HomeMy WebLinkAboutPlansA-5
A-5
A-61
A-6
1
2
2
(E) 1-STORY S.F.D. REMODEL
& ADDITION & 2ND FLOOR
ADDITION
"FIRE SPRINKLER REQUIRED"
(N) 4' HIGH BLOCK WALL
(N) AUTOMATIC
GATE
(N) AUTOMATIC
GATE
PR
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PROPERTY LINE 119.99'
PROPERTY LINE 120.00'
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1
'
(N) POOL W/
POOL COVER
(N) MULTI-SPORT COURT
(VERSA COURT OR SIMILAR ON
CONCRETE)
BASKETBALL, TENNIS & BADMINTON
82' - 0 1/2"
AD
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(N) GAZEBO
"NON SPRINKLED"
(N)
SPA
MICHILLINDA AVE
5'
3'
REMOVE (E) POOL EQUIPMENT
REMOVE (E) POOL EQUIPMENT ENCLOSURE DOOR
(N) GRAVEL TO MATCH (E)
(E) HEDGES
(E
)
H
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(N) TRAVERTINE STONE
(N) TRAVERTINE STONE
(N) CONCRETE HARDSCAPE
2,463 SQ.FT. (39.26% HARDSCAPE AT FRONT YARD)
6,274 SQ. FT. FRONT YARD AREA (40% MAX.)
(N) GRAVEL
(E) LANDSCAPE
(E
)
L
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D
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(N) WATER
FEATURE
6' MAX.
HEIGHT
14
'
-
0
"
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
A-5
3
(N) SLIDE
6' MAX. HEIGHT
(N)
BAJA
SHELF
(N) GRAVEL
(E)
LANDSCAPE
A-7
1
59' - 2"
36' - 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
)
3:
1
2
(N) 3:12 (N) 3:12
(N
)
3:
1
2
(N) A/C
(N) A/C
(E) TANKLESS
W/H (RELOCATED)
(E) TANKLESS
W/H (RELOCATED
14' - 0 1/2"
(N) POOL
EQUIPMENT 6'
MAX. HEIGHT
10
'
-
0
"
(N) 2' MAX.
RET. WALL
14' - 2 1/2"
(N) 5' TO 6' MAX.
ALUMINUM FENCE
PER POOL
STANDARDS
30
'
-
0
"
ALL EXTERIOR DOORS WITH DIRECT ACCESS TO POOL
TO BE PROVIDED WITH ALARM PER POOL STANDARDS
SPORTS
COURT LED
LIGHT 20'
MAX. HEIGHT
SPORTS COURT
LED LIGHT 20'
MAX. HEIGHT
78
'
-
0
"
5'
-
1
0
"
4'
-
9
"
10' - 0"
REPLACE (E) ELECTRICAL WIRE WITH (N)
ELECTRICAL WIRE W/ PROTECTIVE COVER
(N) D.S.
(N) D.S.
(N) D.S.(N) D.S.
(N) D.S.
(N) D.S.
(N) D.S.
(N) D.S.
(N)
D.S.
(N)
D.S.
(N)
D.S.
15' - 0"
6' - 0"
6'
-
0
"
(N) BASKETBALL
HOOP
(N) BASKETBALL
HOOP
8'
-
1
1
/
2
"
4'
-
1
0
1
/
2
"
INCREASE DRIVEWAY
AND APRON 2'-0"
INCREASE DRIVEWAY
AND APRON 2'-0"
(E)
HOSE
BIB
(N)
HOSE
BIB
(N) HOSE BIB
(N) HOSE
BIB
(E) HOSE BIB
A-54
(N) 24" BOX
COAST LIVE
OAK TREE
(N) 24" BOX
COAST LIVE
OAK
(N) COVERED PATIO
37' - 1 1/2"
10
'
-
1
0
1
/
2
"
(N) 24" BOX
COAST LIVE
OAK TREE
(N) 24" BOX
COAST LIVE
OAK TREE
2'
-
9
"
2'
-
9
"
2' - 9"2' - 9"
2' - 9"2' - 9"
2'
-
9
"
1'
-
0
"
(N)
BALCONY
(N) BALCONY 6'
-
2
"
25' - 3"
23' - 7"
3'
-
6
"
1ST FLOOR SETBACK
18' - 7"
1ST FLOOR SETBACK
18' - 8"
(E) WATER METER
(E) GAS METER
2' - 0"2' - 0"
1S
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52
'
-
4
"
2ND FLOOR SETBACK
26' - 4"
2ND FLOOR SETBACK
34' - 1"
(N) 3:12
(N
)
3:
1
2
(N) 3:12
(N
)
3:
1
2
2.
