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DIR-2015-15b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council members Chairman and Planning Commissioners From: Gary Chao, Assistant Director of Community Developme Prepared by: Piu Ghosh, AICP, Senior Planner Date: August 4, 2015 Subject: Director's Minor Modification (DIR-2015-15) to allow modifications to a previously approved office building, parking structure and satellite plant as part of Phase 2 of an office, Research and Development Campus located at 10300 and 10435 N. Tantau Avenue. Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The decision is reported to the City Council and Planning Commission in fime to allow an appeal of the decision within fourteen calendar days. BACKGROUND � The City Council approved a 3.4 million square foot office, research and development campus in October 2013 for Apple Inc. The project site is located in the area bound by Homestead Road on the north, N. Tantau Avenue on the east, I-280 to the south, and N. Wolfe Road to the west. While the October 2013 approval permitted the construction of Phase 2 of the campus, the architectural details of this phase was approved on November 13, 2014 at an Administrative Hearing. DISCUSSION Since obtaining entitlements on Phase 2, Apple has been preparing plans to obtain building permits. Due to the size and complexity of the project, minor refinements/changes are being proposed to the parking structure and service yard on Site D (located between Calabazas Creek and I-280 on the east side of N. Tantau Avenue) and the office building on Site C (located between Calabazas Creek and I-280 on the west side of N. Tantau Avenue) Site D—East side of N. Tantau Avenue Parking Structure The parking structure is being modified as follows: Plan&Hei�ht Dimensions ■ Basement building footprint increased in East-West direction from 159'-10" to 160'-2"; DIR-2015-15 Apple Campus 2—Phase 2 Refinements August 4,2015 ■ Basement building footprint reduced in North-South direction from 179'-6" to 165'-8 '"; ■ Structure footprint increased in North-South direction from 254'-6" to 258'-10"; ■ Floor to floor height reduced between Levels 02 to 05 from 11'-6" to 10'-9"resulting in the reduction of the total height of the structure by three (3) feet from 57'-6" to 54'-6". Circulation ■ Direction of vehicular ramp reversed from north side to south side of the garage; ■ Stairs rotated 90-degrees and set back 8 feet from garage fa�ade; and ■ Hallway circulation reconfigured to run along the perimeter of the basement. Location Chan�es ■ Electrical, telecom rooms, mechanical shaft and elevator cores relocated; and ■ Restrooms/showers and bicycle storage from basement to Level 01 (under ramp in center bay of garage) relocated. Parkin ■ Total stall count increased from 620 to 649; and ■ Accessible stalls and EV stalls relocated. Exterior ■ Mesh fa�ade eliminated in compliance with conditions of approval of ASA-2014-08; ■ Final design details for light glare shield to cable rail system along north east corner of garage nearest neighbors prepared per Condition of Approval of ASA-2014-08; and ■ Photovoltaic layout altered to accommodate elevator core and shaft relocations. Satellite Plant and Service Yard The Satellite Plant and Service yard equipment layout has been modified as follows: ■ Chiller room reduced in size from 2,800 sq. ft. to 1,554 sq. ft. and relocated; ■ Cooling towers relocated from the roof level of a previously anticipated two level satellite plant to an at-grade location adjacent to the chiller room; and ■ Location of access gates and walkways etc. identified. At-grade Parkin� The at-grade parking has been modified as follows: ■ Total surface stall count has increased from 158 to 160. Site C— West side of N. Tantau Avenue The office building has been modified as follows: Location Changes ■ Fire Access and berming around the site has been modified to allow for safe access around the building while staying out of the 50-foot riparian buffer as much as possible 2 DIR-2015-15 Apple Campus 2—Phase 2 Refinements August 4,2015 Pa� ■ Total surface stall count has reduced from 75 to 55; and ■ Total basement parking staff count has reduced from 279 to 276. ■ Minor changes to a stairwell on the south-west corner of the building leading from the basement parking to the grade level. Environmental Review The California Environmental Quality Act(CEQA) requires that all State and local governments consider the consequences of projects over which they have discretionary authority. The . Environmental Impact Report (EIR) created as a result of review under CEQA must disclose the significant environmental impacts of the project and, in addition,identify the following: ■ Significant cumulative impacts of the project in combination with past, present and reasonably foreseeable future projects. ■ Mitigation measures and alternatives to reduce these effects; ■ Significant impacts that cannot be avoided; ■ Growth-inducing impacts; and ■ Effects found not to be significant. An EIR was prepared for the Apple Campus 2 project in accordance with the requirements of CEQA. The EIR reviewed the Phase 2 portion of the project based on the building envelopes proposed by Apple and was certified by the City Council on October 15, 2013. A subsequent addendum to the Final EIR analyzed the architectural refinements proposed for Phase 2 of the campus in a memo dated November 4, 2014 prepared by LSA Associates, Inc. The addendum found that the plans prepared for Phase 2 of the project did not require major revisions to the Final EIR. Staff has reviewed the plans proposed with this Minor Modification application against the plans previously approved and finds that the modifications being sought by the applicant are consistent with the plans previously approved. Minor refinements have been made to the square footage of accessory parking uses on the site (less than 1% increase in size) and the height of the structure is reduced by three (3) feet below the plans approved in November 2014. The overall site plan reduces the impervious area and the amount of excavation required to provide parking facilities below what was studied in the Final EIR. Most other changes are interior to the buildings and do not intensify the uses approved for the site/structures. The total amount of parking provided on site does not exceed the total number of stalls approved for the project. The overall proposed changes to the structures do not cause any conflict with setbacks previously established for the site or cause any adverse aestlietic impacts as previously analyzed in the Final EIR. Therefore, the proposed plans would not require major revisions to the Final EIR, due to new or substantially increased significant environmental effects. Furthermore, there have been no substantial changes with respect to the circumstances under which these minor modifications 3 DIR-2015-15 Apple Campus 2—Phase 2 Refinements August 4,2015 would be undertaken that would require major revisions of the Final EIR due to new or substantially increased significant environmental effects, and there has been no discovery of new information of substantial importance that would trigger or require major revisions to the Final EIR due to new or substantially increased significant environmental effects. The certified Final EIR adequately identifies all environmental effects and adequate mitigation measures for the proposed modifications to the previously approved project. Therefore, no subsequent or supplemental EIR is required prior to approval of the minor modifications to the Apple Campus 2 Project described above. ACTION In accordance with Cupertino Municipal Code Section 19.164, the Director of Community Development deems the modifications minor and approves the modifications with the following conditions: 1. APPROVED EXHIBITS This approval is based on the plan set prepared by Foster + Partners, Watry Design Inc., consisting of sixteen (16) sheets labeled P-8.00, P-8.03, P-8.10, P-8.20, G-1.1, A2.0, A2.1, A2.2, A2.5, A2.6, A3.1, A3.2, and A7.2, A11.0, A11.1 and A11.2 except as may be modified by the conditions enumerated below. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans in addition to all previous conditions of approval. 3. BUILDING PERMIT REQUIRED This approval does not constitute building permit approval; a separate building permit is required. 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. Minor errors may be corrected if in compliance with the assumptions and supporting data for this approval, subject to the review and approval of the Director of Community Development. However, misrepresentation of property data that is considered major by the Direetor of Community Development may require additional review by the Planning Commission and/or City Council. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 5. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. ASA-2011-14, DP-2011-04, TR-2011-39, TM-2011-03, U-2011-11, DIR-2014-11, DIR-2014-29 shall be applicable to this approval except as amended. 4 DIR-2015-15 Apple Campus 2—Phase 2 Refinements August 4,2015 6. TREES No trees have been approved for removal with the approval of this permit. 7. PARKING STALLS The applicant shall ensure that no more than 1,140 parking stalls are provided for Sites C and D of Phase 2 of the campus project. 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. INDEMNIFICATION Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the City, its City Council, and its officers, employees and agents (collectively, the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant to attack, set aside, or void this Resolution 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 applicant shall pay such attomeys' fees and costs within 30 days following receipt of invoices from City. Such attorneys' fees and costs shall include amounts paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. 