R-2012-13b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
'C U P E RT 1 N C? (408) 777-3308 • FAX (408) 777-3333 • planninq(c�cupertino.orp
May 2, 2012
Tri Hong
TDH Design
19034 Bonnet Way
Saratoga, CA 95070
SUBJECT: TWO-STORY PERMIT- Application R-2012-13
This letter confirms the decision of the Director of Community Development, �;iven on May 2, 2012;
approving a Two-Story Permit for a new 4,198 sq. ft. single family residence, located at 10081 Judy
Avenue,with the following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "A new model home for Mr. &Mrs. Hong, 10081 Judy
Avenue, Cupertino, CA 95014,"consisting of 7 sheets revised on March 14, 2012, except as may be
amended by conditions in this resolution.
2. 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.
3. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to
issuance of building permits.
4. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant on this property to inform future property owners of the
privacy protection measures and tree protection requirements consistent with the R-1 Ordinance,for
all windows with views into neighboring yards and a sill height that is 5 feet or less from the second
story finished floor. The precise language will be subject to approval by the Director of Community
Development. Proof of recordation must be submitted to the Community Development Deparhnent
prior to final occupancy of the residence.
5. LANDSCAPE AND IRRIGATION PLAN
Prior to issuance of building permits, detailed landscape and irrigation plans in conformance with
the landscape project submittal requirements of Chapter 14.15, Landscape Ordinance, shall be
submitted. The landscape plan shall include water conservation and pesticide reduction measures in
conformance with Chapter 14.15, and the pesticide control measures referenced in Chapter 918,
Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code.
Pesidential Design Review Action Letter Page 2
R-2012-13
6. LANDSCAPE AND IRRIGATION INSTALLATION REPORT
Prior to final inspection, a landscape installation audit shall be conducted by a certified landscape
professional after the landscaping and irrigation system has 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."
7. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE
Per the Landscape Ordinance (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.
8. LANDSCAPE AND IRRIGATION MAINTENANCE AGREEMENT
Prior to final inspections and final occupancy, the owner(s) of the property shall enter into a formal
written landscape maintenance agreement with the City. The City shall record this agreement,
against the property or properties involved,with the County of Santa Clara Recorder's Office and it
shall be binding on all subsequent owners of land served by the proposed landscape. The landscape
maintenance agreement shall require that modifications and maintenance activities not alter the level
of water efficiency of the landscape from its original design, unless approved by the City prior to the
commencement of the proposed modification or maintenance activity
9. 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.
10. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan (including but not limited to details on exterior color, material,
architeciural 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.
ResidenHal Design Review Action Letter Page 3
R-2012-13
11. 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 be aware that if this permit is not used within two years, it shall expire on May 2, 2014.
Staff received comments from an adjacent neighbor regarding privacy views and screening. The
applicant has considered the request and worked with the neighbor to revise the floor plan. This change
is reflected on the approved plan set.
Staff has made all the findings that are required for approval of a Two-Story Permit as required by the
Cupertino's Municipal Code,Chapter 19.28.150 (B). 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.
S}ncerely,
t�, �.
,
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Aparna��Ankola
Plannin�Division
City of Cupertino
408-777-3319
aparnaa@cupertino.org
Enclosures:
Approved Plan Set
Cr. Jerry Hong,10081 Judy Avenue,Cupertino,CA 95014
Soren&Mette Christensen,10095 Judy Avenue,CA 95014
A NEW MODEL HOME FOR
MR & MRS HONG
10081 JUDY AVENUE
CUPERTINO,CALIFORNiA 95014
GENERAL NOTES PROJECT DATA
t. ALl vYRiT'EN�IMENS{ONS S!1ALL OVER TAKE PRECEDENCE OVER SCALE� THIS PROJECT SHALL COMPLY WITH
pIMENS10NS. 2007 I.B.0 AS AMENDEO BY THE 207G C.B.0
2. ANY DISCREPANCIES SH.4lL BE BROUGHT TO THE ATTENTION OF TDH DESIGN Z�Gg N.E.C.AS AMENDED BY THE 2G10�.E.0
PRIOR?0 C6MMENCING. 2CC9 U.M.C.AS AMENDE�BV?HE 201 C C.M C.
