R-2015-10b , �.
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•planninQ(cD_cupertino.orq
May 15, 2015
TDH Design
Attn: Tri Hong
19034 Bonnet Way
Saratoga, Ca. 95070
SUBJECT: TWO STORY PERMIT AND MINOR RESIDENTIAL PERMIT ACTION LETTER—
Applications R-2015-10 and RM-2015-10
This letter confirms the decision of the Director of Community Development, given on May 15,
2015, approving a Two-Story Permit (R-2015-10) to allow the construction of a new 2,406 square
foot single family residence and a Minor Residential Permit (RM-2015-10) to allow a rear facing,
second story balcony on the new residence, located at 10685 Culbertson Drive with the
following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "New Residence, Chen C Liao, 10685
Culbertson Dr., Cupertino, Ca 95014" consisting of seven sheets labeled "A-1 to A-5 and a
Topographic Map", dated "Received April 3, 2015", 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. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM
The project shall comply with the requirements indicated on the Public Works Confirmation
form, including, but not limited to, dedications, easements, off-site improvements,
undergrounding of utilities, all necessary agreements, and utility installations/relocations as
deemed necessary by the Director of Public Works and required for public health and safety.
The Public Works Confirmation is a preliminary review, and is not an exhaustive review of
the subject development. Additional requirements may be established and implemented
during the construction permitting process. The project construction plans shall address
these requirements with the construction permit submittal, and all required improvements
Two-Story Permit&Minor Residential Per^�it Action Letter Page 2
R-2015-10&RM-2015-10
shall be completed to the satisfaction of the Director of Public Works prior to final
occupancy.
4. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed and approved by the Planning Division
prior to issuance of building permits. The variety, size, planting distance shall be consistent
with the City's requirements.
5. 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 Department prior to final occupancy of the
residence.
6. LANDSCAPE PROTECT SUBMITTAL:
Prior to issuance of building permits, the applicant shall submit a full landscape project
submittal per sections 14.15.040 A, B, C, and D of the Landscaping Ordinance if more than
2,500 square feet of landscaping area is proposed. 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.
7. 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.
8. 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.
9. 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
Two-Story Permit&Minor Residential Perm�t Action Letter Page 3
R-2015-10&RM-2015-10
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.
10. 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 May 15, 2016.
City staff has determined that the proposed project is in compliance with the provisions of
Chapter 19.28.140 (A) and 19.28.140 (B) of the Cupertino Municipal Code. Therefore, no
conditions of approval are required in order to address the comments raised during the noticing
period.
Staff has made all the findings that are required for approval of a Two-Story Permit and Minor
Residential Permit as required by Cupertino's Municipal Code, Chapter 19.28.140 (A) and (B).
1. The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning
ordinances and the purposes of this title.
The proposed project is consistent with the General Plan as the project is within the Low
Density land use area. There are no applicable specific plans that affect the project. The
project has been found to be consistent with the requirements of Cupertino Municipal
Code Chapter 19.28 Single Family (R-1) Residential.
2. The granting of the permit will not result in a condition that is detrimental or injurious to
property improvements in the vicinit�, and will not be detrimental to the public health, safet� or
welfare.
The granting of the permit will not result in a condition that is detrimental or injurious to
property improvements in the vicinity, and will not be detrimental to the public health,
safety or welfare as the project is located within the R1-5 (Single Family Residential)
zoning district, and will be compatible with the surrounding uses and neighborhood.
3. The proposed project is harmonioics in scale and design with the general neighborhood.
The proposed project is located in a residential area consisting of single family homes.
The proposed project maintains the single family home scale found throughout the
neighborhood.
Two-Story Permit&Minor Residential Per*r�t Action Letter Page 4
R-2015-10&RM-2015-10
4. Adverse visual impacts on adjoining properties have been reasonably mitigated.
Any potential adverse impacts on adjoining properties have been reasonably mitigated
through the installation of privacy protection plantings as required.
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
Enclosures:
Approved Plan Set
CC: Chen Liao, 13216 Pierce Rd., Saratoga CA 95070
PUBLtC vVORK NOTES:
i. APPROVAI OF THESE PLANS DOES NOT RELEASE THE OWNEH ANU�OR CONTRACTOR OF TNE RESVONSIBILITV Of THE CORRECTIONS OF MISTAKES,ERRORS,OR
OMISSIONS CONTAINED THEREIN.IF DURING TNE COURSE CONSTRUCTION IMPROVEMENTS.PUBIJC INTEREST RE�UIRES A MODIFICATION OF/OR A DEPARTURE FROM THE
CITY OF CUPERTINO SPEGFICATION OR THERE IMPROVEMENT PIANS�TME CITY ENGINEER SHALL W1VE THE AUl}iORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE
AND TO SPECIfY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED.AT 1NE SOLE EXPENSE Of THE OWNER ANDtOR CONTRACTOR.
2. CONTACT PUBLIC 1MORKS.(408�777�3f04.FOR WSPECTION OF GRADING.STORM DRAINAGE.ANO PUBIIC I6WROYEMENTS.
�. ALL PUBI.tC IMPROVE�uIENTS MUST BE COMPLETE�PRIOR TO OCCUPANCY.
4. CONTRACTOR tS RESDONSIBLE F�R DUST CONTROL AND INSURING THE AREA AOJACENT TO THE WORK IS LEFT W A CLEAN CONDITION.
5. CONTRACiOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PR�OR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
6. UTILIZE BEST M4NAGEMENT PRACTICES(BMP'S)AS REQUIRED BY TME STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTNIN.NMICH DISTURBS 7HE SOII.
7. A WORK SCF�DULE OF GRADMG AND EROSION 8 SEOIMENT CONTROL PLAN SHALL BE PROVIDED 70 THE CITY ENGINEER BY AUGUST 15.NO HILLSIOE SHALL BE
PERF018�AED BEIWEEN OCTOBER 1 TO APRN.15.
8. TO INfTIATE RELFASE OF 80NDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FIW�L�NSPECTION.
9. ALL DOVYNSPOUTS TO BE RELEASED TO THE GROUND SURFACE,DIRECTED AWAY FROb1 BUILDING FOUN0.4TIONS AND OIRECTED TO LANDSCAPED AREAS.
t0. PRIOR TO BEGINNtNG ANY WORK WITHNJ THE PUBLIC RIGHT OF WAV,THE CONTR4CTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE
PUBLIC WORI(S DEPPRTMENT.
FIRE DEPARTMENT NOTES.
1. FIRE SPRINKLERS REQUIRED:NOTED ON PAGE A-10F THE PLANS AN AUTOMATIC tiESIDENTIAI FIRE
SPRIMKLER SVSTEIA SHALL BE�NSTALLED IN ONE•AI�1WO�F'AMILY�WEILiNG$AS fOLIOWS:IN ALL NEW ONE•AND
TWQ.FAMILY DWELLRJGS AND IN EXISTING ONE-hND 1N'0-FAMILY DWELLINGS WHEN ADDfTIONS ARE MADE TW1T
INCREASE THE BUIIDING AREA TO MORE THp,N:.600 SQUARE FEET.EXCEPTION;A ONE-TIME ADDITION TO AN
EXI3TIN�BUILDMlG THAT DOES NOT T07AL NpRE THAN 1,000 SQUARE fEET OF BUILDING AREA.NOTE:THE OWNER(S).
OCCUPANT(S)AND ANY CONTRACTOR(S)OR SUBCONTRACTORfSy ARE RESPONSIBLE FOR CONSULTING WITF1 THE WATER PURVEYOR OF
RECARO IN OROER TO DETERA�INE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING VVATER SERVICE�S REQUIRED.NOTE:
COVERED PORCHES.PATpS.BALCONIES ArA ATTIC SPACES AMY REQUIRE FIRE SPRINKLER COVERAGE.A STATE OF CALIfORNW
LICENSED(C-18)FlRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS.CALCULATIONS.A COMPLETED PER►MT APPLICATION AND
APPROPRIATE FEES TO THIS DEPARTlAENT FOR REVIEW AND APPROVAL PR�OR TO BEGINNING 7NEIR WORK.CRC SEC.
913.2 AS ADOPTED AND AMENDED BY CUPMC
2. WATER SUPPLY REQUIREMENTS:POTABIE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION
CAUSED BY FlRE PROTECTION WATER SUPPLIES.IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND
SUBCANTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLVING THE SRE OF SUCH PROJECT.AND TO COIAPLV WITH THE
REflWREIAENTS OF THAT PURVEYOR.SUCH REpUIREMENTS SHALL BE MCORPORATED INTO THE DESIGN OF ANY WATER�BASED FIRE
PROTECTION SYSTEMS,AND/OR FIRE SUPPRESSbN WATER SUPPLY SYSTEMS OR STORAGE fANTAMERS THAT MAY BE PHYS1CALlY
CONNECIED IN ANY tAANNER TO AN APPLIANCE CAPABLE OF CAUSWG CONTAMINATION OF iHE POTABLE WATER SUPPLY
OF THE PURVEYOR OF RECORD.FINAL APPROVAL OF THE SYSTEM(S)UNDER CONSIDERATION Wl1 NOT BE GRANTED BY iHIS OFFICE
UNTIL CAMPLWNCE WITH THE REOUIREMENTS OF TFiE WATER PURVEYOR OF RECOR6 ARE DOCUMENTED BY TMAT
PURVEYOR AS HAVING BEEN MET BV THE APPIICANT�S).2010 CFC SEC.903,3.5 AND HEALTH AND SAFETY C06E 1317A.7
3. AODRESS IDENTIFICATIpN.NEW AND EXISTING BUILO�NGS SMALL HAVE APPROVED ADDRESS
NUMBERS,BUILAING NUMBERS OR APPROVED BUILDMG�DENTIFICATION PLACED M A POSRION THAT IS
PWNLY LEGIBIE AND VISIBLE FROM THE STREEt OR ROAD FRONTING THE PROPERIY.THESE NUMBERS SHALI CONTRAST
WITH THpR BACKGROUN�,ADDRESS NUMBERS SHALL BE ARABIC NUAABERS OR ALPHABETIG4L LETTERS.
