HomeMy WebLinkAboutPlansSAN VICENTE RD
WM
100' PROPERTY LINE
EXISTING
DRIVEWAY
EXISTING
ONE-STORY
RESIDENTIAL
20
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100.21' PROPERTY LINE
N
ELEC
ELEC
EL
E
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PROPOSED
ONE-STORY
ADU
FR
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T
S
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B
A
C
K
48
'
-
8
"
52
'
-
3
"
21
'
-
7
"
33
'
-
0
"
RE
A
R
S
E
T
B
A
C
K
52
'
-
3
"
20
7
'
-
9
"
18' - 0"
SETBACK
10' - 6"
5'
-
4
"
22
'
-
2
"
75
'
-
4
"
52
'
-
1
"
56
'
-
1
1
"
100' - 0"
12' - 9"
EXISTING
TWO-CAR
GARAGE
(E)
SHED
ELEC
3' - 0"
STEP
22
'
-
2
"
NEW
WORK SHOP
13' - 0"
REFERENCE N0.
REFERENCE N0.
ELEVATION NO.
ELEVATION NO.
SHEET NO.
DETAIL NO.
SHEET NO.
SHEET NO.
DETAIL NO.
ROOM NO.
ROOM NO.
SECTION NO.
SHEET NO.
SECTION NO.
SHEET NO.
SHEET NO.
SHADED
PORTION IS
SIDE
CONSIDERED
DOOR SYMBOL
WINDOW SYMBOL
BUILDING GRID
AREA DETAIL
INT. ELEVATION
EXT. ELEVATION
12.1
24A6.1
1
A3.1
2
A5.1
4
REFERENCE
A1.1
4
DETAIL
1 LINES
1.A
A
N
A3.4
3
2
A1.2
SECTION
(CLOUD AROUND
REV. OPTIONAL)
REVISION NO.
MATCH LINE
WORK POINT
CONTROL POINT
OR DATUM POINT
A2.1
3
REVISION CLOUD
NORTH
ARROW
FINISH
CEILING
HEIGHT
WALL
SECTION
N
x'-x"
SHEET NO.10
16
14
15
20
19
18
812
11
10
7
6
1317 95
4
3
2
1
24
22
23
21
ALL DRAWINGS AND DETAILS ARE IDENTIFIED BY THE
GRID NUMBER IN THE LOWER RIGHT HAND CORNER. ALL
NUMBER LOCATIONS CONFORM TO THIS GRID SYSTEM.
PROPERTY LINE
BUILDING LINE
LEGEND:
WATER FLOW
DIRECTION
LANDSCAPE
CONCRETE
DATE:
REVISED:
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SHEET TITLE:
SHEET NO:
2024 M-SITU DESIGN LLC
24.01.15
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SITE PALN,
DRAWING
INDEX &
GENERAL
NOTES
2023-30
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Sheet
Number Sheet Name
GENERAL
T.1 SITE PALN, DRAWING INDEX &
GENERAL NOTES
T.2 GENERAL NOTES
T.3 CALGREEN CHECKLIST
T.4 CALGREEN CHECKLIST
T.5 CALGREEN
ARCHITECTURAL
A2.1 DEMO & PROPOSED FLOOR PLANS
A2.2 ELECTRICAL PLANS & REFLECTED
CEILING PLANS
A2.3 ROOF PLAN, DOOR & WINDOW
SCHEDULES
A2.4 ADU_BUILDING ELEVATIONS &
SECTIONS
A2.5 WORKSHOP _ BUILDING
ELEVATIONS & SECTIONS
STRUCTRAL
S101 GENERAL NOTES
S201 FOUNDATION PLAN
S301 ROOF FRAMING PLAN
S401 FOUNDATION DETAILS
S501 FRAMING DETAILS
S502 FRAMING DETAILS
TITLE 24
T-24-1 TITLE 24
T-24-2 TITLE 24
T-24-3 TITLE 24
ARCHITECTURE DESIGNER:
M-SITU DESIGN LLC.