3. VERIFV LOCATION OF UT�LITIES AN�EXISTING CONDITIONS A?SITE PRIOR?0 zr�Cy L'.P.C.AS AMENDED BY THE 2010 C.P.C,
CONSTRUC?ION BIDDtNG 2C10 CALIFORMA RESIDENTIAL COOE�
4. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR METHOD AND AMNNER OF zC10 CALGREEN CODE
CONSTRUCTION AND FOR ALL JOB SITE SAFETY DURING CONSTRUC i ION. 2C10 CALtFDRH1A FIRE CAUE
5. GROUNC IS TO SLOPE AWAY FROA4 FOUNDATION 5%FOR A DISTANCE OF 10 F? 2010 CALIFOR�HA ENERGY CODE
AWAY FROM THE BUILDING:IF 10 FT.CANNOT BE MEET.PROVIDE SWALES.PROVIDE qLL OTHER APPLICABLE STATE AND LOCAL CODES A�OR�IWINCED
2°o SLOPE IF IMPERVIOUS SURFACE IS USED.SECTION R 401.3 OF 2C1a CRC. /�
6. SEPARATE PREMtTS ARE REQUIRED fOR OCCUPANCY AN�ALL FUTURE TENAN? ASSESSOR'S PARCEL NUMBER 975-07-039 �
Iu1PROVEMENTS.SEPARATE PERMITS ARE REQUIRED FOR A4ECHANICAL NPE OF CONSTUCTION: V-B FULLYSPRINKLERED
EIECTRICAL 8 PLUMBWG WORK. ZONE: R-1-1C
7. ALL WORK APPIIANCES AND EQUIPMENT SHALL COPAPLY WITF'C.E�C TITLE 24 "cXISTWG USE: OtJE STORV.SINGLE FA.M0.Y RESIDENCE
RESIDENTIAL ENERGV STANDARDS. ?ROPOSED USE: TWO STORY S�NGLE FAAMLY RESIDENCE
8. TNE BUIIDER SHALL PROVIDE TNE BUILDING OWNER.MANi�GER.AND?HE ORIGINAI OCCUPANCY GROUPS: R-31U
OCCUPANTS A LIST OF THE ENERGY-SAVING CONSERVA i ION FEA?URES DEVICES�
b4ATER1AlS.AND COMPONENTS INSTALLED W THE B1,9L01NG.ANC INS'RUCTIONS SQUARE FOOTAGE CALCULATION:
ON HOW TO USE THEM EFFICENTLY.SUCH FEA7URES I!JCLUDE HEATiNG�COOLING.
WATER HEATiNG.AND LIGHTING SVSTEMS.AS WELL AS INSULATION.WEATHER LOT AREA� = 9.375 SQ.FT.
STRIPPING WINDOW SHADES.AND THEttMAL MASS A�IATERIALS.THE INSTRUCTIQNS
SHA�L BE CONSISTENT WITN SPECIFICATIONS BUT FORTH BY?HE EXECU7IVE �"'^A�E'��`=�` - <=�SC.f'_5:.16�N�R/:�E;
�IRECTOR. FIRST F100R LIVING AREA = 2.766 SQ.FT.(RAISEO ROORI
TOTAL FIRST FLOOR AREA = 3.193 SQ.FT.
SECOND FLOOR JVING AREA - 7.GC5 SQ.FT.�37 47%OF FIRST FLOOR AREAj
TOTAL FLOOR AREA = 4.198 SQ.Ff.
FLOOR AREA R4T10=TOTAL FLOOR AREA!LOT AREA
=4.198 SQ.FT.i 9.375 SD.FT.
=C 4478=4a.78%<45.00ti(MAX;
COVEREU PATIO AREA = )25 S�.fT.(SLAB ON GRADE)
COVERED PORCH AREA = 89 SQ.FT.(SLAB ON GRA�E)
SCOPE OF WORK GARAGEAREA = 427SQ.FT_(SLABONGRADE)
FIRST FLOOR LNING AREA 2 766 SD.Ff.(RAISEO F100R1
TOTAL COVERED ARcA = 4 p07 SQ.Ff.
THIS PROJECT WILL PROViDE A NEIN?.T71 SO.FT.LIVING AREA AND A NEW 427 SQ.FT. LOT COVERAGE =70TA�COVERED AREA!LOT ARFA
GARAGE FOR 3 BEDROOMS,5 BATHS,LIVING ROOM.FAMILY ROOM,PIANO ROOM.SITTING =4,C07 SQ.fT.I 9�75 S�.FT.
