DP-2011-01b City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
(408) 777-3251
C U P E RT 1 N O FAX (408) 777-3333
Community Development Department
June 15, 2011
Terry Brown
10491 Scenic Boulevard
Cupertino, Ca. 95014
SUBJECT: PLANNING COMMISSION ACTION LETTER - DP-2011-01, ASA-2011-08, TM-2011-02
This letter confirms the decision of the Planning Commission, given at the meeting of June 14, 2011,
approving Development Permit and an Architectural and Site approval to allow the construction of iwo,
new, 2,697 square foot single family residences and a Tentative Map approval to subdivide a 0.28 acre
parcel into two parcels of 6,000 square feet each, located at 10216 Orange Avenue, according to Planning
Commission Resolution No.(s) 6644, 6645 and 6646.
Please be aware that if this Permit is not used within a two-year period, it shall expire on June 14, 2013.
Also, please note that an appeal of this decision can be made within 14 calendar days from the mailing
of the notice of the decision. If this happens, you will be notified of a public hearing, which will be
scheduled before the City Council.
Sincerely,
. �
�
Piu Ghos
Associate Planner
Planning Department
Enclosures: Resolution 6644, 6645 and 6646 �,
CC: Robert or Kathleen Adzich, 10165 Carmen Rd, Cupertino CA 95014
g/planning/post hearing/actionletterDP-2011-01,ASA-2011-08,TM-2011-02
DP-2011-01
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, California 95014
RESOLUTION NO. 6644
OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO
APPROVING A DEVELOPMENT PERMIT TO ALLOW THE CONSTRUCTION OF
TWO NEW 2,697 SQUARE FEET SINGLE FAMILY RESIDENCES
LOCATED AT 10216 ORANGE AVE
SECTION I: PROTECT DESCRIPTION
Application No.: DP-2011-01
Applicant: Terry Brown
Property Owner: Robert or Kathleen Adzich
Location: 10216 Orange Avenue (APN: 357-18-031)
SECTION II: FINDINGS FOR DEVELOPMENT PERMIT
WHEREAS, the Planning Commission of the City of Cupertino received an application for a
Development Permit as described in Section I. of this Resolution; and
WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of
the City of Cupertino, and the Planning Commission has held at least one public hearing in regard to
the application; and
WHEREAS, the applicant has met the burden of proof required to support said application; and
WHEREAS, the Planning Commission finds as follows with regard to this application:
a) The proposed development, at the proposed location, will not be detrimental or injurious to
property or improvements in the vicinity, and will not be detrimental to the public health,
safety, general welfare, or convenience;
b) The proposed development will be located and conducted in a manner in accord with the
Cupertino Comprehensive General Plan and the purpose of the City's zoning ordinances.
NOW, THEREFORE, BE IT RESOLVED:
That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this
matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2
thereof,:
The application for a Development Permit, Application no. DP-2011-01 is hereby approved and
That the subconclusions upon which the findings and conditions specified in this Resolution are
based and contained in the Public Hearing record concerning Application no. DP-2011-01 as set forth
in the Minutes of Planning Commission Meeting of June 14, 2011, and are incorporated by reference
as though fully set forth herein.
Resolution No. 6644 DP-2011-01 June 14, 2011
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.
1. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to
the proposed project for additional conditions and requirements. Any misrepresentation of any
submitted data may invalidate an approval by the Community Development Department.
2. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. ASA-2011-08 and TM-2011-02 shall be applicable
to this approval.
3. DEVELOPMENT APPROVAL
Development approval to construct two new two-story 2,697 square foot residences is granted.
No allocation from the Monta Vista Area is required or granted since this replaces two existing
units on the site.
4. BELOW MARKET RATE HOUSING PROGRAM
The applicant shall participate in the City's Below Market Rate (BMR) Housing Program by
paying the housing mitigation fees as per the Housing Mitigation Manual. The estimated
mitigation fee for this project is $7,941 based on the 2010-2011 fiscal year rate (If building permits
are submitted after June 30, 2011, then the estimated mitigation fee for this project is $8,179 based
on the 2011-2012 fiscal year rate, subject to additional Council approved adjustxnents or changes).
5. FRONT YARD TREE
The applicant shall plant a 24" tree in the front setback area.
6. TREE PROTECTION
The development plans shall be reviewed and approved by the City's consulting arborist to
determine that the improvements proposed shall not damage the health of the tree. If the
improvements cannot be designed in a manner that shall not damage the health of the tree, the
applicant shall obtain appropriate permits and plant appropriate replacements.
As part of the demolition or building permit drawings, a tree protection plan shall be prepared by
a certified arborist for the oak tree to be retained along the north property line. In addition, the
following measures shall be added to the protection plan:
• For trees to be retained, chain link fencing and other root protection shall be installed around
the dripline of the tree prior to any project site work.
• No parking or vehicle traffic shall be allowed under root zones, unless using buffers approved
by the Project Arborist.
• No trenching within the critical root zone area is allowed. If trenching is needed in the
vicinity of trees to be retained, the City's consulting arborist shall be consulted before any
trenching or root cutting beneath the dripline of the tree.
• Wood chip mulch shall be evenly spread inside the tree projection fence to a four-inch depth.
• Tree protection conditions shall be posted on the tree protection barriers.
• Retained trees shall be watered to maintain them in good health.
• A covenant on the property shall be recorded that identifies all the protected trees, prior to
final occupancy.
The tree protection measures shall be inspected and approved by the certified arborist prior to
issuance of building permits. The City's consulting arborist shall inspect the trees to be retained
and shall provide reviews prior to issuance of demolition, grading or building permits. A report
Resolution No. 6644 DP-2011-01 June 14, 2011
ascertaining the good health of the trees mentioned above shall be provided prior to issuance of
final occupancy.
7. LANDSCAPE PROTECT SUBMITTAL
Prior to issuance of building permits, the applicant shall submit a full landscape project submittal
per section 14.15.040 of the Landscaping Ordinance. The Water-Efficient Design Checklist
(Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget
Calculations shall be reviewed and approved to the satisfaction of the Director of Community
Development prior to issuance of building permits.
8. LANDSCAPE INSTALLATION REPORT
The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter
14.15). A landscape installation audit shall be conducted by a certified landscape professional
after the landscaping and irrigation system have been installed. The findings of the assessment
shall be consolidated into a landscape installation report.
The landscape installation report shall include, but is not limited to: inspection to confirm that the
landscaping and irrigation system are installed as specified in the landscape and irrigation design
plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off
that causes overland flow, and preparation of an irrigation schedule.
The landscape installation report shall include the following statement: "The landscape and
irrigation system have been installed as specified in the landscape and irrigation design plan and
complies with the criteria of the ordinance and the permit."
9. LANDSCAPE AND IRRIGATION MAINTENANCE
Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established
and submitted to the Director of Community Development or his/her designee, either with the
landscape application package, with the landscape installation report, or any time before the
landscape installation report is submitted.
a) Schedules should take into account water requirements for the plant establishment period and
water requirements for established landscapes.
b) Maintenance shall include, but not be limited to the following: routine inspection; pressure
testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas;
replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control;
and removing obstructions to emission devices.
c) Failed plants shall be replaced with the same or functionally equivalent plants that may be
size-adjusted as appropriate for the stage of growth of the overall installation. Failing plants
shall either be replaced or be revived through appropriate adjustments in water, nutrients,
pest control or other factors as recommended by a landscaping professional.
10. CONSTRUCTION MANAGEMENT PLAN
A construction management plan shall be prepared by the applicant and approved by staff prior
to issuance of building permits. Staging of construction equipment shall not occur within 15 feet
of any adjacent residential property.
