HomeMy WebLinkAboutPlansN 89°06'00" E 99.99'
N 2
9
°
2
4
'
1
3
"
E
19
3
.
5
8
'
N
0
0
°
5
4
'
0
0
"
W
17
0
.
0
0
'
N 70°4
0
'
4
8
"
E
206.58
'
Δ
=
8
5
°
5
6
'
3
7
"
C
A
R
M
E
L
I
T
A
CL
(654.36)
(653.27)
(649.28)
(649.69)
(649.26)
(649.47)
(649.52)
(650.28)
(649.51)
(650.53)
(650.59)
(649.79)
(650.31)
(649.53)
(649.51)
(650.19)
(650.19)
(651.24)
(651.31)
(651.97)
(650.67)
(650.83)
(650.93)
(653.69)
(654.20)
(654.66)
(654.55)
(654.37)
(654.92)(655.15)
(653.28)
(653.21)
(653.16)
(652.78)
(649.29)
(650.75)
(651.86)
(651.26)
(650.94)
(651.43)
(651.26)
(651.30)
(653.99)
(653.92)
(653.71)
(654.27)
(653.35)
(653.33)
(653.30)
(653.19)
(653.21)(652.70)
(652.52)
(652.06)
(652.12)
(652.68)
(653.16)
(653.31)(653.24)
(653.31)
(653.30)
(653.30)
(653.27)
(653.30)
(653.23)
(653.00)
(650.19)
(650.46)
(653.30)
(653.19)
(653.16)
(653.14)
(653.21)
(653.30)
(653.32)
(653.31)
(6
4
9
.
2
6
)
(648.92)
(649.83)
(651.14)
(651.16)
(651.08)
(651.34)
(651.04)
(650.92)
(650.94)
(649.60)
(650.12)
(650.13)
(650.02)
(649.87)
(649.91)
(649.73)
(649.52)
(649.46)
(649.07)
(649.91)
(650.31)
(650.53)(650.51)(649.72)
(651.35)
(651.82)
(654.09)
(651.38)
(651.19)
(651.28)(651.57)(654.06)
(651.42)
(651.13)
(651.33)
(653.14)
(652.65)
(654.14)
(651.37)
(652.39)
(652.34)
(651.22)(651.18)
(650.58)
(650.26)
(650.02)
(650.63)
(651.88)(651.02)
(650.95)
(650.64)
(650.76)
(650.21)(649.59)(649.83)
(650.17)
(650.37)
(650.27)
(650.95)
(651.10)
(650.47)
(650.61)
(651.25)
(651.90)
(651.28)
G/M
W/
M
W/
M
POOL
PATIO
PATIO
20"Ø
15"Ø
16"Ø8"Ø
12"Ø12"Ø
28"Ø
12"Ø
12"Ø
4"Ø6"Ø
14"Ø
28"Ø
36"Ø
12"Ø
8"Ø
12"Ø
6"Ø
6"Ø
6"Ø
6"Ø
6"Ø
15"Ø
4"Ø
3"Ø
5"Ø
25"Ø OAK
10"Ø OAK
EX. STRUCTURE
EX. STRUCTURE
EX. STRUCTURE
FF
FF
FF
FF
DWAY
SMH
4'H RW
4'H WF
6'H WF
IF
IF
6'H CF
6'H CF
6'H WF
6'H CBW
IF
IF
IF
WF
LANDSCAPE
LANDSCAPE
TC(651.79)
FL(651.15)
TC(651.24)
FL(650.54)
TC(650.91)
FL(650.23)
TC(650.69)
FL(650.04)
P
L
A
C
E
L
=
7
5
.
0
0
'
R=
5
0
.
0
0
'
8'-
8
"
1
2
'
-
8
"
CONC.
CONC.
(E)TREE 1:
CAMPHOR TREE,
36" IN DIAMETER
(MEASURED AT BREAST
HEIGHT OF 4.5').
(E)TREE 2:
PITCH PINE TREE,
12" IN DIAMETER
(MEASURED AT BREAST
HEIGHT OF 4.5').
(E)TREE 3 -NO LONGER:
CAMPHOR TREE,
12" IN DIAMETER
(MEASURED AT BREAST
HEIGHT OF 4.5').
ON SAME DWG. FOR DESCRIPTION
XX KEY NOTE, REFER TO LISTING
DRAWING WHERE ELEVATION IS DRAWN
INTERIOR OR EXTERIOR ELEVATIONX
XX.X
X
XX.X
REVISION CALLOUT
AC.T. -ACOUSTICTILE
AFF -ABOVE FINISH FLOOR
BLDG -BUILDING
BLK -BLOCK
BMT -BOTTOM
C.B. -CATCHBASIN
CEM -CEMENT
CER.T. -CERAMIC TILE
C.J. -CONTROL JOINT
CLR. -CLEAR
CLG -CEILING
CONC. -CONCRETE
CONSTR. -CONSTRUCTION
CONT. -CONTINUOUS
CONTR. -CONTRACTOR
CTR. -CENTER
DET. -DETAIL
DIA. -DIAMETER
DIM -DIMENSION
D.O. -DOOR OPENING
DWG -DRAWING
ELEV. -ELEVATION
EXT -EXTERIOR
F.F. -FINISH FLOOR
F.G. -FINISH GRADE
FIN -FINISH
FLR -FLOOR
FDN -FOUNDATION
FTG -FOOTING
FURR -FURRING
GEN -GENERAL
HYD -HYDRANT
INSUL -INSULATION
LAV -LAVATORY
LT -LIGHT
MAR -MARBLE
MAS -MASONRY
MAX -MAXIMUM
MECH. -MECHANICAL
MIN. -MINIMUM
MISC. -MISCELLANEOUS
NO -NUMBER
O/C -ON CENTER
O.D. -OUTSIDE DIAMETER
O/O -OUT TO OUT
OPNG -OPENING
PLYWD -PLYWOOD
PTD -PAINTED
R.D. -ROOF DRAIN
REINF. -REINFORCEMENT
REQD. -REQUIRED
STD -STANDARD
T.O.P. -TOP OF PLATE
TYP -TYPICAL
VCT -VINYL COMPOSITION TILE
WD -WOOD
WT -WEIGHT
(N) -NEW
(E) -EXISTING
A.P.N.
YEAR BUILT
ZONING
OCCUPANCY GROUP
CONSTRUCTION TYPE
LOT SIZE
EXISTING FLOOR AREA
EX. PATIO
EX. GARAGE
EX. BUILDING
FIRE SPRINGKLER
FIRE HAZARD ZONE(VHFHSZ)
ON SAME DWG. FOR DESCRIPTION
KEY NOTE, REFER TO LISTING
WALL SECTION NUMBER
DRAWING WHERE SECTION IS DRAWN
REVISION CALLOUT
WINDOW SYMBOL
DOOR NUMBER
X PHOTOGRAPH DIAGRAMS
CONSULTANT INFOR.
PROJECT DATA
SCOPE OF WORK
SYMBOL LEGEND
ABBREVATIONS
DETAIL NUMBER
DRAWING WHERE DETAIL IS DRAWN
1. NEW BUILDING 3155 S.F.+1273.2 S.F. = 4428.2 S.F. , THE PROPOSED
INTERIOR FINISHED FLOOR TO CEILING DISTANCE WILL BE 12 FEET.
2.TOTAL: 4 BED, 4.5 BATH, 2 STORAGE, YOGA ROOM, KITCHEN, LAUNDRY,
DINING, FAMILY/LIVING ROOM.
VICINITY MAP
SHEET INDEX
LEGEND
1.THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS
PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND
MATERIALS INCLUDING THAT FURNISHED BY SUBCONTRACTORS.
2.DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE
DRAWINGS TO DETERMINE ANY LOCATION. THE OWNER OR DESIGNER SHALL
BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH
WORK.
3.ALL PLAN DIMENSIONS ARE FROM CENTER LINE OF STUD OR FACE OF FINISH
UNLESS OTHERWISE INDICATED.
4.ANY CHANGES PRIOR TO APPROVED SET OF PLANS,168CAD ARCH DESIGN
MUST BE NOTIFIED. CONTRACTOR OR PERSON CONDUCTING WORK SHOULD
NOTIFY 168CAD ARCH DESIGN IF ANY DISCREPANCY OCCURS DURING
CONSTRUCTION. 168CAD ARCH DESIGN IS NOT RESPONSIBLE FOR
CONTRACTOR OR HOME BUILDER PERFORMANCE TO PERFORM WORK.
