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DIR-2012-14b CITY OF CUPERTINO 10300 Torre Avenue,Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council Members Chairperson and Planning Commissioners ,, � •r ��i� From: Aarti Shrivastava, Director of Community Developmen� ��'�� Prepared by: George Schroeder, Assistant Planner Date: May 3,2012 Subject: Director's Minor Modification, DIR-2012-14, to allow a below-grade emergency generator with an above-ground, screened,e�chaust stack at an existing office complex located at 10200 South De Anza Boulevard Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION The applicant, Gary Wong, representing Seagate Technology, is requesting a modification to a previously approved Use Permit (U-1996-11) to allow a below-grade emergency generator with an above-ground, enclosed, exhaust stack at the existing Seagate office complex. See below for a site aerial: „��.� �; � .; �_ , � * i � �+ � ��.,d . .. ,� � _'. . ,' Z.� '-' . ' '— .__. _.1�, i�.�� f {".'�.+ y■ _ �j i:,'' .,�� C��C��e �l�T■ '�_ _ , �-e�+� � �`,��. .i .i. R �� - :� �: �� z�.�- '"+�' _�. ?i, .. � `� `r. �_ � � : ��„ * ' :� Park Center ,.�,:. 3.y� s �t. T : .':• ,� � �;�'g I, �; �i ��.1'`� Apartments � �s�' ,� ��. � �� , , �• g� �� , ; 'i ;�,� ,�� -�t �^�' ,�.,� �;'' � ,e� '. 'k: '�. I�3 „� �.�. _ P� .„yan ti � '.� .� �i ,. ;n `•�k�' -, I':� i_° .�"c =. � �} ��' t i .. �#. , i'� ,� �. 7c',��. ; E.�aq �`�p,- I,' d c' -.�' � . . ,SI.1f��Y , a`�.. ' .��_..�..�i .3�++,,,,�t i� �_'��,t�_�.I��,er.—s`�' , -&�• T �`� 'rC,�T ; `. .i5l i I w. � �. .- '.�!f- �� t�� °ti '��' � :1 '��,91--" �+ `� ~ • � � � ._„� Location of '�� ,�.;,��, 245 ft ;.��-�!: . , �� r ; ,�+� � ; �-_ '' screening tc�wer � A �3`�� ' '' .� � �. -� � t 3. C. -;Y�..`S" � 1�� .y ifrl^+.i }� t1 T Fj�f��.:: �` � � f 1, �'0 �t 8�� ti Y�� F Y4 � ��' �� ' I , .� C i' � }�'� ) 7t � N t �"',� �,i� .�. � ;;,.. ,�.a." �a.�i� �a '..�.: �'�� Y � ��"` �+:,�i'3 r. � �2 � ��. , .'�� ?�� .C �}��•� •. �� ' �� r t� �• �� 4.�1� �f ! 11 ..�F �° � L Ilc�' ��c�„'�,4.' � c�, �� `'K"`,�,s �r �"� � -m�` t'� � � `� �� sg� — ,T� Dr l6[ �r`� T 1 apr.�'�'4 :{'�' � �,�%�, i ,�_-�,°- �k.- �`�'.i;.:�' �� •'� ,'��'� I:�ir��i' .�'Hsr � _. . , .�. . } .,� . . ..._ .. _ .. � _ . . . . . . ('a i, �� + aa Displace��ie�1t of Parking Spaces The emergency generator is proposed on the first level of the below-grade parking garage, which will require the removal of six existing parking spaces. According to the original use DIR-2012-14 10200 South De Anza Boulevard Page 2 permit approval for the building (U-1996-11) and a subsequent modification in 1997, the site is required to provide a minimum of 669 parking spaces. There are currently 766 auto parking spaces onsite, and with the removal of six stalls, there would be 760, which still exceeds the required rate. In addition, Seagate has a transportation demand management (TDM) program, including an employee commuter bus and additional offsite parking. Noise Considerations The below-grade generator is to be buffered by an acoustical enclosure designed to minimize noise impacts. Except in the event of an emergency, the generator is to run normal testing once a week for 30 minutes during non-sensitive hours. The project acoustical consultant, Stan Shelly, reviewed the acoustical enclosure design and confirmed that it meets the standards of the Community Noise Control Ordinance (Attachment 1). A condition has been added for the project acoustical consultant to review the final construction plans and as-built construction prior to final inspection to confirm that the ordinance standards are met. Visunl Considerc�tions The generator's above-grade exhaust stack is to be screened from public view by a modern- themed screening tower, approximately 12'5" high. The screening tower is to be located approximately 245 feet from the sidewalk on De Anza Boulevard. The tower will be painted to match the Seagate building and will feature metal reveals and pedestrian-scale lighting. A condition has been added for the applicant to work with staff on its final visual details during the building permit phase. The generator is to be serviced by a wall-mounted fuel fill station on the interior (east) side of the main Seagate building, along the ramp down to the below-grade parking garage. The fill station will be painted to match the building wall. Due to fire rating requirements, the window above the fill station is to be replaced by a fire-rated stucco infill panel, which will be designed to match the existing building wall. Condusion Staff supports the project because it is generally consistent with the original approval and noise and visual impacts have been addressed. The Building Division and Santa Clara County Fire Department reviewed the project and have no objections. Adjacent property owners were also notified and no comments were received. ACTION The Director of Community Development deems the modification minor and approves the project with the following conditions of approval: 1. APPROVED EXHIBITS Approval is based on exhibits titled: "Proposed Emergency Power Generator for Seagate, 10200 South De Anza Boulevard, Cupertino, California," prepared by archespace GWSC, PM Greene Engineers, and Rinne & Peterson Structural Engineers, dated March 8, 2012 with a revision date of April 11, 2012 and consisting of 10 sheets labeled A0.0, A0.1A, A0.1B, A1.00, A1.01, A1.1, A2.1, A3.1, A3.2, and A3.3; except as may be amended by the conditions contained in this resolution. 2. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard DIR-2012-14 10200 South De Anza Boulevard Page 3 to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 3. GENERATOR TESTING Except in the event of an emergency, the generator may only conduct test runs during non- sensitive hours, which is typically between the hours 8am to 8pm on weekdays and 9am to 6pm on weekends. 4. ACOUSTICAL CONSULTANT REVIEW Prior to building permit issuance, the project acoustical consultant shall review the construction plans and confirm that the sound enclosure is in compliance with their recommendations and the Community Noise Control Ordinance (Chapter 10.48). Prior to final inspection, the project acoustical consultant shall be retained to inspect the enclosure and confirm that noise levels are still within the standards of the ordinance. 5. ADDITIONAL MODIFICATIONS TO SCREENING TOWER Prior to building permit issuance, the applicant shall work with staff to make additional design modifications to the exhaust stack screening tower. The design intent is to make the tower look like it is serving a purpose other than screening the exhaust stack. The modifications include,but are not limited to the following: a. Lower lights to a human scale, such as 8 feet above grade. The plans shall demonstrate that there will be no off-site glare from the lights, which typically includes shielding devices and lower lighting intensity. b. Add a signage enhancement or other architectural feature to the screening tower, such as the address numbers, directional signage, etc. 6. 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 of the modification is effective May 3, 2012. The fourteen calendar day appeal period will expire on May 17, 2012. Enclosures: Plan Set Attachment 1. Letter from the project acoustical consultant G:�Planning�PDREPORT�DlRreports�2012�DIR-2012-14.docx Environmental Consulting Services 18488 Prospect Road—Suite 1, Saratoga, CA 95070 Phone: (408) 257-1045 stanshell99�>.toast.net FAX: (408) 257-7235 March 7, 2012 Ms. Levina Visperas archespaceGWSC 620 s. main street-suite 200 Milpitas, CA 95035 Visperas Re: Architectural Drawing Review, Seagate Emergency Generator Installation, De Anza Boulevard, City of Cupertino Dear Ms., I have reviewed the latest version of the architectural drawings for the subject project, dated March 2012,which include a complete double-stud wall generator enclosure, a double-wide acoustic entry door, and an intake air baffle connecting the enclosure to the garage. These architectural design elements, as well as an engine exhaust muffler and a cooling air exhaust muffler, as described in my letter to Greene Engineers of Feb. 7, 2012, are expected to allow the project to meet City noise criteria, also described in the Feb. 7 ECS letter. If I can provide any further information to support this project, please do not hesitate to contact me. S�wh 5��y H. Stanton Shelly Acoustical Consultant Board Certified Member(1982), Institute of Noise Control Engineering �� ITG___ .:n'��„ � �;��ax �� ' ��.t",',�� . *�� 5 �� r' �, .,� as �,�x� � x �: � � �� ea a e 4��.�� . - �e �c ��-� �� PLANNING SUBMITTAL EMERGENCY POWER GENERATOR 10200 S. DE ANZA BLVD. CUPERTINO, CA 95014 VICINITY MAP NTS ,7 �� _� THIS SCOPE OF WORK SHALL CONSIST OF THE INSTALLATION OF A EMERGENtY POWER GENERATOR TO BE LOCATED IN A 800 S.F. ENCLOSURE IOCATED AT THE FiRST SUB-LEVEL OF AN EXISTING,BELOW GRADE,FOUR-STORY PARKING STRUCTURE. INCLUDED IN THIS INSTALLATION Wlll BE THE FOLOWING: A. 800 KW DIESEL GENERATOR B. SC^v GALIOPJ GfESEC SiORAGE iAtJK C. FUEL FILI STATION OUTSIDE OF THE ENCLOSURE D. GENERATOR ELECTRICAL LOAD TEST CABINET E. SOUND REDUCTION DtESEI ENGINE MUFFLER F, SOUND ABSORTIVE HEAT EXHAUST BAFFLING G. SOUND ABSORTIVE INTAKE AIR BAFFLING H. ABOVE GRADE ENCLOSURE FOR DIESEL EXHAUST AND DIESEL STORAGE TANK VENTING PROJECT DESCRIPTION �8 Ni5 CONSTRUCTION TYPE: TYPE 2 F.R. BUILDING DESCRIPTION: BUILDING HEIGHT: AREA OF IMPROVEMENT: OCCUPANCY GROUP: OCCUPANCY GROUP; FIRE PROTECTION: HANDICAP ACCE55: APN: EXISTING UPGRADE DETAILS FULLY TO EOUIVALENT SNOWN IN COMPIYING COMPLVING FAULITATION DRAWWG REMARKS ACGESSIBLE ENTRANCE � O O ACCESSIBLE ROUTE TO AREA � � � OF REMQDEL ACCESSIBLE RESTROOM FOR � � � EnCH SEK SERVING THE nREa � � � NONE AND NOT REQUIREO ACCESSIB�E TELEPHONE � Q � NONE AND NOT REQUIRED ACCE$$IBIE DRINKING FOUN7AIN PARKING �( O � SEE NOTE BELOW ADA COMPLIANCE CHECKUST NTS 1 5 TENANT: SEAGATE 10200 S.DE ANZA BLVD. CUPERTINO,CA 95014 TEL:408.658.1408 CONTACT:MICHAEL ROSS STRUCTURAL: RINNE&PETERSON STRUCTURAL ENGINEERS 1 121 SAN ANTONIO RD. SUITE C200 PALO ALTO,CA 94303 tEla 650.428.2860 CONTACT:PATRICK EMAII:PATRICKM@RPSE.COM 142,822 SQ.FT.-OFFICE TOWER 289,967 S�.FT.