DIR-2013-19b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Council members
Chairman and Planning Commissioners
,
From: Aarti Shrivastava, Director of Community Development _ j..�
�___ _
Prepared by: Stephen Rose, Associate Planner, Planning Division �, �
6� -
Date: August 12, 2013
Subject: Director's Minor Modification (DIR-2013-19) to allow the installation of a basketball half court
and associated site improvements at an existing office park (Results Way) and a
Tree Removal Permit (TR-2013-33) to allow the removal and replacement of four Camphor
trees to accommodate the construction of a basketball court and associated site improvements
at an existing office park(Results Way).
Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of
minor changes in a project. The Directar reports his decision to the City Council and
Planning Commission in time to allow an appeal of the decision within fourteen calendar
days.
DISCUSSION
David Schaefer, with XL Construction, proposes to upgrade an existing patio and landscaping area to
create a more active space for office employees to play and watch basketball.
Location
The project site is located at the east patio of the existing Apple office buildings at 14 Results Way,
bounded by Union Pacific Railroad tracks to the east, a parking lot and Results Way to the south, and
office buildings and parking lots to the north and west.
DIR-2013-19, TR-2013-33 16 Results Way August 12,2013
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Site Location Map
Site Improvements
Construction is to include a new concrete slab and an extended hardscape for north access buildings
between the building 15 loading dock and the patio, new ipe wood wrapped concrete benches, a rubber
half-court complete with basketball pole and hoop, and a new metal grid fence.
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DIR-2013-19,TR-2013-33 16 Results Way August 12,2013
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. . . 7 ISECTION-EASf PAMI-WS
�1
Landscaping
The plans call for the removal of two redwood trees (previously approved for removal as part of TR-
2011-42) and an additional four camphor trees ranging in diameter from 2" to 4" which are being
processed by the associated TR-2013-33. Replacement planting includes two oak trees and two 24" box
redwood trees to infill gaps in the evergreen screen and to fit into the existing groves.
ViSib111ti,
Interior to the office park, and obscured by fencing, the proposed basketball court and associated site
improvements are not anticipated to result in a noticeable impact to the general public.
ACTION
In accordance with Cupertino Municipal Code Section 19.164, the Director of Community Development
deems the modification minor and approves the modification described in the plan set titled: "APPLE
RESULTS WAY CUPERTINO, CA 95014" prepared by Studios architecture, and consisting of five (5)
sheets labeled A0.01, A1.01, A2.01 and A7.01 last revised 06/17/13 and stamped as received 6/17/2013,
except as may be modified by the conditions enumerated below.
1) ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the first page of
the building plans.
2) BUILDING PERMIT REQUIRED
This approval does not constitute building permit approval; a separate building permit is
required.
3) 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
3
DIR-2013-19,TR-2013-33 16 Results Way August 12,2013
footage, any relevant easements and/or construction records. Any misrepresentation of any
property data may invalidate this approval and require additional review.
4) TREE RELACEMENTS
The applicant is required to plant at least two 24-inch oak, and two 24-inch redwood trees in
accordance with the Protected Tree Ordinance and approved tree replacement plan.
Modifications to the tree species and location may be made to the approved replacement planting
plan pending staff approval. The replacement trees shall be planted prior to buildin�final.
5) 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.
6) INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its
City Council, its officers, employees and agents (the "indemnified parties") from and against any
claim, action, or proceeding brought by a third party against the indemnified parties and the
applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby
for the project, including (without limitation) reimbursing the City its actual attorneys' fees and
costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any
such action with attorneys of its choice.
7) NOTICE OF FEES,DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code
Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of
such fees, and a description of the dedications, reservations, and other exactions. You are hereby
further notified that the 90-day approval period in which you may protest these fees, dedications,
reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If
you fail to file a protest within this 90-day period complying with all of the requirements of
Section 66020, you will be legally barred from later challenging such exactions.
This approval is effective August 12, 2013. The fourteen calendar day appeal period will expire on
August 26, 2013. If no appeal is made within the appeal period, the tree(s) may be removed after
Monday, August 26, 2013.
Attachments:
A: Applicant's Basketball Court Letter dated June 4,2013
B:Applicant's Tree Removal Letter dated July 17,2013
C: Plan Set
D: Tree Removal and Replanting Plan stamped as received July 18,2013
G:Planning/PDREPORT/DIRreports/2013/DIR-2013-19 and TR-2013-33.doc
4
� ������ �}o;� Ho��ard Street,Suite 588
San Prc�ncisco,Cr19�.10;�
architecture �1,i,3y� ����
�i5 398 382�fax
w«�w.studiosarchitecttir�.co���
June 4, 2013
City of Cupertino
l030o Torre Avenue
Cupertino,CA 95014
APPLE TI RESULTS WAY BUILDING 16 BASKETBALL COURT
16 RESULTS WAY,CUPERTINO
Permit Number:BZ-#�13050068
Dear Gary;
This letter is to address the scope of work and site enhancements for the Results Way i6 East
Patio New Basketball Court.Additional information can be found under the project description
on Sheet Ao.oi of the submitted architectural drawing set.
