
I
O
N
NEW ROOF PLAN
SCALE 1/4" = 1'-0"
CU
S
T
O
M
H
O
M
E
S
&
R
E
M
O
D
E
L
S
11
4
4
N
.
E
D
E
N
F
I
E
L
D
A
V
E
CO
V
I
N
A
C
A
9
1
7
2
2
TE
L
:
(
6
2
6
)
7
0
5
-
7
0
1
9
E-
M
A
I
L
:
R
J
A
D
E
S
I
G
N
@
Y
A
H
O
O
.
C
O
M
RO
B
E
R
T
J
.
A
R
E
L
L
A
N
O
X_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
0
1
S
.
O
L
D
R
A
N
C
H
R
O
A
D
AR
C
A
D
I
A
C
A
9
1
0
0
7
4;12 ROOF PITCH