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,CUPERTINO N APPROVED
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Approval Qa;-e 02/11/21
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NEW DECK, CONCRETE STEPS AND NEIGHBOR GATE
FOR STEVE RIFAI AND TRISH BILLARD
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ABBREVIATIONS
SYMBOLS
DIRECTORY
A.F.F.
ABOVE FINISHED FLOOR
J.H.
JOIST HANGER
A� GRID LINE - F.O.S. UNLESS OTHERWISE NOTED
OWNER: STEVE RIFAI AND TRISH BILLARD
22637 SAN JUAN RD., CUPERTINO, CA
AB
ANCHOR BOLT
JB
JUNCTION BOX
Tel: 408-230-5984
ABV.
ABOVE
JST.
JOIST
EMAIL: steve@endicia.com
AC
AIR CONDITIONING
JT
JOINT
DIMENSION TO FACE OF FRAMING
ADJ.
ADJUSTABLE
K.D.
KILD DRIED
ALUM.
ALUMINUM
L.H.
LEFT HAND
MODERN HOUSE ARCHITECTS
ASPH.
ASPHALT
LAV.
LAVATORY
ARCHITECT: 1265 INDIANA STREET
B.O.
BOTTOM OF
LT.
LIGHT
DIMENSION TO CENTERLINE
SAN FRANCISCO CALIFORNIA
B.U.R.
BUILT-UP ROOFING
MAX.
MAXIMUM
TEL: (415) 800-8520
BD
BOARD
MED.
MEDIUM
EMAIL: MODERN HOUSE@ME.COM
BLDG.
BUILDING
MFR.
MANUFACTURER
BLKG.
BLOCKING
MIN.
MINIMUM
►j DIMENSION TO FACE OF FINISH
BLW.
BELOW
MIR.
MIRROR
GENERAL CONTRACTOR:GENRAL CONTRACTOR''
BM.
BEAM
MTD.
MOUNTED
CONTACT
BRZ.
BRONZE
MTL.
METAL
2
ADDRESS
BTW.
BETWEEN
(N)
NEW
DETAIL REFERENCE SHEET LOCATION
8.1
CITY, STATE
C.I.
CAST IRON
N.T.S.
NOT TO SCALE
TEL:
C.I.P.
CAST IN PIPE
NIC
NOT IN CONTRACT
FAX:
C.O.
CLEAN OUT
O/
OVER
CAB.
CABINET
OC
ON CENTER
1 INTERIOR ELEVATION KEY
CIVIL ENGINEER: WESTFALL ENGINEERS
CL
CENTER LINE
OPG.
OPENING
7 1 AND SHEET LOCATION
CLG.
CEILING
P.T.
PRESSURE TREATED
BIG BASIN WAY
CLO.
CLOSET
PL.
PLATE
SARATOGA CA
CLR.
CLEAR
PLAM.
PLASTIC LAMINATE
PH:408-867-0244
CMU
CONCRETE MASONRY UNIT
PLYWD.
PLYWOOD
10 DOOR NUMBER, SEE DOOR SCHEDULE
EMAIL:karel@westf.com
COL.
COLUMN
PNL.
PANEL
CONC.
CONCRETE
PR.
PAIR
CONT.
CONTINUOUS
PTD.
PAINTED
CSK.
COUNTERSINK
R
RISER
101 WINDOW NUMBER, SEE WINDOW SCHEDULE
CSMT.
CASEMENT
R.H.
RIGHT HAND
CTR.
CENTER
R.O.
ROUGH OPENING
NOTES
CW
COLD WATER
R.W.L.
RAIN WATER LEADER
ELEVATION DATUM POINT
DF
DOUGLAS FIR
RAID. / R. RADIUS
DH
DOUBLE HUNG
REINF.
REINFORCED
DIA.
DIAMETER
REQ'D
REQUIRED
1. PRIOR TO ANY SITE DISTURBANCE, A LICENSED SURVEYOR OR CIVIL
DIM.
DIMENSION
RESIL.
RESILIENT
1 CROSS SECTION SHEET LOCATION
ENGINEER SHALL STAKE THE BUILDING CORNERS, ESTABLISH AVERAGE
DISP.
GARBAGE DISPOSAL
RM.
ROOM
A4.1
NATURAL GRADE, AND SETA REFERENCE POINT (IF HEIGHT REFERENCE IS
DN.
DOWN
RWD.
REDWOOD
OTHER THAN NATURAL GRADE, LICENSED SURVEYOR OR CIVIL ENGINEER
DR.
DOOR
S.A.D.
SEE ARCHITECTURAL DRAWINGS
SHALL DETERMINE THE SPECIFIED REFERENCE POINT).
DTL
DETAIL
S.C.