NUMBERS SHALL BE A MIt�qMUM OF 4INCHES�7C1.6 MM1 FqGH WITH A MINIA4UM STROKE WIDTH OF OS INCH(12.7 MMI.WHEf�ACCESS tS
BY MEANS OF A PRIVATE ROAD AND 7HE BUILDING CANNOT BE VIEWEO FROM THE PUBLIC WAY,A MONUMENT,POLE OR OTMER
SIGN OR MEANS SHALI BE USEO TO IDENTIFY THE STRUCTURE.CfC SEC.505.�
4. CONSTRUCTION SITE FIRE SAFEIY:ALL CONSTRUCTION SITES IAUST COMPIY WtTN APPLICABLE
PROVISIONS OF THE CFC CNAPTER 33 AND OUR STANDAR�DETAII ANO SPECIF�G4TION SI-7.PRpVIDE
AVPROPRWTE NOTATIONS ON SUBSEQUENT PL4N SUBM�TiALS,AS APPROPRIATE TO TNE PROJECT,CFC CHP.33
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NEW RESIDENCE
CHEN C LIAO
10685 CULBERTSON DR,CUPERTINO,CA 95014
THIS PROJECT SHAIL COMPLY WITH
2013 CALIFORNIA BUtLDING CODE(C.B.C)
201J CALIFORNIA MECFWfJICAI CODE(C,M.C)
2C13 CALIFORNIA PLUMBING CADE(C.P.Cj
20�3 CALIFORNIA ELECTRICAL COOE(C.E.Cj
20t3 CALIFORNIA RESIDENTtAL CODE(C,R.C.j
2010 CALIFORNIA ENERGV CODE
2013 CALIfORNIA GREEN BUILDING CODE
CUPERTit�MUNICIPAL C06E
(Ej FENCE
PROPERTY UNE
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NOTES:
1. GROUND IMMEDIATELY ApJACENT TO THE FOUNDATION
SHALL BE SLOPE AWAY FROM THE BUILDiNG NOT LESS
THAN 5°G SLOPE AT A MM.DISTANCE OF 10 FT.
IMPERVIOUS SURfACES WITHM110 FT OF THE 9UILDING
FOUNDATION SHALL BE SLOPE�2°/a AWAY FROM THE
BUp.DING.DIRECT ONSITE DRNNAGE THROUGH
IANOSCAPED S6VALES TO THE PUBLIC RIOMT-0f-WAY.
CROSS�OT DRAINAC,E IS NOT PERHATTED.
2. ROW LqJES SHALL BE MIN.0.5'SIOPE QN Ca1CRE7E
ANp iW SIOPE ON LANDSCAPE.TERNYNA'E FLOW LINES
A MIN.OF 10fT.BEHIND THE BACK OF SIDEWALK FOR
WATER SURFACE FLOW TO STREET,
3. THE OPF�SRE IAAPROVEMENT PLAN$HALL SHOW All
PROPOSED WORK IN THE PUBLlC IiIGMT OF WAY,E.G.
SIDEWALKS,CUR@ AND GUTTER DRNEWAV APPROACH.
UTILfTY 80X RELOCATION.METER RELOCATION,Ul�Y
POLE WANING SIGNS,SMALL 80%,ETC.
4. SEWER CLEANOUT SHALL BE RELOCATEO AWAY FROM
POSSIBLE CONFLICTS WITH VEHICULAR TRAFFIC.
W �,E,,-4•
TREE
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�-1-vewr�tei cns ur�oR
PROYIDE{N)GAS LME
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CULBERTSaN DRIVE
LEGEND
�� FIRST FLOOR AREA
C�� SECONDfl00RARE4
� SWALE SLOPE
� DOWN SPOUT$wl�N)CONCRETE
SPLASH BIpCK LOCATION
StTE PLAN ' SCALE:ti8•.,--0•
PROJECT DATA
FULL FIRE SPRttJKLERED SVSTEM
ASSESOR5 PARCEL NUA48ER: 375-36-033
PROJECT ApORESS: 70685 CULBERTSON DR,
CUPERTINO,CA 95014
PROPERTY tTNNER: WILLIAId LIAO (408p64-3618
13276 PIERCE ROAD,
SARATOGA,CA 95070 .
PHOJECT CONTACT PERSON: TRI HONG.(4PB1829fi08J tdhdesig�Mtmaq,com
79034 BONNET WAY.SARA?OGA,CA.95070
PROJEC i SCOPE OF WORK: DEMOLITION El(ISTING SWGLE S70RY FIOUSE Of 1,263 S.F.
LNN1G A�360 S.F.CARPORT(UNDER SEPARATE PERMfi).
PftOPOSE�TO CON5TRUCTED A NEW TWO STOFIY HOME
WITH ATTACHED TWO CAR GARAGE.
exisnNC zoNi�c: R-�s
OCCUPANCY: R3-U
TYPE OF CONSTRUCTIQN: V$FULIY-SPRINKLERED
�fIST1NG USE: ONE STORY SINGLE FAMILY RESIDENCE
�{GE OF STRUCTURE: 47 YEAR6
PHOPOSED USE: iW0 STORY SINGLE FAMdY RESDENCE
aROSS/NET LOT SIZE: 5.355 SO.FT.(.123 ACRE)
GARAGE AREA: 416,78 SQ.fT.(SLAB ON GRADE)
FIRST FLOOR LNpJG AREA; 7,1642p SQ.FT.IRAISED FLOORI
TOTAI FIRST fL00R AREA; 1,580.98 SQ.Ff.
SECOND FLOOR LNING AREA: 825.39 SQ.fT.ISO.BBN>OF FIRST F�OOR AREA)
TOTAL FLOOR AREA: 2.4p6.37 SQ.FT.R.409.75 SQ.FT.AiFX.)
FLOOR AREA R4fl0=TOTAL FLOOR ARFA!NET LOT AREA
=2,408.3T Sp,FT.!5.355 SQ.FT.
�.4494=4�.94Wo<a5.009'.(iAAXJ
COVERED PATp AREA• 321.66 SQ.FT.(SLAB ON GRADE)
COVERED PORCH AREA• 183.83 SQ.FT.(SLA9 ON GRAOE�
GARAGE AREA= 416.78 S�.FT.(SLAB ON GRADE)
FIRST GiOpR LNNIG AREA� 1.164.20 SQ.FT,(RAISED FLOOR)
FIRST FLOOR BAY WINDOIN� 6 SQ.FT.
FlREPLACE AREA� t0 SQ.FT.(RAISED FLOORj
EAVES AREA:2i 7'x t'-2'= 253.7 i$Q.FT.
TOTAL COVERED AREA= 2.355.66 SQ.FT.(2.6T7.5 SQ.fT.MAXJ
LOTCOVERAGEAREA•TOTALCOVEREDAREAINETLOTAREA
=2,a55.66 SQ.FT,I 5,355 S�.FT.
•0.4399=43.99%<50.00'6 iMAX.t
CONSULTANTS LIST
TOH DESIGN-TRI HQNG WESLEY.It7 ENGINEERtNG
19034 BONNET WAV 72A8 SHARON DRNE q0
SkRA70GA CA 9507C SAN JOSE,CA 95129
408.829.6083 4pB.g73.t839
TDHDESIGN�MOTMAIL.COM WE6lEYUU�YAH00,CAM
ENERGY CONSULTANT CIVIL ENGINEER
CARSTAIRS ENERGY GALC. R44'ENGINEER[N(;.1\C.
904EVERTCOURT 505ALTAMONTDRNE
PASO ROBLES,CA 9'WdA ��pR�����
805.904.904A 40$-4^_Ofi283
TIA�AYCARSTAIRS�YAHOO.COM �N(i1NEERING�GMIA�.COM
GENERAL NOTES
1. ALL WRITTEN DMdENSIONS SHAIL OVER TAKE PRECEDENCE OVER SCALED 011AENSIONS.
2 ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTfNTiON OF TDH DESIGN PRIOR TO
COA�9r1ENCING.
9, YEHtFY LOCATION Of UTIUTIES AND EXISTING CONDRIONS AT SITE PRtOR TO
CONS7RUCTION 81DDING
4. CONTRACTOR ASSUNfS FUIL RESPONSIBILITY FOR METHOD AND AW�NA�R OF
CONSTRUCTION AND FOR ALL JOB SITE SAFETY OURlN�',CONSTRUCT�ON.
5. GROUN�IS TO SIOPE AWAY FROM FOUNDATION 596 FOR A DISTANCE Of 10 Ff AWAY
FROA9 iHE BUILDMG:IF 1C FT.CANNOT BE MEET PROVIDE SWAIES.7ROVIOE 2°h SLOPE
IF IMPERVIOUS SURfACE IS USED.SECTIQN R 4�1.9 OF 2010 CRC.
6. ALl WORK APPLIANCES AND EQUIPMENT SMALL CUAAP�Y WITM C.E.0?RLE 24
RESIDENTIAL ENERGY STANDARDS.