ROOM.LIBRARY.DINlNG ROOb1,LAUNORY ROOM ANO A NOOK. =42.74%<Sp.00R:(MAX.j
VICINITY MAP
S�TE
,•t:�_�.l, `�
t�
o,�.kl
i�`T
SHEET INDEX
ARCHITECTURAI
A-1 TITLE SHEET&SITE?LAN
A-2,1 PLANTING PIAN&NEIGHBORWG ELEVATION
,;_E, A-22 DEMdLITIONPLAN
A-3 fL00R PLANS
A-0 ELEVATIONS
� A-5 ELEVATIONS
A� ROOF PIAN.$ECTIONS R DETAILS
A•7 OETAILS
BMP BEST MANAGEMENT PRACi10E
E•i ELECTRICAL PIANS
EC1 T7TLE 24
EC2 T1TLE 24
L 1 IANDSCAPE PLAN
l2 LANDSCAPE P;.AN
N1 CONSTRUCTION NOTES
NZ CONSTRUCTION NO?ES
SQ SURVEY PLAN
STRUCNRAL
S-0 STRUCTURALNOTES
St FOUNDATION PLAN
' S-2 FOUNOATION DETAILS
S-3 SECOND FqAMING PLAN
Sd UPPER FLOOR CEILING FRAMJNG PLAN
' S-5 ROOF FRAMING PLAN
S-6 STRUCTURAL DETAILS
S-7 STRUCTURAL DE?AILS
� S-8 STRUCTURAL DETAlLS
- - NORTH
PR�JECT TEAM
DESIGNEF STRUG7URALENGWEER LANDSCAPEARGHI'£CT ENERGYCONSULTANT OWNER
TDH�ESIGN WESLEY LIU ENGINEERIriG NLD GROU? CARSTAIRS ENERGY CALCULA'IONS MR.8 MkS.HONG
19034 BONNET WAV 7246 SHARON CRIVE MO 555 N.SANTA CRUZ AVENUE 504 E4ERT CpURT i008 JUDY AVENUE
SARATOGA.CA 95070 SANJOSE.CA 95125 LOS GATOS CA55C30 PASO ROBIES.CA91446 CUPERTINO.CALIFORNw 5s074
408.82b.6083 408.973.1839 408.354 9509 805.904.90�18
- - �PROPERN UNE
75.00' -
NOTES:
�1. GROUNG IS TO SLOPE AWAY fR0A4 FOUNDATION 5`�FOR A DISTANCE Of 1G FT AWAY FROM iHE RUILDING:If 1Q FT.CANNO7 BE MEET.�'ROVI�E SWAIFS.PROVIDE Z`k
S�.OPE tF I�dPERVp)US SURFACE IS USE�.$FCTK7N R 401.3�F 2p1n r,RC.NO CO4CEN?RATEO FLOW ACROSS THE RIGHT-OF-WAY.NO ORAINAGE ONTO NEIGHBORING
PROPERiIES.ALL DRAINAGE TO LANDSCAPE,
2. REGiUfREU SETBACkS MAY REpUIRE CERflFICATlON BY THE CIN OF CUPERTINp PRIOR TO FOUNOATION INSGECTIQN.
3, APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND;OR CONTRACTOR OF THE REPONSIBILITY OF'HE CORREC?IONS OF MISTAKES.ERRORS OR OANSStONS
CONTAINEO THEREIN.IF DURING THE COURSE CONSTRUCTION IMPROVEMENTS.PUBIIC INTEREST REQUIRES A MODIFICATION OFiOR A CEPARTURE FROM TNE CITY OF
CUPER i INO SPEqFICATION 6R THERE IMPROVEMENT P�NS:THE CI1Y ENGINEER SHALL HAVE THE AUTHORITV TO REOUIRE SUCH A�!ODIFICATIOh OR DEPARTURE AND TO
SPECIFY THE MANNER IN WHICH i HE SAME IS TO BE COMPLE`ED.AT THE SOLE EXPENSE OF THE OWNER AND1pR CONTRACiOR
A. CONTACT PUBUC WORKS.(C08j 717•31p4.F6R INSPECTION OF GRADING,STORNi DRAINAGE.AND PUB�IC IMPROVENtENTS.
5. A,L PUBUC IMPROVEMENTS MUST BE COMPLETED°RICR?0 0�'..CUPANCY.
6, CONTRACTOR IS RESPONSBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS iEFT W A CLEAN CONDITION.
� � ' CONTRACTOR SHALI REVIEW CITY OE'AIL 6d ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
8. UTI,IZE BEST MANAGEMENT PRACTICES jBMP'Sj AS REOU4RED BV THE STATE Ih'A'ER RESOURCES CONTRO!BOARO.FOR ANV ACTIVI1l',WHICH�ISTURBS'HE SO�L.
9. TO INITIATE RELEASE OF BONDS,CONTACT THE PUBUC WORKS INSPEC?OR FOR FINAL INSPECTION.
PE�AREAS
x �0. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE.DIRECTEO ANAY FROM BUILDING FOUNDATIONS ANO OIRECTE�TO IANDSCA .
m '1. PRIOR TO BEGINNiNG ANY WORK WITH�N THE PUBLIC RIGHT OF WAY.THE CONTR4C'OR WILL BE RESPONSIBLE FOR PULUNG AN ENCROACHMENT PERAAIT FROM THE
w �7E$. PUBUC WORKS�EPARTMENT.
"' 12 INSTALL NEW PROPERP'LINE CLEANOUT(PROPERTY LINE CLEANOUT MUS?BE WITHIN 5 FEET OF THE PROPERTY LW Ei CLEANOUT SHALL BE THE SAMc DIAME?ER P,S THE
� REQUIREMENTS TO GRADE 2�'�
( w r � STREET PORTION OF THE SERVICE LATERAL(GRAVIiY LATERAL IS 4"DIAMETER AAINIA�UMi SEE SITE PLAN FOR LOCATION.
