HomeMy WebLinkAboutPlansEXISTING
ONE-STORY
FRONT HOUSE
APPROX. 2,187 SF
2417
EXISTING
POOL HOUSE
ADU
873 SF
2417B
EXISTING
SECOND HOUSE REMODEL & ADDITION
EXISTING FLOOR AREA: 1,022 S.F.
FLOOR AREA TO DEMOLISHED: - 214 S.F.
HOUSE ADDITION: + 206 S.F.
TOTAL FLOOR AREA: 1,014 S.F.
2419
NEW
FRONT PORCH
APPROX. 227 SF
NEW
RACKET BALL
SPORTS COURT
APPROX. 44'X20' SF
SHEET INDEX
PROJECT SUMMARY
ADDRESS:2419 2ND AVENUE ARCADIA, CA 91006
APN:5789-019-017
TRACT # 9995 W 168.84 FT OF E 180.84 FT OF LOT 2LEGAL DESCRIPTION:
ZONING:R-1
TOTAL LOT AREA:16,900 S.F.
PROJECT CONTACT
PROJECT DESCRIPTION
OWNER:
MARCUS
2417 2ND AVENUE
ARCADIA, CA 91006
TEL: 909.569.3737
MAXIMUM BUILDING HEIGHT:
PARKING STALLS REQUIRED:2 COVERED
PARKING DATA:
PARKING STALLS PROVIDED:
APPLICABLE CODES
2 COVERED
NUMBER OF DWELLING UNITS:THREE
2023 CALIFORNIA BUILDING CODE - TILE 24, PART 2
2023 CALIFORNIA RESIDENTIAL CODE - TITLE 24, PART 2.5
2023 CALIFORNIA ELECTRICAL CODE - TITLE 24, PART 3
2023 CALIFORNIA MECHANICAL CODE - TITLE 24, PART 4
2023 CALIFORNIA PLUMBING CODE - TITLE 24, PART 5
2022 CALIFORNIA ENERGY CODE - TITLE 24, PART 6
VICINITY MAP
SITE
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
AHJ STAMP APPROVAL
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SHEET DESCRIPTION
ARCHITECTURAL
T-1.0 COVER SHEET, PROJECT SUMMARY, GEN. NOTES, CONTACT,
ABBREVIATIONS & SYMBOLS
A-1.0 EXISTING DEMO / PROPOSED SITE PLAN
A-2.0 EXISTING GROUND FLOOR DEMOLITION PLAN & PROPOSED
GROUND FLOOR REMODEL / ADDITION PLAN
A-2.1 EXISTING & PROPOSED ROOF PLAN
A-3.0 EXISTING & PROPOSED BUILDING ELEVATIONS
A-4.0 BUILDING SECTION
SYMBOLSABBREVIATIONS
2419 2ND AVENUE
ARCADIA, CA 91006
2023 CALIFORNIA FIRE CODE
CALGREEN CODE COMPLIANCE
PROJECTS REQUIRING CALGREEN CODE COMPLIANCE MUST RECYCLE
AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE
NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN
ACCORDANCE WITH THE CALGREEN CODE SECTIONS 4.408.1 AND 5.408.1.
SEPARATE PERMIT
DEFERRED SUBMITTAL
GENERAL NOTES
COVER SHEET, PROJECT
SUMMARY, GEN. NOTES,
CONTACT, ABBREVIATIONS
& SYMBOLS
T - 1.0
ARCHITECT:
ERIC TSANG ARCHITECTS
440 E. HUNTINGTON DR #323,
ARCADIA, CA 91006
TEL: 909.569.3737
ATTN: ERIC TSANG, AIA
SCALE: 3/32"=1'-0"
EXISTING / PROPOSED KEY PLAN MAP
T-1.0
1
NORTH
GROUND FLOOR
1.ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO
THE REQUIREMENTS OF LOCAL CODES, LAWS, AND ORDINANCES AND AS
SPECIFIED BY ALL GOVERNING AUTHORITIES WHERE APPLICABLE.
REFERENCE TO THE LATEST ACCEPTED EDITION OR REVISION. IN THE
EVENT OF CONFLICT WITH CODE REQUIREMENTS, THAT CODE
REQUIREMENT OR NOTE WHICH ESTABLISHES THE HIGHER STANDARD
SHALL TAKE PRECEDENCE.
2.THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR
AND MATERIALS, EQUIPMENTS, AND TRANSPORTATION NECESSARY FOR THE
COMPLETE AND PROPER EXECUTION OF THE WORK.
3.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING ANY
PORTION OF THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS PRIOR TO BEGINNING WORK. SHOULD ANY CONDITION
ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE
THERE IS A DISCREPANCY OR TYPO BETWEEN THE CONTRACT DOCUMENTS
AND THE FIELD CONDITIONS, OR WITHIN THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT OR DESIGNER IMMEDIATELY
FOR CLARIFICATION.
4.DIMENSIONS ARE FROM FACE OF STUDS OR TO CENTER OF WALL AS
INDICATED ON DRAWINGS, UNLESS NOTED OTHERWISE.
5.WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS.
WALLS NOTE DIMENSIONED ARE TO ALIGN WITH EXISTING WALLS OR BE
ABUTTED OR APPLIED TO EXISTING WALLS PER DRAWINGS. DOORS NOT
DIMENSIONED AND SHOWN JAMB TIGHT SHALL BE SET 3" FROM
PERPENDICULAR WALL TO OUTER EDGE OF DOOR JAMB.
6.REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND
DOES NOT LIMIT THE APPLICATION OF SUCH DETAILS OR DRAWINGS.
7.THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING,
TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
STABILITY OF THE STRUCTURE AND PROVIDE NECESSARY BRACING PRIOR
TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS,
AND FINISH MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK.
8.THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS,
AS WELL AS THE DRAWINGS OF OTHER CONSULTANTS, ARE
SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE
ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF WORK SHOWN
ON THE DRAWINGS OF CONSULTANTS. THE CONTRACTOR SHALL BRING ANY
DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE
DRAWINGS OF THE CONSULTING ENGINEERS TO THE ATTENTION OF
DESIGNER FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH
THE ARCHITECTURAL DRAWINGS AND NOT BROUGHT TO THE DESIGNER'S
ATTENTION SHALL BE CORRECTED BY THE CONTRACTOR AT THE
CONTRACTOR'S EXPENSE AND AT NO EXPENSE TO THE OWNER OF
DESIGNER, DESIGNER, ENGINEERS AND ALL OTHER CONSULTANTS.