-PARKING GARAGE dlR'Si;O G i NEW 12'-5"A.F.F.SCREEN TOWER 800 SQUARE FEET � 5-3-PARKING GARAGE (E)B,H-3 5-3-PARKING GARAGE (E)B,H-3 BUILDING IS PROVIDED WITH AUTOMAT►C FIRE SPRINKIER THROUGHOUT. FULLY COMPLIES 369-01-035 EXISTING PARKING: 494 STANDARD STALLS 251 COMPACT STALLS � 16 ACCESSIBIE STALLS 3 20 MIN STALLS 2 AUTHORIZED VEHICLE STALLS TOTAL 76b STAlLS+8 MOTORCYCLE STALLS PROPOSED PARKING: 488 STANDARD STALLS 251 COMPACT STALLS 16 ACCESSIBLE STALLS 3 20 MIN STAIIS 2 AUTHORIZED VEHICLE STALLS TOTAL 760 STALLS+8 MOTORCYCLE STALLS REQUIRED PARKING: 669 STALLS EXISTING EXITING AS PER CODE COMPLIANCE SHEET. BUILDING INFORMATION �4 10 NTS ARCHITECTURAL DESIGNER: ARCHESPACEGWSC 620 SOUTH MAIN STREET,STE 200 MILPITAS,CA 95035 TEL: 408.933.3477 FAX: 650.618.2694 CONTACT:GARY WONG EMAII:GWONG@ARCHESPACEGWSC.COM ACOUSTICAL CONSULTANT: ENVIRONMENTAL CONSUITING SERVICES 18488 PROSPECT ROAD SUITE 1 SARATOGA,CA 95070 TEL• 408 257 1045 '°�"'�""�' WAII TYPE DOOR SCHEDULE TAG �� . $EE DOOR$GHEDULE FOR lAYOUT,CONSTRULTION P.ND [� HARDWARE. WINDOW SCHEDULE TAG $EE WINDOW$CHEDUIE FOR lAYOUT,CONSTRUCTION �� AND HARDWARE. Q�� ROOM SCHEDULE TAG �� ROOM NAME ROOM NUMBER E�UIPMENT SCHEDULE TAG �i SEE EOUIPMENT SCHEDULE FOR CONSTRUCTION. NOTE CALL OUT r��1/- SEF E�UIPMENT$CNEDULE FOR CONSiRUCTION. � L`J FINISH TAG B2 SEE FlNISH SCHEDULE MEP: PM GREENE ENGINEERS 1740 TECHNOLOGY DR.SUITE 210 SAN JOSE,CA 951 10 TEL: 408.200.7200 CONTACT: VISH PONNATHPORE EMAII:VISH.PONNATHPORE@PMGREENEENGINEERS.COM CONTACT: STANTON SHELLY ,-, r-) �� --�t� _ EMAIL�STANSHELL99@TOAST.NET '��" :1 � DETAIL REFERENCE MARK C � DETAII NUMBER A2.t DETAII SHEET �� ENLARGED AREA DETAII REFERENCE MARK � SECTION NUMBER A2t SKTION SHEET & AND EA. EACH JAN. JANITOR S.A.D, SEE ARCHITECTURAL (� AT EC EXISTING TO BE CAPPEO JST. JOISi OOCUMENIS 4 CENTERUNE E.l. EXPANSION JOINT 1T. 101NT S.C. SOUD CORE `% DEGREE EL. ELEVATION SCHED. SCHEDULE fD DIAMETER ELEC. ELECTRICAL LAM. LAM�NATE S.A. SOAP DISPENSER t PLUS OI2 MINUS ELEV, ELEVATOR �AV, LAVATORY SECT. SKTION � VOUND OR NUMBER EMER. EMERGENCY �g, POUND SECY. SECRETARY 1 VERPENDICULAR ENCL. ENClOSURE S.E.O. SEE ELECTRIGAL l.F. LINEAR FEET ER EXISTING TO REMAIN �T, UGHT DOCUMENiS A.C. AIR CONDI710N EQ. EQUAL S.F. S�UARE FEET ADJ, ADIACENT EQPT. EQUIPMENT MATI. MATERIAL SHT. SHEE1 ADA AMER�CANS WITH EWC ELECTRIC WATER COpLER MAS. MASONRY SIM. SIMILAR DISABIUTIES ACT (E)or EX15T.EXIST�NG MAX. MAXIMUM S.M.D. SEE MKHANICAL ADDI. ADDI710NAL EXT. EXTERIOR MDF MEDIUM DENSITY FIBER DOCUMENTS A.F.F. ABOVE FINISHED FLOOR BOARD S.N.D. SAN�TARY NAPKtN ALUM ALUMINUM F.A FIRE ALARM MECH. MECHANICAL DISPENSER ALT. ALTERNATE F,D. FLOOR DRAIN MTL. METAL SPEC. SPC{IFIGATION APPROX. APPROXIMATE FDN. FOUNDATION MFGR. MANUFACTURER SP. SPEAKER ARGH. ARCHITECT(URAL) F.A FIRE EXTINGUISHER MIN. MINIMUM SQ. 54UARE ASPH. ASPHALT F.A.C. FIRE EXTINGUISHER CAB. �R. MIRROR S.S.D. SEE STRUCTURAL F.H.C. FIRE i105E CABINET MISC. MISGElANEOUS DOCUMEN75 BD. BOARD FIN. FINISH M.O. MASONRY OPENING S.STL. STAINLESS STEEI BLDG. BUILDING PIXT. FIXTURE MTD. MOUNTED BLK. BLOGK F�• FLOOR MUL. MULLION STD. STANOARD PLUOR. FLU�RESCENT STL STEEL BLKG. BLOCKING STRL. STRUCTURAL BM. BEAM F.O. FACE OF N. NORTH SUSP. SUSPENDED BOT. BOTTOM N.LC NOT IN CONTRACT B.T.U. BRITISH THERMAL UNIT f.O.C. FACE OF CONCRETE NO.,# NUMBER SYM. SYMMETRICAI F.O.F. FACE OF FINISH NOM. NOMINAL CAB. CABINET F.O.S. FACE OF STUDS T. TREAD CEM. CEMENT FT. FOOT,FEET N.T.S. NOT TO SCALE T.B. TOWEL BAR CER. CERAMIC FURR. FURRING �N) NEW T.C. TOP OF CURB CIG. CEILING O.A. OVERALL TEL TELEPHONE GA. GAUGE TEMP. TEMPORARY CLR. CLEAR OBS. OBSCURE C.O. CASED OPEWNG GAL. GALLON THRES. THRESHOLD CONF. CONFEREIJCE O.C. ON CENTER GALV. GALVANI2ED T.O.C. TOP OF CONCRETE GAR. GARAGE �•�• OUTSIDE DIAMETER T.P.D. TOILET PAVER DISPENSER COL. COIUMN OFF. OFFICE CONC. CONCRETE G.B. GRAB BAR TYP. TYPICAL G.C. GENERAL GONTRACTOR OPNG. OPEMNG CONN. CONNECTION OPP. OPPOSITE CONT. CON7INUOUS GL GLASS U.O.N. UNLESS OTHERwISE CONTR. CONTRACTOR GND. GROUNO �Z• OUNCE NOTED CORR. CORRIDOR GR. GRADE UR. URINAL C.M.U. CONCRETE MASONRY GYP. GYPSUM PART. PAR7ICLE UTIL. UTILITY UNIT GYP.BD. GYPSUM BOARD P•�� PLASTK LAMINATE CTSK. COUNTERSUNK PLASi PLASTER V Vp�iS CTR. CENTER H.B. HOSE BIBB PLYWD. PLYWOpD YCT VINYL COMPOSITION TILE C.W. COLD WATER H.C. HOILOW GORE PR. VAIR VERT. VERtICAL HDR. HEADER PREFAB. PREFABRICATED VES7. VESTIBUIE DBL. DOUBLE HOWD. HARDWOOD PT. POINT V,I.F, VERIfY IN FIELD DEPT. DEGARTMENT HDWE. HARDWARE P.T.D. PAPER TOWEL DISPENSER VOL. VOLUME DTL DETAIL HGT. HEIGHT PTN. PARTtT10N DIAG. DIAGONAL H.M. HOLLOW METAL CVMT. PAVEMENT W/ W�Try DIA. DIAMETER HORIZ. HORIZONTAL W.C. WATER C�OSET DIM, DIMENSION HR. HOUR R. RISER WD. WOOD DISP. DISPENSER HVAC HEATING,VENTILATION, RAD. RADIUS WH. WATER HEATER DN DOWN AIR CONDITIONING R.D. ROOF DRAIN W j0 WIThIOUT DR. DOOR H.W. HOT WA7ER RDWD. REDWOO� WP. WATERPROOF bW, DISHWASHER REF. REFERENCE W.R. WATER RESISTANT DWG. DRAWING I.D. INSIDE DIAMETER REFR. REFERIGERATOR WT. WEIGHT DWR. DRAWER IN. INCH REINF. REINfORCED YD. YARD INCL. INCLUDING REQD. REQUIRED INSUL INSULATION REY. REVISED,REVISION INT. INTERIOR RM. ROOM R.O. ROUGH OPENING ABBREVIATIONS NTS 2 WALL SECTION REFERENCE MARK 1 SKTION NUMBER A2.t SEC710N StiEET ANp DIREGTION OF VIEW CEILING HEIGHT MARK 9'.Q CEILING HEIGHT�TYP.A,F.F.) REVISION MARK REVISION NUMBER � DATUM OR WORKING POINT SECTION REfERENCE MARK R��,�u � t SKTION NUMBER � ALIGN SURfACES n?.1 q2.1 SECTION SHEET AND DIRECTION OF VIEW � � A ELEVATION REFERENCE MARK Qt,2.i)1- ELEVATION NUMBER AND DIRECTION OF v1EW `/��- ELEVATION SMEET � � _ � ^� ' � ... �� , ,� � :. � SYMBOL LIST � NTS BUILDING ADDRESS: 10200 S.DE ANZA BLVD. CUPERTINO,CA 95014 LEGAL JURISDICTION: CITY OF CUPERTINO BUtIDING CODE: 2010 C.B.C.,C.M.C.,C.P.C.,C.F.C.&�.E.C. AND THE CURRENT CITY OF CUPERTINO ;� � �^I' �� i _. �i` ! - -,. ;�, '%i 1 Z �L.J`_. r '` i !.i L J� � I 24-CAUFORNIA ENERGY CODE(2010j 24-HANDICAP ACCESS(2010) -----�---._._--�----_� R y `�W CODE DATA NTS ,2 NTS 8 ARCHITECTURAL ORAWiNGS A0.0 COVER SHEET A0.1 A GENERAL CONDITIONS A0.1 B GENERAL CONDITIONS A1.00 SITE PLAN,DETAILS,KEYNOTES&LEGEND A1.01 1 ST BEIOW GRADE LEVEL-PARKING GARAGE A1.1 DEMOLITION FLOOR PLAN,REFLECTED CEILING, KEYNOTES AND LEGEND A2J FLOOR PLAN,SPECIFICATIONS,LEGEND A3.1 SECT A3.2 SECTION A3.3 BIDG.ELEVATION AND ENIARGED ELEVATION i A5.1 A6.1 SI T ILS A6.2 DETAILS M CA DRAWINGS MO GENERAL MO1 TITLE 24 M21 ENLARGED FLOOR PLAN AND SECTION M6.1 DETAILS ELECTRICRL DRAwINGS E0.1 GENERAL E0.2 TITLE 24 COMPLIANCE FORMS E1.0 BASEMENT FLOOR PLAN E2.1 GENERATOR ROOM LIGHTING AND POWER E2.2 FIRST FLOOR POWER PLAN E3.1 PANEL SCHEDULE E5.1 SINGLE LINE DIAGRAM PIPING DRAWINGS PO GENERAL P 1.0 BASEMENT PLAN P2.1 PARTIAL FIOOR PLANS AND ELEVATION P5.1 FUEL STORAGE SYSTEM SCtiEMATIC � Seagate :� . �� Greene Engineers i,o. i,��oio�� :�,�. �,r,siio IH 4'Y��20,:.' �r��4 N Y J��I�I� ;J>t1^,9�IC .w. .-,�,�..,��,,.�.�,,,e.�,,.�,.,, �� ■ Rinne&Peterson . STRUC7'URAL 6NGINBERS tui�..wr�.n..e,s�.c�eo w.N.o,cn w�o� ao�z�.uao PAR 6!��y.p{I � � �1.1t'�'�LUlle.��¢ll�t� ��r�r�, • !; i' ' , 6]0 S.MAIN STREET,SURE 200 MILPITAS CA 95035 408 933 3477 sso sia zssa DESIGN BEYOND THE BOX DESCR�PTION PROGRESS PRINT PLANNING SUBIAITTAL pRAWN RV� !`HC!'tCFn av� $CALE: APPR.BY: KEY PLAN Propwsd EnsrQencr Povrer C)enerator for Seagate 10200 South De Anza Bouleverd Cupertho,CelflorTlfe SEAGATE AUTHORIZED REV�EW REViEWED DATE SIGNATURES CUPERTINO EMERGENCY POWER GENERATOR S�D �CtiiT \v��w�ui,aM R. F�� v IAAHAR,JR �REN. 11-30-14 y c-�9�2 ��P T�OF �A��F�� DATE: REVISION� SCALE: SHEEi: �°e"°.: A0.0 SHEET OF INDEX OF GENERAL CONDITIONS ARflCtE App�lcable Codes................................................................................................................................................ 1.03 Chonges................................................................................................................................................. 1.01 G Cleanlne............................................................................................................................................................... 1.18 ControctGompletlon Tlme..................................................................................................................................... 1.1 2 Cutting and Potchfng...................................................................»................................................................ 1.17 DefinlHons............................................................................................................................................................ 1.01 D Delfveryof Materfals.......................................................................................................................................... 1.07 Demolft{on......................................................................................................................_........................ 1.21 Design-B�fld Drawings.................................................................................................................................. 1.05 Dlmensloning............................................................................................................................................. 1.01 H DisdaIme rs............................................................................................................................................... 1.22 DisabledAccess........................................................................................................................................... 1.1 S Drawingsand Specifications................................................................................................................................ 1.1 3 Guaranteeaand Worrantles.............................................................................................................................. 1.23 Inform subtontractors of General Requiremants......................................................................................................... 1.01 E Inspactionof S�rfaca�.......................................................................................................................................... 1.OSH Materialsand Wwkmo�ship................................................................................................................................ 1.08 Permitsond Inipectfons....................................................................................................................................... 1.01 A Programfor Connrvcrion..................................................................................................................................... 