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14080183
CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10600 N TANTAU AVE CONTRACTOR:NOVO CONSTRUCTION PERMIT NO: 14080183 OWNER'S NAME: CAMPUS HOLDINGS INC 1460 O'BRIEN DR DATE ISSUED:08/18/2014 OWNER'S PHONE: 4087835595 MENLO PARK,CA 94025 PHONE NO:(650)701-1500 I� LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION:RESIDENTIAL COMMERCIAL APPLE- COMM. TI; REMOVE OF(E)POWER POLES, License Class Lic.# 10 REMODEL OF ISOLATED BASE CHAMBER 2306 SQ FT Contractor NO,& CAt�yu rti. Date � )13 I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$10000 I have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:31618035.10600 Occupancy Type: permit is issued. APPLICANT CERTIFICATION 1 certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct.I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAY RMIT ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save 180 DAYS F7LLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the granting of this permit. Additionally,the applicant understands and will comply Issued by: Date: with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. � � RE-ROOFS: Signature it Date Z� All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection,I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of Signature of Applicant: Date: the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER 1,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) 1,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project(Sec.7044,Business&Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health&Safety Code,Sections 25505,25533,and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the declarations: Health&Safety Code,Section 25532(a)should I store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District 1 performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Sections 25505,25533,an -534. Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent: Date: permit is issued. 1 certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If,after making this certificate of exemption,I CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code,I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct.I agree to comply with all city and county ordinances and state Taws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, ARCHITECT'S DECLARATION costs,and expenses which may accrue against said Citv in consequence of the 1 understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. Signature Date CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 CUPERTINO (408)777-3228 • FAX(408)777-3333 • buildingi!�cupertino ori( ❑NEW CONSfRUC]fION ❑ ADDITION ❑ ALTERATION Tl ❑ REVISION/DBFF,RRED ORIGINAL PERMrI ii PRO.IFCT ADDRESS 10600 N Tantau. APN c /� /� 0� - OWNER NAME Apple Inc PHONE 408-783-5595 ( '-','AILL bwhitfield@apple.com STRI.FI ADDRESS 1 Infin int Loop CI LY, Sl ATL,/II' Cupertino, CA 95014 FAX (ON IA(F NAME. PHONE 408-627-9123 E-NIAII. david@whitneypolycn.com David Whitney YPcn.com Y SrRE.I:I ADDRF-Ss 2185 the Alameda, Suite 100 CITY,s,ATF., iTP San Jose, CA 95126 TAX ❑OWNER ❑ OWNER-BUILDER ❑ OWNFA?ADENr ❑ ('ONTRA('FOR ❑(ON IRAO FOR ADENI ❑ AR(-HI1E('1 ❑ENGINEER ❑ DEVEIOPLR ❑ TENANT CONTRACTOR NAME Nathan Dudley I.KT'.NSE NUMBER 791022 1 WENSF IYPL B BUS.LIC 7 (OMP.ANYN.AMF Novo Consturction "-M`"'- ndud,ley@novoconstruction.com EAX STRE:I:I ADDRESS 1460 O'brien S1A'' Menlo Park, CA 94025 PHONE 650-690-1660 ARCHH+(r.KNQNF:ER NAME David Whitney LICENSE NUMBER BUS.uC t COMPANY NAME Whitney Polcyn Architects E_'"A" david@whitneypolycn.com FAX STREE.Tw)DRF-ss 2185 The Alameda, Suite 100 C11Y.STAIF,71P San Jose , CA 95126 PIION 1 408-627-9123 DESCRIPTION OF WORK ,rw 1r6v r/ 0- K-le 0 ey I (-go w44 W BXIS {NG GS. ���R POSE USE ('ONST'R.TYPE R STORIES V� USE TYPE OCC SQ.FT. VALUATION IS) EXISTG NEW FLOOR DEMO TOTAL AREA 730 AREA aloe_ .AREA NET.AREA BATHROOM KITCHEN OTHER VVV REMODEL.AREA REMODEL AREA 7 REMODEL AREA PORCH AREADECK AREA TO"IAL Dr('K,PORCH AREA GARAGE AREA. DETACH ATTACH NDWELLm'UNITS IS A SECOND UNIT ❑YES SECONDSIORT --ONES BEING ADDED? ONO ADDITION? ONO PRE-APPLICATION OYES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES RECEIVED BY: TOTAL VALUATION: PI ANNING APPLµ ❑NO PLANNING APPROVAL LE 1 TCR EICHLER HOME? ❑NO -� 0 JQ O By my signature below,1 certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building constructio I uthorize representatives of Cupertino to enter the above entifed property for inspection purposes. Signature of Applicant/Agent:_ Date: SUPPLEMENTAL INFORMATION REQUIRED PLAN CHECK TV PE ROUTING SLIP New SFD or Multifamily dwellings: Apply for demolition permit for ❑ OVER-THE-COUNTER ❑ BUILDING PLAN REVIEW existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS ❑ PLANNING PLAN REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ STANDARD ❑ PUBLIC WORKS form if any Hazardous Materials are being used as part of this project. ❑ LARGE ❑ FIRE DEPT Copy of Planning Approval Letter or Meeting with Planning prior to submittal Of Building Permit application. ❑ MAJOR ❑ SANITARY SEWER DISTRICT ❑ F,NVIRONMENTAI.HEALTH B1(lg9pp_2011.doc revised 06121!11 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10600 N TANTAU AVE CONTRACTOR:NOVO CONSTRUCTION PERMIT NO: 14080183 OWNER'S NAME: CAMPUS HOLDINGS INC 1460 O'BRIEN DR DATE ISSUED:08/18/2014 ,OWNER'S PHONE: 4087835595 MENLO PARK,CA 94025 PHONE NO:(650)701-1500 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION:RESIDENTIAL E] COMMERCIAL APPLE- COMM. TI; REMOVE OF(E)POWER POLES, License Class Lie.4 % O f2 a REMODEL OF ISOLATED BASE CHAMBER 2306 SQ FT Contractor AJoVn Date 7 �✓/ DEF# 1 -THERMAL CHAMBER DETAILS/CALC'S- 1 hereby affirm that I am licensed under the provisions of Chapter 9 ISSUED 9/4/14 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the )performance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$10000 1 have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:31618035.10600 Occupancy Type: permit is issued. APPLICANT CERTIFICATION 1 certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct.I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS IT ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save 18 ED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the !� granting of this permit. Additionally,the applicant understands and will co Date: with all non-point source regulations per the Cupertino Municipal Code,Se n 9.18. 2/ RE-ROOFS: Signature Date 7 All roofs shall be inspected prior to any roofing material being installed.If a roof is installed without first obtaining an inspection,I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER 1,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) I,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project(Sec.7044,Business&Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health&Safety Code,Sections 25505,25533,and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the declarations: Health&Safety Code,Section 25532(a)should 1 store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code Chapter 9.12 and 1 have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Sections 25505,25533,and 255 Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent: Date: permit is issued. I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If,after making this certificate of exemption,I CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code,1 must 1 hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct.I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, ARCHITECT'S DECLARATION costs,and expenses which may accrue against said City in consequence of the 1 understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. Date CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10600 N TANTAU AVE CONTRACTOR:NOVO CONSTRUCTION PERMIT NO: 14080183 OWNER'S NAME: CAMPUS HOLDINGS INC 1460 O'BRIEN DR DATE ISSUED:08/I8i2014 OWNER'S PHONE: 4087835595 MENLO PARK,CA 94025 PHONE NO:(650)701-1500 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION:RESIDENTIAL COMMERCIAL APPLE-COMM. TI;REMOVE OF(E)POWER POLES, License Class Lie.# REMODEL OF ISOLATED BASE CHAMBER 2306 SQ FT Contractor CdA F 1 REV# 1 -ADD PRIVACY CURTAIN TO(E)LAB- ISSUED /`/�t/ c ,� Date 1 12/15/14 1 hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$10000 1 I have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:31618035.10600 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORD IS NOT STARTED correct.I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS OF PERMIT ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save 180 DAYS F CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the granting of this permit. Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. RE-ROOFS: Signature Date All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection,1 agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that 1 am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER 1,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(See.7044, Business&Professions Code) 1,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project(Sec.7044,Business&Professions Code). 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health&Safety Code,Sections 25505,25533,and 25534. I will 1 hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the declarations: Health&Safety Code,Section 25532(x)should 1 store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued, will maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Sections 2550 , 5533, kid 25534. Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Owner or authorized agent: Date: I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If,after making this certificate of exemption,I CONSTRUCTION LENDING AGENCY become subject to the Worker's Compensation provisions of the Labor Code,I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued(Sec.3097,Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address_ I certify that 1 have read this application and state that the above information is correct.I agree to comply with all city and county ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, ARCHITECT'S DECLARATION costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. Date CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT- BUILDING DIVISION Is 10300 TORRE AVENUE• CUPERTINO, CA 95014-3255 (408)777-3228 - FAX(408)777-3333 - buildino5cupertino.org CUPERTINO ❑NEW CONSTRUCTION ❑ .ADDITION ❑ AL7EP_kTI01q/TI ❑ REVISIO EFERRED ORIGINAL PERMIT n (//�✓ PROJECrADDRESS ' (00O NAPN 9 O\A'NERNP.A4E PHONc E-MAIL STREET ADDRESS `�� �oo CITY, STATE,ZIP l)�^O �S FAX CONTACT NAVE PHO c6 S O- G q 9_r/lV V E MAS ( i l e - N lam— � N��oc n�� STRE=1.ADDRESS CITY,STATE, ZIP I� l} F.4X IJ OP?.ER ❑ ON -ER—BUILDER ❑ (AWE.RAGEN7 &�'CO1.TRACTOR 13 CONTXkCTOR AGEl ❑ ARC?LT Cr ❑D,GD�rE`_R ❑ DEVELOPER ❑ 7't1�At�7 CONIRACfORN.AME LICENSE LICENSETYPE BL'S.LIC �Q Vc> �n� Yl.l. ler 1 0a, l/ COMPANY NAME E-MAIL FAX /%I-va n5 r 04,1Vo c-t,-�V`4,., h. STREETADDRESSCITY,STATE,ZIP PHONE 160 0 Prl ARCHITECT/=NGrN'EER NAME + LICENSE NUM3FR BUS.LIC R v ` COMPANY NAME E-MAIL FAX STREET ADDRESS CrTi 1',STATE,ZIP I PHONE DESCRIPTION OF WORK / e ` \ EXISTING USE PROPOSED USE CONSTR TYPE R STORIES USE TYPE OCC. I SQ.FT. VALUATION(S) EXLSTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA BATHROOM KITCHEN OTHER REMODEL AREA 7 REMODEL AREA REMODEL AREA PORCH AREAI DECK AREA TOTAL DECK/PORCH AREA GARAGE.AREA: DETACH ❑ATTACH T DWELLING UNITS: ISA SECOND UNIT ❑1TS SECOND STORY ❑1-ES BEING ADDED? ONO ADDITION? ❑NO ARE 1IPLiC4TdON-�X€S—Ir1rS,3ROYIDEL0ILOF _ISS�iEB�1DG. •' PER- By TOTALPLAk4TTNGAPPL: ❑NO PLANNL�G APPROVAL LETTER EICHLER .1E". [3 my signature below,I certify to each of the following: 18m the property owner or authorize agent to act on the property owner's behalf. I have read this application and the information I have provided is c rrect. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building ruction. 1 authorize representatives of Cupertino to enter the above-iplentified property for inspection purposes. Signature of Applicant/Aeent: - Date: SUPPLEMENTAL INFORMATION REQUIRED � �ciraE =. , �. Roirric ITP I\TeW SFD or Multifamily d\v ellings: Apply for demolition permit for 5 , �❑ I)\'ERTII)<COUNTER `��BLa.�IIvGPL4'�RE�TL�� y ,� existing building(S). Demolition permit is required prior to issuance of building IT xK ¢ � permit for neva building. s NOTt�w * PLAN ��L 3I2EZI ' _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure i r ARD �,' form if any Hazardous Materials are being used as part of this project. � . _Copy of Planning Approval Letter or Meeting with Planning prior to submittal of Building Permit application. � s �� � - BldgApp_20II.doc revised 06/2I/II CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 (408)777-3228• FAX(408)777-3333• building a�cupertino.org CUPERTINO R ❑NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION/TI REVISION/DEFERRED ORIGINAL PERMIT# o$0'0 PROJECT ADDRESSAPN# U G a0 N. Tuvt�,wln OWNER NAME J\ e iyv_� PHONE -7U 1_ AQg„�S E-MAIL CITY, STATE,ZIP V STREET ADDRESS rl l FAX �� Sa � CONTACT NAME ,-w„ �'�C I�.AA�r0.CD PHONE �C ('�/'� E-MAIL Mt), '/V` yYi J J"1 7 WJ lv . God, STREET ADDRESS CITY,STATE, DFAXHbe0Ntrb�, / AMIDNY11IR �U El OWNER 11 OWNER-BUILDER OWNER AGENT (CONTRACTOR 11 CONTRACTOR AGENT ARCHITECT 11 ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAMEVA; k 4- ur C.l..C.t) LICENSE NUMBER Q^ LICENSE TYPE 13 BUS.LIC# COMPANY NAME E-MAIL 0 Cb � FAX N,O`W v0,W0)4&Ct1& N`,x T a fit. STREET ADDRESS L�I C) CITY,STATE,ZIP M 4 FAIL W` CA q,D PHONE (D 0_ r ,I �e ARCHITECTIENG E R NAME LICENSE NUMBER BUS.LIC# y `j V: COMPANY NAME ` , ,1,/1 E-MAIL t �` FAX STREET ADDRESSA I/v i ��� `w J\ CITY,STATE,ZIP Cts �v1 PHONE DESCRIPTION OF WORK l �+ V J V �1 EXISTING USE PROPOSED USE CONSTR.TYPE #STORIES G e V B 1 USE TYPE OCC. SQ.FT. VALUATION(S) EXISTG NEW FLOOR DEMO TOTAL AREA ,r��O AREA ^n�� AREA ^,7� NET AREA 0 L 1 .1 1 / D O 1� D J BATHROOM KITCHEN /" OTHER CJS.l7 V / REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: LJDETACH ❑ATTACH #DWELLING UNITS: IS A SECOND UNIT []YES SECOND STORY ❑YES BEING ADDED? ❑NO ADDITION? ❑NO PRE-APPLICATION []YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES CE fflr7ALUATION: PLANNING APPL# ❑NO PLANNING APPROVAL LETTER EICHLER HOME? ❑N e, j< V By my signature below,I certify to each of the following: I am the property owner or au t age n the property owner's behalf. I✓have read this application and the information I have provided is correct. I have read the Description of Work erify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building onstruction. I authorize representatives of Cupertino to enter the above-i entified property for inspection purposes. Signature of Applicant/Agent: ''/.c�=�— Date: r �� SUPPLEMENTAL INFORMATION REQUIRED PLalvcfiEcicTPE•. iiouitncsiP. _New SFD or Multifamily dwellings: Apply for demolition permit for ' OVER THE COUNTER ❑ BUILDING PLAN REVIEW existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPREss ❑.P>ANNmc PLAN REviEw _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ sTAivnAiin ❑ PusLlcwoRxs form if any Hazardous Materials are being used as part of this project. ❑;;LARGE ❑ PIRE DEPT Copy of Planning Approval Letter or Meeting with Planning prior to submittal Of Building Pelmit application. IA " ❑ SANITARY SEWER DISTRICT - ❑',ENVIRONMENTAL HEALTH', BldgApp_2011.doc revised 06/21/11 R Z ,. / �� � �;, CITY OF CUPERTINO FEE ESTIMATOR- BUILDING DIVISION WPERMIT DDRESS: 10600 n tantau ave DATE: 08/18/2014 REVIEWED BY: IVlendez PN: BP#: �7(?��< 'VALUATION: $10,000 PE: Building Permit PLAN CHECK TYPE: Tenant Improvement PRIMARY PENTAMATION USE: Commercial Building PERMIT TYPE: 1 B T1A WORK ap le- comm. ti; remove of e ower poles, remodel of isolated base chamber SCOPE OCCUPANCY TYPE: TYPE OF FLR AREA PC FEES PC FEE ID BP FEES BP FEE ID CONSTR. s.f. B (Tenant Improvements) II-B,111-B,IV,V-B 2,306 $2,291.14 IBTIPLNCK $2,131.79 IBTIINSP TOTALS: 2,306 $2,291.14 $2,131.79 MECH,HOURLY 0 Yes E) No PLUMB,HOURLY Q Yes Q No ELEC,HOURLY Q Yes 0 No F-1 EI-L- NOTE: This estimate does not include fees due to other Departments(i.e.Planning,Public Works, Fire,Sanitary Sewer District,School District, etc. . Thesefees are based on the prelimina information available and are onjV an estimate. Contact the De t or addn'l info. FEE ITEMS (Fee Resolution 11-053 Eft 7/1 '13 FEE QTY/FEE MISC ITEMS Plan Check Fee: $2,291.14 Select a Misc Bldg/Structure Suppl. PC Fee: E) Reg. ® OT 0.0 hrs $0.00 or Element of a Building PME Plan Check: $0.00 Permit Fee: $2,131.79 Suppl. Insp. Fee-(D Reg. Q OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Work Without Permit? 