11. CONSTRUCTION HOURS
Construction activities shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday
and Sunday, 9 a.m. to 6 p.m. Construction activities are not allowed on holidays. The developer
shall be responsible for educating all contractors and subcontractors of said construction
restrictions. Rules and regulation pertaining to all construction activities and limitations
identified in this permit, along with the name and telephone number of a developer appointed
disturbance coordinator, shall be posted in a proxninent location at the entrance to the job site.
Resolution No. 6644 DP-2011-01 June 14, 2011
12. DEMOLITION REQUIREMENTS
All demolished building and site materials shall be recycled to the maximum extent feasible
subject to the Building Official. The applicant shall provide evidence that materials were recycled
prior to issuance of final demolition permits.
13. PROTECT AMENDMENTS
The Planning Commission shall review amendments to the project considered major by the
Director of Community Development.
14. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code
Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of
such fees, and a description of the dedications, reservations, and other exactions. You are hereby
further notified that the 90-day approval period in which you may protest these fees, dedications,
reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If
you fail to file a protest within this 90-day period complying with all of the requirements of
Section 66020, you will be legally barred from later challenging such exactions.
SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT
1. STREET WIDENING
Public street widening and dedications shall be provided in accordance with City Standards and
specifications and as required by the City Engineer.
2. CURB AND GUTTER IMPROVEMENTS
Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades
and standards as specified by the City Engineer.
3. STREET LIGHTING INSTALLATION
Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures
shall be positioned so as to preclude glare and other forms of visual interference to adjoining
properties, and shall be no higher than the maximum height permitted by the zone in which the
site is located.
4. GRADING
Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08
of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please
contact Army Corp of Engineers and/ or Regional Water Quality Control Board as appropriate.
5. DRAINAGE
Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post-
development hydraulic calculations must be provided to indicate whether additional storm water
control measures are to be constructed or renovated. The storm drain system may include, but is
not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins,
vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and
improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via
buried pipes, retention systems or other approved systems and improvements) as necessary to
avoid an increase of one percent flood water surface elevation to the satisfaction of the City
Engineer. Any storm water overflows or surface sheeting should be directed away from
neighboring private properties and to the public right of way as much as reasonably possible.
Resolution No. 6644 DP-2011-01 June 14, 2011
6. UNDERGROUND UTILITIES
The developer shall comply with the requirements of the Underground Utilities Ordinance No.
331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate
with affected utility providers for installation of underground utility devices. The developer shall
submit detailed plans showing utility underground provisions. Said plans shall be subject to
prior approval of the affected Utility provider and the City Engineer.
7. IMPROVEMENT AGREEMENT
The project developer shall enter into a development agreement with the City of Cupertino
providing for payment of fees, including but not limited to checking and inspection fees, storm
drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be
executed prior to issuance of construction permits
Fees:
a. Checking & Inspection Fees: $ Per current fee schedule ($2,468.00 or 5%)
b. Grading Permit: $ Per current fee schedule ($2,217.00 or 5%)
c. Development Maintenance Deposit: $ 3,000.00
d. Storm Drainage Fee: $ TBD
e. Power Cost: **
f. Map Checking Fees: $ Per current fee schedule ($3,765.00)
g. Park Fees: $ Per current fee schedule ($2,250.00)
h. Street Tree By Developer
'�* Based on the latest effective PG&E rate schedule approved by the PUC
Bonds:
Faithful Performance Bond:100% of Off-site and On-site Improvements
Labor & Material Bond:100% of Off-site and On-site Improvement
On-site Grading Bond:100% of site improvements.
-The fees described above are imposed based upon the current fee schedule adopted by the City
Council. However, the fees imposed herein may be modified at the time of recordation of a final
map or issuance of a building permit in the event of said change or changes, the fees changed at
that time will reflect the then current fee schedule.
8. TRANSFORMERS
Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be
screened with fencing and landscaping or located underground such that said equipment is not
visible from public street areas. The transformer shall not be located in the front or side building
setback area.
9. BEST MANAGEMENT PRACTICES
Utilize Best Management Practices (BMPs), as required by the State Water Resources Control
Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and
street improvement plans.
10. NPDES CONSTRUCTION GENERAL PERMIT
When and where it is required by the State Water Resources Control Board (SWRCB), the
developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation
of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management
Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance.
Resolution No. 6644 DP-2011-01 June 14, 2011
11. C.3 REQUIREMENTS
C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or
more of impervious surface (collectively over the entire project site). The developer shall reserve
a minimum of 4% of developable surface area for the placement of low impact development
measures, for storm water treatment, on the tentative map, unless an alternative storm water
treatment plan, that satisfies C.3 requirements, is approved by the City Engineer.
The developer must include the use and maintenance of site design, source control and storm
water treatment Best Management Practices (BMPs), which must be designed per approved
numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement
Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of
ongoing operation and maintenance of treatment BMPs are each required.
All storm water management plans are required to obtain certification from a City approved third
party reviewer.
12. EROSION CONTROL PLAN
The developer must provide an approved erosion control plan by a Registered Civil Engineer.
This plan should include all erosion control measures used to retain materials on site. Erosion
control notes shall be stated on the plans.
13. WORK SCHEDULE
Every 6 months, the developer shall submit a work schedule to the City to show the timetable for
all grading/erosion control work in conjunction with this project.
14. OPERATIONS & MAINTENANCE AGREEMENT
The developer shall enter into an Operations & Maintenance Agreement with the City prior to
final occupancy. The Agreement shall include the operation and maintenance for non-standard
appurtenances in the public road right-of-way that may include, but is not limited to, sidewalk,
pavers, and street lights.
15. TRAFFIC CONTROL PLAN
The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved
by the City. The plan shall include a temporary traffic control plan for work in the right of way as
well as a routing plan for all vehicles used during construction. All traffic control signs must be
reviewed and approved by the City prior to commencement of work. The City has adopted
Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping
work throughout the City.
16. TRAFFIC SIGNS
Traffic control signs shall be placed at locations specified by the City.
17. TRASH ENCLOSURES
The trash enclosure plan must be designed to the satisfaction of the Environmental Programs
Manager. Clearance by the Public Works Department is needed prior to obtaining a building
permit.
18. REFUSE TRUCK ACCESS
The developer must obtain clearance from the Environmental Programs Manager in regards to
refuse truck access for the proposed development.
Resolution No. 6644 DP-2011-01 June 14, 2011
19. STREET TREES
Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer
and shall be of a type approved by the City in accordance with Ordinance No. 125.
20. FIRE PROTECTION
Fire sprinklers shall be installed in any new construction to the approval of the City.
21. SANTA CLARA COUNTY FIRE DEPARTMENT
A letter of clearance for the project shall be obtained from the Santa Clara County Fire
Department prior to issuance of building permits.
22. FIRE HYDRANT
Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as
needed.
23. SAN TOSE WATER COMPANY CLEARANCE
Provide San Jose Water Company approval before issuance of a building permit approval.
24. DEDICATION OF WATERLINES
The developer shall dedicate to the City all waterlines and appurtenances installed to City
Standards and shall reach an agreement with San Jose Water Company for water service to the
subject development.
25. SANITARY DISTRICT
A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to
issuance of building permits.
26. UTILITY EASEMENTS
Clearance approvals from the agencies with easements on the property (including PG&E, PacBell,
and California Water Company, and/or equivalent agencies) will be required prior to issuance of
building permits.