AUYAY FRON1 THE BUIL�ING AND.NE
� SIOPE ON SITE MUST BE tti TC A �3. VIDEOTAPE INSPECT70N OF THE EXISTING?NEW PROFERTV LINE CLFANOUT.POMT OF CONNECTION AND STREET LATERAL IS REOUIRED PRIOR TO PASSING THE CIN
cYi o CUPERTINO FINAL INSPECTION.OWNER TO CALL CISTRICT a8 FtOURS PRIOR TO VIDEO INSPECTION TO SCHEDULE A DISTRICT INSPEC i OR.�ISTRICT TO PROVIDE BUILCING
o PUBLIC WAY,
� REAR YARD � I DEPARTMENT N'ITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION.
;� ?4. AN APPROVED BACKFLOW OEVICE IS RE�UIRED:VERIFY EXIS'ENCE AN�SERVICEABILITY�IAPMC OR UPC APPROVEDj.THE BACKFLOW DEVICE WILL BE INSFECTED BY A
� � �ISTRICT WSPECTOR qT iHE TIME OF VIDEO INSPECT�ON.DISTRICT TO PROVIDE BUIL�ING OEPARTMENT WITH tNRITTEN NOTIFICATION UPON COMPLETION Of INSPECTION
�""' � �
15. IF STREET DEDICATION IS REQUI(�C.STREET POT10N OF EXISTING SANITARY SEWER LATERAL fS TO EXTENDED TO THE NEW PROPERTY LINE.L4TERAL PERAAIT YVILL ONLY
�� � --� "--� ._..._,� BE ISSJED TO LICENSED UNDERGROUND CONIRAC70R REGISTERED TO WORK IN THE CU?ERTINO SA4ITARY qSTRICT,INSTRUCTIONS FOR CONTRACTOR'S REGISTRAnOP
� � S •� �1 ` CAN BE FOUND ON OUR YYEBSITE N^M'Y.CUPERTINOSANITARYDISTRIC7.COM UNDER DCCUMENTS.
� 16. STORM WATER fROM SURFACE OR ROOF DRAINS.OTHER GENERAL SURFACE RUNOFF WqTER OR CONDENSATIpN FROM ANY RESIDEN?IAL HVAC EQUIPWIENT SHAIL NOT
o ��
� • a �
'7
r �
� ROUND IS?0 SLOPE AVJAY FROM COVERED PAnO
fOUNDATION 5 o FOR A DSTANCE 725 S�.FT.
OF 1G FT AWAY FRON THE BUILDI :
I � IF iC FT.GANNOT BE MEET.PROVtO
SWALES.PROVIDE 2%SIOPE IF
IMPERVIOUS SURFACE IS USED.
I � SECTION R 401.3 OF 2010 CRC. �
� ° ° �a
PROPERTY UNE---� I. I 26'$'�ECOND FLOOR SIDE SETBACK
81
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�(N)GAS A4ETEPo
�Nj20C AMPS�
I C.METER
� 8
REMOVE(E)DRIVEWAY
8 REPLACING
SIDEWALK AND I
CUR&'GUTTER ALONG
PROPERIY FRON7AGE.
f E)WATER&SEWER -j
UNE(E)WAtER METERS .
WILL BE RESE?AT �
THEIR CURRENT I
LOCATION
(N)ELEC.LINE I
(M GAS LINE�
fEi WATER
W�
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\\\\\�NEW RESIDENCE
GARAGE AREA = 427 S�.FT.
F�RST FLOOR LNING AREA - 2.76fi SQ.fT.
TOTAL FIRST FLOOR AREA = ?.193 SQ.FT.
SECCV.^-FL^C°.LIVIN^.4R�� - �npc cpF?.
DRIVEWAY
NCTE:
t.WtOTH OF NEW�RIVEWAY
AN�DR�/EWAY APPROACH AND
i HAT NEW ORIVEWAY WILL BE
CONSTRUCTED PER CI7Y
STANDARD ORAWING t•20.
2.EXISTING OVERHEAD UTI�ITY
LINES SHALL BE REMOVED AND
UNDERGROUNDE�TO NEW
SERVICE POINTS.
NEW UPLIFTE6 SI�EWALK
PANELS.PLEASE STANDARO
CURB DETAIL ON SHEET A-1.
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dE DISCHARGED TO TNE SANITARV SEWER.
� 17. A HOLD WtLL BE ADDED ON THE FINAL INSPECTION OF THE PROJECT FOR THE PROPERTY 04YNER TO RECORD A CQVENANT WI?H SANTA CLARA COUNTV INFORMING
5� FUTURE PROPERTY OWNERS OF?HE SETBACK RESTRICTIONS ON THE PROPERTV.PER CONDITION#4 OF PL4NNING DIVISION ACT10N LE?TER DATED iZ12C�iG.PLEASE
CONTqCT THE?LANNING OIVISION W A�VANCE TO qRl�T THE f,QVENANT COC�IMENT
18. OVERHEA�UTILITV SERVICES T08E RELOCATED UNDERGROUND.EXISTING OVERHEAC UTILITY LINES SHALL BE REMOVED ANC UNDERGROUNDEU?0 NEW SERVICE
� POINTS.