Scope of work is limited to the east patio and immediate surrounding landscape and does not
include any interior work,parking lot enhancements or maj or renovation of permeable
surfaces.Demolition to include partial removal of existing retaining walls,removal and
replacement of concrete slab,and removal of three trees for the expansion of the existing patio.
New construction to include new concrete slab and extended hardscape for north access
between building 161oading dock and the patio,new seating walls and benches around the
perimeter,as well as new fence,basketball hoop and pole,and court material for the sport
equipment addition.
Site improvements around the perimeter of the east patio include upgrade to the ground plane
and understory plantings. Small understory western dogwood trees provide canopy and scale
behind proposed bench seating and break-out areas. The ferns,rhododendrons,hydrangeas
and heuchera mix with Manzanita,daisy and ornamental grasses and Red Fescue`no mow'to
form a textural composition appropriate to the amount of sunlight,and redwood context.
Regards,
Stephanie Hallam
Studios Architecture
DIt2 ao�,�-rR
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ABBREVIATIONS
8 Md F.P. Fireproof�in9)
�9� F.R. Fire Retardant PT. Pant
At F.S. FuN S¢e PTD. Painted
Centerline F.T. Fire Tr�ted P.T.D. Paper Towel D'sperxer
� �PY^9ht fT. Foot OR Feet P.T.D./R. Paper Towel Disper�ser 8 Receptacle
0 Daf�irieter �G Foo1�9 P.T.R. PaperTawelReceptade
fF Nwnber or Pound ��' F��9 PTN. Partition
FUT. FuNre
«.F. PW�?�I Feet F.V.C. Fire VaNe Cadnet p.T. Quarry Tile
» Peryendicular GA. Gau9e R. Riser
t Plus or Minus GALV. GaNaryzed RA. Retum Air
fi Pmperty Line G.B. Grab Bar RAD. Radius
G.C. General Contracta R.B. Res'iient Base
ABV. Abo�'e G.O. Garbage Disposal R.C.P. Reflected CeiGng Plan
AIC. AirCon�ltion GEN. General R.D. RaofDrain
ACOUS. Acoustical GFCI Ground FauR Circuit Intertuption ��. R��
AD. Area Drain GFRC Glass Fiber Reinforced Conaete �F. ����
ADA M�ericans WI DisabiRies Act GRG. Glass Reinfirced Gypsum REF. RefigeraMr
ADDL. Addi6onal GL. Glass REINF. ReiMorced
�� ���5�� G.N. General Note REM. Remaining
ADJA. Ad�acent GND. Grand �p. R uied
AF.F. Above finished floor G.R. Guard Ra� RES. R�esi.'Went
AGGR. Aagragate GR. Grade RET. Retaining
AL. Afumhum GYP. Gypsum Board {�y. Revised 1 Revlsion
A.P. Access Pand RFG. Re4rigerator
APPROX. Appro�amate H.B. Hose Bib R�. {����
ANCH. Mchor H.C. Fblbw Cae RGTR. Register
ARCH. Architectural HCP. HandicaPP� RM. Room
�� RND. Round
AUTO Autort�iatic HDBD. rdHa board R.O. Rough Opening
HDR Fleader R.P. Radws Pant
BD. Board HDW. Hardware RWL. Rain Water Leader
BEL. Below HDWD. HardNaod
BLDG. Buldng HT. Hei t S. South
BLK Bbdc H.M. Fbl�Metal SAN. Sanitary
BM. Beam HNDRL. Handrail S.C. Solid Cwe
B.M. Brick Module HOR. Haizantal S.C.D. Seat Cover Dispenser
B.O. Bottom OF H.PT. Hgh Point
BOT. Bottom H.R. Handrail SCHED. Srhedule
BRKT. Brecket HR. Fbur S.D. �ispenser
�� ��9 H.V.AC. Heatirg,Ventia6on,Air Conditior�ng�CT.