SOLID CORE
1 EXTERIOR ELEVATION
2. CONSTRUCTION SHALL BE ENCLOSED BY 6' OPAQUE FENCE AT ALL TIMES
DW
DISHWASHER
S.C.D.
SEE CIVIL DRAWINGS
A3.1
DURING CONSTRUCTION.
DWG.
DRAWING
S.L.D.
SEE LANDSCAPE DRAWINGS
DWR.
DRAWER
S.P.
SOLID PIPE
3. NO CONSTRUCTION MATERIAL, EQUIPMENT, PORTABLE TOILETS, TRASH
(E)
EXISTING
S.S.
STAINLESS STEEL
00.00' SPOT ELEVATION
CONTAINERS, OR DEBRIS SHALL BE PLACED IN THE PUBLIC RIGHT-OF-WAY.
EA.
EACH
S.S.D.
SEE STRUCTURAL DRAWINGS
EL.
ELEVATION
S.T.
STEEL TROWEL
4. A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND
ELEV.
ELEVATOR (OR ELEVATION)
SH.
SHELF
DEBRIS ON SITE WHICH COULD OTHERWISE BLOW AWAY, SHALL BE
EQ
EQUAL
SHR.
SHOWER
❑ DRAWING KEYNOTE
1
REGULARLY COLLECTED AND PLACED IN CONTAINER.
EXP.
EXPOSED
SIM.
SIMILAR
5. ALL CONSTRUCTION DEBRIS (WOOD SCRAPS AND OTHER DEBRIS, WHICH
EXT.
EXTERIOR
SPK.
SPEAKER
CANNOT BLOW AWAY) SHALL BE PILED WITHIN THE PROPERTY LINES OF THE
Y °
F.G.
FINISHED GRADE/FIXED GLASS
STL.
STEEL
PROJECT IN A NEAT ANDSAFE MANNER.
° �
F.O.C.
FACE OF CONCRETE
STN.
STAIN
MATCH LINE
°
� W
F.O.F.
FACE OF FINISH
T&G
TONGUE & GROOVE
6. PROJECT SHALL HAVE A SIGNAGE VIEWABLE FROM THE PUBLIC STREET THAT
U ° ~
F.O.S.
FACE OF STUD
T.
TREAD
INDICATES THE HOURS OF CONSTRUCTION AS: MON-FRI FROM 7:30AM TO
= °
FD
FLOOR DRAIN
T.O.
TOP OF
6:OOPM, SATURDAYS FROM 9:OOAM TO 5:OOPM.
LU
DRAWING REVISION
a a
FDN.
FOUNDATION
T.O.C.
TOP OF CONCRETE
A
=
FIN.
FINISH
T.O.P.
TOP OF PLATE
7. PRIOR TO REQUESTING A FOUNDATION INSPECTION BY THE CITY, THE
a a
FLR.
FLOOR
T.O.S.
TOP OF STEEL /SLAB
GEOTECHNICAL ENGINEER OR CIVIL ENGINEER WHO PREPARED THE SOIL
INVESTIGATION SHALL PROVIDE A FIELD REPORT (IN WRITING) WHICH SHALL
00
FRPR.
FIREPROOFING
T.O.W.
TOP OF WALL
STATE THE FOLLOWING:
a W Z
FTG.
FOOTING
T.P.H.
TOILET PAPER HOLDER
A. THE BUILDING PAD WAS PREPARED AND COMPACTED IN ACCORDANCE
Z CO °
G.I.
GALVANIZED IRON
T.S.
TUBE STEEL
WITH THE SOIL REPORTAND SPECIFICATIONS
o N F
G.W.B.
GYPSUM WALLBOARD
THK.
THICKNESS
B. THE FOUNDATION AND/OR PIER EXCAVATION, DEPTH AND BACKFILL
� Z i °
GA.
GAUGE
TYP.
TYPICAL
MATERIALS, AND DRAINAGE (IF APPLICABLE) SUBSTANTIALLY
0 a Ir
W
GL.
GLASS
U.O.N.
UNLESS OTHERWISE NOTED
CONFORM TO THE SOIL REPORT AND APPROVED PLANS.
a
H.C.
HOLLOW CORE
V.I.F.
VERIFY IN FIELD
W 0 W
H.W.
HOT WATER
V.T.R.
VENT THROUGH ROOF
8. PRIOR TO FINAL INSPECTION FOR ANY BUILDING OR STRUCTURE, THE
of a a
GEOTECHNICAL ENGINEER OR CIVIL ENGINEER WHO PREPARED THE SOIL
F
a � Uj
HB
HOSEBIB
VP
VENT PIPE
INVESTIGATION SHALL ISSUE A FINAL REPORT STATING THE COMPLETED PAD,
° UjUj
HDR.
