RM-2014-16b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE•CUPERTINO, CA 95014-3255
C U P E RT I N O (408)777-3308• FAX(408)777-3333•planning(a�cuqertino.orq
July 1, 2014
Daniel Edelson
22356 Rancho Ventura St
Cupertino, Ca. 95014
SUBJECT: MINOR RESIDENTIAL PERMIT ACTTON LETTER—Application RM-2014-16:
This letter confirms the decision of the Director of Community Development, given on July 1, 2014,
approving a Minor Residential Permit to allow a portion of a 215 square foot first floor addition to
encroach 5 foot, 6 inches into the rear yard setback, located at 22356 Rancho Ventura Street, with the
following conditions:
1. APPROVED PROJECT
This approval is based on a plan set entitled, "A Residential Addition for: Edelson Residence,
22356 Rancho Ventura St., Cupertino, CA 95014, (408) 462-0746)" consisting of four sheets labeled
"A-1 to A-4", dated "Received May 27, 2014", except as may be amended by conditions in this
resolution.
2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the building
plans.
3. ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but
not limited to property boundary locations, building setbacks, property size, building square
footage, any relevant easements and/or construction records. Any misrepresentation of any
property data may invalidate this approval and may require additional review.
4. 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.
5. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan (including but not limited to details on exterior color,
material, architectural treatments and/or embellishments) shall be reviewed and approved by the
Director of Community Development prior to issuance of building permits. The final building
exterior plan shall closely resemble the details shown on the original approved plans. Any
exterior changes determined to be substantial by the Director of Community Development shall
require a minor modification approval with neighborhood input.
Minor Residential Permit Action Letter Page 2
RM-2014-16
6. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any
claim, action, or proceeding brought by a third party against the indemnified parties and the
applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby
for the project, including (without limitation) reimbursing the City its actual attorneys' fees and
costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any
such action with attorneys of its choice.
7. 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.
Please note that if this permit is not vested within a year, it shall expire on July 1, 2015.
Staff has made all the findings that are required for approval a Minor Residential Permit as required
by the of Cupertino's Municipal Code, Chapter 19.28.140 (A). Also, please note that an appeal of this
decision can be made within 14 calendar days from the date of this letter. If this happens,you will
be notified of a public hearing,which will be scheduled before the Planning Commission.
Sincerely,
�
Gian Martire
Assistant Planner
City of Cupertino
408-777-3319
gianm@cupertino.org
Enclosures:
Approved Plan Set
G:\Planning\Minor Residen t ial\RM,R&RM Approaals\2074\RM-2014-16 Actionlet ter.doc
DEMO PLAN KE����TES
1a REMOVE EXISTING VANITY
QREMOVE EXISTING CLOSET
� REMOVE EXISTING SHOWER
QREMOVE AND RELOCATE EXISTING
WASHER AND DRYER
� REMOVE EXISTING TOILET
QREMOVE EXISTING DOOR
WALL LEGEND
- EXISTING WALL TO REMAIN
_--= EXISTING WALL
TO BE REMOVED
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ARROWS INDICATE
DIRECTION OF ROOF
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SLOPE(4:12 SLOPE)
�,�._ NEW ROOF AREA
(SHOWN SHADED)
CLASS"A'LIGHT WEIGHT CONC.TILE
ROOFING,MONIER"CEDAR LITE"SERIES,
INSTALL PER ICC-ES REPORT
I NO.ESR3284
NEW 2'x 2'STANDARD DOUBLE FIXED GLAZED
SKYLIGHT BY BRISTOLITE CO.OR EQ.INSTALL
I PER ER-2469
I EXTERIOR WALL LINE
SHOWN DASHED
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GENERAL NOTES
1.ALL NEW WINDOWS AND SLIDING
GLASS DOORS TO BE VINYL FRAMED,LOW
"E"DOUBLE GLAZED.
2.USE LOW VOC PAINT.
3.ALL FINISHES TO BE SELECTED BY
OWNER.
FLOOR PLAN KEYNOTES
DNEW MIN.38"DEEP CONCRETE STOOP.SET
TOP OF STOOP NOT MORE THAN 7-3/4"
LOWER THAN THRESHOLD.
2D NEW FULL HEIGHT LINEN CABINET WITH(5)ADJ.SHELVES
� NEW VANITY CABINET AND SINK
QEXISTING 24"x 30"ATTIC ACCESS
� EXISTING CRAWL SPACE ACCESS(24"x 24"MIN.)
� NEW 36"x 72"WHIRLPOOL TUB SET ON DECK WITH CERAMIC
TILE FINISH.PROVIDE CERAMIC TILE WALL SURROUND ON
(2)SIDES OVER 1/2"CEMENT BOARD.
