HomeMy WebLinkAboutApproved PlansWI
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LAUREL AVENUECL
96
ALLEY CL
(E) 1 STORY
SINGLE FAMILY
RESIDENTIAL
1182 S.F.
10'-1"
24
'
-
6
"
11'-6"
20
'
-
1
0
"
15'-0"
10'-0"
36
'
-
6
"
26
'
-
2
"
24
'
-
1
1
"
42'-2"3'-7"10'-1"10'-0"
3'
-
3
"
6'-9"
17'-9"
14
'
-
6
"
15
'
-
6
"
20'-0"
ON SAME DWG. FOR DESCRIPTION
KEY NOTE, REFER TO LISTING
DRAWING WHERE ELEVATION IS DRAWN
INTERIOR OR EXTERIOR ELEVATION
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
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. 577-2015-012
YEAR BUILT 1939
ZONING R-1
OCCUPANCY GROUP: R-3/U
CONSTRUCTION TYPE: V-B
LOT SIZE 7090 S.F.
(E) FLOOR AREA 1182 S.F.
(E) GARAGE 715 S.F.
(E) PORCH 172 S.F.
PROPOSED :
STYLE: RANCH STYLE MATCH EXISTING HOUSE
(N) ADDED AREA : 908 S.F.
MAX LOT COVERAGE: LOT X 0.45 = 3190.5 S.F.
MAX F.A.R.:3403 S.F.
PROPOSED LOT COVERAGE=1182+908+715+172=2977 S.F.
PROPOSED F.A.R.= 1182+908 +715-450 =2355 S.F.
ON SAME DWG. FOR DESCRIPTION
KEY NOTE, REFER TO LISTING
WALL SECTION NUMBER
DRAWING WHERE SECTION IS DRAWN
REVISION CALLOUT
SITE PLAN &
COVER SHEET
N
WINDOW SYMBOL
DOOR NUMBER
PHOTOGRAPH DIAGRAMS
IRIS CHAU
17793 NEFF RANCH RD ,
YORBA LINDA , CA 92886
(626)-632-0539
CONSULTANT INFOR.
PROJECT DATA
SCOPE OF WORK
SHEET INDEX
SYMBOL LEGEND
ABBREVATIONS
SPECIFICATION
LEGEND
W WATER METER
G GAS METER
P POWER POLE
S SEWER
D DOWN SPOUT
E ELECTRICAL METER
DETAIL NUMBER
DRAWING WHERE DETAIL IS DRAWN
A/C AIR CONDITION
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 BUILDING
DESIGN MUST BE NOTIFIED. CONTRACTOR OR PERSON CONDUCTING WORK
SHOULD NOTIFY 168CAD BUILDING DESIGN IF ANY DISCREPANCY OCCURS
DURING CONSTRUCTION. 168CAD BUILDING 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:
2019 CBC.
2019 CMC
2019 CPC
2019 CEC
2019 T-24
2020 LA COUNTY CRC
AND ALL CITY AND COUNTY LAWS AND ORDINANCES.
18. ADDITIONAL MECHANICAL, ELECTRICAL AND PLUMBING PERMITS SHALL BE
OBTAINED AS REQUIRED.
GENERAL NOTES
SCALE: 3/32 " = 1'- 0"
EXISTING SITE PLAN
MAIN HOUSE:
1. ADDITION LIVING AREA 908 SF,
2. REMOVE (E) SWING POOL
3. THE EXISTING RAISED FLOOR WAS CUT AWAY TO BECOME A
CONCRETE SLAB FLOOR.
4. THE TWO-SLOPE ROOF (1182 SF) OF THE EXISTING HOUSE WAS
CHANGED TO A FOUR-SLOPE ROOF.
SITE
OWNER
NAME
ADDRESS
PHONE
VICINITY MAP
DESIGNER / CONTACT
NAME
ADDRESS
PHONE
XINWEN ZHANG
139 LAUREL AVENUE,
ARCADIA, CA 91006
(626)-353-5566
1
(E) BLOCK WALL H:6'-0" 2
SHEET TITLE
Sheet
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REVISIONS
of Sheet
Drawn JASON
Date 01/25/2025
DATE NO.