4786 Peck Road, #A,
El Monte, CA 91732
T/626.310.2728
CONTACT: MANDY SITU
OWNER:
T/626.825.8189
CONTACT: VIVIEN WATTS
PROJECT DIRECTORY SCALE:
N.T.S.9
870 SAN VICENTE DR. ARCADIA, CA 91007
PROJECT SITE
SHEET GRID SCALE:
N.T.S.
LEGEND SCALE:
N.T.S.12 VICINITY MAP SCALE:
N.T.S.4
PROJECT DESCRIPTION
BUILDING SUMMARY SCALE:
NTS 10
APN 5776-026-011
ZONING R-1 (SINGLE FAMILY DWELLING)
LOT SIZE 20,950 SF
EXISTING HOUSE 3,403 SF + 447 SF GARAGE
# OF GARAGES 1
FIRE SPRINKLER NO @ EXISTING HOUSE
SCOPE OF WORK:
1. DETACHED ON-STORY ADU @ REAR YARD 594 SF
2. ATTACHED ONE-STORY WORKSHOP @ (E) 2-CAR GARAGE 288 SF
DRAWING INDEX
APPLICABLE CODES
•2022 CALIFORNIA RESIDENTIAL CODE (CRC)
•2022 CALIFORNIA PLUMBING CODE (CPC)
•2022 CALIFORNIA MECHANICAL CODE (CMC)
•2022 CALIFORNIA ELECTRIC CODE (CEC)
•2022 CALIFORNIA ENERGY CODE (CENC)
•2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
NOTES SCALE:
NTS 5
BUILDING CODE SUMMARY
PROPOSED BUILDING AREA:
OCCUPANCY GROUP: R-3/U
CONSTRUCTION TYPE: V-B
NOTE:
PROVIDE A RAIN BARRIER INSTALLED
AT THE UNDERSIDE SURFACE OF THE
ROOF SHEATHINGS AND THE INSIDE
SURFACE OF GABLE ENDS OR OTHER
EXTERIOR VERTICAL SURFACE OF
GABLE ENDS OR OTHER
CALCULATIONS. CBEES 150.1(C)2&
TABLE 150.1-A.
NOTES:
1. ALL NONCOMPLIANT PLUMBING FIXTURES SHALL BE REPLACED WITH WATER-
CONSERVING PLUMBING FIXTURE PRIOR TO FINAL INSPECTION.
2. 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.
3. IF EXISTING FIRE SPRINKLERS ARE IN PLACE A SEPARATE FIRE DEPARTMENT PERMIT IS
REQUIRED FOR THE MODIFICATION OF FIRE SPRINKLERS. PLANS SHALL STATE DEFERRED
SUBMITTAL TO FIRE DEPARTMENT FOR FIRE SPRINKLERS.
4. 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.
5. SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS
DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR
EQUIPMENT IN THE PUBLIC WAY. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL
SHOW THEIR VALID WORKERS' COMPENSATION INSURANCE CERTIFICATE.
6. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24
REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE
RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT
THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO
REQUESTING INSPECTION.
7. 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.
8. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE
TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO
INHIBIT SEDIMENTS FROM BEING
9. DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP
IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
10. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR
WATER.
11. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A
COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND
DISPERSAL BY WIND.
12. 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.
13. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED IN
ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION,
ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE IN DIAMOND BAR, PHONE NO.
(909) 396-2000. BE ADVISED, SCAQMD MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR
TO START OF WORK.
14. ALL NONCOMPLIANT PLUMBING FIXTURES SHALL BE REPLACED WITH WATER-
CONSERVING PLUMBING FIXTURE PRIOR TO FINAL INSPECTION.
