R-2012-18b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE•CUPERTINO, CA 95014-3255
C U P E RT I N 0 (408) 777-3308 • FAX(408)777-3333• planning�cupertino.org
January 24, 2014
IBC Engineering
Attn: Indy Chadha
140 Cottonwood Ln
Danville, Ca. 94506
SUBJECT: TWO STORY PERMIT AND MINOR RESIDENTIAL PERMIT ACTION LETTER—
Applications R-2012-18 and RM-2012-12
T'his letter confirms the decision of the Director of Community Development, given on January 24, 2014;
approving a Two-Story Permit (R-2012-18) for a 379 square foot first floor and a 814 square foot second
floor addition and a Minor Residential Permit (RM-2012-12) to allow a side and rear facing second story
balcony on the new addition, located at 22772 Alcalde Road, with the following conditions:
1. APPROVED PROJECT
This approval is based on a plan set entitled, "Proposed Addition/Remodelling at Mr. & Mrs.
Dhamdhere Residence, 22772 Alcalde Road, Cupertino, Ca" consisting of seventeen sheets labeled "1
to 14 and a project description sheet", dated "Received January 8, 2014", except as may be amended
by conditions in this resolution.
2. NONCONFORMING BUILDING WALL LINES
Note that there are legal nonconforming walls located along the northerly, westerly, and southerly
property lines and are subject to the City's Nonconforming Use and Nonconforming Facilities
Ordinance (Chapter 19.140). Further changes to any nonconforming walls must be reviewed by
Planning prior to approval.
3. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the building plans.
4. ACCURACY OF THE PROJECT 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.
5. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM
The project shall comply with the requirements indicated on the Public Works Confirmation form
dated 07/16/2012, 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
Two-Story Permit&Minor Residential Permit Action Letter Page 2
R-2012-18&RM-2012-12
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 shall be completed to the satisfaction
of the Director of Public Works prior to final occupancy.
6. 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.
7. PRIVACY PROTECTION COVENANT
The property owner shall recard 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. T'he 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.
8. 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.
9. 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.
10. 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.
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
Two-Story Permit&Minor Residential Permit Action Letter Page 3
R-2012-18&RM-2012-12
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 January 24, 2015.
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). 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,
%� �='
/ C l''���'--��
.._e°�
�a��°
Simon Vuong, AICP
Associate Planner
408-777-1356
simonv@cupertino.org
Enclosures:
Approved Plan Set
CC: Neel Dhamdhere,840 S Saratoga Ave,San Jose,Ca 95129
■ ■ ■
GENERAL NOTES: ro O Se I 'O n e m O e � n
1. ALL WORK SHALL CONFORM TO THE CONTRACT OOCUMENTS WHICH INCLUDES THE DRAWINGS, ALL
ADDENDUMS AND/ OR MODIFICATIONS ISSUED BY THE ENGINEER OR OWNER.
2. THE GENERAL CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSION AND FIELD r■ rs ■ a m e re ED
CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ��
ETC SHALL BE IMMEDIATELY REPORTED TO TH N IN R F P I RE
E E G EE OR CLARIFICATION R OR TO THE
PERFORMANCE OF ANY WORK IN QUESTION. �
3. PRE-CONSTRUCTION MEETING: PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL MEET AT THE es� e n ce JAN 0 g 2014
PROJECT SITE WITH THE OWNER AND ENGINEER IN ORDER TO REVIEW THE SCOPE OF WORK.
4. COORDINATION OF WORK: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL TRADES AND ALL 2 2��2 AI ca I d e Roa d �
WORK INCLUDING, BUT NOT LIMITED T0: ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND
ELECTRICAL. IN CASE OF CONFLICT BETVYEEN THE DRAWINGS AND FIELD CONDITIONS, THE ENGINEER �, W
SHALL BE NOTIFIED FOR CLARIFICATION. Cu perti no, C�.1 �Y
5. COMMENCEMENT OF WORK SHALL BE DEEMED AS THE G.C.'S ACKNOWLEDGEMENT OF ALL WORK NEEDED
TO COMPLETE PROJECT IN CONFORMANCE WITH CONTRACT. IT IS THE RESPONSIBILITY OF THE G.C. TO
COORDINATE ORDERS, SUBMITTALS AND IMPLEMENTATION OF LONG LEAD TIME ITEMS. SUBSTITUTiONS
WILL NOT BE CONSIDERED RESULTING FROM THE G.C.'S UNTIMELY ORDERING OF PRODUCTS AND OR
MATERIALS.
6. PERMITS: THE CONTRACTOR SHALL APPLY FOR, AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS h 3 �`�>"'��°{''. �1 �`k -k`.�.a--�I
REQUIRED BY ALL APPLICABLE REGULATORY AGENCIES GOVERNING THIS WORK. THE G.C. SHALL ��p �j'"'���"�`"�` �,..�u_.��. -�E �«►-�
ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A CERTIFICATE OF OCCUPANCY. €� f� r y a;�
7. BUILDING OWNER REGULATIONS: ����� �"'�`"°��i"������ � '��"'"^����'�"'�"''
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(A) THE CONTR,4CTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING OWNER d ��" ,L�
REGARDING SITE ACCESS, DELIVERIES, HANDIING OF MATERIALS, DEBRIS ETC. �'�,�j`���,����� �������E ����.,w,,�,.
(B) SCHEDULE CONSTRUCTION ACTIVITIES TO AVOID INTERFERENCE WITH NORMAL BUILDING OPERATION & � ,�,.--" �
OTHER RESIDENTS IN THE AREA. °'`` ^
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(C) REVIEW PROPOSED WORK SCHEDULE WITH OWNER BEFORE STARTING WORK. ,�_�,„t,�,;�. ___:._�_ �-��
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8. WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. °°•---°°-��-�--�-°-����-°-�-•----� -��--�---��----��--
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9. DO NOT SCAL RAWIN . WRITT N IM N � 4 ���n
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E D GS E D E SIONS GOVERN PARTITION LOCATIONS, DIMENSIONS AND F '"..'... '-�Y���':;:,^>�:�� �:
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CONFUCT, NOTIFY ENGINEER FOR WRITfEN C'.ARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. � ` ��� - � -� ��-���� ��-
10. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY. WHAT IS SHOWN OR REFERRED T0, AT A GIVEN r I` �a
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LOCATION, SHALL BE PROVIDED AS THOUGH SHOWN ON ALL (U.O.N.). �, b
11. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCREfE, TO CENTERLINES OF COLUMNS AND �a �A"�'�''
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OTHER GRID POINTS & TO CENTERLINES OF DOORS AND OTHER SCHEDULED OPENINGS UNLESS �� . ' �. � .� �'�`" *='�^`i�'"'^"�'�'"`.��""t�;,-"'�sw.'";`'#:i�='�:::•��` -- � �--�--\ �"�"`°1""1F1p1 - g I �
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OTHERWISE NOTED. ALL DIMENSIONS ARE TO BE EXACT WITHIN FULL WIDTH OF WALLS. CONTRACTOR . : , �_:;�,��.�,.�,.,:...,:t;,�.,:�,.;;:M,.�..;L. -::�.-;, v••- - -�. � .:�.,�::.:..„„�,.,.;,.�+"• .. ..;�. . "�°;.'""°±�.:w:; .,�„•:.,;::,;.,,.,�.,.�;; .; �•
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LL 0 DJUS DIMENSIONS MARKED CLEAR OR CLR. , ,:��-:r:..,:r�:`:..;:���:.�.�:•.��-;:;��'. :. .. ........... :.»:.,�_,>:.,;;aw��..�.�.. °:�}»�.:-- �.,;�;k:=<,,.::�K�,.r... -�.....
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12. THE GC. IS RESPONSIBLE FOR ALL CONCRETE FLOORS TO BE LEVEL AND FREE FROM SCALING. G.C. - �:�
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TO REPORT ANY VARIATIONS IN FLOOR LEVEL GREATER THAN �" IN 1'-0" (NON-CUMULATIVE) TO / J � � � EfEY q�p�py�y y�p�ry + I
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13. OFFSET STUDS WH R R IR T A I N FINI H M � ����� � � � `t '''.. =��;Y''
E E EQU ED 0 LG S ATERIALS. ° :.�,., .:. x.:;.::�::.:.�.. .:,„.s: � x�, t€' - .s. r :£.
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14. "TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS ���� Q�0 Q ��
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THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED uTYP" ONLY ONCE, 4 ��
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WHEN THEY FIRST OCCUR. � �:u°"' ro��+ A�
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15. "ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE.
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16. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR ffEM NOTED. VERIFY DIMENSIONS AND
ORIENTATION ON PLAN AND ELEVATION AND OR DEfAIL.
17. COORDINATE ACCESS PANEL, CLEAN OUT, AND THE LIKE LOCATIONS (FOR CONCEALED ITEMS) WITH
APPROPRIATE CONTRACTOR.
18. SUBSTITUTIONS, REVISIONS. OR CHANGES MUST BE SUBMITTED TO ENGINEER FOR REVIEW (IN
CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR TO PURCHASE, FABRICATIONS OR INSTALLATION.
19. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE
SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE
ORDERLY SEQUENCE OF INSTALLATION.
DRAWING INDEX: PROJECT DATA: VICINITY MAP:
20. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED,
ERECTED, CLEANED AND CONDITIONED PER MFR.'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN PRWECT NAME: !)NAMDHERE RESIOENCE SETBACKS�
1 COVER SHEET; VICINIlY MAP PROJECT DESCRIPTION: �ONSTRUCT 2-CAR GARAGE, REMODEL EXIST.
THE MANUFACTURER'S INSTRUCTIONS AND CONTRACT DOCUMENTS, THE G.C. SHALL NOTIFY THE Z SITE SURVEY 2ESIDENCE AS INDICATED ON PtANS AND
ENGINEER BEFORE PROCEEDING. 3 SITE PLAN ODD SECOND FLOOR MASTER SUITE ALONG w FIRST STORY: �
REQUIRED PROPOSED
4 ARCHITECTURAL SPECIFICATIONS SITfING AREA. FRONT (N) YARD SETBACK 2o FEET ta.25 FEEr
21. RECORD DRAWINGS: DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATION OF ITEMS AND OR PROJECT LOCATION: 22772 ALCALDE AVE.
� 5 EXISTING FLOOR PLAN RIGHT (E) SIDE SETBACK 5 FEET 12.08 FEET
DEVIATIONS FROM THE DRAWINGS SHALL BE INDICATED IN THE RECORD DRAWINGS KEPT AT THE 5A DEMOLITION PLAN •�UPERTINO, CA
NPE OF CONSTRUCTION:.B LEF7 W SIDE SETBACK 12 FEET 5 FEET S 4
CONSTRUCTION SITE AND SUBMIT TO OWNER UPON COMPLETION OF WORK. 6 EXISTING ELEVATIONS ZONING: 2-10 RE,aR (s) YARD SETBACK 20 FEE7 4.74 FEET• �
7 PROPOSED FIRST FLOOR PIAN uPn Y• � �
22. PROPOSED BUILDING SHALL COMPLY WITH RESIDENTIAL BURGLARY SECURITY REQUIREMENTS PER CITY 8 PROPOSED SECOND FLOOR PLAN ^ROS AREA: 7843 S0. FT. SECOND STORY: $
OF SARATOGA REQUIREMENTS. 8A FLOOR AREA CALCULATIONS PIAN I V � oR u): vt� REQUIRED PROPOSED H
�S . � FRONT (N) YARD SETBACK 25 FEET 25 FEET S �
9 PROPOSED ELEVATIONS FLOOR AREA/ LOT CO F'AG CALCULATIO : RIGHT (E) SIDE SETBACK 13 FEET 49.33 FEEi g "'
APPLICABLE CODES: �O PROPOSED ELEVATIONS LEFT W SIDE SET'BACK 12 FEET 24.58 FEET w
11 ROOF PLAN �� PROPOSED A�IILQ� REAR S YARD SETBACK 25 FEEf 25 FEET �
1Z ARCHITECTURAL DETAILS FIRST FLOOR (w/GARAGE) 2334 SF 2713 SF 379 SF �
13 SECTION ELEVATION SECOND FLOOR _ 0 SF 8ta SF eta SF j FOOTHILi e�w.
1. 2010 CALIFORNIA BUILDING CODE ; 14 FIRST FLOOR ELECTRICAL PLAN TOTAL FLOOR AREA 2334 SF 3527 SF 1193 SF �6.�N�Al,2--�r L7lIGRivr� „��.,.,�.,,..__ ...___
2. 2010 CA�IFORNIA MECHANICAL CODE 15 SECOND FLOOR ELECTRICAL PLAN F.A.R. 29.76% 44.97X LINEAR FEET OF EXTERIOR WALLS: 211 LF Q
3. 2010 CALIFORNIA PLUMBING CODE 14 TENTATIVE LANDSCAPING PLAN 2nd FLOOR/ 1st FLOOR RATfO 30.01% LINEAR FEET OF EXTERIOR WALLS TO BE �
1. HOUSE FOOTPRINT 2334 SF 2713 SF 378 SF DEMOLISHED: 0 LF
4. 2010 CAUFORNIA ELECTRIC CODE 2. CONCRETE PA?10/WALK 25 SF 25 SF PERCENTAGE OF EXTERIOR WALLS TO BE �
5. 2010 CAUFORNIA FIRE CODE 3. COVERED DECK 0 SF 763 SF 763 SF DEMOLISHED: 09,� �,
6. 2008 ENERGY EFFICIENCY STANDARDS 4. LOT COVERAGE 2359 SF 3501 SF 1147 SF � � �,�p.'�
7.ALL OTHER APPLICABLE STATE AND LOCAL CODES AND 5. EAVE FOOTPRINT (INC'_UUING " eg��'
ORDINANCES. BUILD!NG r00TPRINT 3861 SF
PERCENTAGE COVERAGE ;iTF.M 4 30.087 44.64% �
PERCENTAGE COV 'IT M 5 49•z3'
AEA= ?•; .�
EXISTING FLOOR AREA TO EiE REMODELED = 2334 SF
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GENERAL NOTES:
THESE NOTES ARE TO PRCMDE CENERAL INFORMATION ONLY.FOR CONVENIENCE NID TO
FACNTATE 7HE LEffING OF COMTW`CfS AND SUB-CONTRACfS.THE NOTFS ARE SFP/�RATED
IN10 11T1.ED SECTIONS•SUCH SEPARATIONS SIIAIl N0T OPERATE TO MAKE 1HE ARCHfTECT/
ENCINEER AN I�RRrtER TO ESTABl15H L1IAITS BETM�EEN THE COHTRACTOR M!D SUB-
CONTH/�CTORS.
pW1�5I0f�� TTILE
NUMBER
1. GENERAL REQIAREA1ENiS
2. SrtEM'ORK
3. CONCREfE
4. MEULS.STRUCTURAL AND MISCELLANEOUS
5. Cl�RPENNTRP
6. AIOISRIRE PROTEC110N
7, pOpRS,WINDOMfS AND GUSS
& FIN�SH6
9. SPECWfTES
10. EWIP►1ENT
11. IAECFIAN�CIQ.
12. ELECTRIGL
11. F6tE RA7ED CONSIF2UCTION
DIVISION 1 -GENERAL REQUIREMENT
SECTION 1-A ARCHITECT'S/ENCINEER'S SU1US
THE WICFiTECT/ENC�NEER DOES NOT CAURMITEE 1HE CONIRACTOR'S PERFORMMlCE,AND NO
PROVISIONS OF TNE CONfRICf DOCUMENTS SVIML REllEVE THE CONTW1CfOR FROA1 ANY
LUBIUTY WE TO NEGUGENCE.INCO�PEfENCE OR ERRORS OF������5�
1HE CONTRACTOR.
SECTION 1-B CODES:
Al1 CppE$SAVING JUPo5�IC110N SFi�11 BE OBSERVED STRICTLY IN 1HE CONSTRUCf10N OF THE
PRQIECf.INCLUDNC ALL APPLICABLE STATE.(XNERNING AGEN(.Y.ZONNIG.EIECiFtIC/�L.
MECF4WICAL.PLUMBING AND FlRE CODES.7HE OOMTRACTOR SW1LL VERIFY ALL CODE
REWIRDAEMS BffORE OOMMFNCENENT OF CONSfRUCTION AND BRING ANY DISCREPMICIES
BEIM�EF1 CODE REQUIREMENIS ANO THE CONSTRUC710N DOCUMENIS TO 1HE ATTENTION OF
1HE ENCINEER/ARCHITECT.I.C.B.O.APPROVED NUMBERS ARE CftED TFROUGHOUf THESE NOlES
u�sr�wo�o.w��uis r�ouir�r+c on+��ur�so�cna+a raaROV�us uusr ee
PRCMDm.
SECTION 1-C ERRORS ANO 01AISSIONS:
ERRORS AND�IISSIONS WHICH ANY OCCUR W CONTRACT DOCUMENTS SHALL BE BROUCHT TO
THE ATfENTION OF 1HE ENGINEER/AHCHffECT IN MIRfTING AND MRdTTEN INSfRUCT101lS SFIALL
BE OBTMED BEFORE PROCEEDING WrtH 1HE WORK.THE COHTHACTOR WILL BE FEID
RESPONSIBLE FOR TFf RESUUS OF ANY ERRORS�DISCREPMICIES.OR ONISSqNS WHICH 1HE
COMRACTOR FNLED TO NOTIFY THE ENGR�ER/ARCHITECf BEFORE CONSTRUCTION AND/OR
FABRICAiION OF TFE AM7EtilAl.