�• 8� H.W. Fbt water S.E.D. See Electrical Drawirgs
B.U.R. Buit-�Roofirg S.F.P.D. See Fre Pro[ed'qn Drawings
BSMT. Basement I.D. Inside Diameter/Dimensbn S.F.D. See Fnsh Orawin s
IN. Inch S.F. Square Foot(FeetJ�
S.H. Spm Ider Head
C. Carpet INCAN. Incardescent �{�F. ShelF
CAB. Cabinet INCL. Indudeld)(mg) SHR. Shaver
CAT. Category INFO. Infortnalion SF{T. Sheet
CB. Chalk Board INSUL. Insulation SIM. Similar
CEM. Certient INT. Interia � ��
CER. Ceramic INTER. Intem�ediate SL. Sliding
C.G. Comer Guard INV. Invert S.LD. See Landscape Drawhgs
C.I. Cast Imn
C.I.P. Cast in Place J-BOX Junction Box S.M. Stanchion Module
C.J. Control Jdnt JAN. Janitor S.M.D. See Mechanical Drawings
CLG. Ceif S.N. Sheet Note
CLKG. Cau��g jTT' jo�j S.N.D. Sa�itary Napkn Dispenser
CLO. Cbset S.N.R. Sanihary Naplai Receptade
CLR. Clear KIT. Kttchen S.P.D. See Plumbig Drawings
C.M.U. Conaete Masonry UnR K0. Knackout SP� �don
CNTR. Cointer K.P. Kit:k Plate SQ. u�e
�. �����9 S.S. Sminless Steel
�� ���� L. Length S.S.D. See Structural Drawings
LAB. Labarato
CANF. CoMerence LAM. Laminat ry S.SIC Service Sink
CANSTR. ConsWCiion LAV. Lavatory STA Siabon
CONT. Contlnuaus LG. �ng STC Sound Traremission Ccefiaent
CONTR. Contracta L.F. Lin�rFoot STD. SfandaN
CORR. Cortidor �p�. ��� STL. Steel
STOR. Starape
C R C�oM Rolled �'�' L01N�m S7R. ShucCure
LT. Light STRUCT. Structure
C.T. CeremicTile LT.FIXT. LightFaWre STRL. ShucNral
CTR. Cemer SUSP. Suspend(ed)
CTSK Countersunk M. Meter S.W. SheerWaN
CW. Curtain wall
MM Mflimeter S.Y. Square Yard(s)
DBL. Doude MACH. Machine SYM. Symmetrical
DEPT. Department MAINT. Maintenance SYS System
DETJDTL. Detail MAT. Matenal
D.F. Dnnldng Fountan � Masanry T. Tread
DIA Diameter �. Manmum T-24 Title 24
DIM. Dimension M.D.F. Medium Densily Fber Board T.&G. To�gue and Graove
DISP. Dispenser MECH. Mechaniral T.B. TowelBar
DMT. Dertauntable MEMB. Membrane T.B.D. To Be Detemtined
D.N. Door Note MEP Mechanical,ElecOical,Plumbing T.C. Top of Conaete
DN. Down METJMTI.Metal T.D. ToP of�Dedcl�9)
D.O. Door Operyng MFR. Manufadwer TEL. Te�epnone
D.P. Dimension Pant M.H. MaMole TEMP. Tempered
DR Door MIC. Miaowave TERR. Tertaaa
DRN. Dran MID. Middle TH. Thick
pg, p�� MIN. MiNmum T.O. Top Of
D.W. Dishwasher MIRR. Mirtor T.O.C. Top of Curb
DWG. Drav�ing MISC. Miscellaneaus T.O.CONC.TopMConaete
DWGS. Drawings M.O. Masonry Opening T.O.P. Top of Parapet
pyyR, p�� MTD. Mounted T.O.PL. Top M Plate
MUL. MuYbn T.O.S. Top of Slab
E. East T.O.STL. Top of Steel
/F, ���9 N, ry��ry T.O.W. Top of Waq
� � �N� ry�y T.P.D. Toiet Paper Discenser
E.I.F.S. Ezterior Insula6on Fnish System �C. Not In Contrad T.P.H. Toilet Paper Hofder
E.J. E�ansion Jont N.I.B.P. Not In 8id Package T.V. Televisbn
EL. Elevatbn N0. Number T.W. Top of WaN
ELEC. Electrical NOM. Naninal TYP. Typical
E ER. Em a�« N.T.S. Not To Scale U.B.C. Uniform BuYding Code
ENCL. Endos�ure OA. OveraN U.C. UnderCouder
ENGR. En heer O.C. On Center U.L. Undervrriters Laboratay
E.P. EI 9ectrical Panelboard O.D. Outside Diameter UNF. Ur�iryshed
EPDM Ethylene Polypmovlene O.F.C.I. Ovmer Fumished Con4actor InstapedU.O.N. Unless Otlieiwise Noted
EQ. �elasfic plast�c flasfiirg) OFD. Overfbw Dran UR. Urinal
qual OFL. OverfbwLeader
EQPT. Equ'ment O.F.0.1. Owner Fumished Owner Irstalled VAR. Varies
ESD E�staOc Dissipatiue �FF � �. Vapor Bartier
E.W.C. Electrical Water Cooler �•H �fi�d VCT. Vinyl Canposihm Tile
EXP. E�ansion OPNG. Opening VEN. Veneer
EXPO. OPP. Opposife VERT. Vertical
EXST. Ez�ting OPP.HD. Opposile Hand VEST. Vestibule
EXT. Exterior 0.S8 Oriented Strand 8oard V.I.F. Verify in Field
OVHD. Werhead VOL. Vdume
F. F�� OZ. Ounce V.P. Vencer Plaster
FA. Fire Alarm �'�1SI Open Web Steel Joist
F.D. Fbor Drain OR Fire Damper W West OR Width
FND. Foundation P. Paint W/ W�
F.E. Fire Extinguisher PAV. Paving W.B. ���b
F.E.C. Fire 6Nngusher Cabinet P•C. Precast Conaete WC Water Goset
F.H. Flat HeadOR Ful Height ��. �elpendicWar W.C. Wall Covering
F.H.C. Frce Fbse Cabinet P•G. ant Grade �� W�
FIN. Fin'sh PL Plate WDW Wndow
FIXT. FDcture P.LAM. PlasOc Laminate W.F. Wood Fboring
FLJFLR. Fbor PLAS. P�ester W.H. Water Heater
FLASH. FlasMng PLYWD. PNwoodg W/0 Witlwut
FM OR. Factory Mutual POLG Pdished W.PT. Waic�t
F.0.8. Face of Bu�d'mg P•M. Panel Module WR. Water Resistant
f.O.C. Face of Conaeie PNL. Panel WSCT. Wainscot
F.O.F. Face of Frysh PR P�� � WegM
F.O.S. Face of SNd PRCST. Piecast N1WF Welded Wlre Fabric
GENERAL PROJECT NOTES
1.THE CONTRACT DOCUMENTS INCLUDE THE WORKING DRAWINGS,PROJECT MANUAL,
ADDENDA,MODIFICATIONS,AND THE CONDITIONS OF THE CONSTRUCTION CONTRACT.