THESE DRAWINGS, SPECIFICATIONS,
CONCEPTS, DESIGNS, AND LAYOUTS ARE
THE EXCLUSIVE PROPERTY OF 168CAD AND
SHALL REMAIN UNDER ITS OWNERSHIP AT
ALL TIMES. NO PART OF THESE MATERIALS
MAY BE COPIED, REPRODUCED, OR
OTHERWISE USED, DIRECTLY OR
INDIRECTLY, IN CONNECTION WITH ANY
OTHER WORK OR PROJECT, WHETHER IN
WHOLE OR IN PART, WITHOUT THE PRIOR
WRITTEN CONSENT OF 168CAD. VIEWING OR
ACCESSING THESE DRAWINGS AND/OR
SPECIFICATIONS CONSTITUTES PRIMA FACIE
EVIDENCE OF ACCEPTANCE OF THE ABOVE
RESTRICTIONS.
1
135 SOUTH STATE COLLEGE, #200,
BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
THE CLIENT HAS THOROUGHLY
REVIEWED THE DRAWINGS AND
HEREBY CERTIFIES THAT THEY
ARE ACCURATE AND FREE OF
ANY ISSUES..
SIGNATURE___________________
03-23-2025
168CAD
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W
A/C
F FIRE HYDRANT
E
(N) PLANT ITALIAN CYPRESS ALONG THE EASTERN PROPERTY LINE TO PROVIDE
SHIELDED SINGLE STORY SINGLE FAMILY RESIDENCES FOR ADJACENT
BUILDINGS.
A-0.1 COVER SHEET, EXISTING SITE PLAN ,
A-0.2 PROPOSED SITE PLAN
A-2. PROPOSED FLOOR PLAN
A-3.1 PROPOSED ELEVATION
A-3.2 PROPOSED ELEVATION
A-4. (E) FLOOR PLAN & DEMOLITION PLAN, (N) ROOF PLAN
EM-1 EXTERIOR MATERIAL
A-0.1
1
1
1
WIGWAM AVENUECL
LA
U
R
E
L
A
V
E
N
U
E
CL
30'
30
'
N
8
9
°
5
9
'
3
5
"
E
55
.
8
4
'
N
8
9
°
5
9
'
3
6
"
E
55
.
8
5
'
N 00°01'39" E 126.95'
N 00°02'00" E 126.95'
(530.64)
(532.01)(531.60)(531.42)
(531.51)
(530.90)
(531.20)
(533.72)
(533.22)(533.41)
TC(533.95)FL(533.54)
(534.08)(5
3
3
.
8
8
)
(5
3
3
.
8
8
)
(5
3
3
.
9
6
)
(5
3
3
.
5
7
)
(5
3
3
.
4
8
)
(5
3
3
.
6
8
)
(533.03)
(533.02)(533.21)
(533.19)
(533.03)
(532.20)
(530.65)
(530.51)
(530.07)
(530.38)
(531.03)(533.64)
(534.10)
(530.43)
(532.67)
(532.52)
(533.20)
(532.61)
(532.54)(532.50)
(532.51)
(532.65)(533.16)
(532.90)(533.04)(533.96)
(532.88)
(533.12)
(533.53)
(533.56)
(533.11)
(533.11)
(533.65)
(533.17)
(532.62)
(532.62)
(532.64)
(532.65)
(532.62)(532.64)
(533.07)
(532.56)(532.13)
(532.45)(532.47)
(533.68)
(532.97)
(532.48)
(532.69)(531.87)(532.49)(533.11)(533.66)
(533.82)(533.65)(533.51)
(534.10)
(532.16)
(533.44)
(533.22)
(533.21)
(533.12)(533.69)
(533.39)
(533.37)(533.53)
(533.65)
(532.32)(531.86)(531.84)(531.86)(531.87)(531.87)
(531.75)(531.78)(531.84)(531.88)(531.66)(531.70)(531.96)
(532.74)
(533.62)
(533.36)
(530.99)
(531.27)
12"Ø
15"Ø6"Ø5"Ø
3"Ø
PP
EX. STRUCTURE
EX. STRUCTURE
FF
FF FF
6"Ø
6"Ø
6"Ø
W/M
G/M
W/M
EX. POOL
V GUTTER
ST. SIGN
DWAY
PATIO
PATIO
PATIO
5'H CBW
4'H WF
WF
WF
CBW
IFIF
5'H CBW 6'H CBW
4'H CF
6'H WF
GATE
5'H CBW
TC(533.58)
FL(533.11)TC(531.35)
FL(531.09)
TC(530.80)
FL(530.41)
TC(530.42)
FL(530.06)POWER LINE
8'
AL
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CL 13
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T-1
ARCHITECTURAL SURVEY MAP
LEGAL DESCRIPTION:
LOT 11 OF BLOCK "G" TRACT MAP NO. 7723, IN THE CITY OF ARCADIA,
COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP
RECORDED IN BOOK 93, PAGE 41 OF MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY.