SECTION 1-D JOB CONDITIONS:
1FIE CONiRM.'fOR AND SUB-CONTRI�CfOR SHALL VERIFY ALL DIAIENSIONS AND JOB CONq110N5
AT 1HE JOB SITE SUFFICENRY IN ADVANCE OF YIORI(TO 8E PERFOR►�m TO ASSt1RE THE
o�r aROC�ss oF n+e waac.rne co�roR sru�aE r�sPOr+�e�FoR�ssumr+c
1HAT FACH SUB�ONR7ACTOR PERFORMS THE WORK M ACCORDANCE WRH ALl CODES IN A
TIAIELY IMNNER TO/SSURE COORD1WQ10N WRH OTHER SUB-CONIRACfORS.
SEC71pN 1-E CIEW-UP
1F1E COMRACTOR SHAt1 MAINTAIN 7HE PREMISES CLEW MID FREE OF ALL 1RASF1.DEBRIS AND
SH�11 PROTECT ALL/OJACEM WORK FROIA QNAAGE,SqUNG.PAIHf WERSPPAY ETC.ALL
FIXTURES�EWIPAIENT�GIAZING.ROORS EfC.SHI�LI BE LEFf CIFaN AND READY FOR
OCCUPMICY UPON COM%.EfION OF THE PROJECT.
DIVISION 2-SITE WORK
SEC1qN 2-A FARiF1WORK:
SqL REPORT:
pERFpRN Nl WORI(IN 1H5 SECTION IN WNFORIAANCE WfM 7HE fN�1 SOIlS.COMPACTION
AND GEOLOCICAL REPORTS.
DIVISION 3- CONCRETE
SECiION 3-A CONCRETE M10RK:
SEE STRUC�URAL NOTES.
FOUNDA1qN5: CONSIRUCT AS SPECIFlED IN THESE DRAWINGS OR AS AAIENDm BY 1Fff F'NIL
SOILS REPORT-
SEC110N 3-B RENFORqNG SfEEL:
SEE SIRUCNRAL NOTfS.
DIVISION 4- 11ETALS STRUCTURAL AND MISC.
SECqN 4-A YISCELUNEWS AND STRUCRIW�L METALS:
SEE SfRUCiURA1 NOTES.
1115CELlANE0U5 REMS:
INSCELlANEOUS NETAL RDAS AND 1H�R REWED COMPOIENTS ARE NOT NEC65ARILY
IPDMDUALLY DESCRIBED.THE YOSf 4PORGHf MID T}i05E REOUIRING DEiNIID
DESCRIPTION ARE NO1ED.MtSCEL1ANE0US REMS NOT DESCPoBED SHALL BE iURNiSFiED MID
INSfALLED IN ACCORWNCE'MTH 1HE R1TEHf OF THE DRAWINGS AND NOTES AND AS REWIRED
7p CpMpLEtE THE WORK.STE0.INSERTED INTO iFiE CONCRE7E TO BE GAIVANIZED(RMLING,
BUMPER GAURDS ETC.ONLI�.
DIVISION 5- CARPENTRY
SEC110N 5-A RWGH GRPEHfRf
SEE SIRUCIURAL NOTES.
REFIItENCED N016 AND SUNQARDS:
A MMKNIG:N�OOD AND TIA6ER SFIALL BE M4Po(ED YATH ff5 GRl�DE AWD PLYW000
WffH fi5 GRADE 1RADEAWtK IN ACCOfiDANCE WfI}i THE REFERENCED SUNDARDS.A
�ECE WIiF{pEFEC1$RENDEPoNG R UNSURABLE FOR USE INTENDED SFNLL NOT BE
USED RECARDLE55 OF GRADING.
LUMBER GWiDNG: UNLESS OnfRWtSE N01ED,WUBER SFW.L CONFOR►�TO THE
FOLLOWINC:
A SEE SfRUCfURAL NOTES FOR FRANING LUMBER AND PLYW000 SHFATHINC.
B. EXfEPoOR W000 iRIIA SFW.L BE SAW SIZm SEASOrED SELECT TIGHT KNOT CEDAR OR
PINE-UKfSS dTHERWISE NOTED ON THE DRAWNGS.
C. OREPoOR WOOD$OING SFMLL BE SAW SIZED SFASONED SELECRK''HT KNOT CIDAR
OR PINE OR BEffER IN PATTERNS AS SF10WN OM 1FIE DRAWINGS.
D. IXPOSm FAVE AND RN(E SHEATHING SHNL BE SELECT iK�Hf KNOT CEDAR OR PWE
OR BETTER.
�. aoov�caric swl ee a�rw000sr+�nn�iNC�cr�oe(s�Pw+).
$1W
F, 7RtJ55 CppITNpCTOR WFiO IS AWARDED&D SHALL PREP/�RE AND SUBMfi PUNS AND
TNN
CALCUUTIONS RFAUIRm BY SUBJECT GOYERNING MC�NCY.
SUBFl00RINC INSTALLATION NOTES: PLYWOOD SHML BE SECURED TO FRAMING
MQIBERS WRH/�OHESIVE(B.F.COODRICH'PlAS11NON 400'OR EQl.M1)AND 8d COMAION OR 6d
DffORNED SMW1K INllS SPACED NOT OVER 12'O.C.AT PoDGES AND INTQtNEDIATE SUPPOR'fS
WIlE55 NOTED O7HEHM�SE,WOOD FLOORS SfiALL BE LEVEL TO M'ITH A 1/8"IN 48'AND 1/�'IN 96'.
EH 5
ALL p(TEftpR pEp(S.PA1105 AND SIMIIAR SPPGES SHALL FiAVE 3/4�EXTEftIOR GRADE PLYM�000
µp$FWl HAVE A NIWYUM OF 2x$LOPE AWAY FROM BUILDNIG U.N.O.
fiANGERS,FRAMING ANCFi0R5 AND FASTENERS: SEE STRUCNRAL NOTES.ALL FNNGERS
MID ANCHORS SFMLL BE GALVANIZED Ofi SHOP PNMED WRH RUSf INFMBITIVE PANT.
PRESEfNAiIVE 1RFAIED LUMBER: PISTALL PRESSURE TREATED LUIIBER IN CONTACT
NRTF1 CONCREfE
glp�qNG pppER: FmERAL SPECIFlG110N UU-B-790.INSTALL UlDER EXTQtIOR SIDING AND
TRIM ANO CAREFULLY APPLY SO AS TO fORH A WATERfIqiT MEIABRNIE EApi COURSE Of
PAPER SFULL ONERIAP 1HE COURSE BENEATH fT 6'MMIYUM.WHERE PI�PER IAEETS AN1'
OPENING THE PMER SFWl BE G�tEFULLY LAPPED WER THE FRAME TO PREVfM 1HE PASSAGE
OF WATER BEHIND THE FRANE•INSULL SISN.I(RI�fT PAPER AT EXTERIOR DOOR IJID WINDOW
FRANES.
SECTION 5-B FlNISN GYtPENTARY:
MILLWORI(: MMWFACTURE MLLWORK AND CASEWORK USING CUSTOM GRADE WOOD
UriE55 NOTED OTIiERWISE
RISTALUTpN: INSTALL ALL SHELVRJG.CASEWORK.ANLLWORK.DOORS.W�RDNUIRE.
RAILNG,iRIM�COUNfERS�UfIUiY BACKBOARDS AND OTHER FlNISH CARPEMRi'.
sECraw s-c x�suuna+:
NISIAAiION SF1�LL BE PROVIDED AND INSTM1m PER TITLE 24�GLIFORNIA ADMMISiRAiIOM
CODE.UNLE55 NOTED OTHERVIISE,PHWI�THERMAL�NSUUTION iN ALL EXTERIOR STUD
WN1S.EXTENDING NLL HOGHT OF MMLLS.FTRED 11CHTLY BETWEEN SNDS.
DIVISION 6-MOISTURE PROTECTION
SECfION 6-A ROOFlNC AND MEMBRANES:
TILE ROOFtJG:SHNl MEET 16T STANQoXXDS OF I.C.B.O.32-12.
A. $LOPE OF ROOF:SLOPE OF ROOF: 3 IN 12 ANI�IMUM
B. UNDERUYMEHf:1W0 UYERS OF TYPE 15 FELT OR ONE UYER OF IYPE JO FFLT OVER
SOLID SHEAIHING.(PER NANUFACTURER'S RECO►MElIWTIONS).
c. n�wma u+cr�o��ucs: usE i x z w000 srr�as ovER uNO�u�ruo+rs.
D. ATfPGFiMENT:7W0 11 GAUGE GALVMAZED,3.5 INCH LONG NAIIS PER TlE NLU TIIE
(MpWER).ONE 10d 7FROUGH 11LE AND 1 X 2 SfRPS,BUf NOT THROUGFi
Iq�OERlAYA1ENT.
E VERIFY INSTALUTION WRH TILE IMNUFACIURER AND�PPLIGBLE CODES.
SECTION 6-B SHEEf IETAL:
YEASURQIENIS: VEPoFY ALL DMIENSIONS SFiOWN ON DRAWINGS BY TAKING Fl0.D
MEASURENENTS:PROPQt FlT AND ATU�CFiMENT ON ALL PARTS IS REOURW.