7. THE BUILDER SHALL PROVIDE THE BUILDINt3 OWNER,lAANA(3ER,AND THE ORIGINAL
OCCUPANTS A UST Of THE ENERGY•SAVING CONSERVATION FEATURES pEVECES,
MATERIALS,AND COMPONENTS INSTALLED IN THE BUILDING,AND IW3TRUCTIONS ON
MOW TO USE THEM EFfIC1ENTLY,SUCH FEATURES INCLUDE H�ATIN6,COOLING.WATER
HEATMG.AND IIGHTMG SYSTEMS.AS WELI AS INSUTATtON.WEATHER 6TIiWpp4G
WINDOW SHADES.AND THERMAL MASS MATERIALS,THE�NSTRUCTIONS SHALL BE
CONSISTENT WITH SPECIFICATIONS BUT FORTH BY TME EXECUTIVE DIRECTOR,
fl. OBTAIN A DEMOLtT10N PERMR AT THE CUPERTfNO BUIIDING DEPARTMENT,PROVIOE
AlL NECESSARY OOCUMENTS AS STATEO IN TNE OEMOLITION PERMIT PACKET NMICH IS
AVANABLE ON-LINE(AlSO KNOW AS TNE PROCEDURE CHECKIIST F4R DEMOLffiON
PERMITS)FOR EXAMPLE,PG&E SHUTOFF,J�Nl1MBER FOR A�ESTOS REIdOVE FROM
BAV AREA AIR OUALITY MANAGE►AENT,PEST CONTROL,ETC,
SHEET INDEX
ARCHITECTl1RAL
A-t TITLE SHEET,b SRE PLAN
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A-22 QEMOLRpN PL�N S SQ.FT.CALC.DL4GRAM
A-� FLOOR PLAN$
A4 ELEVATpNS
A�i ROOF PLAN,SECTICNS 8 DETAlLS
A�8 OETAILS
E•1 ELEC7RICAL PLANS
T24.1 TITLE 24
T242 TRIE 24
Gt GREEN BUILDpJO NpTE$,WATER USAGE 3 Ut�SCAPE WATER CHECKl15T
N1 CONSTRUCTION NOTES
N2 CfTY OF CUPERT�NO STANDARD NOTES
GO SURVEV PLAN
CBMP CONSTRUCTION BES7 MANAGEMENT PRAGTICES
STRUCTURAI
S-0 STRIKTUR.4Lt�TES
&t FOUNOATION PLAN
&2 fOUNDATIpN QETAKS
&3 SECON�FRAMING PLAN
S�4 UPPER FLOOR CEILING FRAMING PLAN
S� ROOF FRAM�NG PLAN
S� STRUCTUR.4LDETAIL9
5•7 STRUCTUR.4L OETAll3
5�8 S?RUCTUR.4L DETAILS
VICINITY MAP
'aH�.iWI:Y . .., , . .
0685 Culbertson D+
. SITE
., ,, , . �
. NORTN
DRAWN
lAC HUA
CHECKEO
TRI HONG
DATE
MARCH 2O16
SCALE
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i
I
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(E)FENCE
`O •� ♦ . � �� • . •
= a �
�°� �
w�i . . � .� � .
Q�p rn -0 P. �
w€�'� 4 (Nj TREES WITH 3G REE
���'� FROM ALL SECOND WIDOWS WfTH A SILL
w �.a HEIGHT BELOW 5FT PER SECTION 19.28.0708.
��,�y�,� 75-GALION MIN.AND 6 FT MIN.PLqNTED HEIGHT
z
�Za�
W�'�^Q 3 (N)GRAVELS�
��� �GRAVEL(c�REAR YARD
?j m� r SHALL BE COMPACTED
a=o AND NOT IRRIGATED
LL��
� � �
(Ej FENCE (���
ALL WMDOW SILLS ARE MORE THAN FIVE
FEET ABOVE THE FINISHED SECOND
fL00R.FROM PER SECTION 1Q.28.0700.
1 B"
ADJACENT
House
�
� 9
E
•
(Nj TREES WITH 30 DEGREE FROM ALL
secoNO wroaws�nni,a sK�r��aHr
BELOW SFf PER SECTION 19.28.0708. � �
1SGAlLON MIN.AND 6 FT A�IN.PLANTED
HEIGHT. c
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ee�sr_E� c�R. ,r-i
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e� .n .8�'-.
SCREEN � �
HEDGE " �� fi • -
,� l�j�y 4a�e�rz.
, ;i116xi,�.�
- _ - T E
SCREEN ��"�"srucco wau
HEDGE O�
EXISTING SIDEWALK
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N� House
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CLR.
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TREE
- - - - -"�j TREE PROTEC7qN DURMG CONSTRUCTION.
I PROTECTED TREES DESIGNATED FCR PRESERVATION SHALL 9E PRCTECTED WRMG DEVEIOPMENT OF A
I PROPERTY BY COMPUANCE WfTH TNE FOILOWING WHICH MA�BE MODIFlED BY THE PLANNRJG DIRECTOR:
A.PROTECTNE FENCING SHALL BE INSTALLED NO CLOSER TO THE?RUNK THAN TME�PoPLINE,AND FAR
ENOUGH FROM THE TRUNK'0 PROTECT THE INTEGRfTY OF THE TREE THE FENCE SW41L BE A MNNAVM Of
I FOUR FEET IN HEIGHT AND SHALI BE SET SECURELV IN PUCE.THE FENCE SHALL BE OF A STUR�Y BUT
OPEN MATERIAL(I.E..CHARJLINK),TO ALLOW VISIBIRV TO THE TRUNK FOR INSPEC?KKJS AND SAFETY.
- , ��[1 THERE SHALI BE NO STORAGE OF ANY KIND WITHN THE PROTEC7TJE FENGNG.
� , , . . _..,. .....�„.....,..�� ,.":.7!��............�,.,�,,,.s�,,,,,,,,>,:-.� B. THE EXISTING GRADE LEVEL AROVND A TREE SHALL NORAb1LLY BE NWNTARJEA OUT TO THE�RIPLNE
� OF THE TREE.ALTERNATE GRADE LEVELS MA`!BE APPROVED BY THE PLANNWG DIRECTOR.
- � � C.DRAN WELLS SW1L1 BE MSTALLEO WHENEVER IMPERVpUS SIAtFACES WLL BE%ACED OVER THE
,-... . .. _. . ���,,tl l:�..w�y� R00T SYSTEAI OF A TREE(THE ROpT SYSTEM GENERALLY EXTENDS'0 iNE OU7ERMOSi EDGES OF THE
. .��r..� � BR4NCHES).
- /'� � �� D.TREES THAT Ii�VE 9EEN DAAIAGEG BY CONSTRUCTpN SHAIL BE REPAIREO IN ACCORDANCE WfTH
f'1 �j ACCEPTED ARBORICUL?URE METH06S.
i/ ,.�✓.._.._.._�,�,......_.,
E. NO SIGNS,WIRES.OR FNV OTHER OBJECT SHAIL BE ATTACHED TO TME TREE.
�. PLEASE SEE AUGRION ADDfT'IONAL TREE PR0IECTION 11.08 OF MUNICIPAI CODE IF NEC.
._. .._....,.__.�, ,.,.......�.. , _...,.....,.......,,. TREE lEG9J0
NEW PI,ANT SIZE QUANTIT'
I 1. HE�IERCALIiS VAR'S!OAYULLY 5 GAL
2. ITALIAN CYPRESS 5 GAL
I 3. CUPRES3VSSENPERV6tEN6-ITALIAHCYPRES5 15GAL
4. ANEMONE%HYBRIDA I JAPANESE ANEAAONE t GAL
I 5. MUHLENBERBIACAPIllAR1S1PINI(MUNIY 1GAl
6. 24'80%E.BIRCH iREE
� EX4STING%ANT SIZE QUANTIT'
�il I •7. NONE
IJ�TE$
T THICK LAYERS OF BARK MULCH WILL BE PIALE iN ALL SHRUB 6 GROUND COVER AREAS.
� • LAWN TO BE DWARF TALL FESCUE!NX$OD.
� • WATER CONSERVING AUTOA4ATIC IRRIGATiON SYSTEIA FOR ALL PLATING ARFAS.
Pv�NTWG NOTES
I 6. THE PLANTING IS DIAGRAAAMATIC ONLV.THE E%ACT LOCATION OF PLAM MATcRl4L SNAU 8E
DETERMNJED IN THE FIELO.
9, THE CONTRACTOR SNALL VERIfY 7FiAT TNE SOIL TO 8E PIANTED 19 NATNE,AND Ft3EE FROM ANY
' FOREIGN MATERIALS OR SU85TANCES.
' 10. TIIL ALL NEW PLANT�NG AREAS TO A DEPTH OF 8"AND REMOVE ALL WEEDS,STICKS,STONES OVER g
� DIA4�TER,iJ+D AIJY OTHER MA'EFIAL'NHICH V:OUI.D BE 4ARh1FUL TO%.AN?GROWiH.
I 1 i. !LLl NEW PLAN7ING AREAS SHAII RECENE A 2"LAYER OF NITRO(3EN FORTIFIEO W000 RESIDUAL TILL
iN TO A DEPTH OF 6"0.ND FlNE GRAOE.
12 ALL PUNT MATERIAL SHALL RECEfVE'AGRIFORIA"fERTI!]ZER TA8LET5 AT TME T1ME OF PLANTWG.
INSERTED IN THE BACKFILL MIX AT HALF TNE DEPTH OF TF�ROOT9ALL TABLET QUANTITIES AND SIZE
� AS MOICATED ON THE PLANTIN�DETAILS.
I 13. AFTER FME ORAQNG,AND PLANTING,(PRIOR TO TOP�2ESSING WI'N MUICH}A PRE�EMEROENT
HERSICI�E SNALL BE APPLIED AT A RATE AND METFiO�RECOMUENDEG BY iHE PR06UCT
AMNUFACTURER SPREAD AS A TOP DRESSWG,A T IAYER OF NITROOEN FORTiFlED BARK(URGE1,IN
I ALL PUNTING AREAS FOR ADDITIONAL WEED CANTROL ANO WATER RETENTION,SUBAifT A SAMPLE
FOR APPROVAL.
14. ALL PU1NT MATFRIn1$UBSTRUTIpNS SMAL1 BE ADPROYE�8Y TME 04dNER$OR THE LANDSCAPE
� ARCMRECT.
15. ALL RANTING DETA0.S$NALI BE CLOSEIV FOILOWED,AN�ALL LOCAL QOVERNING CODES SHALI BE
I MET.
I 78. ALL UWN TO BE SOD'O011BLE DWARF CHA�iP10N"BY 1HE GRASS FAItM IN NIORGAN HILL.