2.THE CONTRACT DOCUMENTS ARE THE INSTRUMENTS OF SERVICE AND SHALL REMAIN
THE PROPERTY OF THE ARCHITECT NMETHER THE PROJECT FOR WHICH THEY ARE
PREPARED IS EXECUTED OR NOT.THE CONTRACT DOCUMENTS ARE NOT TO BE USED BV
THE LANDLORD OR TENANT FOR OTHER PROJECTS OR EXTENSIONS TO THE PROJECT NOR
ARE THEY TO BE MODIFIED IN ANY MAMIER WHATSOEVER EXCEPT BV AGREEMENT IN
WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT.
3.THE WORK WILL CONFORM WITH THE RE�UIREMENTS OF THE CALIFORNIA BUILDING
CODE,CURRENT EDITION,AND THE RE�UIREMENTS OF ALL OTHER AGENCIES HAVING
JURISDICTION.
4. "ARCHITECI'MEANS STUDIOS ARCHITECTURE.
5."OWNER"MEANS APPLE,INC.
6.NOT USED
7."FURNISH"MEANS SUPPLY ONLY,FOR OTHERS TO PUT IN PLACE.
8."INSTALL"MEANS SUPPLIED BY OTHERS,TO BE INSTALLED BY CONTRACTOR.
9."PROVIDE"MEANS FURNISH AND INSTALL,COMPLETE AND IN PLACE.'
10."SIMILAR"MEANS COMPARABLE CHARACTERISTICS FOR CONDITIONS NOTED.
CONTRACTOR TO VERIFY DIMENSIONS AND ORIENTATION.
1 t."TYPICAL"MEANS IDENTICAL FOR CONDITIONS NOTED.
12.DO NOT SCALE DR4WINGS,DIMENSIONS GOVERN.VERIFV DIMENSIONS WITH FIEtD
CONDITIONS,If DISCREPANCIES ARE DISCOVERED BETWEEN FlELD CONDITIONS AND
DRAWINGS OR BETWEEN INDIVIDUAL DRAWINGS,CONTACT THE ARCHITECT FOR
RESOLUTION BEFORE PROCEEDING.
13.HORIZONTAL DIMENSIONS INDICATED ARE TO/FROM FINISHED FACE OF CONSTRUCTION,
EXCEPT AS NOTED.
14.VERTICAL DIMENSIONS ARE FROM TOP OF FLOOR SLAB,EXCEPT WHERE NOTED TO 8E
FROM ABOVE FINISHED ROOR,(A.F.F.).
15.DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT UNLESS
NOTED t.
i6.ALL WORK SHALL 8E ERECTED AND INSTALLED PLUMB,LEVEL,SWARE AND TRUE,AND
IN PROPER ALIGNMENT.
17.CUT AND FIT COMPONENTS FOR ALTERATION OF EXISTING WORK AND INSTALLATION OF
NEW WORK.PATCH DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES.
18.PATCH AND REPfUR ALL FIREPROOFING DAMAGED OR REMOVED DURING PERFORMANCE
OF THE WORK.FIREPROOF NEW PENETRATIONS REQUIRED BY THE WORK AND EXISTING
PENETRATIONS IN EXP0.SED PLENUM AREAS.
19. COORDINATE AND PROVIDE APPROPRIATE STRUCTURAL BLOCKINGBACKING AND
REINFORCING IN PARTITIONS BEHIND ALL WALL MOUNTED ITEMS.ALL CONCEALED WOOD TO
BE FIRE TREATED.
Z0. MAKE ALL NECESSARY PROVISIONS FOR ITEMS TO BE FURNISHED OR INSTALLED BY
TENANT.PROVIDE PROTECTION FOR THESE PROVISIONS UNTIL COMPLETION OF THE
PRQIECT.GErER4L CONTRACTOR TO COORDINATE N.I C.ITEMS WITH APPROPRIATE
TRADES.
21. CONTRACTOR SHALL COMPLY WRH ALL BASE BUILDING RE�UIREMENTS AND DESIGN
CRITERIA
71. GENERAL CONTRACTOR SHALL 8E RESPONSIBLE FOR qiECKING CONTRACT
DOCUMENTS,FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AI�CANFIRMING THAT
WORK IS AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION.CLARIFlCATIONS
REGARDING ANY CONFLICTS SHALL BE ACHIEVED PRIOR TO RELATED WORK BEING
STARTED.