STANQARDS: ALL WORK INCLUDED IN THIS SECTION SFIALL BE PFFtFOR1AED IN ACCORDANCE
WITH 1HE RECOMMENDATION COI�TNNED IN 1HE U1FST EDffION OF THE AYWU�L
�SUCGESfED NOTES i0R ARCHITECNRAL SHEET MEfAL WOPo(�.PUBUSFim Bi THE SHEET
MEfAL AND NR CONDITIONING CONTRACTOR'S INTIONAL ASSOCNTION.
VALIEY FIASHNG: 26 CJ�UGE C�ILVANIZED IRON.18�WIDE FOR SHINGLES.24'WDE FOR SFMKES
(1-1/2'HIGF1)RNSED CDrtER DIVERfER.THE CENTER OF ALL FlASHNGS FOR 1�LL TFiROUGH
ROOF VENTS AND ALL ELECIRICAL SERVICE CONNECTIONS SFIALL NOT BE lESS TMiAN 16'fROY
co+r�a oF Nrr vu�v.s�►�wuv�crur�as eECa�►o+wna+s rw�wss�a+n�oR ruT
ca+cr�n�.
DIVISION 7- DOORS WINDOWS AND GLASS
$ECfION 7-A W000 DOORS:
sr�wav�os: �u 000es sw�u c��r wmi n�r�auir�rrrs oF�+e wooaNOrm
NSiTR1TE OF GLLJF'ORM�k SGWAFtD GRADE:TITLE 24�CALIFORNIA ADMRIISTRATTNE COOE"
DciQaoe DooRS:
A FLUSH N'000 DOORS:1-3/4'SOLID CORE.fLUSH FACE,PNNT CRADE 1DAPERED
FYJtpBOARD FACE,UNLE55 OTHERWISE NOTED.
& ENfRY DOORS: SEE DRAWINGS.
HIERIOR DOORS:
A. FLUSH W000 DOORS:1-3/8�HOLLOW CORE�PNNT GRADE.iiN2DB0ARD FACE.PNNTED
DOORS,UNLESS OiFiERNISE NOlED.
& WARDItOBE DOORS:YWIUFACTURER AS SELECiED BY OYMER:1-1/8'OR t-3/8�HOLLOYI
CORE.FLUSH PAIHfED FIAROBOARD DOORS.UNL65 O7HERWISE NOTED-
$ECf1pN 7-B ALUMINUM SUqNG DOORS AND M'INDOWS:
ALUINNUM SLDING WINDONS: MANUFAC7URER AS SELECTED 6Y 1HE OWP�ER.WINDON5 SW1LL
COYPLY WffH AN51/MIM SPEC.101-85.
ALUMINUTA SI.DING DOORS: YAtlUFACTURER AS SELECfED BY THE OYMER DOORS SFWL
CONPLY VMTFI ANSI/MMA SPEC.101-85.
SCREENS: PRaADE ALUAHNUM FRAMm FlBERGLASS SCREEN AT FJ�CH OPf)1 VENT.
CLASS:SHALL BE SIZED M CONFOR►MNCE WITFi APPLK:ABLE SEC110N OF U.B.C.TD1PERm
GUSS 3MLL BE INSTALLEDWHEN REWIRED BY THE APPIJGBIE CfMPfER.
SfANDAROS:11TLE 24,GUFORNM ADANNISTRAl10N CODE;SAFEtt STANDARD FOR
u�c�+rtfcrur�cuawc w►m�us(�e c��zoi)�sum er n+E ca+.w�vHOOUCr s+�n
COAIM5510N,ffFECTNE JULY B,1977.
SECURf1Y: ALL DOORS AND WINDOWS SFW.L BE AYWUFACTURED AND INSTALLm IN
ACCORLIWCE WRH N.L APPLICaBLE SUlE ANO LOCM.CODES AND ORDINANCES.
DIVISION 8- fINISH
SECfION 8-A GYPSUM DfirWALL CONSiRUCTION:
SUNQARDS:ALL WORK SPEqFlm HERQN SFNLL BE IN ACCORUANCE WRH�AMEttICNJ
STANQ4RD N07ES FOR THE APPUGTION AND FlNISHINC OF GYPSUU WALI.BOARD��AS
PRONDED Bi 1HE AMERICAN STANDARDS APPUCA710N.UTEST EDff10N:APPUGIBLE P/�KIS
THEREOF ARE HEREB'f tlADE A PART OF THESE NOfES D(CEPT WFEkE NORE STRINGEHf
REWIREMENTS ARE Gd1ED FOR IN TFfSE NOlES.Ai LOCAL CODES�OR BY THE WWUFACRIRFR
OF TFiE GYPSUM WALLBOARD.WFIOSE REOUIREAIENIS SFWl BE FOLLOWED.
CYPSUM WM1B(W2D ASfM-C36 WRH RECESSED LANGffUDIN�L EDGES.1HCKN6S AND IYPE
gE A$GLLm FOR IN THE DRAWINGS.
MAIL$: ANNUTAR RkIGm NAILS.ASfM C-380 1-3/B'OR 1-1/2'.NAIUNC SHALL BE INSPECIID AND
ApPROVED BY iHE BUILDING DEPARfMEHf PRIOR TO TAPING JOINTS.
SECfWN 8-B UTHINC AND PUSIERIINC:
MA7FRIALS:
A REFERENCE NOTES:UTHING ANTERIALS AND tHE1R APPL1CA710N AND%ASfER
H
WTERIALS AND THEIR APPLICATION SFNLL BE IN STRICT ACWRDANCE WRH THE
APPIJCABLE SECTIONS OF THE'Fi�NOB00K OF RECOMMENDED NOTES FOR LAh1NG.
fURRING.AND PIASTEFtING',OF THE NAlIONAL FWNQA110N FOR UT}irJG M1D
PU�SfERING NC.
& WIRE M6H: 1-1/2�M6H.SEVENTEEN GAUGE.GALVMIIZED BEFORE OR AFfER
WEAVINC,OR APPROVFD EOWL
C. WAiERPR00F PAPER: TWO IAYERS OF GW�DE b�PAPER OR EWNALENT.
D. MEfAL UTH: SNN.L BE SUNQ4RD DIM�OND MESH,GALVMHZED WEIGFIING THREE
(3)POUNDS PER S0.f00T.
E. PoB UTH: SFIALL BE FlAT RIB.1/8�.3.4 LBS.PER S0.YARD.GALVANIZED.
sECraw e-c couHr�ioP$:
WHERE INDIGTFD ON TFff IN�ERIOR ElEVAT10NS.SHALL BE CULTURFD M�RBIE OR?IIFD WI7H
SPIASH.COLORS WILL BE SELECfFD BY THE ONMER.All'Ul1►MN TOPS NALL BE COVERFD
WRH HEAW P�PER AND TAPED SECURELY BY TNE INST�l1FR.
SECTION 8-D REIUENT ROOR�NG:
NISU�LUTqN: INSTALL ALL WORK IN STRICf ACCORDM�CE WfTN WNUFhCTURER'S WRfTTEN
MSTRUCTIONS.APPLY PRIMER W ACCORQINCE fTH 1HE RECOMNENO�ATIONS OF THE
NMlUFACfURER.
$ECTKKI 8-E PAINTING:
APPLIGTION:
0. �PPLICATION OF PAtNT OR OTNER CAATING SVW.L�M!SfRICT MCORDANCE WfTH
WWUFACTURER�S pRECT10NS RFIDY YIXED PNN1 SFk:1 N0T BE TFHNNm�IXCEPT
AS pERMfITED IN iHE APPl1CAilON INSfRUCTKk1S•
B. ALL E7(fERIOR AND IHfERIOR SURfACES 9iALL RECENE THE PNMERS FlNISH EIfCEFT
COIOR f�ORDlUTED FACTOKf FlMSH SURFACES.
C. ALL SIAiFACES TO BE FlNISHED SFiAL1 BE CLFJJI M!D FREE OF fOREIGN AIATERWS
(D6tT�GRFASE�ASPFiALT MID RUSf ETC.)
D. APPLIGTION SHML BE N A YIORKMANUKE HANNQt PROVIDING A SAqOTH SURFACE
APPt1GTI0N RATE SFi�LL BE AS PER W�NUFACTURER'S RECOAIMENW110N5.
APPIJGTION AMY BE Bi BRUSH OR ROl1ER 0��'�Y IF PNNf IS FORAIUUlED
FoR sar�v�avuana+.
MAiERIALS:
A PNM:TO BE SELECfFD BY TME 0'MNER•
B. SGIN:TO BE SEIECfED BY THE OMMER.
FlNISIIES:
A D(TERIOR WOOD:TWO COATS SURI.PER MANUFACIURER�S RECOYMENDAlI0N5.
B. EXIERIOR METAL ONE CWT SFbA-GLOSS ENAMEL UVER ONE COAT NEfAL PRIMER
PER ANNUFACTURER'S RECOMAIENDATIONS.
C. INTEPoOR FlNISHES:RffER TO FlNISH SCHEDULE QN DRAWINGS•
SECTION 8-F CERANIC 1�1E:
A. ,y,�LIQERIALS SWHL BE Ol.W1TY CERfIFlm BY TFIE�LE COUNCL OF NAEfEG TO
EQUAL OR EXCEED^STMILwRD GRADE'REWIRENENTS OF TCA 137.1-UTESf
EDITION.