9.PRIOR TO PERFORMANCE OF WORK, THE CONTRACTOR SHALL REQUIRE
EACH SUBCONTRACTOR TO NOTIFY THE CONTRACTOR OF ANY WORK
CALLED OUT IN THE DRAWINGS FOR HIS TRADE THAT CANNOT BE FULLY
GUARANTEED.
10.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF ALL OPENINGS
WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE.
11.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION, MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING
ALL PORTIONS OF THE WORK.
12.THE CONTRACTOR HEREIN AGREES TO REPAIR OR REPLACE ANY OR ALL
WORK, TOGETHER WITH ANY OTHER ADJACENT WORK WHICH MAY BE
DISPLACED IN CONNECTION WITH SUCH REPLACEMENT, THAT MAY PROVE
TO BE DEFECTIVE IN WORKMANSHIP OR MATERIALS WITHIN A PERIOD OF
ONE YEAR FROM THE DATE OF ACCEPTANCE, ORDINARY WEAR AND
UNUSUAL ABUSE OR NEGLECT EXCEPTED.
13.CONTRACTOR SHALL PROTEST ALL EXISTING STRUCTURES, LANDSCAPING,
MATERIALS, ETC., DURING CONSTRUCTION. CONTRACTOR SHALL PATCH
AND REPAIR ALL SURFACES DISRUPTED OR DAMAGED DURING
CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES.
14.THE CONTRACTOR SHALL ON A DAILY BASIS KEEP THE PREMISES FREE
FROM ALL ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH CAUSED BY
HIS EMPLOYEES, SUBCONTRACTORS, OR WORK, AND AT THE COMPLETION
OF THE WORK SHALL REMOVE ALL RUBBISH, DEBRIS, EQUIPMENT, AND
SURPLUS MATERIALS FROM IN AND ABOUT THE BUILDING AND LEAVE THE
PREMISES "BROOM CLEAN".
15.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS OR
SPECIFICATIONS BY THE CONTRACTOR OR OWNER WITHOUT THE
DESIGNER'S APPROVAL RELEASES THE DESIGNER OF RESPONSIBILITY AND
LIABILITY IN CONNECTION WITH ALL WORK SO INVOLVED.
16.CLARIFICATIONS ON AND/OR INCONSISTENCIES WITH THE DRAWINGS AND
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER
BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. ADDITIONAL
CHARGES WILL NOT BE GRANTED BASED ON CLAIMS OF INCOMPLETE,
INACCURATE, OR INCONSISTENT DRAWINGS AND SPECIFICATIONS.
17.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY
OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN
CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID
WASTE.
18.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRAKED FROM THE SITE BY
VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE
STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE
PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY
AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
19.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS
MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE
FORCES OF WIND OR WATER.
20.TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED
INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF
RAINWATER AND DISPERSAL BY WIND.
21.FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN
ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE
SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE
TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP
IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE
WASHED INTO THE DRAINAGE SYSTEM.
22.THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL
FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM
PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY,
RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS.
OCCUPANCY:R-3 / U
V-BTYPE OF CONSTRUCTION:
NON-SPRINKLEREDFIRE SPRINKLERS:
NOFIRE HAZARD ZONE (VHFHSZ):
(E) BUILDING DATA (2417 FRONT HOUSE):
LOT COVERAGE:EXISTING LOT COVERAGE TO REMAIN
FAR:(2,187 S.F. + 1,014 SF + 873 SF) / 16,900 S.F.= 24.1%
2024 CITY OF ARCADIA MUNICIPAL CODE
(E) BUILDING DATA (2419 SECOND HOUSE):
MAXIMUM BUILDING HEIGHT:
OCCUPANCY:R-3
V-BTYPE OF CONSTRUCTION:
NON-SPRINKLEREDFIRE SPRINKLERS:
NOFIRE HAZARD ZONE (VHFHSZ):
ONE-STORY
ONE-STORY
(E) GROUND FLOOR AREA:
2,187 SF
UNCONDITIONED SPACE:
(E) FRONT HOUSE - CARPORT:
(N) SECOND HOUSE - FRONT PORCH:
TOTAL COVERED AREA:
260 SF
227 SF
487 SF
(E) POOL HOUSE ADU LIVING AREA:
TOTAL LIVING AREA:
(E) BUILDING DATA (2417B POOL HOUSE):
MAXIMUM BUILDING HEIGHT:
OCCUPANCY:R-3
V-BTYPE OF CONSTRUCTION:
NON-SPRINKLEREDFIRE SPRINKLERS:
NOFIRE HAZARD ZONE (VHFHSZ):
ONE-STORY
873 SF
1,022 SF
- 214 SF
+ 206 SF
1,014 SF
TOTAL LIVING AREA:
TITLE-24 ENGINEER
GROUND FLOOR AREA:
EXISTING FLOOR AREA:
FLOOR AREA TO DEMOLISHED:
HOUSE ADDITION:
TOTAL LIVING AREA:
1.FLOOR AREA TO BE DEMOLISHED OF APPROX. - 214 SF.
2.REMODELING OF APPROX. 1,022 SF TO EXISTING REMAINING FLOOR AREA.
3.ONE-STORY ADDITION OF APPROX. + 206 SF TO EXISTING SECOND HOUSE.
4.ADD ONE NEW RACKET BALL SPORTS COURT OF 44'-0" X 20'-0" TO EXISTING
COURTYARD. NO OUTDOOR LIGHTING. UNDER SEPARATE PERMIT.HOUSE REMODEL
& ADDITION
KEY PLAN MAP
TBD
STRUCTURAL ENGINEER
TBD
RACKET BALL SPORTS COURT
WROUGHT IRON GATE
WROUGHT IRON GATE
11
/
1
2
/
2
0
2
4
2
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5
7
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EXISTING
1
DASH LINE EXISTING FENCE / GATE TO BE REMOVED.
2
3
4
5
6
EXISTING CONCRETE DRIVEWAY TO REMAIN.
7 EXISTING CARPORT TO REMAIN.
8
EXISTING DRIVEWAY APPROACH TO REMAIN.
9
10
EXISTING RIGHT-OF-WAY SIDEWALK TO REMAIN.
EXISTING STREET CURB & GUTTER TO REMAIN.
EXISTING GAS METER.
EXISTING 6'-0" HIGH CMU BLOCK FENCE WALL TO REMAIN.
EXISTING WATER METER.
12
13
EXISTING CONCRETE PAVING TO REMAIN.