0 Yes ) No $0.00 Advanced Planning Fee: $0.00 Select a Non-Residential Building or Structure Strong-Motion Fee: IBSEISMICO $2.80 Select an Administrative Item Bldg Stds Cornmission Fee: 1BCBSC $1.00 SUBTOTALS: $4,426.73 $0.00 TOTAL FEE: $4,426.73 Revised: 07/10/2014 CITY OF CUPERTINO FEE ESTIMATOR -BUILDING DIVISION ADDRESS: 10600 N TANTAU AVE DATE: 12/15/2014 REVIEWED BY: MELISSA APN: 316 18 035 BP#: 14080183 `VALUATION: Iso `PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration /Addition/ Repair PRIMARY Commercial Building PENTAMATION 1GENCO i USE: PERMIT TYPE: WORK REV# 1 -ADD PRIVACY CURTAIN TO E LAB - ISSUED 12/15/14 SCOPE NOTE: This estimate does not include fees due to other Departments(i.e.Planning,Public Works, Fire,Sanitary Sewer District,School District,etc. . Thesefees are based on the prelimina information available and are only an estimate. Contact the De t or addn'l info. FEE ITEMS (Fee Resolution 11-053 Eft: 7%1:731 FEE QTY/FEE MISC ITEMS Plan Check Fee: Hourly Only? 0 Yes (j) No $0.00 1 hours Plan Check, Hourly Suppl. PC Fee: (j) Reg. 0 OT 0.0 1 hrs $0.00 $143.00 ISTPLNCx PME Plan Check: $0.00 Permit Fee: Hourly Only? 0 Yes Q No $0.00 Suppl. Insp. Fee:Q Reg. Q OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 T_T_ 0 Work Without Permit? 0 Yes ) No $0.00 Advanced PlanninL Fee: $0.00 Select a Non-Residential 0 Building or Structure 0 i Strong Motion Fee: $0.00 = hrs Inspections Bld�_) Stds Commission Fee: $0.001 $143.00 ISTINSP Inspection, Hourly SUBTOTALS: $0.001 $286.001 TOTAL FEE: 1 $286.00 Revised: 08/20/2014 CITY OF CUPERTINO FEE ESTIMATOR- BUILDING DIVISION ADDRESS: 10600 N TANTAU AVE DATE: 09/04/2014 REVIEWED BY: MELISSA INN= APN: BP#: 14080183 'VALUATION: $0 PERMIT TYPE: Building Permit PLAN CHECK TYPE: Tenant Improvement PRIMARY PENTAMATION USE: Commercial Building PERMIT TYPE: 1GENC0 WORK DEFERRED #1-THERMAL CHAMBER DETAILS/CALCS SCOPE NOTE: This estimate does not include fees due to other Departments(i.e. Planning, Public Works, Fire,Sanitary Sewer District,School District,etc. . Thesefees are based on the preliminar information available and are only an estimate. Contact the De t or addn'l info. FEE ITEMS (Fee Resolution 11-053 E(L 7%1,13) FEE QTY/FEE MISC ITEMS Plan Check Fee: Hourly Only? 0 Yes Q No $0.00 hours Plan Check, Hourly Suppl. PC Fee: Q Reg. Q OT 0.0 hrs $0.00 $143.001/STPLNCK PME Plan Check: $0.00 Permit Fee: Hourly Only? Q Yes Q No $0.00 Suppl. Insp. Fee-.(F) Reg. Q OT 0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 O Work Without Permit? 0 Yes Q No $0.00 0 Advanced Plannint, Fee: $0.00 Select a Non-Residential 0 Building or Structure O i Strong Motion Fee: $0.00 1.0 hrs Inspections Blda Stds Commission Fee: $0.00 $143.00 /STINSP Inspection, Hourly SUBTOTALS: $0.00 $286.00 TOTAL FEE: $286.00 Revised: 08/20/2014 STATEMENT OF SPECIAL INSPECTICIIWQWP&� COMMUNITY DEVELOPMENT DEPARTMENT-BUILDING Did ISION ALBERT SALVADOR,P.E.,CiB.O.,BUILDING OFFICIAL DMATME 1 D300 TORRE AVENUE-CUPERTINO,CA 95014-3255 CUPERTINO (408)777-3228- FAX(408)777-3333-bl11Idip9@gPertlno. L _o q SITERESS 60 0 .M , TX--A kc,,J&_ APN apo ADDI /go BO I Q� Owner......PPple Inc. ....................... ... ........ Mdress...I.Qqqq.N.,.Tanta.u..AV.e............... .................. ............. Coritractor._W..q�q......�Rr1l_ .......I——...................................____......................... Address.J.-I.C.0.......0-t ... ...I——...........-......I....... City/,St ....Cupertino.......... rlp_3§04........Phone..........1-..... c ityist_M e A A.....P)frk_..........141906_k ...Phone,. -(A 6-((o c')0 Applicant..... .......................................1. Engineer/Architect.R.00,0V..Ink'Im". J.4.1 okfi;_............... Address.... ....... ................................................... City)st.mW10..Vihf,�...........zjp.A.1�.y........ Zip.. Phone city/ 5*4 VW4 PROJECT DESCRIPTION: 250 HZ Anechoic Chamber(Anchorage of Chamber not part of scope) This-STATEMENT OF SPECIAL INSPECTIONS'is submitted in fulfillment of the requirements-of CBC Sections 1704 and 1705. This form is structured after and used by permission from the Structural Engineer Association If hLqrthern California's(SEAONC)mode statement of Special Inspections. Also,included with this form Is the following: ❑ "LIST OF SPECIAL INSPECTION AGENCIES(page 2). A list of testing agencies and other special inspectors that will be retained to conduct the tests and inspections for this project -SCHEDULE OF SPECIAL INSPECTION"(page 3-6), The Schedule of Special inspections summarizes the Special Inspections and tests required. Special Inspectors will refer to the approved plans and specifications for detailed special inspection requirements, Any additional tests and inspections required by the approved plans and specifications shall also be performed. Special Inspections and Testing will be performed in accordance with the approved plans and specifications,this statement and CBC Sections 1704,1705,1706,1707,and 1708.Interim reports will be submitted to the Building Official and the Registered Design Professional in Responsible Charge in accordance with CPC Section 1704.1.2. A Final Report of Special Inspections documenting required Special Inspections,testing and correction of any discrepancies noted in the Inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy(Section 1704.12).The Final Report will document, • iiequireds * I inspections. • Correctlobw inspections. noted In Inspections. The Owner recahis or her obligation to ensure that the construction complies with the approved permit documents and to speorimplement this CAM I of special Inspections.In pedal fulfillment of these obligations,the Owner will retain and directly pay for the Special l nspec ns required In CBC Section 1704.1. This plan has eveloped with the understanding that the Building Official will: • Revii!a approve the qualifications of the Special Inspectors who will perform the Inspections. • Mom clat inspection activities on the job site to assure that the Special Inspectors are qualified and are performing their duties as called for in this Statement of Special Inspection. • Rbmitted inspection reports. P W spections as required by the local building code. 4% 1have read and a-gree to comply with the terms and conditions of this statement Prepared 0 Architect r __ __ -, Q_........ Z It# m-1—raw Q3 Professlonalln�� Signature.. ...... ......0- DOW 06t r Mownee�"�on Signature- oatAk/lu........ Inspection AWcy/Inspector Name: ...V4)u.. uw, Si natter c.#.......................................DaW Building We or deslgAee: Sl nature ..........._....................... .......—Date:%.....Y_2,e(i Specialtz.tpectioirForiii-2012.doc revised 09104112 LIST OF SPECIAL INSPECTION AGENCIES APPROVAL OF SPECIAL INSPECTORS: Each special inspection agency,testing facility,and special inspector shall be recognized by the Building Official prior to performing any duties.Special Inspection agency's listed on this form must be pre-approved and listed on Cupertino's approved Special Inspector's list. Special inspectors shall carry approved identification when performing the functions of a special inspector. Identification cards shall follow the criteria set by the California Council of Testing and Inspection Agencies. No personnel changes shall be made without first obtaining the approval of the Building Official.Any unauthorized personnel changes may result in a"Stop Work Order"and possible permit revocation. To be pre-approved by the City of Cupertino, refer to the SPECIAL INSPECTION CRITERIA handout. Please allow two weeks to complete the application process. The following are the testing ands ecial inspection agencies that will be retained to conduct tests and inspection on thisproject: EXPERTISE FIRM f INSPECTOR INFORMATION' 1.Special Inspection(except for Firm47 .,.,. t ?�.......=1J��M1?C V—..S......,Addr...u?. . ............T.. l4-y. .... N............................. geotechnical) City... . >.P............ ...........................................State.........G....�........Zp...................... Telephone�...0-9.35..:3. .Fax.51 D 2722......Email............................... 2. Material Testing Firm........................ Addr........................................ .....TT ..................... City........................<<..............................................................................State..........l..... Zip Telephone.......................................Fax............................................Email................. 3. Geotechnical Inspections Firm.....................................................................Addr......................................................................................... City..........................................................................................................State.......................Zip...................... Telephone.............. Fax............................................Email......................................................... 4. Other: Firm.....................................................................Addr......................................................................................... City..........................................................................................................State.......................Zip...................... Telephone......................................Fax............................................Email......................................................... 'All agencies specified on this form must be pre-approved and listed on the City of Cupertino's Approved Special Inspector's List. SEISMIC REQUIREMENTS (Section 1705.3.6) Description of seismic-force-resisting system and designated seismic systems subject to special inspections as per Section 1705.3: The extent of the seismic-force-resisting system is defined in more detail in the construction documents. WIND REQUIREMENTS Section 1705.4.1 Description of main wind-force-resisting system and designated wind resisting components subject to special inspections in accordance with Section 1705.4.2: The extent of the main wind-force-resisting system and wind resisting components is defined in more detail in the construction documents. Speciab?spect.iorrFonrr 2012.doc revised 09/06/12 AdEbk TESTING ENGINEERS, INC. 2811 Teagarden St. 510-835-3142 510-834-3777 fax San Leandro,CA 94577 800-660-3142 San Leandro • San Jose • Martinez INSPECTION REPORT Week Ending: 9/12/14 PROJECT#59833 �,, TYPE OF INSPECTION: ku' . , Visual Welding/Expansion Anchors :.. PROJECT: PLACE OF INSPECTION: Apple Inc.250 Hz Anechoic al& r Jobsite 10600 N.Tantau Avenue Cupertino,CA Permit#14080183 DATE 9/9/14 9/10/14 HOURS 4 4 INSPECTOR J.Souza J.Fernandez RECEIVED OCT 16 2014 Reported to David Engdall of Viking Enterprises at the jobsite as requested. BY 9/9/14 Checked welder qualification papers(Ratko Bukarka,ID#1641). Checked WPSs and verified welding parameters. Verified proper electrode storage. Verified proper preheat. Visually inspected fit-up. Performed continuous visual inspection of the in-progress welding performed by one qualified welder using the SMAW process with E-7018 electrodes. Weldments consist of single pass fillet welds joining 2" x 6" x3/8" end plate to C6 x 8.2 at two(2)channels for end plates. 9/10/14 Witnessed the drilling of holes of proper diameter and depth. Observed the cleaning of holes and witnessed the proper insertion of twenty-four(24)5/8"diameter Hilti KB-TZ expansion anchors,4-3/4" in length,embedded 3-1/8"in 250 Hz anechoic chamber at floor for snubber base.. Witnessed the torquing of the above anchors to 60 foot pounds without visually apparent distress or failure. The preceding work was,to the best of my knowledge,in compliance with approved plans and specifications,including revisions by engineer and Drawing D04,dated 8/14/14. Reviewed by: _ \ avid Chippero Special Inspection Division Manager 1cc: Eckel Industries,Inc./J.Morse City of Cupertino/ Bldg.Inspection Dept. This report can be reproduced only in its entirety unless written permission from TEI is obtained. Page 1 of 1 SCHEDULE OF SPECIAL INSPECTION SITE ADDRESS 10600 N. Tantau Ave., Cupertino; CA APN BP#l�c'��(� PROJECT DESCRIPTION: 250 HZ Anechoic Chamber (Anchorage of Chamber not part of Scope) Notation Used in Table: Column headers: C Indicates continuous inspection is required. P Indicates periodic inspections are required. The notes and/or contract documents should clarify. Box entries: X Is placed in the appropriate column to denote either"C" continuous or"P" periodic inspections. --- Denotes an activity that is either a one-time activity or one whose frequency is defined in some other manner. Additional detail regarding inspections and tests are provided in the project specifications or notes on the drawings. VERIFICATION AND INSPECTION Cp REFERENCED IBC REFERENCE STANDARD INSPECTION OF FABRICATORS 1. ❑ Inspect fabricator's fabrication and quality control -__ 1704.3 procedures. INSPECTION OF STEEL 1. Material verification of high-strength bolts, nuts and washers. ❑ Identification marking to conform to ASTM stds AISC 360, specified in the approved construction documents. X Section A3.3 and applicable ASTM material standards ❑ Inspect fabricator's fabrication and quality control procedures. 2. Inspection of high-strength bolting: ❑ Snug-tight joints. --- X ❑ Pretensioned and slip-critical joints using turn-of-nut with matchmarking, twist-off bolt or direct tension --- X AISC 360, indicator methods of installation. 1704.3.3 Section M2.5 ❑ Pretensioned and slip-critical joints using turn-of-nut without matchmarking or calibrated wrench methods X --- of installation. 3. Material verification of structural steel and cold-formed steel deck. ❑ For structural steel, identification markings to conform X AISC 360, to AISC 360. Section M2.5 ❑ For other steel, identification markings to conform to Applicable ASTM ASTM standards specified in the approved --- X material standards construction documents. ❑ Manufacturer's certified test reports. --- X Spec ialnspectionForm_2 012.doc revised 09/06/12 VERIFICATION AND INSPECTIONC p REFERENCED IBC STANDARD REFERENCE 4. Material verification of weld filler materials: ❑ Identification marking to conform to AWS specification AISC 360, in the approved construction documents. - X Section A3.5 and --- applicable AWS A5 documents ❑ Manufacturer's certificate of compliance required. --- X --- 5. Inspection of welding: a. Structural steel and cold-formed steel deck: ❑ Complete and partial joint penetration groove welds. X --- ❑ Multipass fillet welds. X --- ❑ Single-pass fillet welds > 5/16" X --- AWS D1.1 1704.3.1 ❑ Plug and slot welds. X --- ® Single-pass fillet welds <= 5/16" --- X ❑ Floor and roof deck welds. --- X AWS D1.3 b. Reinforcing steel: ❑ Verification of weldability of reinforcing steel other than X ASTM A 706. ❑ Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and X --- AWS D1.4 ACI 318: boundary elements of special structural walls of Section 3.5.2 concrete and shear reinforcement. ❑ Shear reinforcement. X --- ❑ Other reinforcing steel. --- X 6. Inspection of steel frame joints details for compliance: ❑ Details such as bracing and stiffening. --- X ❑ Member locations. --- X --- 1704.3.2 ❑ Application of joint details at each connection. --- X VERIFICATION AND INSPECTIONC p REFERENCED IBC STANDARD REFERENCE INSPECTION OF WELDING 1. ❑ Welded studs when used for structural diaphragms. --- X 2. ❑ Welding of cold-formed steel framing members. --- X --- 1704.3 3. ❑ Welding of stairs and railing systems. --- X SpecialnspectionForm_2012.doc revised 09/06/12 HAZARDOUS MATERIALS CHECKLIST COMMUNITY DEVELOPMENT DEPARTMENT•BUILDINJDJ ALBERT SALVADOR, P.E.,C.B.O.,BUILDING OFFICIAL CUPERr jV0CUPERTINO 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 B n(408)777-3228• FAX(408)777-3333• buildin cu ertinoBuild' 8 �ePar(n1ent AUG 1 � 2014 REV'EWED PURPOSE FOR CODE SDE COMP��AIVCE To minimize possible delays that would result for the Fire Department plan review, �I0Ae let thg following checklist to determine if an additional level of Hazardous Materials plan review will be required. MARK`YES' IF THE PROPOSED SCOPE OF WORK INCLUDE ANY OF THE FOLLOWING? PLEASE MARK YOUR ANSWER WITH AN 'X' IN THE YES OR NO BOX ON THE SIDE YES NO BELOW. 