17. LAWN HEADERS SNALL 8E 7'TFNCK PLASTIC CAMP.STAKE AND SPUCE TO ACHIEVE SAIOOTH ARCS.
18. ALL PIAM MATERIALS SHALL 8E IN A HfALiHY.VIGOROUS.AND OISEASE FREE CONDITION,THE PLAN
SIZE SPECIFIED.PIANTS NOT MEE'ING THESE REQUIREMHVTS N1LL BE REFUSED,EVEN IF MNTEO,
�
ll SECTiON �„�Q1j AREA 19. BOUL�ERS SHAIL 8E SE?N7iN}OF THE BGULDER BURIED.
A FRONT YARD 212 SQ.FT. �
B fRONT Yr1R(i J2 SO.FT. ���N��$•
� C FRONT VARU 95 SQ.PT I 1. METfi00 OF IRRIGATION SYSTEM AND'HE CONTROLS SHALL CCMPLES WI1H SECTION 3,3C1.1 OF 2010
NEW DRIVEWAY o FROMTYNtD 67S�.FT. GREENBt11L�INGCOQE.
(NjSTAMPED CONCRETE O , E LEFT SIDE YARD 51 SO.FT.
f REAR YARD 255 SQ.FT. 2. IRRKATION$Y6TEM SHALL BE WEATHEF BASED CANTROLS WITH MIN SeN90RS.
�• t Q REAR YARD 88 SQ.FT.
� .� $� H REAR YARD 69 SaFT. ' 3. DRIP MET4i00 SHALL BE USEO AT ALl PIANTERS 8 TREES.
��c. '^� TOTAL lANDSCAPE AREA: 850 Sp.FT.(2500 S�.fT."MX.1 4. ROTOR�P UP ShULI.8E USE�AT FRONT UWN.
1 FRONT YARD 212 SQ.FT. ' S. REMOTE CONTROI VALVES SHALL BE INSiAILED FLUSH WfTH FINISH GRADE ANO SM6ULG BE
18 INSTALLED IN PLANTING AREAS DNLY.
TOTAL IANOSCAPE AREA=712 2 fRONT VARD 32 Sa.Fi.
SQ.FT.<�jpp$Q,FT.MqX. TOTAL TURF AREMAWN AREA: 2d4 Sp.PT,(1,250 SQ.fT.MAXI 8. WMERE PiPE PASSES UNDER ORMNG SURFACES.PROVIDE PVC SLEEVES AS NOTED ON P�ANS.
$5 SQ.F7.1 1.3t4 SQ.FT.•0.7541=19.41%<y$?�AMX,
(lANDSCAPE PROJECT SUBMfTTAL) 7. CONTRACTOR TO CONFIRM THE IOCAt10N OF AlL EXISTING UTft111ES AND UNDERGROUND
- � - - - - - - - - - - STRUCTURES PRIOR TO EXCAVATION TRENCHES.CONTRACTpR TO REPAIR ANY DAMAGES CAUSEO BY,
NOTE:NO MORE THAN 504'a OF THE NpTE;THE PROPERTY OWNER SHML RECGRD A COVENANT CN THIS OR�URINC THE FERFORMANCE 6F HIS WORK AT NO EXTRA CAST TO TNE flWNER.
FRONT YAR�SfTBACK AAFNAGE pqppERiy 70 MJPORM FlITURE PROFERtY OWNERS OF THE ��:
SURFACE RUN OFFS.ENSURE THAT pRNqCy PRpTECiK1N NiEASURES AND TREE PROTEC190N
NO MORE THAN 50°,G OF THE FRONT qEpUIREMENTS CONSISSENT WfiFi THE Po pRDMtANCE,FCR A�l 1. WENTIfV THE SPECIES OF PRNACY PLANTWG.If TREE MINIMUM HEIGHT OF 8FT MUS?BE PROUIDED AT
WNDOWS WITH VIEWS INTO NEIGHBORMG YARDS AND A SLL TIME OF PlNNi1NG.IF SHRUB,MINIMUM HEIGHT OF BFT SHqLL BE REOUIRED AT TpAE OF PLANTWG.
COVERED WITH A COMBINATION OF NEIGHT 7HAT IS 5fT OR tESS FROM THE SF�OND STORY CUPRESSUS SEAAPERVN2ENS 6FT WNINUM HEIGM(RALNN CVPRESS).
IMPERVIOUS OR SEMFPERVIOUS FMISHED fLOCR.T1iE FRECISE IANGUAGE WILL BE Si/BJECT TG
2 PRIVACY PLANTMG•THE FMAL PRNACY-DIANTING PLAN SNAI.I BE REVIEWED ANO APPROVEO BY THE
APPROVAI BY 7HE DIRECTOR OF COMIAUNITY DEVELOPMEhT. ' '
' PROOFOFTNERECOMA4ENDATpNMUSTBfSUBA1iTfEDTOTHE PLANMNG DR/ISION PR10R TO ISSUANCE OF BUILOING PERMITS.TIE VARIETY,SIZE,PLANTING
OEVELOPMENT DEPARTMENT PRIOR TO FiNAt OCCUPldrCY OF THE DISTANCE SHALL BE CANSISTENT YIITH iHE GT1"S REOUIREMENTS.
RESIOENCE. 3. PRNACY PROTECTION COVENANT:THE PROPERtt OWNER SHAII RECatD A CAVENANT ON THIS
PRGPERTV TO MFORM FUTI�tE PROPERN OWNERS OF THE PRNACY PROTECTtON MEASURES ANQ
���B E RT S O N D R 1 V E TREE PROTECTKKJ REOUIREMENTS CONSISTENT WITH THE R•1 ORDMMNCE,FOR ALL WMDOWS WITH
LEGEND VIEWS INTO NEIGHBORING YARDS{ND A 50.l HEIGHT THAT IS SFT OR LESS FROM TNE SECAND 3TORY
FMISNED FLOOR.THE PRECISE UNGUAOE WILL BE SUBJECT TO APPROVAI BV THE DIRECTOR�F
��i�rG G.1�G.1 COMMUWTY OEVE�GPMENT.PROOF OF THE RECORDATtON A1UST BE SUBMRiED TO THE COMkUNITY
LANdSCAPE AREA DEVELOPMENT OEPARTMENT PRIOR TO flNAI OCCUPANCY OF THE RESIOENCE.
�� IURFMWN AREA 6REEN BUtDNN3 UST:
PLANTING PLAN ��E;t18.z��,�. t. FRONTENTRANCEHASVIEIMSFROMTHEINSIDETOOUTSIDECALLERS
2. FRONT ENTRANCE CAN BE SEEN FqOM 7HE STREET ANDlOR FROM OTHER FRONT DOORS
10709 10685 10673
NE�GHBORING ELEVATION SCALE:1/8•=����
7. HOME INCLUDES AT LEAST A HALF•BATH ON THE GROUND FLOOR WITH BLOCKING fOR GRAB BARS
4. PR67ECT E%ISTING TOPSOIL FROM EROSION ANO REUSE AFTER CONSTRUCTION
5. DNERT CGNSTRUCTION AND DEMOlfT10N WASSE
8. 4101STURE SOURCE VERIFICATIpN AN�CCRRECTION
7. CONTROL GROUNO MOISTURE WITH VAPOA BARRIER
8. DESK3N AND BU0.0 STRUCTURAL PEST CONTROLS
9. RESOURCE•EFfldENTLANDSCPPES
10. IAMM19A1.NRF AREAS
11, H16Fi-EFFlCIENCV IRRIGATI6N SYSTEMS INSTALLEO
t2. COMP0.4T AND RECYCLE GARDEN TRIMMIfJGS ON SfiE
13. REDUCE POLLUTION ENTERING THE HOAAE FROIA THE GARAGE
14, NIGF1 EFFICIENCY M1AC FIL7ER(MERV 6�)
15. NO FIREPLOCE OR SEALEU GAS FIREFlACES WITH EFFICIENCY RATkJG s5G°'ro USMG CSA STANDARDS
18. EFFECTNE EXNAUST SYSTEMS NJSTALLED IN BATHROOb1S ANO KRCHENS
t1. CARBON MONOXIDE AURM(S)HJSTALLED
i8. ErffRVWAYS DESIGNED TO REOUCE TRAr,�p 1N CANTnMINANTS
19. ENERGV'STAR DISHWASHER(AAUST MEET CURRENT SPEGFICATpNS}(MUTUALLY E%QUSNE WITH J3)
2G. ENERGY STAR CLO'R1ES WASHING MACHkiE WfTH WATER FACTOR OF 6 OR LESS.MEETS CEE TIER 2
REQIMREMENTS(410QIFIEL'ENERGV FACTOR 2.0,WATER FACTpp 6,0�
11. ENERGY STAR REFRIGERATOR MSTALLED.ENERGY STAR OUALIFIED 6<25 LLLFT.CAPACRY(MUNALLY
EXCLUSIVE WITH J3)
22. BUILT�INRECVCLINGCENTER
23. LOW-MERCURY LAMPS(LINEAR AND COAIPACT FLOURESCENiI
�
DRAWN
LOC HUA
CHECKED
TRIHONG
DATE
MARCH 2O15
SCALE
AS SHOWN
JOB
0215
SHEET
A-2.1
SECOND FLOOR
FLOOR AREA CALCULATIQN DlAGRAM SCALE:1l8"=,���
��l/���c��\_�,'�, 7YPICAL 1Rff P�ROlE�CT'LON F9JGII�16
TYPIGAL BARK MIOTECTION Harroacxe '
r»r ro ec.0
I.Prior m�y mntnretion opaetiooa conhacta ehaU cweW ct and maintatn,far each prdecMA hee at a conravaian skq a protective feud�
which meircler the arta limka of tfie etitieal root zone(Cft��of the tra to paMea it fran conetruetion actiYity.The CRZ ic celculated(25 fed
dmm the diamaeet of tha ttunk meawed in irxliee 4.1 feet above the naNral grade}
1 Ail poBCCtiw frndng�IrH be in plece priar to�omnmcdncat oPany eiro wak end ranain in piaoe mtil�il exterior emeerudioo adivity at d�e
tile hae ban compimed.