23. GENERAL CONTR4CTOR SHALL VERIFY THAT NO CONRICTS EXIST IN LOCATIONS OF
ANY AND ALL MECHANICAL,TELEPHONE,ELECTRICAL,PLUMBING AND SPRII�CLER
EWIPMENT(TO�NCLUDE ALL PRICING,DUCT WORK AND CONDUI�AND THAT ALL REDUIRED
CLEARANCES FOR INSTALLATION APD MAINTENANCE OF ALL ABOVE EQUIPMENT ARE
PROVIDED.WHAT ELEMENTS ARE TO BE EXP0.SED OR CONCEALED SHALL BE DETERMI�D
AND REVIEWED WITH ARCHITECT PRIOR TO CONSTRUCTION PROCEEDING.
24.NOT USED
25.GE�RAL CONTRACTOR IS RESPONSIBLE FOR AND SHALL PROVIDE PROTECTION FOR
ANY EXISTING FINISHES INCLUDING ELEVATORS,LOBBIES,AND CORRIDORS OF THE BASE
BUILDING.
26.NOT USED
27.ALL GLASS AND GLAZING USED IN THIS PR0.1ECT SHALL CONFORM TO REQUIREMENTS
OF CHAPTER 24,1997 UBC AI�q ALL FEDERAL REQUIREMENTS.
28.NOT USED
29.NOT USED
30.CONTR4CTOR TO FOLLOW MANUFACTURER'S RECOMMENDED SPECIFICATIONS AND
INSTALLATION PROCEDURES.IF THESE ARE CONTRARY TO THE CONTRACT DOCUMENTS,
CANTRACTOR SHALL NOTIFY THE ARCHITECT,IN WRITING IMMEDIATELY,TO RESOLVE
DISCREPANCIES PRIOR TO PROCEEDING.
31.EJ�RCISE EXTREME CARE AND PRECAUTION DURING CONSTRUCTION OF THE WORK
TO MINIMIZE DISTURBANCES TO ADJACENT SIRUCTURES AND THEIR OCCUPANTS,
PROPERTY,PUBLIC THOROUGHFARES,ETC.CONTRACTOR SHALL TAKE PRECAUTIONS
AND BE RESPONSIBLE FOR THE SAFETY OF ALL BUILDING OCCUPANTS FROM
CANSTRUCTION PROCEDURES.
32.WITHIN FIVE(5)DAYS FROM CONTRACT DATE,PREPARE 8 SUBMIT AN ESTIMATED
PROGRESS SCHEDULE FOR THE WORK,WITH SU&SCHEDULES OF
RELAIED ACTNITIES WHlqi MAY AFFECT THE PROGRESS.
33.ALl WORK SHALL COMPLY WITH THE APPUCABLE CODES,AMENDMENTS,RUIES,
REGULATIONS,ORDINANCES,LAWS,ORDERS,APPROVALS,ETC.,THAT ARE REQUIRED BY
PUBUC AUTHOPoTIES.IN THE EVENT OF CONFLICT,THE MOST STRINGENT RE�UIREMENTS
SHALL COMPLY.REQUIREMENTS INCLUDE,BUT ARE NOT LIMITED TO THE CURRENT
APPLICABLE EDITIONS OR PUBLICATIONS OF THE FOLLOWING(OR OTHERWISE NOTED):
A.2010 CALIFORNIA BUILDING CODE(CBC)
B.NATIONAL FIRE PROTECTION ASSOCIATION(1997)
C.2010 CALIFORNIA MECHANICAL CODE(CMC)
D.2010 CALIFORNIA PLUMBING CODE(CPC)
E.2004 CALIFORNIA ELECTRICAL CODE(CEC)
F. AMERICAN NATIONAL STANDARDS INSTITUiE
G.CALIFORNIA ENERGY CODE(ENERGY EFFICIENCY STANDARDS)(EES)
H.TITLE 24 AND THE CALIFORNIA STATE BUILDING CODE
I.AMERICANS WITH DISABILITIES ACT
J.LOCAL MUNICIPAL ORDINANCES AND AMENDMENTS TO THE CODES
PROJECT DIRECTORY
CLIENT APPLE INC
SHEETINDD(-GENERAL
�
3�
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� `g�
� �
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�W
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34.ABBREVIATIONS USED IN REfERRING TO STANDARDS THAT APPLY TO THE WORK INCLUDE, w v =_
BUT ARE NOT�CESSARILY LIMITED T0,THE FOLLOWING: 1 INFINITE LOOP � �E��� ,K �S S
CUPERTINO,CA 95014 � a a a
A0.00-PR0.IECT DATA
A.AMERICAN SOCIETV FOR TESTING MATERIALS(ASTM) A0.00 COVER SHEET
B.AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC) PROJECT JONN Rlq(ARD
C.AMERICAN WELDING SOCIETY(AYVS) MANAGER: 10480 RIDGEVIEW COURT A0.01 SHEET INDEX,GENERAL NOTES,ABBREVIATIONS AND PROJECT DATA •
D.AMERICAN CONCRETE INSTITUTE(ACI) CUPERTINO,CA 95014 A0.02 CONSTRUCTION BEST MANAGEMENT
E.AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI) A0.03 ENLARGED PLANS AND ELEVATIONS-B16 MAIN LOBBV RESTROOMS