QSHATTER RESISTANT SHOWER ENCL0.SURE,
FULLV TEMPERED OR LAMINATED SAFETV GLASS
� NEW SHOWER,PROVIDE CERAMIC TILE
SURROUND ON(3)SIDES OVER 1/2"CEMENT BOARD FULL
HEIGHT TO CEILING(MIN.72"ABOVE DRFUN OUTLET)
DNEW(1)SHELFAND(1)POLE
70 DRYER,VENT TOOUTSIDE
�� BENCH WITH CERAMIC TILE SEAT
12 NEW LOWER CABINET AND UPPER CABINET
19 NEW FULL HEIGHT BROOM CABINET
�� NEW 24"x 24"STANDARD OWBLE GLAZED FIXED
SKYLIGHT BY BRISTOLITE CO.OR EQ.INSTALL
PER ER-2469
76 NEW 18"x 24"BENCH
16 NEW WALLNICHE
77 EXISTING ATTIC FURNACE
1e EXISTING TANKLESS WATER HEATER
10 EXISTING SKYLIGHT
� LINE OF EXISTING EXTERIOR WALL LINE TO BE REMOVED
21 PROVIDE 3"SOUND ATTENUATION BATT INSULATION IN WALL
� CEILING MOUNTED SHOWER HEAD
� FLOOR DRAIN,SLOPE TILE SHOWER FLOOR TO DRAIN
� j� �:.i'l`�' �`��f
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ATTIC VENTILATION CALCS�
ATTIC AREA:215 SF
VENT AREA REDUIRED:215/150 x 144=207 SQ.IN.
VENT AREA PROVIDED:356 SQ.IN.
EAVE VENTS:(6)1425"x 3.5"26 GA GALV.VENTS AT
38 SQ.IN.PER VENT=216 S�.IN.
GABIE WALL VENTS:(1)14"x 20"VENTS(140 SQ.IN.
PER VENT)=140 SQ.IN.
-1
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215 sq ft addition to remodel (e) master bedroom
and bath and to add (n) walk in closet and laundry
room. Remodel (e) half bathroom.
r
FLOOR PLAN I ��4° I 1
PROJECT DATA
APN NO.: 357-03-055
ZONE: R 1-7.5
LOT AREA: 7.993 SF
EXISTING LIVING AREA�. 2,128 SF
NEW LIVING AREA: 215 SF
TOTAL LIVING AREA: 2.341 SF
COVERED PATIO AREA: 153 SF
COVERED PORCH AREA: 215 SF
EXISTING GARAGE AREA 455 SF
FAR:3,184 SF/7,993 SF= 39.5%
OCCUPANCY GROUP: R-3/U
TYPE OF CONSTRUCTION: V-B
GENERAL NOTES
1.CONTRACTOR SHALL VERIFV ALL
DIMENSIONS AND ELEVATIIXJS PRIOR
TO CONSTRUCTION.
2.ALL FOUNDATION CONCRETE SHALL HAVE
AN ULTIMATE COMPRESSIVE STRENGTH
Of 2500 PSI IN 28 DAYS.
3.ALL MUDSILLS SHALL BE PRESURE
TREATED DOUGLAS FIR OR REDWOOD.
4.ALL FRAMING LUMBER SHALL BE D.F.NO.2
OR BETTER UNLESS NOTED ON THE DR.
5.ALL CONNECTIONS SHALL COMPLY WITH
FASTENER SCHEDULE TABLE R802.3.(1).
6.MAX.STUD NOTCHING FOR EXTERIOR AND
BEARING WALLS IS 25%OFSTUD WIDTH.
7.SLIDING GLASS DOORS AND WINDOWS
SHALL BE CERTIFIED AND LABELED TO
MEET AIR INFILATRATION STANDARDS.
8.ALL DOORS AND WINDOWS SHALL BE
WEATHERSTRIPPED;EXTERIOR WALL
JOINTS AND PENETRATIONS CAULKED&
SEALED.
9.PROVIDE FOUNDATION VENTILATION OF MIN.
(1)Sa.FT.PER 150 SQ.FT.UNDER
FLOOR AREA PER CRC SECTION R4082.
ONE VENT OPENING SHALL BE WITHIN 3
FEET OF EACH CORNER OF THE BUILDING.
(R408.2).
10.PROVIDE ATTIC VENTILATION NOT LESS ��,
THAN 1/150 OF THE AREA OF THE ATTIC
PER 2010 CRC SEC.R806.1
11.PROVIDE INSULATION BLOCKS AT EAVE
VENTS.
12.PROVIDE TEMPERED SAFETY GLASS AT
ALL EXTERIOR SLIDING GLASS DOORS
AND INTERIOR SHOWER ENCLOSURES.
13.PROVIDE CEMENT BOARD BACKING AT
TUB AND SHOWER TILE AREAS PER CBC
SEC.25092.
14.ALL SKriIGHTS SHALL BE ICC-ES APPROVED.
15.ALL OETAILS,TRIM&FINISHES ARE TO
' MATCH EXISTING UNLESS NOTED ON DR.
16.FLOOR AND INTERIOR FINISHES ARE TO
BE SELECTED BY OWNER.