1.T 2 ProjedCloxout.................................................................................................................................................. 1.19 Pro�ed Coordl�ation by Contraetor................................................................................................................... 1.14 P t t n.. . ro ec lo ............................................... . ........ .. . . . ...... ........................................................................... .20 Record(As-Bullt)Orawings.............................................................................................................................. 1.16 ReferencedSrandards........................................................................................................................................ 1.10 $a mp le s.............................................................................................................................................................. 1.04 Shop Drawings,Catalogs,$chedulas and Submittals.............................................................................................. 1.06 Sub#hutlons,Approvad Altemates...................................................................................................................... 1.09 Temporaryfacflities............................................................................................................................................ 1.1 1 Toxlc or Mazardous Materials............................................................................................................ 1.OB1;1.226,E 1.01-GENERAL A. The Contrector�all o6tain all nacessary permits and inspectione.The Contractor shall maintain a currem Ilst of city and state license numbers of aN subcontracton and shaA aubmk tha list to the Owner upon requast. The Contractor shall perform no portion of the work at ony dme without o permit Issued by a regulatory a�thority of the m�nlclpality In which the projed fs located. B. The Controctor shall perform the Work in accordance with oll laws,ordinances,rules,and regulations of all governing agendes. C. Priw to bidding or pridng,the Contractor shall vlsit the site and become dcquainted with all conditions relating ro the construction and completion of the Projecr and rhe employment of labor thereon. Failure ro do w will not reileve the Coniractor of Fis�her obligations to furnish all equipment,materials,lubor,and service;necessoty to carrr uut ihe provfsions of the Controct. D. The Conrractor and his subcomracton shall purchase and maintain certiflmtes of Insurance with rospect to Workers CompensaHon,P�bik Liability and Property Domage for the Ilmits as requlred by law.The Certificata shall name the Owner os additionally insured. E. The Contracror shal�be responsible itse�f and for his/her suhconrracfors being f�lly Informed as ro all General Requirements,Bvflding Standards,Butiding Management,and Clty and County constnxflon management requlrements. F. The Contractor shall not procaed with any work requirinq addlHonal compensatlan beyond the Confratt amount without wrltten avthorization. Failure to obtaln written authorfzation from the Owner or the Owner's reprosemot�ve wlil Invalidate any daim for exrra canpen:atlon. G. Changes ro scope of Work or modiHcallon:to matsrlale must rocelve prior approvai by the Architea and Owner on approved Change Orderform. H. Dimensloningi 1. Informatbn related to existing condltlons given hsreln and oA the drawings wae obrafned from dota availoble to the Architect at fhe Nme of de�lgn,and accuracy cannot be guaranteed. Drawfngc and speclflcatlons are intendsd for assbtance and guidance,but exact dlmenslons and alevatiom shall be governed by acwal condltfons at the ilte and sholl be checked by the Contractor and oro his responslblllty. 2. Field measure and verify all dimenslons requlrad for ocwrate fabricationc and instollation of the Work. RepoH all discrepandes or omissions to the Archltect. 3. HoAzontal dimensions are shown from face of Nnish to foce of f(nf�h,unlesf otherwise(ndkated. 4. Dlmenslons are not adjustable wfthout approval,unless noted+ or"approx", 5. Vertltal dlmanslons are from the top of the fioor slab dafum Ilne,unless otherwise Indimted 6. Dlmens{ons marked"A.F.F:'ore above ffnished fioor materials.When carpet is used,tha top of slab datum Ilne is the flnished floor, 7. Dlmenslon�marked"V.�.F."shall be verlffed in field by the Contractor. 1.04-DEPINITIONS A. Approved:Accepfed by DesignarjArchlreo. B. Approved Eqval:See Article 1.09 hereln:Substit�tions of Approved Ahernote�. C. ArcMrect refers ro Supervisfng ArchMep:WIIIiam R.Mohar,AIA 0. As requ�red: As reqUired by reA�latory requfrements,referencad standaids,existing condittons,occepted documented construcYlon pract(ce,or by the Contract Documents. E. Contracf Documen»:Gonsisting of Draw�ngs,Specificottons,Adda�da,Change Orders,ond approved Shop Drawings, af deflnad ln AfA Generol Conditlons. F. Controctor: A contractor,duly Ilcensed in the Stdfe of Cailfomla,to perform consirudion In compNonce wlth oppll<able codes,lawe,and regulations,ond to assume f�ti responsibllity for the work of his wbcontractors and suppllers. See Artlde 1.14 herein ior Project Coordination.by Confractor. G. Coordinafei To ananga numerous facHons,wMch moy indude,but are not limifed to,componenis,materlals,products, deslyn,contrqcton,eppurtenances,and labor rolafing to al1 items necessory for proper execution of ihe Work by rhe Contractor. Refer to Artlde 1.14 herein:Project Coordinotlon by Contrador. A, Des�gner refers ro ARCHESPACEGWSC.Documenri preparod by ARCHESPACEGWSG were under the direct�on of Wllitam R.Mohor,AIA. B. Dlrected:Written fmtruction by DeslgnerjArchitect. G Gensral Conditions: The AIA Document A201, 2007 edtNon,when Included fn thls Work,dafines the roles and rosponsibllitles of the Archited,Owner,and Co�iroc+or. D. Intent: Rafers to design intent of the Contra<t Documents to Include all Itema nece�sary for ihe proper ezecution and completlo�of the Work,based on the drawings and detafls and epedfiwtions,whkh moy not nacessarily show every detoll or every fastening. E. instoll:Ser in portion,connect,and adjust for use,oll items f�mished by work of this Gor�tract,or by o+hers when noted O.F.C.1.Owner-Fumi�hed Controctor-Installed. F. Throughout the Specifications,when reference is made to"as indiwted",this shall be con9trued to mean"as ihown on drowingi',or"as noted on drawings or specificarlons". G. P�ovida:Fumish and instalL The words"Contrador shall"are fmpl(ed before use of"Provlde","Fumish",and/or"install" are used,and"Contractor shall"refers ro General Contracror and hls appBcable wbcomredon,u�der tfie coordination ond rosponsibilliy of ihe General Confractor, H. Simliar.Comparable reeemblance for the condhions noted. Differences may be determinod from other information indicated and from variflcation of orien�ations and dimensions. 1. The Work: The term"WOi1c" means the construction and servkes required by the Contract Document�, whether completed or partially compieted,and indudes oll other labor,motarials,equipmenf,and servlces provided or to be provlded by rhe Conrractor to fulfill the Contrador s obligotions. The Work may com,tlture the whole or o part of the Contract. 1.03.APPLICABLE CODES A. Callfomla Building Code,CBC,current edition. B. CaUfom(o Mechonical Code,current edition. G. Califomla Plumbing Code,current editlon. D. Callfomfa Eledric Code,current edifion. E. Nt n F� Prt As a lo ol I e o ection wciatlon NFPA-13. F. Safety Orders,Division of Induatrial Safery,Depamnent of Industrlai Relatio�s,State of Galifomla,Imest edition. G. Occupotlonal Safery and Health Administratlon,Safntr and Heahh Regubtiom for Constructlon,lotest edkions. H. Othsr codes ond stondards a:Nsted in the�arlou�Secrlons. 1.04-SAMPLES A. Properly label and submit thros�3)samples of eoch kfnd and color of moterial Hsted;secure Architact's wr(tten approval before deHvery of material to site.Flnfshed work shail matth approved samples. B. Furnlah samples of the following matsrlals andjor finishesr 1. All colors of all palnts,stains,:ealants and finlshes. 2 Acoustfcal materials and assemblies. 3. Countertop materials. 4. Drywall finishes. $. Glass and glazfng materials. 6. Alumin�m or hollow metal door frames. 7. Sprfnkler heads and escutcheons 8. All other somp�es requested by Designer;'Archltect. 1.05-DESIC�N-BUIID DRAWINGS A. Provlde�esign-Bvild Drawings for aN mechonical and electrital work of D(vlsions 1 S and 16.The Mechanlcal,Elsdrical, Flumbing,and Sprinkler(nformation shown on Construction Documents Is schematic M nature and Intended to thow only de�gn fntent.It is the responsibility of fhe General Contractor and the pertinent wbcontrocton to familiarize themselves wlth exlsNng condttio�s and ro axertain rhe complete scope of the Mechonkal,Electrical,Piumbing,and Sprinklsr work, inciuding speclfic requirements,capacit{es,and spedficatlons requfred to execute thic pro�ect In occordarxe wifh deslgn Inrent. 1. The Contractor and his appropriate s�bcontractors are requirod to immadlately inform the Designer/Archltect of ony factors or field conditlons that may prevent the above-Ilsted portions of the pro�ect from being compietad!n accordance with design inrenr. 2. Each subcontracror is required ro submlt to the Architect tha correct number of sets of fully-engineered drewings for ffie perHnenr xope of woric,for inclusion in permit and constructlon sets. 3. Eoch set of Design-Build Drawings shall be stamped and wet-signed by opprop�iate partles,ond shall Indude any and all Title 24 Energy Cakulation forms as may be requirod to stcurc regulotory appro�al of the projact. 4. The Conrractor shall be solely responslb�e for the deslgn of such Deslgn-Bulid system�and for the coordinatlon of the deslgn-bvlld s�bcontroctors who shali be the engineers of rxord for the pertinent de�ign-build system. 