1. Use, dispensing, mixing or storage of flammable or combustible liquids or gases, X hazardous materials, etc. 2. Battery back-up rooms or racks. X 3. Propane tanks. X 4. Gasoline stations with underground tanks. X 5. Installation or replacement above ground or underground storage of liquid petroleum products, liquefied petroleum gases, compressed natural gas, explosives or other X regulated hazardous materials. 6. Gas rooms for dentist, doctors or veterinarians. X 7. Generators with back-up diesel or other fuels. X 8. Large refrigeration systems. X 9. Fuel cell systems. X r 1k 10. Commercial pool systems. X 11. Chemical Storage areas. 12. Flammable liquid storage. X 13. Compressed Gases. X 14. Dry cleaners. X 15. Print Shops. X 16. Auto Repair and Auto Body Shops. X 17. Research and Development. X For any additional information regarding this checklist, please contact Hazardous Materials Specialist, Santa Clara County Fire Department, at(408)378-4010. HasMat 2011.doc revised 03/07/11 CUPERTINO r Buildinq Department SEP 04 2014 DOS REvJ EVVEL) r�_)K CODE COMPLIANCE. e-<ev!ewea By STRUCTURAL CALCULATIONS SEEN Apple Inc. so 150 Hz Anechoic Chamber 10600 N. Tantau Ave. O Cupertino, CA 95014 CIF CLIENT: Eckel Industries Inc. ` 155 Fawcett Street Cambridge, MA 02138 STRUCTURAL ENGINEER: Rinne & Peterson 1 121 San Antonio Road, Suite C2 Palo Alto, CA 94303 �pFESSIONq���� (650) 428-2860 ."AR) X 'Ca X92 RPSE 13170 y c Date 8.20.2014 RO'w�Pp� Tq " OFC`\ RINNE & PETERSON'S SCOPE OF SERVICE FOR THIS PROJECT INCLUDES ONLY DESIGN CALCULATIONS OF ECKEL INDUSTRIES INC.CUSTOM FABRICATED CHAMBERS MADE OF LIGHT GAGE METAL PANELS. ADDITIONAL WEIGHTS TO BE MOUNTED TO PANELS OTHER THAN WHAT IS SHOWN ON ECKEL DRAWINGS HAS NOT BEEN EVALUATED. DESIGN OF BUILDING'S STRUCTURE TO RESIST LOADS IMPOSED BY THE CHAMBERS IS BY OTHERS.STRUCTURAL CALCULATIONS CORRELATES WITH STRUCTURAL DRAWING SHEETS SI,S2,S3 AND S4. Rinne & Peterson Structural Engineers Sheet No. TOC 1 of 1 By JN Date 6/17/2013 TOC General GN I -GN3 Loads LD I - LD4 Panel Assembly Pi - P I I Gravity GI - G5 Lateral LI - L5 Connections Cl - C4 Project Apple Sunnyvale-250 Hz Anechoic Chamber- 2513 Job No. 13170 Rinne & Peterson Stnictural Engineers Shea No. QN1 By _JN Date 6/17/2013 . General Project 250 Hz Anechoic Chambers at Apple Inc. Project Address Apple Inc. 10600 N. Tantau Ave Cupertino, CA 95014 Latitude: 37.331 126 Longitude: -122.005149 Codes Title 24, 2013 California Building Code ASCE 7-10 - Minimum Design Loads for Buildings and Other Structures AISI S 100-07 North American Specification for the Design of Cold-Formed Steel Structural Members AISI 5213-07 - North American Standard for Cold-Formed Steel Framing- Lateral Design Project Description - Installation of anechoic chamber at the ground floor level. - The panels consist of custom fabricated light gage channels fastened to light gage sheet metal on both sides to resist out of plane forces in strong axis bending of the channels and in plane forces as a diaphragm. - Attachment of the chamber is not part of the scope and would be designed by others. Chamber Schedule Tvoe W 4ft) Ham. Cable Flr? 250Hz 8.67 8.67 8.67 No Project Able Sunnyvale-_250 Hz choir Chamber-2513 Job No.__13170 Rinne & Peterson Structural Engnneers Sheet No. GN2 By N Date-6/1 7/2013. General 250 Hz Chamber s s Q Q , 's 1 I NOO -ie'IV Z s 9 F- Z d IM" eo i/s' 9f W? N, p{ 10( of ,' 2r W N,- V r_____ _____� I I � LLJ I I � I I I � I Q I I 1 I I I I c d z I Q I I � I I IL----- ______ _____J i/1' >r I/1 d s Project Apple Sunnyvale-250 Hz Anechoic Chamber-2513 _ Job No. 13170 _ GN3 y iTouchMap.corn Mas CountryState Cities Lat-L Mob11C and DovMlup M:.p� P I - I I Places Google Earth I I on g Home»Letituae and Longitude of a Point To find the latitude and longitude of a point Click on the map,Drag the marker,or enter the... T7 Address: 10600 N.Tantau Ave., Cupertino, CAS FGO r ' 1 1 Early. Map Center: Get Address-Land Plat Size-Street View-Area Photographs Wig Try out 3D Google Earth.Google Earth gives you a 3D look of the area around the center of the map,which is eploy Often. usually your last click point,and includes latitude,longitude and elevation information. Keeping Safety on the Map !" pge_com/pipelineaccess D evOps from PG&E ensurinq safety of Our natural qas pipeline. R. y.p Latitude and Longitude of a Point Automation FIND HOW (oracks• . . Clear/Reset Remove Last Blue Marker Show Point from Latitude and Longitude Center Red Marker Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Get the Latitude and Longitude of a Point Use:+for N Lat or E Long -for S Lat or W Long. Example:+40.689060 -74.044636 When you click on the map,move the marker or enter an Note:Your entry should not have any embedded spaces. address the latitude and longitude coordinates of the point are inserted in the boxes below. Decimal Deg.Latitude: Latitude: 137.331126. Decimal Deg.Longitude: Longitude: -122.005149 Show Point Example:+34 40 50.12 for 34N 40'50.12" Degrees Minutes Seconds Degrees Minutes Seconds Latitude: 37 19 52.053 Latitude: Longitude: 122 �� Fl-8-5-3-6-4--7Longitude: Show Point ------------- ------ -- ----- ----- - - ---- ....... _.... ----- -------iTouchMap.com 2007-2014 Rinne & Peterson Structural Engineers sheet No. LD1 By JN Date 6/17/2013 . Loads Dead Load (pso Panels Beams Seismic Cables Ceiling 16 ga sheet metal 2.50 2.50 2.50 1" gyp. 4.00 4.00 4.00 Fill 0.50 0.50 0.50 16 ga. stud joists @ 24" o.c. 0.70 0.70 0.70 20 ga sheet metal 1.50 1.50 1.50 Wedges 8.00 8.00 8.00 Sprinklers 1.00 1.00 1.00 Beams 0.00 1.50 1.50 Misc 0.80 0.80 0.80 Total 19.00 20.50 20.50 Floor I I ga sheet metal 5.00 5.00 5.00 Fill 2.00 2.00 2.00 14 ga stud joists @ 24" o.c. 0.90 0.90 0.90 14 ga sheet metal 3.20 3.20 3.20 Beams 0.00 4.00 4.00 Misc 0.90 0.90 0.90 Cable Floor (where occurs) 0.00 13.70 13.70 Total (w/ cable floor) 12.00 29.70 29.70 Total (wo/ cable floor) 12.00 16.00 16.00 Walls 16 ga sheet metal 2.50 2.50 1"gyp. 4.00 4.00 Fill 0.50 0.50 16 ga studs @ 24" o.c. 0.70 0.70 20 ga sheet metal 1.50 1.50 Wedges 8.00 8.00 Misc 0.80 0.80 Total 18.00 18.00 Cable Floor Cables 2.40 2.40 2.40 Beams 9.30 9.30 0.00 Hardware (springs etc) 2.00 2.00 0.00 13.70 13.70 2.40 Grating Floor Grating 3.00 Flat Bars 2.50 Cap and Base Plates 5.00 Post 1.00 1 1.50 Project Apple Sunnyvale-25011z Anechoic Chamber-2513 Job No. 13170 Rinne & Peterson Structural Engineers sheet No. LD2 By IN -- Date 6/17/2013 Loads Live Load Panels Beams Cables Ceiling 10.00 10.00 0.00 Floor 40.00 40.00 0.00 Cable Floor 10.00 10.00 10.00 Seismic Load (Chamber) The location is assumed to be Site Class D, default per ASCE 7-10 Sec. 11.4.2 in lieu of a geotechnical report. The seismic coefficient will be determined per ASCE 7-10 Chapter 13 for nonstructural components. SDs = 1.013 , determined for ASCE 7-05 using the NSHMP_HazardApp by USGS. Ip = 1.00 , Sec. 13.1.3 ap = 2.50 For spring isolated system. ap and Rp values are determined per Table 13.5-1. RP = 2.00 (I+2*z/h)= 1.00 Z = 0.00 , at ground level h = 1.00 Fp = 0.4aPSD^(I+2z/h)/(Rp/Ip) = 0.51 WP <— Governs , Eq. 13.3-1 Fp max — 1.6SDSIPWP = 1.62 WP Eq. 13.3-2 Fp min — 0.3SDSIpWp = 0.30 WP , Eq. 13.3-3 Fp = 0.51 WP Project Able Sun a ale-250 Hi Anechoic Chamber-2513 Job No. 1317f1 _ Rinne & Peterson Structural Engineers sheet No. LD3 By �N Date 6/17/2013 . Loads Seismic Load (Cable Floor) - NA The seismic coefficient will be determined per ASCE 7-05 Chapter 13 for nonstructural components. ap = 1.00 For rigid attachment , ap and RP values are determined per Table 13.5-I. RP = 2.50 limited deformability. (I+2*z/h)= 1.00 Z = 0.00 , at ground level h = 1.00 Fp = 0.4aPSDSWP(I+2z/h)/(Rp/Ip) = 0.16 WP , Eq. 13.3-1 Fp max — 1.6SDSIPWP = 1.62 WP , Eq. 13.3-2 Fp min = 0.3SDSIPWP = 0.30 WP <— Governs , Eq. 13.3-3 Fp = 0.30 WP Load Combination Alternative ASD Load Combination per CBC 2010 Sec. 1605.3.2. D + L + S + E/1.4 0.9D + E/1.4 Load and Resistance Factor Design Combination per CBC 2010 Sec. 16052.1 1.21D + 1.0E + f I L , used for concrete anchor design only 0.9D + I.OE Project Apple Sunnyvale-250 Hz Anechoic Chamber-.25113 Job No. 13170 ` Design Maps Summary Report LD4 User-Specified Input Report Title Apple TA04 - Lab 170 Wed August 20, 2014 15:23:28 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 37.331130N, 122.00515DW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III gnu I, a. �sU6Dm " ,.��. QV wEa Drlals�lxl9cy (;`F .. sunnyvate .. l �.� Al um 0 f'aroAna I"caffmYsi Loyola EI CaaT1i70 C 1 ti ailli . 1 14 ti � 0 : � "4 I � DRr'TH � : eye I' � ,a�. ,,,�� � FYI ' �T h.le i"Atitlx�P71 am1J E� R I C iF '�' "#� ` 14 09 Ma Uest @2014'1 :.& ®MapQuest USGS-Provided Output SS = 1.520 g SMS = 1.520 g SDs = 1.013 g Sl = 0.616 g S,, = 0.925 g SDl = 0.616 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRl building code reference document. MCER Response Spectrum design Response Spectrum 1.76 1.60 1.10 1.44 0.99 1.28 0.88 1,12 0.77 T0.96 0.66 M 0.60 0.55 0.64 0.44 0.48 0.33 0.32 0-22 0.16 0.11 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1,00 1.20 1.40 1.60 1.80 200 Period, T(sec) Period, T(sec) For PGAF„ Ti., Ces, and C.; values, please view the detailed report. Rinne & Peterson Structural Engineers Sheet No. Pl BY �N Date 6/17/2013 Panel Assembly Ceiling Panel 4'-0" MAX. YZZ16 GA. STIFFENER Q 24" o.c. MAX. 16 GA. TOP SKIN 20 GA. BOTTOM SKIN 16 GA. H BATTEN CEILING PANEL ASSEMBLY I. 20 GA. & 16 GA. skins must be fastened to ea. longitudinal member with fasteners spaced as indicated below. Maxx Spacing(c-c) Field Edge See P2.1 for additional spacing requirements. 20 GA. side 12" o.c. 6" o.c. 16 GA. side 12" o.c. 6" o.c. 2. Fasteners may be any of the following a. #10 self drilling, self tapping screws. b. 3/4" 0 (visual) arc spot welds. c. 1 1/2" fillet welds. 3. Panels less than 48" wide must have longitudinal members spaced at a maximum of 24" o.c. 4. Panel end members must be a continuous for the width of the panel. n__:,.,., e_._i_c.__......i_ �cn LS.. A_,.�L,.:_ !`L_...L,._ OC11 `• """' Rinne & Peterson Structural Engineers Sheet No. P2 By IN Date 6/17/2013 Panel Assembly Wall Panel 4'-0" MAX. \46 GA. STIFFENER @ 24" o.c. MAX. 16 GA. EXTERIOR SKIN 20 GA. INTERIOR SKIN 16 GA. H BATTEN WALL PANEL ASSEMBLY I. 20 GA. & 16 GA. skins must be fastened to ea. longitudinal member with fasteners spaced as indicated below. Max Spacing-(c-c) Field Edge See P2.1 for additional spacing requirements. 20 GA.side 12" o.c. 6" o.c. 16 GA. side 12" o.c. 6" o.c. 2. Fasteners may be any of the following a. #10 self drilling, self tapping screws. b. 3/4" 0 (visual) arc spot welds. c. 1 1/2" fillet welds. 3. Panels less than 48" wide must have longitudinal members spaced at a maximum of 24" o.c. 4. Panel end members must be a continuous for the width of the panel. Proiect Aoole.Sult]YYale-250 Hz Anechoic Chamber-2513 Job No. 13170 Rinne & Peterson Structural Engineers Sheet No. P3 By JN Dace 6/17/2013 Panel Assembly Floor Panel 4'-0" MAX. \ZZ14 GA. STIFFENER @ 12" o.c. MAX. 11 GA. TOP SKIN 14 GA. BOTTOM SKIN FLOOR PANEL ASSEMBLY I. 14 GA. & I I GA. skins must be fastened to ea. longitudinal member with fasteners spaced as indicated below. Max Spacing (c—c) Field Edge See P2.1 for additional spacing requirements. 14 GA. side 12" o.c. 6" o.c. I I GA. side 12" o.c. 6" o.c. 2. Fasteners may be any of the following a. #10 self drilling, self tapping screws. b. 3/4" 0 (visual) arc spot welds @ 14 GA. side. 7/8" 0 (visual) arc spot welds @ I IGA. side. c. 1 1/2" fillet welds. 3. Panels less than 48" wide must have longitudinal members spaced at a maximum of 12" o.c. 4. Panel end members must be a continuous for the width of the panel. Prnip- A-1, SnnnvvolP_')Sl1 P,A—hnir Ck—1 Pr-?S1'A T.J,T.+.. +v 7n Rinne & Peterson Structural Engineers Sheet No. P4 By JN Date 6/17/2013 Panel Assembly Wall/Ceiling/Floor Panel Diaphragm Cap acitX - Panels will be designed as a Type I shear wall. 0 = 2.5 Rn = 390 plf -0.018" steel sheet min (26GA), one side. -Edge screw spacing of 6" o.c. -Field screw spacing of 12" o.c. -See T. C2.1-3 of AISI 5213-07 One sided shear wall @ 6" o.c. edge screw spacing. Rn/Q= 156 plf Two sided shear wall @ 6" o.c. edge screw spacing. Rn/n = 312 plf If one only one side of the wall can be a shear wall or if more capacity is needed, Rno = 1,085 plf for, -Edge screw spacing of 3" o.c. 1,000 plf for, -Edge screw spacing of 4" o.c. 1,170 plf for, -Edge screw spacing of 2" o.c. -0.027' steel sheet min (24GA), one side. -Field screw spacing of 12" o.c. -See T. C2.1-3 of AISI 5213-07 -This condition is for when only one side of the panel is accessible for screwing. One sided shear wall @ 3" o.c. edge screw spacing. Rn/0 = 434 plf -One sided shear wall with 3" o.c. spacing is adequate to be used in place of a two sided shear wall with 6" o.c. spacing. One sided shear wall @ 4" o.c. edge screw spacing. Rn/n = 400 plf One sided shear wall @ 2" o.c. edge screw spacing. Rn/n = 468 plf Project Apple Sunnyvale-250 Hz Anechoic Chamber-2513 lob Na 13170 CFS version 7.0.0 Page 1 P5 Analysis: 250Hz Ceiling Beam.anl Joey N. Ceiling Beam Rinne& Peterson Structural Engineers Apple - 250 Hz Anechoic Chamber-2513 Rev. Date: 6/17/2013 2:11:49 PM By: Joey N. Printed: 6/17/2013 2:12:54 PM Member Check - 2010 North American Specification - US (ASD) -------- ---------------------------------------------------------------- Load Combination: D+L Design Parameters at 4 .3350 ft : Lx 8. 6700 ft Ly 0. 5000 ft Lt 0 . 5000 ft Kx 1 . 0000 Ky 1 . 0000 Kt 1 . 0000 Section: 4x Wall-Ceiling Assembly (20-16-16) .sct Material Type: A653 SS Grade 33, Fy=33 ksi Cbx 1 . 0000 Cby 1 . 0000 ex 0. 0000 in Cmx 1. 0000 Cmy 1 . 0000 ey 0. 0000 in Braced Flange: None ko 0 k Red. Factor, R: 0 Lm 20. 0000 ft Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Total 0.0000 7. 503 0. 0000 0. 000 0.0000 Applied 0 .0000 7. 503 0 .0000 0. 000 0 .0000 Strength 1 .3175 13. 082 2 .5418 11. 624 0. 4228 Effective section properties at applied loads: Ae 1 .26991 in^2 Ixe 2 .793 in^4 Iye 39 . 949 in^4 Sxe (t) 0. 8952 in^3 Sye (1) 3. 3508 in^3 Sxe (b) 3. 1643 in^3 Sye (r) 3. 3077 in^3 Interaction Equations NAS Eq. C5.2 . 1-1 (P, Mx, My) 0 . 000 + 0.574 + 0. 000 = 0 . 574 <= 1 . 0 NAS Eq. C5 .2 . 1-2 (P, Mx, My) 0. 000 + 0 .574 + 0. 000 = 0 . 574 <= 1 . 0 NAS Eq. C3. 3 . 1-1 (Mx, VY) Sgrt (0 .329 + 0.000) = 0 . 574 <= 1 . 0 NAS Eq. C3.3. 1-1 (My, Vx) Sgrt (0 .000 + 0. 000) = 0 . 000 <= 1 . 0 16 ga Skin element 1 w/t exceeds 60. 20 ga Skin element 1 w/t exceeds 60 . P6 CFS Version 7.0.0 Page 1 Analysis: 250Hz Wall Axial.anl Joey N. Wail Rinne & Peterson Structural Engineers Apple- 250 Hz Anechoic Chamber_2513 Rev. Date: 6/17/2013 2:17:48 PM By: Joey N. Printed: 6/17/2013 2:20:28 PM Member Check - 2010 North American Specification - US (ASD) ---------------------- ------------------------- ---------------------- - -- Load Combination: D+L Design Parameters at 8 . 6700 ft, Left side: Lx 8 . 6700 ft Ly 0. 6700 ft Lt 0. 6700 ft Kx 1 . 0000 Ky 1.0000 Kt 1 .0000 Section: 4x Wall-Ceiling Assembly (20-16-16) .sct Material Type: A653 SS Grade 33, Fy=33 ksi Cbx 1 . 6667 Cby 1 .0000 ex 0.0000 in Cmx 1 . 0000 Cmy 1 . 0000 ey 0.0000 in Braced Flange: None k� 0 k Red. Factor, R: 0 Lm 20.0000 ft Loads : P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Total 0.5640 0. 000 -0.0370 0. 000 0.0000 Applied 0 .5640 -0. 359 -0.0370 0. 046 0 . 0000 Strength 0 . 8530 10.599 2 . 5418 8. 750 0. 4228 Effective section properties at applied loads: Ae 0 . 81569 in^2 Ixe 2 .2220 in^4 Iye 2 . 