5.ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES
AND LOCAL RESTRICTIONS.
6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING MECHANICAL AND ELECTRICAL SERVICES AND DISTRIBUTION
SYSTEMS WHETHER SHOWN OR NOT, AND TO PROTECT THEM FROM DAMAGE.
THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT
OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN
CONJUNCTION WITH THE PERFORMANCE OF THE WORK.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR
REMEDY OF ANY FAULTY, IMPROPER OR INTERIOR MATERIALS OR
WORKMANSHIP WHICH SHALL APPEAR WITHIN (1) YEAR OR AS OTHERWISE
SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND
ACCEPTANCE OF THE WORK UNDER THIS CONTRACT.
8.SILICONE CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS INCLUDING
BUT LIMITED TO:
1. METAL DOOR AND WALL CONNECTION
2. CONDUIT AND PIPE PENETRATIONS AT WALLS AND CEILING.
3. JUNCTION OF MILLWORK (CABINETS, SHELVES, BOOTHS).
4. STAINLESS STEEL TO WALLS
DO NOT CAULK ANY OTHER AREAS, ESPECIALLY AT GREYWOOD
9.CONTRACTOR IS TO CLEAN WORK AREAS ON A DAILY BASIS SO AS NOT TO
ACCUMULATE DEBRIS.
10.UPON PROJECT COMPLETION CONTRACTOR IS TO CLEAN WORK AREAS AND
JOB SITE THOROUGHLY SO AS TO REMOVE ALL CONSTRUCTION DUST,
RESIDUE, AND DEBRIS.
11.DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAY
WITHOUT FIRST OBTAINING PROPER PERMITS.
12.ALL WORK SHALL BE ACCOMPLISHED WITH QUALITY WORKMANSHIP OF THE
HIGHEST INDUSTRY STANDARDS. ALL MATERIALS SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND
RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO THE
APPROPRIATE NATIONAL TRADE BOOK; I.E. TILE COUNCIL OF AMERICA
HANDBOOK FOR CERAMIC TILE INSTALLATION, ARCHITECTURAL WOODWORK
INSTITUTE, "QUALITY STANDARDS" ETC.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY, AND SHALL
TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY OF WORKS AND
OCCUPANTS AT ALL TIMES.
14.ALL CONSTRUCTION SHALL BE PERFORMED DURING THE HOURS OF 7:00 AM
TO 6:00 PM, MONDAY THROUGH SATURDAY. NO WORK IS TO OCCUR ON
SUNDAYS OR HOLIDAYS.
15.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH
ARE OBVIOUSLY AND REASONABLE NECESSARY TO COMPLETE ANY
INSTALLATION.
16.MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL
CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING
CODES/ORDINANCES.
17.PROJECT SHALL CONFORM TO THE:
2022 CBC.
2022 CMC
2022 CPC
2022 CEC
2022 CRC
2022 CFC
2022 T-24 ENERGY CODE
2022 GREEN BUILDING STANDARDS CODE
CITY OF ARCADIA MUNICIPAL CODE.
AND ALL CITY AND COUNTY LAWS AND ORDINANCES.
18.ADDITIONAL MECHANICAL, ELECTRICAL AND PLUMBING PERMITS SHALL BE
OBTAINED AS REQUIRED.
GENERAL NOTES
W WATER METER
G GAS METER
P POWER POLE
S SEWER
D DOWN SPOUT
F FIRE HYDRANT
A/C AIR CONDITION
E ELECTRICAL PANEL D#
W#
P.W.POTABLE WATER METER G.M.GAS MASS FLOW METER
EXISTING
SITE PLAN
COVER SHEET
577-001-5005
1948
SINGLE FAMILY
R-3
V-B
0.72 ACRES (31363.2S.F.)
3155 S.F.
223 S.F.
822 S.F.
585 S.F.
YES
NO
LOT COVERAGE
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
ALAN GAO
626-899-6108
168CAD@GMAIL.COM
135 SOUTH STATE COLLEGE SUITE 200,BREA,CA,92821
DESIGNER / CONTACT
NAME
PHONE
EMAIL
ADDRESS
OWNER
NAME
PHONE
E-MAIL
ADDRESS
TIT-1.1 EXISTING SITE PLAN,COVER SHEET
TIT-1.2 HOA APPROVAL LETTER & PLAN
TIT-1.3 HOA APPROVAL LETTER & PLAN
TIT-1.4 HOA APPROVAL LETTER & PLAN
T-1 ARCHITECTURAL SURVEY MAP
A-2. PROPOSED SITE PLAN
A-3. INSET MAP
A-4. PHOTOS
A-1.1 EXISTING FLOOR PLAN
A-1.2 PROPOSED FLOOR PLAN
A-2.1 EXISTING & PROPOSED ELEVATIONS
A-2.2 EXISTING & PROPOSED ELEVATIONS
A-2.3 EXISTING & PROPOSED ELEVATIONS
A-2.4 EXISTING & PROPOSED ELEVATIONS
A-3.1 SECTIONS
A-4.1 EXISTING ROOF PLAN
A-4.2 PROPOSD ROOF PLAN
A-5 CALGREEN RESIDENTIAL MANDATORY MEASURES
A-6 CALGREEN RESIDENTIAL MANDATORY MEASURES
AD-1 ARCH. DETAILS
AD-2 ARCH. DETAILS
EM-1 EXTERIOR MATERIAL
RD-1 RENDRING MAP
S-101. GENERAL NOTES
S-201. FOUNDATION PLAN
S-301. ROOF FRAMING PLAN
S-401 FOUNDATION DETAILS
S-402 FOUNDATION DETAILS
S-501 FRAMING DETAILS
S-502 FRAMING DETAILS
S-503 FRAMING DETAILS
WSWH1 STRONG-WALL WSWH
WSWH2 STRONG-WALL WSWH
WSWH3 STRONG-WALL WSWH
WSWH4 STRONG-WALL WSWH
T-1. TITLE-24
T-2. TITLE-24
KEY NOTES
PROPOSE
1. NEW BUILDING 3155 S.F.+1273.2 S.F. = 4428.2 S.F.
3155+1273.2+223+822+585=6058.2S.F.
6058.2 / 31363.2= 19.3%
ZHAO CHEN
626-376-2203
ZHAOCHENLA@GMAIL.COM
1436 CARMELITA PL., ARCADIA, CA 91006
SCALE: 1/16 " = 1'- 0"
EXISTING SITE PLAN
N
STRUCTURE ENGINEER
NAME
PHONE
E-MAIL
LIC
ADDRESS
NB ENGINEERING INC
626-269-9321
GAO@NBENGINEERING.NET
C88478
19119 COLIMA RD, UNIT 111, ROWLAND HEIGHTS, CA 91748
T-24
NAME
PHONE
E-MAIL
ADDRESS
LYF DESIGN & DRAFTINC
626-866-1162
lyfddca@gmail.com
1201 W Huntington Dr #208,Arcadia, CA 91007
NOTE:
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT
OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL
FOR PLAN REVIEW. THE ENGINEER OF RECORD FOR THE BUILDING
PROJECT SHALL PROVIDE A NOTE ON THE DEFERRED PLANS OR A
SHOP DRAWING APPROVAL STAMP STATING THAT THE PLANS ARE
IN GENERAL CONFORMANCE WITH THE DESIGN OF BUILDING.(CBC
106.3.4.2)
TIT-
1.1
HOA
APPROVAL
LETTER & PLAN
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
RE
BU
IL
D
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
X
TIT-
1.2
HOA
APPROVAL
LETTER & PLAN
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
RE
BU
IL
D
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
X
TIT-
1.3
HOA
APPROVAL
LETTER & PLAN
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
RE
BU
IL
D
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
X
TIT-
1.4
N 89
°
0
6
'
0
0
"
E
99.9
9
'
N 29
°
2
4
'
1
3
"
E
193
.
5
8
'
N
0
0
°
5
4
'
0
0
"
W
17
0
.
0
0
'
N 70°40'48" E 206.58'
Δ=
8
5
°
5
6
'
3
7
"
CA
R
M
E
L
I
T
A
CL
gps1
1
cp1
2
cp37
3
cp
4
(654.