15. DUE TO THE POSSIBLE PRESENCE OF LEAD-BASED PAINT, LEAD-SAFE WORK PRACTICES
ARE REQUIRED FOR ALL REPAIRS THAT DISTURB PAINT IN PRE-1979 BUILDINGS. FAILURE
TO DO SO COULD CREATE LEAD HAZARDS THAT VIOLATE CALIFORNIA HEALTH &
SAFETY CODE, SECTIONS 17920.10 AND 105256 WITH POTENTIAL FINES FOR
VIOLATIONS UP TO $5,000 (SECTION (D) AMENDED) OR IMPRISONMENT FOR NOT
MORE THAN 6 MONTHS IN THE COUNTY JAIL OR BOTH.
SCALE:
N.T.S.3
SCALE:
N.T.S.1
SCALE:
NTS 2
SITE PLAN SCALE:
3/32" = 1'-0"16
N
STRUCTURAL ENGINEER:
MEP CONSULTING ENGINEERS:
JS ENGINEERING, INC.
410 S. SAN GABRIEL BLVD. #8,
SAN GABRIEL, CA 91776
T/626.497.0558
CONTACT: JOSEPH ZHANG
NB ENGINEERING, INC.
19119 COLIMA RD, UNIT 111
ROWLAND HEIGHTS, CA 91748
T/626.269.9321
CONTACT: JIAFENG GAO
(N) WATER
HEATER
(N) CONDENSOR
(E) AC UNIT
(E) ELEC. PANEL
(N) SUB
ELEC.
PANAL
5" / 12"5" / 12"
5"
/
1
2
"
BU
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5"
/
1
2
"
ROOF ATTIC AREA: 814 S.F.
REQUIRED: 814/ 150 = 5.42 S.F. X 144 = 781.44 SQ. IN
PROVIDED: 4 X (12" X 24" EYEBROW VENT) = 4 X 100 = 400
SQ.IN
PROVIDED: 9X (14" X 5" EAVE VENT) = 9 X 44 = 396 SQ.IN
TOTAL = 796 SQ. IN > 781.44 SQ. IN
D.S
D.S
D.S
INTERIOR SWING DOORA B EXTERIOR SLIDING DOORCEXTERIOR SWING DOOR
FINISH FLOOR LINE
7'
-
0
"
A DOUBLE SLIDING WINDOW B DOUBLE SLIDING WINDOW
3'
-
0
"
C1
FINISH FLOOR LINE
C2
C2C1
3'
-
0
"
DDOUBLE SLIDING WINDOW DOUBLE SLIDING WINDOW DOUBLE SLIDING WINDOW
5'
-
6
"
6'
-
0
"
3'
-
0
"
D DOUBLE SINGLE HUNG WINDOW
2X6 WOOD STUD
@ 16" O.C.
5/8" TYPE X
GYPSUM BOARD
INSULATION
5/8" TYPE X
GYPSUM BOARD
A 1 HR FIRE RATED WALL @ BOTH SIDE
SCALE: 1 1/2 = 1' -0"
EXTERIOR
INTERIOR
EXISTING
TWO-CAR
GARAGE
NEW
WORK SHOP
1/
2
"
/
1
2
"
1/
2
"
/
1
2
"
ROLLED ROOFING TO
MATCH EXISTING ROOF
(N) WALL, TYP.
(N) SHAKE OVERHANG TO
MATCH EXISTING, TYP.
D.SD.S
GUTTER
LEGEND:
D.S. DOWNSPROUT
BRAVA SHAKE TILES
WEATHEROMETER PASS
FIRE RESISTANCE CLASS A
IMPACT RESISTANCE CLASS 4
WIND RESISTANCE APPROVED TO
WITHSTAND WIND SPEEDS OF UP TO
188MPH WITH RING
SHANK NAILS AND UP TO
211MPH WITH HIGH WIND /
SCREW INSTALLATION.
UPLIFT BEND PASS
TEMPERATURE-CYCLING PASS
PENETRATION PASS
NOTES:
1. ALL COLOR AND MATERIALS OF ALL PROPOSED WALLS ,
ROOFS, TRIMS, WINDOWS, DOORS, AND ARCHITECTURAL
FEATURES TO MATCH EXISTING.