3.Rotatirc Cmciag�hali be�t last ax(6)&et high.cJeuly vis�bk,�nd sh�ll M1ave t tree W'aiectian rign aflixed m the fmoe�veY��Y C�N
w �N
(ept ip yuch�manncr to be eiarly vuibk and legihk m wmkers on the eite at a dGtencc af twrnty-Hvc(15)ttd The sign(a)slull reed'Trcc
PmOodion Z,arc Kap oar".
4.The owau eball ause il�e nWind Eeocln8 ud sigus�e to be inetelled md maitMa'uwd tor tiie duratioa of the ometmction.
S.In aipmUoos wi�ere a pnNao6e[i tra ranairo in the imnudiele u-ea of infended oomtruatioo and the 4�ee nuy be ia d�nga'of bdn8 dumaged bY
ematnwtion eqvipewnt or dhn aaivitY,lhe eanuactar or s�xoLfiscta ehaU pmmex ihe heo with 2^x4"Iu�Y�b't a�Cirokd wit1�wiro or otlmr
mew that do nat donaQe Ihe Vee.'ILe In�en�is to p�etea t!m enudc of tlie vee aQeiaet incida�!al conlact by lerye oonetrucNw equipmeut.
6.Melaial S6orage:No rimago ot placxmori of matcrWe intended tor use fn cmrtruotion or waeto meterielR eocumulatcd dus Oo ucevnticx�a
dmaftlon sMll be pixcd wkhin the 1tmiG of tbe critlacl root�nnc of e�pcefccf�hx.
7.Equipment qeaniy/I.iquld Dlq�o�nl:No equipmrnt shill be ctenned or olha liqpidi,iecludinQ,withant limftetim,pein4 dl,oohKnb,�ephak.
cance+cw,morur or�6a0er mesaiaFa depoeixd or el�ourod ro flow inm the critical root amx of e protacled trea
8.7'roe Abmchmm4:No�ipu,wira or oDia dfacM:�rnte,otha Nan t6we of e ptoteedve aet.+re,shstl ba ert�dlod W eny(xdooted u'ee.
9.Vehtcolv TrdTfe:No vdtieeLr aedlor om�etraeiion equipmoM vaffic m rarlcing thell take plaoe witl�in the eritic�l raat zooe of any proteekd
tna oTha thm oo exiating epeot pvemwt
10.No dcsry equfpiim4'.neluding but pM limked to ttucte,heceora,trailae,balldoaen,accav�taa,6kid xleel'ftOCtta�hfx�Che[R,oolnpfl6tOrs,
m
end hobm,ehell 6e albwed'eylde the drip�fina otany�antacted tree on any oonsuoation siu.
1 I.Gmde Cl,rqa:No pnde clwige�shell 6e albwed evhhhi tha limils oPtho aiNcal root mneof any protectad lme unh�a adeqaa�e proteaive
000sbvdiai mr�od�ue aQptoved in advana in wtidng by fhe oty.
12 lmpavioua Pnvin6:No paving wi�h osphaly coucrMe or othx imperviau mataWb shalt'x plscat w•ithin the limita oF tAe criGcal nwt xone of
�proteoled troq wdm aotiY��Y P�ittai by tlx pubtic worb Aept
l3.RaN Ptvu��Ati toM9 two iuchea a Icgm iu d',amettQ whicA an ezpcwed as e rcwft of vrnchinp or oilier accavafim a1m0 be cut n}f equere
Sm
with a ahan�modi�m bolh nw a�covacd wilh oatu�el tibtt biaiap wiUdn Mro houn of inhisl etpcwuro.
t 4.All public eidewalks�6aU remain oWi,fiee md cker fnr PuWw oocar,unl�s cdaorc u mm�itteA by Ilia Pablio Worka Departman.
�����
REVISED 5/13
CITY OF CUPE1tTIN0 �ApPROVED BY: ----_DA'CE:�f r 9�'3 I 6-4
STANDARD DE'I'AIIS Gity ar
F.A.R.AND BUILDING COVERAGE CALCULATION
1. 20'-8"X 14'-0"=289.33
2, 3'-0"X 8'-0"=24
3. 10'-4"X 27'-4'=282.44
4. 16'-4"X 15'-4'=250.44
5. 6'-8"X 3'-8"=24.44
6. 9'-0"X 8'-4"=75
7. 14'-4"X 11'-8"=167.22
8. 14'-S"X 3'-6"=51.33 FIRST FLOOR LIVING
9. 10'-8"X 6'-8"=71.11
10. 21'-0"X 15'-4"=322
11, 16'-4"X 7'-4"=119.78
12. 12'-4"X 15'$"=191.17
13. 8'-8"X 14'-0"=121.33 SECOND FLOOR LIVING
14. 20'-8"X 6'-0"m 124
15. 16'-4"X 14'-4"=234.11
16. 4'-0"X 14'-8"=58.67 GARAGE
17. 10'-0"X 5'-0"=50
1 B. 8'$"X 6'-0"a 51
19. 11'-10"X 7'-0"=82.83 COVERED PORCN
20. 4'-0"X 1'-0"=4
21. 6'-0"X 15'_2"=91
22. 26'-0"X 8'-0"=208
23. 5'-d"X 3'-6"=18.66 COVERED PATIO
---------------------
1,164.20
825.39
416.78
183.83
321.66
1,989.58 TOTAL LIVINC
2,406.37 TOTAL FLOOI
ADJACENT
HousE
� �..�c�/� -�c
1��'�_�����.`F!��......�..r.
,�/�-/S
Nz°sra�"E 51.00�
aw
��
wa
--------•--------�--------------------------
LA�YN
�_=_==___�___-�,
EMII I�
II I�
II I�
11 I
II I�
II I�
11 I�
I{ I
u ii
n i�
il I�
li EXI$TING HOUSE �i
i i�
��_ ��]GM
�) REMOVE(E) (
I� 931.5CS�.FT.HOUSE ��
I I �
II li
n ii
ii ii
u i
ii �i s�sco
^ II I�
i � L-------------JI
� � �-----�---------�
r �
r ��
ii�� ����
� \.
REMOVE(Ei �
302.77 SQ.FT.GARAGE
IN
SCREEN HEOGE „
��
�
SCREEN HEDGE
EXISTING`'
DETACHED
�ar�►�e
�� �� � �
�
��� /��/ \� (E13r1'
�� / � TREE ,
\�,% �
\
\
\ ■ I
� �
\ \
\ \
\ \ �
\
_�\ 1
REMOVE{E) \ \
DRNEWAY \ t
�
� ,
N2°22'4PE 51.60' � -
\ �
\ �
W�1 l '
EXISTING SIDEWALK
(E)COPi'�.ROLLED CURB
SS SS SS
CULBERTS�JN DRIVE
ADJACENT
�ouse
.SS
DEMOLITION PLAN SCALE:118'=1'�'
SCOPE OF WORIU LEGEND
D9AOLITION OF EXISTING BUILDING 1�UNOER A SEPARATE PERMIT.PLEASE SEE SHEET
A-1 GENERAL NOTE N 9. � D(ISTWG TO BE REMAINEO
�___^� El(IST6JG TO BE REA�OVED
O
�
I
�
DEMOLITION
PLAN 8�
FLOOR AREA
CALC.
DIAGRAM
�
�
�
U
Q ?
W � ��
Z J a$
O I 1 (=j�
V
� �r
w � p�
¢ #
� Z
w W ��
Z = �a
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m
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W O
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0 mU
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ll �
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�
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W
Z
Z
0
m
C
M
O
Q�
r
.
DRAN/N
LOC HUA
CHECKED
TRI HONG
DATE
MARCH 2U15
SCA4E
AS SMGWN
JOB
0215
SHEE�`
A-2.2
A-5 A-5
�„�r'J"'�-)(5�.,��,.�.��,��.�..�,� .�......,.. A B ae�
.., A-5 A-5 �e�-o� ,a��e• 6�.0�
_���5 _(�� 26.-0,.
�......._ ..�ti.r....�_.�,...�
_ _...�. .,., ._ I r•a• ���^ r-0• r-a• ��,�� r�• ��.�•
� �
�5 ,ti��._._�_...�.�...�.. .
r.2• ' �a�-r N s�L• 4
, __., . � r _ _ --
COVERE �ATIO
�........,.._...:�...-.,..,�-.....«_..,....K....� ..,«...a...,_�. I eALCONY I A DOOR A4AY OPEN A A UNOING
TkES 1.PROVIDE<2'HICH W.I.PROTECTIVE GUAR�FOR
3'�"HIGH WALL THAT IS NOT MORE THqN 7�'LOWER
3'�6"HIGH Vd4lL DECKS.PORCHES.BALCONIeS AND RAISED FLOORS. m THAN THE fL00R L�EL If THE
� y�'.p• 5-0"HIGH WALL !MpRE THAN 3C"�+BOVE GRADE OR FLOOR LEVEL'�.
9 I DOOR DOES NOT SW G OVER TNE
g�B•', tp�.q^ � '� 2.GUARDS CANNOT HAVE OPENINCS TNHT ALLOW LANDING.(CRC R J11.3.18 R311.3.2
��' �ASSAGE OF A SPHERE bINCHES ttJ DIv,METER; r�' 11'-4" 5'�" �'-10" 7•10' �
4'$" � 6'•� �� OPENINGS MUST BE LESS THpN 41NCHES. 6p80 SL.^vLS.
4050 SL� 6068 5L.GLS. ��' '
IEMP. � DR.TEMP, -RES.PROV�E TkEDEK 8Y'WRADEM- � �R.TEA1P. 408C SL.