3
6
)
(653
.
2
7
)
(649.
2
8
)
(649.
6
9
)
(649
.
2
6
)
(649.
4
7
)
(649.
5
2
)
(650
.
2
8
)
(649.
5
1
)
(650.
5
3
)
(650.
5
9
)
(649.
7
9
)
(650
.
3
1
)
(649.
5
3
)
(649
.
5
1
)
(650
.
1
9
)
(650.
1
9
)
(651
.
2
4
)
(651.
3
1
)
(651
.
9
7
)
(650
.
6
7
)
(650
.
8
3
)
(650
.
9
3
)
(653.
6
9
)
(654
.
2
0
)
(654.
6
6
)
(654
.
5
5
)
(654.
3
7
)
(654
.
9
2
)
(655
.
1
5
)
(653.
2
8
)
(653.
2
1
)
(653
.
1
6
)
(652.
7
8
)
(649
.
2
9
)
(650
.
7
5
)
(651
.
8
6
)
(651
.
2
6
)
(650.
9
4
)
(651
.
4
3
)
(651
.
2
6
)
(651
.
3
0
)
(653
.
9
9
)
(653
.
9
2
)
(653
.
7
1
)
(654.
2
7
)
(653
.
3
5
)
(653
.
3
3
)(653
.
3
0
)
(653
.
1
9
)
(653.
2
1
)
(652
.
7
0
)
(652
.
5
2
)
(652
.
0
6
)
(652
.
1
2
)
(652
.
6
8
)
(653
.
1
6
)
(653
.
3
1
)
(653
.
2
4
)
(653
.
3
1
)
(653
.
3
0
)
(653
.
3
0
)
(653
.
2
7
)
(653
.
3
0
)
(653
.
2
3
)
(653
.
0
0
)
(650
.
1
9
)
(650
.
4
6
)
(653
.
3
0
)
(653
.
1
9
)
(653
.
1
6
)
(653
.
1
4
)
(653.
2
1
)
(653
.
3
0
)
(653.
3
2
)
(653.
3
1
)
(6
4
9
.
2
6
)
(648.
9
2
)
(649.
8
3
)
(651.
1
4
)
(651
.
1
6
)
(651.
0
8
)
(651
.
3
4
)
(650
.
9
2
)
(650
.
9
4
)
(649
.
6
0
)
(650.
0
2
)
(649
.
8
7
)
(649
.
9
1
)
(649.
7
3
)
(649
.
5
2
)
(649
.
4
6
)
(649
.
0
7
)
(649
.
9
1
)
(650.
3
1
)
(650
.
5
1
)
(649
.
7
2
)
(651
.
3
5
)
(651
.
8
2
)
(654.
0
9
)
(651
.
3
8
)
(651
.
1
9
)
(651.
2
8
)
(651
.
5
7
)
(654
.
0
6
)
(651
.
4
2
)
(651
.
1
3
)
(651.
3
3
)
(653
.
1
4
)
(652
.
6
5
)
(654.
1
4
)
(651
.
3
7
)
(652
.
3
4
)
(651.
2
2
)
(650.
5
8
)
(650.
2
6
)
(650
.
0
2
)
(650
.
6
3
)
(651
.
8
8
)
(651
.
0
2
)
(650.
9
5
)(650.
6
4
)
(650
.
7
6
)
(650
.
1
7
)
(650
.
3
7
)
(650.
2
7
)
(650.
9
5
)
(651.
1
0
)
(650.
4
7
)
(650
.
6
1
)
(651
.
2
5
)
(651.
9
0
)
(651
.
2
8
)
(651
.
2
8
)
(654.
5
4
)
(650
.
6
7
)
(651
.
1
0
)
G/M
W
/
M
W
/
M
PO
O
L
PATI
O
PATI
O
20"Ø
15"
Ø
16"
Ø
8"Ø
12"Ø
12"Ø
28"
Ø
12"Ø
12"Ø
4"Ø
6"Ø
14"Ø
28"Ø
36"Ø
12"
Ø
8"Ø
12"
Ø
6"Ø
6"Ø
6"Ø
6"Ø
6"Ø
15"Ø
4"Ø
3"Ø
5"Ø
25"
Ø
O
A
K
10"Ø
O
A
K
EX.
S
T
R
U
C
T
U
R
E
EX.
S
T
R
U
C
T
U
R
E
EX.
S
T
R
U
C
T
U
R
E
FF
FF
FF
FF
DW
A
Y
SMH
4'H
R
W
4'H
W
F
6'H
W
F
IF
IF
6'H
C
F
6'H
C
F
6'H
W
F
6'H
C
B
W
IF
IF
IF
WF
LAN
D
S
C
A
P
E
LAN
D
S
C
A
P
E
TC(6
5
1
.
7
9
)
FL(6
5
1
.
1
5
)
TC(6
5
1
.
2
4
)
FL(6
5
0
.
5
4
)
TC(
6
5
0
.
9
1
)
FL(6
5
0
.
2
3
)
TC(6
5
0
.
6
9
)
FL(6
5
0
.
0
4
)
PL
A
C
E
L
=
7
5
.
0
0
'
R=5
0
.
0
0
'
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
T-1
ARCHITECTURAL SURVEY MAP
LEGAL DESCRIPTION:
LOT 5 OF TRACT NO. 11013, IN THE CITY OF ARCADIA, COUNTY OF
LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN
BOOK 262, PAGES 45 AND 46 OF MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY.
APN: 5770-015-005
PROPERTY SIZE: 31,260.52 S.F. (GROSS)
BASIS OF BEARINGS:
CENTERLINE OF CARMELITA PLACE N03°44'30"W
PER TRACT MAP NO. 11013 M.B. 262/45-46
BENCHMARK:
CITY B.M. NO. 177
HACIENDA DRIVE & CARMELITA PLACE
SOUTH CURB HACIENDA, LINE WESTCURB CARMELITA.
ELEVATION: 633.18'
UNDERGROUND UTILITIES:
THE LOCATIONS AND EXISTENCE OF UNDERGROUND UTILITIES ARE
NOT GUARANTEED. THESE DRAWINGS WERE PREPARED BASED ON
SURFACE DATA AND AVAILABLE RECORD INFORMATION AND IT IS
POSSIBLE THAT ADDITIONAL UNDERGROUND UTILITIES COULD BE
PRESENT THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFICATION OF THE LOCATION AND
DEPTH OF EXISTING UNDERGROUND UTILITIES AND SHALL
PERFORM POTHOLING AS NECESSARY AT ALL CROSSINGS PRIOR
TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR TAKING ALL PRECAUTIONS NECESSARY TO
PROTECT ALL EXISTING UTILITIES AND STRUCTURES FROM
DAMAGE DURING THE COURSE OF THE WORK, AND SHALL BE
RESPONSIBLE FOR REPAIRING OR REPLACING ANY UTILITIES OR
STRUCTURES DAMAGED DURING THE COURSE OF THE WORK.
SURVEYOR'S NOTES:
1. BLUE LINE STREAMS ARE NOT SHOWN ON
THIS MAP AND SHALL BE EXAMED BY A
RELATED PROFESSIONAL.
2. ARBORIST SHOULD BE CONSULTED TO
DOCUMENT ALL PROTECTED TREE
SPECIES ON-SITE AS THE SURVEY SHOWN
HERE ON MAY NOT REFLECT ALL OF THEM.
EASEMENT NOTES:
EASEMENTS MAY NOT BE SHOWN DUE TO UNAVAILABILITY OF AN
EFFECTIVE PRELIMINARY TITLE REPORT AT THE TIME OF
DRAWING COMPLETION.
: WATER VALVE
ABBREVIATIONS/LEGEND:
: STREET LIGHT PULL BOXS
HP : HIGH POINT
FL : FLOW LINE
FS : FINISHED SURFACE
W/M : WATER METER
TC : TOP OF CURB
: TRAFFIC SIGNAL PULL BOX
GM : GAS METER
T
: FIRE HYDRANT
C&G : CURB AND GUTTER
PP : POWER POLE
P/L : PROPERTY LINE
: SEWER MANHOLE
D/A : DRIVEWAY APPROACH
FF : FINISH FLOOR
: EDISON PULL BOXE
DWY : DRIVEWAY
EX : EXISTING
S/D : STORM DRAIN
S/W : SIDEWALK
WF : WOODEN FENCE
CBW/RW : CONC. BLOCK/RETAINING WALL
: STORM DRAIN MANHOLE
: FDC / FIRE DEPT. CONNECTION
C/B : CATCH BASIN
CATV : CABLE T.V. PULLBOX
: HIGH VOLTAGE BOXH.V.