PASSED AND ADOPTED this 14th day of June, 2011, Regular Meeting of the Planning Commission
of the City of Cupertino, State of California, by the following roll call vote:
AYES: COMMISSIONERS:
NOES: COMMISSIONERS:
ABSTAIN: COMMISSIONERS:
ABSENT: COMMISSIONERS:
ATTEST: APPROVED:
/s/Gary Chao /s/Winnie Lee
Gary Chao Winnie Lee, Chair
City Planner Planning Cominission
G: � Planning � PDREPORT � RES � 2011 � DP-2011-01 res.doc
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ABBRE�„�TIONS
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# POUND OR NUMBER
AA.P. ATTIC ACCESS PANEL
A.B. ANCHOR BOLT
A.C. ASPHALTIC CONCRETE
A/C AIR CONDITIONING
ADJ. ADJUSTABLE
A.F.S. AUTOMATIC FIRE SPRINKLER
ALUM. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
ANOD. ANODIZED
ASPH. ASPHALT
AWG AWNING WINDOW
B/ BACK OF OR BOTTOM OF
BD. BOARD
B.H.A.C.B. BETTER HEATING AND
AIRCONDITIONING BUREAU
BLDG. BUILDING
BLKG. BLOCKING
BM. BEAM
B.O.J. BOTTOM OF JOISTS
BOTf. BOTfOM
B.U. BUILT-UP
C. CARPET
CABT. CABINET
C.B. CATCH BASIN
CEM. CEMENT
CNT. CENTER
C.T. CERAMIC TILE
C.I. CAST IRON
C.J. CONSTRUCTION JOINT
CLO. CLOSET
CLR. CLEAR
CLG. CEILING
C.M.U. CONCRETE MASONRY UNIT
C.O. CLEANOUT
COL. COLUMN
COMP. COMPOSITION
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CANT. CONTINUOUS
CONTR. CONTRACTOR
CSK. COUNTERSUNK
CSMT. CASEMENT WINDOW
C.W. COLD WATER
D. DRYER
DB. DOUBLE
D.B. DROPPED BEAM
DET. DETAIL
D.F. DOUGLAS FIR
DH DOUBLE HUNG WINDOW
DIM. DIMENSION
DR. DOOR
D.S. DOWNSPOUT
D.W. DISH WASHER
DWG. DRAWING
DWR. DRAWER
EA. EACH
E.J. EXPANSION JOINT
ELEC. ELECTRICAL
ELEV. ELEVATION
ENCL. ENCLOSURE
E.P.B. ELECTRIC PANEL BOARD
EQ. EQUAL
EXH. EXHAUST
EXP. EXPANSION
EXIST. a (E) EXISTING
EXT. EXTERIOR
FBRGL. FIBERGLASS
F.D. FLOOR DRAIN
FDN. FOUNDATION
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGU�SHER CABINET
F.H. FIRE HYDRANT OR FLAT HEAD
F.H.C. FIRE HOSE CABINET
F.F. FINISH FLOOR
F.G. FINISH GRADE
FIN. FL. FINISH FLOOR
FLUOR. FLUORESCENT
FLSG. FIASHING
F.O. FINISHED OPENING
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
FR. DR. FRENCH DOOR
FT. FOOT OR FEET
FfG. FOOTING
FRP FIBERGLASS REINFORCED PLASTIC
FURR. FURRING
FXD. FIXED
GA. GAUGE
G.D. GARBAGE DISPOSAL
GALV. GALVANIZE(D)
G.I. GALVANIZED IRON
GFI. GROUND FAULT INTERRUPTER
GL. GLASS
GRD. GROUND OR GRADE
G.S.F. GROSS SQUARE FEET
G.S.M. GALVANIZED SHEET METAL
GYP. BD. GYPSUM BOARD
H.C. HOLLOW CORE
H.D. HOLD DOWN
HDR HEADER
HDWD. HARDWOOD
HDWR. HARDWARE
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
H.P. HIGH POINT
HR. HOUR
H.B. HOSE BIBB
HT. HEIGHT
HC. HANDICAP
HTG. HEATING
HVAC HEATING VENTILATING AND
AIR CONDITIONING
H.W. HOT WATER
H.W.D. HOT WATER DISPENSER
I.D. INSIDE DIAMETER
INV. INVERT
INSUL. INSULATION
INT. INTERIOR
J.B. JUNCTION BOX
JST. JOIST
JT. JOINT
KIT. KITCHEN
K.O. KNOCKOUT
K.P. KICKPLATE
LAVS. LAVATORIES
LAM. LAMINATED
LIN. LINEN
L.P. LOW POINT
LT. LIGHT
MAT. MATERIAL
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
M.C. MEDICINE CABINET
MET. METAL
MFR. MANUFACTURER
M.H. MANHOLE
MIN. MINIMUM
MISC. MISCELLANEOUS
MTD. MOUNTED
MULL. MULLION
(N) NEW
N.I.C. NOT IN CONTRACT
NO./# NUMBER
N.S.F. NET S�UARE FEET
N.T.S. NOT TO SCALE
O/ OVER
O.C. ON CENTER
O.F.S. OUTSIDE FACE OF STUD
OH. OVERHEAD
OPNG. OPENING
OPP. OPPOSITE
O.D. OVERFLOW DRAIN ar OUTSIDE DIAMETER
PA. PUBLIC ADDRESS
P.B. PANIC BAR
P.C. PRE-CAST
P.D.F. POWDER DRIVEN FASTENER
PL PLATE
P/L PROPERTY LINE
PLAS. PLASTER
PLAS. LAM. PLASTIC LAMINATE
PLY. PLYWOOD
PNL. PANEL
POL. POLISHED
PORC. ENAM. PORCELAIN ENAMEL
PT POINT
P.V.C. POLY VINYL CHLORIDE
PR. PAIR
R. RISERS
R.A. RETURN AIR
RAD. RADIUS
R.C.P. REINFORCED CONCRETE PIPE
RD. ROUND
R.D. ROOF DRAIN
REC. RECESSED
REF. REfRIGERATOR
REINF. REINFORCED/ING
RES. RESILIENT
R.H. ROUND HEAD
RM. ROOM
R.O. ROUGH OPENING
REQ. REQUIRED
RNV RIGHT OF WAY
RWD. REDWOOD
R.W.L RAIN WATER LEADER
S$P SHELF AND POLE
SCHED. SCHEDULE
S.C. SOLID CORE
S.D. STORM DRAIN
SECT. SECTION
S.F. SQUARE FOOT/FEET
SGD. SLIDING GLASS DOOR
SGW. SLIDING GLASS WINDOW
S.H. SINGLE HUNG WINDOW
SHT. SHEET
SHTHG. SHEATHING
SHWR. SHOWER
5HVS. SHEIVES
SIM. SIMILAR
SK. SINK OR SKETCH
SL. DRS. SLIDING DOORS
S.M. SHEET METAL
S.M.S. SHEET METAL SCREW
SPECS. SPECIFICATIONS
SQ. S�UARE
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
ST. STL. STAINLESS STEEL
SUSP. SUSPENDED
SYM. SYMMETRICAL
T. TILE
T.B. TOWEL BAR
T.C. TOP OF CURB
TEL. TELEPHONE
TEMP. TEMPERED
THRESH. THRESHOLD
T 8 G TONGUE AND GROOVE
T.O.F. TOP OF FOOTING
T.O. TOP OF
T.O.P. TOP OF PLATE
T.O.S. TOP OF SLAB
TOSF TOP OF SUB FLOOR
T.P. TOILET PAPER
TR. TREAD
T.W. TOP OF WALL
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
U.O.N. UNLESS OTHERWISE NOTED
UR. URINAL
V. VINYL
V.C.P. VITREOUS CLAY PIPE
VERT. VERTiCAL
V.G.D.F. VERTICAL GRAIN DOUGLAS FIR
W. WINDOW OR WASHER
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WAINS. WAINSCOT
W.C. WATER CLOSET
WD. WOOD
WDW. WINDOW
W!O WITHOUT
W.P. WORK POINT or WATERPROOF
W.R. WATER RESISTANT or WASTE RECEPTACLE
W.S. WEATHER STRIPPING or WOOD SCREW
W.W.F. WELDED WIRE FABRIC
XO SLIDING WINDOW WITH'X' BEING
OPENABLE AND 'O' BEING FIXED WHEN
LOOKING FROM THE OUTSIDE
XOX SLIDING WINDOW WtTH "X" BEING
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x DETAIL NUMBER
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10216 ORANGE AVENUE
CUPERTINO, CA 95014
SYMBOLS
x SECTION NUMBER x INTERIOR ELEVATION NUMBER
X.X SHEET WHERE SECTION IS DRAWN. X�X SHEET WHERE ELEVATION IS DRAWN.