HEADER
W.O.
WHERE OCCURS
FOUNDATION, FINISH GRADING, AND ASSOCIATED SITE WORK SUBSTANTIALLY
Z o
HOR.
HORIZONTAL
W.P.
WATERPROOFING
CONFORM TO THE APPROVED PLANS, SPECIFICATIONS, AND INVESTIGATION.
Uj =
HT
HEIGHT
W.S.
WEATHER STRIPPING
HTR.
HEATER
W/
WITH
9. POOL EXCAVATION, E.V. CHARGER AND CONSTRUCTION NOT APPROVED AS
o a W
I.D.
INSIDE DIAMETER
WC
WATER CLOSET
PART OF THIS PROJECT. A SEPARATE BUILDING PERMIT WILL BE OBTAINED
W W ° 0
I.D.
INSIDE DIAMETER
WD.
WOOD
PRIOR TO ANY POOL EXCAVATION/CONSTRUCTION.
W ~
INS.
INSULATION
WDW.
WINDOW
0 3 o
INT.
INTERIOR
WH
WATER HEATER
ARCHITECT SHALL HAVE ACCESS TO THE SITE AT ALL TIMES
VICINITY MAP
SITE
MOD
ERN
HOUSE
ARCHITECTURE
& DESIGN
1245 Howard Ave.
Burlingame Ca. 94010
P. 650.347.9600
C. 415.596.7281
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PROJECT DATA
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LOCATION:
22637 SAN JUAN ROAD
CUPERTINO, CA
94022
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APN:
ZONING:
342-17-064
RHS-30
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LOT SIZE:
16,203 SQ. FT.
BLDG USE:
SINGLE FAMILY
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LAND USE:
VERY LOW DENSITY (1/2 ACRE SLOPE
CONSTRUCTION TYPE
DENSITY FORMULA)
TYPE V
BLDG. CODE: 2019 CBC, CGBC, CRC,
CMC, CPC, CFC, CEC AND C ENERGY
CODE
PROJECT SCOPE:
NEW DECK EXTENSION (862 SQ. FT.) TO
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ALIGN WITH EDGE OF ADJACENT POOL
AND POOL DECK. ALSO THE ADDITION
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REAR YARD AS WELL AS A NEW
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FLOOR AREA
EXISTING SIDE YARD FENCE
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PROPOSED FLOOR AREA:
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(E) WALKOUT BASEMENT
1,256 SQ. FT.
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(E) FIRST FLOOR
(E) GARAGE
2,370 SQ. FT.
630 SQ. FT.
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862 SQ. FT.
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PROPOSED LOT COVERAGE:
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TOTAL BUILDINGS:
2,664 sq. ft.
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TOTAL LOT COVERAGE:
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7,176 sq. ft.
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AO.0 COVERSHEET
AO.3 WHITE MODEL RENDERING & COLOR/MATERIAL
REVISIONS:
A1.0 ARCHITECTURAL SITE PLAN
A2.1 NEW DECK EXTENSION PLAN
A3.1 SOUTH ELEVATION (PROPOSED)
A3.2 NORTH AND EAST ELEVATIONS(PROPOSED)
A4.1 SECTION
COVERSHEET
SCALE :
AS NOTED
DATE:
10/29/20
SHEET:
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Co Yff,p ity Development Department
.Pj�r ning Division — Cupertino
,CUPERTINO N APPROVED
Case # E-2020-007
00 Application Number(s)
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Approval Dfft� 02/11/21
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MOD
ERN
HOUSE
ARCHITECTURE
& DESIGN
1265 Indiana St.
San Francisco Ca. 94107
C. 415.596.7281
modernhouse@me.com
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SCALE : AS NOTED
DATE : 10/29/20
SHEET: AO,3
CUPERTINC
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NEW DECK EXTENSION PLAN
SCALE:1/4" = V-0"
NOTES - FLOOR PLAN:
-- ALL GRIDLINES ARE TO FACE OF STUD, U.O.N.
-- ALL DIMENSIONS TO FACE OF STUD, U.O.N.
SEE DIMENSION SYMBOLS ON COVER SHEET
MOD
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San Francisco Ca. 94107
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ICI Planning Division — Cupertino
CUPERTINO APPROVED
Case # XC-2020- 07
Application Number(s)
Approval B dy: Planning ommission
Approval ID to 02/11 21
Signature Gian Palo
M a rtireas anager
\
52� 52 05
56
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425, 06
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NOTES:
GRADING EXCEPT FOR THE FOUNDATION EXCAVATION IS NOT
REQUIRED. GRADE UNDER THE PROPOSED DECK WILL REMAIN AS IS.