: UTILITY PULL VOXU
: TV CABLE PULL BOXTV
: TELEPHONE PULL BOXTEL
: CF/ CHAIN LINK FENCE
: WF/ WOOD FENCE OR IF/ IRON FENCE
: EXISTING TREE
: STREET LIGHT
-W--W-- : WATER LINE
(532.00) : EXISTING ELEVATION 532.00'
--(532)-- : EXISTING CONTOUR LINE
-S--S-- : SEWER LINE
I/F : IRON FENCE
CF : CHAIN LINK FENCE
: SEPTIC TANKS.T.
RW : RETAINING WALL
: CONC. BLOCK WALL/ RETAINING WALL
: WOOD POST
: IRON POST
: DRAIN HOLE
: VENT
: EXISTING PINE
CONC. : CONCRETE
D/W : DRIVEWAY
SCO : SEWER CLEAN OUT
SMH : SEWER MANHOLE
: CENTERLINECL
14
3
6
C
A
R
M
E
L
I
T
A
P
L
A
C
E
,
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
N 89°06'00" E 99.99'
N 2
9
°
2
4
'
1
3
"
E
19
3
.
5
8
'
N
0
0
°
5
4
'
0
0
"
W
17
0
.
0
0
'
N 70°4
0
'
4
8
"
E
206.58
'
Δ
=
8
5
°
5
6
'
3
7
"
C
A
R
M
E
L
I
T
A
CL
(654.36)
(653.27)
(649.28)
(649.69)
(649.26)
(649.47)
(649.52)
(650.28)
(649.51)
(650.53)
(650.59)
(649.79)
(650.31)
(649.53)
(649.51)
(650.19)
(650.19)
(651.24)
(651.31)
(651.97)
(650.67)
(650.83)
(650.93)
(653.69)
(654.20)
(654.66)
(654.55)
(654.37)
(654.92)(655.15)
(653.28)
(653.21)
(653.16)
(652.78)
(649.29)
(650.75)
(651.86)
(651.26)
(650.94)
(651.43)
(651.26)
(651.30)
(653.99)
(653.92)
(653.71)
(654.27)
(653.35)
(653.33)
(653.30)
(653.19)
(653.21)(652.70)
(652.52)
(652.06)
(652.12)
(652.68)
(653.16)
(653.31)(653.24)
(653.31)
(653.30)
(653.30)
(653.27)
(653.30)
(653.23)
(653.00)
(650.19)
(650.46)
(653.30)
(653.19)
(653.16)
(653.14)
(653.21)
(653.30)
(653.32)
(653.31)
(6
4
9
.
2
6
)
(648.92)
(649.83)
(651.14)
(651.74)
(651.16)
(651.08)
(651.34)
(651.04)
(650.92)
(650.94)
(649.60)
(650.12)
(650.13)
(650.02)
(649.87)
(649.91)
(649.73)
(649.52)
(649.46)
(649.07)
(649.91)
(650.31)
(650.53)(650.51)(649.72)
(651.35)
(651.82)
(654.09)
(651.38)
(651.19)
(651.28)(651.57)(654.06)
(651.42)
(651.13)
(651.33)
(653.14)
(652.65)
(654.14)
(651.37)
(652.39)
(652.34)
(651.22)(651.18)
(650.58)
(650.26)
(650.02)
(650.63)
(651.88)(651.02)
(650.95)
(650.64)
(650.76)
(650.21)(649.59)(649.83)
(650.17)
(650.37)
(650.27)
(650.95)
(651.10)
(650.47)
(650.61)
(651.25)
(651.90)
G/M
W/
M
W/
M
POOL
PATIO
PATIO
20"Ø
15"Ø
16"Ø8"Ø
12"Ø12"Ø
28"Ø
12"Ø
12"Ø
4"Ø6"Ø
14"Ø
28"Ø
36"Ø
12"Ø
8"Ø
12"Ø
6"Ø
6"Ø
6"Ø
6"Ø
6"Ø
15"Ø
4"Ø
3"Ø
24"Ø
5"Ø
25"Ø OAK
10"Ø OAK
EX. STRUCTURE
EX. STRUCTURE
FF
FF
FF
DWAY
SMH
4'H RW
4'H WF
6'H WF
IF
IF
6'H CF
6'H CF
6'H WF
6'H CBW
IF
IF
IF
WF
LANDSCAPE
LANDSCAPE
TC(651.79)
FL(651.15)
TC(651.24)
FL(650.54)
TC(650.91)
FL(650.23)
TC(650.69)
FL(650.04)P
L
A
C
E
L
=
7
5
.
0
0
'
R=
5
0
.
0
0
'
8'-
1
1
"
1
2
'
-
6
"
1
5
'
-
3
"
1
6
'
-
6
"
7'-4"
2
5
'
-
0
"
2
4
'
-
6
"
CONC.
CONC.
21'
-
2
"
46'-0
"
44'-2"
9
'
-
1
1
"
7'-11"
GAS METER
WITH EMERGENCY
GAS METER SHUT-OFF
POOL 5 FT HIGH FENCING
WITH NO OPENINGS GREATER
THAN 4 INCHES.
11
'
-
1
"
20'
-
2
"
9'-
2
"
5'
-
2
"
4'
-
5
"
25
'
-
1
"
28'
-
1
"
12
'
-
1
1
"
23'-8"
8'-
0
"
6'
-
6
"
11'-7"
15'
-
1
1
"
14'-2"
1
3
'
-
8
"
POOL GATE (SWING OUT)
SELF-CLOSING AND SELF-LATCHING
5%
5%
5%
5%
5%
5%
5%
5%
5%
5%
5%
5%
5%5%
5%
5%
5%
5%
5%
5%
5%
5%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2
%
2
%
2%
2%
2%
2%
2
%
2
%
2%
2%
2%
2%
5%
5%
5%
5%
5%
5%
2%
2%
2%
2%
2%
2%
2%
2%
2%
5%
5%
5%
5%
5%
5%
5%
2%2%2%2%2%2%
2%
2%
2%
2%
2%
5%
5%
2%
X%DIRECTION OF FLOW
LEGEND
GRADED AND DRAIN NOTES:
1.LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.
2.THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET.
21'-4"
10'-3"
NEW BUILDING
3155+1273.2=4428.2 S.F.
A-2
PROPOSED
SITE PLAN
COVER SHEET
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
PROPOSE SITE PLAN
SCALE: 1/16 " = 1'- 0"
N
SEE INSET MAP
N 2
9
°
2
4
'
1
3
"
E
N
0
0
°
5
4
'
0
0
"
W
N 70°4
0
'
4
8
"
E
206.58
'
Δ
=
8
5
°
5
6
'
3
7
"
C
A
R
M
E
L
I
T
A
CL
(649.28)
(649.69)
(649.26)
(649.47)
(649.52)
(650.28)
(649.51)
(650.53)
(650.59)
(649.79)
(650.31)
(649.53)
(649.51)
(650.19)
(650.19)
(651.24)
(651.31)
(651.97)
(650.67)
(650.83)
(650.93)
(649.29)
(650.75)
(651.86)
(651.26)
(650.94)
(651.43)
(651.26)
(651.30)
(650.19)
(6
4
9
.