APN: 5772-015-012
PROPERTY SIZE: 7,089.20 S.F. (GROSS & NET)
BASIS OF BEARINGS:
CENTERLINE OF LAUREL AVE. N 89°59'36" E
PER TRACT NO. 24286, M.B. 761/70-71.
BENCHMARK:
CITY B.M. NO. 357
WIGWAM AVE. & LAUREL AVE. NORTHEAST
CURB RETURN, 5' NORTH.
ELEVATION: 531.25'
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 SHOULD BE EXAMINED 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 ARE PLOTTED PER PRELIMINARY TITLE REPORT
ORDER NO. 112500456-JT, DATED 12-30-2024. NO EASEMENT
WAS MENTIONED IN SAID REPORT.
: 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
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LAUREL AVENUECL
96
ALLEY CL
(E) 1 STORY
SINGLE FAMILY
RESIDENTIAL
1182 S.F.
(N) ADD
908 S.F.
4'
-
4
"
10'-1"
4'-9"
24
'
-
6
"
11'-6"
20
'
-
1
0
"
15'-0"
10'-0"
8'
-
9
"
26
'
-
2
"
6'-0"
20'-3"
25
'
-
0
"
42'-2"3'-7"10'-1"10'-0"
20'-4"
5'
-
5
"
15
'
-
7
"
3'
-
3
"
6'-9"
17'-9"
14
'
-
6
"
15
'
-
6
"
20'-0"
(E) PORCH 172 SF
3'-10"
37
'
-
4
"
PROPOSED
SITE PLAN &
SHEET TITLE
Sheet
PR
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REVISIONS
of Sheet
Drawn JASON
Date 01/25/2025
DATE NO.
THESE DRAWINGS, SPECIFICATIONS,
CONCEPTS, DESIGNS, AND LAYOUTS ARE
THE EXCLUSIVE PROPERTY OF 168CAD AND
SHALL REMAIN UNDER ITS OWNERSHIP AT
ALL TIMES. NO PART OF THESE MATERIALS
MAY BE COPIED, REPRODUCED, OR
OTHERWISE USED, DIRECTLY OR
INDIRECTLY, IN CONNECTION WITH ANY
OTHER WORK OR PROJECT, WHETHER IN
WHOLE OR IN PART, WITHOUT THE PRIOR
WRITTEN CONSENT OF 168CAD. VIEWING OR
ACCESSING THESE DRAWINGS AND/OR
SPECIFICATIONS CONSTITUTES PRIMA FACIE
EVIDENCE OF ACCEPTANCE OF THE ABOVE
RESTRICTIONS.
1
135 SOUTH STATE COLLEGE, #200,
BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
THE CLIENT HAS THOROUGHLY
REVIEWED THE DRAWINGS AND
HEREBY CERTIFIES THAT THEY
ARE ACCURATE AND FREE OF
ANY ISSUES..
SIGNATURE___________________
03-23-2025
168CAD
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SCALE: 3/32 " = 1'- 0"
PROPOSED SITE PLAN
1
1
1
1
KEY LOCKSWINGWOOD
KEY
D1
D2
W H
DIMENSION
5'-4" 6'-8"
2'-8" 6'-8"
TYPE MATERIAL HARDWARE
NEW DOOR SCHEDULE
NOTES:
TEMPERED GLASS TYP. SAFETY GLAZING SHALL BE IN CONFORMANCE WITH THE APPLICABLE L.A.C.R.C. ALL
EXTERIOR DOORS SHALL BE 1-3/8"(MIN) WITH TEMPERED GLASS U.N.O.