17.SMOKE ALARMS IN AREAS Of NEW
CONSTRUCTION TO BE 120V WITH
BATTERY BACK-UP AND
INTERCONNECTED.NEW SMOKE ALARMS
IN EXISTING CONSTRUCTION MAY BE
SOLELY BATTERY POWERED PER CRC
SECTION R314.3
18.EXHAUST FANS AND FAN SYSTEMS SHALL
BE PROVIDED WITH BACK DRAFf
DAMPERS.
19.SLOPE FINISH GRADING AWAY FROM
BUILDING 5%MIN.
20.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF THE SIZE AND
LOCATION OF ALL EXISTING UTILITIES ON
AND OFF SITE.UTIUTY DATA MAY BE
INCOMPLETE AND LOCATIONS SHONM
ON PLANS ARE APPROXIAMATE AND ARE
FOR GENERAL INFORMATIIXJ IXJLY.
APPLICABLE CODES
1.ALL BUILDWG CONSNCTION SHALL
CONFORM TO 2010 CALIFORNIA
RESIDENTIAL CODE AND 2010 CALIF.
BUILDING CODE..
2.ALL MECHANICAL WORK SHALL CONFORM
TO 2010 CALIFORNIA MECHANICAL CODE.
3.ALL ELECTRICAL WORK SHALL CONFORM
TO 2010 CALIFORNIA EIECTRICAL CODE.
4.ALL PLUMBING WORK SHALI CONFORM
TO 2010 CALIFORNIA PLUMBING CODE.
5.ALl WORK SHALL CONFORM TO THE 2010
CALIFORNIA ENERGY CODE.
6. ALL WORK SHALL CONFORM TO THE 2010
CALIFORNIA GREEN BUILDINGS
STANDARDS CODE.
7.ALL WORK SHALL CONFORM TO THE
CUPERTINO MUNICIPAL CODE.
APPROVALS:
DATE:
A RESIDENTIAL ADDITION
FOR:
EDELSON RESIDENCE
22356 RANCHO VENTURA ST.
CUPERTINO,CA. 95014
(YW>4V21J/YV
DATE:
JULY 29,2013
REVISIONS:
SHEET NO.:
A-1
MIRROR HAND
SHOW
TILE ACCENT BAND HEAD
SPALSH FI.EXII
/ ;/ GRANITE MIXINf
TILE WALL / � COUNTERTOP VALVE
FINISH TILE P
� T SI S
PAINTED GVP.BD.
SAFETY GLASS
DIVIDER
TILE WALL
FINISH
� VANI Y NK BAND� DECK�B I I i��i�C��lyr�
TILE TUB
DECK
DRAWERS
� \ \ CHERRY VENEER � � TILE BENCH � � � I�C�.t�OI
� i � / CABINETS �r ��pp
}.�{� }� �{ }d TILE BASE p�r�va{ pat�
MASTER BATH MASTER BATH ignaturel�
ASCALE 1/4"=1'-0" � SCALE 1/4..=1.-0.. � �'��na`J�r!
RECESSED NICHE
PAINTED GYP.BD. WITH SHELF
ADJUSTABLE / �
MIXING VALVE FOR UNDER FLOOR VENTILATION CALCS:
SHELVES _ _� HEIALIDNG SHOWER UNDERFLOOR AREA:215 SF
CHERRY VENT AREA REQUIRED:1,832/150 x 144=2fi7 SQ.tN.
VENEER � -t TILE ACCENT
CABINETS � � B�D VENT AREA PROVIDED:338 SQ.IN.
TOILET � � FOUNDATION VENTS:(8)4"x 16"GALV.VENTS AT 42
PAPER TILE BENCH SQ.IN.PER VENT=336 S�.IN.
HOLDER �
�- -t
\ / �
TILE BASE L�L
MASTER BATH
CSCALE 1/4"=1'-0"
RECESSED
MEDiCINE
CABINET
PAINTED GW.
BD.TVP.
� TILE BASE
MASTER BATH
DS�ALE: „4.._,.-0..
BROOM CABINET
ADJUSTABLE
SHELVES
��, STAINLES STEEL
FREESTANDING
SINK
� - "- ' --- WASHER
DRYER
/
� _ �, DRAWERS
�
�
F LAUNDRY RM.
SCALE: 1/4"=1'-0"
RECESSED 20W HALOGEN
LIGHT FIXTURE WITH MR-16
BULB
RECESSED NICHE
CHERRY WOOD SILL
IM. BEDROOM
GS�ALE „4.,_,.-0„
HALF BATH
SCALE: 1/4"=1'-0"
MIRROR
GLASS BOWL SINK
GRANITE SPLASH
GRANITE
COUNTERTOP
DRAWERS
CHERRY VENEER
CABINETS
TILE BASE
O
�
EXISTING GRADE
N��'�N�
OP��\GN�Q�,P
STUCCO EXTERIOR �,;
w TO MATCH EXISTING ' r
Z '�
J
� o DOWNSPOUT
w {
a �
a FLOOR LINE,TYP. i
- -- �-- -
EXISTING GRADE
NEW ADDITION I
�
/1�1 --2i�,l t_l.—//_
TILE ROOFING
TO MATCH EXISTING
I
TILE ROOFING
TO MATCH EXISTING
.„ STUCCO EXTERIOR
„r�'w.;
TO MATCH EXISTING
� �� DOWNSPOUT WITH GUTTER,
�� s� u��.� �. TYP.