2
6
)
(648.92)
(649.83)
(651.14)
(651.16)
(651.08)
(651.34)
(651.04)
(650.92)
(650.94)
(649.60)
(650.12)
(650.13)
(650.02)
(649.87)
(649.91)
(649.73)
(649.52)
(649.46)
(649.07)
(649.91)
(650.31)
(650.53)(650.51)(649.72)
(651.35)
(651.82)
(654.09)
(651.38)
(651.19)
(651.28)(651.57)(654.06)
(651.42)
(651.13)
(651.33)
(653.14)
(652.65)
(654.14)
(651.37)
(652.39)
(652.34)
(651.22)(651.18)
(650.58)
(650.26)
(650.02)
(650.63)
(651.88)(651.02)
(650.95)
(650.64)
(650.76)
(650.21)(649.59)(649.83)
(650.17)
(650.37)
(650.27)
(650.95)
(651.10)
(650.47)
(650.61)
(651.25)
(651.90)
G/M
W/
M
W/
M
PATIO
20"Ø
15"Ø
16"Ø8"Ø
12"Ø12"Ø
28"Ø
12"Ø
12"Ø
4"Ø6"Ø
14"Ø
28"Ø
36"Ø
12"Ø
8"Ø
12"Ø
6"Ø
6"Ø
6"Ø
6"Ø
4"Ø
3"Ø
5"Ø
10"Ø OAK
EX. STRUCTURE
FF
FF
DWAY
SMH
4'H RW
4'H WF
6'H CF
6'H WF
6'H CBW
IF
IF
IF
WF
LANDSCAPE
LANDSCAPE
TC(651.79)
FL(651.15)
TC(651.24)
FL(650.54)
TC(650.91)
FL(650.23)
TC(650.69)
FL(650.04)P
L
A
C
E
L
=
7
5
.
0
0
'
R=
5
0
.
0
0
'
8'-
1
1
"
1
2
'
-
6
"
1
5
'
-
3
"
1
6
'
-
6
"
7'-4"
2
5
'
-
0
"
2
4
'
-
6
"
CONC.
CONC.
21'
-
2
"
46'-0
"
44'-2"
9
'
-
1
1
"
7'-11"
GAS METER
WITH EMERGENCY
GAS METER SHUT-OFF
1
3
'
-
8
"
5%
5%
5%
5%
5%
5%
5%
5%
5%
5%
5%
5%
5%5%
5%
5%
5%
5%
5%
5%
5%
5%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2
%
2
%
2%
2%
2
%
2
%
2%
2%
2%
2%
5%
5%
5%
5%
5%
5%
2%
2%
2%
2%
2%
2%
2%
X%DIRECTION OF FLOW
LEGEND
GRADED AND DRAIN NOTES:
1.LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.
2.THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET.
21'-4"
10'-3"
NEW BUILDING
3155+1273.2=4428.2 S.F.
A-3
PROPOSED
SITE PLAN
COVER SHEET
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
INSET MAP
SCALE: 1/8 " = 1'- 0"
N
A-4
PHOTOS
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
RE
B
UIL
D
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
of Sheet
Date 05/30/25
Drawn ALAN
NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
REVISIONS
DATE
X
#1 #2 #3
#4 #5 #6
#7 #8 #9
1
2
3
4
5
6
7
8
9
NEIGHBORHOOD CONTEXT
PHOTOS
PROPERTY PHOTOS
#1 #2 #3
#4 #5 #6
2
3
4
5
6
1
Scale: 1/4"=1'
(N) F.G.
12
'
-
0
"
6'
-
8
"
19
'
-
4
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
8"
(N) F.F.
(N) T.O.R.
(N) T.O.P.
4'
-
0
"
9'
-
0
"
9'
-
0
"
4 6
5'
-
0
"
10
'
-
7
"
8"
9
12
2.5
3'
-
0
"
8
12
3
(E) F.G.
7'
-
1
1
"
5'
-
1
"
13
'
-
8
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
8"
(E) F.F.
(E) T.O.R.
(E) T.O.P.
Scale: 1/4"=1'
Existing West Elevation
Rebuild West Elevation
A-2.1
ELEVATIONS
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
7
8
NEW JAMES HARDIE BOARD SIDING,ICC
ESR-2290,COLOR:EVENING BLUE, SEE
2/EM-1
NEW TRIM OF EXTERIOR PAINT 01 ,
COLOR: BEHR,ADIRONDACK BLUE N480-5M
SEE 6/EM-1
NEW DOORS, STYLE AND COLOR TO
MATCH EXISTING, SEE 1/EM-1
NEW WINDOWS, STYLE AND COLOR
TO MATCH EXISTING, SEE 3/EM-1
EXTERIOR WALL LIGHT,STYLE AND
COLOR TO MATCH EXISTING, SEE
7/EM-1
3
4
5
ELEVATION SPECIFICATIONS
ARCHITECTURE WINDOW FORM ，WITH
PAINT 02 , SEE 8&9/EM-1
6
ANDERSON STONE,BROWN BASE WITH
GREY, SANDSTONE, MAROON, AND
NEUTRAL STONES, SEE 10/EM-1
9
1
2 EXTERIOR WALL STUCCO，COLOR-MATCH
EXISTING, ICC# ESR-2671, SEE 4/EM-1
NEW BORAL LIGHTWEIGHT ROOF TILE,
DURALITE SAXONY SHAKE 600/700
(STONE MOUNTAIN BLEND), CLASS "A" .
ICC ESR-1647, CRRC 0942-0047 , SEE
5/EM-1 (600:570LBS/SF,700:720LBS/SF)
NOTES:
WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR
MASONRY EXTERIOR FOUNDATION WALLS LESS THAN 8 INCHES
FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR
PRESERVATIVE-TREATED WOOD. (R317.1 CRC)
Scale: 1/4"=1'
(N) F.G.
12
'
-
0
"
6'
-
8
"
19
'
-
4
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
8"
(N) F.F.
(N) T.O.R.
(N) T.O.P.
12
3
12 359 9
(E) F.G.
7'
-
1
1
"
5'
-
1
"
13
'
-
8
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
8"
(E) F.F.
(E) T.O.R.
(E) T.O.P.
12
3
Scale: 1/4"=1'
Existing East Elevation
Rebuild East Elevation
ELEVATIONS
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
A-2.2
7
8
NEW JAMES HARDIE BOARD SIDING,ICC
ESR-2290,COLOR:EVENING BLUE, SEE
2/EM-1
NEW TRIM OF EXTERIOR PAINT 01 ,
COLOR: BEHR,ADIRONDACK BLUE N480-5M
SEE 6/EM-1
NEW DOORS, STYLE AND COLOR TO
MATCH EXISTING, SEE 1/EM-1
NEW WINDOWS, STYLE AND COLOR
TO MATCH EXISTING, SEE 3/EM-1
EXTERIOR WALL LIGHT,STYLE AND
COLOR TO MATCH EXISTING, SEE
7/EM-1
1
2
3
4
5
ELEVATION SPECIFICATIONS
EXTERIOR WALL STUCCO，COLOR-MATCH
EXISTING, ICC# ESR-2671, SEE 4/EM-1
ARCHITECTURE WINDOW FORM ，WITH
PAINT 02 , SEE 8&9/EM-1
6
ANDERSON STONE,BROWN BASE WITH
GREY, SANDSTONE, MAROON, AND
NEUTRAL STONES, SEE 10/EM-1
NEW BORAL LIGHTWEIGHT ROOF TILE,
DURALITE SAXONY SHAKE 600/700
(STONE MOUNTAIN BLEND), CLASS "A" .
ICC ESR-1647, CRRC 0942-0047 , SEE
5/EM-1 (600:570LBS/SF,700:720LBS/SF)
9
Scale: 1/4"=1'
(N) F.G.
12
'
-
0
"
5'
-
0
"
17
'
-
8
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
8"
(N) F.F.
(N) T.O.R.
(N) T.O.P.
3'
-
0
"
5'
-
0
"
12
2.5
HE
I
G
H
T
9
(E) F.G.
7'
-
1
1
"
5'
-
1
"
13
'
-
8
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
8"
(E) F.F.
(E) T.O.R.
(E) T.O.P.