1.07-DlUVERY OF MATERIAlS A All foctory-packaged materials shall be delivered to the site fn oAginal factory packaging bearing man�facturor's name,brand name ond/or identificatlon code and dexriptlon,and shail be stored in a dry place untll used. 1.06-SHOP DRAWINGS,CATALOGS,SCHEDULES&SU6MITTALS A. Tha Contractor shall prepare,re�iaw,approve,and submit ro the ArcMtect all req�irod shop drawings. The controctor shol�check and coordinote oll product dota and samples,and verify that all field meawrements and related field construction criteria contained with sucfi subminals conforms wkh tha requfremants of the work,the pro�ad,and the Contraa Doc�ments. Use the Architect'e submittal form. The Archftect will not revkw,approve,or take approprlate adlo�on Shop Drawings,product data,and wmples unless the Contractor hos nubmMted a recommendation for acNon. B. Submtt fovr(4)copies of reqvtred Shop Drawing�,manufacrurerf printed insirudlons,corolog Iiterature,and schedules approved and signad by Co�iractor. Approval by the Archlted is general and doss not re4eve ihe Contracior from sole responsibitity for erron and omissions,proper fitting and conttruction, finlehed work sholl conform to approved Shop Drawings and manufacr�rer's Instructions. Provide�hop drawings,cotalog Iiterolure,and/or xhedules for fhe following work: 1. Mtliwork and wsework and plastic laminate. 2. t�wia,a«,, 3. Wlndow�yitems. d. Doon,framea,glazed portltlonf,fMlih hardware. 5. Palnt,w�ll coverira,coramlc rile,occousticai cell(nq tile,cellinq grid,and all other flnish materlals. 6. Carpet and»aming dlagram and<arpst base. 7. Hard surfdcc floor�ng materlols and baee. S. Stone and solld surfpce materiale. 9. Ufa Safety ds�ices. )0. Seairity devite�. 1 1. Ught Flxturea. 1 2. PIum6lna Flxfures and trlm. 13. HVAC Equlpment. 14. All oiher(tams required by Controct Doc�mams. G. Rewbmit shop drawings os req�ired for approval. D. Any Shop DrawinQs not containing requlred n�mber of prints or reproducibb seplae will be retumed for compliance. E. Shop Drowings tholl confain$ubmittat n�mbers and spec(ficallon roference numbars. F. S�bmit Shop Drawings In a timely seq�ence,tn�he order thot work Is reqvlred. Allow for Hme for revtew by the ArchHect and his consuhants in an orderly sequence. G. Shop drawings�hall be drawn to scale and shnil be completely dimensioned,indicating the plan together with such secNons as are necessary to clearly show consirudion detal)and methods. Shop drawings and suppoHing data sholl be prapared by Contractor or his suppliars,and shall be submitted as the instnxnems of rhe Controctor. i. Controdor shall check the drawings of suppliars,as well as his own drawings before wbmitting them�o the Archlted. 2. Coniractor ohalt ascertain thai shop drawings meet requiremenh of ihe Contrad Docume�ts and conform to the str�ct�ral and space conditions. a. If shop drawings show vorlotlons from Contract Documenfs,whether because of standard shop proctices or other reasons,the Contrpctor ihai)mdke spedal manHon iMereof in his letter of iransmlitpl. 3. Contractor eholl be fully responslble for observing the need for and making any changes in orrangement of piping, conned(ons,wlrir�g,manner of installatlon,and ihe Ilke,which may be required by eqvipment he proposes to supply,both as pertalns to Ms own work and woric affected�nder oTher parts,headings,or dlvislons of tfie Comract Documents. H. Archkect's Review: 1 Except for finfsh,color,and other aesthetic matters left to Archltect s dedslon by Contrad DowmenTs,ArchNect's review of shop drawings,product data,and eamples is only for convenience in followfng work and does not relie�e Contrador from rcsponsibility for deviations from requirements of Controct Documents. 2. Do not co�strve Archftect�s revlew os a complete check nor relfef from responsfblNty for errors of anr sort in shop drawin s r sch dules or f n essit of fvrnishin w re ired b ntr poc men s which ma not hav o e rom ec ork u Co oa u t e 9 Y 9 Q Y Y been shown on shop drawings. 3. Archited's rovlew of a separate item does not indicate re�iew of complete asaembly fn which it functions. d. i��7mift�le nM athmr�rl F}v�[}n1/n[eqr�n[1 SVhm4ttqlt whl<h�jn Are�{�{te�1�5�pinjon��rp IntOTD�NP,rOnfqln ni�mPrp��s arrors,or have not been chacked or have only been checked:uperfidollr,will be retumed to Contractor tor ro-submlttal. S. Processing: a. ArcMtect will review shop drowings,product dara,and somples with reasonab�e prompmess,and will retum ihem to Controctor with Archfted�s stamp applied iheroto. b. Notatlons by Archirecr which increase Controct cost or tlme of completlon shalt be brought to Archirect�s ottentlon before proceeding with work. Fdluro to do w wiN not ailow any subsequent incrsase in Gontract sum or time. SUBMfTTALS Eoch subcontractor is req�lred to s�bmlt to rhe archlted for opproval(4)zets of shop drowings,wt sheets,samples, and other materlals necessary to fix and descrlbe ihe(r work prlor to ordering,fobricating ar installlne wch work. 1.08-MATERIAIS AND WORKMANSIiIP A. All materials and workmanship shall be new and flrst qualiry througlrout.Ali mnterials and workmonahfp shall conform to the app8cable current edition of fhe applicable todes listed harefn,as well as spe<iflc ASTM standards and reFerencad Federal Specifiwtions in tlie body of Specifications. 1. The Archltect reserves tha�ight ro rejed any materlals and work thot do not meet rhe hlghest standards of rhe various trades involved. Inferior material or work qualiry sholl be repairad or replaced at no additional cost ro the Owner. B. Mator�ois and equlpmem not particularly detolled,marked,w spedfied shall have ths samt performance abll{ty and be of the klnd and qualiry os slmilor materials or equipme�t that is detailed,marked,or specifled. G. Materlals ond workma�ship specified by�eference to number,sym6ol,or Ntle of a spedfled stdndard sueh as a Commerctal Standard,Federa�SpedHcotion,trade comply with zuch requirements,encept as modifled horein,the 3ame as though sald requ(reme�ts were printed in the Specifications. D. FMlshed work shail be firm in true alignment,plumb,level,smooth cleon,�niform in appearante,and wlthout dl�tortions, holes,marks,crocks,etains,or discolorotion.Jolnting shofl be close fiMng,neat,and well tcribed. Flnidh work ahall hn�e no expoted unsightly fastenings and shall not present hazardovs,unsafe,or unflni�hed protrusions,4ff t�ts,burre,row edges,or sharp corners. Provide for expansion,contractian,and shrinkage as nscessary ta pnvent tracks,buckling, and warping. E. Attachmenis,connectlons, fastenings, and Inserts of any nature shall be properly and p�rmanenMy setured In conformance with best practice,and rhe Contracror is responsible for providing 1Mem accordMg to these condltions. Drawings show only speciol conditions to assisr the Contraaor;they do not iilvstrate every such datall. F. Wherever governing codes,ordinonces,ond Ihe like,require greater quentlty or better quality than details or speciflcaHons,the moro stringent shall apply. G. Order materlals and scfiedule deli�eries in ample time to avold delays.If on item Is fo�nd to be unavoilable noNfy the Archltect in wrlting immediately to permit seledion of a wlinble wbstlivte. I�� - �-` " `w'. � Seagate�°rf� �¢ :��a,.,,,•*" � Greene Engineers 1]��"n::l��olUGl:kWS:�;rt;f��Sui�J�.ce�(:WI'u�W]W.`I IV i?I(4051�-]�:�'1V0�jAL9f 2J:�-ly„I�JUU k.;CISi()CK'01�. ,.ti ;...xro��.,«�a�•x_,.ro� �� Rinne&Peterson :• STRUCTURAi.ENGINEBRS iui e..er..:.eo.e.sar cxoe wr w..cs we� eso wae�e PAR W IM-]Iil � � ��Ile� cCc� �,,�;�� 820 S.MAIN STREET,SURE 400 MILPITAS CA 93035 408 933 3477 650 618 Z694 DESIGN BEYOND TME BOX DESCRIPTION PROGRESS PRINT PLANNING SUBMITfAL DRAWN BV: CHECKED BY: SCALE: APPR.BY: KEY PLAN R"oP��G�Y Powa Ciensrator for Seagate �Z�SOUff1�fV1ZB B01�V8ff�. �il��f10+�d SEAGATE AUTHORIZED REVIEW REVIEWED DATE SIGNATURES CUPERTINO EMERGENCY POWER GENERATOR �SF.� '4R�HrT \G� 1MLLIAM R. F�� v MAHAR,JR � REN. it-30-14 y C-7912 ��P �� C A��F� DATE: REVISION j SCALE: SHEEi: GENERAL NOTES 4 �oe rro.: A0.1A SNEET Of N� ��r �- � Seagate} /4� Greene Engineers �,�-�.�h,ao�,��,_s�,t�..s-,,�.,y_.�,��,�,w5�,� lel�4CSIN�-R��'.��h»tln�-i12.;.!Xi• �'iSlp�'�IC lcu�: wr.w.P'nqeerc�t+�,�ivm��.�� .■■■ ■�■ Rinne&Peterson :� S'IRUC'TURAL ENGIN6ER5 �ui e..e...e ae.e.�w.cme hb Aia.G 9a]W 4f@/L-][6B PAR b!�It6-lM1 � I �CC�llC� �cCc� �� -� �,, 820 B.MAIN STREET,SUfTE 200 MILPITAS CA 95035 408 933 3477 850 6'18 2694 DESIGN BEYOND THE BO% DESCR�PTfON PROGRESS PRWT PLANNING SUBMITTAL PLANNING COMMENT RESP. DRAWN 6Y: CHECKED BY: SCALE: APPR.BY: KEY PLAN PI'O�lObd�711ef�0�CY P01Mlf CiEflafll0f}Of Seagate 10200 South De Anza 8ouleverd Cupertino,Cn�ioMa SEAGATE AUTHOR2ED REVIEW REVIEWED DATE SIGNATURES CUPERTINO EMERGENCY POWER GENERATOR �S�p ARCh�ip \V� 'MILtAM R. F(iT v MAHAR,JR � REN. it-30-14 q C-7912 �� F�� C P:L�F� onre: REws�oN� i SCALE: SHEET: ��A 4 �oa No.: A1.00 —�� SHEET OF 1 2 i I C ►i ►� ►� � _. ,: � �� ► �\I•� � ' —_�II � �' "" 'I r,' �� r� ''�� "`!'i ( F,� �! \ ► � r, I 3 4 5 6 7 8 9 10 11 12 13 14 15 ---------------- --------_ A63 AREA WORK . , I I uP ro cROU� ��, I I I I I 1— - -1 - - � — — I � � � � � � � � � � � � � � � � � � � � � � I � / — � A � 1 1 1 I I I I I I 1 I 1 I I I I 1 1 1 1 1 I � � 1 I 1 1 I I 1 I 1 1 I 1 1 1 I I I � I 1 1 I � 1 1 I 1 I 1 1 I 1 I I I I 1 1 1 I I i I 1 I � I I I t 1 I I I I 1 1 I I 1 I I I 1 I 1 I I 1 � - � I I 1 1 I I I I 1 i ! I 1 I 1 1 1 1 I 1 1 I � I 1 I � � I I t I 1 I I 1 1 � � � 1 I I I I � I 1 1 1 I I 1 I I 1 1 1 1 I 1 I 1 1 1 I I 1 `\� � I I 1 1 1 1 1 1 I � 1 I I 1 I I I I I I I � I � � � � � � � � � � � � � � `, — r— i — i —i — ,— i � — .6 — — — '-- — — — — ( ' — B ( I I I I � I I ( I I I j______i � I I I I I I I I 1 1 1 I 1 I � — — — — � � � ' C.6 I I � � � , — — — — I � � � ; � � ^I � � !------!I � � � — — — — _ 2 I � � A1.1 I � REA OF l.� _ � � — — — — — — woRK� � n J'\ 1�0 � I L!� � � � i � � �i Y /\ / � / \ � -� � — — \ "O I I � � / \�v� i� / ♦ i/ {z.. � Seagate ` � Greene Engineers ,�� .� s .��: .�.�r �� 1e114..,12!�i�.�.C..�Flr1�:+`J.:I".:♦YN,n��.J,.I.,t'YVi� wv..`p..�y,c�u�csi�SM'r-�.�._`�� ■.