9514 in^4 Sxe (t) 1 . 6626 in^3 Sye (1) 0.2892 in^3 Sxe (b) 0. 8332 in^3 Sye (r) 0 .2140 in^3 Interaction Equations NAS Eq. C5 .2 . 1-1 (P, Mx, My) 0. 661 + 0 . 034 + 0.005 = 0.700 <= 1 . 0 NAS Eq. C5. 2 . 1-2 (P, Mx, My) 0. 092 + 0 .034 + 0. 005 = 0. 131 <= 1 .0 NAS Eq. C3 .3. 1-1 (Mx, VY) Sgrt (0 . 001 + 0. 000) = 0 . 037 <= 1 .0 NAS Eq. C3 .3. 1-1 (My, Vx) Sgrt (0 . 000 + 0.000) = 0 . 003 <= 1 .0 16 ga Skin element 1 w/t exceeds 60. 20 ga Skin element 1 w/t exceeds 60. Web Crippling Check- 2010 North American Specification - US (ASD) --------------------------------------------------- ---------------- ----- Load Combination: D Parameters at 0.0000 ft : Total Load: 0. 037017 k on bottom flange Total Moment: 0. 0000 k-in Bearing: 4. 0000 in Flange fastened to bearing surface: Yes Distance from edge of bearing to edge of opposite load: 8. 6700 ft Section: 4x Wall-Ceiling Assembly (20-16-16) .sct Material Type: A653 SS Grade 33, Fy=33 ksi Applied Load: 0. 03702 k on bottom flange Applied Moment: 0. 000 k-in Distance from edge of bearing to end of member: 0. 0000 ft Part Elem Calculation Type Pa (k) Pay (k) Notes 1 2 Cee, FU-EOF 0 .55030 0.55030 Web Crippling Strength 0.55030 Web Crippling Check: 0. 03702 k <= 0. 55030 k Moment Check: 0 .000 k-in <= 13. 082 k-in Interaction Equations CFS Version 7.0.0 Page 2 P7 Analysis: 250Hz Wall Axial.anl Joey N. Wall Rinne & Peterson Structural Engineers Apple- 250 Hz Anechoic Chamber_2513 Rev. Date: 6/17/2013 2:17:48 PM By: Joey N. Printed: 6/17/2013 2:20:28 PM NAS Eq. C3.5. 1-1 (P, M) 0 .034 + 0. 000 = 0.034 <= 0 ,782 16 ga Skin element 1 w/t exceeds 60. 20 ga Skin element 1 w/t exceeds 60 . CFS Version 7.0.0 Page 1 P8 Analysis: 250Hz Floor Beam.anl Joey N. Floor Beam Rinne & Peterson Structural Engineers Apple - 250 Hz Anechoic Chamber_2513 Rev. Date: 6/17/2013 2:26:18 PM By: Joey N. Printed: 6/17/2013 2:27:44 PM Member Check - 2010 North American Specification - US (ASD) - ---------------------- ------------------------ ----- -------------------- Load Combination: D+L Design Parameters at 4 . 3350 ft : Lx 8 . 6700 ft Ly 0.5000 ft Lt 0 .5000 ft Kx 1 . 0000 Ky 1 .0000 Kt 1 . 0000 Section: 4x Floor Assembly (11-14-14) . sct Material Type: A653 SS Grade 33, Fy=33 ksi Cbx 1 . 0000 Cby 1 .0000 ex 0 .0000 in Cmx 1 . 0000 Cmy 1 .0000 ey 0 . 0000 in Braced Flange: None k� 0 k Red. Factor, R: 0 Lm 20 .0000 ft Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Total 0. 0000 8 . 271 0 .0000 0. 000 0 .0000 Applied 0 .0000 8 .271 0 .0000 0. 000 0 .0000 Strength 8 . 0618 30. 626 3.0393 9. 781 7 .7683 Effective section properties at applied loads: Ae 2 .23409 in^2 Ixe 7 .722 in^4 Iye 15. 405 in^4 Sxe (t) 4 .0585 in^3 Sye (1) 2.5901 in^3 Sxe (b) 3 . 6863 in^3 Sye (r) 2 .5453 in^3 Interaction Equations NAS Eq. C5.2 . 1-1 (P, Mx, My) 0. 000 + 0 .270 + 0. 000 = 0.270 <= 1 . 0 NAS Eq. C5.2 . 1-2 (P, Mx, My) _ 0 . 000 + 0 .270 + 0. 000 = 0 .270 <= 1 .0 NAS Eq. C3 .3. 1-1 (Mx, VY) Sgrt (0 . 073 + 0. 000) = 0 .270 <= 1. 0 NAS Eq. C3 .3. 1-1 (My, Vx) Sgrt (0 . 000 + 0. 000) = 0 . 000 <= 1. 0 14 ga Skin element 1 w/t exceeds 60. 11 ga Skin element 1 w/t exceeds 60. Web Crippling Check- 2010 North American Specification - US (ASD) ------------------------------------------------------------------------ Load Combination: D+L Parameters at 8. 6700 ft : Total Load: 0.31798 k on bottom flange Total Moment : 0. 0000 k-in Bearing: 4 . 0000 in Flange fastened to bearing surface: Yes Distance from edge of bearing to edge of opposite load: 8. 6700 ft Section: 4x Floor Assembly (11-14-14) . sct Material Type: A653 SS Grade 33, Fy=33 ksi Applied Load: 0 .31798 k on bottom flange Applied Moment : 0. 000 k-in Distance from edge of bearing to end of member : 0 . 0000 ft Part Elem Calculation Type Pa (k) Pay (k) Notes 1 2 Cee, FU-EOF 0 . 82712 0 . 82712 Web Crippling Strength 0 .82712 Web Crippling Check: 0 . 31798 k <= 0.82712 k Moment Check: 0 .000 k-in <= 30 . 626 k-in Interaction Equations CFS Version 7.0.0 Page 2 P9 Analysis: 250Hz Floor Beam.anl Joey N. Floor Beam Rinne & Peterson Structural Engineers Apple - 250 Hz Anechoic Chamber-2513 Rev. Date: 6/17/2013 2:26:18 PM By: Joey N. Printed: 6/17/2013 2:27:44 PM NAS Eq. C3. 5. 1-1 (P, M) 0. 194 + 0 . 000 = 0 .194 <= 0 . 782 14 ga Skin element 1 w/t exceeds 60 . 11 ga Skin element 1 w/t exceeds 60 . CFS Version 7.0.0 Page 1 P 10 Analysis: 250Hz Floor Beam-Concentrated Loads.anl Joey N. Floor Beam Rinne & Peterson Structural Engineers Apple -250 Hz Anechoic Chamber_2513 Rev. Date: 6/17/2013 2:44:34 PM Floor Dead and Live Loads plus By: Joey N. Concentrated (DL) from Floor Grating Printed: 6/17/2013 2:45:39 PM IVlember Check - 2010 North American Specification - US (ASD) - --------------------- ---------- -------------------- ---- ---------------- Load Combination: D+L Design Parameters at 4 . 3358 ft : Lx 8 . 6700 ft Ly 0. 5000 ft Lt 0.5000 ft Kx 1 . 0000 Ky 1 . 0000 Kt 1 .0000 Section: 4x Floor Assembly (11-14-14) . sct Material Type: A653 SS Grade 33, Fy=33 ksi Cbx 1 . 0000 Cby 1 . 0000 ex 0.0000 in Cmx 1 . 0000 Cmy 1 . 0000 ey 0 .0000 in Braced Flange: None k� 0 k Red. Factor, R: 0 Lm 20 . 0000 ft Loads: P Mx Vy My VX (k) (k-in) (k) (k-in) (k) Total 0 .0000 9. 480 0 . 0000 0. 000 0 . 0000 Applied 0 . 0000 9. 480 0. 0000 0. 000 0 . 0000 Strength 8 .0618 30. 626 3 . 0393 9. 781 7 . 7683 Effective section properties at applied loads: Ae 2. 15528 in^2 Ixe 7 . 445 in^4 Iye 14 .280 in^4 Sxe (t) 3 . 7795 in^3 Sye (l) 2 .4016 in^3 Sxe (b) 3 . 6722 in^3 Sye (r) 2 .3586 in^3 Interaction Equations NAS Eq. C5.2 . 1-1 (P, Mx, My) 0. 000 + 0 .310 + 0. 000 = 0 . 310 <= 1 . 0 NAS Eq. C5.2 . 1-2 (P, Mx, My) 0. 000 + 0 .310 + 0. 000 = 0 .310 <= 1. 0 NAS Eq. C3.3. 1-1 (Mx, VY) Sgrt (0 . 096 + 0. 000) = 0 .310 <= 1 . 0 NAS Eq. C3 .3. 1-1 (My, Vx) Sgrt (0 . 000 + 0. 000) = 0 . 000 <= 1 . 0 14 ga Skin element 1 w/t exceeds 60 . 11 ga Skin element 1 w/t exceeds 60 . Web Crippling Check - 201 0 North American Specification -_U (ASD) ----------------------------------------------------- ------------------- Load Combination: D+L Parameters at 0. 0000 ft : Total Load: 0 .35001 k on bottom flange Total Moment : 0. 0000 k-in Bearing: 4. 0000 in Flange fastened to bearing surface: Yes Distance from edge of bearing to edge of opposite load: 1 . 4617 ft Section: 4x Floor Assembly (11-14-14) .sct Material Type: A653 SS Grade 33, Fy=33 ksi Applied Load: 0 . 35001 k on bottom flange Applied Moment : 0. 000 k-in Distance from edge of bearing to end of member: 0. 0000 ft Part Elem Calculation Type Pa (k) Pay (k) Notes 1 2 Cee, FU-EOF 0 . 82712 0. 82712 Web Crippling Strength 0. 82712 Web Crippling Check: 0 . 35001 k <= 0 . 82712 k Moment Check: 0. 000 k-in <= 17 . 869 k-in Interaction Equations CFS Version 7.0.0 Page 2 P1 1 Analysis: 250Hz Floor Beam—Concentrated Loads.anl Joey N. Floor Beam Rinne & Peterson Structural Engineers Apple - 250 Hz Anechoic Chamber_2513 Rev. Date: 6/17/2013 2:44:34 PM By: Joey N. Printed: 6/17/2013 2:45:39 PM NAS Eq. C3 . 5. 1-1 (P, M) 0 .214 + 0. 000 = 0.214 <= 0 . 782 14 ga Skin element 1 w/t exceeds 60. 11 ga Skin element 1 w/t exceeds 60. Rinne & Peterson Structural Engineers Sheet No. G1 By IN Date 6/17/2013, Gravity Design 4" 16 GA. Ceiling Stiffener Joists DL = 19.00 psf DL wtrib = 38 pIf LL = 10.00 psf LL wtrib = 20 pIf Wtrib = 2 ft 58 pIf Type L ft M k" � M V" Mr k" 3 M SZ k"1 DCR )'� L-(ft SBL(--)- ALL�—/- ��- —a�-�--F 250Hz 8.67 4.28 2.26 6.54 10.60 0.62 i. Mr DL = DL wtribL2/8 2. Mr LL - LL wtribL2/8 3. Mr = Mr DL + Mr LL Type 4 (1� L/Q„ U ���' �„ in 250Hz 2:22 0.04 0.11 2637 909 I. ALL = 5LL wtribL4/384 E 1 2. ADL ILL = 5(DL + LL)wtribL4/384 E I Proiect ADD1e.Sunnyvale-250 Hz Anechoic Chamber-_2.513 lob No. 13170 Rinne & Peterson Structural Engineers sheet No.----G2— By o. czBy iN Date 6/17/2013 Gravity Design 4" 16 GA. Wall Stiffener Joists DL walls= 18.00 psf DL ceiling' 19.00 psf Wtrib — 2 ft LL ceiling = 10.00 psf T ae A."�fft21 h ft PP, T(Ibs)' emu�(>b�)�PP, :_-(lbs)' P lbs 4 P lbs s P O Ibs DCR 250Hz 8.67 8.67 312 165 87 477 563 853 0.66 I. _ Pr DL walls — 01,alls Wtribh 2. _ Pr DL ceiling — DLceiling Atrib 3. Pr LL ceiling — LLceiling Atrib 4. _ Pr DL — Pr DL walls + Pr DL ceiling s. Pr — Pr DL + Pr LL n_..t_c...____.,.I_ Icn TJ. A._...L_:,.!`L,..._L__ I—I ""'-- Rinne & Peterson Structural Engineers Sheet No. G3 By JN Date 6/17/2015 Gravity Design 4" 14 GA. Floor Stiffener Joists DL = 23.50 psf DL wtrib = 23.5 pIf LL = 40.00 psf LL wtrib = 40 plf wtrib = I ft 64 plf Type ft M k"� M (W,)2 Mr (k")' MSZ k" DCR 250Hz 8.67 2.65 4.51 7.16 30.63 0.23 1. Mr DL = DL wtrlbL2/8 2. Mr LL = LL wtribL2/8 3. Mr = Mr DL + Mr LL Type. I (in 4) (in)' Ac), UAL, L 250Hz 7.72, 0.02 0.04 4,582 2,886 1. ALL = 5LL wtribL4/384 E 1 2. ADL+LL = 5(DL+ LL)wtr,bL4/384 E I Proiect Aoole Sunnyvale-250 Hz Anechoic Chamber-2513 Job No. 13170 Rinne & Peterson Structural Engineers Sheet No. G4 By --- Date 6/17/20]3 Gravity Design 4" 14 GA. Floor Stiffener-joists cont'd Check for web crippling DLceiiing = 14.00 psf wtrib = I ft DLwall = 18.00 psf DLfloor = 23.50 psf (includes weight of floor grating assuming LLceiling = 10.00 psf the full length of floor stiffener) LLfloor = 40.00 psf Tpe h..41 ft A fC P /!D-(lbs) 250Hz 8.67 4.34 827 TvDe Pr. u;g_( � Pte, (Ibsl� P��„�,�Ib��' )4 P� LAS P Ibs 6 P_1 (lbs) P lbs e DCR 250Hz 82 156 102 43 173 340 217 557 0.67 I. _ Pr DL ceiling — DLceilingAtrib 2. Pr DL wall — DLwallwtribhwall 3. _ Pr DL floor — (DLfloor + DL floor grating) Atrib 4. _ Pr LL ceiling — LLceilingAtrib 5. _ Pr LL floor — LLfloorAtrib 6. _ Pr DL — Pr DL ceiling + Pr DL wall + Pr DL floor 7, _ Pr LL — Pr LL ceiling + Pr LL floor 8. Pr — Pr DL + Pr LL Prniert Annle Snnnvvale-250 H?Aner.hoir Chamher-251I T^k Tyr^ 1 Q17^ Rinne & Peterson Structural Engineers Sheet No. c5 By iN Date 7/2/2013 Gravity Design C6x8.2 Floor Beam DL = 16.00 psf C6x8.2 (compact flanges) LL = 40.00 psf Sy= 0.488 in 0 = 1.67 Zy= 0.987 in Fy= 36 ksi Mt,/f2 = 16.83 k" 1.6FySy/4 = 16.83162 k" Iy = 0.687 in FyZy/S2 = 21.27665 k" Tee L "ft wt;� DL ww h(olo LL w I M _BL�k' M k" Mr k" 3 DCR 250Hz 2.75 4.34 69 173 0.79 1.97 2.75 0.16 1. Mr DL = DL wtribL2/8 2. Mr LL = LL wtrlbL2/8 3. Mr = Mr DL + Mr LL Type (in)' A,, ,, (in)Z L/A L L/,,,, 250Hz 0.01 0.02 2,946 2105 ALL = 5 LL wtribL4/384 E 1 2. ADL LL = 5(DL + LL)wtribL4/384 E I Project Apple Sumpale-250 Hz Anechoic Chamber-2513 Job No. 13170 Rinne & Peterson Structural Engineers Sheet No. Ll By IN Date 6/28/2013 . Lateral Design Check for Global Overturning Chamber Dimensions Chamber Dead Loads Tvpe W(ft1(ft1 L" eft). DLCe1l ng = 20.50 psf 250Hz 8.67 8.67 8.67 Dl--walls = 18.00 psf Grating Floor 5.25 5.33 1.50 DLfloor cf= 29.70 psf DLfloor = 16.00 psf D`-floorgrating— 11.50 psf Chamber Weights Wim,. Type WIbs W Ibs I W Ibs 2 W.nrlbs lbs 250Hz 1,541 1,353 1,353 1,203 322 8,476 1. Wwalll = weight of short wall 2. Wwal12 = weight of long wall 3. Wp = Wceiling + 2Wwall I + 2Wwa112 + Wfloor+ Wfloor grating Fp Calculation Fp = 0.51 WPI see LD2 Fp floor Type Fp ceiling(lbs) Fp wall l(Ibs) Fp wa112(lbs) Fp floor(lbs) grating(lbs) Fp(lbs) 250Hz 780 685 685 609 163 4,293 Chamber Overturning Tvoe M.,(V)I M.(W)2 0.7Met(k'1 M.AMM3 OT? 250Hz 19.49 36.74 13.64 27.86 No 1. Mot = Fp ceilingH + Fp walle1-1/2 + Fp floor I' + Fp floor grating 1.5' 2. lIr = WpW/2 '. Mr ASD = (0.9-0.2SD50.7) Mr Project Apple Sunnyvale-250 Hz Anechoic Chamber-2513 Job No. 13170 Rinne & Peterson Structural Engineers sheet No. i2 By JN Date b/2H/2013 . Lateral Design Check Ceiling Diaphragm Rn/i2= 312 plf for double sided with 6" o.c, edge spacing see P4 434 plf for single sided with 3" o.c. or 2" o.c., see P4 400 plf for single sided with 4" o.c., see P4 Type R Ibs R/W I 250Hz 513 59 I' R = 0.7(Fp Ceiling+ 2F walls2/2)/2 lbs, the same in both direction since width and length are the same dimensions Check Floor Diaphragm Type R (lbs)' R/W I R I/n (pl02 DCR 250Hz 510 59 156 0.38 floor diaphragm governs I. R = 0.7(F + F + 2F /2)/2 p floor p floor grating p walls2 z' RnI/C) = single sided panel in-plane shear capacity with 6"o.c. edge fastener spacing,see P4 Project Aple Su nyvake-250 I Iz Anechoic Chamber-2513 Job No.-13L70 Rinne & Peterson Structural Engineers Sheet No. I_3 >3y _ JN Date <,/28/2013 . Lateral Design Check Walls for Out of Plane Loads - Check for combined axial and flexural action on wall stiffener joists for out-of-plane seismic action. - All chamber panels are full height and do not require the panels to be stacked. The out-of-plane for these panels are resisted by the walls themselves without a separate load path (i.e. H batten). - Only the governing case (longitudinal walls with combined axial loads) are evaluated. wtrib — 2 ft FP = 18 plf Toe L�(ft) P Ibs M. (k„l� P,,/f2 lbs M,,/f2 k" DCR 2 DCRI3 DCR4 250Hz 8.67 477 0.00 853 10.60 0.64 0.00 0.64 ' M, = FPLmax2/8 2. ((1+O.2SDS)Pu DL)/cPPn 3. Mr/(PMn 4. DCR = DCRi + DCR2 Project Apple Sunnyvale-250 Hz Anechoic Chamber-2513 Joh No_ 13170 Rinne & Peterson Structural Engineers sheet No. L4 By _ JN Date 6/28/2013 . Lateral Design Check Walls for In Plane Loads -Greatest in plane load will be along the shorter dimension of the chamber in plan and/or at walls with openings. -The walls will resist in plane the lateral loads from the ceiling, half of the lateral loads from the orthogonal walls resisted by the ceiling diaphragm and its self weight. Shear Walls without Openings - For this case, the short walls govern. Toe V Ibs V, (plf) R /Q (plo DCR 250Hz 992 114 400 0.29 @ 4" o.c. single sided edge spacing �. V = 0.7(FP ceiling+ 2FP Wall: (WxH) + 2FP Wall: (LxH)/2)/2 Shear Walls with Openings Opening Ht Full Ht Type W":", (ft) w.;2(ft) h/_w_...,1. h/W.Ve.2 h...R () Ratio Sheated 250Hz 2.71 2.71 3.20 3.20 6.67 3.33 0.77 0.62 Toe L,_g (ft) L.",, e(ft) Type II? S in R.10 plf) , in plane shear values from 250Hz 8.67 5.34 Yes 6 156 AISI S312-07 Table C2.1-3 4 400 3 434 2 468 Tvoe Sedg. in ne,.h�gi R Q I C C,R_O(olo(Dlo 2wP1e,4/h 2wP,z/h RA) (plo R,,,/C) plo 250Hz 4 2 800 0.67 538 0.63 0.63 336 336 Number of faces considered sheathed Project Apple Sunnvv tle-25()Hz Anechoic Chamber-2513 Job No. 13170 _ Rinne & Peterson Structural Engineers Sheet No. 1,5— By SBy Date 6/28/201_3 Lateral Design Toe VV (Ibs) V /__.,,Q Ibs V,,/C2 Ibs V,/() Ibs) DCR 250Hz 992 910 910 1,820 0.55 i. Vr = 0.7(FP ceiling + 2FP Wails (WxH) + 2FP.11: (LxH)/2)/2 ProjectAnole Sunnyvale-250 Hz Anechoic Chamber-2513 Job No. t3170 Rinne & Peterson Structural Engineers Sheet No. C1 By IN Date 6/13/2013 Connection Design Panel to Batten Connection #10 T-EK 56REw5 @A" OL W&A 5OLID li 5 Nl0 T-EK SCREW �� \ @A"Or- \ `I66A 5TRIVARP I6 GA. If 6ATTEN PANEL TO 15ATTEN GONNEGTION 117 lbs for#10 into 20 GA 370 Ibs for#10 into 16 GA 487 lbs 1461 pIf 4" o.c. both sides > ceiling and wall diaphragm capacity,okay Wall Corner Connection A" I 10 GA. SGLID d10 TEK 5GPEW5 @ A" OL. $10 TEK SCREW Dtlr i E @ A" O.G. 16 CoA. CCFZNER ANGLE `.....-"----- 16 eA. (TYP) kW TEK 6CREW @ A" OL. (FINAL CORNER ATTAGHEMENT) 117 lbs for#10 into 20 GA 370 lbs for#10 into 16 GA 487 lbs 1461 pIf, okay - There is no uplift at the end of the walls due to lateral load and does not require any hold down forces. Project Apple Sunnyvale-250 Hz Anechoic Chamber-2513 job No. 13170 Rinne & Peterson Structural Engineers sheet No. c2 By JN Date 6/13/2013. Connection Design Wall to Ceiling-C.onnection #VO TEK SGREWS @ 6" 0.6 6EILIN6 TRIM #10 TFCC SGREWS /S" X 6" SELF STtGK FELT PAD #10 TEK SGREWS—', ^-. @ 6 6A. WALL GAP #10 TEK SCREWS @ WALL TO GEILINe GONNEGrION R",/Q = 117 lbs for#10 into 20 GA 370 lbs for#10 into 16 GA 487 lbs 974 plf @ 6" o.c. both sides > ceiling and the wall diaphragm capacity, okay PTNPrt Ann1P'vin—unlr-25(1 FXV Anrrhnir Chm„hrr_251' Rinne & Peterson Structural Engineers Sheet No. 0 By IN Date 6/13/2013 Connection Design Wall Panel to Floor Connection 2—MI0 TEK SGREWS MIO TEK SCREWS @ 17" 06 @ b" OL. 7F MIO TFJC SGREWS @A" OL 1/5" FELT PPD FLOOR PANEL CHANNEL RAIL jw_ M12 TEC SCREWS BASE PLATE FLOOR GONNEGTION Rn,/() = 117 lbs for #10 into 20 GA 370 lbs for #10 into 16 GA 487 Ibs 974 pIf @ 6" o.c. both sides > ceiling and the wall diaphragm capacity, okay Rn,/() = 394 Ibs for #12 Teks Screw into 16 GA 788 pIf @ 6" o.c., okay Project Apple Sunnyvale-250 Hz Anechoic Chamber-2513 lob No— __13170_ . . Rinne & Peterson Structural Engineers Sheet No. C4 By JN Date (/13/2013. Connection Design Floor Panel Connection CNSK FOR #12 FLAT HEAD CNSK FOR #12 FIAT HEAD 14 CA C JOIST TEK SCREWS Q Cox- TEK SCREWS ® 6"ac. ® 12"o.c. MAX. 11 CA. INTERIOR (TOP FACE) 1„ 1A.. 1.. 