12
3
Scale: 1/4"=1'
Existing South Elevation
Rebuild South Elevation
ELEVATIONS
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
A-2.3
7
8
NEW JAMES HARDIE BOARD SIDING,ICC
ESR-2290,COLOR:EVENING BLUE, SEE
2/EM-1
NEW TRIM OF EXTERIOR PAINT 01 ,
COLOR: BEHR,ADIRONDACK BLUE N480-5M
SEE 6/EM-1
NEW DOORS, STYLE AND COLOR TO
MATCH EXISTING, SEE 1/EM-1
NEW WINDOWS, STYLE AND COLOR
TO MATCH EXISTING, SEE 3/EM-1
EXTERIOR WALL LIGHT,STYLE AND
COLOR TO MATCH EXISTING, SEE
7/EM-1
1
2
3
4
5
ELEVATION SPECIFICATIONS
EXTERIOR WALL STUCCO，COLOR-MATCH
EXISTING, ICC# ESR-2671, SEE 4/EM-1
ARCHITECTURE WINDOW FORM ，WITH
PAINT 02 , SEE 8&9/EM-1
6
ANDERSON STONE,BROWN BASE WITH
GREY, SANDSTONE, MAROON, AND
NEUTRAL STONES, SEE 10/EM-1
NEW BORAL LIGHTWEIGHT ROOF TILE,
DURALITE SAXONY SHAKE 600/700
(STONE MOUNTAIN BLEND), CLASS "A" .
ICC ESR-1647, CRRC 0942-0047 , SEE
5/EM-1 (600:570LBS/SF,700:720LBS/SF)
9
Scale: 1/4"=1'
(N) F.G.
12
'
-
0
"
5'
-
0
"
17
'
-
8
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
8"
(N) F.F.
(N) T.O.R.
(N) T.O.P.
12
2.5
(E) F.G.
7'
-
1
1
"
5'
-
1
"
13
'
-
8
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
8"
(E) F.F.
(E) T.O.R.
(E) T.O.P.
12
3
Scale: 1/4"=1'
Existing North Elevation
Rebuild North Elevation
ELEVATIONS
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
A-2.4
7
8
NEW JAMES HARDIE BOARD SIDING,ICC
ESR-2290,COLOR:EVENING BLUE, SEE
2/EM-1
NEW TRIM OF EXTERIOR PAINT 01 ,
COLOR: BEHR,ADIRONDACK BLUE N480-5M
SEE 6/EM-1
NEW DOORS, STYLE AND COLOR TO
MATCH EXISTING, SEE 1/EM-1
NEW WINDOWS, STYLE AND COLOR
TO MATCH EXISTING, SEE 3/EM-1
EXTERIOR WALL LIGHT,STYLE AND
COLOR TO MATCH EXISTING, SEE
7/EM-1
1
2
3
4
5
ELEVATION SPECIFICATIONS
EXTERIOR WALL STUCCO，COLOR-MATCH
EXISTING, ICC# ESR-2671, SEE 4/EM-1
ARCHITECTURE WINDOW FORM ，WITH
PAINT 02 , SEE 8&9/EM-1
6
ANDERSON STONE,BROWN BASE WITH
GREY, SANDSTONE, MAROON, AND
NEUTRAL STONES, SEE 10/EM-1
NEW BORAL LIGHTWEIGHT ROOF TILE,
DURALITE SAXONY SHAKE 600/700
(STONE MOUNTAIN BLEND), CLASS "A" .
ICC ESR-1647, CRRC 0942-0047 , SEE
5/EM-1 (600:570LBS/SF,700:720LBS/SF)
9
1
3
5
4
9
BATH 2
BEDROOM 3 POWER
FOYER
WIC
BATH 1 BEDROOM 1
Scale: 1/4"=1'
(N) F.G.
12
'
-
0
"
8"
(N) F.F.
(N) T.O.P.
6
10 10
14
3
97
8
5
4
KITCHEN
LAUNDRY WIC BATH 1
ISLAND
BEDROOM 4
10
Scale: 1/4"=1'
(E) F.G.
12
'
-
0
"
5'
-
1
"
18
'
-
9
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
1'
-
8
"
(N) F.F.
(N) T.O.R.
(N) T.O.P.
12
3 6
7
8
6
3
14
12
3
9 7
8
2
1
3
5
4
7
8
Scale: 1/4"=1'
MA BEDROOM TEA ROOMMA BATH
(N) F.G.
12
'
-
0
"
8"
(N) F.F.
(N) T.O.P.
12
13
14
13
13
14
12 1214
1313
Section C-C
Section A-A
Section B-B
SECTIONS
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
A-3.1
R-30 INSULATION FOR EXISTING CEILING
R-15 INSULATION FOR EXISTING EXTER. WALL ADDITION.
7/8" STUCCO FINISH OVER METAL LATH & FELT (TYP.)
SEE STRUCT. PLAN FOR DETAIL.
CONC. FOUNDATION SLAB .
SEE STRUCT. PLAN FOR DETAIL.
FOUNDATION FOOTING.
SEE STRUCT. PLAN FOR DETAIL.
2X ROOF RAFTER.
SEE STRUCT. PLAN FOR DETAIL.
2X CEILING JOIST.
SEE STRUCT. PLAN FOR DETAIL.
INTERIOR 1/2" GYPSUM BOARD FINISH (TYP.)
RADIANT BARRIER.
HEADER / BEAM PER PLAN
SEE STRUCT.PLAN FOR DETAIL.
NEW 2 X WOODEN BLOCK LEVELING
R-38 INSULATION FOR NEW CEILING
R-19 INSULATION FOR NEW ROOF RAFTER
R-21 INSULATION FOR NEW EXTER. WALL
1
2
3
4
5
6
7
8
9
SECTION MATERIAL LEGEND
10
11
12
13
14
Scale: 3/16"=1'
Existing Roof Plan
(E
)
3
:
1
2
(E
)
3
:
1
2
(E)3:12
(E)3:12
(E)3:12
(E
)
3
:
1
2
(E)3:12
(
E
)
3
:
1
2
(E)
3
:
1
2
(E)
3
:
1
2
ROOF PLAN
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
A-4.1
Scale: 3/16"=1'
Rebuild Roof Plan
(N) 2.5:12
(N
)
2
.
5
:
1
2
(N) 2.5:12
(
N
)
2
.
5
:
1
2
(N)
2
.
5
:
1
2
(N)
2
.
5
:
1
2
(N
)
2
.
5
:
1
2
(N)2.5:12 (N)2.5:12
(N
)
2
.
5
:
1
2
(N
)
2
.
5
:
1
2
Rebuild
ROOF PLAN
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
A-4.2
LEGEND
LOMANCO 14 IN. MILL FINISH
ALUMINUM LNTERNALLY BRACED
WHIRLYBIRD WIND TUIBINE
COVERAGE AREA (SQ. FT.)1219
ROOF ATTIC VENTILATION CALCULATION:
ATTIC AREA: 5273 S.F. 5273 / 150 = 35.15 SF
NOVIK 18 IN. X 24 IN.
POLYPROPYLENE WHITE RECTANG
GABLE VENT
NET-FREE AREA (SQ. LN.) 1.5
WHIRLYBIRD WIND TURBINE X 5 = 1219 X 5 = 6095 / 150 = 40.63 SF
TOTAL PROVIDED: 40.63 SF > 35.15 SF
ROOF MATERIAL SPECIFICATIONS:
NEW BORAL LIGHTWEIGHT ROOF TILE, DURALITE
SAXONY SHAKE 600/700 (STONE MOUNTAIN BLEND),
CLASS "A" . ICC ESR-1647, CRRC 0942-0047 , SEE
5/EM-1 (600:570LBS/SF,700:720LBS/SF)
ROOF VENT. NOTE:
OPENINGS SHALL HAVE CORROSION-RESISTANT
WIRE MESH OR OTHER APPROVED MATERIAL WITH
1/16” MINIMUM AND ¼” MAXIMUM OPENING. 14 (C)
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
RE
BU
IL
D
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
CALGREEN
RESIDENTIAL
MANDATORY
X
MEASURES
A-5
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
RE
BU
IL
D
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Date 05/30/25
Drawn ALAN
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
X
A-6
NOTES:
1. BATHROOM AND LAUNDRY CLOSET EXHAUST FAN SHALL
HAVE A MINIMUM EXHAUST OF 50 CFM WITH HUMIDISTAT,
AT 3 SONES MAX, AND ENERGY STAR. EF SHALL BE ON
SEPARATE SWITCH. (CMC, CH.4, CGBSC CH.4, DIV.4.5 &CRC
R303.3.1)
2. ALL DUCTS AND OTHER RELATED AIR DISTRIBUTION
COMPONENT OPENING SHALL BE COVERED WITH TAPE,
PLASTIC, OR OTHER ACCEPTABLE MATERIAL AT THE TIME
OF ROUGH INSTALLATION OR DURING STORAGE AND UNTIL
FINAL STARTUP.