�� ■ Rinne&Peterson ■ STAUC'I'[JAAL ENGWEERS u3i a..e..we se.a.sw.cme hb AYe.G Nl6i H0/l1.LW PN[6!1 W-Lal � I �� -__��;��,��J�� ;� 8�0 3.MAM STREET,SURE 200 MILPITAS CA 93035 408 933 3477 830 618 2694 DESIGN BEYOND THE BOX REV. BY DESCRIPTION DATE PROGRESS PPoNT 02.70.1; PLANNING SUBMITTAL 03.08.1: PIANNING COMMENT RESP. 04.11.1' DRAWN BY: CHECKED BY: SCALE: APPR.BY: KEY PIAN Propo.sd E,�errpsncy Forrer oenerator tor Seagate 10200 South De Anza Bot�everd Cupert(no,Ca�iorNn SEAGATE AUTHORIZED REVIEW REVIEWED DATE SIGNATURES K _ o c� _ 4._.i _ __ - K CUPERTINO EMERGENCY POWER GENERATOR ,�SEa ��tiiT 1 2 3 4 5 6 7 8 9 10 11 �2 �3 �� 4 v� WILLtAM R. F� v MAHAR,JR � � REN. 11-30-74 � C-7912 ��P N� TF� CA��F�E� �� . � � ... DATE: REVtSION�{ SCALE: SNEET: 1IST BELOW GRADE LEVEL-PARKING GARAGE_� �oe Na: A1.01 i/ia,._��_a� w SHEET Of NOT USED � NT$ NOT USED � NTS �� NOT USED � NTS �'� LEGEND: O (E)WALL$TO REMAIN(NO WORK TO OCCUR) � (N)LOW WALL WITH TO TOP OF WALL AT 36"FROnti UNDERSIDE OF CONCRETE DKK ABOVE.COORDINATE wITH MECHANICAL FOR EXACT FAN DIMENSION. � �N)FULL HT.ACOUSTICAL CAVITY WAIL � (N)SOFFlT WALI FROM$TRUCTURE ABOVE TO i�•b"HT.A.F.F. CONSTRUCT TO MATCH FUII HT.ACOUSTICAL CAVITY WALL 0 (E�CONCRE O 1 ODOOR IDENTIFICATION-SEE DOOR SCNEDULE THIS SNEET LEGEND � NTS �µ DOOR SCHEDULE w SIZE OOOR FRAME DETAlLS m W = w Q 4 Q Z �- Z 3 F- O � p c.Yi � "' � "' ° °° .J ° _� =� a REMARKS a � 3 = � � � � s = Q � _ � - -- -- I A 2-3'-0" 7'•0� 1 3;4" 16 26 1 Z 26 .. -- . ° " RHRA H FRAME -- -- •- � •' -' '- '- -' _ " .. .. DOOR HARDWARE: MATERIALS: FINISHES: DOOR TYPES: HG1: 10 $.C.WOOD 20 $EMI-GLOSS PAINT CLQSER: DORMA 8600 EXR DEVKE: VON DUPRIN 99 11 TEMV GLA55 IN 21 PRE-FINISHED 6�`a' FLASH SOIT; IVES 458 ALUM FRAME HMGES: OvERLY MCLSQO CAM IIFT 22 POUSHED CHROME IOCK: SCHLAGE D SERtES(LEVER TYPE) 12 HOLLOW METAL TMRESHOLD: PEMKO 154 W/SOLID NEOPRENE SOUND �3 PLASTIC LAMINATE INSULATOR 13 NOILOW CORE wOOD 24 GAtV. NOT& �4 STAINLESS STEEI 1, US PATENI:5,417,02G,U1108 25 DOUBLE EPDXY COAT � 2. 1 COAT RU51 INHIBITIVE PRIME PAINT 15 AIUMINUM ENAMEL 1 COAT POWER COAT TO MATCH WHITE OF GARAGE WALL 16 METAL �6 POWDER COAT �q 17 WOOD 27 PLAS.LAM. ��r DOOR SCHEDULE �2 - - - NTS FLOOR PLAN \ 1/8"=1'-0" SPECIFICATIONS DRYCO QUIET SEAI p5-350 AT WALI HEAD AND SILL BETWEEN CONCRETE AND GYP.BQ. LOCTITE$VRAY AOHESIVE ADHESIVE$PRAY TO MOUNT ACOUSTICAL PANELS. ALCOA-REYNOBOND(WHITEj ACM METAL PANEL$FOR SKIN OF EXHAUST TOWER. OVERLY DpOR COMPANY 509393 DB STC DOUBLE DOOR DOOR ASSEMBLY(ACOUSTICAL$TC 501 OWEN$CORNING QUIET ZONE ACOUSTiC BATTS KRAfT-FACED(15"W X 5 2"X ) INWALI ACOUSTICAL$ATT INSULATION OWENS CORNING.704 A5J SEMI RIGI� AT TOF AND BOTiOM Of WALL BATT INSULATION TO PILL CORNER AT OUTER WALL AND INSULATION BOARD W j MYLAR TYPE VAPOR BAFFIE.FILL CORNER WITH SEMI RC�ID INSULATION TO CREATE CURVE AND COVER WITM 7"TO BARRfER:FASTENED W/WELDED PINNED 3"FROM $��N BOTH DIRKTIONS.ADHERE TO CONCRETE FIOOR AND CEIUNG$LABS AND OVERLAP EDGE AND CORNER$AND 12"O.C.ON SURFACE. �NSULATION PANEL INFlIL CORNER WITH BATT INSULATION TO CREAiE SMOOTH CURvE TO ASSEMBIY.$EE DE7All. KRYION INDUSTRIAI COATINGS WATER BASED 2 PART EPDXY PAINT. (50244 SERIES� UPC:075577024896 STOCK NO.K024a0404-16 UPC:075577024988 STOCK NO.K02448432-14 KEYNOTES: FLOOR: 1 A {E)CONCRETE SIAB TO REMAIN.PAINT(E)$lA8 PRIOR TO INSTALL UF GENERATOR.EPDXY PAIN(SEE SPEC ABOVE)TO THROUGHOUT ROOM AND �g EXTEND PAINT b'VAST BOLLARDS ON EXTERIOR OF ENCLOSURE CONCRETE SLAB. (N;TS GENERATOR MOUNT.SEE MECNANICAL AND STRUCTURAI DRAWINGS FOR ADDITIONAL INFORMATION � w.nus: (N�WALL OPENMG!N CMU`/�ALL FOR EXMAUST DUCT.$EE MECHANICAL � DRAWINGS FOR ADDITIONAL MFORMATION. �] (N}$TEEL BOLIARD WITM CONCRETE INfILL BOLTED TO CRETE SlAB. � �Nj SOUN6 INSULATED ACOUSTICAL WAII-CAV�TY WAII 2�E �E�CONCRETE WnLI TYP. 2F {N}PARTIAL MT.WALL WITM METAL STUD COLUMNS TO SLAB ABOVE. (N}SOFPIi WALL FROM CONCRETE$lA8 ABOVE WITH METAI STUD COLUMN$TO $LAB BELOW. � MISCELLANEOUS: (N)FUEL TANK,DOUBLE CONTAINED MOUNTED TO SLAB.SEE MECH.DRAWINGS FOR ADDITIONAL)NfORMA710N.SEE STRUCTURAL FOR AIJCHORAGE. SPECIFICATIONS__� NTS '� �g (N}GENERATOR ON(N)HOUSEKEEPING PAO BELOW.SEE MECMANICAL DRAWING$fOR ADDITIONAL INFORMATION.SEE$iRU�tURAt fOR ANCHORAGE. 3�] ;N)EXHAUSt DUCT.SEE MKH.DRAWINGS fOR ADDITIONAL INFORMATION, �D GOAT ENTIRE CONCRETE SLAB PRIOR i0 INSTAILATION OF GENERATOR AND OTHER nS50CIATES COMPNENTS THROUGHOUT TNE ENCIOSURE AREA AND EXTEND THE EPDXY PAINT TO 1'-0"VAST THE BOLIARD EOGE.CONIRACTOR TO PREPARE THE SURFAGE AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS PRIOR i0 START.SEE SPEC�FKATION ON THIS SMEET. � � ��. Seagate°�1r` P.� Greene Engineers !7u)'a�imauyr�n�eS - .,�._w.Cou•u��w�w5iio I?Ij4�.W�".^.>>�-J'�'r.�F1��14GN1:V'�-/i'�I�I'tJ��.'�JSi��.^4�i(: wwwp.��3'c�ii��rR�'K.�s._c.� .■.■ ■�� Rinne&Peterson �� sTTtvcTUxeL EcvcwEr.�ts im s..n.ae xa.a.wr c�e� ►tlo Ahs.G 9af0] 65�Nhi�lO PA7C 6S0�2�-Li� � � �m�� /'`l�,�� ,� 820 S.MAlN STREET,SURE 200 MILPITAS CA 93035 408 933 3477 650 6�8 2694 UESIGN BEYOND THE BOX DESCRIPTION PROGRE55 PRINT PLANNING SUBMITfAL DRAWN BY: CHECKED BY: SCALE: APPR.BY: KEY PLAN Propwsd E�OeneY Power Oenerator for Seagate i��80U�1�C�1Z8 BOl�BVBrC�. Cl�nt10��B�Of�a SEAGATE AUTHORIZED REVIEW REViEWED DATE SIGNATURES CUPERTINO EMERGENCY POWER GENERATOR C�S�� ARCy�T \G� WILLIAM R. �� v MAHAR,JR � REN. 17-30-14 y C-7912 �� TF�F C A��F�� DATE: SGIE: KEYNOTES� JOB NO,: N15 4 SNEEt OF REVISION� SHEET: A2.1 tS TYP. •• 3�-lO° 08 NOTE: NO EQUIPMENT SHALL BE Q. EQ. EXPOSED ABOVE THE 4 SCREENING 10WER,TYV. LOCATION POR NEW IIGHT N � � FIXTUREWITH WHITE FINISH O SIMILAR IN DESIGN STYLE TO �—��9 o COMPIJMENT E7(�STING EXTERIOR POLE LiGHTING. OCCURS @ EAST&WEST ELEVATION$ONLY. I6 TYP. 10�-0" LJf "" PREFINISNfD METAL REVEAIS 'ALOCA•REYNOBOND� � --�'r-� 8�•9",� COLOR:BONE WHITE --� PREFlNISHED fROM MANUFAGTURER ZO TYP. PREFINISHE�METAI PANElS 'ALOCA•REYNOBOND' COLOR:BONE WHItE, _ 5�-1 1� DREFMIISHED FROn� MANUFACTURER I�TYP. � � 0' r � ' ^ A:� � C.4 � r= Seagate .� ._, �� Greene Engineers ��W'e.:hi�G�yyJn.,.S ,�5��!,:,o�ran'��-uuw5ii:� IPI I�1`�I2C��-�2',*^„�H�>��M�YI.�_7_\��JIXJ R...�;�'.nCaYIC +w. u��qocn«r�U��wu}._�.i �� Rinne&Peterson . S7RUC7UAALENGINfiHRS mi s..n.��ne.e.e.i.c�w w.�w,c�ra»� 6fp��4]tM PA][p!�ISFLfI � � ��'Ile� �lCc� '�,�,�� `. � 820 8.MAIN STREET,SUITE 100 MILPITAS CA 95035 408 933 3177 650 6'18 2694 DESIGN BEYOND THE BOX i � REV. 8Y DESCRIPTION DATE PROGRESS PR�NT 02.10.1: PLANNINC SUBMITTAL 03.08.1: I DRAWN BY: CHECKED BY: LINE OF�E)GRATING SCAL.E: APPR.BY: �I KEY PLAN � � NOTE: ALL ELEVATION S�DES ARE SIMILAR TVP. ---------------- –��--�-------�--------'------------ --- ----------�----�-------- --'-----�-�----------�----- ��-- ('�1"OpObd�RIO►nEflGY POWlf OM10ftODf 10f Seagate 10200 South De Anza Ba�levard Cupertino,CaifiorNa �� -CORN � � � � SEAGATE AUTHORIZED REVIEW EXTERIOR TOWER ELEVATfON TYP. �5 ________SECTI.ON_A_� REVIEWED DATE SIGNATURES N �/4'–��^ ENGiNEERtNG � 4„ � rs sr�uc.uau�c snFETY �ee snunuvx owos ENVIRONMENTPl. .r rox�xvn�yu� „ � "AUCONE SEALhNI REYNOlUNO .,.onv,vnnn wecv�cx.,iOr: MntE v/�I+Et E!�11USKJN NOBOND-REVEAL DETAII NTS -DETAII NTS P€YN060taD �OMN.vN.�U, � h A41��F PA(Jtl exrrusia+ SIIICON[ SFAMNt CcY GAS�tEI [45?E+HS nS¢EdARED wEG lp��rµ M1V�LE o4+El fzIRUWJH 15 irRULluRU NEMBlP StE S1RUC I WN DwGS rou r�.i vm REYNOBOND ROUT AND RETURN DRY PARA :fYN060N0 JMM vMkl' SILKONE SE,kM'1 FEMALL VnNEI lXtRJ510N (fi�Mt4 G1�iNG 10 4kHll+ `/+i!!40CAiqN rnu[s�i��vr.vei exrvusan CUPERTINO EMERGENCY POWER GENERATOR �gE� ��Nrp \G� WiLLIAM R. F�� v MAHAR,JR �,REn,. ,�–ao–�a q C-7912 �� T�� C A��F��- DATE: REVi5i0N/ SCALE: SHEEf: �� oa No. A3.1 NTS 4 SHEET OF NOT USED � NTS �� NOT USED � NTS �� NOT USED � NTS �7 NOT USED � NTS �v NOT USED � NTS �J NOT USED � NTS �4 � 14 � 15 r,� I � I NOT USED � SECTION B � N75 �`� 1/4 1 0 '�b� NOT USED � NOT USED � NTS �V NTS � ��Ap r. Seagate ��,µ �� Greene Engineers I]W'�_,-1�r�ol�iP�rrv�S o[..�r]��vc�C�Ni',��ia W`,i�V lel14=51:ro%�7X'-0�hirfaP572`-�12i��♦ _S3SI;YNo1(, wHw p..�y'e�.�«��'x,-n 1.t�JCt ■... ��■ Rinne&Peterson �� s�ntucruxnc eNCwssxs i,n s.n.�..c.a..+.e.'.caeo ere�n.c�+an 6�e�ta-vea PA2 W ll{-Hfl � � ��Ile��cCc� --s;;� , �, �1,- , 820 6.MAIN STREET,SURE Z00 MILPITAS CA 93035 408 933 3677 650 6'i 8 2694 DESIGN BEYOND THE BOX DESCRIPTION PROGRESS PRINT PLANNING SUBMITTAL ING COMMENT RESP. DRAWN BY: CHECKED BY: $CALE: APPR.d7: KEY PLAN PI'tf��OMC��Sfl�f'0lfICY POMOf f�Dflef<tOY}Of Seagate �o�a s�a,�,��. c��tr,o,ca�o�a SEAGATE AUTHORIZEO REVIEW REVtEWEO DATE SIGNATURES CUPERTINO EMERGENCY POWER GENERATOR �S�p ARCNr�. \G� WILLIAM R. F�� v MAHAR,JR � REN. it-30-74 y C-7972 �� T��F CA�.�F�Q- DATE: REVISION�j SCnLE: SHEET: NOT USED /� NOT USED_� J0B"° q3•2 NTS � NTS µ SHEET OF NOT USED � NOT USED � NTS NTS 1�%� NOT USED � NTS �� --� _--�,, -, �11.3� �11� 101 �,� �; / NOT USED � NTS �� 9 $ � \.Y_. /� ENLARGED ELEVATION FOR NEW 1 HOUR ASSEMBLY � ��4„_�,�� v (//�� '_� /�—` 1 \ 7 � ( 6 ` 4 � ,. �_�- �� ! � � i � i � � ; i � � ' , ; ' ! � � i ! ' I t�l�l� �' � �m �7 ! �J \`.__/ � .,r_ -.. � Seagate "�� - P,��i Greene Engineers i7av'.:.��wk�.�mes�v��Z�.., ��:,�.�se.�.c:,��,.r��v�w5i�u iei la!�IZx:r.e:•f.v iaP°,7=">'.']x_��•�ots.:S3siCCwvic, �v�. ,-,:qic�uncev�9•••,�s._�� ■..� ■■■ Rinne&Peterson � STRUCTURAL ENGINEERS un e..n.ow u.a.�.cmo e.�o eso,c�a�m eso�uaao PAIt 651�1Ftlf� � I �im��ne'��c�� -;��.��,,,_ , 630 8.MAIN 9TREET,SUITE 200 MILPITAS CA 95035 408 933 347T 6S0 618 2694 DESIGN BEYOND TNE BOX J. BY DESCPoPTION DATI PROGRESS PRINT 02.70 PLANNING SUBMITTAI 03.08 � PLANNiNG COMMENT RESP. 04 it DRAWN BY: CHECKED BY�, %� SCALE: APPR.BY: 1 � KEY PLAN ��..d��.��. Seagate ' 10200 Soulh De Anza Ba�everd T ��C'�i�0i�d SEAGATE AUTHORIZED REVIEW REVIEWED DATE 57GNATURES � CUSTOMER OTHER OTHER CUPERTINO ' EMERGENCY POWER GENERATOR �S�p ARCHrT ��. \G� WILLIAM R. �� . i . � I I fl ��_.._-- I �. I � �. I � — I I �I v MAHAR�JR � � � ' �' ' ' '�-- ,�---' i � R�..�.,, i = -- ` � � I ' � REN. it-30-14� �`,_� I '� C-7912 � ' _ —' --, , �TF O�� ,r--' _ _ _ _ _ , ' �F C A��F ' I : AREA F WORK 6 POR ENLARGED - �� - �� NEW 1 HOUR ASSEMBIY,SEE DfT ELEVATION ��. DA?E: REVISION/ .. �. � �� . . �., : �. � SCIU.E: SHEET: EAST_ELE_VATI.ON f;1 J08"° A3.3 NTS `� SHEET OF �_� _NOT USED_� NTS �� NOT USED � NTS �� NOT USED � NTS �7 ��r NOT USED � NTS �J NOT USED � NTS �4 NOT USED � NTS �`� PHOTO � NT$ Y � PHOTO � NTS �v NOT USED � NTS � � NOT USED � NOT USED � NOT USED � NTS �v NTS �� NTS �_ � ,F �� . a?.1,' � ,,�`n .. �� f t s'�� . �.o'df#..�': ,7 . 3. � �,..� �. �;�y�.,.'� K -�'� �- `��':� 9"�� ; 3 , � , �� r f� �° , � I ,.ro y � I 1> —a�*� � 4 :i �.� f,` � � �� -�- '�:;., J * I r . «., �, � �� .�y� y�� r�� ii°. ' � s1+5, i � { .1�� 1 r�� , �a - �.:;�� j , i _ � �� .. . ,`} �~T p �, �-. K. R��. � � w. 'M . �"v��ht�. �..�. ��,,� � „�;� �,,'��; � ; _',+: _-__ # . - �.. �. � � � t �` ; �r� e '�+� F.� ��^�� s�.� �Fs.q :�$i;.. � . � s PHOTO � NTS � PHOTO � NTS t PHOTO� NTS J f_—___—_—__—_ �—_ � � Seagate I �� Greene Engmeers .,,, .. S,, �W 4 wSi;U i a.._ �E�a�,�:�z. . ..,s��.,�cr�o��'- � �_,_. uY._�__� �� ■�■ R.inne&Peterson :� STRUC'I'VRAL ENGWBERS �u,L..W.m asa.a�.C�ea Wb Aho.G 94fBf 6S0�L-1C40 PAZ W�]g-p{i � 1 �I�e��e ��,,, ,�; 820 S.MAIN STREET,6URE 200 MILPITA8 CA 95035 COS 933 3477 650 6'18 2694 DESIGN 6EYOND THE BOX DESCRlPTION PROCRESS PRINT PLANNING SUBMITTAL DRnWN BY: CHECKED Br: SCALE: APPR.BY: KEY PLAN Prorw�ed Err�srgency Power Qerx.vator tor Seagate �ozoo so�a,�,n�,�e e«,��d. cupertino,ca�iorr�fa SEAGATE AUTHORIZEQ REVIEW REVIEWED OATE SIGNATURES CUPERTINO EMERGENCY POWER GENERATOR �SEa ��hiT \GF' WILItAM R. �� v MAHAR,JR � REN. 11-30-14 y C-7912 �.