��h �; � �.
� ��x�,
�,� ` +�"�,�m�,�y�
��','�w � �±
INEW ADDITION
PARTIAL WEST(SIDE) ELEVATION � ��4� � 1
ATTIC VENT(14"x 20"MIN.)
� �� �, ,� ���w
�` ,��� r;`� �' FOUNDATION VENTS
�` �,� �m� �s' �, � (1 SF VENT FREE AREA PER
r,�, 150 SF CRAWL SPACE AREA)
� � :..V.,. . . , . .
NEW ADDITION
SOUTH (REAR)ELEVATION ��a° 2
I.__..___)
L_� �
REMOVE(E)WINDOW
PATCH WALL TO MATCH EXISTING
APPROVALS:
DATE:
A RESIDENTIAL ADDITION
FOR:
EDELSON RESIDENCE
22356 RANCHO VEMURA ST.
CUPERTINO,CA. 95014
�408�462'0%46
DATE:
JULY 29,2013
REVISIONS:
SHEET NO.:
EAST(SIDE)ELEVATION 1�4• 3 A—Z
PUBLIC WORKS NOTES
1.APPROVAL OF THESE PLANS DOES NOT RELEASE THE
OWNER AND/OR CONTRACTOR OF THE RESPONSIBIUTY
FOR THE CORRECTIONS OF MISTAKES,ERRORS,OR
OMISSIONS CONTAINED THEREIN.IF DURING THE COURSE
OF CONSTRUCTION IMPROVEMENTS,PUBLIC INTEREST
RE�UIRES A MODIFICATION OF/OR A DEPARTURE FROM
THE CITY OF CUPERTINO SPECIFICATION OR THESE
IMPROVEMENT PLANS,THE CITY ENGINEER SHALL HAVE
THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR
DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE
SAME IS TO BE COMPLETED,AT SOLE EXPENSE OF THE
OWNER AND/OR CONTRACTOR.
2.CONTACT PUBLIC WORKS,(408)T773104,FOR
INSPECTION OF GRADING,STORM DRAINAGE,AND PUBLIC
IMPROVEMENTS.
3.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED
PRIOR TO OCCUPANCY.
4.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL
AND ENSURING THE AREA ADJACENT TO THE WORK IS
LEFT IN A CLEAN CONDITION.
5.CONTRACTOR SHALL REVIEW CITY DETAIL 640N TREE
PROTECTION PRIOR TO ACCOMPUSHING ANY WORK OR
REMOVING ANY TREES.
6.UTILIZE BEST MANAGEMENT PRACTICES(BMP'S),AS
REQUIRED BY THE STATE WATER RESOURCES CONTROL
BOARD,FOR ANY ACTIVITY,WHICH DISTURBS THE SOIL.
7.A WORK SCHEDULE OF GRADING AND EROSION AND
SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE
CITY ENGINEER BY AUGUST 15.NO HILLSIDE GRADING
SHfU.L BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15.
8.ALL NEW ELECTRICAL SERVICE(POWER,PHONE,AND
/OR CABLE)SHALL BE UNDERGROUND.
9.TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC
WORKS INSPECTOR FOR FINAL INSPECTION.
10.ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND
SURFACE,DIRECTED AWAY FROM BUILDING FOUNDATIONS
AND DIRECTED TO LANDSCAPED AREAS.
11.PRIOR TO BEGINNEING ANY WORK WITHW THE PUBLIC
RIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE
FOR PULLING AN ENCROACHMENT PERMIT FROM THE
PUBLIC WORKS DEPT.
TREE PROTECTON MEASURES
APPENDIX A
STANDARDS FOR THE PROTECTION OF TREES DURING
GRADING AND CONSTRUCTION OPERATIONS
THE PURPOSE OF THIS APPENDIX IS TO OUTLINE
STANDARDS PERTAINING TO THE PROTECTION OF
TREES DESCRIBED W SECTION 14.18.220 OF CHAPTER
14.18.THE STANDAROS ARE BROAD.A LICENSED
LANDSCAPE ARCHITECT OR INTERNATIONAL SOCIETY
OF ARBORICULTURE CERTIFIED ARBORIST SHALL BE
RETAINED TO CERTIFY THE APPLICABILITY OF THE
STANDARDS AND DEVELOP ADDITIONAL STANDARDS AS
NECESSARY TO ENSURE THE PROPERTY CARE,
MAINTENANCE,AND SURVIVAL OF TREES DESIGNATED
FOR PROTECTION.