14
EXISTING LANDSCAPE, PLANTER & TREES TO REMAIN.
15
EXISTING A/C UNIT HEAT PUMP TO BE RELOCATED.
EXISTING POOL EQUIPMENT TO REMAIN.
EXISTING SWIMMING POOL TO REMAIN.
DEMOLITION
D1 DASH LINE OF EXISTING PLANTER & CURB TO BE REMOVED.
PROPOSED
P1 EXISTING SECOND HOUSE REMODEL AND ADDITION AREA.
EXISTING WALKWAY TO REMAIN.
EXISTING POWER POLE TO REMAIN.
P2 NEW EXTERIOR LANDING AT ENTRY DOOR. THE ELEVATION OF
LANDING SHALL NOT EXCEED 1 1/2 INCH LOWER THAN THE TOP OF
THE THRESHOLD OF THE DOORWAY (7.75 INCH IF DOOR DOES NOT
SWING OVER THE LANDING OR STEPS),
SEE DETAIL 1/A-2.0.
P3
P4
NEW 200-AMP ELECTRICAL PANEL. FINAL LOCATION TO BE
DETERMINED BY SOCAL EDISON PLANNER.
SEE DETAIL 2/A-5.0 FOR GROUNDING INFO.
NEW TANKLESS WATER HEATER, SEE DETAIL 3/A-5.0 & MECH T24.
D2
DASH LINE EXISTING VEGETATION & SHRUB TO BE REMOVED.D3
DASH LINE EXISTING WASHER & DRYER TO BE REMOVED.D4
DASH LINE EXISTING COVERED PATIO TO BE REMOVED.D5
P5 MINI SPLIT HEAT PUMP (DUCTLESS/DUCT), MULTI ZONE,
COOLING: MIN. 14 SEER, 11 EER, HEATING: MIN. 8HSPF.
PROVIDE DISCONNECT FOR (E) AC CONDENSER UNIT,
SEE MECH T24.
P6 NEW RACKET BALL COURT. UNDER SEPARATE PERMIT.
DASH LINE EXISTING ELECTRICAL PANEL TO BE REMOVED.D6
DASH LINE EXISTING WATER HEATER TANK TO BE REMOVED.D7
P7 NEW FRONT PORCH APPROX. 227 S.F. COVERED AREA.
16
EXISTING ELECTRICAL PANEL TO REMAIN.
17 EXISTING TANKLESS WATER HEATER TO REMAIN.
11 EXISTING A/C UNIT HEAT PUMP TO REMAIN.
P8
169.00'
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169.00'
PROPERTY LINE
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PROPERTY LINE
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A/C
A/C
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A/
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A/
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GM
GM
A/C
WH
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A/C
OVERHANG
ELEC / IT
ELEC
W DWH
12
'
-
2
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1
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11
1
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2
5
5
5
5
5
14
7
3
10
12
11D4D6D7
111712118
15
13
13
11 D2
5
3'-6"3'-11"20'-3"16'-5"34'-6"3'-11"
7'-10"20'-0"
36'-0"
7'-7"
46'-9"18'-10"31'-10"
20'-3"
FRONT YARD
SETBACK
26'-6"
6'
-
2
"
15
'
-
1
1
"
35
'
-
8
"
23
'
-
1
0
"
39
'
-
8
"
11
'
-
8
"
18
'
-
5
"
40
'
-
1
1
"
24
'
-
9
"
1'-11"
2'
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1
0
"
SI
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YA
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SE
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B
A
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K
25
'
-
3
"
EXISTING
ONE-STORY
FRONT HOUSE
2,187 SF
2417
22
'
-
1
"
SI
D
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A
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SE
T
B
A
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K
18
'
-
5
"
SI
D
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A
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SE
T
B
A
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K
35'-5"
REAR YARD SETBACK
EXISTING
SWIMMING
POOL
(E)
PLANTER
(E)
PLANTER
(E)
PLANTER
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
(E)
LNDSCP
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
EXISTING
CARPORT
(260 S.F.)
(E)
WALKWAY
(E) WALKWAY
(E) WALKWAY
(E) WALKWAY
(E
)
W
A
L
K
W
A
Y
(E
)
W
A
L
K
W
A
Y
(E) WALKWAY
(E) DWY
(E)
WALKWAY
(E
)
W
D
F
E
N
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E
(E
)
W
D
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E
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(E)
PLANTER
(E)
LNDSCP
(E
)
W
D
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E
N
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E
(E
)
L
N
D
S
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P
(E) DWY
APRON
(E) DWY
APRON
(E)
FP
(E) CONC. DWY
(E) CONC. DWY
(E)
PUMP
18'-10"
BLDG TO BLDG
D5
EXISTING
ONE-STORY
POOL HOUSE
APPROX. 873 SF
(E)
BATH
#1
EXISTING
ONE-STORY
SECOND HOUSE
REMODEL & DEMOLITION
APPROX. 1,022 SF
2419
(E)
M.BEDROOM
#1
(E)
WIC
(E)
KITCHEN (E) LIVING
RM
(E) DINING
RM
EXISTING
COURTYARD
(E)
PLANTER
(DIRT)
(E) PLANTER
(PINE TREE)
(E)
PLANTER
EXISTING
PORCH
(127 S.F.)
(E
)
W
.
I
.
F
E
N
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E
(E)
BATH
#2
(E)
WIC
35'-5"
REAR YARD SETBACK
49'-1"
6'
-
4
"
SI
D
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YA
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B
A
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K
11
'
-
2
"
31
'
-
3
"
3'-10"
6'
-
0
"
14'-1"
9'
-
9
"
16
'
-
2
"
15
'
-
2
"
5'
-
1
"
4'
-
4
"
36
'
-
5
"
7'
-
6
"
9'-6"25'-0"
4'-3"
29
'
-
3
"
BL
D
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T
O
B
L
D
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5
D1
D1
D1
D3
D3
D3
D1
D3
D3
D3
D3 (E) BEDROOM
#2
16D2
(E) PLANTER
(PINE TREE)
(E)
PLANTER
(DIRT)
(E)
PLANTER
(DIRT)
5
169.00'
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169.00'
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EL
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A/
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A/
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GM
GM
A/C
WH
EL
E
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A/C
A/C
OVERHANG
A/C
WH
A/C
A/C
ELEC
WD
RE
F
3'-6"3'-11"20'-3"16'-5"34'-6"3'-11"
7'-10"20'-0"
36'-0"
7'-7"
46'-9"18'-10"31'-10"
20'-3"
FRONT YARD
SETBACK
26'-6"
6'
-
2
"
15
'
-
1
1
"
35
'
-
8
"
23
'
-
1
0
"
39
'
-
8
"
11
'
-
8
"
18
'
-
5
"
40
'
-
1
1
"
24
'
-
9
"
1'-11"
2'
-
1
0
"
SI
D
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YA
R
D
SE
T
B
A
C
K
25
'
-
3
"
EXISTING
ONE-STORY
FRONT HOUSE
2,187 SF
2417
22
'
-
1
"
SI
D
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A
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SE
T
B
A
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K
18
'
-
5
"
SI
D
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A
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SE
T
B
A
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35'-5"
REAR YARD SETBACK
EXISTING
SWIMMING
POOL
(E)
PLANTER
(E)
PLANTER
(E)
PLANTER
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
(E)
LNDSCP
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
(E) LNDSCP
EXISTING
CARPORT
(260 S.F.)