UNDER•TILE WATERPROOFING MEMBRANE.SEE
� 4 SEAT DETAIL 1.2 3.4 N SHEET A�. SECOND fL00R LWE
A DOOR MAY OPEN AT A IANDNJG THAT IS NOT �q � ��
! 5'.0" 9`dl' I
� � MORE THAN 7�"LpWER THAN THE DOOR'S � C I%E tp
F�RST FLOOR LWE I�6� I �� THRESHOLD IF TNE DOOR JOES NOT SWING FOfiO SL. � MP�
OVER THE Ut�V(NAIG.(CRC R 311,3.1&R311,�21 IfAMILY § �
� RiSE OF STE�'S(y1AX.7.75'! (N1209 AMPS Q:.HT.10'L" `�
TILES , 3E"NL LOW WALL ' EIEC.METER� Y � I NARDWpOD
ti
9 M•BA' M.SEDRM� I
W�. CL.HT.9'�' �. ��, "CL
� � I HARDWOOD � � � �AS TANKLESS � BEDRM.4 �
�' � � � W.H.BY'RHEEM ��'�'�p-0� 8E SMOOTH,HT`4D NONABSORBENT �
$ � I g � HAROW000 ( � SURFACE OVER MOISTER RESISTANI
a 4 m� � MODEL x RTG65
" �°v� �c> � OR EQUAL PROVI $ w' ��// UkDER-L4YMENT TO A HEIGHT OF 72 h
���� $r � � ��� r$ � ABOVE DRAIN IjJLET. �. �
b11N.3t4(3AS LINE �
� � � WATER-RESIS1l4NT GYPSUM BACKIM�
LL T �
�!i � BATN S BCARD t�pT BE USED OVER A VAPOR;
'' ~' � I� R� �? � �J���,I LESa• CONI ARTb1EN�S.CRCRR307g.2�TUB pR�TEMP.
R`� v' � I SHOWER GLASS TO BE TEMPERE�.
SHO d SH0�4'�R WA LS.h'' E �' '.Cl. �`
SMOOTH,HARD NONABSORBEN7' `�'� §a � 5 " b �R' K �
SURFACE OVER MOISTER RESt�7ANT � �� - ' .y� �� ' �
UNDER•LAYMENT TO A HEIGHT QF 72"- '" � � C HT,10'-0' � �'
- A-8" 2 7 1 ' -0' 6-4" � i�MP. HARDWOOD - - �
ABOVE DRAAI WLET.WATER�iESiSTANT I � "
BATHTUB�COMP RTMEN S'.CRC R307E2D. � `QIB ATTIC ACC o REf. �- b ^
OVER A VAPOR REfARDER IN SHON�ER OR ' �� 8 .33 EA �" �' r�, �'� ' �
SHOWER GLASS TO BE TEA�ERED. �� ,�ROVIDE WEAT R• b 2040 ATTIC ACCES& g v,�' � �� I D1W C
4 STRIP OR SEAL, DR.wl 20 MIN.DOOR wf :q �� � -
/ 0 0
� OPEN �L RREVENt DRA $, , SELF�CIOSER.PROVI�E � 4'-8" 5" 7-0" 5'-0"CLR. �
WEATHERSTRIP OR SEAL PROVIDE t HR FIRE RATE WALL w! p • C
Tp TO PREVENT DRAFTS. 18 IS S 7.3" :+'-0"CLR. ;Z q
_°p gE�p y� 51B"TYPE'X'GYP,BD,UNOER StAIR, y b,
" y�. A.0 . 3�.Q' � . . G
b �� i; . ° ;:, I
g ` i � QS' �{" � SH04VER d TUBISHOWER WALLS SHALL �C' ,
• _ _ LR. CL i- . UNDER•U+YMENT TO A HEI�GH NOF TZ' �" t7S��u . I ' HARDW NEN 2,-6• 2��`
?.1 �
W C�. � �6� t6 SURFACfi OVER MOISTER RESISTANT a �
10'-0" �S b
��UR AC ABOVE DRAIN MJLET.WATERatES19TANT � $ a S �� •• J�,
5G68 81-PASS DR. w ff v
2 7'-Y ' 3'' � 26fB �- p � GYPSUM BACKUJG BOARD NOT BE USED �c � �$'x24'MIN,I,:NDER-, MODEL p RT^v-950R E�UAL
3p ti �(, 6ATN Z OVER A UA?OR RETAR6ER NJ SHOWER OR m � I � f LOOR ACCESS H 4 GAS LINE
C.H.9'-0' � BATHTUB COMPART?AENTS.CRC R367.2. �''piNlNfi R 4 �
SHOWER'GLASS TO BE TEMPERE�, � ��,�{r.�p•.�• i pAN.
'JENTILATION FOR MEC' ICAE- � �
u'S VEN7E0 TOT E OUTSID�ND - � M 3�'�' � HARYYOOD I � � '
- ? ' � h�j .. ..����
� �' con+w v win+cu�C.soa...�.2 ^� soso s�. � I i� ,�g o e-
� � '
t�, � 'BEDRM.ES C�' . � CL.HT.10'�" �; SQ. �.
� 5,-0• 4,-0�
HAR�+ OD - ?4 7-0" 7'.8"- _ _ _ t3'-0' � I 20'-0"MIN.CL.
5088 BFPASS DR.
, � CL.HT.it'�" 4'-0" � 6'�' � � PROVI�E 20 MIN.Ia4TED
FLAT CEVTER � NOTE:PRdV E FIRE STOP OR 13/4"'HICK wl.
� � ERNICAL�4ONG iHELS SELF�IOSING DOOR.
�; ,� 4 (84TH M0,IZONTAL 8 WALLfw 2�LAYE SE�TE
2¢ .,B'HEAT&�LO'GAS FIREPLACE
MODEL BOOC CU(SERIES 0 ,�. LENGTH OF nNY Fr21MED 'OF''a�8"
I BEDRN Et�,UL LISTEC;ANS�Z21,88�-t008 aP TYPE'X'GYP.B�,t0
�' ��,�. 2430 3�.q• a.HT.VA�tIES ,� � O A dW00D FIA.T�CENTER ^ W��OVE 10 fT.HEIGHT. UNDERSIDE OF R/�FTER. o
�, '3 b �' Cl.HT.VARIES Cl.HT,17-8•
.. SECOND FLOO�t LI� I Ul OESK3N U301 �
LL C S A I N T. HARDWOOD � � BNTAY °� N O T E; �
� t.GA GE TO BE S�OPE TO pRA1N OR MAIN 4EHICAL ENTRY �
?A4C ATTIC ACCESS i � HAR T OOD � �LL DOOR�PER SECTION R309.10F 2CtO CRC w� R
DR.w!20�N.600R wl ESl CL.HT.10'W" � � 2.THE GARR�E OR.,ARPORT SNALL BE SEPARATED fR0A1 All
� SEIf�CLO ER.PROVIDE RAT�CENTER
LL � � o� $�
WEATHERSTRIP OR SEAL �i t`d S'i HAB�T B�OONIS ABOVE WITH NO IESS THAN TYPE X r7'i a
C TO PREVE T DRAFTS. i � � � .�HT.a&& 3t18I1FAIR�' a ( �
�4 i GYPS M BOARD,OR EQUNPIENT 2010 CRC TABLE R302.B;i
� '� � - 6016 ARCH�; - - �"ALL TiIRAt ELEMHiFS SUPP6RTINGiHE - -
A-5 � � � � � f100 CEILING ASSEMBUE9 USED fOR SEPARATION SHALI
TRNSM, +' p �,,YPSUM 80ARD PROTECtION.(2010 CRC TABL'e R302.Bj
FIRST FLOOR UNE I ! ' HAVE � ___ _
- - �,�.' 5040 O 5�d. ��-0. SEAT '4 A DOOR MAY 0°EN AT L4NDING SECOND FLOOR UNE q
CSMJT.
�� TNAT IS NO?MORE THAN 7�"LOWER 2 CAR dARAOE �
10'-4' 10'-8" 8'-8". T}iAN THE FLOOR LEV L IF TME I CL.H7,9'-0'
� CSMNT., tq DOOR DOES NO"SWI�OVE�THE
21'-0' m �y LANDING.fCRC R 311.3.1&R311.31 1N
20'�4 I 2C�8' �,�MET
; 1__ .. � - PO CH ,
IFlRST FLOOR LINE `.4 CL.H�f.11'-0" 1fi080 SECT.GAR.DR.
w/2030 TRNSk1.
I �'�•�,,�. �o'�" � �'�' r' i,,�.
4
. �i' _ . . . ... . �4
GROSSMET LOT gI1F: 5,355Sa.FT.L��ACRE) 11'.10' 1 " 19'4'
GARAGE AREA: !'.8.78 SQ.FT.�SLAB ON GRFDE)
FIRS'FLOOR LNNG AREA: 1.16420 SO.FT.iRA1SED FLOClRi
TOTAL RRST FLOOR AREA: 1.580.98 S�.FT.
SECOND FLOOR LfYING ARFA: 825.38 SO.FT.(50.8896 OF FIRST FLOOR AREA)
TOTAL Fi00R AREA: 2 406.37 Sa.�.{2 409.75 SO.=T.NAX.)
FLOOR AREA RATIQ=TOTAL fL00R hREA/NET LOT AREA
A A =2,406.37 SQ.Fr,r 5.355 S�.FT.
A-5 A•5 w.aasa=aa.sa�;<as.or,�;�Max.�
COVERED PATIO AREA= 321.88 SO.FT.(StAB ON GRADE}
COVERED PORCH NREA= 783.83 SQ.F?.f,SLAB ON GRADE)
GARAGE AREA= 416.78 SQ.FT,(SlAB ON G£tADE}
FIftS"Fl00RLNNGAREA= 1,164.2DSQ.FT.!RAISEDFLOOR)
FIRST FLOOR BAY'�/DOW= 6 SO.FT,
FIREPtACE AREA= 10 SO.FT.fRAISED FLOOR)
EAVES AREA;217'x 1',2"= 253.17$Q.FT.