I 1y. CUR9.GUTTER&SIDEWALK SHOULD CONFORM TO EXISTING IMPROVEMENTS ON EACH SI�E OF PROPERTY FRONIED �
20. EXISTING AC PAVEMENT TO BE SAVJ CUT t'FROM NEW UP Of GUT'ER,
Zi. PLEASE SEE SURVEY PiAN FOR ADDITIONAL INF�RMATION,
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i PROPERT`!IINE , � � ,
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a�cusz n�,cee�A*E a.�s� -�vanc•to�
w t r..�a�:c�,�,:vt MONOLITHIC SIDEWALK
:UMRaCi_O�l
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J'"'o�.+�'�•%� WI'H l�9pS.A@lAT[VE
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DETACHE�SI�EINALK
\ I NOTfS
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5%� ,
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FIRST FLOOR'
SIDE SETBACK
�I
N�
"'�. FRONT YAR�
GRWND IS TO SLOPE AWAY FROM �
FOUNDAiION 5%FOR A DISTANCE
OF 10 FT AWAY FROM THE BUILDING' . � -- � .
IF 10 FT.CANNOT BE MEEt.PROVIDE ' �
SWAIES.PROVIDE 2%SLOPE IF ,.....
IAAPERVIOUS SURFACE IS USED.
SECTION R 401.3 OF 2070 CRC.NO
CONCENTR4TED FLOW ACR0.SS THE
PROPERTY LWE RIGHT-OF-WAY.NO DRAINAGE ONTO
NE�GHBORiNG PRO?ERTIES.ALL
]�j,�� DRAINAGE TO IANOSCAPE.
�E?CONCRETE SIDEWALK
�
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= J U DY AV E N U E � �LEGEND
F. t�11� FIRS?fL06R AREA
O �!�!� SECOND FLOOR AREA
Z `-`'`-`'`'`''
ODOWN SPOUTS LOCATION �
SfTE PLAN S��E,�e°=�.�•
O (Ej SANITARY
SEWER MANHOLE
?Dr;veway cencre!e!h�c;cness��Ruidentia!-5 Cammerno!nnd IMUttrial-6".
2.One pound of dispersirg Clock shalf be m�x¢d w�th easF cub�c yar�of concrets e�the
lwich plant
J S�dewalk5,c�rbs and gu*^ers sholl be Class"B"(5 sac45 pv,ub�c yard;cs per Staldard
Speciticat�on anC shall ut�a�n a strenqth 3,000 ps.i.in 28 days
4.Sicewalk f�.n�sh shail be cowse br�qh type.
�wwc eErus
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GREEN BUILU�NG UBT;
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I 5, Dlb'ERT CONSTRUCTION AND 6E1AClIT�ON WAS7E
6. MOIStUliE SCURCE vEitIFICA?i^N AND CORRECTIGN
7. CON'ROL GROUNG MOISTURE WI?H VSPOR 6MR1ER
2. DESVGN ANG BUILG STRUCT'JRAt PEST C^NTROLS
I 9. RESCURCE-EFFICIENT LANDSCAPES
1C. MINIMAITURFARfAS
tt. NIGH-EFFIC�ENG�IRRIGATION SYSTEMS INSTALLED
12. COMPOST ANG RECYCLE GAi3DEN TRIb11�NGS ON SITE
13. REDUCE POILUTiON ENTERING THE HO�IE FR0�1 THE GARAGE
14. HIGH EFFlCIENCY H'JAC FlLTER IMEP.V E��
15. NO FIRtPL4CE OR SEALE�GAS FIREPLACES WITM EFFICIEkC'!RATING z50q USING CSA$TANDFRDS
tE. EfFECTIVEEX.HAUSTSVSTEAISIN$TALLEDiNBATHR00MSAN�KiTCHEN$
1;. CARBCN MONO%IDL A'_ARIA(S11N$TALLED
12. ENTR1'WAY$DESIGNEG TC REDUCE TRACKEG IN CGNTAMINANTS
79. ENERGY S7AR DISITYIASHER(MUST MEET CURRENT SPEGFICATIONS!(MUtUALL`r EX,IUSIVE WI','M J3?
20. ENERGY$TAR CLOTHES WASMING MACHINE WI'H WATER fACTOR CF 60R LESS.MEETS CEE?IER 2 REQUIREMENTS(MOGIFIEu ENERGV
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MASTER BEDROOM 2 �,�, � °
Cl.HT.�C'-0" � COVEREO PATIO� CABINET IN ALL BATHROOA� N '
°' `�� HARDWOOD i � �GAS TANKL SS
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o� �'o CL.HT.5'-0" O `�c�' I � � a lkRTGS?W OR
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USE MOtSTURE ' § HARVJOOD
TEMP.