(E)
WALKWAY
(E) WALKWAY
(E) WALKWAY
(E) WALKWAY
(E
)
W
A
L
K
W
A
Y
(E
)
W
A
L
K
W
A
Y
(E) WALKWAY
(E) DWY
(E)
WALKWAY
(E
)
W
D
F
E
N
C
E
(E
)
W
D
F
E
N
C
E
(E)
PLANTER
(E)
LNDSCP
(E
)
W
D
F
E
N
C
E
(E
)
L
N
D
S
C
P
(E) DWY
APRON
(E) DWY
APRON
(E)
FP
(E) CONC. DWY
(E) CONC. DWY
(E)
PUMP
18'-10"
BLDG TO BLDG
(E) POOL HOUSE
ADU LIVING AREA
873 SF
LIMITED WORK SCOPE
P5
44'-0"1'-0"
20
'
-
0
"
11
'
-
7
"
6'-6"5'-0"
(N
)
W
.
I
.
F
E
N
C
E
(N
)
R
A
C
K
E
T
B
A
L
L
C
O
U
R
T
(N
)
R
A
C
K
E
T
B
A
L
L
C
O
U
R
T
P6
ONE-STORY
SECOND HOUSE
(E) FLOOR AREA: 1,022 S.F.
DEMOLISHED AREA: 214 S.F.
HOUSE ADDITION: 206 S.F.
TOTAL FLR AREA: 1,014 S.F.
2419
11'-5"
7'
-
8
"
6'-8"3'-11"
11'-5"
18
'
-
9
"
7'-4"6'-10"
11
'
-
7
"
7'
-
3
"
(N) 27'-0"
REAR SETBACK
7'-1"9'-2"4'-8"9'-2"1'-10"
7'
-
3
"
46'-1"
(E
)
6
'
-
4
"
SI
D
E
SE
T
B
A
C
K
(N
)
1
0
'
-
0
"
SI
D
E
SE
T
B
A
C
K
11
'
-
1
"
(N) 27'-0"
REAR SETBACK
P8
P3P4
P3P2
P1
P2
P7
15
'
-
2
"
3
1
5
7
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
AHJ STAMP APPROVAL
Ho
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1
9
2
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d
A
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e
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C
A
9
1
0
0
6
EXISTING DEMO &
PROPOSED SITE PLAN
SCALE: 1/8"=1'-0"
PROPOSED SITE PLAN / GROUND ADU CONVERSION FLOOR PLAN
A-1.0
2
NORTH
A - 1.0
SITE PLAN KEYNOTES
SCALE: 1/8"=1'-0"
EXISTING SITE PLAN / GROUND DEMO FLOOR PLAN
A-1.0
1
NORTH
WALL LEGEND
A-2.0
1
A-3.0
A-3.0
A-3.0
A-3.0
EXISTING WALL TO REMAIN
EXISTING ELEMENTS TO BE REMOVED
NO WORK IN THE HATCHED EXISTING INTERIOR AREA
A-2.0
2
1
A-4.0
4
2
6
8
A-3.0
A-3.0
A-3.0
A-3.0
NEW 2 X 4 @16 O.C. WITH STUCCO AT EXTERIOR WALL,
SEE DETAILS 1/ A-5.0.
OR NEW 2X4 @ 16" O.C. WITH 5/8" DRYWALL AT INTERIOR WALL,
SEE DETAIL 6/ A-5.0.
11
/
1
2
/
2
0
2
4
2
:
0
8
:
2
8
P
M
,
A
R
C
H
D
(
2
4
.
0
0
x
3
6
.
0
0
I
n
c
h
e
s
)
ELEC / IT
D1
E1
(E) BDRM #2
(E) C.H. +8'-0"
(E) SECOND HOUSE
TO BE REMODELED /
DEMOLISHED
(E) LIVING RM
(E) C.H. +8'-0"
(E) KITCHEN
(E) C.H. +8'-0"
(E) BATH #1
(E) C.H. +8'-0"
(E) W.I.C.
(E) C.H. +8'-0"
(E) DINING
(E) C.H. +8'-0"
1'-0"4'-6"
10
'
-
9
"
3'-0"
1'
-
6
"
2'
-
6
"
7'-2"
5"
9'-9"6'-7"
46'-1"
9"
7'-11"5'-0"1'-3"
5"
3'
-
0
"
5'
-
1
"
2'
-
0
"
3'-1"2'-6"3'-7"2'-6"5'-6"
1'
-
1
"
1'
-
1
"
5'
-
0
"
2'
-
6
"
1'
-
6
"
2'-0"
11
'
-
9
"
3'
-
5
"
7'
-
3
"
(E) BATH #2
(E) C.H. +8'-0"
(E) M. BDRM #1
(E) C.H. +8'-0"
E2
TYP.