��P �� C AL�F� DnTE: SCALE: PHOTO � �OB NO.: NTS µ SF{EET OF REVISION� SHEET: A5.1 �_„ � k'%Ga.v.BOtTS w � 2�"BOtt EMBEDMEfJT �L� IH CONCRFTE,�yC,Of I 4 4"$TEEI BOIIAND Wj CONCiETE INFIII.(49" H7.Af.�.7O TO71 � �a'x�s°MeTa�e�s� PLATE PAIM TO MA7CM W ALl COLOR ATTACM TRACK TO STUD AT EA. FLANGE WI7H#8 SM SCREWS #8 SM SCREWS AT 7 2"O.C. CONCRETE SLAe METAl5TUD5 fA$TEN 70 COLUMN ADJ. EXISTING CONCREiE COLUMN TO REMAIN 1"SEMI RIGiD INSUU+TION PANELS.TAPE ALL101NT5 BOLLARD PLAN DETAIL � WALL AT C�LUMN_� NTS �� NTS �'� RACK STUO WAII SIZE 8 SPACING, :tTIONS AND SCHEDULE •UP MEADER SEE SCHEDULE N$CREWS AT 1 2"O.C. JRE STUD REO'D FOR OPENING TO BACK 51UD5 WRH A SCREwS AT 12"O.C. .TRACK WITH MLTI O.t45 X-DIJI :R ACTIVATEO FASTENERS AT 16" I.N.O.INSTA�L IN ACCORDANCE THE REQUIREMENTS Of ICGESR-1b63.PROVIDE WASHERS. FULL NEIGHT PARTITIONS KING STUD SPAN HEADER StZE CONSTRUCTION � 20 GA.MIN.x 4�_�� H 20 GA.MIN,x PARTITION DEPTH PARTITION DEPTH � 20 GA.MIN.x 6�_p�� 3 5/8"-20 GA.MiN.57UD5 ON PARTITION DEPTH EOGE x PARTITION DEPTH � 20 GA.MIN.x 8�.p�� ^�{ 6"-20 GA.MIN.STUDS ON PARTITION DEPTH W EDGE x PARTITION DEPTH � 18 GA.MIN.x ��,�� r'j S��-18 GA.MIN.STUDS ON PARTITION DEPTH �� EDGE x PARTITION DEPTH 1"A'i 18 GA.MIN.x r b�_�� 8"-16 GA.MIN.STUDS ON � �� PARTITION DEPTH EDGE x PARTITION DEPTH CEILING HEIGHT PARTITIONS KING STUD SP� HEADER SIZE CONS?RUCTION 20 GA.MIN.x f--j 20 GA.MIN,x �PARTITION DEPTH 4��N PARTITION DEPTN �20 GA.MIN,x 6�_p�� 3 5/8"-20 GA.MIN.STUDS ON PARTITION DEPTH EDGE x PARTITION DEPTH �20 GA.MIN.x �Q�_�� '("j 6"-20 GA.MIN.STUDS ON PARTITION DEPTH �"� EDGE x PARTITION DEPTH �20 GA.MIN.x �2�_�� 8"-20 GA.MIN.STUDS ON PARTITION DEPTH EDGE x PARTITION DEPTH � 20 GA.MIN.x �6�_�n j�*j 8'�-18 GA.MIN.STUDS ON PARTITION DEPTH �"� EDGE x PARTITION DEPTH ATTACH TRAGK TO$TUD AT EA. PUNGE W�TH#8 5/�SCREWS �O�^ b" 20 GA.TRACK TO MATCH WIDiH OF $TUDS,TYPICAL � .� #8 xl"SM SCREWS Q 12"O.C.,TYP. DOUBLE STUD TO MATCH WALI WIDTH it8 K1"SM SCREWS Q 12"O.C. METAL STUD COLUMN AT OPENING IN BAFFLE � NTS USE(2)SCREWS fROM EACM TRACK FIANGE TO S7UD F LANGE STUD SEE SCHEDULE,ONE STUD MIN. DIRECTIY BELOW EACH JOIST SILL TRACK(NOTE:TOP TRACK NOT SAME GA.) PROVIDE HIlT1 0.145%•DNI POWER ACTIVA7E0 FASTENERS AT 16"O.C. U.N.O.INSTAILIN ACCORDANCE WITH TME REQUIREMENTS OF KC-ESR-1663.PROVIDE WaShiERS. NOTE:SEAT STUD WEB TIGHT TO TRACK WEB TYP.AT TOP 8 BOTTOM OF STUDS NOT6S: �a - 1.USE FOR UPPER WAII HUNG CABINTES,FULI HEIGHT CABINETS, HAND RA�LS,WAII HUNG EOUIP,ETC. MN(WT-200LB$/LIN FT. 2.IENGTH,HHGHT,&IOCATION TO SUIT ITEMS BEWG FASTENED.SEE ANCHORAGE DETAiI Of$PKWC ITEMS FOR ADD'L INFORMATION. 3.ATTACH TO(3j$TUDS MIN. 4.USE ttl 2 SEIF TADPING$CREWS MIN.WHEN ATTACHING ITEMS. 5.USE DBL STUDS WMEN$TUD IS $UPPORTING MORE THAN(3) BACKING PLATE. 6.USE 14 GA.X 6"VIATE AT IOWER CASEWORK GABINETS. NO1CM BACKING FLANGE,STUD WEB GONT. t b GA.STUD,DBL 57UD AT OPENWG wKERE OCCURS ��•--��-�� 6"16 GA.DEEP LEG TRACK TYD. BACKING TYPE 2-MAX.200 LBS/LF IOAD � NT$ `� STUD WALI St2E&SPACING, �TIONS AND SCHEWLE TYPE B35�3'ia°StUDS) FULL HEIGHT PARTITION-S�UND ATTENUATION R SEE A PROVIDE S 1 j2"SOUND lNSULATION CONTINUOUSLY BETWEEN SiUDS. PROYIDE CAUIKING AT ALL PENETRATIONS INCLUDING EIECTRlCAL AND TEl/COM BOXES. H TRACK TO$TUO Ai EA, ,E WITH i26 SCREWS MG$TUD WITM�4�#6 SM SCREW$ LTERNATE iRACK WITFi MILTI 0.145 X-DNI 2 ACTIVATED FA5IENERS AT 16" N.O.INSTALL IN ACCORDANCE �HE REQUIREMENTS OF 2•16C3.PROVIDE WASFIERS. tETE SLAB CLIP ANGLE t4)#8$CREW$MIN. TRACK IG STUD•SEE SCMEDUIE ws nT i 2"o.c. _EA.SIOE aT 1-I%7"O.C. REFER TO DETAII 6-A9.1 FOR TYP. KING$TUD CONSTRUCTION . CLOSURE STUD REQUIRED FOR OPENING JAMB REFER TO TABIE FOR KING POST CONNECTION(TYPICAI) #8 X 1"SM SCREWS A7 12"O.C., TYP.AT EACH FUNGE&WEB i/////Y////////X///////////// ///i�/�/�ji�lY///i�/�/�//1.1��//////// (E)CONCRETE 20 GA.SLOTTED SL�P TRACK REQU�RED WITH HILTI 0.145 X-DNI POWER ACTIVATED FASTENERS AT 2�-0"MAX.O.C.AND 6"FROM ENDS. iNSTALL IN ACCORDANGE W1TM THE REQU�REMENTSOF ICGESR•1663. PRO�IOE WASHERS.REMO�E FIREPROOFING,AND THEN REPIACE ND REPAIR fIREPROOFING AT All TTACNMENTS AS REQUIRED UPON �CAULK WITM HRE RATED$EALANT, �TYP.WHERE LABELED 82. 20 GA DEEP LEG TOP TRACK WITH ta8 SM SCREW$AT EACH STUD 1"SEMI RIGID ACOUSTICAI INSULATION PIN MOUNTED AND TAPED AT 101NTS. """l CORNER TRIM,TYO, ,COUSTICAI BATT. ATION GONTINUOUS YP.8D.ON}"GYP.BD.AT )N MTL STUDS l STUD PARTITION ORCING TAP WITN JOINT POUND TYP. AETAL STUDS AT 24"O.C.j20 . __MI RIGID ACOUSTICAL WAII PANELS CONTINUOU$TAPE ALL lO1Ni5.PINNED AN�ADHERED TO ADJ.GYP.BD.WALL,TYP. CORNER DETAII � NTS � KA�,R IV MAII_ri WIVIrt V� f PiCAI #8 xl"SM SCREWS i31 17"Q,C.,TVP DOUBIE STUD TO MATCH WALL WIDTH #8 xl"SM SCREWS (�12"O.C. .,.`�;,v`^„;;w � ��,�4.._�:� eJ., Seagate x�� Greene Engineers 1)<0�ec�tir�ob��m'e S,�I"�1':.�S�•i!�SV�C�ii!v�q K".I10 �r�I�!�12x-�zcr_�.w,Ixn12c��-�mi.�a,�:s�sioo9o�c w.nv p•.ra,xtu.�br9��v�t.cu^� �� ■�■ Rinne&Peterson �� s�nivcTaunr.enicnvB$xs �w s..e.�..+e n..e.s.r c�ue PJe ALe,G 91JW ifB/M•HM PA2 W�L-tNt � � �e��.�� 9-��1'�, �-'* 640 8.MAIN STREET,SURE 2�0 MILPITAS CA 95035 408 933 3177 650 618 2694 DESIGN BEYOND THE BOX DESCRIPTION PROGRESS PR�NT PLANNING SUBMITT1a. METAL STUD COLUMN � NT$ � DR4WN BY: CHECKED BY: SCnLE: APPR.8Y: KEY PLAN SINGLE LAYER-1"IOtJG,#6 TYPE S DRYWALL SCREWS AT 8" O.C.AROUND PERIMETER&12"O.C.TO INTERMEDIATE STUDS. STAGGER SCREWS ALONG VERTICAL ABUTTING EDGES. DOUBLE LAYER-FIRST LAYER:1"LONG,#6 TYPE S DRYWAIL $CREWS AT 8"O.C.AROUND PERIMETER&12"O.C.TO INTERMEDIATE STUDS. SECOND LAYER: APPLIED WITH INSTAII 2"THICK USG SOUND YERTICAI JOINTS OFFSET ONE STUD SPACE FROM FIRST LAYER ATTENUATION BLANKET BEiWEEN STUDS WHEN TAGGED 825,835, USING 15/"LONG,#6 TYPE 5 DRYWALL SCREWS AT 8"O.C. s2/t,oR a3/i. AROUND PERIMETER&12"O.C.AT INTERMEDIATE STUDS. STAGGER SCREWS AIONG VERTICAI ABUTTING EDGES. 5!8°TYPE X GYP.BD.EACH SIDE (N)6"INSULAitON EXTEND STUDS TO UNDERSIDE OF DECK 3625125-43 MTI.STUDS,20 GA. M�N.,AT I b�O.C.MAX.Sff METAL FRANUNG NOTES FOR MORE RESTRICTI�E REQUIREMENTS WNEN APPLICABLE 20 GA.TRACK WITH MILTI 0.145 POWER ACTIVATED FASTENERS AT 2'-Q"MA%.O.G AND 6"FROM ENDS. INSTAII IN ACCORDANCE WITH THE REQUIREMENTS OF ICGESR-166J. PROVIDE WASHERS.#B SM SCREWS AT EACH STUD 1"SEM�RIGID INSULATION BOARD MOUNTED TO MSULAiION BOARD AN�TO FIOOR GONCRETE SIAB. PROVIDE BATT INSUt1+TION IN CORNER TO MAKE CURVE OF PANEL. TAPE IN PLACE AND PROVIDE MOUNT�NG PIN. 3/16"THICK CONT.ARNO FOAM TAPE APPIIED AT BOTTOM OF TRACK ACOUSTICAL SfALANT(CONTJ 20 GA.IRACK WITH HllTl 0.145 POWER ARIVATED FASTENERS nT 2'-0"MAX.O.C.AND 6"FROM ENDS. INSTALI IN ACCORDANCE WRH THE REQUIREMENTS OF ICGESR-1663. PROV�DE WASHERS.#8 SM SGREWS AT EA�N STUD (E)SIAB ON GRADE TYPICAL FRAMING DETAII � WALL DETAiI � NTS �� NTS � GYP.BD.FASTENERS� NTS J INTERIOR PARTITIONS(NON-LOAD BEARtNG) 1. UNLESS OTHER WISE NOTED ON THE PLANS,STUD SIZE&SPA�ING FOR INiER10R PARTITIONS$HALI COMPLY WITH SSMA ICBO 4943P. 2. METAL STUDS SHAII BE�DIERICH'ICBO?54784P IARR t?25218,OR�CEMCO'ICBO #E53403P IARR#24923 TYPE OR APPROVED EQUAL. 2. THE BRIDGING,BLOCKING OR END BEARING STIfFENERS$HAII BE A$REQUIRED BV THE MANUFACTURER UNLE55 NOTED 07HERWISE ON THE DRAWINGS. 3. BOTTOM TRACK$HAIL BE 20 GA,MIN. UPPER TRACK SHAII BE 20 GA MIN. DEPlEC710N SIIP TRACK SHALL BE 20 GA MIN. PARTIAL SSMA V�'Atl HHGMT tABtE�OMPOSITE 3 PSF•:j240 $IZE MAXIMUM PARTITION HT, MAXIMUM PARTITtON M?. $PACING HEIGMT SPACING MHGMT 2505115-33 16' 12'•l0" 24" 11'-7" 3625iZ5•33 i6" 16'-5' 24' 14'-9" 3625125-a3 16" 1B'-0' 24" 16'-3" 3025125-a3 t 6" 18'-0" 7a" i 6'-3" 4005125-J3 16" 18'-4' �<" 16�-5" 6005��5-33 16" 24'•6" 24" �1'-T 4051 ZS-43 16" 19'-5" 2n" 17'2" METAL FRAMING R'opwsd Emx'peneY POwOr f3enOfaeor}Or Seagate 10200 8outh De Arue Bouleverd G�C�t10�� SEAGATE AUTHORIZED REVIEW REYIEWED DATE SIGNATURES CUPERTINO EMERGENCY POWER GENERATGR ��p AR�tiip G� YALLIAM R. F� v MAHAR,JR � � REN. 11-3Q-14 y C-7912 �� TF OF �AL�F`�� pATE: REViSION/ SCqLE; SHEET: �°e�.; A6.1 SHEET 0� NOT USED � NTS �� C � 19(!A9*(ELB0.CKWGPL4TE � I � PRf��S'COf:�.GRNE�?GftEMAh ' � lia •� °e i " :M100::el P.WNG PS NEF.Ut1: IIad i BACNING 0.00ICONINUGUS) f � a 1 I t OY+M�llK1 U4'.1:MONF SFI.!M' � I�` ��cf4�I�6�:INC��FM�Fip�; III �� f.t�iKfL45nINVC4FJVERAS5Eh1Pl'i 1AFTN 9'UGCC.SCRFFfi I �I INE X JA?CR9MFKJR I I � I 3�1 A;JF FLV�h�X>D EECVRE TGMC7N. I STU� I �. ,��8. 21;PNE7ALS'J05��2'7C. unx��!cn � _ ii!i"YPF't•[R.G�/P qp. II,tlIN.ANGLk3'.c['�Y�!P'!OStCUN[ NO'E: v�ryEL iU 3TRUCTURE SEE STRU!7. �pR A?TqCHMCNT TO THE L`USTiM1G e'��'' <rRUCT�RF.SFF 5'RUC�UW�L tlft�YMI.GS g �OR TME FM4.�TTACHA:ENTCONNEC:TIOR. ' HEAD 1 HR.A EMBLY �3 t�TS SIfl'�VI+F',('�H.Clvu�. i'��z r+eTni sTUOe 8c«'o,c. naz��ca IlJ"eJJF�'lv�ynnU 9tCU�R f7 MF'N $TURS 1 R+f OF•:4P(Xt MPRI� FAETq1 STUCCO SCREEG tAt�AL tlA9H�NG��✓tJ�:'EN ASSk V Bl l 1!14`:�?OnUI�J3 9111�:�F 9Fa N.4T BAC!tW G RUD(t:9NIM W�' :v000 aixrn.r,ns r�eceo FREGASt(;pry(;.PANEL TO REfANN FOH�ilr�CHMENf fOIHE!%44�k1G SIHJCIUHL,$EE S�HUC1UfiAL 0�'NIhGs FOP.TlIE FWAL ATTACHMENT'f.ONNE�T�� i JAMB 1 HR.A EMBLY Nrs 9 NOTE' F61{AIIACt1A1tN?�OTHEEX51RKi 9TRUGTUftE.6EE STRUCTl10..A pRA:`fMGS FCR THE FMK ATTA�IIMENTl4CNNECTION. 1 NOT USED SECTION 1 HR.ASSEMBLY&ACCENT LLION NOT USED � NTS 1 8 NTS 1 4 N75 �V �� f�l,� i��o � ��'�' ��'!��. �.I M I I I�� :?;��J:i;f!:"� �� I�..�I 1 _N_OT_USED_� SILL 1 HR.A EMBLY NO__T USED_r1 NTS �r NTS 1$ NTS NOT USED 20 NTS �+O►� N�T USED � NOT USED � NTS �V NT$ �L � � I � 5��:r �-E i�_ 1"RIGID ACOUSTICAL INSULATION. SEE SPK�FICATIONS ON SHEET A2.1 20 GA.TRACK WITH HILTI 0.145 FOWER ACTIVATED FAStENERS AT 2'-0"MAX.O.C.AND 6"FROM ENDS. INSTAII IN ACCORDANCE WITH THE REOUIREMENTS OF iCGESR-1663. 7ROVIDE WASHERS.#8 SM SCREWS AT EACH STUD I j2"GYP.BD.ON BOTH SIDES. 3/16"TMICK CONT.ARNO FOAM TAPE APPl1ED AT 80TTOM OF TRACK FIRE RATED SEALANT 20 GA.TRACK WITH HILTI 0.145 POWER ACTIVATED FASTENERS AT 2'•0"MAX.O.C.AND 6"FROM ENDS. WSTAIL IN ACCORDANCE WITH THE REQUIREMENTS OF IC�-ESR-1663. PROVIDE WASHERS.t!8 SM SCREWS AT EACH STUD (E)$LAB ON GRADE WALL SILL DETAII � NTS `� %�!111� 1 �11//// Z �---3�'�METAL STUD COLUMN SECURE �� TO UNDERSIDE OF(E)CONCREiE SLAB BOVE. �MEiAI CORNER TRIM � 1;'2"GYP.BD.ON BOTH SIDES. 