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. This approval is effective August 4, 2015. The fourteen calendar day appeal period will expire . on August 18, 2015. If no appeal is made within the appeal period, building permits may be issued on August 19, 2015. Attachments: Plan Set G:\Planning\PDREPORT\DlRreports\2015\DIR-2015-15.doc 5 � — _ -- --- � ��s 1.Do rrot uak traxngs.Oimensons govem. Pf�RKI�IG STALL SUMMAT(4N Area(Gross Buildinq) BUILDING AREA(NET) OPENNESS CALCULATIONS `A�m�°�`�'°�"'°"'d'°s°°�s"°'°'°°'a""�. 3.A16manmis shal be venfied m vte belore proceeting vntl�die xwk 4.Desi�Mchitect shal6e noufied�in wiang d any Oscrepanaes. Description Count Level Area Perimeter Level Area Comments_ (2013CALIFORNIABUILDINGCODE)406.520PENINGS:FORNATURAL s.a,yamas�naca�edmws�,ee�are�mnma�eane�ndicaevea,y. Level 06 PV 49955 SF 903'-8" level OS 41784 SF INSIDE FACE OF CABLE SYSTEM,EXCLUDE VENTILATION PURPOSES,THE EXTERIOR SIDE OF THE STRUCTURE SHALL Level 01 Level OS 45553 SF 903'-8" RAMP OPEN TO BELOW HAVE UNIFORMLY DISTRIBUTED OPENINGS ON 7W0 OR MORE SIDES.THE Accessible 10 Level 04 49955 SF 903'-8" Level 04 46187 SF INSIDE FACE OF CABLE SYSTEM AREA OF SUCH OPENINGS IN EXTERIOR WALLS ON A TIER MUST BE AT LEAST Van Accessible 3 Level 03 49955 SF 903'-8" Level 03 46187 SF INSIDE FACE OF CABLE SYSTEM 20 PERCENT OF THE TOTAL PERIMETER WALL AREA OF EACH TIER.THE Unistall 45 Level 02 49955 SF 903'-8" Level 02 46187 SF INSIDE FACE OF CABLE SYSTEM AGGREGATE LENGTH OF THE OPENINGS CONSIDERED TO BE PROVIDING NATURAL VENTILATION SHALL CONSTITUTE A MINIMUM OF 40 PERCENT OF THE Carpool 33 Level 01 46049 SF 888'-4" Level 01 44743 SF INSIDE FACE OF CABLE SYSTEM,EXCLUDE PERIMETER OF THE TIER.INTERIOR WALL LINES AND COLUMN LJNES SHALL BE Unistall EV 20 Level 81 26534 SF 651'-8" RESTROOM AREA 8 UNDER RAMP AT LEAST 20 PERCENT OPEN W1TH UNIFORMLY DISTRIBUTED OPENINGS. 111 Grand total 317955 SF Level B1 25297 SF INSIDE FACE OF PERIMETER WALL 250384 SF PERIMETER 904 FT. _._..........................._._..__. _._.......__....._._..__...._._.._............_____.. Level 02 OPEN PERIMETER 829 FT. Unistall118 ----------------_.__....__.__...__._._... __......_____..__-----________.___._.--.------ Unistall EV 20 FLOOR TO FLOOR HEIGHT 10'-9" 138 i RAILING HEIGHT 1'-0" Level 03 i EDGE OF SLAB DEPTH T' Unistall 140 `— -- -- 140 PERIMETER WALLAREA 9,714 S F. `..---___ _ ...._._.___ _._..�._.__. - -_... ..._..._....�_.____ OPEN WALLAREA 7,615 S.F. : Level 04 - Unistall 140 OPEN AREA 78.4%>20/J ; °o >— �--------___.._...--------- ----------------- —• �40 ; PERIMETER WALL LENGTH 904 FT. : ...... _.. _ _. Level 05 OPEN WALL LENGTH 829 FT. : :..............---....._.._...._............-------.............._...................-- ..................._..._........ : Unistall 120 ; OPEN LENGTH% 91.7°/>40% 120 Grand total 649 � 1 2 3 4 5 6 7 8 9 10 11 �i, i 24 9" 22-3 22'_3" 22'_3„ 22'_3" 22,_3" 223" 22 3 22,_3" 24'_� � 1 H 1'--— "�_..� ..._....� ....___ __._—__.�,...�.. _..�......__ -«�,.�...—�...._�_._. ..._...�`.�.....—.....�..�....—....._,,�_...:__ ......_:�7._ m m..�1'— — �/ I .: E I I I I I , . - , <: � � �. . � . . OlA9R015 PLAN CHECK RESPONSE ANJ ,ti Leve166PV _ oa,asrzo�s isumFoaauNa+Ecac r.rrr ,� � � � � � azmrzo�s cooaoir�nnoNs�r rrri . . � I ��. � I -... ��.I �� I � � �� I I . � I ��.:I � 11J17/1014 100%DESIGNDE�.'F10PtiEM M1NJ _ t��.. ::->,.., � ��.__....._..—'��'� '.�_._.._ •, � �. . �. : . . ; . ', � . �.a I � Rev. Dae Peason Ftt Issia ChY, i i ..._I........ -. �' . , : ....... . �. � � i : ' KeY%an a, � : I; I I I I I , � I I rl a, 0 � � . . . . ...�� ` : �.. : _ ` ..,. : : . � ............:... ... . ....I ; I. I I I � I I � I I Level OS _ � I ,,..a-'^°^s .�I� I �, . �� ; �z�3_g _ ,.,. ; � . � 1� � : , � ; I I 1 I I � I I� F: ��.` . � 'i�_ ..�—{� ..._.— ---f ....:::...: :;� ..,T---'.....,�^-^^ "".-�:.:.��..._.....""�_....:�—:;:} .. ........�—'�— �i— — I6 S I I .:I k '_"_"_"._' � N � � I� I �I I I : I I I ,�1 I sI , � � �� , ; , , i �: � , � � � ': � ' � � i � ' Foster+Partners o _i � o �.� ` . . � �maen��;. , � . � � ,.axw Leve104 �.:.. u�i i i ... .. si , � w»..°�'�'.'n�.r.ar, aco.i«.v.ro�....n.. �2�3. 0,-—— ��"t Ii I I I I I I I I � iI ' i -- ---- � ' ', ' ' I � WATRY DESEGN,IN� ; ��w,.�.4�.p � , i`, i i i i i i i �i i �,��.f.,�. � � � 1 12 CABLE RAIL � ..r n�.�n ...,..s....... ,M.�,., � ! AGGREGATE OF CABLES � 'r�''— ,--�—— — � � . � �- .:: .....� — �`— — _._ . ASSUME=12" I; � � I 1 I ' ( I _:. �1 I i I ' � � � I �192�-03 __ I i I: ,I I I � : I . I � �. I ;� ; � Stamp i� .. � ..—.— ._�._._.. � ��;.��:::::::. ,...:.� ..::. . � ��SED ARCy�r N '.; I; t I I I I I I ! I ;I � .>��E��E WF,yo F�r G �F o , � 1 � .� ..I.�. Na.2506G `. FxR'�a31•17 ; I' I I: I ` I . I i i I I I fi : W�" �. . . �� . ��, l�rF OF CA��F��N\P ��Le�_ve�102 � .: � � ; �'181-6 /n�_ tl --- -_ —,--_._..:._.... ._ : .._ .. _ .:._ ._ ._— _. —_ m�... ..{ � _ � _ . . .... _ I ' —._.._.