D2
1
D3
14
'
-
0
"
14'-1"
29'-11"
WH
A/C
A/C
ELEC
WD
RE
F
EA
EB
(N) BDRM #3
(N) C.H. +11'-0"
(N)
CLO
(N) BATH #2
(N) C.H. +8'-0"
2
3'
-
0
"
(N
)
L
N
D
G
10'-0"
(N) LNDG
6'
-
2
"
3'
-
1
1
"
3'
-
8
"
10'-5"3'-9"
18
'
-
9
"
5'-4"2'-5"4'-11"
7'
-
3
"
3'
-
0
"
11
'
-
4
"
5'-1"11'-8"
57'-6"
15
'
-
2
"
(N) FRONT PORCH 7'
-
3
"
1'-5"
5"
11
'
-
1
1
"
2'
-
5
"
11'-8"
6'-2"9'-4"9'-2"4'-6"4'-4"
CD
E F
D
1
3
24
54
2
6
7
7
1
1
6'-0"5'-8"7'-9"6"11'-8"
12'-9"
19'-5"
11'-6"11'-5"
11'-5"
8'
-
8
"
4'-4"
7'-1"
(N) M. BDRM #1
(N) C.H. +11'-0"
(N) BDRM #2
(N) C.H. +11'-0"
(N) BATH #1
(N) C.H. +8'-0"
(N) LIVING AREA
(N) C.H. +11'-0"
(N) KITCHEN
(N) C.H. +11'-0"
(N) DININGAREA
(N) C.H. +11'-0"
(N) LAUNDRY
(N) C.H. +11'-0"
(N) WIC
(N) C.H. +8'-0"
2'
-
1
0
"
2'
-
8
"
2'
-
1
0
"
2'
-
8
"
5'-10"5'-10"
2'-3"
3'-7"5'-5"4'-9"
6'-8"
2'-6"
2'-1"
13'-4"
(N)
CLO
1
1
3 4 5
6
6
7
8 9 10
8 9 10
11
13
12
TYP.
F
EXISTING
E1 EXISTING FIREPLACE TO REMAIN.
DEMOLITION
D1 DASHED LINE OF EXISTING PARTIAL ELEMENTS
TO BE REMOVED, SEE DEMOLITION CALCULATION.
REMODEL / ADDITION
PROVIDE GRAB BAR AT SHOWER & TOILET,
SEE DETAIL 10/A-5.0.
1
2
3
4
5
6
NEW 200-AMP ELECTRICAL PANEL. FINAL LOCATION TO BE
DETERMINED BY SOCAL EDISON PLANNER.
SEE DETAIL 2/A-5.0 FOR GROUNDING INFO.
7
PROVIDE A HOOD ABOVE THE RANGE TOP A MINIMUM OF 30"
ABOVE THE COOKING SURFACE. HOUSEHOLD COOKING
APPLIANCES SHALL HAVE A VERTICAL CLEARANCE ABOVE
THE COOKING TOP OF NOT LESS THAN 30 INCHES TO
COMBUSTIBLE MATERIAL OR METAL CABINETS. (921.3.2,
921.4 CMC) MIN. 100 CFM WITH 3 SONES MAX.
8
9
10
MINI SPLIT HEAT PUMP (DUCTLESS/DUCT), MULTI ZONE,
COOLING: MIN. 14 SEER, 11 EER, HEATING: MIN. 8HSPF.
PROVIDE DISCONNECT FOR (E) AC CONDENSER UNIT,
SEE MECH T24.
NEW TANKLESS WATER HEATER, SEE DETAIL 3/A-5.0 & MECH T24.
NEW EXTERIOR LANDING AT ENTRY DOOR COVERED PORCH/
PATIO AREA. THE ELEVATION OF LANDING SHALL NOT EXCEED
1 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE
DOORWAY (7.75 INCH IF DOOR DOES NOT SWING OVER THE
LANDING OR STEPS), SEE DETAIL 1/A-5.0
PROVIDE CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED
CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED
GYPSUM BACKERS ON SHOWER AREAS, WALL AND CEILING.
SHOWER SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE
MAXIMUM SETTING OF THE VALVE TO 120 DEGREES.
11
12
13
PROVIDE DEDICATED RACEWAY FROM THE MAIN SERVICE TO
A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH
CIRCUITS IN SECTION 150.0(s)(2). ALL BRANCH CIRCUITS ARE
PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL
PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF
THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE
PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS
(SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE
ALL BACKED-UP LOAD CIRCUITS."
PROVIDE A 72" HIGH NON-ABSORBENT WALL SURFACE IN
BATHTUB AND SHOWER COMPARTMENTS.
PROVIDE ELECTRICAL RECEPTACLE OUTLETS, SWITCH,
AND CONTROL TO COMPLY WITH SECTION R327.1.2,
SEE NOTE 17 & DETAIL 2/A-4.0.
EXCEPTIONS:
a.DEDICATED RECEPTACLE OUTLETS; FLOOR
RECEPTACLE OUTLETS; CONTROLS MOUNTED ON
CEILING FANS AND CEILING LIGHTS; AND
CONTROLS LOCATED ON APPLIANCES.
b.RECEPTACLE OUTLETS REQUIRED BY THE
CALIFORNIA ELECTRICAL CODE ON A WALL SPACE
WHERE THE DISTANCE BETWEEN THE FINISHED
FLOOR AND A BUILT-IN FEATURE ABOVE THE
FINISH FLOOR, SUCH AS A WINDOW, IS LESS THAN
15 INCHES.
PROVIDE DOORBELL BUTTONS OR CONTROLS TO COMPLY
WITH SECTION R327.1.4, SEE DETAIL 1/A-4.0.
PROVIDE GAS COOKTOP, SEE NOTE 16.
E2 EXISTING SOLID LINE WALLS TO REMAIN.
D2 DASHED LINE OF EXISTING ELEC
SUBPANEL & IT DATA TO BE REMOVED.
D3 DASHED LINE OF EXISTING COVERED
PORCH TO BE REMOVED.
1
2
3
EA
EB
C
D
2'-6"X2'-3"
3'-0"X4'-6"
E
4
5
F 6
DOOR SCHEDULE
DOOR
NO.DOOR TYPE DOOR
FINISHING
TEMPERED
GLAZING REMARKS
8'-6"X9'-3"PATIO
2'-8"X6'-8"--
U-FACTOR SHGC
----PAINTED
DOOR SIZE
(WXH)
WINDOW SCHEDULE
WINDOW
NO.
(E)
OPERATION
TEMPERED
GLAZING REMARKSEXTERIOR
FRAME/FIN.
WINDOW
MANUFACTURER GRID U-FACTOR SHGCGLAZINGKEEP (E)
FRAME
INTERIOR
FRAME/FIN.QTY(N) WIN.
SIZE (WXH)
1
(E) WIN.
SIZE (WXH)
(N)
OPERATION
(E) WINDOW
MATERIAL
(N) WINDOW
MATERIAL
EGRESS
WINDOW
NO DOUBLE
1
WHITE --(E) WINDOWS TO
BE REPLACED
LOUVER WOOD
YES
DOUBLEWHITE --NO
13'-0"X3'-0"DOUBLEWHITE --
(N) WINDOWS
BY OWNER
NO---
25'-0"X4'-0"---DOUBLEWHITE -----
NO
22'-6"X3'-0"---DOUBLEWHITE---NO------
OPERATIONEXT. / INT.