3�"METAI 57UD AT 24"O.C. 1"RIGID ACOUSTfCAL INSULATION. SEE SPKIFICATIONS ON SHEET A1.1 WALL DETAII /;1 NTS � r]�i i� SEE DETAIL 8/A6.1 fOR SiM HEADEI CONDITION EXTERIOR B� e"GYP.BD. � g�'GYP.BD. 3�'METAL STU�S SEALED 1'APART AT 24"O.C. INTERIOR BAFfLE ACOUTIGL INSUTATION SEE SPEQfICATiON ON SHEET A2.1 1'RIGID ACOUSTICAL INSULATION.SEE SPECIPICATIONS ON $HEET A2.1 METAL CORNER TRIM,iYP. E7(TEND METaL STUD TO FIOOR SLAB BELOW. SEE DETAII 2/A6.1 NOT USED � WALL DETAII � NTS V NTS �- nCWSiICnl9Ati.MSUIa*ION.SEE SPFGFKnLIQN JN SMFfI n1.i � 1 1'$ENJ RIGID 4C(N:SIKAI PiSUTA'IW�,TYV. � ME?Al CORNFR LFW. �'G�P.BD.qv NSDE fACE OF ENClOSUNE w�ll SiWS vP0`/IDE CONTWUOUS 4COUSTC SEAIAM?YV. IOC/'SfiWNPfO WITXLFYEV NwNDltS nP'c RECOAWFNOpD ifpR USE ON ACOJS7ICPL DOOR$ I I ��_---_�� —T y;� _ � .�� `�_� OVEPI�MCi-SW �;... �� UM.IIF MI+GE "' G------,.«K-.�.,.�, r---».�..�xG�.�. —,. �--I-- -..»�.»»,�,. --}—�. 1'EDGF�M».CON:iNtri�l15,�rP. 3�'MF�wI 51U�5 t6 t)COt�KREfF SLAB 480YE Pn�v�E SW?�KK A(T(Ji. ;'GfY.BC[NI#GVP BD.ON MEiAL SflJ05 NOT USED� NTS � DOOR DETAIL(HORIZONTAL SECTION1 � NTS J � i � � � � � T w , � I � � � i i OvEP�v 5�FY'N' I II 000a eortav. i— / �F�COI�KREfk YwB i0 fVEMRW DOOR DETAIL(VERICAI SECTIONj � NTS µ . � : '�� Seagate �� Greene Engineers I fl._hroby� S��1 !��c�'�.�4.'�k]Y+Sf I'J ,ei�u,eV xtarr.F�,>Ix��a»>:�i.�a,n,,.ssiocwvic �. ,.,.��.��3�_��, �� ■■� Rinne&Peterson �� sravcrvw►c Eavcuvsans ,u�n..sowa w.e..d�.cmo hb Alb.G M]BJ i6!!ISt-Lb0 PA][!S��L-Lf1 � � �cl�e�,�� f�.,f�,, / 6�0$.MAIN STREET,SUlTE 400 MiLP�TAS CA 93035 ♦OB 933 3477 650 6'I 8 2694 DESIGN BEYONO TME BOX DESCRIPTION PROGRESS PRINT PLANNING SUBMITiA� ING COMMENT RESP. DRAWN 6Y: CHECKED BY: SCALE: APPR.BY: KEY PLAN Propwsd E7nxpency Power t3enerator for Seagate i�'�ii�.SOUifI�C i\(1ZH BOl�DVBfC�. Cupertino,Ca�lomia SEAGATE AUTHORIZED ftEVIEW REViEWEO OATE SIGNATURES CUPERTINO EMERGENCY POWER GENERATOR �g�� c�riT \G� WILLIAM R. F�+� � IAAHAR,JR � REN. i t—30-14 yT C—7912 �� C A��E O DATE: REVISION/ SCALE: SHEET: JOB NO.: A6.2 SHEET OF ..Qj r p « a ( t 1 Bns�rt' �nr� BCAtF:Y'16'�1'0' SHEET NOTES Oi RiSE fKL ctPE TO G70UND IEVEL AND CONHEC�70 NEL�iLL 5TAi1pN. O�'ilJ[�i1LL P�PE.40UNT P�PC TO TME UNOE�OE W UPPER$�AB. SLOVE OwING TOW�RO fUEI STQRAC£7�I�1(IN TME GENER�TOR RppM. OS CONNELi 10 THE iAr�uc � Seagate s� Pil1 Greene Engineers I!4;;n�'Frr��iC'NO.SvR^?I:;�S.i.�,�f9��.�lM�r)rny,�9S11:� 'rl 1.1Mi NIl-'�:J�f��n.1+�9i=k'�_?�.�I�_b�.,Y VS351^�Aq��. .s.w.�,m.�•..i n+r�.ap,n�r.._.n �� ■�� Rinne&Peterson �� srxucrvRAS.RrrcwBSUs �W.e�..a..o.��..�» Pis AM�.G WY tl�UL]W !AZ N�ltl.fYl __� �ll � �� _��/\�/ 620 S.MAIN STREEf,SUITE Y00 MILPITAS CA 95035 608 933 3477 650 6�8 2694 DE31GN BEYOND THE BOX �� DESCRIPTION j . Pt/JINMG SUBMrtAI , DRAWN BY: LC Ct1ECKED Br: LG SCn�E: �S Sr+O�MN nPPR.B�': LG r---- �KEY DLAN { i � � � � L� -- � Propoaed Emergerx,y Power Generator for Seagate 10200 South De Anza Bo�evard. C�ertino,Ca�fiornia SEAGATE AUTHORIZED REVIEW RfViEWED I D�TE S�CNATURES CUPERTINO EMERGENCY POWER GENERATOR BASEMENT PLAN S�oqot.Job Numar: DATE: �---- I�+EVISWN/-----_ ------�---°_a�__....__.._ SCAIE: �/16"�1'-0' SHEET: JOB NO.: US3510099� P1.OP SHEEi 0� I nn�couvnrrv: rxse�vn«ic n nn.��n,ronce co��y rvetiona wmmaciai Ssr��+cae t737 North Flnt Sirw4�+�te 500 Sqn Joea,LA 45112 OROER NluBER�. NCS-357311-$C TITIE REPOftT OATE: 4oy 4,2010 nnc o�FlCOt: ��naa r�9au (a08)579-8740 717LE VESTEO iN: Sy�ontec Corparotbn,o Da�owore Corpvollm NA?URE OF TTLE: �!�Simp�e uf to Porce1�One,un eceemenl ae ta Po.td�Tro tnrouqh St.. PROPERTY AODRESS: 10]00 Soutn De Mza Boulevar4 Cupsrtlno,CA 9501♦ Zp,pNG: P(R�t.�COm./U�l./1nd./MOtM)Ptannad Dava�apment SEIBACKS: P�r Uw Permlt(Plonmed Unit De�elopmenl)aee Nots 73 thh ahwt PARqNG COUNT: �;,, NOTORCYCLE: ap1 REOULAR e TO7AL 1S7 CONPACT 1B NANDICAP 3 20 FMNUIE 766 Tk {Zppp�p,�; Ion�1t,Ot�ar flootl Areaa.Mea�N 0.27G annual chwce flootl; a�as of 1X ar+r+ud Chante flood wlth overage dcpthe oi lel9 tnm 1 foe!w rltA 0rol�uga wwe lew thon i equare mpe:onE afwe pfoteGtetl 6y leveee(rom�7[unnud Mance fload as shown on Me Raod Inwrance Rate Mop,Community PanN Na.060339 0208 N, nr�c,.�„b u�,,a�� ASSESSOH'S FPHCEI NO.: 369-01-035 1 M�1 p[y�p7� Real property in th��ty of Cupartino.County of Santa Claro,Stata uf Collfanla. deserlDeE oe idlowe: PARCEL ONE: LOT 5,AS SHONTJ ON THAT CERTAIN MAP ENt1TLED 1RACT N0.7953 CUPERTINO qN CENiER PHASE!II,WHIC}i MAP WAS FILED FOR RECORD IN TFiE CFFICE OF 7NE RECatDER OF THE CAUNT'OF SANTA CLARA, STAtE OF CAUFOfiNIA ON i'EERUARV 27,7987,IN BOOK 571 OF MAPS,PAGES 38 AND 37. PARCEL 7VJ0: EASEMENIS AS DESCPoBED IN THE SECTION ENT!1LED'EASEAIENTS AND RIGHTS RESERVED FOR OWNERS�OF THE AR11ClE ENi1TLE0'EASEMENTS AND RIG+i75 OF EN1RY OF THE DECLARATON OF COViNANTS.CONDITIONS AND RESTRICilONS AND GRANT OF EASEMENT FOR CUPERi1N0 Cltt CENiER RECORDED OCTOBER 9,7985, IN BOOK J482.PAGE 190�,AS AMENOED BY THAT CERTAIN FIRST AMENDMENT RECORDm SEPiEMBER 2,1987.IN BOOK K281,PACE 2071.AND AS AMENDE�8Y iHAT SECOND AMENOMENT RECORDED FE9RUARY 7, 1997 IN fN51RUMENT NO. 13805374, AND AS AMENDED 8Y THAT CERTAIN 7HIRD AMENOMENT RECCRDEO FEBRUARY�, 1897 IN INSTRUMENT N0. 73805375 AND EACH IN THE OFFICIAL RECORDS OF SANTA CIARA COUNTY,CAL1FOf2NIA. PARCEL THREE: EASEMENT$ fOR PARKING, LANDSCAPING, SUPPORT, SETP.EMENT AND ENCROACHMENT AS GRANiED TO WPERi1N0 GTY CENIER BUtLpINCS,A CAIJFORNIA LIMITED PARRlERSHIP,Itd THE CRANT OF EASEMENT(CUPERTiNO C1N CENTER 5} RECORDEO fFbRUARY 5,t937 UNDER SERiES N0.13602298,OFFlpM.RECOftDS. PARCEL FOUR; EASEMENTS FOR PAftKINC S7RUC7URE SUPPCRT AS GHANTED TO SUAUTOMO BANK LEASING AND F1NANqNG INC., A DELAWAR€ CORPORAi10N IN EASEMENT FOR PARI(INC STRUCNRE AGREEMENIS RECORDED MAY 2C,1997 UN�ER SER�ES NOS. 13T11704 AND 73711108,OfFIpAL RECORDS, PARCEL flVE: EASEMENTS FOR PARKMG 51RUCTURE CON5TRUCTION SHORMC AS CRAN7ED TO SUAIITCAIO BANK LEA9NG AND FlNANCING iNC., A DELAWARE CORPORAiION IN EASEMENT FOR PARKING 51RUCNRE CONSTRUCTON SHORINC RECORDED OCTOBER 21,1997 UNDER 5€RIES N0.iJ803074.�FF'IpAL RECORDS. PARCE�SIX: EASEMENTS FOR PARi(ING,PARKING STRUCNRE AND LANDSCAPINC AS CRANiED TC TST CUPERTINO,LL.C.,A DELAWARE 11MIlED UABIIJTY COMPANY IN GF2ANT OF EASEMENTS FOR PARKINC, PARKING SiRUCiURE ANO LANDSCAPING RECORDED NOVEMBFF 1,7998 UNpER SERIES N0.15039134,OFFICIAL RECORDS. APN:369-01-035 a,u�ca.�oF tFau oFS�+noN u+o e�is a�.orim,►s s►+ow►� � A.L.T.A. / A.C.S.M. LAND TITLE SURVEY OF THE LANDS OF SYMANTEC CORPORATION, A DELAWARE CORPORATION AS DESCRIBED IN THE PRELIMINARY TITLE REPORT FtRST AMERICAN TITLE INSURANCE C�MPANY ORDER NO.: NCS-35T521-SC DATED: MAY 4. 2010 M � VICNITY NAP WOT TO SCALE t. G�nerd md ap�cid taxes ana aseaeem�nt�ror U.fl•cN y.m 20�0-20it.a il.n nol y�t due a Da7ADla �ar ri.oTr� 1a. Tnls item nos b.en int.nti«+any eMet.a. q0T PLORABIE 2. The Ibn of supplementol to�eq I!mY.oeausld Purouont to Ch�tn 3.�COTTMCkiQ w7tl+Seclbn 75 0(the Cdifoma Revenue ena TaraHon Coda. HOT PLDTTABIE 3. M�eevnent�Ims,tf applicable,cdlected wlth th�qenwai ond ep�Gd tnrs�,Inel�d'�np but not I'vnitee to lhose alecloesd by the�eflxtim ef tfie tdlowfnq a�Me taR roU: Communily Fx111Hes Diatrict Caunty LlDrory tqT PIOTTAYIF f. An wwns�t�ho�n a GediwlW on the mop Wad or�rcwded aa BoaM 526, Poq�a 3,1 ontl 5 0!ParcN Mapa For. PuNk NEewa�M ond Mcld�ntal purpowa. (Attecfe atrips of lond.10 teet.�d�,nlNin PorcN Tro) PIOTim 5. An eo�emenl ehown or Eedicoted m IN maD�eC w rowMW as Boo�526. Poqw 3.4 and�of PorcN Mop� For: PuNk�Gitles and Incldentd purpose�. (An.ee..vb•o+�a�d�o r..c.be,.�mtn Foreel.r.,o ma m�.e) no� By Resolution No.9739 ot the City Councq ol the Clty o�Cupartbw ot Santo qao County,a P�fon of wiA ausament waa votaled aa unnec»eay fa p.uenl or prosp�ctlre pudic uea liTw4 capy of.hkh wm ncwCed NovemDer 25,199b undar Oocummt No.13553987.Offk{al Rxortlt. By Resdutlon Na 9739 ot 1M City CouneN of the City o�Cupertuw�wdeE Februery 5.1997 undx�ocummt No.13801891,Offlalai RxmCa thot pation of lh� pEOW P�tlt utNltlp+ofem�nt riNin tM WestarlY 28B.�fi t1�t Of Lot 7 of T/aCt No. 7937 CLputMO C�tY Centa Phme iu woa vacoted. Sald mottx eHsata Pacds Two on0 Thrse 8. 1M tam�witl provl�ime eantaY�ed M the docummt enGtlad'COVenants'recwded /prtl 10,1984 in Book IN4,Poqe 237 of Ofikial Records. (AifeCtn Porcel Two) NOT P1.01TAlIE 1. 71re tame an0 provlslms confained in tha dacummt ntltied'Cownanti reca0ed Aprtl 10,198�in BooM�K4.Popa 239 of Ofikiol ReeorCa. (A+f.ees aweM.ona rrc ana mree) 110T PI.OTTA�E e. m.terme ond provleiona cantainad in t�a tlocument enUtbd'Covenanta'recaCeA �prp 1p,7gg4 tn BooM INa,Poqe 241 a(OtflGCI Records. (ANect�Gorcela On0.T�o mA 1Rree) NOT PLOTTABIF 9. An eaaemenl shown v OWboted on m.map raea w rxorCed Dctoeer 9,1985 a�Boak 550.Pogee 4�.45 e�d 26 0l Trott Yape Far. o)PuEtic ut/ity b)Emeryency inprcee a d eg au c Priwte h9r�n ontl epreu�or LoU i,2,3 ond�ot Troct Na.77 4 anC hcldenta! purpoe��. (AHech PorcN Two) 10�C�ovenanL,condltlm4 restrlcHai0.aos�mentR oaeesimenh,nene,rnarq�w hnn.MC pro.hiw�s' V+e tlowment reeardad OctoEer 9.19&S In 9ook,H82.Geqe 1907 of pMcld Recorda,rhich p�o�ide tnat o Ndatbn Mrwf�hdl�o!Oeteat or.sne�r in.a1M the Ibn o!any flra!mortqa9a or desE of Wet mods In good folth orM fw vwua�� I�tlnq any cowrwnt,coneitlon or mlrlctim Indkoth�9 e Welaence.Iknitatlon w d1�cMninatbn eaae0 m race,cdw.rNiqim,se..hondlcap.tonllial�tatue.nationW wlpM,�ezud wbntoUm.morkd ataWs,unccatry,�a+rn of income o•diaahNity,W the extent wcn co`maMa�aieRwne o....lricclon.Nwac.nne 4�,s.cc�a,Je�+(c),or ene Unitsd Stotae^,odet LawN1 resVictlons unda stale onE/e0aal lar on tix oqe of oceupanL N�.nior nouslnq w houNng M das pasone aholl not 6e cmetrued a� ra,trktim�On+eO on tamkid alotua. Document(a)Cedar4p modif�catlans thereof rxordN SepumMr 2,1907 oa Book N2E1. Pop�2071. S�cone ana MNC anen6n�nts Neroo/rocordetl Februor 7,1997 ae Doeumant Ho�.13605374 and 13603375. fourth ommtlmant lharw�r�cortl�d Fabrunry iQ/B99 oa Do�wnml No.1K>18770,a4 of OMCial Rxaros. (�fleets PorCelt�na Twq Thres mE oNN propNlY) NOT PIATTIIBIF 71. M aawn�nt lor wwa pipline aW�NdenlW W*DO��.roaardeE Navember 12,iBBS os Boak J517,Poqe/27 ot Mfictd Racoraa. In Fowr of: Cupertino Sa+�twy DulrSCt,Santo Guc County,Cdlfomlo AttacG: PwcN Two w,o„m �r 12 M�aaemMt iw communkaNOn IocNitba ona IntldentW puryotes.recwQad rp�m 1. 1986 oa Book Jff�B.Paw t25G o!Offlclal RsoorOa. In Fowr of: GaURc BNI �r�t.: v,.w r,� r60T7LD 13. M msemant ahown a EedicoteE a+tne mep fllsd or recorAed FeWvary 27,1987 In Book 571,Popec 36 and 37 0�Troct Mops Far a)Emerqsncy ueh�de acc�e�b)puElic utlftie�one Inddental O�+�Doeas. ��«K�,�,�,o.��.