5
:
1
2
2' - 9"
5
A-8.2
A-8.21
A-8.2
2
A-8.2 3
A-8.2
4
5.11%
2%
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DRAINAGE
(N
)
6
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F
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L
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G
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)
(N) BLOCK WALL ON TOP OF (E) WALL (MAXIMUM 6'-0" IN HEIGHT) TO FOLLOW GRADE. SEE A-8.3 / #1
(N) 4' HIGH BLOCK WALL FENCE
(TO FOLLOW GRADE LINE)
(N) 4' HIGH BLOCK
WALL FENCE
(TO FOLLOW
GRADE LINE)
(N) 6' HIGH BLOCK
WALL FENCE
(TO FOLLOW
GRADE LINE)
25' - 0"
10
'
-
0
"
12' - 3"
12' - 7"
(E) PALM
TREE
(N
)
D
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FILL: 20 CY
72
'
-
7
1
/
2
"
1S
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A
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95
'
-
1
"
12' - 0"
86
'
-
1
0
"
12' - 0"4' - 0"
2N
D
F
L
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A
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69
'
-
4
1
/
2
"
2N
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10
5
'
-
1
1
1
/
2
"
5' - 0"
1' - 0"1' - 0"
2'
-
9
"
2'
-
9
"
2' - 9"
2' - 9"
2' - 9"
2'
-
9
"
2' - 9"
2'
-
9
"
2' - 9"
2'
-
9
"
2'
-
9
"
2' - 9"2' - 9"
2'
-
9
"
3'
-
7
"
0' - 3"0' - 3"
2'
-
9
"
6' - 6"
1' - 0"
(N) TEXANUM PRIVET (3' IN HEIGHT AT TIME OF
PLANTING AND THAT WILL GROW AT LEAST 5' TO 6')
1'
-
6
"
1' - 5 1/2"
0' - 8 1/2"
3
A-8.3
(N) RETAINING WALL, 2' MAX.
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GENERAL NOTES
APPLICABLE CODES:
2022 CALIFORNIA BUILIDNG CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CORE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2022 CALIFORNIA ENERGY STANDARDS
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 BETWEEN 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 CONTRACTORS 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 ACCORDANCE WITH THESE PLANS. SPECIFICATIONS AND CONDITIONS OF
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 NON HAZARDOUS 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 (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)
ALL GRADING QUANTITIES TO BE VERIFIED IN FIELD.
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 CONSULTANT
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FIRE PLANS DEFFERED SUBMITTAL
THIS IS A REBUILD PROJECT
DIG ALERT (811) IS TO BE CONTACTED AND COMPLIANCE WITH
EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 TO
BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE.