SAME DISCIPLINE U.N.O SAME DISCIPLINE U.N.O
WINDOW MARK O DOOR MARK Q REVISION NUMBER
x (SEE WINDOW SCHEDULE) � (SEE DOOR SCHEDULE) x (SEE DESCRIPTION BLOCK ON
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PROJECT SITE
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DRAWING INDEX
ARCHITECTURAL SHEETS
A-1 TITLE SHEET
A-2 SITE 8 AREA PLANS
A� BASEMENT & FIRST FLOOR PLANS
A� SECOND FLOOR & ROOF PLANS
A-5 ELEVATIONS
A� SECTIONS 8 DETAILS
A-7 TITLE SHEET
A� SfTE 8 AREA PLANS
A-9 BASEMENT & FIRST FLOOR PLANS
A-10 SECOND FLOOR 8 ROOF PLANS
A-11 ELEVATIONS
A-12 SECTIONS S DETAILS
CIVIL SHEETS
TENTATIVE MAP
1 COVER, DETAILS, 8 SECTIONS
2 PROPOSEDIMPROVEMENTS
3 EXISTING IMPROVEMENTS
PRELIMINARY GRADING
1 GRADING & DRAINAGE PLAN
2 SECTIONS 8 DETAILS
LANDSCAPE SHEETS
L1.0 LANDSCAPE IRRIGATION PIAN
L1.1 HOUSE-1 LANDSCAPE HYDR0.ZONE PLAN
L12 HOUSE-2 LANDSCAPE HYDRO-ZONE PLAN
LZ.O LANDSCAPE PLANTING PLAN
L3.0 LANDSCAPE CONSTRUCTION DETAILS
L3.1 LANDSCAPE CONSTRUCTION DETAILS
L4.0 LANDSCAPE SPECIFICATIONS
PROJECT DATA
FLOOR AREA RATIO:
RATIO OF 2ND FLOOR TO 1 ST FLOOR:
NUMBER OF STORIES:
HEIGHT:
BUILDING PAD ELEVATION:
CURB ELEVATION:
PARKING:
EXISTING USE:
PROPOSED USE:
ZONING:
GENERAL PLAN DESIGNATION:
PAVING AREA:
LANDSCAPING AREA:
NUMBER OF DWELLING UNITS:
RECREATION AREA:
2,697/6,000 = .449
1006 S.F. / 1,691 S.F. _ .59
2
25'_7"
SEE CNIL DRAWINGS
SEE CNIL DRAWINGS
IN GARAGE -2
ON DRIVEWAY - 2
TOTAL-4
SINGLE FAMILV RESIDENCE
SINGLE FAMILY RESIDENCE
P(RES)
4.4 - 7.7 DU/GR AC
1,220 S.F. (20%)
3,089 S.F. (51%)
(1) 4-BEDROOM UNIT
1.824 S.F. (30 % )
RESIDENTIAL PROJECT COVER SHEET
ASSESOR'D PARCEL NUMBER: 357-18-031
NAME OF OWNER: Robert Adzich
PROJECT ADDRESS: 10216 Orange Ave, Cupertlno, CA 95014
CONTACT PERSON: Rabert Adzich PHONE 408-234-4835
FAX:
NET S�UARE FOOTAGE OF LOT 6,000 S.F. (.138 AC.)
S�UARE FOOTAGE MAIN HOUSE: EXISTING: PROPOSED:
FIRST FLOOR: B10 S.F. 1,267 S.F.
SECOND FLOOR: 1,006 S.F.
GARAGE: 400 S.F. 424 S.F.
BASEMENT: 1,691 S.F.
TOTAL: 1,210 S.F. 4,388 S.F.
Me there at least two 10 foot by 20 foot clear spaces inside tlie garage: Y
Is privacy protection planting required for the project'? Y
Build it Green Total Pdnts: N/A
On what floa is work being done? ALL
Brief description of work: DEMOLITIN OF A SINGLE FAMILY RESIDENCE
AND DETACHED GARAGE.
CREATION OF A NEW LOT BY SUBDNIDING
WITH A NEW SINGLE FAMILY RESIDENCE AND
ATfACHED GARAGE
Code Editions: 2010 CBC, 2010 CRC, 2010 CPC, 2010 CMC, 2010 CEC,
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ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/ 379-6500
Fax
408/ 379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10216 ORANGE
AVENUE
CUPERTINO, CA
95014
Sheet Name:
TITLE SHEET
Project Number 1103
Date 05l26/11
Drawn By �Rg
Checked By BM
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B- 29'-0" x 21'-0" = 609 sf �
C- 33'-0" x 28'-0" = 924 sf
D- 20'-8" x 2'-0" = 41 sf
E- 14'-6" x 5'-0" = 72 sf
TOTAL: 1,691 sf
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SECOND FLOOR AREA
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G- 1'-9" x 3'-5" = 6 sf
'� H- 18'-6" x 6'-9" = 125 sf
�- 2'-0" x 6'-0" = 12 sf
K- 25'-0" x 15'-3" = 382 sf
L- 10'-0" x 5'-6" = 55 sf
M- 10'-0" x 4'-0" = 40 sf
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SITE NOTES:
1. SEE CfVIL DRAWINGS FOR PROPERTY LINE
DIMENSIONS AND DIMENSIONS OF THE
HOUSES FROM PROPERTY LINES.
2. ALL UTILITY SERVICES, INCLUDING
TELEPHONE, ELECTRIC POWER, AND ALL
COMMUNICATIONS LINES SHALL BE
PLACED UNDERGROUND. UNDERGROUND
CONDUIT SHALL BE PROVIDED FOR CABLE
TELEVISION SERVICE.
2 SECOND FLOOR AREA DIAGRAM � SI�
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BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/ 379-6500
Fax
408/ 379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10216 ORANGE
AVENUE
Cl1PFRTINO. CA
Sheet Name:
SITE & AREA PLANS
Project Number 1103
Date 05/26/11
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Checked By BM
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AVENUE
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AVENUE
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SECOND FLOOR &
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Project Number 1103
Date 05/26/11
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BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/ 379-6500
Fax
408/379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10216 ORANGE
AVENUE
CUPERTINO, CA
95014
Sheet Name:
ELEVATIONS
Project Number 1103
Date 05/26/11
��� BY JRB/BM
Checked By gM
A-5
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�
ROOFING, SEE
PLYWOOD SHEATHING ELEVATIONS
& ROOF FRAMING, SEE
STRUCTURAL PLANS ROOFING
UNDERLAYMENT
V-GROOVE SIDING
GALV. METAL
RAKE FLASHING
4
I Dc R/S RAKE, SEE
� ELEVATIONS
�
( Dc4 OUTRIGGERS
SEE PLANS f� 48" O.C.
7/8' STUCCO OVER
METAL LATH 8 2-LAYERS
� BUILDING PAPER
PLYWOOD SHEATHING
� 2x STUDS � 16" O.C.
� TYPICAL RAKE
1 1/2" = 1'-0"
SECTION 1
1/4" = 1'-0"
�
a
�
a
O
0
N
�
�
7/8' STUC(
LATH AND
BLDG.PAF
P�vw000
2x STUDS (t7� 16" O.C.