---- v :� z4�-9 2z,_3�� 22'_3�� 22'3' �22�_3�� 22�_3�� 22,3�� 22,3�� 22 3� �`� 24�_9�� ; App � �C. le I �— -�—�� i m ;i: I : Apple Campus 2 ; � ��`�'j�f�' Phase 2 Level 01 y'�'" `', y�,j � ,w �� :•r ,:..r. p Tantau 10 .�,�o, o�� j a 4"`� -� � '`�• � , `� '.,'} ��'�,�.-.: Parking Structure —— :� � �.. . !ti: .. ,.�....�,.�.,..� �J � . . .._ _ ,�+r:,'� ru� ; I � `- - . CODE DATA SHEET • ti.,�t b��9}y3�.�'e�4 k� � QPEN PERIMETER LENGTH �N.>. +..esfrwv,Ur � OPEN AREA SECTION 2 OPENNESS PLAN :�� `�z":: � 's�`�,�. �"��o a G1.2 1/4"=1._0" G1.2 1/16"=1'-0„ PiqectNo. Date ScaleatARCHE15ize � I N��091 07/09/15 As�ndicated � �_ — - _ G1.2 00 � I � . -- - �� 1.Do no1 scab dravings.Dimensms govem. 2 AI 6mensims m in feet and izhes unkss roled aNervnm. 3.A1 timenaons shal be uenfied on ste 6elare pmceedng wlh Me work d.Fosbr�Pxmers shal ha nooAed n vmang ol arry dsaepar.+es. 5.My aeas indcabd m tivs shm�ae apponmab and indcaBve mN. � 2 3 3.9 4 4.2 4.3 5 5.3 6 6.4 7 7.2 8 8.1 8.2 8.3 8.4 9 10 11 2 � I I A3.4 I A3.41 16��_8�� I I I I I T_9�� 24�_9� 24�_9�� 4'-9" 24 9�� 24�_9�� 2_9�� _9�� 10" 7,_9�� ZZ,_3„ I I I �g,_�� 9� „ 15'-8" 12'-4�. 12�_5�� 7'-1"� 17,_8,� ��,$„�� Z._T� ��_9�� 10,� I � ,�,� 1'-10" 2'� 11" �� . I 4 4 10' I I I STAIR#z A8.3 { 1 1: tl f2 i l II ,I 4 .. I l . I i f: I 1 �::..:: I 5� I ; qg� �'fAtR#1 I TENANT IMPROVEMENT ROOMS AND WA�LS ° --- - � ' SHOWN BACKDROP FOR REFERENCE ONLY _� I I (i I I ixoe I I � � HALLWAY � � -�� - �� 1� � -I- �- � ______ _ � �_ . --� ,, I I -- __ S FOR DETAILEO LAYOUT AND SCOPE _ _ _ _ SEE TI SHEET o �� , ._ 0 '�� , _ , I �:��,,� }{...� :. _...... _ � �.ENrnn t r.� f � �'�y m ,; B120 � � � ; , , . . ; � � � _ l_ � FY �� , ; � � , ; � �� g�2z �. � � i A.2 - - - � - -- - �� N OT E S 1 Do rwt srale traMngs Dimenaons govem. 2 A16mansmc ae�in ket aid irxt�as unless nored oiherniu. 3.AldmensansstWhevenAedmsbbefaeproceedngwlhViewark 4.Fostx*Pa�mers shaY be iwofied n umi�g of any dsaeqancies. 1. GENERAL SYMBOLAND WALL TYPE INDEX IS ON SHEET(T0.1).FOR RATED WALLS,SEE s.nny�:��d«�ws��o��e��awo�,N. ENLARGED PLANS,NPICAL � 2 3 4 rJ 6 7 $ 9 10 �� 2. FOR STEEL BOLLARDS(SB),SEE DETAIL (4/A6.2) 2 � 3. PROVIDE PROTECTION PLATES AT ALL PIPES AND RISERS SUBJECT TO CAR IMPACT,PER 25'-0" DETAIL (3/A6.2) I I I I I ZSZJ_�� I I i I 4. FOR GRAPHICS AND SIGNAGE NOT SHONM HERE,SEE GRAPHICS DRAWINGS(N.I.C.). 27'-5" 24'-9" 24'-9' 24'-9" 24'-9" 24'-9" 24'-9" 24'-9" 24'-9" 27'-5" 5. FOR DETAILED RELATIONSHIP OF COLUMNS 8 SHEAR WALLS TO GRID,SEE COLUMN ADA STALL 'V'INDICATE VAN ACCESSIBL STALL SCHEDU�E 8 SHEAR WALL DETAILS ON SHEETS STRUCTURAL SHEETS I I I �y �SIGN,TYP.,SEE I I I I I I � 6. FOR DOOR SCHEDULE 8 FINISH SCHEDULE.SEE SHEET(A10.1) � SHEET(A6,1) 2 2 7. NOTE: ALL GRADES ARE RELATIVE TO ESTABLJSHED A5.1 STAIR#2 � A9' A3.2 AS� � S�AIR#1 DATUM SEE DRAINAGE DRAWINGS TYPICAL A8.3 ':# A8�1 EL=170'AS SHOWN IN C�VIL SHEETS ' 8. FOR CROSS HATCH PAINT STRIPING SEE DETAIL (10/A6.1) � ' e ,� -- ,� , ,� - � ,, M FHV ' � 9. PAINT STRIPING IS TO BE 1'-0"AWAY FROM ALL CURBS,WALLS AND COLUMNS,TYPICAL. ( � � t « ;-f I,�FHV ' I �� fi=' �f� � : � f' SEE DETAIL /A6 R TYPICAL ILLUSTRATION. •�: �� :: �- ; I , sin �, �... .. I I� �. `�'�,I I i � - -�------ �� , � �,� �_ � { (17 .1)FO S7AIR.1 � ; � � �"' � p.'''� �,U� � � ¢ � � � 10. ACCESSIBLE STALLS: 9'-0"x 18.-0.• -: � 1 , I � : � ' :{ I , �� ' �.,I`�`" �: V �: . V �'I t � �i � t .� �: UNI-STALLS: 8'.6"x 18.-0., � ; � � ..:' �.;, �� .�. - ;nwa�> � � � � w� "�"°��: � ��' ._: [�; � (=?J n e�«a: .�i �'�`,��! `++�� i � „� � ¢ -�. {m.a,;�e..n 1 �o.ox u.na i�F s �; � ' � � ' -0" 9'-0" '-0" -4Y" �'-0" � 6 SFAl.LS 8�6'-51.�Q' q'�'''�: 11. FOR ARROW AND TEXT TEMPLATES,SEE SHEET(A6.1) . 4 STALLS .8'-6 3A=0'• 8 8�� 9�, ,_p, 9,_��. 9, ,�� 9�_0„ _0„ � 1 11.� � : �`I l 6 I I r I I d'�,'��'' I `I ._f � �' �2. WHEN PARKING STALLS ARE BEN/EEN COLUMNS,EITHER: I 1'-T' , : 9� ��'; 1'J"` ,. 4'. TOR#1 � ` A. THE STALLS ARE EQUALLY SPACED BETWEEN THE COLUMNS AT THE `° . ,. . . A4.2 . .. r�„ � :y :. ., E VA. 8�#2, ' , , PRESCRIBED ANGLE,OR, ; ;. STA 25�8 "= =''_` _ 8'�" 8'-0" 6'-6" 8 .0?9'-0" '-0" �_0�9'-0" '-0" `9'-0" 25'3" A8 5 ,?i B. ONE STALL IS TANGENT TO A COLUMN AT THE PRESCRIBED ANGLE AND THE N , ! . �� YV ___ �; ' REMAINING STALLS ALIGN WITH THAT STALL. I -- � � l: � :.�� , _F.E. rios �� ..�m.M9: �1 +�+b,;, � ''v Z ��cia, _ .....-,...�.cG , t '� ' „ �,�, � �I ,,�, : I� I� �,> . _. p='�'.f 1 13. WHEN ADJACENT STALLS ARE NOT PARALLEL TO EACH OTHER,THE BACK CORNER OF ' I [ TELEEpM I � s $��j a �°��i,� � �� -�� " � THE STALLS ARE POSITIONED SO THAT NO ONE STALL EXTENDS THROUGH ANOTHER (� � �"r�' ��' piE.D. �..:� ',�: I � ( Y � y �` �i:l I i STALL'S LEGAL AREA. ;. .. �-�� ( P105 � � �% l�., �: � �a' .��, �� ' � '': � ( A�Q: ` Ai �Ir'�'.� F, �' �' .... . �,��D�. , E_ 2. _�i� �A D. i ��+, 14. FOR TENANT IMPROVEMENT PLAN,SEE TI SHEETS , s'; `�:.:: I a.;: ; {- [; � �•� I;��" '__ F,�--- `" � 9,r �tT B . _ - - - _- - - - - - - - , � -- - - � , _:_..: _.-GID _ ' - - : .y..x - a� r �W+?�h3 •.':��I f . ... V.... � _ _ �:..�� \.:�.:. � � �,.AS.3 : . . ;�,� �.