INSTALL EROSION CONTROL ( FIBER ROLLS) PRIOR TO START OF
CONSTRUCTION.
I
N/
0
/
/
528. 19
17
NET AREA 16203 SQUARE FEET
Ss
Ss
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VICINITY MAP
LEGEND
PROPOSED
BULDING
MONUMENT
o
CURB INLET
■
AREA DRAIN
•
POLE
•
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
O
FIRE HYDRANT
WATER VALVE
y9
STREET LIGHT
•---� )
CLEAN❑UT
/•"�
BOUNDARY
LOT LINE
CENTERLINE
LIMIT OF EASEMENT ------
CURB
CURB AND GUTTER
EDGE OF PAVEMENT
CONTOUR
FENCE
FLOW LINE
- - - -
SANITARY SEWER
SS SS
STORM DRAIN
SD SD
ELECTRICAL
GAS -G
G G -
WATER —www—
FIBER ROLL
N❑,
BY
JDATE
REVISION
BY
DATE
I DATES ❑CT❑BER 2020
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`� CIVIL ���
FOrrAl\F�
-- WESTFALL ENGINEERS, INC,
14583 BIG BASIN WAY, SARAT❑GA, CA 95070 ( 408) 867-0244
TOPOGRAPH IC MAP
RIFAI RES I DENCE
22637 SAN JUAN ROAD, CUPERT I N❑
JOB N❑,
2020-031
SCALE: H❑R, 1" =10'
VERT,
SHEET
C 1
DESIGNED: JC
CHECKED: KC
PR❑J, ENGR: JC
Communi
ICI Planning Division — Cupertino
CUPERTINO APPROVED
Case # XC-2020-007
Applicatio4Numberw
Approval B dy: Planning ommission
Approval D to 02111 21
Signature Gian Pailo
Martir&4mnager
NOTES:
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GRADING EXCEPT FOR THE FOUNDATION EXCAVATION IS NOT
REQUIRED. GRADE UNDER THE PROPOSED DECK WILL REMAIN AS IS.
INSTALL EROSION CONTROL ( FIBER ROLLS) PRIOR TO START OF
CONSTRUCTION.
N❑, I BY I DATE
REVISI❑N
26
EX. EX
RES. DECK
PRO
D DECK
16
z
EX.
GROUND
_
06
3a/ 8 L-LLiLINIJ
• / 8 17
♦ EXISTING PROPOSED
BOLDING
\ 528. 19 o MONUMENT o
♦ / ❑ CURB INLET ■
♦ O AREA DRAIN •
/ 0 POLE •
/ Q SANITARY SEWER MANHOLE
OO STORM DRAIN MANHOLE 0
CC FIRE HYDRANT
I y®� WATER VALVE yew
STREET LIGHT
M N/ O CLEAN❑UT
I o — — BOUNDARY
� LOT LINE
J — — CENTERLINE — — _ — — —
LIMIT OF EASEMENT
CURB
CURB AND GUTTER
O / EDGE OF PAVEMENT
CONTOUR
/ FENCE
M — - - - - — FLOW LINE - - - -
ti Ss Ss SANITARY SEWER SS SS
/ SD SD STORM DRAIN SD SD
Z� E E ELECTRICAL
/ G G GASZ —
W W WATER —WWW—
Z FIBER ROLL
BY DATE DATE: ❑CT❑BER 2020
SCALE: H❑R, 1" =10'
VERT.
DESIGNED: JC
CHECKED: KC
PR❑J, ENGR: JC
:CAL SCALE; 1 inch = 10 feet
JTAL SCALE: 1 inch = 10 feet
_S
e key trench and stake
11 within 6 Beet of each
inches with 1"x2"23"
5 �,urcc5,
Stakes are typically driven in on alternating
sides of the roll, When more than one fiber roll
is placed in a row, the rolls should Ice abutted
sucurely to one another to provide a tight
joint, not overlapped,
1' MIN.
CTOCO Or -II I
3/4"x3/4" 4' O.C. MAX,
ENTRENCHMENT DETAIL_
FOR FIBER ROLLS
WESTFALL
ENG I
NEERS,
I
NC,
14583 BIG BASIN WAY,
SARAT❑GA,
CA 95070 (408)867-0244
DRAIN PIPE
PR❑VIDE THREADED
END CAP AT EACH END
4" P\
PIPE
UP
F
VICINITY MAP
COVER PERFORATED PIPE
WITH LAYER OF ROCK
4"-6" ROCK
^IMN-W❑VEN P❑ILYESTER
]TEXTILE
ENERGY DISSIPAT❑R
GRADING AND DRAINAGE PLAN
R I FA I RESIDENCE
JOB NO,
2020-031
SHEET
C2,