TOTAL COVERED AREA= 2.355.66 SQ.FT.(2 877.5 SO.FT,MAX,j
SECOND FLOOR PLAN LOTCOVERAGEAREA=TOiALCOVEREDAREA�NETLOTAREA
SCALE:1!4'=1'-0' =2,355.66 SQ.FT.i 5,355 S�.FT.
=0.4999=43.9996<SG.00%(bW)(.)
41'-0"
LEGEND
A � ESCAPE WINDOW OR DOOR IS PROVIOED AT
A•5 A-S O`O�OM MEETING ALL OF THE
i.20-Md hMN,CLEAR WIDTH
2.24-IN MIN.CLEAR HEIGHT
3.5.7$Q.FT.1.41N.OPENABiE AREA
4.5 SQ.FT MNJ OPEN AREA FOR
GRADEftAOR OPENMIGS.
5.OPENING IS TO BE MEASJRED 441NCHES
A.BOVE FINISHED FLOOR.
CBC 1026.2&1026.3
FlRST FLOOR PLAN 5�„�;,,,..,��.
,
�
DRAN'N
LOC HUA
CHECKED
TRI HOMG
DATE
MARCH 2O15
SCALE
AS SHOWN
J09
0215
SHEET
A-3
E:>
�� �
7
������-
�i��a�
.,����,;,:�q��:�,
- --:,.-•;rza;-�x,-r-- --—
CI.ASS'A'EA3LE ROpFlNG.LOUBtE FAGLE BEL NR ���1_,.LL,���i.,�� L . � . ..
FLATSL1007�.CONCFE7EREOREWA�.PFGDVC� � !'�r��! ,'�' !-.���-���� r��j���' . . .
MJAIBER:�.'_ICCESIESR-19^'?.MSTRlL4TIC4GEF . . . . . � � . . . .
NANUFFCTURcRECOAMEN�A'/JNS.VFPoFYIYif��, � .- .
b�NEA 7t OE3GNER F�R CC!Ji GF RGOF T0.E.SEE
wiwr ewc�EaooFnac.ccu c.:�rs�aroo nas��s�
CA0.CYOo�&:tirzy _ _ _ ____'_ ___ _'__'_ —
� �
T � _
i
_ _ v y _.
sri�ctc
AE_ESS
\ ° 4 _
T � o-
<<. ; ,
�c., � � .r. -
�NI'�h'EYT.CE1nENT':.�JCCo
V;M1fl'_l'nTH 0'�cR<-,=vEP.S
�...� r.R:C i"�'ni'rER.
£ 1 r,
�`- R�Ht�I�L�ELEVATION S�A�:�,+6.,,,-0.
__ �.
' , � �'°�-"�=:% ..��.' .
.�-!� - % >i ..�
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2>'-!'.'41J�%.FROIA F.��.
�.4SS A EA3lE p�?OflNG,�OUBI"t EhGLE BELAIfl
F'�HT SNOOTM GO4CIYETE'ILE�R E�U0.L.PNOOU:'
NUAIBER.46l1.ICG G.S t ESR-WLC h;`7AltATqN PEP
b cNUFACNNE REC'YdNE1JCATNN,:./EiNFY JIITM
:+4ER GR DFSIONER POR CGLOR bF RCOP 70.E.SEE
rrN.FAOlERC0iIN3.0061 CAPISTR,;n01UE3:a PSF
,,caro�e�e^_--- -°-
�
ccr,
RF FS':
�
,:
_ . - -- - -- _ _ .. _ --t- -+- --- -�- , ..� � ._i _ _ F,F�.�.
PF�=vIDE!F�GGR V'J.7� PR�YIDE:�1"R JENTS P"�NIDE 1�UOP.k:�75 iN) CEMEFP:�JCCG
ONi41$31G.OFWP'.._ :.nTNISSk:�..,F�VnLL �J.TH�$lOEOfN"LL O+A L..,�,:�J...Z��IERS
Gfit��.-G?/.�£R,
LEFT SIDE ELEVATION SCALE:�116"•P-0•
� u�u+o
M[MBRANE.
t>
Z
�
15T I.AYER .
�
I 2ND LAYER �� \
S'►iF:fl'ME�RAriE
SkA�LL 9E
H17UtNENE�Y
YY. ft, Ci2AC�
�����t
0�V
SEAL Ai.L t71(aE$
r-�""'`� ri1T►•I LiQU14
11AEM9HANf
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i� �s' �:� - o
• �
f SrirATlilNG M1N. 51J+^��ACE dt �'`' __.. --rQR FURTHER !NFC_�.
/ StlBS]R�TZ �I._Q�'r:: "-1 S/e _. r�F{,r, *�,,cr� �h,r, �
E;*''ERtOR F;NISM- SEE pLAntS 5E£Af,,:;c ,-nR SEE 74 5EE %
� /« E
l
CULTUREC STGNE
nnoRraR�ou,T
MOR7AL SE??!NG orn '.
SCRP?CHCOAT
PAPER BACKEC LH`N{�1�EA?HEn ��.
RESISTANT BARRIERj '�
2x S�.-'�..D WAIi.
FlBERGLASS INSUL1710N M'HE?E
OCCURS)
INTERIOR FINISH PER SCHE�ULE
1. CULTURED STONE DETAIL
�
�
� �
�
�
1.5" 7" 1,5"'
_ 10' _.___7y�.__
2.CORBEL
_]�t'_
i
��
i
f
$�
3. EAVE TRIM
UNDERFLOQR`JENTS CALCULATION:
PROPOSEO GAHAGE AREA=��E.78 SQ=T
TOTAL VENT AREA:41E.78 SG.IN.fMIN REi]l9REDl
TOTAL VENTAR�A PROVIDE:
6-5'X 14'VENTS(AAIN RE'�UIRED!
TOrAL=6 VENTS PROYtOED
Pr^,OPOSEO LIVING AREA=',.t 642C SQ.FT.
TOiAL YENT AR_A:1,16420 SQ.IN.(MIN RE�UIREDI
TOTAL VENT AR=A PROVIDE:
1'-5'X 14"VENTS(MIN REQJIREDI
TOTAL=17 VEN'S PROVIDEC
. FOUNATION VENTS:5"%14'Wi 1!4";.S.WIRE MESH
VENTS 90TT00.�UF AL_VENTS MAX.12"ABOVE EXiERICR
ADI.,RA�;E:.SEE EXTE4?IOR ELEVATIDNSFORLOCA710N
G�"M PAN q.,
�'�'HING._ i'
�` X��
� �..'U�CO SNOWN FC�INTEN'J �#REC'1t,*t r:. S;tF'���E dc ��"��� /'
�:
,-.-..._..._...._.-SidEi T�dilitE%+f.R;_ ;•�..�iii A rE 5L�Ji'E /�... r• c
�' `1 LAP WA+1 r£L?C/ T � - .sriEET 1u�,'!�tBRANE , y''�
, • .�: .,. . - / E�xr�.`•�,�.�?i!t;i.F. \��`' '�
5'NEE, �ta:MSR�xt� ,, , _
_ �,,,.aG ,, / � Q4tG haEJN@4�th .—�, 4� ,..:OtJi�IrV�hAB1tANE • i
� �l. . SMFET ME�BRANE ,:T. w7. cc�r� aa �--:��-- ,..�_,.�..�--r�. �� �-`---_us� . � �na�s�a4 e�:��a. �, !>OMET'tf
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r T#i1CK5E7 Tii� Fl f$}#!JG�.t'!!i .••--,• -- CsS1d FLAS}HlJCi SE.°fH �
, _.___ .,i , . _ _
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" ,i�� �r, •, '.�'� _ -�_ - ` �t � �:
_- y .{ ,IF �7U..00 REiNF�rRCEMENT� �����- f ,� � :J��r,_... � .�.�-� a G51�rt.ASHiNG'.1NDER S�t.L.
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/
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° _ M�R ' EET AtF"h+�RAl�tE UP
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..•-- ,;. `� ,�- fABRtC:SLlP S�?F_€? �� � � ;� :... a.� � ��
�. � �', DRAINAGE LOM��SITE , �_ 'I I/ � � - 3k' �'� '�
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i I � �� �SMEET NE:M$RAN�" ', � : •r p � ���� �; c' ~'! �/ '-�-- --�'� CSM FAN�LA$k^f�i.('.�JVEli 3
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' `�` � kAL i - � z 'LANS F'�R TYPE .- �--.---_
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- =i;_�ER -- - - TILE SHAU.BE �. � �j� �� TEht S _._ . .--
_.- - _� __,_..__._: 5UP RESISTAIJ' I , � } � AS CRE£L+ _ -° .."
�QlltD►�Ea��nt�Flt.tErs rrn. 1; - _. .:_ .�- � Ji ; : i ; j, '' :, � 2�_�*
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A� 929.05 SQ.FT, 6.19 SQ.FT. 45 8LK'G m 6.63 SQ.fT. -
C 86.89 SQ.FT. 0.56 S(l.FT. 4 BLK'G=0.59 SQ.FT. -
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i . � TOTAL VENT PROVIDE FDR A:2.21 SC.FT.+1.5 SQ.FT,�2.0 SQ.FT.=5.71 SQ.FT,s>5.22 SQ.fT.(MIN.REOUIRF�)
9EE STRUC7URALORAWtl1GS F�R TOTAL VENT PROVIDE FOR B:6.63 Sf2.FT.��6.19 S�.FT.(FAN.REflUIRED)
�.�, p.g ADDITtOW�1lNfpitMy�TpNFOR TOTALVENTPROV�DEFORC:0.59Sa.FT.a>0.58SQ.FT.(MIN.REWIRED
F��ort canu�uc c wu�Twa 3
S ECTI O N C TOTAL VENT PROVIDE FOR U 0.2P SQ.FT.•�0.21 SQFT.(MIN.REQUIRED)
SCALE:3i 18"s��-0^ TOTAL VENT PROVIDE FpR E:3.09 SQ.FT.■>2.95 SQ.fT.(MIN.RECIUIRED)
PROVIDE EYEBROW VENT OR RIDGE VENT�F NEG TO NIEET VENT l�N.REQU�REMENT.