F.ARqiITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION(AAMA) T'408'9�4'S662
G.ALUMINUM ASSOCIATION,INC.(AA) JRICKARD@/�PPLE.COM
H.CONCRETE REINFORCING STEEL INSTITUTE(CRS1)
I. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS ARCHITECT: STUDIOS ARCHITECTURE
(NqqMM) 405 HOWARD ST.-SUITE 588
J. NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) SAN FRANCISCO,CA 94105
K.NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION(MNMA) STEPHANIE HALLAM
L.WOODWORK INSTITUTE OF CALIFORNIA(WIC) T:415.732.5368
E:SHALLAM�STUDI0.S.COM
COPVRIGHT 02010 by STUDIOS archileclura
S T UDIOS
!OS FIOWMD STREET,SUITE SBB-SAN FRANCISCO,G 91105-415.398.7575
'
16 RESULTS WAY
CUPERTINO,CA 95014
Revision
Number Revision DescripOon Revision Date
35.DETAIL DRAWINGS TAI�PRECEDENCE OVER DRAWINGS OF SMALLER SCALE.SHWLD THE A1.00-SITE PLAN ANDIOR EXISTING CONDITIONSiDEMOLITION PLANS
CONTRACTOR AT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATIONS,OR A A1.01 SITE PLAN AND EGRESS • 1 PLAN CHECK RESPONSE 06/04/2013
DISCREPANCY OR VARIATION BETWEEN DIMENSIONS ON DRAWINGS fWD MEASUREMENTS AT SITE, CONTRACTOR: Xl CONSTRUCTION A1.21 DEMOLITION PLANIEXISTING CONDITIONS-B16 EAST PATIO
OR LACK Of DIMENSIONS OR OTHER INFORMATION,HEISHE SW\LL REPORT AT ONCE TO THE 651 BUCKEYE CT.
ARCHITECT FOR CLARIFICATION MD SHALL NOT PROCEED WITH THE WORK AFFECTED UNTiI MILP4TAS,CA 95035 p,p,pp_FLOOR PLANS PARTITION PLANS
CLARIFICATION HAS BEEN MADE. CHAMILTON
T:G08.5922046 A2.01 FLOOR PLAN-B16 EAST PATIO
36.THE FINISHED WORK SHALL BE FIRM,WELL ANCHORED,IN TRUE ALIGNMENT,PLUMB,LEVEL, E:CHAMILTON d�(LCONSTRUCTION.COM
WITH SMOOTH,CLEAN,UNIFORM APPEARANCE WITHOUT WAVES,DISTORTIONS,HOLES,MARKS, A7.00-ELEVATIONS(1l8"SCALE)$SECTIONS
CRACKS,STAINS,OR DISCOLORATION.JOINTING SHALL BE TIGIiT FITTING,NEAT AND WELL Qi A7.01 SECTIONS AND DETPJLS
SCRIBED.THE FINISH WORK SHALL NOT HAVE EXPOSED UNSIGHTLY ANCHORS OR FASTENERS MA
SHNl NOT PRESENT HAZARDWS,UNSAFE CORNERS.ALL WORK SHALL HAVE THE PROVISION FOFt PROJ ECT DESCRIPTION
EXPANSION CIXJTRACTION,AND SHRINKAGE AS NECESSARY TO PREVENT CRACKS,BUCKLING AND
WARPING DUE TO TEMPERATURE AND HUMIDITY CONDITIONS.
37.ATTACHMENTS,CONNECTIONS,OR FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND SCOPE OF WORK LIMITED TO EAST PATIO RENOVATION,
PERMANENTLY SECURED IN CONFORMANCE WITH BEST PRACTICE AND THE CONTRACTOR IS INCLUDING REMOVAL OF RETAINING WALLS,(E)SLAB,AND
RESPONSIBLE FOR IMPROVING THEM ACCORDING TO TFESE CONDITIONS.THE DRAWINGS SHOW TM�E TREES.ADDITION OF(N)SlAB,SEATING,FENCE AND
ONLY SPECIAL CONDITIONS TO ASSIST THE CONTRACTOR:THEY DO NOT ILLUSTRATE EVERY �SKETBALL GOAL,FINISHES AND LAt�SCAPING.
SUCH CONDITION AND DETAIL.
SITE IMPROVEMENTS INCLUDE HAR0.SCAPE EXPANSION ON
38.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DIMENSIONS ArD ELEVATIONS AT NORTH SIDE FOR ACCESS FROM LOADING DOCK AREA,
THE SITE.THE CONTR4CTOR AND SUB-CONTRACTORS SFV�LL COORDINATE THE LAVOUT AND ����CONTROL AT WEST SIDE OF RETAINING WALLS,AND
EXACT LOCATION OF ALL PARTITIONING,DOORS,ELECTRICAL/TELEPHONE OUTLETS,LIGHT NEW PLANTING IN(E)PLANTERS AROUND THE PERIMETER OF
SVNTCHES AND THERMOSTATS WITH THE ARCHITECT IN THE FIELD BEFORE PROCEEDING WITH TME BASKETBALL COURT.
CONSTRUCTION.