STANDARDS
1.A SITE PLAN SHALL BE PREPARED DESCRIBING THE
RELATIONSHIP OF PROPOSED GRADING AND UTILITY
TRENCHING TO THE TREES DESIGNATED FOR
PRESERVATION.CONSTRUCTION AND GRADING SHOULD
NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND
LEVEL BENEATH TREE DRIP LINES.IF THE GROUND
LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE
DRIP LINE,THE ARCHITECT/ARBORIST SHALL ADDRESS
AND MITIGATE THE IMPACT TO THE TREE(S).
2.ALL TREES TO BE PRESERVED ON THE PROPERTY
AND ALL TREES ADJACENT TO THE PROPERTY SHALL BE
PROTECTED AGAINST DAMAGE DURING CONSTRUCTION
OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH
FENCE AROUND THE DRIP LWE,AND ARMOR AS
NEEDED.THE EXTENT OF FENCING AND ARMORING
SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT.
THE TREE PROTECTION SHALI BE PLACED BEFORE ANY
EXCAVATION OR GRADING IS BEGUN AND SHALL BE
MAINTAINED IN REPAIR FOR THE DURATION OF THE
CONSTRUCTION WORK.
3.NO CONSTRUCTION OPERATtONS SHALL BE CARRIED
ON WITHIN THE DRIP LINE AREA OF ANY TREE
DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT.
4.IF TRENCHING IS REQUIRED TO PENETRATE THE
PROTECTION BARRIER FOR THE TREE,THE SECTION OF
TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS
TO PRECLUDE THE CUTTING OF ROOTS.PRIOR TO
INITIATING ANY TRENCHING WITHIN THE BARRIER
APPROVAL BY STAFF WITH CONSULTATION OF AN
ARBORIST SHALL BE COMPLETED.
5.TREES WHICH REQUIRE ANY DEGREE OF FILL
AROUND THE NATURAL GRADE SHALL BE GUARDED BY
RECOGNIZED STANDARDS OF TREE PROTECTION AND
DESIGN OF TREE WELLS.
6.THE AREA UNDER THE DRIP LINE OF THE TREE SHALL
BE KEPT CLEAN.NO CONSTRUCTION MATERIALS NOR
CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED
UNDER A TREE.
7.FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN
FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND
SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT
SURVEILLANCE.
8.THE GENERAL CONTRACTOR SHALL USE A TREE
SERVICE LICENSEE,AS DEFINED BY CALIFORNIA
BUSINESS AND PROFESSIONAL CODE,TO PRUNE AND
CUT OFF THE BRANCHES THAT MUST BE REMOVED
DURING THE GRADING OR CONSTRUCTION.NO
BRANCHES OR ROOTS SHALL BE CUT UNLESS AT FIRST
REVIEWED BY THE LANDSCAPE ARCHITECT/ARBORIST
WITH APPROVAL OF STAFF.
9.ANY DAMAGE TO EXISTING iREE CROWNS OR ROOT
SYSTEMS SHALI BE REPAIRED IMMEDIATELY BY AN
APPROVED TREE SURGEON.
10.NO STORAGE OF CONSTRUCTION MATERIALS OR
PARKING SHALL BE PERMITTED WITHIN THE DRIP LINE
AREA OF ANY TREE DESIGNATED TO BE SAVED.
11.TREE PROTECTION REGULATIONS SHALL BE POSTED
ON PROTECTIVE FENCING AROUND TREES TO 8E
PROTECTED.(ORD.2085,§2(PART),2011;ORD.2003,
2007)
BATHROOM NOTES
1.BATHROOM RECEPTACLE OUTLETS
SHALL BE ON A 20 AMP DEDICATED
BRANCH CIRCUIT,THIS CIRCUIT SHALL
HAVE NO OTHER OUTLETS.
2.ALL ELECTRICAL RECEP?ACLES SHALL
BE GFCI PROTECTED.
3.BATHROOM LIGHTING SHALL BE
CONTROLLED A MANUAL-ON OCCUPANCY
SENSOR.
4.PROVIDE THERMOSTATIC MIXING
VALVE WITH MAX.MIXING WATER TEMP.
OF 120 DEG.F.AT SHOWERS AND TUB
SHOWERS.
5.PROV�DE FLOW REDUCERS ON NEW
FAUCETS.
6.LtGHTING FIXTURES LOCATED WITHIN 3'
HORIZ.AND 8'VERTICALLY OF THE
BATHTUB RIM OR SHOWER STALL
THRESHOLO SHALL BE LISTED FOR A
DAMP LOCATION OR LISTED FOR WET
LOCATIONS WHERE SUBJECTED TO
SHOWER SPRAY.
7.BATHROOM EXHAUST FANS(MIN.4"DIA.
FLEX DUCT WITH A MAX.LENGTH OF 70"
WITH A MIN.VENTILATION RATE OF 50
CFM.)ARE TO BE DUCTED TO THE
EXTERIOR.PROVIDE 50 CFM
INTERMITTENT AIRFLOW OR PROVIDE 50
CFM FOR CONTINUOUSLV OPERATING
BATHROOM EXHAUSTFANS.