EXTERIOR
INTERIOR
SWING
SLIDING
13'-0"X1'-0"---DOUBLEWHITE -----NO------
2'-10"X6'-8"------PAINTEDHOLLOW CORE (N) INSTALLSWING
" "
" "
" "
" "
" "
VINYL 5.7 S.F
MIN.
CLEAR
FINISH FLOOR
44
"
M
A
X
.
24" MIN.
20
"
M
I
N
.
WINDOW OPENING
YES
VINYL SEE T24 SEE T24
NOTES:
BASEMENTS, HABITABLE ATTICS
AND EVERY SLEEPING ROOM SHALL
HAVE AT LEAST ONE OPERABLE
EMERGENCY ESCAPE AND RESCUE
OPENING HAVING A MINIMUM NET
CLEAR OPENING OF 5.7 SQUARE
FEET EXCEPT FOR GRADE FLOOR
OPENINGS SHALL HAVE A MINIMUM
NET CLEAR OPENING OF 5 SQUARE
FEET. THE MIN. NET CLEAR OPENING
HEIGHT SHALL BE 24 IN., WIDTH
SHALL BE 20 IN. MIN., AND BOTTOM
OF THE CLEAR OPENING SHALL BE
NO GREATER THAN 44 INCHES
MEASURED FROM THE FLOOR.
(E) TO BE REPLACED
---
2'-6"X3'-0"
3'-0"X3'-0"
(N) INSTALLATION TO
INCLUDE
MEASUREMENTS OF
SASHS & MUNTINS
MAINTAIN CONGRUENCY
(E) TO BE REPLACED
GLASS / WHITE YES (N) BY OWNERSEE T24 SEE T24
(N) INSTALLHOLLOW CORE
2'-6"X6'-8"------PAINTEDSWING (N) INSTALLHOLLOW CORE
8'-0"X6'-8"------PAINTEDSLIDING (N) INSTALLCLOSET
SGL HUNG
SLIDING
" "" "" "" "" "
---SLIDING
---
---" "
" "
" "
" "
---
SLIDING
SLIDING
7 5'-0"X6'-8"------PAINTEDSLIDING (N) INSTALLCLOSET
2'-0"X6'-8"------PAINTEDSWING (N) INSTALLHOLLOW CORE
NO
" "
" "
" "
" "
" "
" "
" "
" "
" "
" "
" "
" "
" "
" "
" "
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
AHJ STAMP APPROVAL
Ho
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2
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6
FLOOR PLAN KEY NOTES
PROPOSED GROUND FLOOR PLAN
A-2.0
1
NORTH
EXISTING GROUND FLOOR
DEMOLITION PLAN &
PROPOSED GROUND FLOOR
REMODEL / ADDITION PLAN
A - 2.0
WALL LEGEND
EXISTING WALL TO REMAIN
EXISTING COMPONENTS TO BE REMOVED
NOTE:
1.LUMINARIES RECESSED IN INSULATED CEILINGS MUST MEET REQUIREMENTS
OF 150(K)5.
2.AT LEAST HALF THE INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL
BE HIGH EFFICACY AND THE ONES THAT ARE NOT MUST BE SWITCHED
SEPARATELY.
3.ALL LUMINARIES SHALL BE HIGH EFFICACY SENSOR OR DIMMER.
4.OTHER ROOMS. ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL
BE CONTROLLED BY AN OCCUPANT SENSOR OR DIMMER. CLOSETS THAT ARE
LESS THAN 70 SQUARE FOOT ARE EXEMPT FROM THIS REQUIREMENT.
5.OUTDOOR LIGHTING. ALL LUMINARIES MOUNTED TO THE BUILDING OR TO
OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES
OR SHALL BE CONTROLLED BY A PHOTO CONTROL/ MOTION SENSOR
COMBINATION.
6.OCCUPANCY SENSORS MUST HAVE NO MANUAL OVERRIDE, 30 MINUTE
MAXIMUM TIMER AND BE MICROWAVE/ULTRASONIC OR PASSIVE INFRA-RED
TYPE. OCCUPANCY SENSOR LAYOUT MUST BE SHOWN ON PLANS.
7.HIGH EFFICACY LUMINARIES MUST BE PIN BASED.
8.TWO SEPARATE 20 AMP CIRCUITS ARE REQUIRED FOR WASHER & DRYER.
9.TWO 20 AMP CIRCUITS ARE REQUIRED FOR KITCHEN APPLIANCES
10.ALL BATHROOM OUTLETS SHALL BE ON A DEDICATED 20 AMP CIRCUIT.
11.EACH FIXED APPLIANCE TO BE ONE CIRCUIT.
12.ALL BRANCH CIRCUITS THAT SUPPLY POWER TO BEDROOMS SHALL BE
PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER.
13.PROVIDE TEMP GLAZING FOR THE WINDOW IN THE GLAZING IN AN INDIVIDUAL
FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST
VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND
THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE.
14.PROVIDE A SECONDARY EMERGENCY/EGRESS OPENING OF 5.7 SQUARE FOOT.
15.SMOKE AND CARBON DIOXIDE DETECTORS ALARM SHALL BE
INTERCONNECTED HARD WIRED WITH A BATTERY BACKUP.
16.ELECTRICAL COOKTOP/ CLOTHES DRYERS/ HEATERS READY. SYSTEMS USING
GAS OR PROPANE TO SERVE INDIVIDUAL DWELLING FOR EACH OF THE
FOLLOWING ITEMS SHALL INCLUDE THE FOLLOWING (ES150.0(1)(11)(1 ):
a.A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED
WITHIN 3 FEET FROM THE COOKTOP/CLOTHES DRYER/HEATER AND BE
ACCESSIBLE WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS
SHALL BE RATED AL (50 AMPS FOR COOKTOP, 30 AMPS FOR DRYERS, 30
AMPS FOR HEATERS) MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS
"240V READY." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE.
b.THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE RESERVED SPACES 10
ALLOW FOR THE INSTALLATION OF DOUBLE POLE CIRCUIT BREAKERS FOR
A FUTURE ELECTRIC COOKTOP/ CLOTHES, DRYER/HEATER INSTALLATION.
THE RESERVED SPACES SHALL BE PERMANENTLY MARKED AS "FOR
FUTURE 240V USE."