B. INSfN1AT10N SH�LL BE IN ACCORQ�IICE WffH ALL REWIREMfMS OF THE tATEST
EplipN pF'HANpB00K FOR CERAYIC 71LE HSGtUnON'.TILE COUN((:IL OF
ANERIGI INC.
�, pRpy�pE APPROVEp WATERPROOF YEYBRMIE AT Si0WER5 OR NBS WFIERE CERMIIC
T1LE FMISH IS INDICATED.
DIVISION 9 - SPECIALTIES
SECTION 9-A GENERAL SPECIALf�ES:
lISTN1A1pN: N1 REMS 9Wl BE INSTNIED IN STFtICT M.CORDANCE WffFi THE RESPECTNE
IAANUFACiURER'S PUBLISHED�ISfRUCT10N5 k!D APPRWED INSTALU110N DRAWRIGS.
ADHESNE INSTALLAl10N WILL NOT BE PER11fTTED.
SECt10N 9-B IIARDWARE(FliJSH):
WIRDWARE LISf: THE COHiRACTOR SFMLL PROVIDE A DEfNLED LIST OF ML lW2dYVARE�
UAIERWS.W�WFICTURER NJD GTALOG NUMBERS.1H5 SCHEDIAE SW�l1 BE PREP/�FtED BY
n�w�ownr�su�u�u+o sue�rrrm 10 n�cer+�corrrn�croe Nor ur�a nwa�s
DAYS AFTER WINNING THE AWARD OF 1HE FN6H W�RDWARE CONTRACf.PROVIOE SIX COPI6.
SUPPLIER SHAIL BE RESPOISI�E FOR A COMPLEfE J(I(i WHETHER OR NOT LISTED.
SECTION 9-C MEUL FIREPLACES:
A YEfAL FlREPtACES SFMLL BE INSTAUfD!!IGCORGM�CE WRH WWUFACTURER'S
RECOAINENDA1qNS ANO ALL APPLIG�BIE BUILDING ANO NECFMNICAL CODES.
B. FlREPLACE MMAIFI'GIURER,MODEL NID I.C.&0.NUA6ER SFIALL BE AS IWK',AlED ON
i}iE PUNS.
DIVISION 10-E�UIPMENT
SECTION 10-A APPILWCES M�D SPECIAL EWIPMEM:
ME/SURQIENT: VFRIFY ALL qMEN90N5 SFIO�AM ON THE IXUWINGS Bi TNCING FlELD
YFASURE11ENf5:PROPER FTf AND ATfACHMENT OF ALl PAR1S 6 REWIRED.
DIVISION 11 - MECHANICAL
$ECTION 11-A FIEAi1NG:
RUIES MID REGUUtpNS: ALL WORK MID NATERWS SnALi BE IN FULL ACCORDNICE WRFi
iHE U1EST FEDERAI.SUTE AND LOCAL RUIES AND REGUUTIONS NOTHING IN THESE PlMlS
OR SPECIFlCA710NS SWQl.BE CON5IRUED TO PERMR WORK NOT CONFORAIING TO 1FiESE
CODES.
DRAMANGS:
A THE WORN SFIAt1 BE 9f5TALLm AS 11(11CATED ON TFIE DRAYMNGS.IIOM�F.VQt.
piANGES TO ACCOAIMOM7E INSfN1AlI0N Of TH6 W07KWfTH OTHER WORKOR IN
ORDER TO MEEf ARCHRECTUWl/S1FtUCTURAL CONDff�ONS�SHALL BE AMDE
wrrF+our�uar�oru�cosr To n+e owr�.
& FOR PURPOSE OF CIARITY AND tECI&LITY.1HE DRAWINGS ARE ESSEMNLLY
DNCRAiIMAlIC TO 1HE EXTEM 7FiAT OFFSEfS�BETIDS.SPECIAL FITTINGS AND DfACf
LOCAT10N5 NiE NOT ROIGTED.CONIRACTOR SfMLL NN�E USE OF ALL DATA IN ALL
OF THE CONTRACf DOCUYENTS.AND Sl1ALL VERIFY 1N�5!NFORMATION AT TFIE SI�E.
NAIERW,S MID EOUIPMEHT:
/� DUCfWORK:DUCTWORK SHML COIAPLY WRH THE AIPUMUM WEIGF{f SUNU�RDS AS
5ET iORTFi M THE UNFORAI AECWWGL CODE MID 1HE RER1FtN DUCTS SHN.L BE
CALVAN¢ED SHEET MEUL CALVMNZm FITTINGS 511�L1 BE H1SUU1fD WRFi 1'
FlBREGlASS.PROVDE AUfOMATIC FlRE Q1IAPERS WHER:REOUIRED.
FABRICA710N AHD INSGLU110N:
A FURNACE CLOSETS:SFi�I�BE SIhD TO PROMDE 6�CLFMANCE FRON FURNACE UNR
AT SIDES,FRONT AND REAR OR PER LOCAL CADE.
& FLUES:FRWDE FLUES,C011BUSIlON NR VENTING AND FRESFI NR DUCfING AND
GRILLES FOR f./�U.'S 0.S REOUIRED Bi LOCAL CODE.
SECTION 11-B PLUMBING:
RULES MI�REGUlAl10N5: ALL WORK AND HATERNLS SV1Al1 BE IN FULL CONFORMANCE WRFi
THE UTESf SU7E,FEDQtAL AID LOCAL RULES AND HECUUTIONS
DRAYANGS:
A PLUAI&NG CONTRACfOR`NHO IS AW��RDED B�D SFiN1 CONSTRUCT l5 INpCATED ON
THE DRAWINGS.
& FOR PURPOSES OF CIARIIY AND IEGIBIUIY�THE DRAIMNGS ARE ESSQliIM1Y
DU�GRANAl1C TO 1HE DRENT THAT WNY OFFSETS�BENDS�SPECIAL FTfT97GS ANO
DIACT LOGTIONS ARE NOT NqG1ED.1HE COHfftMCTt7R SHALL ANKE USE OF ALL
DATA IN ALL OF 1HE CONTRACf DOCUNENiS.kW Sl1ALL VERIFY THIS WFORAIATION.
C. PLUMBER TO REVIEW AND INCORPORA7E ANY REOUREMENTS RELAlING TO PLUMBING
IS$FiOWN IN ACOUSTICAL NOTES.
COPPER TO STEF1 CONPECTIONS: ALL COPPER PIPE C04NECTIONS TO FERROUS PIPING SHALL BE
WDE WfTH DIEtECiRIC CWPUNGS OR ISOUTION FlANCES.
WASTE MID VENT S15TDl: ALL 5(ML W/STE AND PIFfNC SHAl1 BE APPROVED ABS.ALL RPMG
SFW.L BE SIZED AS REOUIRED BY SUBJECT COVERIUNG AGF?!CY OR COUNTY.CLEANOUT
LOGTIONS SFi1LL BE LOGI7ED IN LEASf VISIBLE AREAS.
DONESfIC WATER PIRNG SYSiEN: ALL WAlER SUPPLY U`IES SFWL BE COPPER IYPE L BELOW
SUB AND TYPE 1/ABWE SIAB.NO FfTTING SHNl Oi:�1R BELOW SlAB.