8.NEW TOILETS TO BE MAX.128 GAL.PER
FLUSH.
PLUMBING NOTES
1.SHOWER HEADS SHALL HAVE A WATER
fLOW NOT TO EXCEED 2.5 GALLOMS PER
MINUTE.
2.FAUCETS IN LAVATORIES,LAUNDRY
SINKS,ETC.,SHALL HAVE A WATER FLOW
NOT TO EXCEED 2.2 GALLONS PER
MINUTE.
3.SHOWER STALLS SHALL HAVE A CLEAR
INTERIOR FINISH AREA OF 7.1 SQ.FT.AND
BE ABLE TO ACCOMMODATE A MINIMUM
30 INCH CIRCLE AT THE THRESHOLD
LEVEL.THESE CLEARANCES SHALL BE
MAINTAINED UP TO A HEIGHT OF 70
INCHES ABOVE SHOWER DRAIN.
4.SHOWER COMPARTMENTS AND WALLS
ABOVE BATHTUBS WITH INSTALLED
SHOWER HEADS SHALL BE FINISHED WITH
A SMOOTH,NONABSORBANT SURFACE TO
A HEIGHT NOT LESS THAN 72 INCHES(6
FT.).
5.A 30 INCH CLEAR WIDTH AND A 241NCH
CLEARANCE IN FRONT OF THE WATER
CLOSET SHALL BE PROVIDED PER CBC
407.5.
MECHANICAL NOTES
t.ALL ENVIRONMENTAL AIR DUCTS
(DRYERS,BATH AND UTILITY FANS)SHALL
BE A MINIMUM OF 3 FEET FROM ANY
OPENING INTO THE BUILDING AND MUST
BE 3 FEET AWAY FROM DOORS,
WINDOWS,OPERABLE SKriIGHTS OR
ATTIC VENTS.
2.VENTILATION HEATING AND AIR
CONDITIONING SYSTEMS SHALL HAVE
MERV 6 FILTERS OR BETTER.
3.SINGLE WALL METAL PIPE SHALL NOT
BE USED AS A VENT IN DWELLINGS AND
RESIDENTIAL OCCUPANCIES PER CBC
802.7.4.1.
ELECTRICAL NOTES
1.PROVIDE A DEDICATED 20 AMP
BRANCH CIRCUIT TO SUPPLY THE
IAUNDRY RECEPTACLE OUTLET.
2.ALL BRANCH CIRCUITS THAT SUPPLY
OUTLETS INSTALLED IN FAMILY ROOMS,
DINING ROOMS,LIVING ROOMS,PARLORS,
LIBRARIES,DENS,BEDROOMS,
SUNROOMS,RECREATION ROOMS,
CLOSETS,HALLWAYS,OR SIMILAR ROMS
OR AREAS SHALL BE PROTECTED BV AN
ARGFAULT CIRCUIT INiERRUPTER.
3.ALL 15-AMP AND 20-PMP DWELLING
UNIT RECEPTACLE OUTLETS SHALL BE
LISTED TAMPER-RESISTANT
RECEPTACLES.
4.COMPLETED FORM CF-6R-LTG-01 MUST
BE PROVIDED TO CITY BUILDING
INSPECTOR PRIOR TO FINAL INSPECTION.
5.125 VOLT AND 250 VOLT RECEPTACLES
INSTALLED OUTDOOFtS IN A WET
LOCATION SHALL HAVE AN ENCLOSURE
THATIS WEATHERPROOF WHETHER OR
NOT THE ATTACHMENT PLUG CAP IS
INSERTED.
� App��ca�i���
!='-s�r
�M Application� � �;,- _��
� ��
Approval Date 7-� -
Signature
(Case Managerj "�""""��- -
ELECTRICAL LEGEND
DUPLEX RECEPTACLE OUTLET
WATERPROOF GFCIDUPLEX RECEPTACLE OUTLET
220 VOLT RECEPTACLE OUTLET
GFI DUPLEX RECEPTACLE OUTLET
WALL MOUNTED LIGHT FIXTURE WITH MOTION SENSOR
ANDINTRGRALPHOTO CONTROL
WALL MOUNTED LOW VOLTAGE HALOGEN LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
LED DOWNLIGHT FIXTURE,5"DIA.WITH ELECTRONIC BALLAST,
IC R,4TED AND AIR TIGHT,BR30 BULBS
LiGHT SWITCH WITH LUTRON DIMMER,WHITE,NO.MACL-153MH-WH
LIGHT SWITCH
MANUAL-ON OCCUPANCY AND MOTION SENSOR COMPLING WITH
CEC SECTION 119(d)WITHOUT A CONTROL THAT ALLOWS THE
LUMINARIES TO BE TURNED ON AUTOMATICALLY OR THAT HAS AN
OVERRIDE ALLOWING THE LUMINAIRES TO ALWAVS BE ON.