USE DOWELL•FAST �4 STUD FRAMED WALL LOW WALL --'
PROCEDURE ON SMOOTH SURFACE CALCULAEION DrDETAILSTRUCT'L
CONNECT�ON OF NEINEL HAN�RAII�38"A.F.F.
PCST TO FLOORMIG(1J30761 (N)NANDRAIL w! 2
SA�OOTH SURFAGE w/ ALLpW}'DRYWAU TO D�
1"MAPLE OR EQUAL NO SHARp CORN'cRS
i'IAAPIE OR EQUAL VERIFY A(iAMST�"PLYWD.BACKINO DO RA�LING
BLOCKING VERIFY w+OWNER T P OF
fOR CC:OR w�OWNER FOR COLOR y �'FROM TOP OF BUIL�OSE TRIM.
MAPLE STRINGER �$ � MOULDINC,'PAINTEDj
E�GE WRAPPE�NJ CARPET
1'MAPLE OR EQUAL VERIFY "- STARTING EA6�NG
wf OWNER fOR COLOR 'u�i 1'x i j"BULL NOSE MOUNDING
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SERIES SLOPED PROVIOE 2x BLOCKING I.ENpTH OF TRIM•NOLP�'DOWN
CARRIAGE JOIST HANGER �CONNECTION FROM TOP OF BULL NOSE TFIM DOWN TO
3-2x12 3TRINGERS
3-2�t2 STRINGERS lAG SCREW 2vt2 STRINGER w/2z4 BLKG FL00R
NOTCH STRWGERS(,D PIATE ACAINST 2x4 WALL
5.CLOSED RISER�WALL I4. BOTTOM OF STAIR 13.TOP OF STAIR
3'�6„TYP �
2x4 STUD WALL
2. NANDRAIL CON. DETAIL �.gTAIR DETAIL TYP.
•ROOf SLOPE!S TO BE 6:12.
• •ARROVYS INDICATE�IRECTION OF ROOF SLOPE
a•�T� •NEW F:OOR CEILING HEIGHT IS TO BE 9'-0".9�i'.16'-0",11'-0'612'�6".SEE FLOOR PLAN.
• � • •OYERHANCS ARE TO BE 18'AT EAVES 12'AT RAKES.
•PRWIOE EAVE VENiS FOR ATTIC VENTILATION PER U.B.C.TYP.
•INSTALL G.I.MATERIAL ROOF JACKS FOR PLUTABING VENTS,ETC.AS REQUNtED
•pJSTALL 5'.26 GAUGE FASCIA f,UTTER w!0010.'NSPOUTS AS REOUIRED(MATCH FJ(ISTINGj.
PROVIOE CONCRETE SPLASH BLOCKS AT DOWNSPOUT LOCAT{ONS FOR ORAINAOE AWAY FROM
STRUGTURE-TYPICAL
•PROVIDE 26 GA.GALV.FLASHING AT ROOF TQ WALL CONNECTIONS.
ROOfING:CV+SS'A'EAGLE ROOFING,OOUBLE EAGIE BEL AIR fLAT SMDOTH CONCRETE TILE OR
EQUAL.PRODUCT NUMBER;4687.ICC�S A ESR-1500.iNSTALLATipN PER AtANUFACTURE
RECOMA�ENOATIONS.VERIFY W1TM OYVNER OR�ESIGNER FOR COLOR OF ROOF TILE.SEE
WdJW.EAGlER00FING.COM CAPISTRANO T�ES:6 PSF.CRRC#0918-0028
SUN TUNNEL:10'8V'VELUX'.ICBO R NCTL 210276-123
�AIR NOTES:
1. STA�t Wkl BE PREFABRICATE BY OTHER.
� 2. INSTALLATION PER MANUFACTURE RECOMMEI�ATIONS.
� 3. VERIFY AlL OIMENSION FT FIELD BEFORE FABRICATE OR
(NSTAUATION.
��� 4, VERifY CCLOR WITH OYfNER AND DESIGNER.
���� 5. MANUFACTURE PROVIDE ALL CALCUiATION AND SHOP DRAWING
c� TO STRUCTURE ENGWEER AND DESIGNER FOR APPROVAL
� �-SPFtERE 4"CANNOT PkSS�
THROUGH q�ONG WALKING
SURfACE CRC R312.3
SPHERE 8"CANNOT
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TRI HONG
DATE
MARCH 2O16
SCALE
AS SHOWN
JOB
0215
SHEET
A-5
SITE BENCHMARK: $
SEf I�WI.
ELEYA710N=100.00'ASSUYED
BASIS OF BEARINGS:
THE BF1+RM1G N2'22'41'E OF CENfERLMIE OF CUIBERTSON DRNE
ltS SHONM ON TRACT 1MP N0.1287 FlLED IN BOOK 46 OF
W�PS AT PAGE 47 SANTA CIARA COUNiY RECORDS.
REFERENCES:
Rt TR�1CT 1287(48 MAPS 41)
NOTES:
1. THIS ELECTRONIC FllE IS SOLELY FdR THE USE OF THE ARCH(iECT FOR THE DEVELOPIAENf QF HIS/Hf3i
ARCHITECTUW�L DRAWINGS TO OBTNN BUILDING PERMRS.
2. THIS MAP SFW1 NOT BE USED TO STAKE OUT t:ONSTRUCTION IMPROVE6IENTS IN THE FlELD.
3. THE DELNERY OF THIS MAP IN MI ELECTRONIC FlLE DOES NOT CONSIITUTE TF�DELNERY Of MY
PROFESSIONAL WORK PRODUCT. THE SIGNED PAPER PRlM IS PROVIDED TO THE CUENT AS AN
IIJ,STRUMENf OF SERVICE. IN EVENT TF1E ELECiRONIC FILE IS ALTERED.THE SNQ PAPER PRINT MUST�
REFERREQ TO FOR THE ORIGINAL pND CORRECT SURVEY IIFORFMTqN.R1M ENGINEERING.INC.SHALL NOT
BE RESPONSIBLE FOR ANT MODIFICATIONS MADE.BY OTHERS�TO THE ELECIRONIC FlLE,OR ANY
PROOUCn o�r�ou n�E�craoNic fl�.
4. THIS IAAP REPttESEHiS TOPOCRAPHY OF THE SURFAiCE fEATURES ONLY AT TNE TIME TME SURVEY MIORK
WAS COMPLEiED.
5. BOUNONtY UNES DEUNEATED ON T1115 YM ARE BASED ON THE SURbfYOR'S OPb�NON UTItJZMIG FOUNO
PHISICAL EVIDFIdCE MD RECORD�+1iA.
6. UNLESS SPECIFIED ON TFNS AIAP,LOC11110N5 OF THE UNDERGROUND AND OVERHEAD UiILITiES ARE
NEITHER M(TE'NDED NOR IMPLIED. fOR THE LOCATIONS OF UNDERGROUND UTII.ITIES Gll"USA"
(1-804-642-2440).
7. ALL D15TANCES/WD DIAIENSK)NS ARE IN FEEf AND OECIMAIS.
8. BUILDING f00TPRINTS ARE SF10WN AT GROIRJD LEYEL
9. fIN15H FLOOR ELEVATION TAKEN AT DOOR THRESHOID(EXIERIOR).
10. A TlfLE REPORT FOR THE SUBJECT PROPERiY HAS NOT BEE�I EXAMII�D BY RW EN6INEERING,INC..
OTHER EASEMENTS OF RECORD MhY EXIST THAT ARE NOT SF10WN ON THIS MPP.
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RW ENGINEERING.INC.
CNIL EWGINEERS•IAND SURVEYORS
505 ALTAMONT DRNE
MILPRAS,G 95035
(P) (�OS)262-1849
(FA%)(408)824-5556
rwengineeringOgmaii.com
TOPOGRAPHIC MAP
�AtJl1�Y 36.20,5
CONSISTING OF ONE SHEET
� SRE: 10685 CUIBERTSON DRNE
CUPERTINO,CA
APN: 375-36-013
PARCEL: LOT 97 TW1CT 1287
AREA: 5,355 S.F.3
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ABBREVIATION
w ,e�n ow�
A.E, ANCHOR EASEIAEM
AC ASPHAt7 CONCRETE
�tl BRICK
C/G CURB dc GUTfER
C CONCRETE
DI DRAIN INIEf
fF FlNISH F100R GRME
fl ROWLINE
cN c�s r�r�
LG UP OF GUTTER
116 MNL BOX
P.U.E. PUBLIC UTIUTY fASE1AENf
P.S.E. PUBUC SERVICE EASEIAENf
SOk�I STORM DRAIN MANIOIE
SSCO SANITARY SEWER CLEANOUT
SSIAH SAN{7ARY SEWER MIANHOLE
s/w sioEwnuc
TC TOP OF CURB
TRC TDP OF ROLLED CURB
M.C.E. WIRE CLEARANCE EASEMENT
WM WATER MEfER
LEGEND
-- �u�
— �
SS MUiI`LI�–TYPE AS HOIFD
�--0 STAEET liGHf
❑PGdcE UfIIRY BODf–T�PE AS NOIED
❑WM/GM W11ER/OlS AEIER
D4 VYV Mi11ER VN.VE
� fXll�CATCH BASN
+O-t FNtE HYDR1Nf
Q MH WW�iOLE–IYPE AS IJD1ID
O CO SM/fNN SEYVER CtEMlOUf
PPO—OH POWF�POIE W/UIE7�}fat?MARE
Q �
—200 CONfOUR U�E
Q MON �
�,�z• 1F€E–TRUPAC DWAElFR IN MJqi6
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