INSULATION
IJULH I 1 V IY
1M BOARD
iTUD
IER STUD. SEE
;TURAL
�_FIfSt FIOOf
v
WINDOW FLASHING HEADER (SEE
• ' " STRUCTURAL)
SEALANT
GYP. BOARD WINDOW
CORNER BEAD PLYWOOD SHEATHING
L-CASING BEAD WINDOW FLASHING g�ement
WINDOW � �� —
� CAULKING 7/8" STUCCO OVER METAL
LATH AND 2-LAYERS
BUILDING PAPER
8 TYPICAL WINDOW HEAD 4 TYPICAL WINDOW JAMB 3 SECTION 3
3" = 1 ,- 0 . 3�� _ ���• 1/4" = 1'-0"
NOTCH EACH RAFfER
1' x 3' AT TOP FOR
CROSS VENTIUITION —
4
'v
CAULKING
STUCCOF
OVER FOF
WINDOW,SEE
ELEVATIONS
WOODSTOOL
WOOD TRIM
WINDOW
FLASHING OVER
BUILDING PAPER
PLYWOOD . -� GYPSUM BOARD
SHEATHING _
`{ INSULATION, SEE
� �� - � SECTIONS
ST���o - . i.. ,.
. I. I
I
9 TYPICAL WINDOW SILL
3" = 1'-0"
Floo_ r �
0"��
r�
���
III.
I I
I I
Basement -
� — -�o�-o� .I
-� �� I I I I I I-I I I,=1 I I=1 I I=1 I 1=1 I I-I I I-I I I-I I I-I I- I I,-1 I I-I I I� I I I��� � I
�-� � �-� � �- � i 1=1 I I-1 I 1=1 I 1= � � � =� i 1=1 I I- � i �-
5 SECTION 4
1/4" = 1'-0"
rioN z
= 1'-0"
_ Second Floor
11'-0"
First Floor '
0"
Basement
I� 10� '
_ Roof
2�� - �"
�cond Floor
11'-0"
First Floor I
0"
Basement I
-� �� - �"
ROOF TRUSSES NOT SHOWN IN
DETAIL, SEE STRUCTURAL AND TRUSS
MANUFACTURER'S DRAWINGS FOR
FURTHER INFORMATION
INSULATION USED TO SATISFY "COOL
ROOF' 2008 ENERGY REQUIREMENT
� _ _ �Roof �
20'-0" �
%
BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/ 379-6500
Fa�c
408/379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10216 ORANGE
AVENUE
C:IIPFRTW(� C:A
Sheet Name:
SECTIONS &
DETAILS
Project Number 1103
oate 05/26/11
Drawn BY JRB/BM
Checked By BM
A-6
scaie As indicated
ABBREV �HTIONS
& AND
L ANGLE
� AT
CL CENTER LINE
O DWMETER
# POUND OR NUMBER
AA.P. ATTIC ACCESS PANEL
A.B. ANCHOR BOLT
A.C. ASPHALTIC CONCRETE
A/C AIR CONDITIONING
ADJ. ADJUSTABLE
A.F.S. AUTOMATIC FIRE SPRINKLER
ALUM. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
ANOD. ANODIZED
ASPH. ASPHALT
AWG AWNING WINDOW
B! BACK OF OR BOTTOM OF
BD. BOARD
B.H.A.C.B. BETTER HEATING AND
AIRCONDITIONING BUREAU
BLDG. BUILDING
BLKG. BLOCKING
BM. BEAM
B.O.J. BOTTOM OF JOISTS
BOTf. BOTfOM
B.U. BUILT-UP
C. CARPET
CABT. CA8INET
C.B. CATCH BASIN
CEM. CEMENT
CNT. CENTER
C.T. CERAMICTILE
C.I. CAST �RON
C.J. CONSTRUCTION JOINT
CLO. CLOSET
CLR. CLEAR
CLG. CEILiNG
C.M.U. CONCRETE MASONRY UNIT
C.O. CLEANOUT
COL. COLUMN
COMP. COMPOSITION
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
CONTR. CONTRACTOR
CSK. COUNTERSUNK
CSMT. CASEMENT WINDOW
C.W. COLD WATER
D. DRYER
D8. DOUBLE
D.B. DROPPED BEAM
DET. DETAIL
D.F. DOUGLAS FIR
DH DOUBLE HUNG WINDOW
DIM. DIMENSION
DR. DOOR
D.S. DOWNSPOUT
D.W. DISH WASHER
DWG. DRAWING
DWR. DR�WER
EA. :n:-
E.J. �'�VSIONJOINT
ELEC. "41CAL
ELEV. . �• "ION
ENCL. � '-'SURE
E.P.B. +iC PANEL BOARD
EQ. ,
EXH. �����_:-
EXP. +- �
EXIST.or�E) � +i� �i^.-�
EXT. i �'� �+i"�R
FBRGL. Fi= �:.. �SS
F.D. F _� �>_ _
FDN. F; . •. . � "ION
F.E. Fi��: � � "iNGUISHER
F.E.C. Fi�t � iNGUISHERCABINET
F.H. F I? �-�_�� ZANT OR FLAT HEAD
F.H.C. FI�� -� . �-= CABINET
F.F. Fi�i .- :. _�OR
F.G. Flr.i ��- _,�4DE
FIN. FL Flhi�-� � . - �OR
FLUOR. F�._ ::�-t: > ;ENT
FLSG. FL�S��i'�:
F.O. FINi`�-�= _ )PENING
F.O.C. FA:.: :>� �.ONCRETE
F.O.F. FAC: :`�� � INISH
F.O.M. FAC: '?� +nASONRY
F.O.S. FAG ;`� ;TUD
FR.DR. FREN_- �OOR
FT. FOO' ��a FEET
FfG. FOOT�v;
FRP FIBERC,_ASS REINFORCED PLASTIC
FURR. FURRING
FXD. FIXED
GA. GAUGE
G.D. GARBAGE DISPOSAL
GALV. GALVANIZE(0)
G.I. GALVANIZED IRON
GFI. GROUNDFAULTINTERRUPTER
GL. GLASS
GRD. GROUND OR GRADE
G.S.F. GROSS SQUARE FEET
G.S.M. GALVANIZED SHEET METAL
GYP.BD. GYPSUM BOARD
H.C. HOLLOW CORE
H.D. HOLD DOWN
HDR HEADER
HDWD. HARDWOOD
HDWR. HARDWARE
H.M. HOLLOW METAL
HORIZ. HOR¢ONTAL
H.P. HIGH PO�NT
HR. HOUR
H.B. HOSE BIBB
HT. HEIGHT
HC. HANDICAP
HTG. HEATING
HVAC HEATING VENTILATING AND
AIR CONDITIONING
H.W. HOT WATER
H.W.D. HOT WATER DISPENSER
I.D. INSIDE DWMETER
INV. INVERT
INSUL. INSULATION
INT. INTERIOR
J.B. JUNCTION BOX
JST. JOIST
JT. JOINT
�
Q
N
M
N
�
0
O
N
�
N
�
KIT. KITCHEN
K.O. KNOCKOUT
K.P. KICKPLATE
LAVS. LAVATORIES
LAM. LAMINATED
LIN. LINEN
L.P. LOW POINT
LT. LIGHT
MAT. MATERIAL
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
M.C. MEDICINE CABINET
MET. METAL
MFR. MANUFACTURER
M.H. MANHOLE
MIN. MINIMUM
MISC. MISCELLANEOUS
MTD. MOUNTED
MULL. MULLION
(N) NEW
N.I.C. NOT IN CONTRACT
NO./# NUMBER
N.S.F. NET SQUARE FEET
N.T.S. NOT TO SCALE
O/ OVER
O.C. ON CENTER