� '.5 I .. ��: .. I � 1028 � BIKE � ��: :�'�. �...::. '.� ...-_ i.�:::- ___ ' d I �.� "� �, i ' " . �. � , ' �� < � ; � I , �. ��oA�E �o ' ':; , , ;>`� : t� LEGEND / ' � . .. . 'CA L�RAIL„TYP., 0 i • 2 ,.,•: . ; F.E.t : . : a I 1,", `d.�'°a '�.�v.� i '( '"'�' 2 / 1 A3 3 � �w neu � I �__,�...: A3.3 ' A3.2 : , ( .� I "7S � I I _Z I WQMEN I� ... 6. ,.. .....-. , 'S��- EL OR � ST LS 8'n6 / � � a . 7 AMP >> I I 5 � a�;. INDICATES INTERNATIONAL SYMBOL OF ACCESSIBILITY. � T T� RE57ROOM�. V LE . .:� ....`i _m m N U U w a ' Plol A3.1 SEE DETAIL(14/A6.1) 2 �fi / � m � , , Z a�I io3 , vim � � 5 �L��,VATDR#3 �� , ', _. � $AfiJG BAR I 2 8'-G•• ,`2'-3 5/16' I 115 TALLS 8'-6"I �rn�2 t 1 A8 7 j f� � / , OVER-�-�� I _�.r 3� . I i I � INDICATES ACCESSIBLE 8 E.V.CHARGING PARKING SIGN. •. � � EN5 r.,F'E � SEEDETAIL ( A6 )( A6 )( A6 ) , -- l . �� 'Q2 �I � io4 M aioi �� i 3 � . � � '' .�.. �` ' B�,�� ' �'(201A6.1) 06!!0/1015 PLANCHECKRESPONSE tiNJ . . . . . �. ' � _� , ' 1 # �:' ' t , I . I I I I - [ I P I i A5.1 INDICATES WHEEL ST , EE DETAI :; � � > ' : . . . .. .�: 9 ., : . . ... :.- �. . . , . I , � � .. . . . ..� .::.>.. �;:,::, ��:��. .�.::�. �, . �; i ��:i i�. i; ��I . 04�962015 ISSI�FORPLANCNECK MrV / � � - - - - °R � � INDICATES FLOOR DRAIN LOCATIO EE DR.4INAGE PLANS 6 ' I e� / � . �. : �. ...�.�.: �,�� 1� ��-.'� ..�:_.....� - .�` _ � ��.,;.^�_ _ ___ _ ___ I _ _ ' ' 07272015 COOft71NATI0N5ET M MN � 1 _ _ ._.. .:, - .__.I �� _ ��.. .. ; " '" _ . ' .' ..- ... � � ' . .T- .�',.�� .':-' s .:::;. .. . . ... -- _.. . �t..-r� �I . . � ..__ .._...: ..�. . Q.,:-.�. . �'., ,......� ;�p._.� ',:: :::�� :�:. �, .�......: I 1RDeason Fa IsvaJaO � ;...... . I wt lLD. � _141D; d I . � I f. �-f" ,ICD� I ;I ,. � :, y �,��.: cnnnce r, ' 13 ' �- � '�s# T ON RAWINGS , , - , Q � r . .r; I e�ecrnicn� ; I ; ;� � ��, �F.R. FIRE RISER,SEE FIRE PROTEC I D . :.. _ _ �v�vm�a ar,� C {n' :_ � ._ . :.. � ...:. �Q�:.,:' �.,t'_..'' I P106 . � � ..A4.1:�. ¢ �,,r Y � �� L.� ._. .... . .. .�.,. '�, : � .�'�, i ' : _ ,..: � ...':;: ...., . �°�':. . (, F.E..-. E , , ; � : ' __ , ; , a � ��;, K�� j �. �,. I . I �j�' ,,,m�,' V°p.:� `.� �f \, , INDICATES STALL STRIPE,FOR STRIPING DETAILS. ,�� .�. ""I`.""";� °.�qd;'', < �':�.,':"'°a �. �'^`'„""°a,y'..o.'# ,�V I'.E. ✓ 7 ..� . �\ SEE SHEET(17/A6.1) / �. :. ; f ..�� :'� FHV rios .I C . ' - �,... . .._. : . : .��, � -. � ' --- _ � \\ , ' ' W -; '- � � �\ �_ INDICATES PARKING DIRECTION ARROWS,FOR STRIPING DETAILS. . _ 6 15 ST LLS 8'-6" 127' ' z,_„ . 2 � _. 4.1 � SEESHEET (1/A6.1) A3.3 . cxiuea ..:: 1 T 1 A3.3 - RooM o' ,� N a .. r � � � � � � � � . , 11 Pllo _ ,..� " 'A52 H:B INDICATES HOSE BIBB,SEE PLUMBING AND FIRE PROTECTION DRA4VINGS. _;.� 0 , , � � ' , . � . � . 1Q STALLS..8'�_85'.7',. iB:TA� �8,-6��s�3�_p,�... 74'.$" i �, • ':,... ..... __. : ,....... _........ .... �, .. , ; � e . _-. ;.. .,. ,..: • � �. +' - INDICATES TRUNCATED DOME STAMPED CONCRETE SEE DETAIL 18/A6.1 . . - ; : ::: �, ��,: ��. ; . �-�;.... �.�:;.. .:�:.�;� ,-�.... .....:. .....:!;�... ,...� .,.t+oa.wa�.�e -a.ee.o +ur�..o ;�.:�.ewsrwxa�aoirn siewa�� i�eoMroa n.w�ei� .+oar:a�a.wu'.:-. ��e . .atoemwn�'�`�'.!;'`._:\ (....,.�::�: , ( I . _._ _ ; N y'°w., a. a _: a .�..v . K +r:.� .a n TOOTH'ISE OCATDION , ,, ; ; � ':_; , �::: 1 ;. ; . 1 , p.;.1 ;;'. � ;l: � : { �>,.R ' � '� . .�1 .,�.r�'r , x...... . � s• a ��.., � ; FOR FUTURE GATE , : , k ; 1:.....; �, ; � , :; , � a. .. . :.;,�....�. o��;.:.: .. ..s ..::�.�•r,.. -�:.`� � � w • ................ .,, , .�...... . ,.. . .. I :` �: r . , ��. >3° : ` ;; t; ,' ` ,,._', ;•.: , ;;:::. • ! ' r. ,�.ai I CONTROL INDICATES FIRE HOSE VALVE SEE FIRE PROTECTION DRAVNNGS )�. , ,.:.'' �::; >:,: ..�. i � . � ,✓ ,i�: :'FHV , , , : °�°Q , ,: �..:. : � ..� EQUIPMENT N • �..' .' ' F-.�.: � ,; � l � ;' � � t �._. :� �:.�/'�,��. �;. ; I. ...:, F R:::.: , ,; t I y ', uoa i : , �i',:'. ,, ...� ,,.- ; i :: ..... . E.�::, . tE:V 'E,V . E�.,-:! ,E.V . E.�/. f , .V. J;:: E.1i-;,4 sE.V. _! r..:::e I � � . __ F.E. FIRE EXTINGUISHER IN CABINET,FOR CONNECTION e .... �,.. -- _ ---� `- - - SEE DETAI ( /A6 ) � _. � - _.. __.._. _. _..... _. __ / _. . __ 6 1 _... .�T __ L 1 . T- �..�,_, ...�. . ^`' �- --' -� - --� ' `� FOR BALANC �$F' Pa tners � 1, � �� s�✓�� t F�� ✓� �� I `- i IMFO.REGARISING o E.V. INDICATES ELECTRIC VEHICLE CHARGING STATIONS (Z/A6.1) F'OStP.0�' f �`�i> �,��p�"�`'r� /. • I I I I I 1 I I I I�� CA.HAZAR4�SIGN$ '�`'0P"' "'°"" "- ... ,�: ao•iu9 ai>�n " _urxxutt+E==. ...iac°c!?�r.....„_u�Y,'nnar€.;_.._....,i�wxnm� , ....: ........ ..... ........ ........ ........................... ............. �..ro�w+�ro.�+•�•ce.-� aco•w.wnw.xin ____._. _.... _._2 _..... _._............... _...................._ ACC.WAR NG SIGN -•� � _.... SEE DET S(12/A6.1 EV STALL SIGN, 813/A6) TYP.,SEE STORM WATER TREATMENT WATRY DESIGN,INC. DETAIL(5/A6.1) '43•� 2 PLANTER,SEE DETAIL(18/54.3) s�w..adw�+. +_,,,� u.»n�.+eo.a,.cwm�,. -�►yt 2 1 A5.2 n„n�.i.... A3.4 A3.4 .xna��n ,„,<,.5,�,..,..,,,M„„ LEVEL 01 PARKING PLAN Z ,�,6��_,�-�� S�amp c�SEO ARCy�TF �� ,�E WENo c�. F� (�P No.250fi6 EzP.OS31-17 (),)w' sr�rF OF CA1.