39.THE CONTR4CTOR SHALL CONTINUOUSLY CHECK ARCHITECTURAL AND STRUCTURAL
CLEARANCES FOR ACCESSIBILITY OF EQUIPMENT AND MECHANICAL AND ELECTRICAL SYSTEMS. �ROJ ECT DATA
CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY MD ALL
MECHANICAL,TELEPHONE,ELECTRICAL,LIGHTING,PLUMBING,AND SPRINiaER EQUIPMENT(TO
INCLUDE ALL PIPING,DUCT WORK AND CO�UI�AND T1iAT ALL RE�UIRED CLEARANCES FOR SITE ADDRESS: 16 RESULTS WAY,
INSTALLATION AND MAINTENANCE OF ABOVE E�UIPMENT ARE PROVIDED.NO ALLOWANCE OF ANY CUPERTINO CA 95014
KIND WILL BE MADE FOR THE CONTRACTOR'S NEGLIGENCE TO NOTE UNFORESEEN MEANS OF
INSTALLING EW IPMENT INTO POSITION INSIDE STRUCTURE. OCCUPANCY: A-3
40. NO WORK DEFECTNE IN CONSTRUCTION OR QUALITY,OR DEFICIENT IN ANY RE�UIREMENTS
OF DRAWINGS AND SPEGFlCATIONS WILL BE ACCEPTABLE IN CONSEDUENCE OF OWNER'S OR PATIO AREA: 4,010 SF
ARCHITECTS FAILURE TO DISCOVER OR TO POINT OUT DEFECTS OR DEFICIENCIES DURING
CONSTRUCTION,NOR WILL PRESENCE OF INSPECTORS ON WORK SITE RELIEVE CONTRACTOR BUILDING AREA(N.I.S.�
FROM RESPONSIBILITY FOR SECURING BUIIDING 16: 2-STORY BUILDING 39,978 SF
QUALITY AND PROGRESS OF WORK AS REQUIRED BY CONTR4CT.DEFECTNE WORK REVEALED FIRST FLOOR 20,138 SF
WITHIN TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH THE SECOND ROOR 19,840 SF
INlENT OF CONTRACT.NO PAYMENT WFiETHER PARTL4L OR FINAL SHALL BE CONSTRUED AS AN
ACCEPTANCE OF�EFECTNE WORK OR IMPROPER MATERIALS.
41. MATERIALS AND WORKMANSHIP SPECIFlE�BY REFERENCE TO NUMBER,SYMBOL TITLE OF A
SPECIFICATION SUCH AS COMMERCIAL STANDARDS,FEDERAL SPECIFICATIONS,TRADE
ASSOCIATION STANDARD,OR OTHER SIMILAR STANDARD,SHALL COMPIY WITH REWIREMENTS IN
LATEST EDITION OR REVISION THEREOF AND WITH ANY AMENDMENT OR SUPPLEMENT THERETO
IEXCEPT SMODA ED HEREIGNNSHALL IHAVE FULL ORCE MID F°�T�TH«;�H�N"T°N°' DEFERRED SUB M ITTALS
CONTRACTDOCUMENTS.
THE FOLLOWING SCOPE OF WORK WILI BE SUBMITTED UNDER
42. CONTRACTOR SHALL ORDER AND SCHEDULE DELNERY OF MATERIALS IN AMPLE TIME TO SEPARATE PERMIT.
AVOID DELAYS IN CONSTRUCTION.IF AN ITEM IS FOUND TO BE UNAVAILABLE,CONTRACTOR SHALL
NOTIFY ARCHITECT IMMEDIATELY TO ALLOW ARCHITECT A REASONABIE AMOUNT OF TIME TO 1. SITE ACCESSIBILITY FOR ENTRANCE AND EGRESS UNDER
SELECT A REASONABLE SU&STIiUTE. PERMIT#12040095
43. IF AT ANY TIME BEFORE COMMENCEMENT OF WORK,OR WRING PROCESS THEREOF,
CONTRACTOR'S METHODS,EQUIPMENT OR APPLU�NCES ARE INEFFICIENT OR INAPPROPRIATE
FOR SECURING QUALITY OF WORK,OR RATE OF PROGRESS INTENDED BY CANTRACT
DOCUMENTS,OWNER MAY ORDER CONTRACTOR TO IMPROVE TFEIR WALITY OR INCREASE
THEIR EFFICIENCY.THIS WILL NOT RELIEVE CONTRACTOR OR HIS SURETIES FROM THEIR
OBLIGATIONS TO SECURE pUALIN OF WORK MD RATE Of PROGRESS SPECIFIED IN CONTRACT.
44.APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWI�R AND.OR CONTRACTOR OF THE
RESPONSIBIIITY FOR THE CORRECTIONS OF MISTHi�S,ERRORS,OR OMISSIONS CONTAINED
THEREIN.IF DURING THE CWRSE OF THE CONSTRUCTION IMPROVEMENTS,PUBLIC INTEREST
REWIRES A MODIFICATION OFIOR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION
OR THESE IMPROVEMENT PLANS,THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE
SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE 0
COMPLETED,AT THE SOLE EXPENSE OF THE OWNER ANDIOR CONTRACTOR.