w�7ER HFi1TING SYSfEM: FURNSN,INSTALL AND CONNECT RPING,VENTNG M1D EOUIPMENT ABBREVIATIONS:
REWIRED TO COMPLEfE 1HE WATER HFATING SSfEM.PRONDE PRESSURE AND TEMPQUNRE AB. ANCHOR BOLT
REIJEF VALVE AND%PE TO OUTSIDE BUIIDING. ALT. ALTQtNATE
pp�y��5$EqyICE: pRWIpE C/S L11E TO GIS FlRm EOUPAIENT INCLUqNG WATER ARCH�L ARCHfTECTURAL
HEAIERS FURNACES ANp FlREPLACES.PLUAIBING TO BE RECESSED IN iHE WN.L BLK'G. BLOCKING
BM. BEAAI
PLUTABING FlXTURES AND EWIPMENT: B.N. BOUNDARf NAILING OF PLY'MOOD
A GENEW�L:NRWSH AMD INSfAI.L ALL Fll(R1RE5 AND EWPMEHT SHO'MN ON 1HE 8.5. BOTH SIDES
DRNYWGS OR SPEGFlm HEREIN.ALL EXPOSED BR/SS NBING SUPPUES.GST BRASS C.J. CDUNG JOISTS
TRppS,F1pSE glgS,pIp WASiE PIECES AND OTNER BRA55 TRIM SFNLL BE HEAW C.L CENTER UNE
POL15Hm CHRONE PLATED.FNISH ALL PIPING THROUGFi WN15.FlAORS OR CEAJNGS CLR. CLfNt
WRH CHRONE PUTED WALL FLANGES.COUPRESSION Si0P5�SiRNNERS OR 1RIMS COL COLUMN
EfC.ARE INCLUGED TO NAKE A COMPIETE FlXRN�,Y1HEfHER OR NOT SPEGFlED. CONC. CONCRETE
PRpVIpE MPROVED ONE PIECE WASTE OVERFLOM�AND TRAP UNR WRH GLUED CONT. CONTINUOUS
FIi�INCS AT TUBS. DIA DIA11EfER
B. GALVANQED PIPE SW1LL NOT BE USE�FOR PLUMBING PURPOSES. E.N. EDGE NAILMG OF PLYWOOD
IXIST. D(ISTING
SECnoM 11-c vENfnAnNG. F.G. FlNISHED GRADE
RULES ANO RECUUTIONS: �ll.MORK AND MATERNLS SFIALL BE IN FlX1 CONFORMANCE WffH FlN. FlNISHED
THE UTESf FEDERN..STAlE MID LOCA�°tii_ES AND REGUUTIONS. F.J. FLOOR JOIST
FND. FWNDATION
IM1iRIALS AND EWIPNENT: FRM'G. FRAMING
fTG. FOOTING
�l EWPMENT SPEGFlED BY MMIUFAC?URER SFULL WCLUOE ALL A�CES9DRE5. � ��
(bNTROLS ETC.LISTm IN THE GTALOG AS STMlDAitO WfTFi 1HE EOl11PMENT. GALV. GALVANRED
OFTIONAL OR ADDff10NAL ACC6SORIES SHALL BE FURNISHED AS SPECFlED. GLB GLU-UA1 BFA1A
B. 841HROOM D(FiNJST FANS:SFULL PRCMDE MN�MUM F1VE AIR CfWiGES PfR HWR. HDR. HEADER
veomoe Fu+s�+n�e�nikoo�s�wo�aooMS Nor�noeo wm� HGR. HANGER
NATUftAL VENT1U110N. HORIZ. HORIZONTAL
C. FLUES:PFidNDE FLUES,FRESFI NR INUKE CRILLS ETC.FOR Nl HOT WATER HEATERS. NAX. MAXIAIUM
p. COMBUSTION NR:VENTIlATION REQUIRED-2 S0. MCHES PER 1000 B.T.U.1YITH 2f10 MIN. MINIAIUM
SO• AIULT. AIULTIPLE
INCHES YNMUM.OPENMIG SF�ALL BE COJERm WRH 1/4'NON CORROSNE M6H N.G. NAiURAL GRADE
��• NOM. NOAIINAL
E. ATfIC VENTllAl10N: VENTIATiNG AREA OPEWNG SFi�LI BE NO7 L65 THAN t/750 OF O.C. CENTER TO CENTER
ATTIC SPNCE IXCEPT AREA A1AY�1/300 PRO�ADED AT LEASf 50 PERCENT OF PL PUTE
REQUftED ARFA IS PROVIDED IN UPPER POKTKIN OF SPAC6.NOT LESS 1FiW 3'-0� P.L PROPERIY L1NE
AgOVE EAVE OR COFtNICE VENTS. RpNF. REINFORCING
F, p1ERGY REpUIREIAENfS:PRCMDE IAATERIAL AND FAUIPMFNT TO MEEf LOGL REO. REWIRED
ENERCI'REW�REMENTS. R.R. ROOF RPFfER
DIVISION 12-ELECTRICAL SHT'G. SHEATHING
S.N. SILL NAIUNG AT WA115
SECIIpN 72-A ELECTRIGI_ STPUG. STAGGERED
S1L. STEEL
ELECRtICAL SYSTDA UYOUt'S ARE GENERN.LY DIAGRAMMATIC.LOCATION OF OUTLETS AND STRUC. STRUCTURAL
EOUPAIEM IS APPROI(MATE.FXACT ROUTING OF YAPoNG�LOGUIONS OF OUTLETS TO BE S.W. SHEAR WALL
GOVERNm BY SRtUCiURAL COND(TIONS AND CONSfRUCT�ON.NARNIC FOR EWIPMENT lYP. 11'PICAL
RFAURING N4NTENiWWCE MID N15PECTION TO BE RFJ�DIY ICC6SIBLE U.N.O. UNLESS NOTED OTHERWISE
EtECIRIpMI TO REVIEW AND INCOftPORA7E AN1'REWIREYENIS REUTING TO ELECfRICAL VERT. VERTICAL
$FRyICE A$$FIONM IN ACOUSi%'JiL NOTES.
WIRMG AND COMIECTIONS:
h CpNWff PIPING LOGTED WITHIN PlAN11NG ARFAS SFNL�BE�E�A MINIMUAI OF DIVISION 13- FIRE RATED CONSTRUCTION
18'BELOW CRADES. FlRE RATED WALLS O PROPfHIY UNE:
B. UBEl1NG: ALL ElEC1PoG1 EWIPMENT.BREAKERS AND TIME CLOCK COHtROLS
SFiAL1 BE PROPERLY LABEIED. ti WALLS LE55 iFW!3 FEET FROM THE PROPERIY UNE SFNLL BE OF
ELECiRK'I�L SERVICE: ONE HOUR WNSfRUCiION(TABLE 5+1).
B. NO OPENINGS ARE PERMTTED IN WALLS CONSTRUCIED lESS TFiW
� n+e s�unuir vnu a�a�oE�wo iNSr�u�u�NURr u�o sECOr+oun a�r�Paoaerm u�(r�s+�).
SFfiNCE RACElYAYS AND CONDUCTORS. C. PR0.1ECfI0N5 SF1�LL NOT E%TEND qASER 1}1AN 2 FFET FROA1 A
B. pRpVIpE ELECfRICAL MEfFR FOR THE UNR. PROPERIY L1NE PER SECTION 503.2.1 AND SF1ML BE OF ONE HOUR
C. UGHT CRCUITS SFWLL BE 15 AMP WRH�14 AWC COPPER CONDl1CfOR5. CONSiRUC110N PER SECTION 705.
D. RECEPThCLE GRCUfTS SHALL BE 20 AAP WITH�12 AWG COPPER CONDUC'fORS. �0 AVOI�TARAPET��USfm N��REAIfNT101ED SECTION. CQLWG
E. APPLWICE qRCUffS SIM11 BE SFPMATE 20 AMP WITH j12 MMG COPPER
conDUCroes.
F. MTEN GROUNqNG: PRO�ADE ACCESSIBLE JUNCTION BOX AND WIRING FOR
GROUNDINC EIGFi►WN ELECTRN'.AL SERVICE TO RQNFORCING BARS IN CONCRETE
FOOTING.
AMTERWS: ANTERULS AND EWIPAENT SHALL BE NEW AND LISfED BY UNDERWRITER'S
IABORATORIES�INC.AW�AR TFEIR LABEL MMEREVER STANDARDS HAVE BEEN 6UBLISHm
AND 1HOR UBEL SERVICE IS REGUTARLY FURNISHm.
MISCEUANEOUS:
ti v��r+o�r��u.r�c�uc�s�aoR To nrsruUna+oF a�w�u.
& MISTNl RECFPU�LES AT t'-0�ABU�E FlNSFi FLOOR UNLESS OTHERWISE NOlED.
C. INSfNl L1GHT SWRCMES AT 3�-8�ABOVE FlNISH FLOOR UMiSS OTHERWISE NOiED.
D. N.L SWffCHED OUREfS SHALL BE ONE IINf HOT.
E LOGTE RECFPfNq.ES IN ACCORDNrCE WITH Nq10NAL ELECTRIp�I CODE
F. fTtOUMD FAULT CitCUT NfERRUPfFRS 9iALL ff INSUJ.Lm AT ALL B�THROOM
011fLE15.PCCESSIBI.E GARACE OUTLEIS AND 011fD00R OUTLEfS.AS REOURm BY
TIE CURRENT EDITION OF THE NATION�L ELECiRN',AL CODE.
G. SLIDING GLASS DOORS(PA110 7YPE)FiAVE A YMAIUM CAIEGORY CLASSIFlGITION OF
q PFR UTEST EIXfION OF UBC.
H. GLAZNG IN DOORS MD fIXED CaJSS PMIEIS OF AIORE TIW1 NINE SOUARE FEET HAVE
A YINIMUY CAEGORY GAiSIFlCAPOM OF II PER UTEST mITKIN OF UBC.
I. CLAZHC IN DOORS MA FlJ(ED GIASS PMlELS OF MORE 1FW1 NMIE SOUARE FEEf OR
1E55 HAVE A MNAIUM GEWRY CU�SSIFIGTION OF I PQt U1ESf EIXTK)N OF UBC.
J. GIAZING IN DOORS AND ENfXOSUFtES FOR BAIHTUBS ANO SFi0WER5 HAVE A MIWWUAI
GIEWRY CIASSIFlGTION OF 1 PER UTESf EIXTN)N OF UBC.
K GtAZm WARDROBE DOORS NEEf IIAPACf 16T PER UlESf EDIMIN OF UBC�MID .
UMIlNTFD GU55 MUST N.SO AIEET 1HE BOIL 1EST REWIRDAENiS OF THE UTEST
EDfTION OF UBC.
