HomeMy WebLinkAboutPlans(E) 1-STORY S.F.D. REMODEL
& ADDITION & 2ND FLOOR
ADDITION
(N) 4' HIGH BLOCK WALL
(N) AUTOMATIC
GATE
(N) AUTOMATIC
GATE
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PROPERTY LINE 119.99'
PROPERTY LINE 120.00'
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(N) POOL W/
POOL COVER (N) MULTI-SPORT COURT
(VERSA COURT OR SIMILAR ON
CONCRETE )
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1ST FLOOR SETBACK
20' - 1"82' - 0 1/2"
1ST FLOOR SETBACK
17' - 6"
85
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-
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5'
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45' - 11"10' - 0"
(N) GAZEBO
(N)
SPA
MICHILLINDA AVE
5'
3'
REMOVE (E) POOL EQUIPMENT
REMOVE (E) POOL EQUIPMENT ENCLOSURE DOOR
(N) GRAVEL TO MATCH (E)
(E) HEDGES
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(N) TRAVERTINE STONE
(N) TRAVERTINE STONE
(N) CONCRETE HARDSCAPE
2,571 SQ.FT. (39.49% HARDSCAPE AT FRONT YARD)
6,510 SQ. FT. FRONT YARD AREA (40% MAX.)
(N) GRAVEL
(E) LANDSCAPE
(E
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(N) WATER
FEATURE
6' MAX.
HEIGHT
(N) SECONDARY
POWER POLE
14
'
-
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12' - 0"
(N) 5' TO 6' MAX.
ALUMINUM FENCE
PER POOL
STANDARDS
(N) 5' TO 6' MAX.
ALUMINUM GATE
PER POOL
STANDARDS
(SELF-
CLOSING/SELF-
LATCHING)
(N)
COVERED
PORCH
(N) 3:12(N) 3:12
(N
)
3:
1
2
(N) SLIDE
6' MAX. HEIGHT
(N)
BAJA
SHELF
(N) 24" OAK
TREE
(N) 24" OAK
TREE
(N) GRAVEL
(E)
LANDSCAPE
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3
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72
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2ND FLOOR SETBACK
35' - 5 1/2"59' - 2"
2ND FLOOR SETBACK
25' - 0"
36' - 0"15' - 0"
(N) 3:12
(N
)
3:
1
2
(N) 3:12 (N) 3:12
(N
)
3:
1
2
(N) 3:12
(N
)
3:
1
2
(N
)
3:
1
2
(N) 3:12(N) 3:12
(N
)
3:
1
2
(N) 3:12
(N) 3:12
(N
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3:
1
2
(N) 3:12 (N) 3:12
(N
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3:
1
2
10' - 0"
11' - 11"
4' - 0"
15' - 0"
(N) A/C
(N) A/C
(N) TANKLESS
W/H
(N) TANKLESS
W/H
6' - 0"
14' - 0 1/2"
(N) POOL
EQUIPMENT 6'
MAX. HEIGHT
10
'
-
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10
'
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"
(N) 2' MAX.
RET. WALL
10' - 5"
14' - 10 1/2"
(N) 5' TO 6' MAX.
ALUMINUM FENCE
PER POOL
STANDARDS
30
'
-
0
"
18
'
-
1
"
ALL EXTERIOR DOORS WITH DIRECT ACCESS TO POOL
TO BE PROVIDED WITH ALARM PER POOL STANDARDS
SPORTS
COURT
LED LIGHT
SPORTS
COURT
LED LIGHT
25' - 0"
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'
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2
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78
'
-
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"
6'
-
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"
6'
-
0
1
/
2
"
15' - 0"
4'
-
9
"
10' - 0"5' - 0"
12
'
-
4
"
10
'
-
7
"
Scale
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GENERAL NOTES
APPLICABLE CODES:
2022 CALIFORNIA BUILIDNG CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CORE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
FLOW RATES:
FIXTURE TYPE MAXIMUM ALLOWABLE FLOW RATE
SHOWERHEADS 1.8 GPM @ 80 PSI
LAVATURY FAUCETS, RESIDENTIAL 1.2 GPM @ 60 PSI
KITCHEN FAUCETS 1.5 GPM @ 60 PSI
METERING FAUCETS 0.2 GALLONS/CYCLE
URINALS 0.125 GALLONS/FLUSH
ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.
IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETW EEN PLANS AND FIELD CONDITIONS CONTRACTOR MUST
IMMEDIATELY NOTIFY THE DESIGNER, IN WRITING.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION DOCUMENTS INCLUDING , BUT NOT
LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT PRIOR TO THE INITIATION
AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A DISCREPANCY, IT IS THE
CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT DESIGNER, IN WRITING, PRIOR TO THE START OF
CONSTRUCTION
PRIOR TO STARTING CONSTRUCTION,THE CONTRACTORIS RESPONSIBLETO ENSURE THAT ALL REQUIRED PERMITS
AND APPROVALS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON
SITE AT ALL TIMES.
THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ALL
DOCUMENTS AND CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
ALL WORK MUST BE PERFORMED IN ACCORDANCEWITH THESE PLANS,. SPECIFICATIONS AND CONDITIONSOF
APPROVAL,AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS,CODES, LAWS
AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH
JURISDICTION OVER THIS PROJECT
OUTLETS ALONG WALL COUNTER SPACE, ISLAND AND PENINSULA COUNTER SPACE IN KITCHENS SHALL HAVE A
MAXIMUM SPACING OF 48". (210-52 NEC)
ALL NEW LIGHTING SHALL BE FROM AN ENERGY HIGH EFFICACYLIGHT SOURCE (E.G. FLUORESCENT LAMP).(T-24,
SEC. 150(K))
EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF
EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH
ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE
AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1)
A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE
JOB SITE.
PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED
SEWAGE DISPOSAL SYSTEM (R306.3)
KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS
SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4)
A MAINTENANCE OF VEHICLE LIFT SYSTEM (2-LEVELS OR MORE) AFFIDAVIT”SHALL BE APPROVED AND RECORDED
PRIOR TO ISSUING A BUILDING PERMIT.
A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTESHALL BE RECYCLE
AND/OR SALVAGE FOR REUSE IN ACCORDANCE WITH CALIFORNIA GREEN BUILDING STANDARDS CODE,
CHAPTER 4 DIVISION 4.4. (R334)
FINISH MATERIALS INCLUDING ADHESIVES, SEALANTS, CAULKS, PAINTS AND COATING, AEROSOL PAINTS AND
SYSTEMS AND COMPOSITE WOOD PRODUCTS SHALL MEET THE VOLATILE ORGANIC COMPOUND (VOC)
EMISSION LIMITS IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4
DIVISION 4.5. (R340)
WHEN A VAPOR RETARDER IS REQUIRED, A CAPILLARY BREAK SHALL BE INSTALLED IN ACCORDANCE WITH
THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.5. (R506.2.3.1)16.ANNULAR
SPACE AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN BOTTOM/SOLE PLATES AT EXTERIOR
WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS IN
ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. (R602.3.4.1)
THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR
POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS,
APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN
FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY
MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
AN APPROVED SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN-STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF
THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158 AND 180,670) SEPARATE
PLUMBING PERMIT IS REQUIRED.\
PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS
MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
PROVIDE (70) (72) INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT
MATERIALS FOR SHOWER ENCLOSURE. (1210.2.3, 2406.4.5, R307.2, R308.4)
VICINITY MAP
BLOCK MAP
LEGAL DESCRIPTION
SHEET INDEX
OWNER'S INFO DESIGNER
PROJECT INFO
SCOPE OF WORK
INTELECTUAL PROPERTY NOTICE:
THESE DRAWINGS ARE EXCLUSIVE PROPERTY OF MILS BEAM DESIGN AND
SHALL NOT BE REPRODUCED/USED IN WHOLE OR PARTIALLY WITHOUT THE
WRITTEN AGREEMENT OF MILS BEAM DESIGN
RF
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TITLE 24STRUCTURAL ENGINEER
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FIRE PLANS DEFFERED SUBMITTAL
3/32" = 1'-0"
A-0
SITE PLAN/GENERAL
NOTES/INFO
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A-0 SITE PLAN/GENERAL NOTES/INFO
A-0.1 EXISTING SITE PLAN
A-1 EXISTING/DEMO 1ST FLOOR PLAN
A-2 PROPOSED 1ST FLOOR PLAN
A-3 PROPOSED 2ND FLOOR PLAN & GAZEBO
A-4 ROOF PLAN
A-5 ELEVATIONS
A-6 ELEVATIONS
A-7 ELEVATIONS
APN: 5769-001-004
Situs Address:
1354 MICHILLINDA AVE ARCADIA CA 91006-1921
Legal Description (for assessment purposes):
TRACT # 11204 LOT 1
Mils Beam Design
2130 Colby Ave, #6
Los Angeles, CA 90025
t. (310) 866-5630
milsbeamdesign@gmail.com
LOT AREA:26,400 SQ.FT.