1�. 1.. -1-� - fi-1 - - 1-11- - FlLL TYP~ a� _11 — —•�' — 1 2- 14 GA EXTERIOR (BOTTOM FACE) TYPE "B" TYPE "A" TYPE "C" Rn„/II = 370 lbs for#10 into 16GA 740 plf @ 6" o.c. > floor diaphragm capacity, okay -The screws will have a minimum of this capacity in I I GA. Proiect —ADule Sunnvyale_-259-iz-Ane&ok Chamber-2513 Tob No. 13170 i ABBREVIATIONS GENERAL NOTES PROJECT DATA DRAWING SHEET INDEX + ISSUE LOG I A/E ARCHITECT / ENGINEER HB HOSE BIBB AB ANCHOR BOLT HC HOLLOW CORE 1. AT LEAST 75% OF CONSTRUCTION WASTE MATERIALS ARE TO BE RECYCLED. APPLICABLE CODES: 2013 CALIFORNIA BUILDING CODE (CALIFORNIA AMENDMENT TO THE 2012 INTERNATIONAL BUILDING CODE) '+ A/C AIR CONDITIONING HDWD HARDWOOD CONSTRUCTION AND DEMOLITION (C&D) DEBRIS INCLUDING CONCRETE, GYPSUM 2013 CALIFORNIA ELECTRIC CODE (CALIFORNIA AMENDMENTS TO 2011 NATIONAL ELECTRIC CODE) ! < i E AC ASPHALT COMPOSITION HDWE HARDWARE WALLBOARD, CARDBOARD, CERAMIC TILE, CARPETING, FIXTURES, PLASTIC PIPE, METALS, 2013 CALIFORNIA MECHANICAL CODE (CALIFORNIA AMENDMENTS TO 2012 UNIFORM MECHANICAL CODE) WPA ACOUS ACOUSTICAL HM HOLLOW METAL AND CEILING TILE, MUST BE TRANSPORTED OFF SITE BY A REGISTERED TRANSPORTER 2013 CALIFORNIA PLUMBING CODE (CALIFORNIA AMENDMENTS TO 20012 UNIFORM PLUMBING CODE) ADJ ADJACENT HO HOLD—OPEN AND TAKEN TO A REGISTERED FACILITY THAT CAN PROCESS MIXED C&D DEBRIS AND I 2013 CALIFORNIA ENERGY CODE AFF ABOVE FINISHED FLOOR HORIZ HORIZONTAL DIVERT A MINIMUM OF 50% OF THE MATERIAL FROM LANDFILL. C&D MATERIALS013 CALIFORNIACALIFIRE CODE (CALIFORNIA AMENDMENT TO 2012 INTERNATIONAL FIRE CODE) AFS ABOVE FINISHED SLAB HW HOT WATER m ! J ! ! � AGGR AGGREGATE HT HEIGHT SOURCE—SEPARATED AT THE CONSTRUCTION SITE FOR REUSE OR RECYCLING MUST BE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE) w I Architecture AL ALUMINUM HP HORSEPOWER TAKEN TO A FACILITY THAT REUSES OR RECYCLES THOSE MATERIALS. 2013 CUPERTINO MUNICIPAL CODES ALT ALTERNATE HR HOUR 0 ! ANOD ANODIZED ID INSIDE DIAMETER 2. ALL MATERIALS, LABOR, INSTALLATION, FABRICATION, ETC. SHALL CONFORM TO ALL LOCAL BUILDING ADDRESS: 10600 TANTAU AVE. APPROX APPROXIMATELY) INSUL INSULATION CODES, REGULATIONS AND TITLE 24 C.A.C. INCLUDING THOSE ABSTRACTS DEALING WITH CUPERTINO, CA (�� i ' Planning ARCH ARCHITECT(URAL) INT INTERIOR ENERGY AND DISABLED ACCESS REQUIREMENTS. LWl I t j ASPH ASPHALT JAN JANITOR BLOCK/LOT: 0ASSY ASSEMBLY JB JUNCTION BOX 3. ALL WORK INDICATED TO BE PROVIDED SHALL BE NEW, U.O.N. ' I Design 1 AV AUDIO VISUAL JT JOINT OCCUPANCY GROUP: B (OFFICE, R&D LABS, ACCESSORY STORAGE) Des � I � � � ! I j BD BOARD LAM LAMINATE 4. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. .}. d BLDG BUILDING LAV LAVATORY BUILDING AREA: 23,529 SF LO BLDG STD BUILDING STANDARD LTG LIGHTING 1, 1 Whitney Polcyn Architects BLK BLOCK MAN MANUAL 5. ALL CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY, AND WHAT I5 CALLED FOR BY ANY NUMBER OF STORIES: ONE < ` !—i BLKG BLOCKING MAIL MATERIAL WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO Q cclN! BM BEAM MAX MAXIMUM ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS THOUGH ON ALL RELATED SHEET: DRAWING TITLE: 2 1 8 5 The Alameda , Ste. 1 0 0 BOT BOTTOM MB MACHINE BOLT DOCUMENTS, THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE BUILDING TYPE: TYPE V-13, UNLIMITED AREA BR BRASS MECH MECHANICAL DESIGN AND GENERAL TYPE OF CONSTRUCTION, MATERIAL AND WORKMANSHIP 5 a n Jose , C A 95126 BTU BRITISH THERMAL UNIT MET METAL THROUGHOUT. THE GENERAL CONTRACTOR IN ASSUMING RESPONSIBILITY FOR THE WORK FIRE SPRINKERING: FULLY SPRINKLERED AND ALARMED ARCHITECTURAL www . w h i t n e y p o l c y n . c o m I BU BUILT—UP MEZZ MEZZANINE INDICATED, SHALL COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY AD.0 COVERSHEET (PERMIT # 14080183) 1 I CAB CABINET MFG MANUFACTURING WERE WRITTEN. AREA OF WORK: 2,245 SF A0.1 BEST PRACTICE MANAGEMENT (PERMIT # 14080183) !; CEM CEMENT MFR MANUFACTURER CEM PLAS CEMENT PLASTER MIN MINIMUM 6. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE A1.0 DEMOLITION PLAN (PERMIT # 14080183) I i CER CERAMIC MISC MISCELLANEOUS I CI CAST IRON MTD MOUNTED SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, EXCEPT WHERE NOTED OTHER ! 4 Workspace f o r WISE. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF A2.0 ELECTRICAL/ TELEPHONE DATA LOCATION PLAN PERMIT # 14080183) CJ CONTROL JOINT N NORTH OTHER CONTRACTORS OR VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND 1 A3.0 REFLECTED CEILING PLAN CURTAIN LOCATIONS CL CENTER LINE N/A NOT APPLICABLE CLG CEILING NIC NOT IN CONTRACT THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. CLRCLEAR NTS NOT TO SCALE APPLE INC. CMU CONCRETE MASONRY UNIT OC ON CENTER 7. MATERIALS ARE SPECIFIED BY THEIR BRAND NAMES TO ESTABLISH STANDARDS OF CO CLEANOUT OD OUTSIDE DIMENSION/DIAMETER QUALITY AND PERFORMANCE. ANY REQUEST FOR SUBSTITUTION SHALL BE SUBMITTED TO COL COLUMN OF OUTSIDE FACE ARCHITECT FOR REVIEW FOR EQUAL QUALITY AND PERFORMANCE AND SHALL NOT BE T A 0 4 CONC CONCRETE OFCI OWNER—FURNISHED, CONTRACTOR—INSTALLED PURCHASED OR INSTALLED WITHOUT THEIR WRITTEN APPROVAL. SEE SPECIFICATIONS FOR CONF CONFERENCE OF01 OWNER—FURNISHED, OWNER—INSTALLED SUBSTITUTION PROCEDURES, 1 0 6 0 0 TANTAU AVE . CONN CONNECTION OPP OPPOSITE C U P E R T I N 0 , CA 9 4 0 1 4 CONSTR CONSTRUCTION PERP PERPENDICULAR 8. ALL WORK INDICATED TO BE PROVIDED SHALL BE NEW UNLESS SPECIFICALLY NOTED CONT CONTINUOUS PL PROPERTY LINE OR PLATE OTHERWISE. SCOPE OF WORK CONTR CONTRACTOR PLAM PLASTIC LAMINATE COORD COORDINATE PLYWD PLYWOOD CTSK COUNTERSUNK PR PAIR 9. ALL DIMENSIONS ON ARE FROM FACE OF FINISH, (U.O.N.). CONTRACTOR SHALL NOT CPT CARPET PREFAB PREFABRICATED SCALE DRAWINGS. DIMENSIONS ON DRAWINGS TAKE PRECEDENCE OVER SCALE. THIS IS A TENANT IMPROVEMENT FOR AN EXISTING OFFICE BUILDING. INTERIOR WORK IS TO INCLUDE DEMOLITION OF CTR CENTER PREFIN PREFINISHED EXISTING POWER POLES AND ADDITION OF NEW POWER & DATA RECEPTACLES. CW COLD WATER PRELIM PRELIMINARY 10. DIMENSION DEFINITIONS: DBL DOUBLE QTY QUANTITY CLEAR FOR EQUIPMENT OR DISABLED CLEARANCES AND MUST BE MAINTAINED. RELOCATION OF EXISTING CURTAIN AND INSTALLATION OF NEW CURTAINS. 1 DED DEDICATED QUAL QUALITY NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. i DEMO DEMOLITION R RISER (OR RADIUS) HOLD ARE CRITICAL DIMENSIONS TO BE MET IN THE LAYOUT; NO VARIATION IS THERE IS NO CHANGE TO PARTITIONS, DOORS, CEILINGS, FLOORS, AND MILLWORK. DEPT DEPARTMENT RA RETURN AIR ACCEPTABLE. DET DETAIL RC REINFORCED CONCRETE V.I.F. VERIFIY STATED DIMENSION IN FIELD PRIOR TO CONSTRUCTION. NOTIFY THERE IS NO CHANGE OF USE, NO EXTERIOR BUILDING CHANGES, AND NO TREE REMOVALS ARE PROPOSED. NO DF DRINKING FOUNTAIN RD ROOF DRAIN A@CI�iITECT IMMED;ATELY OF ANY DISCREPANCIES. PARK!^1G OR LANDSCAPING C!-!AndrEc aRF PROPOSED, PERMIT # . DIA DIAMETER REC RECESSED ARE DIFF DIFFUSER REF REFERENCE A.F.F. ELEVATION HEIGHT ABOVE FACE OF FINISH FLOOR DIM DIMENSION REINF REINFORCE(D) (ING) (MENT) ACCESSIBILITY UPGRADES: N/A 14080183 DISP DISPENSER RM ROOM ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS SHALL BE BROUGHT TO THE ON DOWN RO ROUGH OPENING ARCHITECT'S ATTENTION PRIOR TO START OF CONSTRUCTION. MECHANICAL & ELECTRICAL WORK ONLY DR DOOR RWL RAIN WATER LEADER DSP DRY STAND PIPE S SOUTH 11. NOTIFICATION OF LOCAL FIRE DEPARTMENT IS REQUIRED FOR ANY DISRUPTION TO THE DEFERRED SUBMITTAL: CHAMBER DW DISHWASHER SA SUPPLY AIR FIRE ALARM SYSTEM. COORDINATE WITH FIRE ALARM CONTRACTOR PER CFC 1001 .5.3. DWG DRAWING SD STORM DRAIN DWR DRAWER SECT SECTION E EAST SMT SHEET (ING) EA EACH SHTHG SHEATHING CC EXHAUST CAIv CINA K3`ilyAll AD p LI L I US 1 I A -11 I 1,A � EJ EXPANSION JOINT SM SHEET METAL EL ELEVATION SCD SEE CIVIL DRAWINGS ELEC ELECTRICAL SED SEE ELECTRICAL DRAWINGS ELEV ELEVATOR/ELEVATION SMD SEE MECHANICAL DRAWINGS EMER EMERGENCY SPD SEE PLUMBING DRAWINGS EP ELECTRICAL PANELBOARD SSD SEE STRUCTURAL DRAWINGS EQ EQUAL SPEC(S) SPECIFICATION(S) EQUIP EQUIPMENT SQ SQUARE EST ESTIMATE SQ FT SQUARE FOOT EW EACH WAY SQ IN SQUARE INCH EWC ELECTRIC WATER COOLER SQ YD SQUARE YARD EXIST EXISTING SS STAINLESS STEEL EXP EXPANSION STD STANDARD PROJECT DIRECTORY EXT EXTERIOR STL STEEL FA FIRE ALARM SUSP SUSPENDED FB FLAT BAR SYS SYSTEM FD FLOOR DRAIN T THERMOSTAT COMPANY: CONTACTS: PHONES: EMAIL: FDN FOUNDATION T&G TONGUE AND GROOVE FEC FIRE EXTINGUISHER CABINET TOC TOP OF CONCRETE FE FIRE EXTINGUISHER TEL TELEPHONE FHC FIRE HOSE CABINET TEMP TEMPERATURE BUILDING OWNER FIN FINISH THK THICK(NESS) Apple, Inc. Gary Allen 415.385.4474 gallen@apple.com FIN FL FINISH FLOOR TEMP TEMPERED 1 Infinite Loop FLR FLOOR(ING) TOS TOP OF SLAB Cupertino, CA 95014 FLUOR FLUORESCENT TYP TYPICAL FOC FACE OF CONCRETE UON UNLESS OTHERWISE NOTED FOF FACE OF FINISH U.L. UNDERWRITERS LABORATORIES ARCHITECT FOM FACE OF MASONRY VCT VINYL COMPOSITION TILE Whitney Polcyn Architects, Inc. David Whitney 408.627.9123 david@whitneypolcyn.com FOS FACE OF STUDS VERT VERTICAL FPRF FIRE PROOFING VIF VERIFY IN FIELD 2185 The Alameda, Ste. 100 FR FIRE RATED VOL VOLUME San Jose, CA 95126 FT FOOT / FEET W WEST FTG FOOTING W/ WITH ELECTRICAL ENGINEER FURN FURNITURE W/o WITHOUT GA GAGE/GAUGE WB WHITE BOARD Sprig Electric Tim Domingues 408.591 .7860 timd@sprigelectric.com GALV GALVANIZED WC WATER CLOSET 1860 S. 10th Street GB GRAB BAR WD WOOD San JSoe, CA 95112 GL GLASS WF WIDE FLANGE GLULAM GLUE LAMINATED (BEAM) WH WATER HEATER GR GRADE WR WATER RESISTANT GENERAL CONTRACTOR { GYP GYPSUM (BOARD) WT WEIGHT Novo Construction Nathan Dudley 650.690.1660 ndudley@novoconstruction.com 1460 O'brien Drive Menlo Park, CA 94025 SYMBOLS i X DETAIL SYMBOL XX.X (DETAIL NUMBER/SHEET NUMBER) BUILDING STRUCTURE: ELEVATION SYMBOL A !- STRUCUTURAL GRID LINES 01 A7.0 (DETAIL NUMBER/SHEET NUMBER) C INTERIOR ELEVATION SYMBOL D B (ELEVATION NUMBER/SHEET NUMBER) A USED ARCyi Wye TF�� 1/A6.2 0 EVI No.C• 85 8 CD OUD IND CATES EXSENOTNOF ' ftEN.: f t REVIISON ON SHEET �� I�( o CONSTRUCTION DETAIL: REVISION NUMBER r; 1 CAi�F�� SHEET NUMBER (SEE TITLEBLOCK FOR DATE + ISSUE INFORMATION) O DETAIL NUMBER �— DIMENSION OR REFERENCE CONTROL PARTITION TYPE, POINT AS NOTED SEE PARTITION SCHEDULE ® SHEET A2.0 ALIGN SURFACES VICINITY MAP Project Name: APPLE TA04 PHASE-2 DOOR IDENTIFICATION: 1OO �Iti 5 �,�'` � Project No.: AP14,07 DOOR NUMBER tipnttlh;tl Rtl Clio ne41pnd 80 Im1..Co,,i.td F Ham,.;Ie:1S 6d rinmec:eatl Ill) Nmn.t.ai ltl HUm .tr.-A}1d � I,xvn ROOM NUMBER 0 Rev# Description Issue Date .,,n:�).r:,1ev xmr �'•� rte„ ROOM IDENTIFICATION: �L,.�.�<1KF1-0.'A OFFICE ROOM NAME ® ROOM N0. (FLR. N0. FOLLOWED BY RM. NO.) a•re s 1„ PROJECT LOCATION r.uial�+C1e: .t4d,01 it r,, o A Plan Check Resubmittal 12.15,2014 0 10600 N Ta1Nau Ave %x o r_Ind r �ubrr., .olo w„ r 0 '1;AI ,rnrl es,.A.r Nun• ,, ,;;,: t.0 l ,:f,rl m.JGI'nnngy a%k}; J«nr%Jrs„(Ark ter, Title: COVER SHEET ✓ C4 fL tLIMIMrPGU•: ., �A, AqM:llro rNnryhs;+: 1F C�ai.�le ` eHin, Scale: N/A Sheet: A0 . 0 ;1 I i i t 1 1 I i i I AW wa I 1 2 3 4 5 6 7 g 9 REFLECTED CEILING GENERAL NOTES: Architecture A. VERIFICATION OF EXISTING CONDITIONS IS REQUIRED PRIOR j TO CONSTRUCTION. (E) CEILING HEIGHT TO REMAIN, U.O.N. Planning B. ALL CEILING GRID AND TILE ARE EXISTING TO REMAIN, U.O.N. _ G ® Design C. CONTRACTOR TO VERIFY SEISMIC BRACING OF EXISTING 1 T—BAR AND LIGHT FIXTURES. PROVIDE BRACING SEE DETAILS 1 -8/D1 .0. IF REQUIRED. Whitneyolc n Architects (E) tE � Y Y VESTIBULE VESTIBULE D. CONTRACTOR TO COORDINATE AND MODIFY EXISTING LIGHT FIXTURE SWITCH LOCATIONS WITH NEW PARTITION LAYOUT. 173 172 2 1 8 5 The Alameda , Ste, 1 0 0 (E) (E) (E San Jose , CA 95126 — — — — — — — — — J E. REWORK HVAC, SPRINKLERS AND THERMOSTATS, AS (E) (E) www , whitneypolcyn . com T® REQUIRED, TO COORDINATE WITH NEW PARTITION LAYOUT. (N1) 3 (N)- — -- — F, ALL NEW SWITCHES AND THERMOSTATS ARE TO BE MOUNTED PEACE CHAMBER (--� Lam, NOT MORE THAN 48 A.F.F., MEASURED FROM TOP OF 18'X 14' Y (E) (E) (E) (E) x OUTLET (PER 2013 CBC SECTION 11B-308.1.1.) THERMOSTAT W o r k s p a c e f o r ICT LAB LOCATION PLAN TO BE SUBMITTED TO TENANT FOR APPROVAL (E) 1 ; ) 169 PRIOR TO INSTALLATION. .. � _ _ � . . ., . .: . ; _ ,_, . . ..,_ ENGATLAS G. ALL SWITCHES TO BE IN MULTIPLE GANG BOXES COVE LATE COMMS. I COLOR TO BE WHITE. REPLACE EXISTING SWITCHES WITH NEW. APPLE , INC. . ,; �; � �, { SERVER ' (E) (E) (E) (E) SCREENINGLAB H. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICT OF I: � TA04 LAB 178. ROOM u E ( LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, ETC., s 1a c ) 179 171 :II,;, PRIOR TO INSTALLATION. 1 0 6 0 0 TANTAU AVE . ' N � T 0 C 4014 �" CUPER IN A 9 i�I J. CENTER DOWNLIGHT WALLWASHER FIXTURES IN CEILING TILES QUIET CHAMBER ' / 14' ! (U.O.N.). 18'X I (E (E) (E) (E) (E) ' u FUNCTIONAL ( K. ALL SPRINKLER HEADS TO BE CENTERED IN CEILING TILES TEST LAB ( - (U.o.N.)• ' 170 VENDOR L INSTALL FIRE/SMOKE ACTIVATED, WALL TYPE DAMPERS AT ALL I� LAB 1 HVAC DUCT PENETRATIONS AT ONE_HOUR RATED AREAS (U.L. (E (E) (E (E) (E) 168 APPROVED), AS REQUIRED BY 2013 CBC 717.3 I __ 32 ' _ _ 1 ELECTRICAL TO BE DESIGN/BUILD. ELECTRICAL CONTRACTORACTORM. l , I SHALL BE RESPONSIBLE FOR ALL CIRCUITING AND TITLE 24 ,DF 177 Se '— — VENDOR CALCULATIONS. LAB 2 1 N, ELECTRICAL CONTRACTOR TO ENSURE THAT LIGHTING STORAGE (E) ► (E) (E) (E) 167 CONTROLS COMPLY WITH BUILDING AUTOMATION CONTROLLER ROOM AND SHUT OFF SUCH THAT THEY MEET REQUIREMENTS SET 174 FORTH IN TITLE 24 SECTION 131 A, 6, AND C. PROJECT I j � eomea P. ALL ACOUSTICALCEILINGS SHALL COMPLY WITH TITLE 24 CH. 0 REVIEW `, 8 PART 2 AND VOC EMISSION LIMITS IN 2009 CHIPS, PER ROOM," " i CGBSC 2013 SECTION A5.504.4.9. 1.25 F t , I a , I OFFICE VISITOR VISITORS VESTIBULE S ; . ' I _ 1iI1I: 83 : : .MEE, S _ . - -184-, _ . " ., .. _ E t . i .ii I,I,III: 135 -hI�fG I _ 15 3 +Ir ;E OFFICE rII : OFFICE'' : il i, , 166 124 OFFICE 154. 165 !s 1 ; _. DCB ❑R—!E� F —L-E-- C—T - E -D—w CEILING LIti N G LE G E N D.OF ICE OOFF E OFFICE FFICE 126 32 �41142' COFFEETREC OFFICEOFFICE OICE OFFICE OFFICE OFFICE-JAN 30 13 152 OFFICE OFFICE, (E)127 4 ; FRE RI R 121 122 164 ( ) 2X4 CEILING GR ID & T I LE T O R" E MAIN. WO ENS . F E MNGR. OFFICE OFFICE OFFICE MNGR E 2X4 LIGHT FIXTURE TO REMAIN.123 MNGR MNGR 1 4 151 MNGR ALAR IEEE OFFICE OFFICE OFFICE139 OFFICE 128 163129 134 OFFICE E 2X2 LIGHT FIXTURE TO REMAIN. MAN COPY/MAIL 184 o { (N) CURTAINS ON TRACK SYSTEM MOUNTED INDEPENDENT OF GRID. CURTAINS TO HANG ON CHAINS @ 18 CLR. BELOW SUSPENDED CE ILIN G. MNGR COLLABORATION[ N . � C oR EXISTING & NEW SIGN. 119 LOUNGE N OFFICE 0 FICE E OFFICE OFFICE,OFFICE 145 513 16210 1REFLECTED CEILING KEYED NOTE ' 0RERENCOFFICE 109 O104 OOOFFICE OFFICE OFFICE 118 102 OFFICE OFFICE 115 110 OFFICEOFFICE OFFICE OFFICE M 136 146 149 137 158 161 i OFE 108 OREFLECTED CEILING KEYED NOTES, OFFICE O117 FFICE 105 OFFICE COFERENCE OFFICE (N) CURTAIN LOCATION OFFICE COLLABORATION/ 147 1 8 OFFICE 159 160LOUNGERO0M 103 176 27 NEW LOCATION FOR (E> CURTAIN OFFICE OFFICE 107 106 CURTAIN BREAKS LOCATION � Gd- : . . . lI : I,Ip{I : {I ( _ J G_ �NC ,} � a �c c'I�Am. OFFICE VESTIBULE MNGR OFFICE 112 101 OFCE 113 00oo FI _ cAR No. C-28�5-C�8F y8 � REN. 01-31-15 REFLECTED CEILING PLAN & CURTAIN LOCATION )al&la Irk Project Name: APPLE T ° 11 A� a�0t 4�P 77 HASOEf3-2 Project No.: AP14,07 e# Description Issue 7 Date o AlPlan Check Resubmittal 12.15.2014 00 Title: REFLECTED CEILING PLAN CURTAIN N WPA ZZ CURTAIN LOCATIONS Scale: AS NOTED 2NI OFFICE Sheet: A3 . 