�F��\P Cfent � Apple,Inc. �► ,.'�0�5-,1,..��.,,. ', ,�v: . .. . �. ,�� g , .. ��,." .�,.: .„..�.�_ .�1�.,.,_.,l�i�,�.,�....w ple Campus 2 Y;,��1�,3,- a ' ,� w Phase 2 ��7..... .,iva.svw. Q70Y�MXM� r ,; , �-,r . � Tantau 10 � .,:; -�...�. �'�� •�-�5 C',��' -�� b �� • Parking Structure Tk LEVEL 01 PARKING PLAN 16' 0' 32' 64' � a 0 v Prqect No. Dete Scak eIARCH E1 Size '�' SCALE:1/16"=1�-0�� 13091 05/20115 As indicated � � Nunber Revision � A2.1 00 � � — _ --- � �� ,.oo�oi�o-��.o�,�,�,s��m. N OT E S Z Al6mensims ara in feet aid irches unleu robd otlbrvli:e. 3.A1 dmenaons shal6e venfied on sta 6elora pmceadng wlh Ihe v,n�k 4.Fosix*PaMers shal he noofied n wnong of any duxepazaes. 1. FOR BALANCE OF NOTES AND LEGEND,SEE SHEET(A21) 5.MyaeasiMicabdmthissheNareappmnmatemdinticaovemN. 1 2 3 4 5 6 7 8 9 10 11 I I I I � 258�-10" � I I I I 3,_0„ 27,_5�� 24�_9„ 24,_9„ 24,_9.. 24�_9�� 24�_9„ 24�_9�� Zy,_9., 24,_9,. 27�_5,. 3�_p„ I I I A3.4 � A3.4 I I I I i I 1 2 A3.2 5 A5.1 STAIR 5 EV STALL SI N, 2 Aa� ST IR#1 _ o I I A8�3 I ___ I : I TYP.,SEE I I I I I I � – � DETAIL(5/ .1) A5.1 ___–_ i� �– –—–— I. -= --- - ��# � FHV `� �= t�. �f= �— — ,— �:;:= __– �I –—FHV I-1 : = — _— I I –— fi � � i � � ; � f o� g –. � ; i � ; j �' � � � ' � I �� E ' � �'' �I � .. 1 I � �� ;� N �� fY l p � N N N �� M b Y�� I .. 1 6 STALL 8'�" 22'-2' 12 STAL S 8'�" 22'-7' 6 STALL 8'-6" � �,_g„ ___ _ _____ �,_9„ N I I 4 I I I I I I I I I `O '� 12 STALLS 8'�" 27-4 1 % A4.2 `— o E EVATOR#1&#2 � r � � N � A8.5 I �I I F.E. r:as, I , v � : N � �, � : "� � u , �� I "� 3;�u � . ... s .�, I I I �I � -: ELE[TRl�hl; � � - , � '�: vzos .., �� I I � ;� AE.D. � I , , ,` � A a •i ( N - — =1' � i �D� ¢ i E .i �AD. B „� i ,,� �i � .� �=.i c�� — � —, — — J� —� B — —- _ : , �` — -- - — -- � _ ::— ,_ � - ,, �4 � ..:_ , ::_. .- -:: — �_, \i � a .. o — — — -- � � N i , A5.3 I �� i I I � I � I . I f 1 ( �' I j , 2 3 j � i � u', 2 , � A3.3 F.E. '-1 11/1G' 17 TALLS 8'-6" : 17'STALIS 8'-" A3.3 ;' � :_,e.... <, I I I I I I I - - I A3.2 0� MP �MP 11 3/4" � `�rn� A3.1 5' 2 , � ,.__ �.., `.;� I �STALLS 8'�" r1'-1 11/1 ' I N 117 TALLS 8'�"I 1�p TALI.S 8'-6" � 17'-8 1/4" "� A8.7 ELE #3 � – � � � 1 r i___F.E. � -- � � i: � � � ' 3 ', � �� T4 I I � I I i 1 I . EI) I A5.1 ; � %. � _.�, ,' _ __ � _�; E� R . � - T 04Aol1015 ISSU�FOF2 PUW CFIECK MN ,� /^� \_�� 1', • '— �' . �.._... . . ... _:.:' ."—' .. :...... - _ � _ _ `,� �\_ 01272015 COORDIPIF?IONSET MM .-, . .__ � •: �\ _ :• ��+) — ———— �'; � — � ..... _ .— — — ... _ __ -'�"'� _ _ �T —— 11/11201E 100%DESIGNDEVAOPMENT dMJ .. .......: _.... , � ; i... -�� ....^ ..— �.. �....... �/ i ; . �i ,_ r a-Q; i N _i : , j �— ;� r i— RD�� . I `�;' '� I Rev. Da1e Reason Fa lswa Chk i � I I a i _ � a �'� ��.: T 4: � � ' �. '�{ � � � �:�'. i I��. J KeY P6� . . . � ;i ��.�.: 'i il . i W � , I I FHV 1 '' I ' I I � I = FH� • I I < r' .... �� 24'-11" STALLS B'�'F 17 STAL S 8'-6" �STALLS 8'-6' 24'-11" � �j , ._. _, . - O u 1 ;' _ 1'_5^` 1,_1�" , rn 1'-10"' 1'-S" �J 1 A3.3 � I I I I N j I I I I I I �Z � A3.3 ;'� ; _. ......:-., � _ 3��„ � A52 + 3'-T' I ;� -- -- � � � �,, + ^ .: @ � 29 STAL S 8'�" I i I� i I�', I ,: I I ? I I �I I li I � o' � � L� . . �J .3 I I � i� I � � I �� . �, '—. _ —': —' �� _� =� =�. =� J =� =: - � � �-- - — — � —�i N ' I ... ..... _ _ =I �' _ _'s —.. _, — � _.. — �-_ ._.; _ —� .— � _...,� —.�I = '�, _.:_. --- � ,— — — ——— ——— —— —— O "�-,._ , ' E__ �... ..c�....� ,. , ------–– –f------------t----��-- -------t---� ^–------------j---- -- --- ------- IGHT GLARE LOU ER ----- E � m � I I I � I I PANEL t Foster+Partners , , i_ : . I I I i I I I I I I I in�scP.v�Are�� cw�wra.Ca'xy11. '�e1(AVA)91Gi.YY.1 w.v.qaYnwqyrmvf�nm Ci��la��-VirM+n�0i6 2 A3.1 WATRY DESiGN,tNC. z A5.2 sN,�,..c.�.a ^�� 2 1 n'"'n'uei`,;T.n.�� r– �� A3.4 A3.4 , . ;naam x.n .w.......�..,,.,,.,...� LEVEL 02 PARKING PLAN Z ,�,�._,.�, 5�np �SED ARCh�rF �>��E��E WP,�ci_ � �FA i No.25066 � • - 6R�31-15 I �J,�11^ NP T�TF�F CAUf�� Cfent D I�l��—/� Apple,lnc. - Y, _ . .�. � , .�� . , �� .�.,� � /, -,._ � �+ ....*e,. __ .y"�".. .��...�� Apple Campus 2 z� ;•._ 'y. .a � . .._� .1 .._:... ..a....,��_... Phase 2 �• �:+ `� 3 - 3 f y�j'. �a�• Tantau 10 - . .:_:g`"'U :` ` Parking Structure na� LEVEL 02 PARKING PLAN 16' 0' 32' 64' s a � Piqeci No. Dab Scab atARCH Et S?e SCALE:1/16"=1'-0° 13091 04106/15 1116"=1'-0" � s � _ A2.2 00 � I �� CiBIKl3�NOb6 1.Dorro�scalatra�irgs.Dimensonsgovem. N OT E S 2 A�bme^z°^s are in leat and irkhes unkss noted oNerwse. 3.Atl timensans shal ha venfied m sib before praeeting vnth Ihe work 4.�es�Mchitect shal6e noefied in vnang W my dscreparr,ies. 1. 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W1TH MOUNTING CLIPS � ON THIRD CABLE FROM 1 G: ' I'.,.. ,�:.::I ,'...';','.'.:'�. ..; TOPAND BOTTOM. I,a. � I F:.l �� SPACED 4'o/c . .r i. i. i. i �'.. d. 4,. B ,:.:��.: . �,'� �-.1'.:: - ,:� .{..:. ,; ..'; :...,..., • .' .. : ....., . �...��,.� .... . ,. ;... �.... _ .: . I 4 ' , .. 