(E) S.F.D. AREA PER ASSESSOR'S:3,273 SQ.FT.
(E) BUILDING HEIGHT:14'-0"
(N) BUILDING HEIGHT:30'-0"
(N) # OF STORIES 2
ZONE: R-O
YEAR BUILT:1954
OCCUPANCY: R-2
EXISTING FIRE SPRINKLER:NO
LOT AREA:26,400 SQ.FT.
(E) 1ST FLOOR (EXCLUDING GARAGE & STORAGE) TO REMAIN 3,020 SQ.FT.
PORTION OF (E) 1ST FLOOR TO BE REMOVED 47 SQ. FT.
(E) GARAGE & STORAGE TO BE REMOVED 479 SQ.FT.
(N) 1ST FLOOR ADDITION INCLUDING GARAGE:1,379 SQ.FT.
(N) 1ST FLOOR COVERED PORCH:82 SQ.FT.
(N) 2ND FLOOR ADDITION:2,186 SQ.FT.
(N) 2ND FLOOR COVERED BALCONY:167 SQ.FT. + 55 SQ.FT.
TOTAL 2-STORY HOUSE AREA (INCLUDING GARAGE): 6,889 SQ.FT.
(N) 1ST FLOOR GARAGE 736 SQ.FT.
TOTAL 2-STORY HOUSE AREA (EXCLUDING GARAGE): 6,153 SQ.FT.
(N) GAZEBO 120 SQ.FT.
TOTAL FAR AREA:7,009 SQ.FT.
MAX. FAR 9,600 SQ.FT.
1. EXISTING HOUSE REMODEL & ADDITION
2. NEW POOL W/ SPA
3. NEW GAZEBO
4. NEW MULTI-SPORT COURT
3/32" = 1'-0"1 Site/Roof Plan
A-8 SECTIONS
A-9 DETAILS
A-10 3D RENDERS
L-0 EXISTING LANDSCAPE PLAN
L-1 PROPOSED LANDSCAPE PLAN
BUILDING FOOTPRINT AREA 4,644 SQ.FT.
GAZEBO FOOTPRINT AREA 120 SQ.FT.
TOTAL FOOTPRINT AREA 4,764 SQ.FT.
MAX LOT COVERAGE 9,240 SQ.FT.
No. Description Date
1 Revision 1 Date 1
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MICHILLINDA AVE
(E)
DRIVEWAY
(E) 1-STORY S.F.D.
(E) ELECTRICAL
POWER POLE
(E)
DRIVEWAY
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PROPERTY LINE 119.99'
PROPERTY LINE 120.00'
(E) POOL
(E)
SPA
22. (E) PALM
TREE
23. (E) PALM
TREE
1. OAK TREE
2. OAK TREE
6. OAK TREE
7. OAK TREE
8. OAK TREE
3. OAK TREE
ø 1 ' - 0 "
ø 1 ' - 0 "
4. OAK TREE
ø 1' - 1"
ø 0' - 8"
ø 0' - 8"ø 0' - 7"
5. OAK TREE
ø 1' - 8"
2
'
-
0
"
4' - 3"
ø 0 ' - 3 "
ø 1 ' - 0 "
ø 0 ' - 8 "
ø 0 ' - 1 0 "ø 1 ' - 1 "ø 1 ' - 0 "
ø 0' - 10"
ø 0 ' - 4 "
ø 0' - 4 1/2"
1
'
-
1
"
ø 1 ' - 8 "
ø 0 ' - 9 "
ø 2 ' - 2 "
ø 0 ' - 4 "
0' - 9 1/2"
ø 0 ' - 4 "
ø 0 ' - 4 "
9.
10.
11.
12.
13.
14.
OAK
TREE
15.
OAK
TREE
16.
17. OAK TREE
18.
19.
20.
24.25.
26.
27.28.29.
21.