0 ABBREVIATIONS GENERAL NOTES PROJECT DATA DRAWING SHEET INDEX + ISSUE LOG A/F ARCHITECT / ENGINEER HB HOSE BIBS AT t rnc,T icor nc nnnlcTAf IrTInnl �a�ecTF neaT�RIAI ARE TO 'BE RECYCLED. APPLICABLE CODES: 2013 CALIFORNIA BUILDING CODE (CALIFORNIA AMENDMENT TO THE 2012 INTERNATIONAL BUILDING CODE) AB ANCHOR BOLT HC HOLLOW CORE 11 77 I. Ht Lr�taf i1J/0cof n, f..a� r 11('Tl -•• •-••FRIM _ ARE . _ _ .T.. , ,, i.,Ar 1(�/�11AIfA AAtrAil�AIrAIT Tn nn� a ��nTfnnfnf rl r(ITPIrl rn Fl 1 A/C AIR CONDITIONING HDWD HARDWOOD CONSTRUCTION AND DEMOLITION (C&D) DEBRIS INCLUDING CONCRETE, GYPSUM 2013 CALIFORNIA ELECTRIC t,..L'}DE tti.,i-tLlrvr�NA r�iwcivvrviENIS 1U t iVntlVtvrv_ CODE) ANCHOR M, HDWD HARDWARE WALLBOARD, CARDBOARD CERAMIC TILE, CARPETING, FIXTURES, PLASTIC PIPE, METALS, 2013 CALIFORNIA MECHANICAL CODE (CALIFORNIA AMENDMENTS TO 2012 UNIFORM MECHANICAL CODE) I I ( AC ASPHALT COMPOSITION OSlTlOR' ACOUS ACOUSTICAL HM HOLLOW METAL AND CEILING TILE, MUST BE TRANSPORTED OFF SITE BY A REGISTERED TRANSPORTER 2013 CALIFORNIA PLUMBING CODE (CALIFORNIA AMENDMENTS TO 20012 UNIFORM PLUMBING CODE AFDE DF ABOVE FINISHED FLOOR HORiZ HORIZONTAL AND TAKEN TO A REGISTERED FACILITY THAT CAN PROCESS MIXED C&D DEBRIS AND 2013 CALIFORNIA ENERGY CO AF ABOVE FINISHED SLAB HW HOT WATER DIVERT A MINIMUM OF 50% OF THE MATERIAL FROM LANDFILL. C&D MATERIALS 2013 CALIFORNIA FIRE CODE {CALIFORNIA AMENDMENT TO 2012 INTERNATIONAL FIRE CODE) S SOURCE-SEPARATED AT THE CONSTRUCTION SITE FOR REUSE OR RECYCLING MUST BE 201 CODE) .. Architecture AGGR AGGREGATE HT HEIGHT TAKEN TO A FACILITY THAT REUSES OR RECYCLES THOSE MATERIALS. C�1�'Yc�-T1�0 W.•Its1C�eAt cAfisLi(6-w AL ALUMINUM HP HORSEPOWER � tr � 0 O 7 T WPA ALT ALTERNATE HR HOUR 2. ALL MATERIALS, LABOR, INSTALLATION, FABRICATION, ETC. SHALL CONFORM TO ALL LOCAL ANOD ANODIZED ID INSIDE DIAMETER THOSE ABSTRACTS DEALING WITH BUILDING ADDRESS: 10640 TANTAU AVE. Planning APPROX APPROXIMATE(LY) INSUL INSIDE DIN CODES, REGULATIONS AND TITLE 24 C.A.C. INCLUDING CUPERTINO, CA Li O ARCH ARCHITECTURAL) INT INTERIOR ENERGY AND DISABLED ACCESS REQUIREMENTS. BLOCK/LOT: A5PH ASPHALT JAN JANITOR g ASSY ASSEMBLY JB JUNCTION BOX 3. ALL WORK INDICATED TO BE PROVIDED SHALL BE NEW, U.O.N. Oesign AV AUDIO VISUAL JT JOINT OCCUPANCY GROUP: B (OFFICE, R&D LABS, ACCESSORY STORAGE) � BD BOARD LAM LAMINATE 4. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. ,5 9 SF + BLDG BUILDING LAV LAVATORYp" N BLDG STD BUILDING STANDARD LTG LIGHTING 5. ALL CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY, AND WHAT IS CALLED FOR BY ANY ®� stoczl�s o>9 g�B�I�C w Whitney Potcyn Architects CK MAN MANUAL t BLK BLOCK WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO SHEET: DRAWING TITLE: 0 0 2 1 8 5 The Alameda , Ste. 10 0 BLKG BLOCKING MATL MATERIAL ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS THOUGH ON ALL RELATED BM BEAM MAX MAXIMUM DOCUMENTS. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE TYPE V-B, UNLIMITED AREA BOT BOTTOM MB MACHINE BOLT BUILDING TYPE: San Jose , C A 95126 DESIGN AND GENERAL TYPE OF CONSTRUCTION, MATERIAL AND WORKMANSHIP ARCHITECTURAL www . w h i t n e y p o t c y n , c o m RR BRASS MECH MECHANICAL T.,� „�,,,-r A, �..,r,Tr�Ar•Tn0 , , ACSI Ir PpzP0AIgIPI1ITY FOR THE WORK FIRE SPRINKERING: FULLY SPRINKLERED AND ALARMED _ _ _^_ _.._ .., . BTU BRITISH THERMAL UNIT MET METAL THROUGHOUT.I. I rlt uclvERr1L vlv I rrr,� l V,. IN Vr�r, �•�� • •.• BU BUILT-UP MEZZ MEZZANINE INDICATED, SHALL COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY A0.0 c,0'vtRSrltt i _ -- BU CABINET MFG MANUFACTURING WERE WRITTEN. BUILDING PERMIT #: - AO.1 BEST PRACTICE MANAGEMENT CEM CEMENT MFR MANUFACTURER MINIMUM ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE A1.0 DEMOLITION PLAN • CEM PLAS CEMENT PLASTER MIN 6. A Workspace f o r CER CERAMIC MISC MISCELLANEOUS SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, EXCEPT WHERE NOTED OTHER A2.0 ELECTRICAL/ TELEPHONE/ DATA LOCATION PLAN C! CAST IRON MTD MOUNTED WISE. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF CJ CONTROL JOINT N NORTH OTHER CONTRACTORS OR VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND CL CENTER LINE N/A NOT APPLICABLE THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. R REFERENC CLO CEILING NIC NOT IN CONTRACT C1.00 T NOTES, LEGEND & ABBREVIATIONS (PERMIT # 11060134) . APPLE, INC. CLR CLEAR NTS NOT TO SCALE CMU CONCRETE MASONRY UNIT oc ON CENTER 7. MATERIALS ARE SPECIFIED BY THEIR BRAND NAMES TO ESTABLISH STANDARDS OF c1.01 CONSTRUCTION DETAIL � 11060134) CO CLEANOUT OD OUTSIDE DIMENSION/DIAMETER QUALITY AND PERFORMANCE. ANY REQUEST FOR SUBSTITUTION SHALL BE SUBMITTED TO COL COLUMN OF OUTSIDE FACE ARCHITECT FOR REVIEW FOR EQUAL QUALITY AND PERFORMANCE AND SHALL NOT BE C3.00 SITE PLAN - OVERALL (PERMIT # 1106��b134) ____ T A 0 4 COL CONCRETE OFCI OWNER-FURNkSHED, CONTRACTOR-INSTALLED PURCHASED OR INSTALLED WITHOUT THEIR WRITTEN APPROVAL. SEE SPECIFICATIONS FOR C3.01 SITE PLAN - PROJECT AREA (PERMIT # 11060134) 10600 TANTAU AVE . CONF CONFERENCE OFOI OWNER-FURNISHED, OWNER-INSTALLED SUBSTITUTION PROCEDURES. C4.00 ADA IMPROVEMENT PLAN (PERMIT # 11060134) C U P E R T I N 0 , C A 94014 CONN CONNECTION OPP OPPOSITE01 CONSTR CONSTRUCTION PERP PERPENDICULAR 8. ALL WORK INDICATED TO BE PROVIDED SHALL BE NEW UNLESS SPECIFICALLY NOTED SCOPE OF WORK G1.21 EGRESS DIAGRAM - FLOOR 1 (PERMIT 4 I CONT CONTINUOUS PL PROPERTY LINE OR PLATE OTHERWISE. G2.00 ACCESSILITY DIAGRAMS P # 11060134) � _ CONTR CONTRACTOR PLAM PLASTIC LAMINATE COORD COORDINATE PLYWD PLYWOOD L DIMENSIONS ON ARE FROM FACE OF FINISH, (U.O.N.). CONTRACTOR SHALL NOT A8.00 ENLARGED OM PLANS - FLOOR 1 (PERMi� # 11060134) CTSK COUNTERSUNK PR PAIR 9. ALTHIS IS CPT CARPET PREFAB PREFABRICATED SCALE DRAWINGS. DIMENSIONS ON DRAWINGS TAKE PRECEDENCE OVER SCALE. EXISTINGAPOWERN POLESOAND ADDITION OF NEW I POWER OFFICENG & DATA D RECEPTACLES.OR WORK IS TO INCLUDE DEMOLITION OF CTR CENTER PREFIN PREFINISHED I CW COLD WATER PRELIM PRELIMINARY 10. DIMENSION DEFINITIONS: DBL DOUBLE QTY QUANTITY CLEAR FOR EQUIPMENT OR DISABLED CLEARANCES AND MUST BE MAINTAINED. THERE IS NO CHANGE TO PARTITIONS, DOORS, CEILINGS, FLOORS, AND MILLWORK. DED DEDICATED QUAL QUALITY NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. DEMO DEMOLITION R RISER (OR RADIUS) HOLD ARE CRITICAL DIMENSIONS TO BE MET IN THE LAYOUT; NO VARIATION IS THERE IS NO CHANGE OF USE, NO EXTERIOR BUILDING CHANGES, AND NO TREE REMOVALS ARE PROPOSED. NO DEPT DEPARTMENT RA RETURN AIR ACCEPTABLE. PARKING OR LANDSCAPING CHANGES ARE PROPOSED. DET DETAIL RC REINFORCED CONCRETE V.I.F. VERIFIY STATED DIMENSION IN FIELD PRIOR TO CONSTRUCTION. NOTIFY DF DRINKING FOUNTAIN RD ROOF DRAIN ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. ACCESSIBILITY UPGRADES: N/A ' 4' _- 0\40t CAL `� � - �� a4G4- ®0 01 �I,5 DIA DIAMETER REC RECESSED A.F.F. ELEVATION HEIGHT ABOVE FACE OF FINISH FLOOR DIFF DIFFUSER REF REFERENCE DIM DIMENSION REINF REINFORCED) (ING) (MENT) ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS SHALL BE BROUGHT TO THE ELECTRICAL DISP DISPENSER RM ROOM DN DOWN RO ROUGH OPENING ARCHITECT'S ATTENTION PRIOR TO START OF CONSTRUCTION. EO.0 ELECTRICAL COVER SYMBOL AND LEGEND DR DOOR RWL RAIN WATER LEADER km_1 � �S!'°'�C� �R-- o�tg� E3.1 ELECTRICAL POWER PLAN DSP DRY STAND PIPE s SOUTH 11. NOTIFICATION OF LOCAL FIRE DEPARTMENT IS REQUIRED FOR ANY DISRUPTION TO THE DW DISHWASHER SA SUPPLY AIR FIRE ALARM SYSTEM. COORDINATE WITH FIRE ALARM CONTRACTOR PER CFC 1001.5.3. DWG DRAWING SD STORM DRAIN DWR DRAWER. SECT SECTION E EAST SHT SHEET (ING) EA EACH SHTHG SHEATHING EF EXHAUST FAN SIM SIMILAR �.�•-1A� - `'� S T�EJ EXPANSION EXPANSION JOINT SM SHEET METAL EL ELEVATION SCD SEE CIVIL DRAWINGS ELEC ELECTRICAL SED SEE ELECTRICAL DRAWINGS '�®�•• At� '�-- �S'D�.'�CL ��- �{' ���L'f ELEV ELEVATOR/ELEVATION SMD SEE MECHANICAL DRAWINGS EMER EMERGENCY SPD SEE PLUMBING DRAWINGS EP ELECTRICAL PANELBOARD SSD SEE STRUCTURAL DRAWINGS t EQ EQUAL SPEC(S) SPECIFICATION(S) EQUIP EQUIPMENT SQ SQUARE EST ESTIMATE SQ FT SQUARE FOOT EW EACH WAY SQ IN SQUARE INCH S"fi-�Z+tc.rT� �'P��-1t�1C�T1,otJS &tSCktOzA�a�'- 1�'c.earo EWC ELECTRIC WATER COOLER SQ YD SQUARE YARD EXIST EXISTING SS STAINLESS STEEL 5 t1r(z-!rt` C1»�at(� Q�claO�Abf p�ttc._ EXP EXPANSION STD STANDARD PROJECT DIRECTORY SK EXT EXTERIOR STL STEEL FA FIRE ALARM SUSP SUSPENDED FB FLAT BAR SYS SYSTEM COMPANY: NTAC S: PHONES: EMAIL: FD FLOOR DRAIN T THERMOSTAT FDN FOUNDATION T&G TONGUE AND GROOVE FEC FIRE EXTINGUISHER CABINET TOC TOP OF CONCRETE FE FIRE EXTINGUISHER TEL TELEPHONE BUILDING OWNER FHC FIRE HOSE CABINET TEMP TEMPERATURE FIN FINISH THK THICK(NESS) Apple, Inc. Gary Allen 415.385.4474 gallen®apple.com FIN FL FINISH FLOOR TEMP TEMPERED 1 Infinite Loop FLR FLOOR(ING) TOS TOP OF SLAB Cupertino, CA 95014 FLUOR FLUORESCENT TYP TYPICAL FOC FACE OF CONCRETE UON UNLESS OTHERWISE NOTED FOF FACE OF FINISH U.L. UNDERWRITERS LABORATORIES ARCHITECT FOM FACE OF MASONRY VCT VINYL COMPOSITION TILE Whitney Polcyn Architects, Inc. David Whitney 40$.627.9123 david�whitneypolcyn.com FOS FACE OF STUDS VERT VERTICAL 2185 The Alameda, Ste. 100 FPRF FIRE PROOFING VIF VERIFY IN FIELD San Jose, CA 95126 FR FIRE RATED VOL VOLUME FT FOOT / FEET W WEST FTG FOOTING W/ WITH r-, rnTolnnr rntn,nlrro FURN FURNITURE W/O WITHOUT Sprig Electric Tim Domingues 408.591.7860 timd�sprigelectric.com r PN1I' WB WHITE BOARD 1860 S. 10th Street <�„ ��; ,� Ui GA GAGE/GAUGElr y ��1St�� GALV GALVANIZED WC WATER CLOSET San JSoe, CA 95112 >�''�'-`� ' ���C� O T b���pt atih�' GB GRAB BAR WD WOOD �1tI� GL GLASS WF WIDE FLANGE ,; yNOG,ftC�ti0nS` ake�n'� O �, ,f }ta •i0n St's"S unla�'�ful k0�evtaYe GLULAM GLUE LAMINATED (BEAM) WH WATER HEATER GENERAL CONTRACTOR s4 p110 WR WATER RESISTANT „ � s o� Sr"i.-n £., Otfic7al. r t'.•� ��+gin Ire Building GR GRADE GYP GYPSUM (BOARD) WT WEIGHT Novo Construction Nathan Dudley 650.690.1660 ndudley®novoconstruction.com � , ;{Tom � t�4'� a a�.., �`�prova.��� t,ors t�etaor� 1460 O'Brien Drive eciif�a,• Menlo Park, CA 94025 ,�„ ��'a• fovak oI the ��` ' ,3b , an`app eaTStateLam city ordinanc SYMBOLS ��4 ;�f�•.,�,�r rl� S I Pu^ X DETAIL SYMBOL I XX.X (DETAIL NUMBER/SHEET NUMBER) BUILDING STRUCTURE: ® ELEVATION SYMBOL A + STRUCUTURAL GRID LINES 01/A7.0 (DETAIL NUMBER/SHEET NUMBER) OFFICE COPY C INTERIOR ELEVATION SYMBOL D B (ELEVATION NUMBER/SHEET NUMBER) A �SEo aR�y� 1/A6.2 DRAWING REVISIONS: CLOUD INDICATES EXTENT OF ` No.C• 5/�8 REVIISON ON SHEET ��9 REN.r� ��`S" \P CONSTRUCTION DETAIL: REVISION NUMBER \ TF�F CAL�cO`� Q SHEET NUMBER 1 (SEE TITLEBLOCK FOR DATE + ISSUE INFORMATION) � DETAIL NUMBER CUPF - INO �- DIMENSION OR REFERENCE CONTROL gultdin9 Oepas$nen PARTITION TYPE, POINT AS NOTED SEE PARTITION SCHEDULED SHEET A2.0 �� ALIGN SURFACES •f ��� VICINITY MAP CpQL1A�C� v1EV�E0 FOR CODE Project Name: APPLE TA04 PHASE-2 �E- DOOR IDENTIFICATION: 1.',',_.. . ._.. __ . Reviewed By Project No.: AP14.07 144DOOR JHomeotFai fid�tlnryteste',d Rd I�ameotead kd E Homestnd Rd ,i me coot Rd HonwsteaH Rd HomesteAd Rd �,DOOR NUMBER ROOM NUMBER I Atukn i i i, o Rev# Description Issue Date K.1ctrPe,mvx nCmta, q fags D, IC,Ix atMCenSNni T,'I.c ROOM IDENTIFICATION: OFFICE ROOM NAME Plan Check Submittal 08.12.2014 215 ROOM NO. (FLR. N0. FOLLOWED BY RM. NO.) zanne ' e >�wxirnm ;, i 1 ; PROJECT LOCATION 1 aMRtCA,b t i� A ;�h• 7Alodyln Cmiysl.Avc„ �•, o f ''$host.D, ,y^D 1 f .{ � `�i 1�,,,,`. ,$uli,va"�� � �:•. � •iRnn'dolph nvC .,�I.� o I � 4 Pc inmtM Ad W X �-'.$• } IIgAk.ndett Slcokhwse w Hok&kor MagNlo Ave I e;JCCenney s�!y I1 Jen.YSruM Fork ,. 4 ti"P. f �.f : Title: COVER SHEET �;J, Scale: N/A Sheet: A 0 . 0 I , , r i i I t WPA Architecture Planning Design Good Housekeeping Practices Whitney Polcyn Architects General Ci Oesignate one area of the site for auto parking, Landscaping , Dt ri Vy2185 The Alameda , Ste. 100 vehicle refuelM and routine ui ment EdSan Jose , CA 95126 In the Santa Clara Valley, storm drains flow g. �+ pStorm Drain Pollution directly to our local creeks, and on to San ; n Strl� � maintenance.The designated ed area should be well �"'1► ,� ,� from Landscaping and ,,,,,/ __ ��,/„_ „ rr,� A „ p n www . w h i t n e y p o t c y n . c o m away from sb same or storm drain inlets,termed If �j ■ ■ ■ Francisco Bay, with no treatment. necessary. Make major repairs off site. -- ___ __ _ _ _ _ .. ..a _ _ v p v a i" n%V n n ,a Site swimming Pool Maintenance G 11VII ❑ To prevent off-oke tracking of dirt,provide Operation 'O problem far a n d entrances with stabtzed aggregate surfaces.Or a n d Pool Many landscaping activities expose soils and Storm Water pollution is a serious p b increase the likelihood that earth and garden Storm Drain Pollution :'. W o r k s p a c e f o r Afts provide a tine wash area. chemicak wdp run off into the storm drains during From Dewatering Activities wildlife dependent on our waterways and for p i s ❑ Keep materials out of#*rain—prevent runoff Maintenance irrigation or when it rains. Storm Dra1n Pollution Contaminated groundwater Is a common problem in s t0 rtn W a t@ r Pollution the people who live near polluted streams or contamination at the source.Cover exposed piles of Swimming pool water containing chlorine and from Earth-MOVin Activities the Saha Clara Valley. Depending on soli types and . ..'.from Heavy a Y y Equipment o n soil or construction materials with plastic sheetin or copper-based algaecides should never be g APPLEINC.baylands.• Storm Drain Pollution from g site history, groundwater pumped from construction Construction Sites temporary roofs.Before it rants,sweep and remove LandscapinglGarden Maintenance discharged to storm drains.These chemicals are sites may be contaminated with toxics(such as oil or ' ' Construction Activities materials from surkoesthat drain tostorm drains, toxic to aquatic Ufa. Poesy maintained vehicles and heavy Proper management of Construction Sites ❑ Protect stockpiles and landscaping materials Soil excavation and grading operations loosen large solvents) or laden with sediments. Any of these a ' .mart that teak fuel, oil, antifreeze or g creeks,or channels. q. T A 0 4 j reduces IlUti011 $i significantly. Construction sites are common•sources of storm from wind and rain by storing them under amounts of soil that can flow or blow into storm pollutants can harm wildlife In creeks or the Bay, or oth$r�fluids on the construction site are l y water pollution.Materials and wastes that blow or ❑ Keep pollutants off exposed surfaces.Place trash tarps or secured plastic sheeting. drains when handled improperly. Sediments in runoff interfere with wastewater treatment plant operation. 