LOW E, INSULATEDVINYL
KEY
W1
W2
W H
DIMENSION
3'-0"
TYPE FRAME MATERIAL
NEW WINDOW SCHEDULE
NOTES: SHGC 0.22 , U FACTORY 0.3
VINYL LOW E, INSULATED
W3 3'-0" 3'-0"
4'-0"
VINYL LOW E, INSULATED
SWING WOOD PRIVACY LOCK
DACB
FIXED FIXED
WINDOW TYPE
WIDTH
HE
I
G
H
T
HE
I
G
H
T
HE
I
G
H
T
HE
I
G
H
T
WIDTH WIDTH WIDTH
SEE EXTERIOR ELEVATIONS
FOR NUMBER OF GRIDS
3'-0" 1'-6"
W4
A
VINYL LOW E, INSULATED
A
A4'-0" 4'-0"
D3 5'-0" 6'-8"
LOUVER WOOD PRIVACY LOCK
W5 VINYL LOW E, INSULATEDA5'-0" 4'-0"
W6 VINYL LOW E, INSULATEDA6'-0" 4'-0"
D4 SLIDING GLASS/TEMPE6'-0" 6'-8"
W7 VINYL LOW E, INSULATEDA3'-0" 4'-0"
5'-9"
(N) KITCHEN
(N) LIVING
(N) BATH 1
(N) OFFICE
(N) BEDROOM 1
D1
D2
D2
15'-0"
31
'
-
8
"
64
'
-
8
"
6'
-
4
"
12
'
-
0
"
5'
-
8
"
10
'
-
4
"
RE
F
.
SP
A
C
E
W2
W4
W5
(E) PORCH
W6
W4
15'-0"
(N) DINING
42'-2"
8'
-
0
"
2'-6"3'-6"2'-0"
4'
-
6
"
3'
-
6
"
W1
2'-0"
(N
)
C
.
L
.
17
S
.
F
.
D2
(N) BEDROOM 2
(N) CL.
19 S.F.
8' WIDE X 5' HI. OPENING
3' HI. WALL AT BOTTOM
7'TO 8' ARCH AT TOP
7'
T
O
8
'
A
R
C
H
O
P
E
N
N
I
N
G
2'-4"1'-6"9'-6"1'-6"
1'
-
6
"
8'
-
0
"
1'
-
6
"
10
'
-
8
"
3'
-
8
"
5'
-
8
"
3'
-
8
"
12'-0"
(N
)
W
I
N
E
12
S
.
F
.
7' TO 8' ARCH OPENNING
D2
1'-6"9'-2"1'-10"
2'-8"
8"
8"
8"
2'
-
0
"
6'-8"2'-2"
5'
-
1
0
"
5'
-
8
"
2'
-
4
"
W4
REMOVE CHIMNEY ，
KEEP 20' SETBACK
5'
-
6
"
(N) LAUNDRY
32 S.F.
4'-4"
4'
-
0
"
W
/
D
12'-2"
11
'
-
0
"
(N) BATH 3
D2
5'
-
0
"
D2
5'
-
0
"
(N) BATH 2
(N) BATH 4
D2
D2
(N) BEDROOM 3(N) BEDROOM 4
D2
(N) C
3'-9"
5'
-
6
"
6'
-
0
"
9'
-
6
"
15
'
-
6
"
17
'
-
6
"
29'-6"
12'-5"3'-0"14'-1"
12
'
-
0
"
5'
-
0
"
3'-3"
10'-4"3'-3"
12'-0"
11'-10"
D2
W8
W5W5
W2
W2
W2
A
W3
W7W7
D 3
D 4
PRIVACY LOCK
D 5
D5 SLIDING5'-0" 6'-8"PRIVACY LOCKWOOD
D5
D 5
2'-10"5'-4"7'-11"10'-6"
2'
-
8
"
5'
-
0
"
12
'
-
0
"
2'-2"
8'
-
0
"
8'-8"
(N) C
4'-0"5'-0"
33
'
-
0
"
10'-0"
(N) LANDING
4'
-
0
"
4'
-
6
"
D 6
D 6
D6 SLIDING6'-0" 6'-8"PRIVACY LOCKWOOD
W8 VINYL LOW E, INSULATEDB3'-0" 5'-0"
PROPOSED
FLOOR PLANS
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn JASON
Date 01/25/2025
DATE NO.