SMOKE DETECTOR
CEILING MOUNTED EXHAUST FAN
CARBON MONOXIDE ALARM
CABLE TV OUTLET
TELEPHONE OUTLET
HOSE BIBB
FLOOR MOUNTED HEAT REGISTER
CAT�UNSHIELDED TWISTED PAIR WIRE
CAT-SE UTP WIRE
RG�QUAD SHIELD CAN
CEILING MOUNTED 58 CFM MIN.WHOLE BUILDING VENTILATION
FAN,CONTINUOUS OPERATING ELECTRICALLY
SWITCHED,VENT DIRECTLY FROM THE EXTERIOR
IN WALL SPEAKERS
APPROVALS:
DATE:
NEW AIR
CONITIONING A RESIDENTIAL ADDITION
CONDENSER FOR:
(E)GAS EDELSON RESIDENCE
METER
22356 RANCHO VENTURA ST.
CUPERTINO,CA 95014
(•f1J0)YVZ-lJ7`fV
(E)ELEC.PANEL
AND METER
UTILITY PLAN � ��4°
DATE:
JULY 29,2013
REVISIONS:
SHEET NO.:
� A-3
.
18"SQ.x 18"DEEP FTG.
WITH(2)#4 EACH
WAY AT BOTTOM
5 1/4"x 14"FOUNDATION
VENTS,TYP. 4 x 4 POST WITH
HDUS HOLDOWN,TYP.
GH46 HANGER,TYP.
4x6D.F.N0.2
GIRDERS,TYP.
3'-10" 3'-0" 3'-10" 4'-6" 5'-0" 5'-1"
4 x 4 P.T.D.F.NO.2
POST,TYP.
SET FLOOR SHEATHING
1"BELOW FLOOR LINE r� �� �-- ��- � � � .��-��� ������,
FORSHOWER FLOOR � �_� ���, r� -� -�---- ------� I
DRAIN I I � I
2
2x6D.F.NO.2 � � ' I I I I � � i I I I ' ' �
FLOOR JOISTS � J � J � ' � '� � J I �
AT 16"O.C. � I I I I:(
� i �
� '� �''� � �
(2jN0.4x24"OOWELS, --- -- -- ' ----- ---- - ----- �—
4"MIN.PENETRATION,
-----
� �------- ---�,�----------- -,
SEAL WITH EPDXY,TYP. � � '.f � i
i � � � I �
CUT OPENING IN EXISITNG � I"`I � �
CONCRETE FOUNDATION ! I<I � I
WALL FOR A 30"WIDE x 18" � I �' ( I I
HIGH CRAWL SPACE ACCESS, � I I;':I ( �
TYP. � I I<•� �
� � (' � PLYWOOD SUBFLOOR, � I
4 x 6 TYP. I � i';4'i SEE STRUCTURAL NOTES � I c
� I �k� (E)CONC. I I �
� i I:( FOUNDATION � I
� ' '.' � �
I � I. � ( I
� , ,�, � �
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� , � �
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PARTIAL FOUNDATION PLAN ��4• 3
USABLE REAR YARD pROPERTY LINE (E)FRUIT DOWNSPOUT (E)FRUIT (E)
CALCULATION TREE AND SPL4SH TREE REDWOOD
(E)FENCE BLOCK TYP. TREES
ARROWS INDICTE 7q.�g�
WIDTH OF�OT AT 20'FROM THE FRONT DIRECTION OF
PROPERTY LINE=74'-4" ON-SITE o 0
MINIMUM USABLE REAR YARD DRAINAGE, �
g,-0„ 25,�„ 39,.��„
AREA=74'-4"x 20=1,488 SF 5%MIN.
PROVIDED REAR VARD SLOPE `q 5�_p^ iq q ` SETBACK
AREA:2,035 SF(REAR YARD AREA)-139 SF N � N Y LINE
(ENCROACHMENT)=1,896 SF DOWNSPOUT 5 v; io (E)PATIO (E)
'��a�%:> �„l
AND SPLHSH �x j ��`,,. �n COVER MAGNOLIA
BLOCK TYP. (' .,�� � -� TREE
o �
� 9'-11"
(E)TREE � �
PROPERTY � r� � I
UNE � I
� � �
(E)TREE � I � DOWNSPOUT
� `___, � AND SPLASH
� BLOCK,TYP.
� , 1 N
� l, �
� (E)
(E)TREE � RESIDENCE
� (E)AC
(E)FENCE � (E)GAS
� METER
DOWNSPOUT � �E� (E)ELEC.
AND SPLASH � GARAGE P�EL AND
BLOCK TVP. � METER
� DOWNSPOUT
(E)SANITARY � �°_1_ ° \ AND SPLASH
SEWER LINE 1 I -.._..�..-- ------ _---- ��BLOCK.TYP.
(E)FENCE
UPC APPROVED 1 L_-- 1 1 1 AND GATE
BACKFLOW
DEVICE I � � I�
� � � � PROPERTY
(E)WATER LINE ' o � I LINE,TYP.