3. ALL PLUMBING FIXTURES AND FITTINGS SHALL COMPLY
WITH THE MAXIMUM ALLOWABLE FLOWRATES (PER 2022
CALGREEN MANDATORY MEASURES)(CGBSC 4.303.1)
4. 65% OF NONHAZARDOUS CONSTRUCTION AND DEMOLITION
DEBRIS SHALL BE SALVAGED, RECYCLED, AND/OR
REUSED.(CGBSC 4.408.1)
CALGREEN
RESIDENTIAL
MANDATORY
MEASURES
20 15 10 5
12116116
22 17 12 7 2
23 18 13 8 3
24 19 14 9 4
EAVE DETALL
HIP / RIDGE DETAIL
DRYWALL OUTSIDE CORNER
SLAB & WEEP SCREED
INTERIOR WALL (TO CEILING JOIST)
25
BLOCKING THROUGHOUT THE INTERVENING SPACE
ROOF O/TWO LATERS 30 # ROOF UNDRLAYMENT
2X R/S WOOD FASCIA BOARD O/2X6 SOLID
ROOF RAFTERS BY OTHERS
TOP PLATE
CLASS "A" ROOF
W/RADIANT BARRIER
PLYWOOD SHEATHING W/RADIANT BARRIER
26 GA(2'X6'')METAL ROOF EDGE FLASHING
BATT INSULATION,REF TO T-24 CALC.
BETWEEN ROOF RAFTERS(HEAVY TIMER,CBC
REF.ELEY'S
BUILDING PAPER
602.4.3)
7/8" MIN. THICK. (3)COATS EXT.PLASTER O/2 LAYERS
PLYWOOD SHEATHING,REF.TO STRUCT.
BATT INSULATION,REF TO T-24 CALC.
HIP/RIDSE CAPPINS
2X ROOF FRAMINS
TWO LAYERS 30 ＃ ROOF
LNDERLAYMENT @ HP/RADGE
ROOF SHEATHING
GYPSUM BOARD
INERIOR FINISH
2X FRAMING
METAL BULLNOSE CORNER BEAD
DOUGLAS SILLPLATE
GYPSUM BOARD
INERIOR FINISH 2X FRMG.
N.T.S.
N.T.S.N.T.S.
N.T.S.
N.T.S.N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
(N) Ø2" HOLE@ 48" O.C.
3"
M
I
N
.
3"
M
I
N
.
M
I
N
.
1
"
G
A
P
MIN
.
1
"
G
A
P
N.T.S.
1-
3
/
4
"
8"
M
I
N
.
WOOD STUD
P.T. 2X SILL PLATE
BUILDING PAPER
REINFORCING MESH
EXTERIOR PLASTER
REINFORCING MESH
EXTERIOR PLASTER
FINISHED GRADE
#26 G.I.
WEEP SCREED
FOUNDATION
4
"
A
B
O
V
E
G
R
A
D
E
OR
2
"
A
B
O
V
E
PA
V
E
D
A
R
E
A
7/8"
ROOF DRAIN
STONE VENEER DETAIL
NOTE:ADHERED VENEER IS LIMITED TO LESS THAN 1.5
INCHES THICK AND LESS THAN 15 PSF INSTALLED
SYSTEM WEIGHT AS DEFINED IN TMS 402 SECTION 12.3.
3" MAX. PER MAUNF. SPECS-VFRIFY
AIR/VAPOR BARRIER
STONE VENEER OVER MORTAR
PER MANUF., SEE 10/EM-1 FOR
ADD'L. INFO.
1/2" PLYWOOD SHEATHING PER
STRUCTURAL, U.N.O.1/2" TYPE GYP. BD.
2 X 6 WD. STUD @ 16" O.C.
W/ INSULATION (PER T24) IN
BETWEEN STUD, SEE STRUCT'L
FOR ADDITIONAL INFO.
TYP. STUCCO EXTERIOR WALL DETAIL
N.T.S.TYP. SIDING EXTERIOR WALL DETAIL
2 X 6 WD. STUD @ 16" O.C.
W/ INSULATION (PER T24) IN
BETWEEN STUD,
SEE STRUCT'L FOR ADD.L INFO.
EXTERIOR 7/8" STUCCO
OVER 2 LAYERS OF GRADE
"D" BUILDING PAPER O/ WIRE
MESH O/ 2x STUD WALL 1/2" GYP. BD.
STRUCURAL
SHEATHING AS REQUIRED
2 X 6 WD. STUD @ 16" O.C.
W/ INSULATION (PER T24) IN
BETWEEN STUD,
SEE STRUCT'L FOR ADD.L INFO.
EXTERIOR SIDING
ICC ESR-2290
OVER 2 LAYERS OF GRADE
"D" BUILDING PAPER
O/ 2x STUD WALL
1/2" GYP. BD.
STRUCURAL
SHEATHING AS REQUIRED
AD-1
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
ARCH.
DETAILS
2
EXT.DOOR SILL
EXT.DOOR HEAD
EXT.DOOR JAMB
TYP.WINDOW HEAD
TYP.WINDOW JAMB
TYP.WINDOW SILL
12"
12"
12"
DOOR PER PLAN
2X FRMG.
TWO LAYERS"60 MINUTE"GRADE"D"BUILDING PAPER O/12"VAPOR BARRIER
DOOR PER PLAN
MOLD PER MFG.
"PEMKO"157D THRESHOLD OR EQUAL
GYP.BD.
BATT INSUL.
EXT.PLASTER O/CORROSION RESISTANT METAL LATH
(REF.EXT.ELEV'S)
PLYWOOD SHEATHING WHERE OCCURS
BOT.OF HEADER
SHIM SPACE
MOLD PER MFG.
BATT INSUL.
GYP.BD.
4X HEADER PER STRUCT.DRWGS.
26 GA G.IFLASHING W/DRIP EDGE
EXT.PLASTER O/CORROSION RESISTANT METAL LATH
PLYWOOD SHEATHING WHERE OCCURS
BOT.OF HEADER
(REF.EXT.ELEV'S)
SHIM SPACE
2X FRMG.
BATT INSUL.
GYP.BD.TWO LAYERS"60 MINUTE"GRADE"D"BUILDING PAPER O/12"VAPOR BARRIER
CONT SEALANT
FINISH FLOOR
(REF.EXT.ELEV'S)
DOOR PER PLAN
FINISH FLOOR MATERIAL
SILL EXTENSION BLKG.BY DOOR MFG
DEPRESS EXT.CONC.PAD FOR MASONRT
RO
U
G
H
O
P
E
N
I
N
G
CONCRETE PAD
FIN.WHERE OCCURS(REF.LANDSCAPE DRWGS.)
CONCRETE SLAB
BOT.OF HEADER
"PEMKO"209DV DOOR SHOE OR EQUAL
MINERAL IMPREGNATED
FIBER EXPANSION STRIP
2X FRMG.EXT.PLASTER O/CORROSION RESISTANT METAL LATH
TWO LAYERS"60 MINUTE"GRADE"D"BUILDING PAPER O/12"VAPOR BARRIER
BATT INSUL.
PLYWOOD SHEATHING WHERE OCCURS
BOT.OF HEADER
(REF.EXT.ELEV'S)
EXT.PLASTER O/CORROSION RESISTANT METAL LATH
(REF.EXT.ELEV'S)
BATT INSUL.
GYP.BD.
CONT SEALANT
SILL DETAILS WINDOW
EXT.PLASTER O/CORROSION RESISTANT METAL LATH
PLYWOOD SHEATHING WHERE OCCURS
SHIM SPACE
(REF.EXT.ELEV'S)
WOOD WINDOW PER PLAN
2X FRMG.
GYP.BD.TWO LAYERS"60 MINUTE"GRADE"D"BUILDING PAPER O/12"VAPOR BARRIER
WINDOW CASING
PER OWNERCONT SEALANT
RO
U
G
H
O
P
E
N
I
N
G
PLYWOOD SHEATHING WHERE OCCURS
BOT.OF HEADER
SHIM SPACE
WOOD WINDOW PER PLAN
PER OWNER
2X FRMG.