1 0 6 0 0 T A N T A U AVE . wash into a alarm drain,gutter,or street have a cans and recycling rrec eptades around the site to Pool/Fountaln/Spa Maintenance �n aquatic fife, co m.M o n sources of storm drain pollution. Rc ❑ Schedule grading and excavation projects dog storm dam, and Discharging sediment laden water from a prevent spills and leaks by isolating C U P E R T I N 0 , C A 94014 This sheet summarizes the Best Management direct impact on local creeks and the Bay. minimize litter. duringd weather. Draining pools or spas destroy hab1h is In creeks and the Bey. E dewatering site Into any water of the state dry equipment from runoff channels, and by yr As a contractor,or site supervisor,owner or � �muco the� �runoff without treatment Is prohibited. Practices (BMPs) for storm water pollution CJ Clean up leaks,drips and other spills immediately When We time to drain a pool, spa,or fountain, watching for leaks and other maintenance operator of a sits,you may lore responsible for ® Use temporary check darns or ditches to g prevention. any environmental damage caused by your so�y do not contaminate snit or groundwater or divert runoff away from storm drains. please be sure to call the Cupertino Sanitary a'�thg a site and slow�'flow with check dams or Leave residue on paved surfaces.Used cleanup District before you start for further guidance on hefted round surfaces. problems. Remove construction equipment subcontrac ora or employees. dry p Y g g A 1. Check far Toxic I�oNutants from•:the site as soon as possible. methods whenever possible.N you must use water, Q Protect storm drains with sandbags,gravel- flow rate restrictions, backflow prevention, and use just enough to keep the dust down. filled bags,straw wattles,or other sediment handling special cleaning waste(such as acid ❑ Check for odors,discoloration,or an oily General Principles controls. wash).Discharge flows should be kept to the low sheen on groundwater. Site Planning and Preventive Vehicle ® cover and maintain dumpsters.Place dumpsters Pmcgcw Duda coon g ❑ Keep an orderlysite and ensure good under roofs or cover with to or plastic sheeting levels typically possible through a garden hose, ❑ Ask our building Ins g � g L7 Re-vegetation is an excellent form of erosion Higher Now rates may be prohibited by local Y g rector whether the M a In gen a n C e ORDINANCE OF housekeeping practices are used. secured around the outside of the dumpster.Never control for any site. ordinance. ❑ Remove existing vegetation only when groundwater must be tested. Q Designate one area ofAhe construction site, well ❑ Maintain equipment ro dean out dumpster by hosing It down on the abso uWy necessary. Plant temporary ❑ If contamination Is suspected,have the away from streams or storm drain Inlets, for auto THE CITY OF CUPERTINOproperly. construction site. Q Store pesticides,fertilizers,and other ❑ Never discharge pool or spa enter to s v n for crosion control on slopes or © Cover materials when the are not in use. chemicals indoors or in a shed or storage street or storm drain;discharge to ur! water tested by a certified laboratory. and equipment parking, refueling, and routine ` FOR N NPOINT SOURCE POLLUTION y ❑ Place portable toilets away from storm drain.Make rg where construction isnatimmediatelyplanned. vehicle and equipment maintenance. Contain cabinet. sanitary sewer cleanout. ❑ Depending on the test results you may be ❑ Keep materials away from streets,storm sure portable toilets are Gt good working order.Check u'Y g . Y Y the area with berms. sand bags, or other , & WATERCOURSE PROTECTION: drains and drainage channels. frequently for leaks. ❑ Use pesticides sparingly,according to ❑ if possible,when emptying a pool or spa, let ❑ Pr*W' downslope drainage courses, allowed to discharge pumped groundwater to barriers. Instructions on the label. Rinse empty chlorine dissipate for a few days and then lrtf98alli'ts, and 'storm drains with wattles, or the storm drain (if no sediments present)or Chapter 9.18 ❑ •Ensure dust control water doesn't leave site or MatedaislWaste Handling containers,and use rinsewater as product. sanitary sewer. OR,you may be required to 0 Maintain all vehicles and heavy equipment. discharge to storm drains. Dispose of rinsed, em containers in the onto elreuse water by draining it gradually tempai<ary drainage noff a. Use check darns or collect and haul pumped groundwater off-site inspect frequently for and repair leaks. ❑ Practice Source Reduction—minkmize waste when illy onto a landscaped area. ditrh>os to divert runoff around excavations. • for treatment and disposal at an appropriate • 9.18.040 Dischargeilt4ti9 the atofC'ilTt drain Ibit+ad trash.Dispose of unused pesticides as ® Perform major maintenance, repair jobs, and Advance Planning To Prevent Pollution you order materials.Estimate carefully. ReW to the Regional Water Quality Control treatment facia hazardous waste. ❑ Do not use copper-based algaecides. �• vehicle and equipment washing off-site, where It is unlawful to discharge, or cause, allow, or permit t0 Control algae with chlorine or other Board's Erwlon and Sediment � Field cleanup is easier. be discharged into an storm drain or natural outlet or ❑ Schedule excavation and grading activities E3 Recycle excess alt,wrap whenever possible,such p in Cupertino, residents with curbside recycling attematives, such as sodium bromide. Manual for proper erosion and sediment control 2. Check for Sediment Levels p r9 Y ; � for dry weather periods.To reduce sot erosion, as concrete,asphalt,wrap metal,solvents, can collect lawn, garden and tree trimmings in � measures. ® ff the water is clear,the pumping time is less ❑ If you must drain and replace motor oat, radiator rw'isnrieli all iiStB, including #3�St iir3t restricted to, sewage, plant temporary vegetation o, ply cti;ar sic., ..egrsa ,cksaad. bettor:,papa.,r�Sk,and ff than 24 hours,and the flow rate is less than 20 p p controls before rain begins.Use the Erosion and vehicle maintenance materials such as used oil, Yardwaste��•Yardwaste will be collected Pilfer Creanin coolant, or other fluids an site, use drip ons or Industrial wastes, petroleum products, coal tar or any refuse g and composted by the city's contractors. ❑ Cover stockpiles and excavated soil with gallons per minute, after receiving the approval drop cloths to catch drips and spills. Collect Sediment Control Manual,available from the antifreeze,batteries,and tires: wWredVg2VM te.or; ❑ Never clean a filter In the street or near a all spent fluids, store In separate containers, and substance arising from the manufacture of as from coal or Residents are encouraged to compost �� or arc shheeti of the city inspector, you may be allowed to p • g g Regional Water Quality Control Board,as a for info. storm drain.Rinse cartridge and � �• properly dispose as hazardous waste (recycle yatotwaste on-site themsehves.Or take pump water to the street or storm drain. petroleum, Chemicals, detergents, solvents, paints, reference. p Dispose of all wastes properly.Materials that yardwaste to a landfill where it will be diatomaceous earth fitters onto a dirt area, whenever possible). contaminated or chlorinated swimming pool water, ❑ Control the amount of runoff crossing your site cannot be recycled must be taken to an appropriate composted. and spade filter residue into soil. Dispose of Ci If the pumping time is more than 24 hours ❑ Do not use diesel oil to lubricate equipment pesticides herbiades and fertilizers. (especially duringexcavation!)by using berms or landfill or disposed of as hazardous waste.Never spent diatomaceous earth In the garbage. and the flow rate greater than 20 gpm, call g Parts, or clean equipment. Use only water for materials or permanent drainage ditches to bury waste is or leave them in the street or Landscape contractors should Cupertino Sanitary, 253-7071,for guidance.® If there is no suitable dirt area,cast any onsite cleaning. divert water flow around the site. Reduce near a creek or stream bed. take clippings and pruning waste Cupertino Sanitary for Instructions on ® If the water Is not clear,solids must be 9.18.090 Violation stormwater runoffvebckles b constructing to a landfill that composts yard ❑ Cover exposed fifth wheel hitches and other Y g discharging filter backwash or rinsewater to tittered or settled cut by pumping#o a settling An person who violates an provision of this chapter is temporary check dams or berms where P01MR r waste(BFI s Newby island.and oily or greasy equipment during rain events. Y� Y p p Y- the sanitary sewer. tank prior to discharge. appropriate. Zalhker Rd. landfill are the•nearest). guilty of a misdemeanor and upon Conviction thereof shall ❑ In addition to local grading and bulidhg permits,you Options for filtering include: Spill Cleanup be punished as provided in Chapter 1.12 of this Code ❑ Train your employees and subcontractors. will need to obtain coverage under the S'tate's ❑ Do not blow or rake leavers into - Pumping through a perforated pipe sunk The city can provide brochures about these General Construction Activity Stormwater Permit If the street` part way Into a small pit filled with gravel; ❑ Clean up spills immediately. Issues for you to distribute to workers at our your construction site's disturbed area totals 5 Y Y (3 Never hose down "ditty" pavement or 9.19.100 Civil penalty for violation construction site.informour subcontractors acres or more.Information on the General Permit - Pumping from a bucket placed below Y impermeable surfaces where fluids have: spilled. Any person who violates any provision of this chapter about the stormwater requirements and their can be obtained from the Regional Water Quality water level using a submersible pump; Use dry cleanup methods (absorbent or any provision of any permit issued pursuant to this own responsibilities. Use ftepntntfor a Clean Control Board.(This criteria will change to one acre - Pumping through a filtering device such materials, cat litter, and/or raga) whenever Bay,a construction best management practices as of Mar.2003•) as a swimming pool filter or filter fabric possible and property dispose of absorbent chapter shall be civilly liable to the City in a sum not to guide available at our Building Dept.counter. • exceed the amounts provided for in Government Code wrapped around and of suction pipe. materials. Section 54740 and/or 54740.5 [up to $25,000 per day per ❑ when discharging to a storm drain, protect (3 Sweep up spilled dry materials Immediately. violation]. The City may petition the Superior Court _ the inlet using a barrier of burlap bags filled Never attem pt to wash them away with water, pursuant to Government Code Section 54740 to impose, The property owner and the contractor share ultimate responsibility for with drain rock,the ggat .Otwitihfltterfabric or bury them. anchored under the rate.oR pump water ❑ Use as tlttrs water as possible for dust control.. assess and recover such sums. The dull penalty provided the activities that occur on a construction alta You may b held responsible through a grassy prior to discharge. Ensure water used doesn't leave sift or In this section is Cumulative and not exclusive, and shall be y p discharge to storm drains. in addition to all other remledies available to Lha ,under for any environmental damage caused by your subcontractors or ern ployees. ❑ Clean up spills on dirt areas-by digging up and State and Federal law and local ordinances. Funds properly disposing of contamJrnated soil. collected pursuant to this section shall be paid to City's CI Call 811 for significant sprills Environmental Management Account. Painting and Friesh ,DuringCOnstl[►etlon ❑ If the spill poses a significant hazard to 9.18.101 Civic nal for Illicit discha Roadwork Stmm DMn Pollution r� a human health and safety, property or the D Don't mix up more fresh concrete or cement environm ent, you must also report It to the Any person who discharges pollutants, in tion of Application of �� � than you will use in a two-hour period. State Office of Emergency Services. this chapter, by the use of illicit connections shall be civilly an nMortar liable to the City in a sum not to exceed twenty-five Solvents and w�F!�ova1 Ll Set up and operate oma!!mixers on tarps or thousand dollars per day per violation for each day in ❑ paint cups and chat fronn ■ t.�oad pavk,g,suFadng,diad pevoennert r+errxrrai Application f�Y Pince drop crofts. d,�pp�l,�,and ling mybe Pa'vin i>�pen r�ht in tine street,where there are� E3 When cleaning up after driveway or sidewalk which such violation occurs. The tatty may petition the Adhesives swept up or wed In plastic drop coins& oppahrnfies for Wit, slurry,or construction,wash fines onto dirt areas,not Superior Court pursuant to Government Code Section disposed of as trask someted material to fly enter storm drainsdown the driveway or into the street or store, 54740 to impose, assess and recover such sums. The civil E*aa planning Is regt,ined to shore and compose of drain. ❑ chemical pdrttatding ,and d,Ip:; • ,fit Buslnr�s Fracficres mals property and pau.aorh of tor.rn Drain Pollution from penalty provided in this section is cumulative and not Storm n Pollution f palms, and du *oro marine paints,or paints :datum drains,W x*creeks,and the Bay Fresh Concrete and Mortar El protect applications of fresh concrete and exclusive, and shall be In addition to all other remedies ming lead,mortury or l tin amortar from rainfall and runoff until the SOhl8fit6, arid Adhesives be disposed of ffi tnra wastes.Load ® �mrpterrherrt Applications material has dried. • available to the City under State and Federal law and lord All ,and p a carsth+oi plorhs fa•roadw ay embardvhhents pp all Business ordinances. Funds collected pursuant to this section shall d,unkarls lust are ha nU to wk to In kxal conbadcr. ❑ scheme excavation and ung work dura ❑ Wash down exposed aggregate concrete be paid to City's Environmental Storm Management creeks,son Francesco Bay,and ft Pacft Ocean. O v� � � dry weather. Daring t�.rait�rucao,ll► Fresh concrete and cement-related mortars only when the washwater can(1)flow onto a H ana rd o u s 'VII'asto Taxis canlc ate may come from or sotsthat wash into fakes,streams, or estuaries dirt area,(2)drain onto a bermed surface from „ Account. products or from clearing residues or rags.Paint with high-pr+mwm waler•,block storm drains. til Check fbr�I repair leaking equipment. O Avo1d pavlrtg slid sed ooetirwg In wet # t• . rrferial and wastes,awes and cleaning Dir+ect�onto a dirt area and spade are toxic tD fish and the aquatic which it can be pumped and disposed of D I s`p o s 'f`, rg m should be recycled when possible,or disposal of c wftl Cupertino ❑ 'eq� m at w or when rain k foreCt,to pry environment Disposing of these materials properly, (3)be vacuumed from a catchment Into sol).or, ,or District t to find out N you can mop or vacuum the designated meas in your main#e enoe yard, fresh materials from�stomwater created by blocking a stoat drain inlet. if B u s i nes ses thatgenerate less lift KW*storm and f '9 �and dispose of it In a am" where cleanup,Is ems:Avoid peuftr" to the stain drains or creeks Can block necessary,divert runoff with temporary berms. sewer drain.Sampling ofthe�may equiprrert repairs at construction sites. E3 Cover sad catch and mimhotes storm drains, Causes serious problems, and . Make sure runoff does not react gutters or than 27 gallons or 220 pounds be required. When or when%sehiel0equipmert when is prohibited by taw. storm drains. o' hazardous wast$;; e1' month Cupertino t.7 Washwaterfrom.pointed buildings ❑ maintenancer�rutst be done on site,designate a lw yid cow,slurry seal,� ❑ When breaking up pavement,be store to pick Building Dept: timing Pant Products constricted before 1878 can contain high location away from storm dry and creeks. up all the pieces and dispose of property. are eligible to use this program. 408-777-3228 amounts of�even ti paw are not ❑ Protect dratraW ways by erg earth dam' General Business Practices Recycle large chunks of txccen concrete.See �'+ Public Works Dept: Ct Keep all liquid paint products and wastes press.Before you begin stripping paint or Do not use diesel off to liftl erte equipment sand bags,or otiher corttrok to dhrert or trap for info n r�ectreteCa ll 4 8®2 9 g•, 40$-777.3354 away ham the gutter,014-and storm cleaning pre-1978�exteriors whih water parts or cwt equ� and fitter'runoff. ❑ Wash out concrete mixers only in designated SVD RRC dralss. funder'high pressure,test paint for Iso!by C� broken ❑ Now wash ekcess material from.wgxwod- washout areas in your yard,away from storm O Never bury waste material. Dispose of small mak. W � Santa Clara County taking pant ecngs to a locaat ter. ❑ Recycle used oil'cahcx+Erbe' for s quote.®t�■ � � til F Recycling Hotline: (See Yellow Pages far a state-cetilied �whenever possible,or dose of property. concrete or sitrft treatmentsinto drains and waterways,where the water will flow amounts of excess dry concrete,grout,and „ �� �y cA $00-533-8414 PainUng Ckkmgp laboratory.) (www.r+ecydesWff c om for fist of ruling a street or storm drain.Cathect and recycle,or Into a temporary waste pit in a dirt area. Let mortar in the bwh. W ltY r®d u C etAi as to.oro ❑ ff flans is rouse on the ,or if the oomparries_) to dirt auris. water percolate through soil and dispose Of C3 Never dispose of washout into the street, � No.c• s s ❑ ltilAY81'clean brustresornirnse paint t settled, hardened concrete as garbage. REN.: I h,�r ww,rec_vgleg #l,gom containers Irfta street;gutter,storm drain, l s�p for teal,btatc storm ❑ Covereq�(aspthalt,sand,etc.)and Whenever possible,recycle washout by storm drains,drainage ditches,or streams. �9 ��33�t� small Business Hazardous Waste: French drain or,creek. d aft Check with Cupertino Sanitary District other bion m with Lys tarps• pumping back into mixers for reuse. 408-299-7300 to determine whether you may�water Protea from rainfall and prom t runoff with ❑ For paitt>s,pabrt out brushes to to the sardtary sewer,or U you must send ti ;i:x 3 0 ;:A.Y N. 4F 1F Cupertino Sanitary Sewer Distr ;ru.,•� . CAI. p ry Urs extant possible,and rinse into an Inside otfshe for d�as t waste. ® Avoid creating e�aoeers dust breaking asphalt by roofs or plastic sfhr�s and berms ® Wash out chutes onto dirt arenas that do not ��:•`•; =t,,;�,�,�. ❑ Park machines mer drip pars or flow to streets or drains. . 