RESISTANT � \, 2 8'4� ��'�
UNDERLAYMENT , � �7 5 �
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DRAIN INIET, 07 LR. CLR ��'��'�� 4 W NOOK `J` THKESHOLD FOR INS`MMGING OORS.(NI
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TO BE �, BA�3 °� CABINET • � Ti�E o �p 1 RIS RS 5 3?" � E NOT MORE THAN.5 INCHE BEL Y THRESHOID
a CL HT.9'-0' � �,nw .- w w , E DS 1. IN. R AND.i 51NCHES FOR(N SLIDIN DOORS
TEMPERED. o w TIL"eS �`-'�- -'': i�p�� qE-�1 i x ;q 4
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SEE OWNER FOR MEDICINE EURNACE ATTI� ',iAC�SS�I � Y � `Q A BATH TUB ANO SHOWER NOTE:USE �
CABINET IN ALL BATHROOM � ' 1 MOISTURE RESISTANT UNDERLAYME T TO
a GAS TANKLESS THE HEIGHT OF R11N,70"FROM DRp1N
�� lY H.BY'RHEEMY� pANTRY � 4 ,,� I PROVIDE HR FIRE RATE WALL w/
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m NOTE:USE MOISTURE � q LAUNDRY �ACCESS SKY�,T. ,p �(N)10"SUN � I
RESISTANT UNDER�AYMENT CL HT.1C'-0'
r-: Lwl NO SHAFT� TUNNEL � _
TOTHEHEIGH70F�MIN.70" � TILES �g.p° tp• P-0' 1G° 3'-6' 9'-2" N
FROA1 DRAIN WLET.SHOWER Z,,�, Z,1, � �S �
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9 I 18' 18" DR. $
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WALL w!2 LIYERS 4f 5r8" � N R
TYPE'X'GYP.BD. LIVINO ROOM a � ,
12' 3'-2' 12' 0 z § BA,H TUB AND
TEMP. UL DESV'N U-301 C�.HT.12'�b" a a i
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q � USE MOISTURE
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31'-0" I ai UNDERLAYMEN
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S�UARE FOOTAGE CALCULATION ;N�GAS AAETER� i
T 4•8• 4'•9" ?'-11' txii
LOT AREA: = 9.?75 S�.FT. (Nj20C AMPS � �
� �
ELEC.METER COVERED POR�
GARAGE AREA = 427 SQ.FT_(SlAB ON GRADE�
FIRS'FLOOR UVING AREA = 2.766 SO.FT(t7AI5ED FLOOR; §
?OTAL FIRST�LQOR AREA = 3.193 SC�.FT. �Z. !N�tEG70 ROLL UP GARqGE DR. 72. 6G46 SL.w!
� fil1EARCH S'�' '7'
SECOND Fl00ti LI4'MG AREA - 1.005 SO.FT.(31.47%OF FIRST FLOOR AREAi
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LANDING OUTSIDE ALL EXTERIOR DOORS NOT IM
FLOOR AREA RATId=TOTAL FLOOR AREA!LO?AREA MORE THHN'.5�NCHES LOWER TNAN _
=4,198 S�.FT'9�75 SO FT TNRESHOID FOR INSWINGING COORS.1Nj _
=G 4478=44.78%<45A0 a rMAX,) DOORS MAYBE SWING OVER LANDING THAT IS � �'
NOT MORE THAN,5 INCHE BELO'A�THRESHOLG -
COVERED PATIO AREA = 725 SQ.FT.(SLAB ON GRA�E) LEG END AND.751NCHES FCR(Ni SLIDING 600RS 1 ' 8'-0" 1'"
COVERED PORCH AREA = 89 SQ.F?.,SIAB ON GRA�E{ Z,�• ��$° 7?'-0• 1"-8' 2'-0"
GARAGE AREA = 427 S�.FT_(SLAB ON GRADEI
FIRST FLOOR UVING AREA = 2 766 SO.F'L.IRAISEO FLOORI ESCAPE;NINOOW OR DOOR IS PROVIDED AT
TOTAL COVERED AREA = 4nC7 SQ.FT. � sACH BEDROOM MEETING ALL OF THE 60'-0"
FOLLOWING'.AN OPEN ABLE AREA OF NOT 14
LOT C6VERAGE =TOTAL COVERED AREA I LOT AREA �ESS THAN 5.7 SQ.FT.(5FT AT GRADE lEV ELi
=4007SO,F'.ly,375S0.FT. fINI�SHEDFL00RICBCEC262�8E0263 FIRST FLOOR PLAN A�
=42.TA%<SG.GO`>IMAX.I SCALE:'ti4'=t'-0'
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Building HVRC Requirements—Indoor Air Quality a�d Mechanical Ventilation Page 4-51
Equetion 4-1
Ventilation Rate(cfm}=���+?.5<(Number Bedroorns+l)
Instead of using one of the equations given above,Tabie 4-7 may be used to
determine the required ventilation.This tabie allows tlie user to find the required
ventilation rate directfy if they know the fbor area and number of bedrooms.
The size of the fa�must be greater than or equai to the required capacity.