1.. ,L . ' �' ; 4• �. . . �-- ELEVATION A-A SECTION B-B ; .- -. . �.. � . --_ I • '' , .'. .. � � � � .' • �.1. � ...•� f , ` ,�. . ..; :.... ..�,i i I . : ".', I .I" ,',, SEE DETAIL(7/A7 3)�TE� TERMINATING CONDITION - �, , � —INSTALL FLOATING __ ��_ SPACER PARALLEL TO , COLUMN(VERTICALLY), INTERMEDIATE AT COLUMN NOTE: oa,�srzais ISSU�FOfi PtAN CHECK nMv �.I: " avnrzo�s cooRoirunora ser r�v <4"(102mm)TYP. SEE DETAIL(9/A7.2) FOR KEY PLAN AND SCHEDULE OF CABLE • : J:.,, :,..., �vivm�a 100°bDESIGN�EVBOPMENf r.rr� TURNBUCKLE CONDITION RAILANCHORAGES,SEE DETAIL(16/A7.2) a,�. o:�e Re�F«K� a�k .•. .. .. 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' :: �: p B � p � � �� CONC.SLAB EDGE � F1 (15/A7.3) � I I I.EVELS 02 TO OS LEVELS 02 TO OS �OF LEVELS 01 TO 05 TYP. �rJ L� ht Gla re 3d View S�P � �" � � � F1 :LEVEL 01 ONLY;AT 2 LOCATIONS A7�2 y ENS`E��hiT c �� E,y�F r ,L�A-�� (�P No.25066 � �. �. � :,' Er0.OSJt-15 O e O O I H�' (,��. �-- --- - W.....>>. -�--o---$— .�......_. j -$-- -- ..,�3 Tql P�\P .�::� : ..: :; ; F�F CAUFD � � O O (� B O � ,i 3� .P s ��,� <.. Q < �' � I A7.3 .I � ,� ; APPIe,Inc. N ER EDIATE '\ � �?� .�`� c'�" POST NEAR GRIDS ' �yc .� �.s'" ,�� I AND II x`�� Y � ::� I• I I •I z ^ �"+�� a&� .;s � .�'a' ;ti`kR :o�g�'�C•�g..... ':�:�� :'�r t`�`��z F'°I�`� k ��.:: �:.�v ..:�'��, :��: Apple Campus 2 � QnP. � Q � � � �"� "� �� >b� � Phase 2 �p --- ---e--- --+�- �---e�---$----e-- --�-- -- D�N � � � Tantaul0 u �3 ��'� `� Parking Structure F1 @ LEVEL 01 F1 �LEVEL 01 �,�A�� A,�� ,�J�J Si�� i i LEVELS 01 TO05 i � �' � � � � CABLE RAIL DETAILS F..,. i ` ' . . ,re+^_� . .....R�=-�`..�i.�R�-� ..,..,.. <' ,�; "�'3�'i��R.., ,..... a �6�,�i:,.�:f�' � �lZ a{9�:.t.•W. o 16 CABLE RAIL KEY PLAN �'' ' �P" ? ;' �,+ �`?'=��' �'1 �^ 09i 04/06/15 Asindcated � �... ..o,.. .b,,, e �...'�. �� o A72 NO SCALE rwmber Rev�on �+ A7.2 00 � � — - ��ts — �.DO M[SL3IB d'aM1196.DIIIIBIIflqI59DVB111. z n�an»nsron:are�m feac a�a Ind,es uot9ss�aed onerwsa. 3.PI dmensans sAel he eenfied on sta befae praeadng wtl�tl»xdk 4.Foster+PaMers shal ba ra0fied'n v.rilug of any dsueqaicias. 5.My aeas indcalad m tlrs shcet are approumate a�d inticaCre mly. ;CHAIN LINK GATE `'�' ;' wNERTICAL 6'-0" o � SLATS i� io i SWITCHGEAR � �� - h� O� P ': GENERATOR : �� 10'W.x 11'H.CE�AIN ,�� LINK SW1NG GATE � wNERTICAL SLATS �v �' �(U ,.Y"............ : ��1�� .m .,,. . � ' '�.d. ' : :� . . ..._......��. : . . O CONCRETE -' � WALKWAY '._......_..__.._......._..__: ;� _____.._..__ �DECOMPOSED� ',i _ GRANITE,TYP. —� . O6!l02015 RAN CHE(7.(RESPONSE M1M' � ____ , �� : �; ._:..._.......; ':�.: OSROROIS %ANCHEq(RESPONSE M1NJ , 04A62015 ISSUm FOR%AN CHECK MJI ��. ' 07272015 COORDINATION SET MN ��/ � . ��...........��' :: 11/11/1014 100°,6DESIGNDEVaOPti£Ni A�M! . : _............. ......._..._.......... :: ��. Rev. Date Reasun For hsie Chk �� Key Plan �O � � I i �, �. : :............_..:, ,. ' - -' GENERQTOR ' 11'HI6H CHAIN LINK � ._._._.. I i FENCEwNERTICAL � SLATS,IYP. ,<.. LIGHT POLE,TYP. I I I -- N � , . . � . ` - � ,- .'� ...,,, �: � , -.,� ... �,.--............._................�: � �SERVICE . .. , '� ROADWAY.� , .�; '; , , F ter+Partners , ; , ��,� �.,�u i .._....".."..... :: CYA�'Ufl�5'n# �DECOMPOSED-� �.e.��ro:.�,.�,mT nFo.�..-P,��...�,. Y1 GRANITE,TYP. 'Y2 � ; , ❑ ❑,. WATRY DESIGN,INC. . 5._�� 1 —-----—------ -—� A11.1 s�»..c«�. +—� YA — � w.,�Ao.�.��,. —•�� CONCRETE ��'T"'"� � �' WALKWAY � � . ...,...�v..... ..,.« I I � x�.a�.m� � i I � I� I � I r 30 YARD � ❑ I � COMPACTOR � �-�� I I s�p FUSE I ` DISCONNECT � � ❑ G��SED�RCy�TF ;', � /',� COOLING J��E WF,y�c�, ,::.... ,,;,,, � �� DECOMPOSED I CHILLER I TOWERS F ,p GRANITE,TYP. Rooen No.25066 10 YARD Pllo � &R 05r�31,•'17 COMPACTOR � I W I CONRETE DRIVE � � T�IF�F CAl1F��P ACCESS � I i I ckrrc I I � � Apple,Inc. 6'W.x 11'H.CHAIN 10'-4" I � I IJNK SW1NG GATE � � � .............. . ......... 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O6/l02015 PI.ANCHEq(RESPONSE tiMl MECHANICAL w i osaoao�s PLANCHEp(RESPONSE tinv ;� EQUIPMENT,TYP. ROOF 8 5 �., SEE MECHANICAL 5 5 I I I 5 5 I 5 avt7rza�5 coormirwnora s�ECK �n�nx+ OVERFLOW DRAIN A11.2 ' A11.2 A11.2 � A11.2 � A11.2 r _---------- A11.2 iv�arzo�a 100%DESIGNDEVaOPhEN� r.rri I I I SLOPE DOWN � -� I I I 1/4"PER FOOT R�. Data ReasonFa Issue rnk � I I I i LL___________-_� ROO DRAIN _ LINE h�o�, ' I I I ROOF PARAPET, � � .; �';: �' ----------------------- ------------ TYP. I O Ii OVERF�OW LJNE � I I ' I �- --------------�- W I� I �� iioo I I I I a � SLOPE DOWN I� I I I � � � 1/4"PER FOOT �I - � CHILLER � � � I � I C.M.U.PILASTER, � R�M � � ROOF RIDGE // � c� - 11 �� TYP. I auo � � i� � �I co CHILLER I I I � ROOF MEMBRANE, I� ------------ TYP. � � ,�. ROOM :,.,' .�. ,. � PS30 '' ��'� ----------------------- ' - N �� O I 1,554 SF. 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' � ; i i i . �Mh;,.�.�.w i i i _ ---________- A�„�.