THESE DRAWINGS, SPECIFICATIONS,
CONCEPTS, DESIGNS, AND LAYOUTS ARE
THE EXCLUSIVE PROPERTY OF 168CAD AND
SHALL REMAIN UNDER ITS OWNERSHIP AT
ALL TIMES. NO PART OF THESE MATERIALS
MAY BE COPIED, REPRODUCED, OR
OTHERWISE USED, DIRECTLY OR
INDIRECTLY, IN CONNECTION WITH ANY
OTHER WORK OR PROJECT, WHETHER IN
WHOLE OR IN PART, WITHOUT THE PRIOR
WRITTEN CONSENT OF 168CAD. VIEWING OR
ACCESSING THESE DRAWINGS AND/OR
SPECIFICATIONS CONSTITUTES PRIMA FACIE
EVIDENCE OF ACCEPTANCE OF THE ABOVE
RESTRICTIONS.
1
135 SOUTH STATE COLLEGE, #200,
BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
THE CLIENT HAS THOROUGHLY
REVIEWED THE DRAWINGS AND
HEREBY CERTIFIES THAT THEY
ARE ACCURATE AND FREE OF
ANY ISSUES..
SIGNATURE___________________
03-23-2025
168CAD
RO
O
M
A
D
D
I
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I
O
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13
9
L
A
U
R
E
L
A
V
E
N
U
E
,
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
PROPOSED 1ST FLOOR PLAN
SCALE: 1/4 " = 1'- 0"
N
WALL LEGEND
EXISTING WALLS TO REMAIN
NEW WALLS PER STRUCTURAL PLAN
EXISTING WALL TO BE REMOVED
A-2
2'-0"
2'
-
0
"
4:12 4:12
4:
1
2
4:124:12
4:
1
2
2'
-
0
"
32'-7"
37
'
-
0
"
(E) BEDROOM 1
(E) BEDROOM 2
(E) CL.
(E) CL.
(E) LIVING ROOM
(E) KITCHEN
(E) GYM.
(E) BATH 2
(E) BATH 1
9'-10"
5'-1"4'-9"
1'-1"6'-0"2'-0"8'-0"1'-0"8'-2"6'-1"
15
'
-
4
"
3'
-
4
"
6'
-
4
"
12
'
-
0
"
9'-7"
15'-8"6'-3"
27
'
-
6
"
10'-8"
5'
-
6
"
9'
-
8
"
17
'
-
1
0
"
1'
-
4
"
4'
-
0
"
5'
-
6
"
(E) WALLS TO REMAIN
DEMOLISH WALLS
WALL LEGEND
5'
-
4
"
32'-4"
(E) PATIO TO BE REMOVE
13'-7"
EXISTING EXTERIOR WALLS: 158'-4"
EXISTING EXTERIOR WALLS TO BE DEMOLISHED: 28'-2"
28'-2"/158'-4" =27.7% < 55%
(E) PORCH TO BE REMOVE
178 S.F.
(N) WALLS
DEMOLITION CALCULATION
1. EXISTING PERIMETER = 158'-4"
2. REMOVE = 28'-2"
3. PRESERVED WALLS = 130'-2"
4. DEMOLITION/TOTAL PERIMETER = 130'-2" / 158'-4" = 82.3%
27
'
-
6
"
(E) FLOOR PLAN
(N) ROOF PLAN
SHEET TITLE
Sheet
PR
O
J
E
C
T
N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn JASON
Date 01/25/2025
DATE NO.