Table 4-7—Continuous Who(e-buildrng Ventifsfron Rate(cfm)
eetl room s
Conditloned F1oar Area -------------------- -_._..._---° _..__
1ft,) p-�� 2-3 4-5 8? >7
s1500 30 AS 60 75 �
—.__...---..._.____------_....'-------------
----'------ ---------
'S0�-3000 45 BC 75 90 105
3001-4500 60 75 90 'C5 120
4501-6060 7g gC 105 ?20 135
800'I-7500 90 105 120 '35 150
>7500 105 1.0 135 '�50 165
Example 45—Required Ventilation
Question
What is the required continuous veritilation rate for a 3 bedroom,1,800 ft2 townhouse?
Answer
48 cfm.This is calculated as 1800l1Q0+(3+1)x7.5=48 cfm.Using Table 4-7,the required
ventilation rate would be 60 cfm.
Example 4-6
Question
The house I am building has a floor area of 2,240 ft'and 3 bedrooms.My calculatians come out
to 52.4 dm.Can I use a 50 cfm fan?
Answer
No,a 50 cfm fan does not meet the standard.You would need to select the next fatger size€an,
such as a unit rated at 55 cfm or 64 cfm.If you use Table 4-7 to select the fan size,you get BO
cfm.
VenHlatlon Rate for Combination Syatems
When a combi�atan ventilation system is used,meaning that both supply and
exhaust fans a�e installed,the provided ventiNation rate is the larger of the totel
2008 Residsnfia/Compliaxe Menuel August 20A9
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R[COMMEDA?IONS.VERIFY WITH OWNER OR DESIGN[R
FOR COLOR OF ROOF T1LE.FOR MORE INFG.SEE
WWW.EAGLEROOFING.COM CAPISTRANO TILES:6 PSF
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GRADE'D'PAPER COLOR.BEAR GRADE'D'PAPER COLOR:BEAfi
REA,R ELEVATION MOWN MAY ECC�9-tU MO`NN HAY ECC•53•?U SCALE:114`=1'-0'
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RIGHT SIDE ELEVATION SCALE 1i4'=1'-0'
UN�ERFLOOR VENTS CALGUL4T10N ELEVATONS NOTES:
PROPOSED GARAGE AREA=<2i S�.F'. GENERAL:
TGTA�VENT AREA:421 SQ.IN.(AMN RE�UIRED) SEE DETAILS FOR ADGITIONAL WfOR6�ATi0N AND REQUIREFAENTS.
TCTAL VENT AREA PROVI�E.
7-5"X i4"VENTS(A�IN REQUIRED) EXTERtOR SKIN'.
TOTAL=8 VENTS PROVIDED �. ROOFING EAGLE RGOf TILE WITH PRODUCT NUMBER.4678 6R
EQUAL.FOR MORE�NFO.SEE WWW.FAGLEROOFING.COM
PROPOSEO LIVING AREA=2.766 SQ.FT. CAPISTRANO TIIES:6 PSF.INSTAL;l+'�ON PER MANUFACTURER'S
TOTAL VEN f AREA�.2?86 SO.IN.(MIN REOUIRED} SPECS 0130 FELT 01�;`CDX PLYWOOC SHEATHMG W18d�6'
TOTAL VENT AREA PROVIDE: O.C.E.12�O.C.F.TYP.U.N.O.VERIFV WITH OWNER OR DESIGNER
40-5'X 14`VENTS(MIN REOUIRED) FOR COLOR OF ROOF TILE ICGES EVALUATION RFPORT IESR 1922)
TGTAL=41VENTS PROVIDED Z. EXTERIOR'NALL'.72'EX?.CEMENT STUCC001 MTL..lAT!i OVFR
2-LAYER$GHA�E'0'PAPER.
. FOUNATION VENTS:5'X 14"W7 1!4"S.S.WIRE MESH 3. OVERHANGS ARE TO BE 18`AT EAVES NIA AT RAKES.
VENTS BOT'TOM Of ALL VENTS MAY..t 2"ABOVE EXTERIOR
ADJ.GRADE SEE EX7ERIOR ELEVATIONS FOR LOCATION
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DECEMBER, 20�1
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STAIR NOTES 1�c<STUDFRAME�WALL IOVr'WALL - � �
Sb1001H SURFACE 1� � "���` _ >.,�,p�.s,. 7 ma; ��� �
HANQRAIL 136'A.f.F, Z A.) '.� � I �s
7. STAIR W�LL BE PREFABR�CATE BY OTMER (N?HANQRAII wl
2. INSTALLATION PER MANUFACTURE RECOMMENCATIONS. SMOOTH SURFACE w! ALLOW�DRVWALL TO DlE -� 14 a _
3. �ERIFY ALL DIMENSION AT FIELG BEFORE FABRICATE OR INSTALIATION. NO SHARP CORNERS - � 3� -�,,,,
AGAINST f PlY'ND.EACKING DOW �,= A-T �H I�T N _
4 VFRIFY COLOR`AtlTH OWNER AND DESK;NER. TOP OF RAIL ---'---------°-------���A��1` Y r^ry'A,V „�
5. MANUFACTURE PROVIDE A:L CALCULATION ANO SHOP DRAWIhG TO STRUCTURE j FROiA TOP OF BULL NOSE TRIM. E4c�e Rr�s n�e��n+�couc� _
io.v � �
ENGiNEER AND DESIGNcR FOR APPROVAI. �°� ���' N��eER a�M�E�u� hA
p � EDGE WRAPPED IN CARPE'T n;5ra��onoNaEa wuHU�ncr�uE -
O RECCAMIETDATIGhS.VERIFV:YttM
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�PLYWD.BACKING TO RUN ENTIRE A
PROVI�E 2r BLCCKING LENGTH OF TRIM-HOLD j"DOWN A�6
@ CONNEC?ION FROM TOP OF BULL NOSE TRIA�
:AG SCREN� 2xt2 STRINGER w12x4 6�KG ROOF P LAN SCALE'.3�16"=7'-0"
AGAINST 2x4 WALL
3'�b"TYP.