�.. � , ' � i i s�o�e oovvN i �' �� OVERFLOW """'"'"" I I I � ��9------ 1/4'_PERFOOT_� UNE ».inc+m� ,„„.,P„,...,,„„„,,, I I I SLOPEDOWNy - - --- � I I I 1/4"PER FOOT ROOF DRAIN I I I �� LINE ! ----------------------- ------------ ` I� �I I I I �O �I I I I p� �I O ERHEAD � I I a"� I� s�p �� R LLING DOOR I I I � �a I� sEo AR�y� TM "________'� I I I �r �I �`��,�E W E TF C�, �----------------- ----- I I I ,; �,z,E ��l�P � � � I I I II I Na.25066 Fxp.OS31•17 YB _ ;, ;� YB --- YB (�Jw 4'-8" 8'-0"R.O. 5'-4" 8'-0"R.O. 4'-8" I� �I �CONNECT TO r�lF OF CAUF��P � STORM DRAIN 6 cixa � � � A11.2 Appie,Inc. A11.2 6 A11.2 6 A11.2 A11.2 A11.2 pie Campus 2 Phase 2 Tantau 1 n Parking Structure n� SERVICE YARD-PLANS CHILLER BUILDING CHILLER BUILDING CHILLER BUILDING � GROUND FLOOR PLAN Z �2� REFLECTED CEILING PLAN Z 3 ROOF PLAN Z a A11.1 1/4"=1'-0" A11.1 1/4"=1'-0" A11.1 1/4"=1'_0" � Prqect No. Deb Scab atARCH Et Size v 13091 05I20115 1l4"=1'-0" � Numbx Rcwism � A11.1 00 � � � _ -- -- — — ��s 1.�o not scab draxngs.Dimensans govem. Y� Y2 YA Y B 2.AI Arrensms ae in feat and indies unkss iwlad otl�wse. 3.A1 dmensans shal6e uenfied on ate befara proceedng wM ihe�wik � 4.Fos1x«partriers shal be noafied n veniig of aiy 6saepanaes. � I I I S.My aeas iMica�ed on Ms sheet ae approamate and IiWiraove ony. 6 A11.2 5 A112 _..... __........-. TOP OF PA 89PE5 h _ __.. .. _. _..... _ _..._... _._...... ..__.... _.__ _._.. . -._ _- _.- _- _..._ _TOP OF.PA 89PE5.� _..- .. __._... .-.._... _.__.-....___-._..........._. .........._.-. �r _ ... TOP OF STEEL TOP OF STEEL _..... ... ... _ _..... ... ............ . ......... . _ 187'-41l2" IST-41/Z'' C.M.U.WALL C.M.U.WALL OVERHEAD ROLLJNG DOOR,TYP. s 0 0 , aHILLER BLDG FFL � __ 171' S�r� _ -.::._ QH LLER BLDG F 6L./t Y , ; 6 ... 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Rev. Dae Reasan Fa Isv;� Uk C.M.U.WALL I C.M.I,�.WALL I K�y�+ -� / I ^ n I � �. � I �'' 0 0 0 - ! � j I IJ ' ` HILLER BLDG FFL CHILLER BLDG FFL _ /� ' 171'_g^� _ .. _... _ _. 171`-6"`r' _..: _ _... _ , ! ' , _ , ; i. '.. _ 5 ; J, :� ,: - --- ----- ,:' A112 A11.2 Foster+Partners ,��,��.dn. ��P1:rG.::A'A`,J�4 .tlµ5)81�lAW wwwbawHnCpshenee^i CFofNr-W�tiroAfa CHILLER BUILDING CHILLER BUILDING __��WEST ELVATION �4� CHILLER BUILDING-NORTH ELEVATION WATRY DESIGN,t�c. ��,.�..�. �s� A11.2 1!4"=1'-lY' A11.2 1/4"=1'-0" �„„x„,A,.tl,.�b,,,. � Murrt.Ten� wxr�Ca4M eam w.r.v s,�.�e�.. a . Y2 Y1 YA YB 6 5 ROOFING MEMBRANE OVER RIGID INSULATION I A��•2 I I A11.2 METALDECK � ... _. ..._......... ......_..........._._..._. __...---..._......... OP OF PARAPET _........._....- ....__..... _.._.........._-.._..._..._----........ _............ _.-..-.............-..-........_.._... .--. _ _-- TOP OF PARAPET stamp _ . _ _... ROOFItJO MEMBRANE...._........ - _.._............-..._.. 189,_5" - - OVER RIGID I 189�5� .,.;. � :, ,.:.:. TOP_OF_STEEL k,. .:. .,n TOP OF STEEL '�gE�ARCHipF •;; ,...,. ,. < .: , >;,.. <,., ; ;:: , ; , <,. ,' 187'-4 1/2"� _.... .. 197'-4 12�r� ��E WE,y��cr � OVERFLOW C.M.U.WALL SCUPPER No.2506s M E T A L D E C K FT R A M I N G S E E OPENING F"P'��";� W STRUCTURALFR.4MING, C.M.U.WALL � STRUCTURAL C.M.U. OVERHEAD �9TFOF�pUFO��P DWGS SEE STRUCTURAL DWGS � TYP.STER, ROLLING DOOR i ' � C.M.U.PILASTER cwvn BEYOND � Apple,If1C. � , �LAB GRADE. C.M.U.WALL -- � � S��ST UCTURAL � SLAB ON GRADE,SEE ' ' �W�S Apple Campus 2 STRUCTURAL DWGS C ILLER BLDG FFL �� CHILLER BIDG FFL. _ •...: ...... ,�i,_6„� _ _. ,.,:, : . __:_. . ,�,._6,,� Phase 2 _ ..._... _ _..._ - _...._ _.._. _ _..__ _ _ _ . : _. _. ....:.... _....: ..,.: _ _.,..-... _ , , , ,.. , _ _ . ....... . _._ ,, . __ ,...._ ' , _ ._ , .. -. _._.. . __. - . ..... _. ..... _;.. ,...... ; ' Pa '. _ ;::: _.. 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SEE SECTOR PLA�IS(A-TO-1210A THROUGH A-T0.1^_15C)FOR MORE DETAILED MFORMATION 1 InflnRs Loo INCLUDIIJG ROOM NAMES.DOOR fJUMBERS.8 PARTITION TVPES P NOWACCESSIBLESTALLS' 321" - Cupatino,CA 95014 T�OB 183-J748 BASEMENT 269 www.applc.com SURFAGE 5'_ ACCESSBLE STALLS PER CBC CHAPTER 118) ArcF+le[I � BASEMENT 7 7 (^_VAN ACCESSIBLE) SURFACE 3 3 (1VANACCESSIBL� N Foster+Partners � SUBTO7AL fur«+�a.,zZ nwta.Roaa � BASEMENT 276 Lmtlm S1N11 MN r.66�012�113E oa55 � SURFACE 55 ww.ra.i«mao.m.rs.em, aFo.i.+a.n..mio Q TOTAL STALLS 337 STALLS" 331 STALLS CoirsJqnt a Z � NON-ACCESSIBLE STALLS INCLUDE SPECIALTY STALLS,SEE BE10W W • THE TOTAL N0.OF S7ALLS REOUIRE�GOR SIiES C8D IS 1140 STALLS.IF 331 STALLS ARE PROVIDED ON SITE D,809 STALLS w1LL NEED TO 8E ACCOMMODATED ON SRE�J U J SPECIALTY STALLS W = EVSTALLS (3%EA.FAqLITn W BASEMENT 9 (3%OfSUBTOTAy 17(6%OFSUBTOTAy � SURfACE 2 (3%OFSUBTOTAL) 5 (9%OFSUBTOTAL) 5�� O U CARPOOLSTALLS 17(5%OFTOTAL) 18 (5%OFTOTAL) = BASEMENT 10 () SURFACE 8 Q 04 O � M a � N C 0 � 7 U W I'I v ��1� Apple Campus 2 Phase 2 .� � ,,,_ _., f s� �� ; :!,�� ;�� ,��°'� �;`�,��.+��..� Tantau Nine � N �' s�'• —�— Office Building-Shell&Core �I� . . ., _.,. _�:.- _._...�r��.._.._.,��....� �3 r�,a • � ;.�.'� . � Level 61 General Arrangement Plan a y. �y ,f` �� ; -•`��y�y, +....�.....�.+.�w y.S 1','� K't.,y��' �-.f�7l• ��1 1:. 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