THESE DRAWINGS, SPECIFICATIONS,
CONCEPTS, DESIGNS, AND LAYOUTS ARE
THE EXCLUSIVE PROPERTY OF 168CAD AND
SHALL REMAIN UNDER ITS OWNERSHIP AT
ALL TIMES. NO PART OF THESE MATERIALS
MAY BE COPIED, REPRODUCED, OR
OTHERWISE USED, DIRECTLY OR
INDIRECTLY, IN CONNECTION WITH ANY
OTHER WORK OR PROJECT, WHETHER IN
WHOLE OR IN PART, WITHOUT THE PRIOR
WRITTEN CONSENT OF 168CAD. VIEWING OR
ACCESSING THESE DRAWINGS AND/OR
SPECIFICATIONS CONSTITUTES PRIMA FACIE
EVIDENCE OF ACCEPTANCE OF THE ABOVE
RESTRICTIONS.
1
135 SOUTH STATE COLLEGE, #200,
BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
THE CLIENT HAS THOROUGHLY
REVIEWED THE DRAWINGS AND
HEREBY CERTIFIES THAT THEY
ARE ACCURATE AND FREE OF
ANY ISSUES..
SIGNATURE___________________
03-23-2025
168CAD
RO
O
M
A
D
D
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I
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13
9
L
A
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L
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AR
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9
1
0
0
6
(E) FLOOR PLAN & DEMOLITION PLAN
SCALE: 1/8 " = 1'- 0"
N
PROPOSED ROOF PLAN
SCALE: 1/8 " = 1'- 0"PITCH 12:4
N A-4
EM-1
EXTERIOR
MATERIAL
MANUFACTURER: GREATVIEW DOORS
SIZE: 64"x80"
COLOR: WOOD
TYPE: DOUBLE BORE
1 N.T.S.ENTRY DOOR5N.T.S.ROOF SHINGLES
ACCENT BUILDINS STAIN:
MANUFACTURER: BEHR
COLOR: ULTRA PURE WHITE
6 N.T.S.TRIM OF EXTERIOR PAINT 01
7 N.T.S.EXTERIOR WALL LANTERN
8 N.T.S.
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:SINGLE HUNG
STYLE:CONTEMPORARY & MODEN
CLASS: Low-E,
COLOR: WHITE
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
10 N.T.S.
11 N.T.S.
12 N.T.S.PERVIOUS PAVER
13 N.T.S.
14 N.T.S.
SHEET TITLE
Sheet
PR
O
J
E
C
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N
A
M
E
&
A
D
D
R
E
S
S
REVISIONS
of Sheet
Drawn JASON
Date 01/25/2025
DATE NO.
THESE DRAWINGS, SPECIFICATIONS,
CONCEPTS, DESIGNS, AND LAYOUTS ARE
THE EXCLUSIVE PROPERTY OF 168CAD AND
SHALL REMAIN UNDER ITS OWNERSHIP AT
ALL TIMES. NO PART OF THESE MATERIALS
MAY BE COPIED, REPRODUCED, OR
OTHERWISE USED, DIRECTLY OR
INDIRECTLY, IN CONNECTION WITH ANY
OTHER WORK OR PROJECT, WHETHER IN
WHOLE OR IN PART, WITHOUT THE PRIOR
WRITTEN CONSENT OF 168CAD. VIEWING OR
ACCESSING THESE DRAWINGS AND/OR
SPECIFICATIONS CONSTITUTES PRIMA FACIE
EVIDENCE OF ACCEPTANCE OF THE ABOVE
RESTRICTIONS.
1
135 SOUTH STATE COLLEGE, #200,
BREA,CA,92821
168cad@gmail.com
Tel: (626) 899-6108
THE CLIENT HAS THOROUGHLY
REVIEWED THE DRAWINGS AND
HEREBY CERTIFIES THAT THEY
ARE ACCURATE AND FREE OF
ANY ISSUES..
SIGNATURE___________________
03-23-2025
168CAD
RO
O
M
A
D
D
I
T
I
O
N
13
9
L
A
U
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L
A
V
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N
U
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,
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1
MANUFACTURER: MP DOORS
SIZE: 64"x80"
COLOR: WHITE
TYPE: SLIDING PATIO DOOR
SLIDING DOOR
WINDOW SHUTTERS
MANUFACTURER: PLY GEM
SIZE: CUSTOM
COLOR: BLACK
TYPE: RECTANGULAR
MANUFACTURER: EAGLE
TYPE: EAGLE ROOF TILE
FIRE RATING: Class A
COLOR: 4743 COCOA RANGE