O.F.S. OUTSIDE FACE OF STUD
OH. OVERHEAD
OPNG. OPENING
OPP. OPPOSITE
O.D. OVERFLOW DRAIN or OUTSIDE DIAMETER
PA. PUBLIC ADDRESS
P.B. PANIC BAR
P.C. PRE-CAST
P.D.F. POWDER DRIVEN FASTENER
PL PLATE
P/L PROPERTY LINE
PLAS. PLASTER
PLAS. LAM. PLASTIC IAMINATE
PLY. PLYWOOD
PNL. PANEL
POL. POLISHED
PORC. ENAM. PORCELAIN ENAMEL
PT POINT
P.V.C. POLY VINYL CHLORIDE
PR. PAIR
R. RISERS
R.A. RETURN AIR
RAD. RADIUS
R.C.P. REINFORCED CONCRETE PIPE
RD. ROUND
R.D. ROOF DRAIN
REC. RECESSED
REF. REFRIGERATOR
REINF. REINFORCED/ING
RES. RESILIENT
R.H. ROUND HEAD
RM. ROOM
R.O. ROUGH OPENING
REQ. RE�UIRED
R/W RIGHT OF WAY
RWD. REDWOOD
R.W.L. RAIN WATER LEADER
5&P SHELF AND POLE
SCHED. SCHEDULE
S.C. SOLID CORE
S.D. STORM DRNN
SECT. SECTION
S.F. S�UARE FOOT/FEET
SGD. SLIDING GLASS DOOR
SGW. SLIDING GLASS WINDOW
S.H. SINGLE HUNG WINDOW
SHT. SHEET
SHTHG. SHEATHING
SHWR. SHOWER
SHVS. SHELVES
SIM. SIMILAR
SK. SINK OR SKETCH
SL. DRS. SLIDING DOORS
S.M. SHEET METAL
S.M.S. SHEET METAL SCREW
SPECS. SPECIFICATIONS
SQ. SQUARE
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
ST. STL. STAINLESS STEEL
SUSP. SUSPENDED
SYM. SYMMETRICAL
T. TILE
T.B. TOWEL BAR
T.C. TOP OF CURB
TEL. TELEPHONE
TEMP. TEMPERED
THRESH. THRESHOLD
T& G TONGUE AND GROOVE
T.O.F. TOP OF FOOTING
T.O. TOP OF
T.O.P. TOP OF PLATE
T.O.S. TOP OF SLAB
TOSF TOP OF SUB FLOOR
T.P. TOILET PAPER
TR. TREAD
T.W. TOP OF WALL
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
U.O.N. UNLESS OTHERWISE NOTED
UR. URINAL
V. VINYL
V.C.P. VITREOU5 CLAY PIPE
VERT. VERTICAL
V.G.D.F. VERTICAL GRAIN DOUGLAS FIR
W. WINDOW OR WASHER
W/ WITH
WAINS. WAINSCOT
W.C. WATER CLOSET
WD. WOOD
WDW. WINDOW
W/O WITHOUT
W.P. WORK POINT or WATERPROOF
W.R. WATER RESISTANT or WASTE RECEPTACLE
W.S. WEATHER STRIPPING ar WOOD SCREW
W.W.F. WELDED WIRE FABRIC
XO SL�DING WINDOW WITH'X' BEING
OPENABLE AND "O' BEING FIXED WHEN
LOOKING FROM THE OUTSIDE
XOX SLIDING WINDOW WITH'X" BEING
OPENABLE AND 'O" BEING FIXED WHEN
LOOKING FROM THE OUTSIDE, DNIDED
ROUGLY 1/4, 1/2, 1/4, RESPECTNELY
NEW SINGLE FAMILY RESIDENCE
10232 ORANGE AVENUE
CUPERTINO, CA 95014
SYMBOLS
X DETAIL NUMBER
X.X SHEET WHERE DETAIL IS DRAWN.
SAME DISCIPLINE U.N.O
X WINDOW MARK
(SEE WINDOW SCHEDULE)
� ECTION NUMBER
X.X SHEET WHERE SECTION IS DRAWN.
SAME DISCIPLINE U.N.O
DOOR MARK
O (SEE DOOR SCHEDULE)
VICINITY MAP
� ELEVATION A80VE
DATUM POINT
NORTHARROW
(THIN LINE INDICATES TRUE NORTH)
PERSPECTIVE
� VIEW FROM STREET
? F • ��'/ OI
� ' . i
' , . .. . n . . , . _ -. .. . ... ,
. .: : � � , . , . . . _�..�..'� �f- / I
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� �,.wlw�+fs% Y. 's ....:�� `
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f
f
, sst�Pa` [ ArnnMlt�+�U�:••<-.>Y�%G5i'w'�K:+H¢-.'"»-Wi9�'iM9�'S . . . . '._ . ' *"�NT.OMab%:��.�WYW.�M
DRAWING INDEX
ARCHITECTURALSHEETS
A-1 TITLE SHEET
A-2 SITE $ AREA PLANS
A-3 BASEMENT 8 FIRST FLOOR PLANS
A-4 SECOND FLOOR & ROOF PLANS
A-5 ELEVATIONS
A-6 SECTIONS 6 DETAILS
A-7 TfTLE SHEET
A-8 SITE & AREA PLANS
A-9 BASEMENT & FIRST FLOOR PLANS
A-10 SECOND FLOOR & ROOF PLANS
A-11 ELEVATIONS
A-12 SECTIONS 8 DETAILS
CIVIL SHEETS
TENTATIVE MAP
1 COVER, DETAILS, SSECTIONS
2 PROPOSEDIMPROVEMENTS
3 EXISTING IMPROVEMENTS
PRELIMINARY GRADING
1 GRADING & DRAINAGE PLAN
2 SECTIONS 6 DETAILS
LANDSCAPE SHEETS
L1.0 LANDSCAPE IRRIGATION PLAN
L1.1 HOUSE-1 LANDSCAPE HYDRo-ZONE PLAN
L1.2 HOUSE-2 LANDSCAPE HYDRaZONE PLAN
L2.0 LANDSCAPE PLANTING PLAN
L3.0 LANDSCAPE CONSTRUCTION DETAILS
L3.1 LANDSCAPE CONSTRUCTION DETAILS
L4.0 LANDSCAPE SPECIFICATIONS
PROJECT DATA
FLOOR AREA RATIO:
RATIO OF 2ND FLOOR TO 1 ST FLOOR:
NUMBER OF STORIES:
HEIGHT:
BUILDING PAD ELEVATION:
CURB ELEVATION:
PARKING:
EXISTING USE:
PROPOSED USE:
20NING:
GENERAL PLAN DESIGNATION:
PAVING AREA:
LANDSCAPING AREA:
NUMBER OF DWELLING UNITS:
RECREATION AREA:
2.697/6.000 = .449
1006 S.F. / 1,691 S.F. _ .59
2
24'-8'
SEE CIVIL DRAWINGS
SEE CIVIL DRAWINGS
IN GARAGE - 2
ON ORNEWAY-2
TOTAL-4
SINGLE FAMILY RESIDENCE
SINGLE FAMILY RESIDENCE
P (RES)
4.4 - 7.7 DU/GR AC
1,220 S.F. (20%)
3,089 S.F. (51%)
(1) 4BEDROOM UNIT
1,824 S.F. (30%)
RESIDENTIAL PROJECT COVER SHEET
ASSESOR'D PARCEL NUMBER: 357-1&031
NAME OF OWNER: Roberl Adzich
PROJECT ADDRESS 10232 Orange Ave, Cupertino, CA 95014
CONTACT PERSON: Robert Adzich PHONE 408-234�4835
FAX:
NET SQUARE FOOTAGE OF LOT 6,000 S.F. (.138 AC.)