2. ROOF COVERING INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER’S INSTALLATION INSTRUCTION.
DATE:
REVISED:
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PROJ. NO:
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SHEET TITLE:
SHEET NO:
2024 M-SITU DESIGN LLC
24.01.15
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A2.3
ROOF PLAN,
DOOR &
WINDOW
SCHEDULES
2023-30
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1/4" = 1'-0"
ROOF PLAN - ADU15B
DOOR SCHEDULE
DOOR NO.
TYPE
MARK SIZE THICKNESS REMARK
D.1 O 5' - 0" X 7' - 0" 0' - 2"
D.2 Q 2' - 8" X 7' - 0" 0' - 1 3/8"
D.3 O 5' - 0" X 7' - 0" 0' - 2"
D.4 A 2' - 8" X 7' - 0" 0' - 1 3/8"
D.5 A 2' - 8" X 7' - 0" 0' - 1 3/8"
D.6 A 2' - 8" X 7' - 0" 0' - 1 3/8"
D.8 A 2' - 8" X 7' - 0" 0' - 1 3/8"
WINDOW SCHEDULE
WINDOW
NO.MARK SIZE
Window Glazing
U-Value
Window Glazing
SHGC Comments
W.1 A 5' - 0" X 4' - 0" 0.30 0.23
W.2 B 3' - 0" X 1' - 6" 0.30 0.23
W.3 C 4' - 0" X 2' - 0" 0.30 0.23
W.4 D 3' - 6" X 4' - 0" 0.30 0.23
W.8 D 3' - 6" X 4' - 0" 0.30 0.23
3
DOOR SCHEDULE SCALE:
NTS
WINDOW SCHEDULE SCALE:
NTS
2
NOTES:
1. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 M2).
THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE
EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN
24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM).
2. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED.
3. WINDOWS AND GLAZED DOORS SHALL BE DUAL GLAZED AND THE WINDOW U-FACTOR AND SHGC MUST BE INDICATED ON THE
SCHEDULE.
4. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED.
WINDOW & DOOR NOTES:
1. DIRECTION OF OPERATION IS SHOWN THE EXTERIOR.
2. ALL GLASS LITES IN DOORS AND SIDELITES TO BE TEMPERED.
3. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY MANUFACTURER. THE IDENTIFICATION SHALL BE EATCHED
OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED.
4. SAFETY GLAZING IS REQUIRED AT THE FOLLOWING LOCATIONS:
A. WINDOWS LOCATED IN TUB AND SHOWER AREAS WHEN THE STILL HEIGHT IS LESS THAN 60 INCHES ABOVE SHOWER OR TUB
DRAIN INLET.
B. GLAZING IN PANELS HAVING AN AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWER EDGE LESS THAN 18 INCHES AND THE
LOWER EDGE LESS THAN 18 INCHES ABOVE A WALKING SURFACE WITHIN 36 INCHES.
C. GLAZING IN GRASS AND EGRESS DOORS
D. WINDOW LOCATED WITHIN 24" OF A DOOR AND WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60" ABOVE WALKING
SURFACE
5. IN EVERY BEDROOM, PROVIDE ON OPERABLE ESCAPE WINDOW MEETING ALL THE FOLLOWING: AN OPERABLE AREA OF NOT LESS
THAN 5.7 SQ, A MINIMUM CLEAR 24IN. HEIGHT AND 20IN. WIDTH, AND A STILL HEIGHT NOT OVER 44IN. ABOVE THE FLOOR.