17.ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING
CONTROL FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO
BE USED BY OCCUPANT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219.2
MM) MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15
INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE
THE FINISH FLOOR. R R327. L .2
EXCEPTIONS:
a.DEDICATED RECEPTACLE OUTLETS; FLOOR RECEPTACLE OUTLETS;
CONTROLS MOUNTED ON CEILING FANS AND CEILING LIGHTS; AND
CONTROLS LOCATED ON APPLIANCES.
b.RECEPTACLE OUTLETS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE
ON WALL SPACE WHERE THE DISTANCE BETWEEN THE FINISHED FLOOR
AND A BUILT-IN FEATURE ABOVE THE FINISH FLOOR, SUCH AS A WINDOW, IS
LESS THAN 15 INCHES (381 MM).
SCALE: 1/4"=1'-0"
ELECTRICAL LEGEND
"VS" DENOTES VACANCY SENSORED FIXTURE
"CM" DENOTES CARBON MONOXIDE FIXTURE
"2" DENOTES TWO-WAY FIXTURE
"OS" DENOTES OCCUPANCY SENSORED FIXTURE W/ DIMMER
"MS" DENOTES MOTION SENSOR
RECESSED LIGHTING CONTROLLED BY
F
140 LUMENS/WATTS
501 FLOURESCENT LIGHTING
R
S AND PHOTOCONTROL COMBINATION.
BACK-UP INTERCONNECTED
MOUNTED @ 12" A.F.F. U.O.N.
SMOKE ALARM CEILING MOUNTED
HARDWIRED W/ BATTERYS
LIGHT FIXTURE WALL MOUNTED
LIGHT FIXTURE CEILING MOUNTED
DUPLEX ELECTRICAL OUTLET WALL
WP
WEATHERPOOF, GFI 120 VOLT RECEPTACLE
DUPLEX ELECTRICAL OUTLET WALL
W/ ARC-FAULT CIRCUIT INTERRUPTERAFCI
MOUNTED @ 12" A.F.F. U.O.N.
MOUNTED @ 12" A.F.F. U.O.N.
DEDICATED 20-AMP CIRCUIT DUPLEX
20-D ELECTRICAL OUTLET WALL
LIGHT FIXTURE WALL-MOUNTED
"HE" DENOTES HIGH EFFICACY FIXTURE
DIMMER OR VACANCY SENSOR
DUPLEX ELECTRICAL OUTLET WALL
W/ GROUND-FAULT CIRCUIT INTERRUPTERGFI
MOUNTED @ 12" A.F.F. U.O.N.
BATHROOM VENT TO OUTSIDE CAPABLE OF PROVIDING
FIVE AIR CHANGES PER HOUR AND EXHAUSTING
DIRECTLY TO THE OUTSIDE, 50 CFM MIN., WITH HUMIDITY
CONTROL
MECH INDOOR AIR QUALITY (IAQ) FANS:
EXHAUSTING DIRECTLY TO THE OUTSIDE,
IAQVentRpt 57 CFM AIRFLOW MIN W/ FAN EFFICIACY 0.35
EXHAUST.
IAQ
EXISTING GROUND FLOOR PLAN
A-2.0
2
NORTH
SCALE: 1/4"=1'-0"
HOSE BIBB
HB
TV
LIGHT SWITCH
TELEVISION
OUTLET
NEW 2 X 4 @16 O.C. WITH STUCCO
AT EXTERIOR WALL,
SEE DETAILS 1/ A-5.0.
OR NEW 2X4 @ 16" O.C. WITH 5/8" DRYWALL
AT INTERIOR WALL,
SEE DETAIL 6/ A-5.0.
DEMOLITION CALCULATION:
TOTAL LENGTH OF (E) EXTERIOR WALL: 183'-0"
EXTERIOR WALLS TO BE DEMOLISHED:
10'-6"+12'-0"+44'-6"=67'-0" = 37% < 50% MAX. ALLOWED
(E) EXTERIOR WALLS TO REMAIN: 116'-0" = 63%
DEMOLITION CALC.
11
/
1
2
/
2
0
2
4
2
:
0
8
:
3
7
P
M
,
A
R
C
H
D
(
2
4
.
0
0
x
3
6
.
0
0
I
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c
h
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s
)
EXISTING
E1 EXISTING FIREPLACE TO REMAIN.
DEMOLITION
D1 DASHED LINE OF EXISTING ROOF TO BE REMOVED.
REMODEL / ADDITION
E2
1
3
4
5
2
NEW SHINGLE ROOFING, COLOR AND STYLE TO
MATCH EXISTING HOUSE.
NEW DORMER VENTS, SEE ATTIC VENT CALCULATION.
THICK DASHED LINE OF BUILDING WALL BELOW.
30"X30" ATTIC ACCESS WITH MIN. 30" HEADROOM,
SEE DETAIL 13/A-5.0.
30"X30" WORKING PLATFORM.
2.04 KWDC PV SYSTEM, UNDER SEPARATE PERMIT.
1
TYP.
(N
)
4
:
1
2
SL
O
P
E
1'-6"
EAVE
21
'
-
1
0
"
60'-6"
25
'
-
5
"
49'-1"
(N
)
4
:
1
2
SL
O
P
E
5 2
11'-5"
3'
-
7
"
1'
-
6
"
EA
V
E
1'-6"
EAVE
1'
-
6
"
EA
V
E
1'-6"
EAVE
1'
-
6
"
EA
V
E
1'-6"
EAVE
1'
-
6
"
EA
V
E
1'-6"
EAVE
1'
-
6
"
EA
V
E
(N
)
4
:
1
2
SL
O
P
E
(N) 4:12
SLOPE
(N) 4:12
SLOPE
3 4
E2
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E) 4:12
SLOPE
(E) 4:12
SLOPE
(E
)
2
:
1
2
SL
O
P
E
D1
E1
E2
1'-6"
EAVE
1'
-
6
"
EA
V
E
1'-6"
EAVE
1'
-
6
"
EA
V
E
1'-6"
EAVE
1'
-
6
"
EA
V
E
1'-6"
EAVE
1'
-
6
"
EA
V
E
FLOOR PLAN KEY NOTES
PROPOSED ROOF PLAN
A-2.1
1
NORTH
EXISTING & PROPOSED
ROOF PLAN
A - 2.1
VENTILATION FREE AREA CALCULATION:
AREA = (3.14X11²) / 2 = 1.32 S.F.
NUMBER OF VENTILATION REQUIRED AT NEW ROOF AREA:
REQUIRED VENTILATED AREA = 1,245 S.F. / 150 = 8.30 S.F.