2x4 STUD YVALL . �. . � ��h'�f� ` t �^
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2. HANDRAIL CONN. DETAIL NOTES
i.ALL STAiRS TO BE IN COMPLLINCE wl SEC i ION � ,%��
7C12 1.6 OF THE STANDARD BUILDING COOE � f��-'�"�� ����-�
USE DOWELL•FAST Z.ALL HAN�RAILS TO BE 36'FNGH'JJITH A MAK.3 - . . .
PROCEDURE ON 3i4"OPEWNG BETWEEN SPINCLES&LOYVER RAIL
CONNECTION OF NEVJEL �^FROM DECK GUAR�J RAILS 70 BE 47 HIGY _. �-.
POST TO FLOORING IW30761 3,TRIM MATERIAL T.B.D.BY BUILCER .
1"MAPLE OR EQUAI 1'NIAPLE OR EQUAL VERIFY ��.
BLOGKING VERIFYw10WNER w10WNERFpRCOIOR ����� pTTIC VENT CALCULATION � � ._ '
ROOF PIAN N07L6' v �
FOR COLOR
1 X 6 al SMOE •ROOF SLCPE{S BE 4:12. y
MAPLE STRINGER ATTIC SPACE ATTIC AREA x}�sc'REOD FREE VENT BLN'G._.1413 S�.FT. •ARROWS INDfCATE DIRECTION OP ROOF SLOPE
MOULOING;PAINTEO)
1'MAPLE OR EQUAL 4ERIFY •NEW FLCOR CEILING HEIGH?IS TO BE P'-0°,1"u'-0"&17'�°.SEE F PLAN�
4'PMX CLR, A 1.G05 Sfl.FT. 6.70 S�.�. 5G BLK'G=7.3T S�.FT. .OVERHANGS ARE TO BE 18'AT EAVES WA Ar RAKES.
w!OWNER FOR COLOR •PROVIDE EA'JE VENTS FOR AT?IC VENTILATtON PER U.B.C.?YP.
STARTING 3.CC2 S�.fT. 20.G1 SQ.F?. 140 BLK'G=2C.62 Sa.FT, .INSTALL G.I.MA7EfilAL ROOF JACKS FOR PLUMBING VENTS ETC.AS REUUI EC
EASING 4, •INSTAL�5'.26 GAUGE FASGA GUTTER w�DOWNSPOUTS AS REQUIR£�I�TC4 EXIST1NGj.
TOTAL VENT PROVIDE FOR A:7.37 SQ.f'._>6?G SQ.FT.(AMN.REQUtRED1 PROV�DE C6Ni,RETE SPLASH BLOCKS AT DOWNSPOUT LOCATICNS FOR DRAINAGE AWAY fROM
SIMPSON LUS TOTAL VENT PROVIDE FOR B'.20.52 SO.FT._>20.C7 Sa.F'i.(MIN.REQUIRED) STRUCTURE-NPICAL
.PROVIDE 26 GA.GALV.FLASHING AT ROOF TO WALL CONNECTIONS.
MAPIE TREA� SERIES SLOPE�
JOIST HANGER '7 PROVIOE EYEBROW VEYT IF NEC.
ROOFiNG�.EAGLE R06F 11LE Yr1TH PRODUC'NUMBFR�4678 OR EQUAL.INSTAl1A'ION PER MANUFACTURE
CARRIAGE 3-2x12 STRINGERS TURN BULL� RECOMMEDAT104S.VERIFY YVITH ONNER OR DESIGNER FOR COLOR 0�ROOF'IIE.FOR MORE INFO.SEE
"s-2z�2 STRINGERS
NOSE TRIM W'NW.EAGLEROOFING.COM CAPISTRANO TILE�. .
NOTCH STRINGERS o�PLATE DOWN TO
FLOOR SKYLIGHT�iN)2020 FS3G2 YELUY,'.IC80#NER•21fi
SUN TUNNEL 10"B�VELUX'ICBC tt NCTL 2�02'6-123
3. CLOSED RISER(c�WALL 3. BOTTOM OF STAIR 3.TOP OF STAIR 1.STAIR DETAIL TYP.
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DECEMBER, 24ti�
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