(E)WATER METER' b ,
�0.10' (E)GAS LINE
64.85'
� �920' � (E)CONC. — —
SIDEW,�K —III—II
4"DIA.PROPERTY
LINE CLEANOUT —I I I I I
RANCHO VENTURA ST.
SITE PLAN � ��16° � 4
WALL SHEATHING,—
(SHOWN DASHED)SEE
STRUCTUTALNOTES
4 x 4 POST WITH—
HDUS HOLDOWN,TYP.
2 x 4 COLLAR TIES AT'
32"O.C.WITH(3)16d
AT EACH END,TYP.
(2)2 x 6 D.F.NO.1 —
RAFTERS AT SKYLIGHT
OPENING,TYP.
ST6224 STRAP TIES -
AT TOP PLATE,TYP.
2 x 6 D.F.NO.1 PURLIN,
TYP.
2x8 RIDGE RAFTER
2x8 PURLIN,TYP.
2x6 COILAR TIES AT
32"O.0
2x4 BRACE AT
32"O.C.TYP.
�2
4+/_(MATCH �
EXISTING)
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(N)4 x 12 HDR.I (N)4 12 HDR. f
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CS16 STRAP TOP 8
BOTTOM OF OPENING,
TYP.
2 x 6 D.F.NO.1 PURLIN,
TYP.
ROOF SHEATHING,SEE
STRUCTURALNOTES
2 x 6 D.F.NO.1
RAFTERS @ 16"O.C.
CSt6 STRAP TOP 8
BOTTOM OF OPENING,
TYP.
� �
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4 x 4 P.T.D.F.POST
WITH POST CAP AND
POST BASE
4 x 8 GIRDER�
�.�
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�����
CONC.FOOTING
STRUCTURALNOTES:
1.ALL ROOFS,U.O.N.SHALL BE
SHEATHED WITH 15/32"CDX
PLYWOOD AND NAILED WITH Sd AT 6"
O.C.AT EDGES,12"O.C.IN FIELD.
UNSUPPORTED EDGES NEED NOT BE
BLOCKED.
2.ALL FLOORS SHALL BE SHEATHED
WITH 3/4"CDX T&G PLYWOOD AND
NAILED WITH tOd AT 6"O.C.AT EDGES,
12"O.C.IN FIELD.
3.ALL NEW EXTERIOR WALLS SHALL
BE SHEATHED WITH 15/32"CDX
PLYWOOD OR OSB AND NAILED WITH
8d AT 4"O.C.AT EDGES,12"O.C.IN
FIELD.
4.ALL EXCAVATED FOOTINGS SHALL
BE COMPACTED TO A MINIMUM OF
95%RELATIVE COMPACTION TO A
DEPTH OF 12"BELOW THE
EXCAVATED BOTTOM.
� �p��i�a�i�3� �
RM Appiicat n
Appraval D e_
Signature _
�case Manage�
:�
`�_/-1
PARTIAL ROOF FRAMING PLAN ��4° 1
"CEDAR LITE'INTERLOCKING CONC.
TILE ROOFING BY MONIER LIFETILE '�,
INC.(TO MATCH EXISTING)OVER 30#
FELT UNDERLAYMENT.INSTALL PER
IC-ESR REPORT NO.ESR-32B4
2x6 RAFTERS AT 16"O.C.
2x6 CEILING JOISTS AT 18"O.C.
R-30 BATT INSULATION
15/32"CDX PLYWOOD SHEATHING
A35 CLIPS AT 12"O.C.
(6)MIN.METAL EAVE VENTS
BEYOND FOR VENTIIATION,SEE
ROOF PLAN FOR SIZE
GUTTERS
1/2"GYP.BD.
R-13 BATT INSULATION
2x4STUDSATI6"O.C.
t5/32"PLYWOOD SHEATHING APPROVALS:
7/8"PORTLAND CEMENT PLASTER
OVER(2)LAYERS GRADE'D"
PAPER BACKED WIRE LATH
2 x 8 FLOOR JOISTS AT 16"O.C.
3/4"PLYWOOD SUBFLOOR
R-19 BATT INSULATION
2 x 6 P.T.D.F.MUDSILL WITH 5/8"DIA.x 10" DATE:
ANCHOR BOLTS WITH 3"SQ.x 0.229 INCHES
THICK WASHERS AT 36"O.C.ALL METAL TO A RESIDENTIAL ADDITION
BE HOT DIPPED GALVANIZED.
WEEP SCREED FOR:
SLOPE EXISITNG GRADE EDELSON RESIDENCE
5%AWAY FROM HOUSE
22356 RANCHO VENTURA ST.
� CUPERTINO,CA. 95014
�. — — — — � ����2-�7�
:�.� _ — — o m
-I I I � t' = DATE:
NO.3 VERTICAL TIES JULY 29,2013
AT 48"O.C.
6" CONC.FOOTING REVISIONS:
�._�.. (2)NO.4 BARS CONT.,
TYP.
SHEET NO.:
SECTION ��2• 2 A-4