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-
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"
SE
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'
-
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SETBACK
20' - 1"82' - 0 1/2"
SETBACK
17' - 6"
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DN
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ø 1 ' - 7 "ø 0' - 8"
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6
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58
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-
1
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EXISTING SITE PLAN
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No. Description Date
1 Revision 1 Date 1
NEW REQUIRED FRONT SETBACK AT
1354 MICHILLINDA AVE:
AVERAGE SETBACK OF ADJACENT PROPERTIES
(56'+52.5')/2 = 54.25'
Grade Level
0' -0"
(N) STUCCO
2nd Floor TP
23' -6 1/2"
(N) Roof
30' -0"
(N) 1st Floor TP
11' -8 1/4"
(N) FAUX
STONE
(N) STUCCO
224 223 224
218 350 218
387
3 :1 2
3:12
210
(N) ROOF
(N) ROOF(N) ROOF
14
'
-
0
"
(N) DARK GRAY
ALUMINUM TRIM
(N) STUCCO
2nd Floor TP
23' -6 1/2"
(N) Roof
30' -0"
(N) FAUX STONE(N) STUCCO
(N) STUCCO
214 222
390 388 388
210 210
225 225
394 394 394
210
200
394
200
(N) ROOF
(N) ROOF (N) ROOF(N) DARK GRAY
ALUMINUM TRIM
(N) FAUX STONE
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A-5
ELEVATIONS
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1/4" = 1'-0"1 West
1/4" = 1'-0"2 East
1/4" = 1'-0"3 West - Gazebo
STUCCO FINISH
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CONCRETE TILE ROOF
WESTLAKE ROYAL ROOFING SOLUTIONS / SHADOW BLACK
CRRC: 0942-0196, REF: 0.11, EMI: 91, SRI: 8
FAUX STONE
GENSTONE / VANILLA BEAN PANEL
Grade Level
0' -0"
2nd Floor FF
12' -8 1/4"
2nd Floor TP
23' -6 1/2"
(N) Roof
30' -0"
(N) 1st Floor TP
11' -8 1/4"
(N) STUCCO
226 227 208 227
225
228 228 228 228
(N) ROOF
(N) ROOF
(N) ROOF
3:12
225 Adjecent Property
North Ground Floor I
5' -4"
(N) FAUX STONE
Grade Level
0' -0"
2nd Floor FF
12' -8 1/4"
2nd Floor TP
23' -6 1/2"
(N) Roof
30' -0"
(N) 1st Floor TP
11' -8 1/4"
(N) FAUX STONE
(N) FAUX STONE
(N) STUCCO
201 201
222 222
157
(N) ROOF
(N) ROOF
(N) ROOF
(N) ROOF
3 :1 2
209 209
Adjecent Property
North Ground Floor I
5' -4"
201 201 209 209 225 225
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A-6
ELEVATIONS
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1/4" = 1'-0"1 South
1/4" = 1'-0"2 North
Grade Level
0' -0"
(E) Roof
14' -0 9/32"
Adjacent Property
Ground Floor II
-2' -0"
1st Floor FF
0' -10"
1st Floor TP
9' -0"
2nd Floor FF
12' -8 1/4"
2nd Floor TP
23' -6 1/2"
(N) Roof
30' -0"
(N) 1st Floor TP
11' -8 1/4"
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A-7
ELEVATIONS
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1/4" = 1'-0"1 Front Fence
Grade Level
0' -0"
(E) Roof
14' -0 9/32"
1st Floor FF
0' -10"
1st Floor TP
9' -0"
2nd Floor TP
23' -6 1/2"
(N) Roof
30' -0"
(N) 1st Floor TP
11' -8 1/4"
(E) CRAWLSPACE
(N) SLAB ON GRADE(E) F.J.
(N) F.J.
(N) F.J.(N) C.J.
(N) R.R.(N) R.R.
3 :1 2
10
'
-
1
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1
/
2
"
10
'
-
1
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1
/
2
"
Grade Level
0' -0"
(E) Roof
14' -0 9/32"
1st Floor FF
0' -10"
1st Floor TP
9' -0"
2nd Floor FF
12' -8 1/4"
2nd Floor TP
23' -6 1/2"
(N) Roof
30' -0"
(N) 1st Floor TP
11' -8 1/4"
(E) CRAWLSPACE
(N) SLAB ON GRADE (E) F.J.
(N) F.J.
(N) C.J.
(N) R.R.(N) R.R.
10
'
-
1
0
1
/
2
"
10
'
-
1
0
1
/
2
"
Scale
Project number
Date
Drawn by
Checked by
1/4" = 1'-0"
A-8
SECTIONS
245
MI
C
H
I
L
L
I
N
D
A
H
O
U
S
E
04.15.23
Author
Checker
13
5
4
M
I
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A
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E
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A
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A
D
I
A
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C
A
9
1
0
0
6
No. Description Date
1/4" = 1'-0"1 Section 1
1/4" = 1'-0"2 Section 2
Scale
Project number
Date
Drawn by
Checked by
A-10
3D RENDERS
245
MI
C
H
I
L
L
I
N
D
A
H
O
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04.15.23
MJ
Checker
13
5
4
M
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A
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A
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I
A
,
C
A
9
1
0
0
6
No. Description Date
1 Revision 1 Date 1
1 Front View