NUMBER OF VENTILATION REQUIRED = 7 X 1.32 S.F. = 9.24 S.F. > 8.30 S.F -- OK
NUMBER OF VENTILATION PROVIDED - 7
NOTE:
OPENINGS TO HAVE 1/4 INCH CORROSION RESISTANT METAL
MESH COVERING.
A MINIMUM OF A 1-INCH AIRSPACE MUST BE MAINTAINED
BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE
LOCATIONS OF THE VENTS.
UNVENTED ATTIC ASSEMBLIES SHALL MEET ALL THE
CONDITIONS IN SECTION R806.4.
1.
2.
3.
ATTIC VENTILATION CALCULATION
SCALE: 1/4"=1'-0"
EXISTING ROOF PLAN
A-2.1
2
NORTH
SCALE: 1/4"=1'-0"
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
AHJ STAMP APPROVAL
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D1
E1
F.G.
-0'-6"
F.F.
+0'-0"
T.O.P.
+8'-0"
ROOF
+13'-10"
D2
1 PROPOSED NEW ENTRY LANDING.
2
3 NEW WINDOW TO MATCH EXISTING HOUSE,
SEE SCHEDULE.
EXISTING
E1 EXISTING FIREPLACE TO REMAIN.
DEMOLITION
D1 DASHED LINE OF EXISTING PARTIAL ELEMENTS TO BE REMOVED,
SEE DEMO FLOOR & ROOF PLAN.
REMODEL / ADDITION
E2 EXISTING WINDOW TO REPLACED.
D2 DASHED LINE OF EXISTING COVERED PORCH TO BE REMOVED.
NEW SHINGLE ROOFING, COLOR AND STYLE TO MATCH
EXISTING HOUSE.
4 NEW SLIDING PATIO DOOR,
SEE SCHEDULE.
5 NEW FRONT COVERED PORCH W/ POST SUPPORT,
SEE STRL PLAN.
6 NEW OUTDOOR LIGHTING W/ SHIELD PROTECTOR.
7 NEW ATTIC DORMER, SEE ROOF PLAN.
2
12
4
12
4
3 1 57
F.G.
-0'-6"
F.F.
+0'-0"
T.O.P.
+11'-0"
ROOF
+15'-4"
E1E2
12
4
D1
F.G.
-0'-6"
F.F.
+0'-0"
T.O.P.
+8'-0"
ROOF
+13'-10"
2
12
4
12
4
3
F.G.
-0'-6"
F.F.
+0'-0"
T.O.P.
+11'-0"
ROOF
+15'-4"
4 61 157
E2
D1
E1
F.G.
-0'-6"
F.F.
+0'-0"
T.O.P.
+8'-0"
ROOF
+13'-10"
D1
F.G.
-0'-6"
F.F.
+0'-0"
T.O.P.
+8'-0"
ROOF
+13'-10"
2
12
4
12
4
3 7
F.G.
-0'-6"
F.F.
+0'-0"
T.O.P.
+11'-0"
ROOF
+15'-4"
F.G.
-0'-6"
F.F.
+0'-0"
T.O.P.
+11'-0"
ROOF
+15'-4"
2
12
4
12
4
3 7
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
AHJ STAMP APPROVAL
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ELEVATION KEY NOTES
EXISTING & PROPOSED
BLDG ELEVATIONS
A - 3.0
SCALE: 1/8"=1'-0"
NORTH ELEVATION (EXISTING)
A-3.0
1
SCALE: 1/8"=1'-0"
SOUTH ELEVATION (EXISTING)
A-3.0
3
SCALE: 1/8"=1'-0"
SOUTH ELEVATION (PROPOSED)
A-3.0
4
SCALE: 1/8"=1'-0"
NORTH ELEVATION (PROPOSED)
A-3.0
2
SCALE: 1/8"=1'-0"
EAST ELEVATION (EXISTING)
A-3.0
5
SCALE: 1/8"=1'-0"
EAST ELEVATION (PROPOSED)
A-3.0
6
SCALE: 1/8"=1'-0"
WEST ELEVATION (EXISTING)
A-3.0
7
SCALE: 1/8"=1'-0"
WEST ELEVATION (PROPOSED)
A-3.0
8
11
/
1
2
/
2
0
2
4
2
:
0
8
:
3
4
P
M
,
A
R
C
H
D
(
2
4
.
0
0
x
3
6
.
0
0
I
n
c
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e
s
)
1
(N
)
1
1
'
-
0
"
3
7
TYP.
5 2
12
4 9
NEW 6
12
EXISTING
109
NEW
(N
)
8
'
-
0
"
11
8
(E
)
8
'
-
0
"
(N
)
3
'
-
0
"
ATTIC
PLENUM PLENUM
LIVING AREA LIVING AREALIVING AREALIVING AREA LIVING AREA
1 NEW R-30 INSULATION AT EXISTING 2X CEILING JOIST & ROOF
RAFTER, SEE MECH T24.
2
EXISTING SLAB ON GRADE, SEE STRL PLAN.
3
4
5
PROVIDE 2X SISTER WOOD STUDS TO EXISTING EXTERIOR WALL
HEIGHT EXTENSION, SEE STRL PLAN.
6
7
8
9
PROVIDE 5/8" TYPE 'X' DRYWALL AT WALL AND CEILING.
NEW RECESSED WINDOW, SEE DETAIL 12/A-5.0.
10
NEW INTERIOR PARTITION AT EXISTING REMODEL AREA;
SEE FLOOR PLAN SHEET A-2.0 & DETAIL 2/A-5.0 (SIM.).
NEW R-15 INSULATION AT EXISTING 2X ATTIC ROOF RAFTER,
SEE MECH T24.
NEW R-15 INSULATION AT EXISTING EXTERIOR STUCCO SURFACE,
SEE MECH T24.
NEW FASCIA BOARD TO BE PAINTED LIKE NEW MATCH TO
EXISTING HOUSE COLOR.
PROVIDE FLUE & PIPE PENETRATION, SEE DETAIL 8 & 9 /A-5.0.
11 PROVIDE DROP CEILING WHERE OCCURS, SEE PLAN.
12 PROVIDE R-15 INSULATION INFILL TO EXISTING WALLS, SEE PLAN.
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
AHJ STAMP APPROVAL
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BLDG SECTION
A - 4.0
A-4.0
BLDG SECTION A-A
SECTION KEY NOTES
SCALE: 1/4"=1'-0"
1
11
/
1
2
/
2
0
2
4
2
:
0
8
:
2
5
P
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A
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(
2
4
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0
0
x
3
6
.
0
0
I
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c
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)