WINDOW CASING
TWO LAYERS"60 MINUTE"GRADE"D"BUILDING PAPER O/12"VAPOR BARRIER
RO
U
G
H
O
P
E
N
I
N
G
SILL DETAILS WINDOW
FLASHING TAPE
OVER FLANGE
FLASHING
TAPE OVER
HEAD FLANGE
FOLD DOWN FLAP AND
TAPE OVER
20 15 10 5
12116116
22 17 12 7 2
23 18 13 8 3
24 19 14 9 4
TANKLESS WATER HEATER DETAIL
25
N.T.S.
N.T.S.N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.N.T.S.
N.T.S.
N.T.S.
N.T.S.N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
6" TO 12"(VARIES
W/MANUFACTURER)
30" WIDE WORK G
PLATFORM
ALONG ENTIRE
CONTROL SIDE
OF F.A.U.
30" MIN. HT. IN
FRONT OF F.A.U.
LIGHT
DORMER
RAFTERS 8" TO 12" (VARIES
W/MANUFACTURER)
ALL AIR WILL BE
FROM OUTSIDE
CEILING JOISTS 1"
ATTIC
FURNACE
TYP.DOOR FLASHING DETAIL
WINDOW OR
VENT
1"
T
Y
P
.
1" TYP.
INSTALL SIDE FLASHING LAP
INSTALL SILL FLASHING
INSTALL FRAME WITH NAILING
INSTALL HEAD FLASHING ON CONT. SEALANT BED OVER NAILING FLANGE12" SISALKRAFT FLASHING TYP.
FLANGE ON CONT. SEALANT BED.
OVER SILL FLASHING
INSTALL SIDE FLASHING LAP
OVER SILL FLASHING
INSTALL BUILDING FELT UNDER SILL
FLASHING AND OVER SIDE AND
HEAD FLASHING
FASTEN TOP EDGE ONLY
TYP.WINDOW FLASHING DETAIL
7
3
/
4
"
M
A
X
1/4" FOOT MAX
2%
2
1
DOOR (SEE DOOR
SCHEDULE)
DOOR SWING
DECERATION
1/4" MAX
DOOR SWING
DECERATION
1/4" MAX
DOOR (SEE DOOR
SCHEDULE)
2
1
THRESHOLD & EXTE. LANDING DETAIL
CL
16
"
M
I
N
.
C
L
R
16
"
M
I
N
.
C
L
R
24" MIN.
CLR
STATE APPROVER
WATER CLOSET
TYP. TOILET SPACE DETAIL
32" MIN. CLR
32
"
M
I
N
.
C
L
R
Ø30" MIN.
TEMPERED, SHATTER-PROOF ENCLOSURE,
PROVIDE TEMPERED SELF CLOSING DOOR.
NOTES:
PROVIDE MOISTURE RESISTANT GREEN BOARD AT ALL TUB SHOWER AND SHOWER ENCLOSER.
TO CEILING
MAX. TEMPERARTURE OF 120 DEGREE TO BE APPROVED BY THE USE OF PRESURE
BALANCE OF THERMOSTATIC MIXING VALVES. 9 PC 410.7)
A 72" HIGH NON-ABSORBENT WALL SUREACE IN BATHTUB AND SHOWER COMPAR TMENT.
TYP. SHOWER SPACE DETAIL
G
A
A
PLUG COCK
G. SUPPLY
6" LONG DIRT LEG
SIM.
LOWER BRACKET
UNION (TYP.)
TANKLESS
WATER HEATER
CHECK
VALVE (TYP.)
4" GAS EXHAUST,
HIDDEN IN THE WALL
THERMOMETER
SHUT-OFF
VALVE(TYP.)
HW TO FIXTURE
CW SUPPLY
UPPER BRACKET
PRESSURE ONLY
RELIEF VALVE
(SEE NOTE #2)
ASECTION
2X BLAK'G
WASHER
(4) 1/4"X 2-1/2" GLAV.
PHILIPS HEAD SCREW
BUILT-IN ANCHOR
BRACKET
1"
1" CLEARANCE IS REQUIRED BETWEEN
BACK OF WATER HEATER UNIT AND
COMBUSTIBLE SURFACE.
PRESSURE RELIEF VALVE SHALL
CONFORM TO ANSI Z21.22 VALVE
DISCHARGE MUST BE DIRECTED TO
EXTERIOR & END 6" MIN. 24"
MAX.ABOVE GRADE.
NOTES:
a.
b.
18
"
M
I
N
.
FINISH GROUND
ATTIC FURNACE DETAIL
AD-2
RE
B
U
I
L
D
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
X
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
ARCH.
DETAILS
EM-1
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
RE
B
U
I
L
D
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
EXTERIOR
X
MATERIAL
MANUFACTURER: FEATHER RIVER DOORS
SIZE: 36"x9'
COLOR: WOOD AND GLASS
TYPE: SIDE LITES AND
ONE DOOR PANEL
GLASS STYLE: CLEAR GLASS
1 N.T.S.ENTRY DOOR
MANUFACTURER: BORAL
TYPE: DURALITE SAXONY SHAKE 600/700 ,
FIRE RATING: CLASS A
COLOR: STONE MOUNTAIN
5 N.T.S.ROOF TILE
ACCENT BUILDINS STAIN:
MANUFACTURER: BEHR
COLOR: ADIRONDACK BLUE N480-5M
6 N.T.S.TRIM OF EXTERIOR PAINT 01
7 N.T.S.EXTERIOR WALL LANTERN
MANUFACTURER: PRIMELINX
TYPE: PRIMED BOARD
SIZE:1"x 4"x 8'
COLOR: White
8 N.T.S.WINDOW TRIM MOLDING
2 N.T.S.
MANUFACTURER: MERLEX STUCCO, INC.
4 N.T.S.BODY OF STUCCO
3 N.T.S.
9 N.T.S.
MANUFACTURER: PELLA WINDOW
TYPE:SLIDING
STYLE:CONTEMPORARY & MODEN
CLASS: Low-E,
COLOR: BLACK
MANUFACTURER: JOHN TIMBERLAND
STYLE: CONTEMPORARY
COLLECTION: TITAN 17" HIGH MYSTIC
COLOR: BLACK
TYPE:
PORTLAND CEMENT BASED
PIGMENTED CEMENTITIOUS FINISH
FOR EXTERIOR SURFACES
COLOR: CRYSTAL WHITE 50(79) BASE 100
MANUFACTURER: ANDERSON STONE
TYPE: PANELS
STYLE: OL-WORLD
COLOR: BROWN BASE WITH GREY,
SANDSTONE, MAROON,
AND NEUTRAL STONES
THICKNESS: AVERAGES 11/16"
WEIGHT PER S.F.:
APPROXIMATELY 6 IBS
10 N.T.S.VENEER STONEL PANEL
11 N.T.S.
12
MANUFACTURER: JAMES HARDIE
STYLE: CONTEMPORARY
TEXTURE: SMOOTH
COLOR: EVENING BLUE
HARDIE BOARDS
ACCENT BUILDINS STAIN:
MANUFACTURER: BEHR
COLOR: NATURAL TWINE S310-3M
TRIM OF EXTERIOR PAINT 02
Scale: N.T.S.
PROPOSED SOUTHWEST VIEW
Scale: N.T.S.
PROPOSED REAR VIEW
RENDRING
MAP
14
3
6
C
A
R
M
E
L
I
T
A
P
L
,
A
R
C
A
D
I
A
,
RE
BU
IL
D
CA
9
1
0
0
6
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn ALAN
Date 05/30/25
DATE NO.
THESE DRAWINGS AND SPECIFICATIONS,
IDEAS, DESIGNS AND ARRANGEMENTS
ARE, AND SHALL REMAIN, THE PROPERTY
OF 168CAD NO PART SHALL BE COPIED,
REPRODUCED OR OTHERWISE USED,
DIRECTLY OR INDIRECTLY, IN WHOLE OR IN
PART, IN CONNECTION WITH ANY OTHER
WORK OR PROJECT WITHOUT THE WRITTEN
CONSENT OF 168CAD VISUAL CONTACT
WITH THESE DRAWINGS AND/OR
SPECIFICATIONS SHALL CONSTITUTE A
PRIMA FACIE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
135 SOUTH STATE COLLEGE SUITE
200,BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
www.168CAD.net
C
THE OWNER HAS CHECKED
THE PLAN AND CONFIRMED
THAT THE PLAN IS CORRECT
DATE________________________
X
RD-1