45.CONTACT PUBL�C WORKS,(408)7773104,FOR INSPECTION OF GRADING,STORM DRAINAGE,
AND PUBLIC IMPROVMENTS.
46.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
47.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO
THE WORK IS LEFT IN A CLEAN CONDITION.
48.CONTRACTOR SHALL REVIEW CITY DE7AIL 6d ON TREE PROTECTION PRIOR TO ACCOMPLISING
ANV WORK OR REMOVING ANY TREES.
49.UTILIIE BEST MANAGEMENT PRACTICES(BMP'S),AS REQUIRED BY THE STATE WATER
RESWRCES CONTROL BOARD,FOR ANY ACTMTY,WHICH DISTURBS THE SOIL.
50.A WORK SCHEDULE OF GRADING AND EROSION 8 SEDIMENT CONROL PLAN SHALL BE SYMBOLS
PROBEDED TO THE CITY ENGINEER BY AUGUST 15.NO HILLSIDE GRADING SHALL BE PERFORMED
BETWEEN OCTOBER 1 TO APRIL 15. ELEVATION
A INDICATES DRAWING NUMBER
51.ALL NEW ELECTRICAL SERVICE(POWER,PHONE,ANDIOR CABLE)SHALL BE UNDERGRWNDED. �
8��INDICATES DR4WING NUMBER
52.TO INITIATE THE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL SUBGROUP
INSPECTION. BUILDING SECTION INDICATES SHEET NUMBER
sM INDICATES DR,4lMNG NUMBER
53.ALL DOWNSPOUTS TO BE RELEASED TO THE GRWND SURFACE,DIRECTED AWAY FROM
BUILDIN�FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS.
�ioi
INDICATES SHEET NUMBER
54.PRIOR TO BEGINNING ANY WORK WI7HIN TFE PUBIIC RIGHT OF WAY,THE CONTRACTOR WILL Wq�L SECTfON
BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPT.
�-INDICATES DRAWING NUMBER
�-__
��- --INDICATES SHEET NUMBER
DETAIL KEY
��--INDICATES DRAWING NUMBER
INDICATES SHEET NUMBER
�O INDICATES I�YNOTE
REFERENCE,SEE KEYNOTE
LEGEND
I�����r3 -�q
r... ... - .... .'.. , _. �, _ . �.�5?.
_.. � . � a8����i
-
,
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._.-.__._ _..�..___.. .,....
) _
:, �
� . , r. �
INDICATES DRAWING NUMBER
� INDICATES ORAWING NUMBER
B SUBGROUP
I NAME 8 NUMBER INDICATES SHEET NUMBER
Room
INDICATES ROOM NAME
�p� INDICATES ROOM NUMBER
INDICATES ROOM AREA
NUMBER
INDICATES DOOR NUMBER
INDICATES DOOR SECURITY
INDICATES DOOR HARDWARE
TAG GROUP
� INDICATES PARTIT�ON TYPE
�� INDICATES PARTITION FIRE RATING
STUD SIZE
ADDITIONAL NOTE
ALIGN
TVP.
INDICATES BUILDING
ELEMENT ALIGNMENT
ISSUED FOR: DATE:
PLANNING DEPARTMENT 06.17.2013
PLAN CHECK RESPONSE 06.042013
PERMIT SET 05.072013
75%CONSTR.DOCUMENTS O4292013
DESIGN DEVELOPMENT 04.192013
�'g���''�r
3�'�O��.�c"�
* No.as�s .k
m� R@I.SJ7-13 �
,��F C A\F�P
DAVID SABALVARO LICENSE NO.C-015925
�
SHEET INDEX,
GENERAL NOTES,
ABBREVIATIONS AND
PROJECT DATA
A0.01
PROJECT N0. 11527.01 I
1
u
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N
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BUILDING 16 -�'�a
EXTENT OF AREA OF WORK -�'��
/�i
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'�i
'�i
OCCUPANCY/EXITING LEGEND
� ASSEMBLV
EGRESS ANALYSIS
BUILqNG 18-EAST PAT101 BASKEiBALL CWRT
FLOORIOCCUPANTLOAD-267
EXIT WIDTH REQUIRED:267 x 2= 5,i4'
EXIT 1= 44"
EXIT 2= 61.5"
TOTAL WIDTH PROVIDED: 105.5"
� EXISTING OVERALL SITE PLAN
SCALE: t"=50'-0'
COPVRIGHT m 2010 by STUDIOS arc��ileclure
S T UDIOS
105 MOWPRD STREET.Sl11TE SBB-SAN FRANCISCA,CA 917 05-015.398.7575
/
16 RESULTS WAY
CUPERTINO,CA 95014
Revision
Number Revisian Description Revision Date
1 PLAN CHECK RESPONSE O6/04/2013
.Df�2-�.0��-�9
� �. ,. ` . . .�, ... _ _. s ' '' .s. K�_
�n` .: . . ����.._--J.�� _
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`� . -, .
�___--
3 0&E-EAST PATIO BASKETBALL
SCALE: 1/8'=1'-0'
f 2�
x�
ISSUED FOR: OATE:
PLANNING DEPARTMENT 06.17.2013
PLAN CHECK RESPONSE 06.042013
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