L NSGLL 110 VOLT SMOKE DEfECTORS AS REWIRED PFR APPLICABLE SECTIONS OF
CURREHT EDITION OF UBC.
Y. INSfNl ALL EWIPNEtff,MATERWS AND ITEMS IN SfRICT ACCORDANCE M4TF1 iFiE
W�NUFNCTURER'S WRIiTDr INSfRUCTIQNS
N. GIAZNG:
1. PRUNDE TEHPERm GIASS W TFE FOLLOYANG LOCATIONS
GIAZING.OPERABLE OR UNOPERABLE.ADJACENi TO A DOOR AND M7IFNN THE SAME WALL
p���h{E pppR yMpSE NFAREST yERT1G�L EDGE I$WIT}NN A 24'ARC OF A DOOR'S
YfR11CAl EDGE k!D LESS 7FIAN 60'ABUnE TFE WALI(ING SURFACE.
(XAZING IN FI%ED PANELS WHICH HAVE A GUZm AREA IN IXCESS OF 9 SQUARE FEET AND
A2
TFIE LpWES7 EDCE I$LE55 TVMN 18 INCH6 ABOVE
TMff FNSFfD FLOOR IEVEL OR WALKING SURFACE M7fHR1 3fi INCHES OF
SUCH(�AZNIC.
2. ALL ESG�PE OR RESCUE WINOOWS f'ROY SLEEPINC ROONS SW1L1 HAVE A �
MINIMUM NET CLF�R OPENr1G OF 5•7 SOUARE FEE��TME MlIIIAUM NET CIEAR
pppr��{T qAIENSpN SHALL BE 24 INCHES.7}E MNIIAUM NEf Ct.F�1R
OPENING MDTH DIIAENSION SHALL BE 2t1 INCHES.WHERE WINDOWS ARE
PROVIDED AS A MEANS OF ESCAPE OR RESCUE 1}EY SFi�LL HAVE A FlWSHED
Sd.L 1EIGF{T NOT YORE 1}iAN 44 INCHES/�BOVE THE FLOOR.
TRLE 24:
1.ENE1tGY FORIA CF-6R.1HE INSU�LtATION AND NSUAl10N CETtfIF1CATES SHALL BE POSIED
a+n�e,�oe�h our�nc c�r+srnucnon oF n+e a�aECr. i, /�
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= D(ISTING WALLS
' PROPOSED WALLS
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.
18'HIGH BUlLT IN SfTfING Aft I ��OSET ' �
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fF;PROVIDE 16'HEIGHi FOR m � —
SHELVES � 3'-6' 3'-6' 6'-4' 3'-6' � WARDROBE S&P
2'x4'SKYLIGHT n
(TYPICAL) CLOSET/STORAGE
'n
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fV �
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FAMILY ROOM ��_• � '° 25�, _. °f
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O1 PROVIDE OPENING IN SHELVING �R�� � o
N ABOVE FIREPLACE FOR N Irn �
PROPOSED GAS BURNING SNELVES
FIREPLACE �
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12"WIDE SHELVES 48'ABOVE I CES �
FF;PROVIDE i 6�HEIGHT FOR �?
SHELVES � I o� DN.6'-6'
BUILT-IN CHINA CABINEf i
i u p0 �
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LINE Of BALCONY ABOVE
� P R 0 P 0 S E D F I R S T F L 0 0 R P L A N
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FLOOR AREA CALCULATIONS
FLOOR NAAIE AftEA CALCUUTION TOTAL SF
FIRST FLOOR AREA A=31.42x18.33=575.93 SF LMNG AREA WILL BE
B=34x15.33=521.22 SF =2278.40 SF(A,B,C)
C=45x26.25=1181.25 SF ��E pREp-433.89 SF
D=8.50x3.00=25.5 SF (G ONLY)
E=28.75x11=350.10 SF �RED DECK=763.39 SF
F=25.17x16.42=413.29 SF �E g F)
G=20.83x20.83=433.89 SF ��p��_25.5 SF
�D ONLY)
SECOND fL00R AREA H=29.25x25.67=750.85 SF LMNG AREA WILL BE
1=7.75x8.17=63.32 SF =814.07 SF(H dc I ONLY)
J=13.75x16=220.00 SF �CONY AREA=220 SF
(K ONLY)
TOTAL LMNG ARFA=3092.47 5F(A,B,C,N d�Q
LOT COVERAGE=3501.18 SF(A,B,C,D,E,F dc G) 3•:°4 �� �!
LOT COVERAGE,INCLUOING ROOF EAVES=3861 SF ,� �3��';
AIAXIMUM FLOOR AftEA(INCLUDING GARAGE)=0.45 x 7860=3537.00 SF ` '
MA)(IMUA1 LOT COVERAGE,WITH EAVES=0.50 x 7860=3930.00 SF ���� �
FLOOR ARFA w/GARAGE=3526.36 SF(A,B,C,6,H dc Q<3537.00 SF �•j � ��
LOT COVERAGE w/EAVES=3861 SF<3930.00 SF
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ELEVATION NOTES:
1. EXTERIOR WALLS:'LA HABRA STUCCO'CEMENT PLASTER,COLOR AND TEXTURE SELECTION TO MATCH EXISTING.
2. TRIMS:ALUMINUM BRICK MOLDING(COMES w/WINDOW UNIT),COLOR TO MATCH EXISTING.
3. ROOFlNG:COMPOSITE SHINGLE ROOF.
4. FASCIA/GUTTER:2x8 FASCIA BOARD w/5-1/2"OGEE G.I.FASCIA GUTTER,PAINTED.
5. WINDOWS:DUAL PANE BY"MILGAURD"OR EQUIVALENT.
6. SECTIONAL ROLL UP GAR4GE DOOR,EXIS?ING TO REMlUN.
7. WEEP SCREED O+6'MINIMUM ABOVE FINISH GRADE(4'ABOVE PAVED AREAS).
8. STONE VENEER WAINSCOTT o/SECOND STUCCO COAT.
9. 2x REDWOOD BALUSIER R4ILING(42'HIGH).SPACING BETWEEN BALUSTERS NOT TO EXCEED 4"MAX.
10. 2x BUILD UP COLUMNS WITH STUCCO FINISH.
11. ROOF COVERING SHALL CONSIST OF MINIMUM CLASS"A"RATING AS PER SECTION 1507 OF CBC 2001
EDRION.
12. INSTALLATION OF ROOFING SHALL BE iN ACCORDANCE WITHMANUFACTURER'S SPECIFlCATIONS.
13. PROVIDE 1W0 LAYERS OF GRADE'D'PAPER OVER ALL WOOD BASED SHEATHING.
14. REDWOOD LATTICE TO COVER AREA BEL.OW DECK.
15. EXISTING REDWOOD RETAINING WALLS TO REMAIN.
16. FOUNDATION VENTS w/WIRE MESH.
17. G.I.DOWNSPOUT, PAINTED.
18. 2x4 SKYLIGNT w/TINTEO GLASS.
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SCALE: 1/4"=1�-0"
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ELEVATION NOTES:
1. EXTERIOR WALLS:�lA HABRA STUCCO'CEMENT PLASTER,COLOR AND TD(TURE SELECTION TO MATCH EXISTING.
2. TRIMS:ALUMINUM BRICK MOLDING(COMES w/WINDOW UNI�,COLOR TO MATCH EXISTING.
3. ROOFlNG:COMPOSITE SHINGLE ROOF.
4. FASCUI/GUTTER:2x8 FlSCIA BOARD w/5-1/Z'OGEE G.I. FASCIA GUTTER,PAINTED.
5. WINDONlS:DUAL PANE BY"MiLGAURD'OR EQUIVALENT.
6. SECTIONAL ROLL UP GARAGE DOOR,EXISTING TO REMAIN.
7. WEEP SCREED O+6'MINIMUM ABOVE FINISH GRADE(4'ABOVE PAVED AREAS).
8. STONE VENEER WAINSCOTT o/SECOND STUCCO COAT.
9. 2x REDWOOD BALUSTER RAIUNG(42'HIGH).SPACING BETWEEN BALUSTERS NOT TO EXCEED 4"MAX.
10. 2x BUILD UP COLUMNS WfTH STUCCO FlNISH.
11. ROOF COVERING SHALL CONSIST OF MINIMUM CLASS�A�RATING AS PER SECTION 1507 OF CBC 2001
EDRION.
12. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS.
13. PROVIDE 1W0 LAYERS OF GRADE"D'PAPER OVER ALL WOOD BASED SHEATHING.
14. REDWOOD LATTICE TO COVER AREA BELOW DECK.
15. EXISTING REDWOOD RETAINING WALLS TO REMAIN.
16. FOUNDATION VENTS w/W�RE MESH.
17. G.I. DOWNSPOUT,PAINTED.
18. 2x4 SKYLIGHT w/TINTED GUSS.
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SCALE: 1/4"=1'-0"AT FULL SIZE
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p110 FIlF dOB Iq.