��m�� OnB�y Rudutla�Na 9759 af Ua City CwncB o�th�City of Cupertino o(SonW Claa Caunty.a patlm of wW eoeament rm wcotetl a�unnxusary}w pr��t or prospacUve D��c use,o cart�eO copy of whiM wae r�corde0 NovemDer T5,1996 unOx Qxument No.1J533B97,OKtla Rxorda. $y Rosolu!!on Mc.?7Zg o�!he City!'n�.!^cd n�M�!'ify nl(i.pwrflmi��rerdW February S,1997 unOar Dawment No.13801894,OHicld R�cords,a portlon of tha abore pub1lC utlftieR�w9Mry ingres9 mE sgree!tasemenfe r�t„In lni 7 of Trxt N0. �ss�a+n«u�o cny c.��Pn�u ia«o.�atea SoiO mottx aHacb PacMS 7wo ond 1Tree ta. M eaaanent e«xwar ppei+ws me Inoidenta w+,VOSOS.r.co.aad oecembsr 9,�flae os Book K783,PAGE 645 of Officid Rxartle. tn Fovor o(: CupertYio Smitary Dietrict,Santa Claro County,CdHanlo Affacla: Aa de�cri�etl thanin PL01'IfD 13. ��eamnmt for communiwtion tacNiU�e md Inddental purooxe,racaMa Jun�29. 1989 0o Book LUOa,PoQe 7 M OMGaI RecarCa. k�Fevor of: Pacifl<BNI Aff�cic Pwce�Tivn Ronm 16. TPe trme onC po.l+�one contolned In M�dowmmt entitlW'Aq�emant'rocortlW F�Drvary 0.1997 os Dooum�nt No,136022E1 01 OMcld Rwae�. (AH�cte Porcr On�) NOT fq.OTiIRE 17. M e0lYf�Mt�Of pVkk�Q.klQf�le O�M�roe�mC Irtciaentol Ourpoaes.neadad FlbNOI)'y. 1997 a�Docum�nt No.158022l4 of Gfficiul R�cords. M Fawr of: Cuperlino Gty Canter Apmtmanta 11,o ColHOmio ilmlted Owtnwenlp Aff.ct: N Mxr�Ded tl+er+in Dacument(a)dadaring modHkofiona t�xeol rerortlea SeptamDer 25.+.98E as Doc++m�nt Nc.1/118558 of OK lol Recortla. HOT PlD1TABLE 18.Covenanta,ca�dHlm0.reetrictione and eaaammta in the documant recudad FeOruwy 5, 1997 om Documant No.7J602285 of OfMlal Rxada t++t Gdatimq ony co+enont<MAltion rntrictim irWirnting prefe�m�cs,I'vnitotron or diwunination�aa�d m�au,cWa, Mlqbn,am.hend�cw�f��etatua nationd oriqin,xxud orNntotion,maritd stah�, m�aetry,swrce ot hoome or disab�lty,to Ms extent wc�covenanM,eonEitiona w re�trictiona vidote Ttle�2,Soction%04(c),of the United Statq Code�.tqwful roeMlctlone under etate and(eEVd kw on tre oqe of occu0a^�b+s��a houelnq or nwMng far dtler panon�shdl not be conrtrued os raatrictlaro Eased on(ompid etotua. Th�trma and provieiona emtained In tne document entlded'Can�ent to Declaratian ot Cownmte.Conditione,Raetiictime rnd Establiehment o�Eanm�nt�ond QWtdo'rcn of Prlvot�Accea�Eoaemmta racordad Fwruory S,ti97 oe�ocument Mo.13602287 of Oifkim R�corda. (A1f�ctn ParcNS O�e anA Th�ee) NOT VLOTTAOtE !9. T�e twms rnd Drovleiona contdn�d in tne exumsnt sntitlW'Apreem�nb'recorded Noy 20,1097 as Documant Hoa.73711104 anC 17711106,boM of Otflcid R�ead�. t10T RO'ii11dE 20,fi�tm�e ontl provlsWns cwtdnW M M�dotument antlGed�Agrsams�t'r�coided OctoEer 21,iB97 as Dxument No.15D030)4 01 OM1ciW R�corda 110T VIATT/�lld 21, qn eowm�nt for porkh9 and helMrtd pu�owe�.rxorde0 October 1,1998 ae Oocument No.I4t2D70S oi OfNtlal Rswrde. In fova.of: Sumttomo 9ank l.eaainq and Fnanca,Inc.,a Odawar�coryaalion Allactw Porcd Ona Documsnt(a)deUO�9 modlflcotlana thereof rocatlW July 31.20D8 oa Dxum�nt No. 19941250 01 OfT�oia�Records. ��Tha terms.DroNNo�s anJ aoa�ment(a)cmtolneo h the aocumant�ntitl�d�Gant of Eawm�nt�iv Ppkin9.Porku+g Structun md land�<apMp'r�aEW No�Eer 1.19BB a DowmMt No.16039174 of OMdW Recada. (Aflec4 PaeN Sle) ►1011ED 2J.R�qhb o!?��In Dos....wn. lIOT Pt.OTTA�L 9�ss eF a[� rTe Morinq North SOY1'13'Eaet Wiween M�fwnE monumsnt�on Tom Ar�nua oe eald mrnuma+fl M��+�w�tho±cxtoin mop antlHeO'TRACT N0.7734 CUPERi1N0 NWN CENiER °4AC."'M.Y.h xm m...(�..�.��.n Mtr�iw 9,19Ri M FenY fl!ff)nf Mnpn nt noqea?L- Z6 in tM�OfHCS ot the Rxortlx ot 5onto para Cwnly.wo�tokm a�th�Bnth a/Bw�MQ�Mr tnb s,rv�y. un�tt wme TM utNi111�N1o'/n on th{�mop M tlxivsd�rom rKOftl aata nntl/or nuffoa abMmtlon and orc opproxknate ady. No wurtonty I�YnDlled a�to the xtuol loeCtipn,fli�a'p�eea�ee o(any addtional u/Nity I'vwa no!shoan on tfih mop, ,�t•s�ncv wmcr. 1J fie�D iYVE commenls me oddsd 6y the proleaNmd Ia+O wrwpr. 2) AN dinanca+on0 tllmenelons are M leet onC dechnae tM�so1. Jj Oimsnfbnol Hrs to�mOrvrem.nta ore 90'to prapvty linea unl�ra noted, 4) "In�a'wY oa nhown on Nie wrvey inGcatea tha Eiatonce he�de a outNde of the w�bJsct Droperty a eoxmant. S) The dab o/the fidd survey waa FeCruory 25,2070. 8) Area o�Porcal 1 per 7Sde Repart�1.291 ocree. 7) Crpy ilopr lveo of bu4dtiq on ParcN 1�142,657 sp.ft.i,pr City of Cuprtlno rw��ltt. 8) Vshkrla and Pedev6Wn occans to propwty ws from Stevens GWc&W,D�Ansa Blvd,and Tarre A�e. 9) ltwn 14-Ciweat Intrseciing atr.et is RoArlguu�venue. Proparty ie�xotW aia�q th�eoatsrty lirro o�S De Mro BoWewd.330 leett norMMy kom M�MtKStttion ol Ue centerllnea o/5 De Mzo Boulevard anA RodAgues Awnue. 70)Item 15-Doas not opply to mb wrvey ae oniy cmvent�ona�wna eurreyinq eeonntau.s were uaed. 11) Itsm 16-There wes no oDeervaDl�evldante of earN morinq wk,buPOi!p eoMinrtt�m v M�idh9 oAdilima within reeent monFhe. 12)The mmNnum RelaNve PwitianN Accuracy is�.07 feet 3 5a DWn. 13)e�,,ea�e s.�ead<is cofndd�nt.ith WAtltng:irro. C�t� 7Mt unMnlqnW Rvvby cMifla�to 5�*nontec Corpartotlm,a Debwae Corportatbn,Seaqate Technofoqy LLC,o Mlaran IknitW IlabAlty comPOnY md Fkst Amsrlea+77Ue Inauranp ComP�Y. vnd apiqns,tMf,as o�tM dale Nown bdo.,i�ie map or Oat ond Me�urvey d+rh(ch it Is Oaaed wv�mode In occvdonce�M the'Ylnirrwm Strnwortl Detd�RequtemmU M ALTA/ACSM land Tide Surveys"Jolntly ertodceheE mtl oAOptM by KTA and NSPS{n 2005,and IndWes Itam�2 3,4.8.7(a).7(c),8.8.10.11(a)13.14.16.17 md 18 of TaDle A Nareof. Vursumt to(he Accuracy StmdarAa ae odoptetl by ALTA ond NSPS md in effect m Ne dote of t�la certiflcotbn.tha untlanfqnetl Mther<ertlffea thoC N�mY pefeaabnal apinim aa o IanO wrwyor roqbtsratl in tna State ol Cdifomiu.the RNa1Ne Poa;timd Accurxy of Na nwvey Cws not��t�ed Mat which k ap�eille0 tMn�. NM1thout Iknitatbn on tM foreqo'v�g,t�is eurvey aceurotNy drowe (i)tha locotla+ot Ne aterlar property lu+x of H+e pramima daevibed hareon(10200 Soulh De Mza BoWerord,Cupertino.CA 9501�)Dy caunes a�tl mewurcd dNtrnon,ONng tlre same Dromisea eoweA by TIHe Canmltment Num�er NCS-357527-SC leeu�d Cy FYSI Ivnerltvn TIUe InWronce Cm�pony duted FaCruwy 10.2010;(2)Ne Iocotbn of dl Wp0Nq0.tiruclunt mtl oNer ImDro�wnant�elhataE m Ms Prom4eq(3)aN�assnaftn, ryhta_o(_+roy and utl:ty IMee aHecti�q the Premlea�,whathr 6eneAthg w DurdenMq tha wme, .nw�an(a)meaoeed x,ue 71tk Commitmm4(D).�.m�s nom a Pt,yeic i Mwece�a,o+me vr.�,w..{<)e��,w,�a er u��a�<a'.r�c�w,o+utY{ty<nmP�y anA m��kqwicy plmf and drarrMgn oblcMd Gy M�unMnlgnM din[Uy from weh utNlty canpa+l��end municipolity,a(0)ol which M�undw�i�W�of bMn oa�eaa,ona ai�.�e�wry utlity a�rr�u tor Ne Grcmlaea le aw6aWa wW h Dbtt.onC a�lers tM Premlaa hom.on0 aix+�orpq to, pWlk rlqhtrof-May rlthoul uoaNnq or NrMCng uEJekdny M�OwIHs(Indudb+p.Wt not IMnitsd to,wotx[for botn�amastic purpoen onC fire proteetla�j,wNtery��rx,atorm Malnoq� [�auany arKtan oI�ow a+d dbd+orqs han Ms Pnmiml tlwVkily,yo�ond tel�p�on�): (4)ony estobliMed CulElnp Ihss,selEack 11nes a rnt�ictlona M ncaC or thol lwve b�en wtaWlM�d by anY aPPIkoW�:oni�q or EuNdlnq Cod�of orak�nncr,(S)di MaeecMnK�ts 0� ovamanpa onto ine Pnm{�u antl tM sosemsnb b�n�ffUnq t�s�ama.aN rncroaehmanL or o..mona�y e�+y a,�any.or knPmam�nb IoeotW en thr PrrnN��anta aiy w�vn�nh a any prop�rty oAJucent to the Prvnb`s,u�E ihe�xUnt ol any suM w�aooMmails or owrhanpf:(E)tre Ixatian.number,typ�and typlod�lia ot parMMp�pacek(7)the IotN �Quae loot ana ot the Praniaaa:(8)tn�dimentlom et dl DuNdMiq�.�Wetun��W�ca improvvmnt�on M�PnmiNS,whHha comPIKM or pmtiolly Wn�tNCIW�Of isve!,aw ony oth�.phy�kd mattxe.mtch mar offk!th�PraM�es a tltia Maeto,ane the rdotioneAlp o;wroh EuIIdMQa,shuetu�es,knproamenta anE otner ph COI 1110ILM6 by CNtmcee m:ne o«M.ca.or en�i+.anrue,wemi�.naa euaaMQ im.�..stiwew�..wec i�s.o„a NNRIMI�:(e)awc u»Md!s of pY euch Ouad'n9��od+�v N��:(�c)m er�b.oy.or oVi�r euts in Ne euroe ao�any ebest upon wMcn N�Pr�m4sa aDUU,(�t)Ne uais,N� nwth dreolion.Me ApinnMq poht the dhtanu[o the nsaro�t Int�naetMg etraet anE D�t of nfwnoa fram n1�iM Ne Pramina ar measured th�widfh o�ths�trwt or+a�aG an whld+ Ms Pr�rnhss abut.Ne Iot ona Dbck numDer shown on ony f0a0 map to whkli re/ronp N k maM in the leqd deacription of Ne Pramieea xi�ich k Ixatatl an Ue arvey,togvNar rvith the fltlnq dote oi eucn mep;(14)on ocmote r�fw�nca m th�rscarding IMOrmot'w�o!!M Camty of Santo C�a"a,5late ot Califomla,benU(ying dt eamnenta o1 rocor0 benetitlnq w burNn4�q tAe Premiesa:(13)tAOt whm coneWerca togctha,ttro Wemleve conN�tutas one cw�Uyuoua poreM of lond:(1t)Ne P.en�w ie not in on aao idenNl{etl by m agency u tlepartmenl o/ tM hEVCI qowmmsnt m a sp�cW flood hazed ono,a+d 14a within 2ons 7(o�Mewn m th� FlooO Inwronce Rote Map,Commun(ly Punel Numbar 080339 0209 M,ettsctiw 4ay iB.2009: on0(15)the Premisse hos direct Nqran arW eyrem to pudic rfqhtrol-.oy. The print of wrwy nllects bounduy tfnn oI Ue PremNen vihkA'rJOSe'Dy mathemetkd cdcu�atlon. �/�� `�,'�,�s.t�SG'�`�< /2-/g•/v � NFChoe1 A.Shoup.L5./7618 J i �� Datea IICMN E�k�c 12/31/Y010 * * ��q�'CA��S � Brion Kangos Foulk � � 0 � � � � � � 0 � �o� W �� , pOOoNON �Wp�v� �n�000 �('1�W�(?�fl NN 0.'�O(D � � � � N Q � O Y � ,. N ��1 � W Q Z Q' O J Q V � O W F�^ Za H N O F Q/�/� li� r a '� W` � ' / O � U V/ W W � Q � LL Q a� �Jg � N W" ZZ�Z JJav' � �O� N � Z � VOQ° Q LL � a a o I- U J V a W Z a i � N o z H Q' W a � U Lr. � i- U 100028 --------_-_------- ------- I P.U.E.k P.S.E. �z.�tre) CON EASE (E%.1Y) /�_ �_ �__ � I � � � \ P.A.E.,E.v.A.E.. �/ i P.U.E. (Ex.+!) I c.uc s as.e (CON�FASE, (E%.12) __ _- ______.,_.__ -� -- } _.-�_�..._. �_ ._. _� _ - - _ � _ 'lOT 0 _ '_- _ - _ _ '._ � y.� � __. __ ..."' _ _ ..__ � �___ � , � � � i I� J � � 1 I I ' u n� C011MON AFEA P.A.E..E.V.A.E.. k P.U.E (57t MACS 38i37) (EX.t3} I I __ _'_ '_-_____ " '� I .�� "_'.�__ � l �, 4 , �z�W � � �� I � �� I 0 N� � g �� LOl 1 � (571 YAPS 36k37) � �V (Ex.t6) � STEVENS CREEK BOULEVARD i ---------------- - -----�_----- , -_ rNO eo----- M MoN Box I � r-10'P.U.E.t P.S.E. 75 ___ _._ _- __"-__� ;Ex.4 t S) __ _ _ I _�s_'....' __ � _ _ `� _ � _ _ __ P.U.E k E V.A.E. � I � .__ �__ � __ - __ I � OM El�SEMfHT a0' -----�-- -- _ �EX.B�,z� ---- - - - -�-__� _1 ' i i � ' � i �--.o,�� i I � � � � � �oT+ uNOS o� I ( (SSC MAVS 21-i6J SYMANTEC CORPORATION/ (EX.16) I I NICHAEL WELUV'ER � I � aow�c�boSmEOO�w i � � IW W' I �� i � W� ! � uuo5 0� I I � � � ' �W � � ` d CUGERTiNO div CENTER BUILpHGS � � i� I 1,MIL'fIPI.E OwNERS(CON005 � shveHS c��c e�w � �, � � zaee s�KUS caEeK�� an:aee-oi-o2s � � �or+ � � I ior a I �Pr+'s 3E9-53-OOi TiRU 3aY-53-207 i ' f5so was aa-2e) i ! �Q I COMNApJ AREA g � �s�,w�as�aes�) j � � � i I i 50'-� � � I � � i I � � � � I � I I �70'P.U.E.i P.S.E. 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