6. WINDOW TO BE MILGARD 710/910/911 ALUMINUM SERIES OR EQUAL.
7. WINDOW TO BE FLEETWOOD SERIES 2000 OR EQUAL.
8. PROVIDE OPTIONAL SPRING LATCH AND EXTENSION POLE.
NOTES SCALE:
NTS 4SCALE:
N.T.S.12WALL SECTION DETAIL
SCALE:
1/4" = 1'-0"15
WINDOW FLASHING DETAIL SCALE:
N.T.S.20 DOOR FLASHING DETAIL SCALE:
N.T.S.16
ROOF PLANS
3/16" = 1'-0"
ROOF PLAN - WORKSHOP15A
(E) 2-CAR GARAGE
B.O. CEILING
10' -8"
(N) WORKSHOP
B.O. CEILING
11' -0"
T.O. ROOF @
WORKSHOP
12' -4"
(E) 2-CAR GARAGE
B.O. CEILING
10' -8"
(N) WORKSHOP
B.O. CEILING
11' -0"
T.O. ROOF @
WORKSHOP
12' -4"
(E) 2-CAR GARAGE
B.O. CEILING
10' -8"
(N) WORKSHOP
B.O. CEILING
11' -0"
T.O. ROOF @
WORKSHOP
12' -4"
(N) WORKSHOP
B.O. CEILING
11' -0"
EXISTING
TWO-CAR
GARAGE
NEW
WORK SHOP
T.O. ROOF @
WORKSHOP
12' -4"
FINISH FLOOR
0' -0"
(N) WORKSHOP
B.O. CEILING
11' -0"
NEW
WORK SHOP
T.O. ROOF @
WORKSHOP
12' -4"
DATE:
REVISED:
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SHEET TITLE:
SHEET NO:
2024 M-SITU DESIGN LLC
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A2.5
WORKSHOP
_ BUILDING
ELEVATIONS
& SECTIONS
2023-30
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SCALE
1/4" = 1'-0"14WEST BUILDING ELEVATION
SCALE
1/4" = 1'-0"13EAST BUILDING ELEVATION SCALE
1/4" = 1'-0"1SOUTH BUILDING ELEVATION
SCALE
1/4" = 1'-0"2BUILDING SECTION A-A
SCALE
1/4" = 1'-0"5BUILDING SECTION B-B
LEGEND
1" TICK, 3-LAYERS EXTERIOR
STUCCO PAINTED W/ PRIMER,
BROWN COAT, SCRATCH COAT,
EXPANDED METAL LATH, 2-PLY
GRADE D BUILDING PAPER & 5/8"
DENSE GLASS SHEATHINGS.
PROVIDE WEEP SCREED 2" MIN.
TO PAVEMENT & 4" MIN. TO
GROUND, AND CORNER BEARDS
AT ALL CORNERS & EDGES
EXTERIOR SMOOTH STUCCO
PAINT COLOR: TO MATCH EXISTING
FASCIA/ EXTERIOR DOOR/ TRIM
PAINT COLOR: WHITE TO MATCH
EXISTING
ASPHALT COMPOSITE ROOF
SHINGLES, CLASS A, OWEN
CORING OAKRIDE ALGAE
RESISTANT ESTATE GRAY
LAMINATE ASPHALT
SHINGLES, OR EQUAL
INSTALLATION SHALL BE IN
ACCORDANCE WITH MFG'S
SPECIFICATIONS. (MATCH
EXISTING)
UL ER2453-01; UL ER =2453-02
ICC-ES AC438
FM 4474
CRRC RATED PROGRAM
APPROVED
ASTM E108/UL 790 (CLASS A FIRE
RESISTANCE)
ASTM D228
ASTM D3018 (TYPE 1)
ASTM D3462
ASTM D7158 (CLASS H WIND
RESISTANCE)
NOTES:
1.ALL COLOR AND MATERIALS OF ALL
PROPOSED WALLS , ROOFS, TRIMS,
WINDOWS, DOORS, AND
ARCHITECTURAL FEATURES TO
MATCH EXISTING.
2.ROOF COVERING INSTALLATION
SHALL BE IN ACCORDANCE WITH
MANUFACTURER’S INSTALLATION
INSTRUCTION.
3.ALL NEW ROOF MATERIALS, SEE
DETAILS 10 &11/A0.1
4.EXTERIOR COLORS AND MATERIALS
OF THE PROPOSED ADDITION,
INCLUDING WALLS, ROOF, AND
WINDOWS MUST MATCH THE
EXISTING STRUCTURE