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GLUE&SCREW TO 2 x 4
2 X 4 LAG SCREW
TO iW0 STUDS
3/8"X 3"
TOP OF 18'
PLATFORM
.0 I
CINCH STRAP
PLAN
NOTE: IN LIEU OF BASE ANGLE CLIPS A
SECOND PLUI�BERS TAPE BRACKET MAY
BE USED JUST ABOVE CONTROL PANEL
�SEISMIC STRAP AT
TOP AND BOTTOM(TYP)
CLIP TWO FEET
TO DECK
ELEVATION
3 WATER HEATER ANCHORAGE DETAIL
SCALE: NONE
0
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i
3/4'AIAR9lE BAQ(SFU9i YI/
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ROUND BULL-NOSED}DGE
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DRAWER AS OCCUR$
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' ALL SIDES��ELVfS. EDGE BIND
' ALL EXPOSED SHELF EDGES
. :�'fn �
1X3 WD N R$$CREMIED TO
WAtl W!1 2'MAPIE VENEER
� PLYN9 BA
0
CABINET COOR. FlNISH 3 COATS
$ATIN L1CpUER.SPRAY APPUED
�x w000 ens�cu�rtr
IIARBtE TILE FLOOR TO
� FACE OF?OE Kig(
g TYPICAL BATH CABINET DETAIL
SCALE: NONE
<
/Z'GYP BE CEIUNC PAINTED
1S OCCURS
'ROVIDE SOUD BLOCKINC
'OR CABINETS
T2GARAYNqOD�BAq(ER
'FiOVIDE HOLES AND CHROME
'EG$FOR AD,USTABLE SHIEVES
UNDER CABINET FLUORESCENT
LIGHT FlXNRE,SMATCH AT WALL
W000 iRIM AT TOP
3/4 GRANITE SEAL TOP B SPLASH
CARRY SPIASH UP TO UPPER CABINEIS
DRANQt AS OCCURS
PULL WT SHEL�fS-TYPICAL
2X BLOq(ING FlNISHED YIOOD SKIRT
I 5 TYPICAL KITCHEN CABINET DETAIL
SCALE: NONE
Ci11.0 COl1W CO�OI 9T
�cn�ric�ats
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SECTION A
ARCHITECTURAL COLUMN DETAIL
SCALE: NONE
, ,s. ��... ..r...,. _.
_` ` " 4z` � �..� _, 3/8•��� : " wu1�+,�+ 3 4" MARBLE SLAB ON �^�
. .,w a+3 M.'�, l` (SEE SHEAR WAKK SCH.) .:' (SEE TTiLE 24) 'r
���������as ;� .. � �.:- 3/4" MARBLE SLAB ON ,�e•�,��o ,� 2.nuo wAU o,6•o.c. ,� 3/4 THICKSET MORTAR =x0.00°�•��°
. 4�_������ ;:: ° � _ PROVIDE BULL—NOSE 2» � BED OVER 15 LB. "��"�'°
�> ,n a,.��.i.�,E�
2 � EDGE AS SHOwN CRAF PAPER PROVIDE ����
1 ROOF � WALL FLASHING
�%SCALE: 1-1/2"=1'-0"
� / BULL—NOSE EDGE ' ' ����•��
AS SHOWN �����
� N
� I R'M/0001-
��or/aiw
3/4" MARINE PLYWD . ' w
VANITY COUNTER TOP � 3/4" MARINE PLYWD ��'TM��
EDGE BIND EXPOSED GYP.BD.0 INTERIOR FlIJISH � VANITY COUNTER TOP ;���N,,,�
BIND FOMA TRIM w/ SEE SECTION ELEV.FOR MORE INFO. � EDGE BIND EXPOSED "�""�'�"°""'°'
SR1CC0 FlNISH , , , : B I N D '°"�"p"'°`""'°"'�`
YAOEIK GWI i0R fJ9ET WCIt
d TYPICAL BULL NOSE DETAIL FOAM TRIM BAND DETAIL. TYP 6 BULL NOSE AT BATH CABINET 2 MEDICINE CABINET DETAIL
pi_� T SCALE: NONE �O SCALE: 3'=1'-0�(FOR WALL ONLY) DT-G04 SCALE: NONE SCAIE: NONE
SCALE:1"=1�-0' pT_y,�g COMP.SHINGIE ROOf OVER 30LB.
EXTERIOR FlNISFI OVER BUIIDING FELT OVER ROOF SHTG
pApER 24'WIDE FUSHIN� ��P�FOR MORE INFO}
(ROOF PITCH 6:12 2x4 �� ROOF RAFTER
Ct 7 BAR FIASFNNG / ? �
1x6 NNLER
26 GA Gl FIASI-IING
COIAP.SFNNGLE ROOF
ROOF SHEATHING
2 x BLOCICING
ROOF RAFTER SEE PLM!
w000 sruo
SCALE: 1-t/2"=1
RIOGE 0�HNTERw��-1/2�H
COAIPOSRE SHIN(Y.E�
ROOF
ROOF RAFTERS,SEE PLAN
SOUD SHEATHING FULL WIDTH
OF VN1EY FlJSHING
VALLEY FLASHING DETAIL
DT-23 �5 SCALE: 1-1/2"=1'-0" DT-22
ONE UYER/30 FELT
I �--COAIP.SHINGLE ROOf
���nw� v�.
SEE ROOF PLAN
:.�.� �I.!:I
��
� EAVE DETAIL _
�V SCALE: 1-1/2"=1'-0"
�OF RAFfERS,SEE PIAN
x Q BLOCKIN6 W/
i1 2 0 Gt��SCKREENED VENT
PER
TRI�1 OVER 2x FASCIA
UD WALL
UCCO OVER BUILDING PAPER
�GtJTTER WHERE OCCURS
SKYIJGHT 2030 DBL PANE
OPE� Bi'VELUI(OR EQ.
ICBO ER-6075,iYP.
FLASHING 26GA
GALY.AROUND
$KYL1GHf OPENING
DBL ROOF RAFTER-
BEYOND,SEE ROOF
FRAAIING PIAN FOR
LOCATION AN RAFfER SIZE
SKYLIGHT DETAI
SCAI,B:1�=1'-0"
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----------------------
DT-SA18
CAULK 0 JACCUZI
CEW�ANC TILES(VERIFY W/OW
SLOPE TILES 1/4'PER F00T
TO JACCUZI
INTERIOR F1Plt$F1
z%iw�umci
ROOF RAFTER O 16'O.C.
2x,TYP.SAAIE SIZE!S RAFTER
2x4,TYP.
2x6,lYP.,OR UATCH
r/CEIUNG JOIST,
SHATTER PROOF ENCLOSURE
$�ntAiar
OM')(OVER MASTIC
2 x FRAAIING
JACCUZI DETAIL R JACCUZI DETAIL
1� SCALE: 1-1/2"=1�-0" DT-19 v SCALE: 1-1/2�=1'-0� DT-20
I��
cEiur�c�oisrs
3/8'PARf1CLE BOARD
\ ` INTERIOR FlNISH
�--IAILCOR EDGE 4 SIDES
3 ATTIC ACCESS DETAIL
SCALE: 1-i/2"=1'-0" DT-17
� �� �
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`F' SCALE: 1/2"=1'-0"
'ENING TO 4'-0�
'ENING OVER 4'-0�
OPENING
R LINE
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SCALE: 1/4"=1'-0'AT FULL SIZE
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SIFFT H0.
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a sans
QUANTITY BOTANICAL AND COMMON NAME SIZE
SHRUBS:
DIOSMA REEVESII-BREATH OF HEAVEN SGC
RAPHIOLEPIS'BALLERINA'-PINK INDIA HAWTHORN 5GC
GROUND COVERS:
AS REQUIRED GAZANIA UNIFLORA(WHITE)-AFRICAN DAISY
AS REQUIRED VINCA MINOR-DWARF PERIWINKLE
LEGEND:
� GAZANIA AREAS 12"O.C.
VINCA AREAS 12"O.C.
W W DROUGHT RESISTANT FESCUE TURF SOD
W W
/�
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_/
� PROPOSED 5-GALLON CONTAINER SHRUE
12" TREE
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A�CALDE ROAD
CONSTRUCT CONCRETE
DRIVEWAY PER CITY OF
CUPERTINO STANDARD
DETAILS
CONSTRUCT CURB AND
GUTTER PER CITY OF
CUPERTINO STANDARD
DETAILS
� P R 0 P 0 S E D L A N D S C A P I N G P L A N
SCALE:1�=10�-0"
PROPOSED A.C.PAVEMENT
MATCH LONGITUDINAL AND
TRANSVERSE SLOPE WITH
EXISTiNG
RELOCATE EXISTING WATER
METERS TO NEW LOCATION
AS INDICATED ON THIS SHEET
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SETBACKS-
FIRST_ STCZRY:
REQUIRED PROPOSED
SEC�ND STORY:
REQUIRED
FRONT (N) YARD SETBACK 25 FEET
RIGHT (E) SIDE SETBACK 13 FEET
LEFT W SIDE SETBACK ��2 FEET
REAR S YARD SETBACK 25 FEET
PROPOSED
25 FEET
49.33 FEET
24.58 FEET
25 FEET
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