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 ELEVATION
A-8 SECTIONS
A-8.1 SECTIONS
A-8.2 MULTISPORT COURT ELEVATIONS & SECTION
A-8.3 BLOCK WALL ELEVATIONS
A-9 DETAILS
A-10 3D RENDERS
L-0 EXISTING LANDSCAPE PLAN
L-1 PROPOSED LANDSCAPE PLAN
GN-1 GENERAL NOTES
GR-1 CALGREEN
GR-2 CALGREEN
A-11 POOL PLAN & SECTION
STANDARD POOL STRUCTURAL PLAN
FOOTING SURCHARGE
DETAIL #271
DETAIL #601
DETAIL #614
S1.0 STRUCTURAL SPECIFICATIONS
S1.1 STRUCTURAL SPECIFICATIONS
S1.2 STRUCTURAL SPECIFICATIONS
S1.3 ROOF TRUSS SPECIFICATIONS
S2.0 FOUNDATION PLAN
S3.0 2ND FLOOR FRAMING W/1ST FLOOR WALLS
S3.1 ROOF FRAMING W/2ND FLOOR WALLS
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:29'-1"
(N) # OF STORIES 2
ZONE: R-O
YEAR BUILT:1954
OCCUPANCY: R-3
CONSTRUCTION TYPE:V-B
VHFHZS:NO
EXISTING FIRE SPRINKLER:NO
NEW FIRE SPRIKLER (MAIN HOUSE)YES (SPRINKLED)
NEW FIRE SPRIKLER (GAZEBO)NO (NON-SPRINKLED)
LOT AREA:26,400 SQ.FT.
(E) 1ST FLOOR (EXCLUDING (E) GARAGE & (E) STORAGE TO REMAIN)3,011 SQ.FT.
PORTION OF (E) 1ST FLOOR TO BE REMOVED 49 SQ. FT.
(E) GARAGE & STORAGE TO BE REMOVED 479 SQ.FT.
(N) 1ST FLOOR ADDITION INCLUDING GARAGE:1,350 SQ.FT.
(N) 1ST FLOOR COVERED PORCH:82 SQ.FT.
(N) 1ST FLOOR COVERED PATIO:404 SQ.FT.
(N) 2ND FLOOR ADDITION:2,153 SQ.FT.
(N) 2ND FLOOR COVERED BALCONY:156 SQ.FT. + 23 SQ.FT.
TOTAL 2-STORY HOUSE AREA (INCLUDING GARAGE): 7,179 SQ.FT.
(N) 1ST FLOOR GARAGE 729 SQ.FT.
TOTAL 2-STORY HOUSE AREA (EXCLUDING GARAGE): 6,450 SQ.FT.
(N) GAZEBO 120 SQ.FT.
TOTAL FAR AREA: 7,299 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
BUILDING FOOTPRINT AREA 5,053 SQ.FT.
GAZEBO FOOTPRINT AREA 120 SQ.FT.
TOTAL FOOTPRINT AREA 5,173 SQ.FT.
MAX LOT COVERAGE 9,240 SQ.FT.
PolyTech Consulting, Inc.
Ricardo R. Garcia
11520 Jefferson Blvd., STE 226
Culver City, CA 90230
t. (661) 904-1589
alex@polytechconsulting.com
Darrel Hovde
Hovde Engineering
1201 Coe Sr.
Camarillo, CA 93010
t. (805) 444-5029
Sushil Anand
1354 Michillinda Ave.
Arcadia, CA 91006
t. (504) 338-6596
sushilanandmd@yahoo.com
S4.0 STRUCTURAL DETAILS
S5.0 FRAMING DETAILS
S5.1 FRAMING DETAILS
S5.2 FRAMING DETAILS
TITLE 24 SHEETS
(EN1, EN2, EN3 & EN4)
No. Description Date
ADJACENT GRADE
PL
6'
-
0
"
M
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PL
PL
(N) BLOCK WALL ON
TOP OF (E) WALL
(MAXIMUM 6'-0" IN
HEIGHT) TO FOLLOW
GRADE. SEE A-8.3 / #1
6'
M
A
X
.
5.11%
(N) TEXANUM PRIVET (3' IN HEIGHT AT TIME OF
PLANTING AND THAT WILL GROW AT LEAST 5' TO 6')
PL
PL
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1/8" = 1'-0"
A-8.2
MULTISPORT COURT
ELEVATIONS &
SECTION
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No. Description Date
1/8" = 1'-0"1 Multisport Court South
1/8" = 1'-0"2 Multisport Court West
1/8" = 1'-0"3 Multisport Court North
1/8" = 1'-0"5 Multisport Court Section
1/8" = 1'-0"4 Multisport Court East