SQUARE FOOTAGE MAIN HOUSE: EXISTING: PROPOSED:
FIRST FLOOR: B10 S.F. 1,267 S.F.
SECOND FLOOR: 1,006 S.F.
GARAGE: 400 S.F. 424 S.F.
BASEMENT: 1,691 S.F.
TOTAL: 1,210 S.F. 4,388 S.F.
Are there at least hvo 10 foot by 20 foot clear spaces inside the garage: Y
Is privacy protection planting required for the projed? Y
Build it Green Total Pdnts: N/A
On what floa is work being done? ALL
Bnef descnption of work: DEMOLITIN OF A SINGLE FAMILY RESIDENCE
AND DETACHED GARAGE.
CREATION OF A NEW LOT BY SUBDNIDING
WITH A NEW SINGLE FAMILY RESIDENCE AND
ATTACHED GARAGE
Code Editions: 2010 CBC, 2010 CRC, 2010 CPC, 2010 CMC, 2010 CEC,
_ -
�
-
:__
� �
. �
� �
� �
� �
� �
. _
� �
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�
♦ �
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/ 379-6500
Fax
408/ 379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10232 ORANGE
AVENUE
CUPERTINO, CA
95014
Sheet Name:
TITLE SHEET
Project Number 1103
Date 05/26/11
Drawn BY JRB
Checked By BM
A-7
Sca�e 12" = 1'-0"
X INTERIOR ELEVATION NUMBER
X.X SHEET WHERE ELEVATION IS DRAWN.
SAME DISCIPLINE U.N.O
Q REVI510N NUMBER
X (SEE DESCRIPTION BLOCK ON
SAME SHEET FOR DATE &
DESCRIPTION)
PROJECT SITE
`; � � . .......:. ....... . . . .
.. ,....... :F :'.�. � ..
. .. .. � R.,A .,
.,,,,.,.,.uc. � ,. , .... ,... . y ;t,. ,.,....
a
0
c�
O
O
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(O
�
AF
f
REA J
12 SF
.a_ �«w_....�_.�.�.. �- - -..�+a..+�..�r
� ���o�l !!��
SECOND FLOOR AREA C � /` /� ■ _//�/� / � ( �`� y
s� _�. �.. ,.. .�./�:]Yl..J�...\..'rf,=..-x�:.� l r V V
_ .��
� ;:,;; . _.. . ,� �_��
F- 23'-0" x 16'-9" = 386 sf ;
G- 1'-9" x 3'-5" = 6 sf � � ��!
H- 18'-6"x6'-9"=125sf � �;-.. . �, �.;-_s�a>'���.��'���«�d � �
J- 2'-0" x 6'-0" = 12 sf jYiilY
K- 25'-0" x 15'-3" = 382 sf + S
L- 10'-0" x 5'-6" = 55 sf
M- 10'-0" x 4'-0" = 40 sf �
� �.l�t. —
TOTAL: 1,006 sf � Cua+z Atutru�,�c�' �
�OND FLOOR AREA DIAGRAM 2 Fla RST F��
. _ �,- 1/4" - 1'-0"
FIRST FLOOR AREA
A- 11'-4" x 4'-0" = 45 sf
B- 29'-0" x 21'-0" = 609 sf
C- 33'-0" x 28'-0" = 924 sf
D- 20'-8" x 2'-0" = 41 sf
E- 14'-6" x 5'-0" = 72 sf
TOTAL: 1,691 sf
6 FOOT TALL REDWOOD
FENCE ALONG
PROPERTY LINES. TYP. ---+
O
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ip
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NEW GAS METER
NEW 250A MAIN
ELECTRICAL
�
N 00°00'00" W 48.00'
LANDSCAPING
zs�-0•
� r-a• » ��•
PORCH
� NEW HOUSE
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2-CAR GARAGE
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Y
N
PANEL WITH ��� '
UNDERGROUND � � I
SERVICE
4 I PORCH �
� � �
❑ � DRIVEWAY LANDS. I
WALKWAY
' — — — — — — —
o �---- � �
N ' 14'�" � 20'-6" �
I I I
m 35'-0' � I
� � 1 I I �
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' � S pR I
� LANDSCAPING � �
� � � � � � � �� � � � � �
Z � L-----------JI
o ------------- ---------- -----
4 a
° o (N) SIDEWALK
w
0
� (N) PLANTER STRIP' � � � � � � � �
S 00°00'00" W 48.00'
CURB, GUTTER, DRIVEWAY,
AND SIDEWALK PER CITY
STANDARDS, TYP.
ORANGE AVENUE
SITENOTES: -------
1. SEE CIVIL DRAWINGS FOR PROPERTY LINE
DIMENSIONS AND DIMENSIONS OF THE
HOUSES FROM PROPERTY LINES.
2. ALL UTILITY SERVICES, INCLUDING
TELEPHONE, ELECTRIC POWER, AND ALL
COMMUNICATIONS LINES SHALL BE
PLACED UNDERGROUND. UNDERGROUND
CONDUIT SHALL BE PROVIDED FOR CABLE N
TELEVISION SERVICE.
/
/
BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/ 379-6500
Fax
408/ 379-6110
Project Name:
NEW SINGLE
FAM i LY
RESIDENCE
10232 ORANGE
AVENUE
Sheet Name:
SITE & AREA PLANS
Project Number 1103
�ate 05/26/11
Drawn BY JRB
Checked By BM
A-8
scaie As indicated
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SEE DETAIL
; B!A-7.0 $ CIVIL
;� DRAWINGS
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8 �'�� O� fD 8'�' CLG. '
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. MECHANICAL / �
STORAGE �
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ASSEMBLY WITH AIR-TIGHT GASKETING
SANITARY SEWAGE PUMP, SEE DETAIL 6/A-7.0
AIRINTAKE a
FROM
ABOVE , �
GRADE �
- FURNACE SERVES BASEMENT AND FIRST FLOOR, RUN
DUCTS UNDERNEATH FLOOR FRAMING THROUGH
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A-11
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BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/379-6500
Fax
408/379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10232 ORANGE
AVENUE
CUPERTINO, CA
Sheet Name:
BASEMENT & FIRST
FLOOR PLANS
Project Number 1103
Date 05/26/11
o� Bv JRB
cnecked sy gM
A-9
Scale 1/4" = 1'-0"
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A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/ 379-6500
Fax
408/379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10232 ORANGE
AVENUE
CUPERTINO, CA
95014
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Sheet Name:
SECOND FLOOR &
ROOF PLANS
Project Number 1103
�ate 05/26/11
Drawn BY JRB
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i
BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/379-6500
Fax
408/379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10232 ORANGE
AVENUE
CUPERTINO, CA
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ELEVATIONS
Project Number 1103
Date 05/26/11
Drawn By JRB
Checked By BM
A-11
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SEE SECTIONS
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24 GA. GA
METAL FL
PLYWOOC
SHEATHIN
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SEALANT
WINDOW
TYPICAL WINDOW HEAD
3" = 1'-0"
Baseme n
-10'-0"
LAP BUILDING ROOF TRUSSES NOT SHONM IN
PAPER OVER GYPSUM BOARD DETAIL, SEE STRUCTURAL AND TRUSS
METAL FLASHING
KING STUD (SEE STRUCTURAL) First Floor MANUFACTURER'S DRAWIN
�c 5TUD5 Q 16" O.C. _ FURTHER INFORMATION
� ATTIC
TRIMMER STUD p" v
INSULATION (SEE STRUCTURAL) ROO_ f n
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HEADER(SEE
srRUCruwu�
GYP.BOARD
CORNER BEAD
L-CASING BEAD
CAULIONG
WINDOW
WOOD STOOL
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Dc6 TRIM, BEVEL TOP
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I FLASHING OVER
' PLYWOOD SHEATHING BUILDING PAPER
� GYPSUM BOARD
CAULKING R-13 INSULATION
I SIDING OVER
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(SEE ELEVATIONS)
n TYPICAL WINDOW SILL
` PLYWOOD SHEATHING � � � I •
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SIDING OVER BUILDING I I — — — I I
PAPER (SEE ELEVATIONS)
4 TYPICAL WINDOW JAMB n SECTION 3
3" = 1'-0" i � 1/4" = 1'-0"
SECTION 4
WALK-IN-CLOSET
KITCHEN
STUDY/LOUNGE
AREA
0
G� 8'-11"
— — STAIRWAY — — Seco Floor
11'-0"
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STAI RWAY
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I -I I I � � I I I I I I I I I I I I I I I I I � � I I I � � i I I I— I I I—� � �—� � � —� � �—� I �—I I I—I I I i i i I I I I I I I I I I I � I I I—I I I—� � �
n SECTION 2
- � � .,.. .,...
_� First Floor /1
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isement
' � O� ' On
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BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/ 379-6500
Fax
408/ 379-6110
Project Name:
NEW SINGLE
FAM I LY
RESIDENCE
10232 ORANGE
AVENUE
!'`I IDCOTIAI!'1 f`A
Sheet Name:
SECTIONS &
DETAILS
Project Number 1103
Date 05/26/11
Drawn BY JRB
Checked By BM
A-12
scaie As indicated
- FASTEN ROOFING
MATERIAL PER MFR'S
RECOMMENDATION �
A-12 INSULATION USED TO SATISFY'COOL
ROOFING FELT ROOF' 2008 ENERGY REQUIREMENTS
2x SOLID BLKG. w/RAFTER
VENTS PER ROOF PLAN ATT�C
� 1xTRIM — — —
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COUNTER-
FLASHING
GALV. METAL HALL
GUTfER BED ROOM STAI RWAY MASTE R
1�c6 V-GROOVE FINISH #2 BEDROOM
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OF EAVE @
HORIZONTALSIDINGo/ � � ^ Q�,O// � O I
2-LAYERS BLDG. PAPER
SEE ELEVATIONS
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ROOFING, SEE � P RCH
ELEVATIONS �
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30 LB. FELT i r
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V-GROOVESIDING i -- '
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F�SHING -I I I—I I I—I I I I I I—I I I •'
I—I I I—I_I I—I I—I I 1=1 I�:�
� w5 �,KE, SEE I I I I I I—I I I I I I—I I I.
ELEVATIONS I=I I I =I II—I I=I I I I�;! MECHANICAL HALL M CL H STAIRWAY BASEMENT �
2x40UTRIGGERS - — — . STORAGE
� 48" O.C. I—I I I—I I—I I I I I I I I I I I I I I` " e <
HORIZONTAL SIDING o/ - I I I I I I I I I I I I I I l
2-LAYERS BLDG. PAPER,
SEE ELEVATIONS I—I I I—I I I—I I I—I I I
PL,��D SH�,,�ING -I I I—I I I—I I I—I I I—I I ' • ''� � � �� °� � � ; � ' -" � _ � �
�STUDS�16"O.C. I III III III III .'.:� .:, "': ,. . ••...,., . ...:�.'-- ::� :.'. . ..' :. . �.�:' . _ �,.'.•..:: .,:. y .•. .,, .., '. •:: . ..::. -�
—i i i—i i i—i i i—i i i—i i i—i i i—i i i=i i i=i i i=iTi—i i i=i i i—iTi=i i i=i i i=i i i=i i i—i i i—i i i=i i i i i i=i i i=i i i=i i i—i i i—i i i—i i i—i i i—i i i=i i i=i i►_
2 SECTION 1
1/4" = 1'-0"
z
R-13 INSULATION
A-12
_ Ro�
20� - �"
Second Floor
11' -�
REAR
PORCH
First Floor
� 0"
TYPICAL RAKE
1 1/2" = 1'-0"
��
REED ASSOCIATES
LANDSCAPE ARCHffECTURE
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ORANGE AVE. HOME
srom
ORANGE AVE.
Cupertino, CA
ISSUE p�7E
� 1210.09
ORANGE AVENUE
N�IG
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L TFaE COMTRACTOR SNALL V62FY pLM(i (X1qMTTEg FRq,� 7{.E pLqNTiJG p�yy
IXJAMTTES SNOWN N Tl-E IFC�B�D ARE FOR COM/B�BJC'.E O�IT.
2 NOTFY Tl-E LAPD�'.�CAPE ARCHTECT NN�EDIA'TRY N Tl-E EVErfi OF ANY
DISC.R�ANCES BETW�1 ACTUAL SITE COrDIT10NS ArD Tl-E PLANTNG PLAN.
3. PLANT GROU�DC',OVB2 N SI-RUB AREAS AS NOTID, USE TRIANGI.IAR SPAChK'.
4. S� DEf,4d. AND SPECFICATION SI-�TS FOR ADDfT10NAL rFORMATION.
5. Tf-�RE Wtll BE NO MA'T'H21ALS IX2 PLAM MAT62V>LS SIbSTiMIONS WfTF1pUT
APPROVAL OF TI-E OWPB2 OR TF�E LArIDSCAPE AR(�ITECT.
6. ALL SLOPES PLANT� WfT�I LAWN NOT TO DCC� A 3�i SLOPE ALL SLOPES
PI-ANTED WRI-I GROUND COV62 NDT TO IXC� A 2d SLOPE
7. PROVDE POSfi1VE DRANAGE AWAY FROM All BUI7NCS (2E MrU
8. N TI-� EVENT OF ANl' DISCR�ANCES BEfW�J TF�S PLAN APD AC1iJAL SITE
CONDfT101`1S, T1-E LArDSGAPE ARCHIECT IS TO BE NOTP� Yrk�IATH.Y.
9. B�(TRE SITE I$ TO BE ROUC'�I-I GRAD� BY 71-E GRADI�K" COMRACTOR TO WfTF#J J(o
FOOT OF FNSH GRADE LArDSCAPE COMRACTOR IS TO R�E GRADE ALL
LAt�'aCAPE AREAS.
10. ALL SRE UTLIT�S ARE TO BE PROTECT� DIR�J� CONSTI2UCTI0�L N TI-E EVENT
OF COhFLICT BE7W�N TI-IE PLANS A�D UTLITES TI-E CANTRACTOR SNALL NOTFY
Ti-E LArA�'aCAPE ARCV�ITECT. ANY DAMAGE TO UTUTES, STRIJCTIRES. OR OTF$2
FEATlf2ES TO R5u4AN. A�D CAUSED BT TI-E LMDSCAPE CONTRACTOR SNALL BE
R�LACED OR R�AR� BY Ti-IE CONTRACTOR AT NO EKPBJ�'aE TO TFE OWPH2.
a THE WORK IN Tl-ESE DRAWNC'S ArD SPECRCATION�' MY RUJ CONCl.�2BJTLY WtT1-I
WORK BY OTI-825. TI-E LA�DSCAPE CONTRACTOR SHALL CppRpNATE T►.E yypRK
WITH OTI-H2 CONTRACTORS.
12. R�H2 TO CNL BJGt�2'S PLANS FOR OVH2All SRE GRADNC' APD DRANAGE
p. SOD LAWN SHALL BE DWARF FESCI� BLE�D.
14. PRIOR TO ANY DIGGNG OR l'RB�CL#JG, CAIl lJ[� -,D � i r-�r -
�eoo.n�.26o0
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