408-253-7071 or corhixela. parn►irhg sink drain that to the sewer. 3 a n to Clara Valley Urban Runoff For oil osrserd paints,paint out brushes to the Paint ,Runt or mon ❑ After bre4 al tg up old pavement be sone to �r�(dam, ��)to tech ❑ Always store both dry and wet materials Pollution P rev e n don P r m ext possible and c4�t with ttdr�or NOW"at c�dra and pieces.Make sure when not�'°�• under cover,p from rainfall and runoff F? g " and away from storm drains or waterways. ,r $00-794-2482 satvertt Fltter and rause thinrners ana solvents, © Otspase of�liqukd pilau,thinners, btccat pahaemerrt cross trot otsile in contact ❑ Clew up all uapNblr and leuidos using dry" Ys• where possible Dispose of excess Nquids and solvents,glues,and dewdre finals as with rainfall or runoff. n duds(with absorbent rr andlor Protect dry materials from wind. residue as hazardous wets I wa+dre(krill the ensu Business rags),or dig up,remove,and properly dispose ❑ Secure bags of cement after they are open. y' State Office of Emergency Hazardous Waste p�:2W7300), ❑ WhenmaCMgsawcxr*useaslittlewateras i Project Name: APPLE TA04 PHASE-2 a a.v eo e a ` die esrr ;pw' ,.-.w. ptsv,°b',e. o .w un v"uiC.••vr�„sic,, ted Be sure_o ked ind-bkrwn cement powder !! r � r-h i te.ori .+.. ur k , e�( 1 t w • ...�;ta?'t;2!: . 1.800-852-7550 (24 h rs) brushes,rags.and drop c •may be ❑ Or Rerun to :(Unopened terra of paint remove from the site.Cover`or protect storm M Project N a.. A P 14.0 7 disposed may be able re be returned.Check with the y dispose awe from streets, utters, storm drama, ❑ Collect surd Or of Y g of as drain iu�els scutti and excess or sand. 7?? ;- ' r R e p o rt spills to 1 1 regimft "buy: policy.) }yy Sweep �.��yy.�f rainfall and runoff. ;;-'U�� vendor its UQLR '•7' �'.�_,"�1 D"—"_• t W �•1�aS(:.•,`''.^.' �urnr�"(,;" .a ❑ Avoid over kation b waiter'bvrics for dust ❑ properly of,ail residues. -spill y Do not use diesel fuel as a lubricant an ;.1:. `44 w` . •� ❑ Donate.excess print(kali 299.7300 to dome.) •k.�•.� • ❑ Sweep,never'hose down str1effi to dean up conftX t. concrete forms,took,or trailer's. `° � s�rat=val�y o Rev#_ Description issue Date tracked dirt.Use a strain sweeper or vacuum truck.Do not dump vactuned liquor In storm .. �. �{�� :•;'�;• . Plan Check Submittal 08.12.2014 drair O APPROVED BY: ': ["1,1RE'/�'''11T Nk CA ,f0 CONSININ' TRUCTION .eJ �t ' ♦ BE ST MANAGEFMIE� NPR- -A'a T CTICES .�"� ..uJ0 Oltszu�rs RALPH UALLS JR. RCE 22046 9-3T- 5 DATE j DIRECTOR OF PUBLIC WORKS • DEPARTNffiNT OF PUBLIC WORKS ; Title: BEST PRACTICE MANAGEMENT Scale: AS NOTED Sheet: O . 1 t i e 3 a I i I DEMOLITION LEGEND: i i O DEMOLITION KEYED NOTE 1 2 3 4 5 6 a 8 9 I Architecture EXISTING CONSTRUCTION TO REMAIN. i F WORK (E) DOOR & SIDELIGHT TO REMAIN. P l a n n i n g : — G Whitney Polcyn Architects / ( 2185 The Alameda , Ste. 100 San Jose , CA 95126 www . whitnen , com OEMDEMOLITIONG-ENER41.,�IOTES= Y P oIc Y / A. VERIFICATION OF EXISTING FIELD CONDITIONS IS REQUIRED PRIOR / P' C / TO DEMOLITION. Workspace f o r B. PATCH AND REPAIR ALL WALLS, FLOORS AND CEILINGS DAMAGED DURING DEMOLITION. /" / / s�/ C. CONTRACTOR TO PROTECT ALL EXISTING FINISHES THAT ARE TO / REMAIN. APPLE, INC. / D. PRIOR TO DEMOLITION, CONTRACTOR TO COORDINATE WITH BUILDING OWNER AND ARCHITECT TO IDENTIFY ITEMS (QUANTITY AND QUALITY) T A 0 4 TO BE SAVED. 10600 TANTAU AVE . A ' ' / / E. ALL ELECTRICAL AND DATA OUTLETS, SWITCHES OR THERMOSTATS CUPERTINO , CA 9 4 0 1 4 THAT CONFLICT WITH THE NEW LAYOUT SHALL BE TAKEN BACK TO FUNCTIONAL SOURCE AND REMOVED. TEST LAB / F. REMOVE DOORS, FRAMES AND HARDWARE AS INDICATED ON PLAN. 170 SAVE FOR REUSE. c / G. ALL EXISTING FINISHES ARE TO REMAIN, U.O.N. H. EXISTING FIRE EXTINGUISHER TO REMAIN, U.O.N. E / / EXISTING ELECTRICAL PANELS AND TELEPHONE BOARDS TO REMAIN U.O.N. K. REMOVE ALL (E) UNUSED OR ABANDONED CABLING AS REQUIRED BY 2013 CEC. / / / / / � / / � i „� L. ALL DEMOLITION WASTE SHALL BE TRANSPORTED BY A REGISTERED HAULER TO A REGISTERED FACILITY AND BE PROCESSED FOR N RECYCU G. IN COMPLIANCE WITH THE CITY OF CUPERTINO CONSTRUCTION & DEMOLITION DEBRIS ORDINANCE. Wr F/IGf Ar I .�g' � , �, / / i/ I Ff�G�E / / / ' � � DEMOLITION KEYED NOTES: E POWER POLES TO B PATCH / O TILES AND FLOOR FINISH TO TILES EXISTING DAMAGED CEILING x/ 'T tSN / / / / / / / oz's % / ! / / / / fir/ � V/'� B / r // /% 1 / // // / / /'/ / %/i / / / ��� /// � ��SED wR��% F� No. C• 8588 RENA 9 OF CA DEMOLITION PLAN 1/811 = 11-011 -- --- CUPERTINO Building Department Project Name: APPLE TA04 PHASE-2 I o W4 IAUU u Project No.: AP14.07 REVIEWED FOR CODE7COMPL1ANCE r Reviewed By: o Rev#. Description Issue Date i Plan Check Submittal 08.12.2014 I 0 i 0 i i i i Title: t i WPA i Scale: AS NOTS® r i i Sheet:A 1 . a i E I 3 I 1 t 2 J t 3 J 1 `* ) l 5 1 l " l 7 8 9 f=i PrTMrAi rPNIP Ai r)Tf=c• WPA A. (E) ELECTRICAL, TELEPHONE AND DATA OUTLETS TO REMAIN (U.O.N.) -- Nona -- -- AREA F WORK ..r i -r CONTRACTOR TO VERIFY ALL (E) OUTLETS. (E) OUTLETS ARE NOT SHOWN ON PLAN. Architecture 1.7 B. OUTLETS INDICATED ON PLAN ARE NEW PER TENANT REQUIREMENTS i / I PROVIDE NEW ONLY IF THEY DO NOT EXIST AND ARE NOT IN CLOSE PROXIMITY. Planning ALL NEW OUTLETS TO BE NOT LESS THAN 15" MEASURED FROM THE C BOTTOM OF THE RECEPTACLE OUTLET BOX AND NOT MORE THAN 48" Design MEASURED FROM THE TOP OF RECEPTACLE OUTLET BOX. PER C.B.C. 2013 SECTION 118-308.1.2 D. ALL NEW OUTLETS TO BE LOCATED TO THE NEAREST STUD (U.O.N.). Whitney Polcyn Architects E. EXISTING ELECTRICAL PANELS TO REMAIN (U.O.N.). 2 1 8 5 The Alameda , Ste. 1 0 0 F. 26 CA 95 1 1 I ELECTRICAL SHALL BE DESIGN/BUILD. CONTRACTOR SHALL BE San Jose ,h in e y p o l 1 RESPONSIBLE FOR ALL CIRCUITING AND TITLE 24. f _ T � / / _ F G. ALL WIRING AT ELECTRICAL AND TELEPHONE/DATA OUTLETS THAT ARE j _ ) ABANDONED SHALL BE TAKEN BACK TO SOURCE AND REMOVED. PROVIDE i - - 1 BLANK COVERPLATES AS REQUIRED. W o r k s p a c e f o r L — — — -L — — — J / H. TELEPHONE/DATA OUTLETS AND WIRING IS TO BE SUPPLIED AND INSTALLED / j 0 BY TENANT. CONTRACTOR TO COORDINATE. J. NEW COVERPLATE STYLE AND COLOR FOR ALL OUTLETS TO MATCH EXISTING. APPLE, INC. � / / I I--1 K CONTRACTOR IS TO PROVIDE AND COORDINATE THE ELECTRICAL T A 0 4 FUNCTIONAL (�— 1 CONNECTION TO THE FURNITURE SYSTEM 1N THE OPEN OFFICE AREAS. TEST LAB L — _ — _J._ _ _ _ J / 10600 TANTAU AVE . ' 170 0 / CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS ON THE ELECTRICAL C U P E R T I N 0 , CA 9 4 0 1 4 I / / L. FURNITURE CONNECTIONS. / U) / — T 1 M. ALL OUTLETS WITHIN 6'-0" FROM PLUMBING ARE TO BE G.F.I. OUTLETS. - 1 - _ -_ / E N, PROVIDE COVERPLATES (BLANK OR OUTLETS) WHERE MISSING, TO MATCH L - - - � , / /// / EXISTING. PALL CABLING IN THE RETURN AIR PLENUM IS TO BE PLENUM RATED OR. CHAMBER I 0 TEFLON COATED AS REQUIRED. — _ _ — — _ Q OUTLETS NOT SPECIFICALLY DIMENSIONED SHALL BE LOCATED WITHIN 12" / // / // // / / T / // / OF THE LOCATION INDICATED ON PLAN. / / / / ' i ' '� R. CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES MIN. IF SERVING ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES MIN. IF SERVING ELEMENTS ON BOTH SIDES. (PER 2013. 11B-403.5.1 EXCEPTION #4.) (PER CBC 2013 IIB-403.5.2) WHERE ACCESSIBLE ROUTE MAKES A 180 / , / , / / DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES / WIDE, CLEAR WIDTH SHALL BE 42 INCHES MIN. APPROACHING THE TURN, / / I 48 INCHES MIN. AT THE TURN AND 42 INCHES MIN. LEAVING THE TURN. / E,, / / / T / / / , / / D S DROP TO EVERY TI AND DOUBLED UP OFFICE. ALLOCATADDITIONAL E (3)AWORKSTATION, T WORKSTATIONSPERCIRCUIT FOR 1116 C ' C� �� F / O THE CUBES, ADD (1) ADDITIONAL CIRCUIT FOR EACH DOUBLED UP OFFICE. / C ELECTRICAL SYMBOL LEGEND: SURFACE MOUNTED WIREMOLD AT 42„ A.F.F. SEE ELECTRICAL DRAWINGS. / / 0 N/ / / �/ /// / QUADRUPLEX RECEPTACLE FLUSH MOUNTED U.N.O. / / / / / / / / IQ DATA OUTLET — TO BE INSTALLED ON WIREMOLD. / 7// SEE ELECTRICAL DRAWINGS. ZZ—//- �//-7/777 ... CB / / / / / ELECTRICAL KEYED NOTE: 1 (E) POWER DROPS TO REMAIN. PROVIDE DATA DROPS AT SAME LOCATIONS — — — — — — — — — — — — — — — — — — — — — A N Dt? W �y'TF v o� T�fi OA w No.C- RE .:I •REN.:1 FBF CAL�F�� ELECTRICAL, TELEPHONE / DATA 8i FURNITURE REFERENCE PLAN Project Name: APPLE TA04 PHASE-2 Project No.: AP14.07 Building Departrnent IYF , AUG 1 201 Rev# Description Issue Date P _VIE\NED rOR CODE COMPLIANCE plan Check Submittal 08.12.2014 Reviewed By -. -� O O I l i I 0 C Title: ELEC./TELE./DATA FURNITURE REF. PLAN Scale:A S, iN ) i..; Sheet:A2 . 0 i i I s G WPA APPLE , INC Architecture Planning TA04 Design Whitney Polcyn Architects 2185 The Alameda , Ste. 100 10600 TANTAU AVE San Jose, CA 95126 www . whitneypolcyn .com ka U 1=0 K I I IN U U/A � ou 144 WorksP ace for APPLE , INC. TA04 10600 TANTAU AVE . CUPERTINO , CA 9401.4 ...a .t�'zlrur 'rnY}�::kn.'i�t�'C9���`�•q,?.�Sf�vxk: 'a.,,x�„b.y.�..i'�,�,.. PAT elwas0000 ABBREVIATIONS GENERAL NOTES LIGHT FIXTURES INDOOR LIGHTING CONTROL POWER RECEPTACLE CONVENTION POWER & COMM. 1 A AMPERE STRAIGHT BLADE TWIST-LOCK 1 DRAWING REVISION DELTA ABC ABOVE COUNTER RECESSED ACRYLIC LENSED FLUORESCENT TROFFER SINGLE POLE, SINGLE THROW TOGGLE SWITCH, 20A 120/277V, (X) O SPECIAL 250V RECEPTACLE OUTLET, DEVICE AS NOTED ON PLAN 1. THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT AF AMPERES FUSED DISCONNECT ) ~^ INTENDED TO SHOW ALL THE DETAIL OR SPECIFICS FOR x INDICATES CONTROL ZONE AFF ABOVE FINISHED FLOOR �+i x x x DRAWING REVISION CLOUD CONSTRUCTION. RECESSED INDIRECT FLUORESCENT TROFFER 3 w w w w "� SPECIAL 480V RECEPTACLE OUTLET, DEVICE AS NOTED ON PLAN I ! THREE-WAY SINGLE POLE DOUBLE THROW TOGGLE SWITCH 20A � J 2. REFER TO CML, MECHANICAL AND PLUMBING DRAWINGS FOR AL AFG ABOVE FINISHED GRADE c� a c� `i AIC AMPERE INTERRUPTING CAPACITY 120/277V, (X) INDICATES CONTROL ZONE z I z 1• GENERAL NOTE: APPLIES TO ENTIRE PROJECT ,`it`; OVERHEAD CORD REEL WITH 'So' CORD, SEE PLANS FOR ADDITIONAL x SITE UTILITIES AND COORDINATE WITH OTHER TRADES FOR AL SITE = RECESSED PARABOLIC FLUORESCENT TROFFER d o REQUIREMENTS AS AMPERE SWITCH �' ” r' � 5-15R 15A 120V GNDG 2P 3W L5-15R rte+"I SHEET NOTE REFERENCE SYMBOL ELECTRICAL WORK. SINGLE POLE SINGLE THROW SWITCH WITH TIMER 20A 120/277V AT AMPERE TRIP NS 3. THE LOCATION OF AL EQUIPMENT ON THESE DRAWINGS ARE SHOWN (W) INDICATES MAXIMUM SETTING OF TIME IN MINUTES (X) �� `'f` FLUSH WALL MOUNTED 4S JB W/2 GANG RING & BLANK COVER SURFACE ACRYLIC LENSED FLUORESCENT TROFFER Yr �>, ATS AUTOMATIC TRANSFER SWITCH DIAGRAMMATICALLY. COORDINATE EXACT LOCATION OF EQUIPMENT AWG AMERICAN WIRE GAGE Y INDICATES CONTROL ZONE 5-20R 20A 120V GNDG 2P 3W L5-20R ==� 2004 FEEDER SIZE. REFER TO FEEDER SCHEDULE. '!;'; FLUSH 'WALL MOUNTED 5S JB W 1 GANG RING & BLANK COVER 'vViTH OTHER TRADES FOR CONDUIT ROUGH-NS AND EQUIPMENT .. .._._..__..___........_.....,I G , :; ._n ,,_,. / BATT BATTERY LOCATION. LINEAR FLUORESCENT FIXTURE, CABLE SUSPENDED ND TRY SWITCH, SINGLE POLE, SINGLE THROW 120/277V, (Y) BC BELOW COUNTER 4. AL EQUIPMENT WEIGHING OVER 400 POUNDS SHALL BE rr (NONE-20A, 5-5A), (X) INDICATES CONTROL ZONE 5-30R 30A 120V GNDG 2P 3W L5-30R <.',i FLUSH WALL MOUNTED 5S JB W/2 GANG RING & BLANK COVER SEISMICALLY ANCHORED AND BRACED AS PER C.B.C. ( WALL MOUNTED LINEAR FLUORESCENT FIXTURE INCANDESCENT DIMMER, (YY) INDICATES WATTAGE RATING 3=300W, a MECHANICAL EQUIPMENT " 3 BF BASE FEED 5. PROVIDE REQUIRED EXPANSION/DEFLECTION FITTINGS AT LOCATIONS 1 DESIGNATION di 4S x 1 1/2 JB W/BLANK COVER PLATE ( 21 in. ) X 6=600W, 10=1000W, 15=1500W, 20=2000W E=rg 5-50R 50A 125V GNDG 2P 3W NA WHERE CONDUIT PASSES THROUGH EXPANSION JOINTS. FITTINGS ::::::::::: ::::. WALL MOUNTED FLUORESCENT FIXTURE p 4S x 2 1/8" DEEP JB W/BLANK COVER PLATE ( 30.3 in3 ) C CONDUIT SHALL ALLOW SEISMIC MOVEMENT REQUIRED BY STRUCTURAL - LOW VOLTAGE, SINGLE POLE, DOUBLE THROW MOMENTARY TOGGLE OR e CAC CALIFORNIA ADMINISTRATIVE CODE © t`�- 6-15R 15A 250V GNDG 2P 3W L6-15R �=a �` DETAIL NUMBER CAN CABLE TELEVISION ENGINEER. x TOUCH SWITCH. (X) INDICATES CONTROL ZONE �' — SHEET NUMBER " " - FLOURESCENT STRIP FIXTURE �.E 4S x 1 1/2 JB W/1 1/2 DEEP EXTENSION BOX AND BLANK CBC CALIFORNIA BUILDING CODE 6. REFER TO ARCHITECTURAL DWG S. (REFLECTED CEILING PLANS, COVER ( 42 in3 ) CCN CLOSED CIRCUIT TELEVISION FLOOR PLANS, INTERIOR ELEVATIONS, ETC.) FOR EXACT LOCATION ^ " aj SINGLE CIRCUIT WALL MOUNTED VACANCY SENSOR — WATT STOPPER :: 6-20R 20A 250V GNDG 2P 3W L6-20R INDUSTRIAL FLOURESCENT FIXTURE CW-100 500 WATT 120V OR EQUAL B1 EHSBN SWITCHBOARDS, MCC S, DISTRIBUTION BOARDS AND CD CORD DROP FOR LIGHTING FIXTURES. T PANEU30ARDS• `��%� 4S x 2 1/8" DEEP JB W/1 1/2" DEEP EXTENSION BOX AND CEC CALIFORNIA ELECTRICAL CODE 7. AL FIXTURES INSTALLED IN SUSPENDED T—BAR CEILINGS SHALL BE C=* 6-30R 30A 250V GNDG 2P 3W L6-30R v f T i BOARD DESIGNA11ON BLANK COVER ( 51.3 in.aj CF CONTRACTOR FURNISHED SUPPORTED BY A MINIMUM OF TWO FIXTURE SUPPORT WIRES. �;; RECESSED COMPACT FLUORESCENT DOWN LIGHT, CLEAR ALZAK SINGLE CIRCUIT WALL MOUNTED PIR MOTION SENSOR - WATT STOPPER PW-100 OR EQUAL BOARD CLASSIFICATION �I CI CONTRACTOR INSTALLED 8. ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING REFLECTOR LARGE JB SIZE (HXWXD) COVER (SC,HC) AND NEMA TYPE CO CONDUIT ONLY ELECTRONIC TYPE BALLASTS. APPROVED 13Y CALIFORNIA ENERGY r' 6-50R 50A 250V GNDG 2P 3W NA SB = SWITCHBOARD (5000A MAX) (1, 3R, 4, 12, etc) AS SPECIFIED CU COPPER CONSERVATION STANDARDS. A] RECESSED COMPACT FLOURESCENT, SQUARE LENSED DOWN DUAL CIRCUIT WALL MOUNTED PIR MOTION SENSOR — WATT STOPPER MCC = MOTOR CONTROL CENTER (2500A PW-200 OR EQUAL MAX) LARGE PUL BOX SIZE (HxWxD) COVER (SC HC), AND NEMA TYPE 9. AL LAMPS ARE TO BE ENERGY SAVING TYPE. ALL 4—FT LIGHT SINGLE CIRCUIT WALL MOUNTED PIR/ULTRASONIC MOTION SENSOR — E, 14-20R 20A 125/250V GNDG 3P 4W L14-20R w + D = DISTRIBUTION BOARD (1200A MAX) LP (1, 3R, 4, 12, etc) AS SPECIFIED, NO SPLICING IN PULL BOXES DIST DISTRIBUTION FLUORESCENT LAMPS To BE T-8 OCTRON TYPE. -� COMPACT FLOURESCENT CYLINDER FIXTURE, WALL MTD. 0* WATT STOPPER DW-100 OR EQUAL P = PANELBOARD (400A MAX) DIV DIVISION 10. SHADED FIXTURES ON THE LIGHTING PLANS INDICATE A FIXTURE 14-30R 30A 125/250V GNDG 3P 4W L14-30R rJJ L = LOADCENTER (225A MAX) JUNCTION BOX FOR POWER BASE FEED TO PARTITION WITH BATTERY OR GENERATOR BACK UP FOR EMERGENCY LIGHTING. DUAL CIRCUIT WALL MOUNTED PIR/ULTRASONIC MOTION SENSOR - H = 277/480V I COMPACT FLOURESCENT SQUARE FIXTURE, WALL MTD. EC ELECTRICALEXISTING ICONTRACTOR 11 GANGED IPLATESCES �SHALL BE BE SPECIFICATION THERMOPLASTIC AND SHALGMATLE CHDTHE WATT STOPPER DW-200 OR EQUAL 14-50R 50A 125/250V GNDG 3P 4W CS 50A 125/25OV � ' VOLTAGE CLASSIFICATION ^rl� JUNCTION BOX FOR TELE/DATA BASE FEED TO PARTITION BF ER EXISTING TO REMAIN DEVICE IN COLOR, COORDINATE DEVICE COLOR WITH THE ARCHITECT + RECESSED INCANDESCENT DOWNLIGHT 600 S.F. CEILING MOUNTED ULTRASONIC MOTION SENSOR - WATT STOPPER L - 120/208V WT-600 OR EQUAL PP POWER POLE FSD FIRE SMOKE DAMPER PRIOR TO INSTALLATION. GANG DEVICES AT GROUP LOCATIONSr, = 15-20R 20A 250V 30 GNDG 3P 4W L15-20R '%`I POWER SOURCE DESIGNATION (F) FUTURE UNDER A SINGLE COVER PLATE. ALL 15 AND 20 AMP EMERGENCY INCANDESCENT FIXTURE, CEILING MTD SURFACE 1100 S.F. CEILING MOUNTED ULTRASONIC MOTION SENSOR - WATT (BLANK) = NORMAL POWER FBO FURNISHED BY OTHERS POWER RECEPTACLES SHALLBE RED IN COLOR. STOPPER WT-1100 OR EQUAL 1^;' 15-30R 30A 250V 30 GNDG 3P 4W L15-30R ? 7 E = EMERGENCY POWER 5-20R DUPLEX 1GANG CAST IRON FLOOR BOX FIBO FURNISHED AND INSTALLED BY OTHERS 12. 15, 20, AND 30 AMP RECEPTACLE OUTLETS SHALL BE INSTALLED ^w INCANDESCENT FIXTURE, WALL MTD U = UNINTERRUPTIBLE POWER DATA 1GANG CAST IRON FLOOR BOX WITH CENTERLINE OF OUTLET NOT LESS THAN 17 INCHES NOR 2200 S.F. CEILING MOUNTED ULTRASONIC MOTION SENSOR - WATT FLOOR DESIGNATION G GROUND MORE THAN 44 INCHES ABOVE THE FINISHED FLOOR PER CEC. STOPPER WT-2200 OR EQUAL NOTE: BUILDING DESIGNATION (OMIT FOR SINGLE GC GENERAL CONTRACTOR 13. THE CENTER OF SWITCHES SHALL BE LOCATED NOT LESS THAN 15 RECESSED HID FIXTURE "LETTERS" NEXT TO THE SYMBOL INDICATE THE FOLLOWING: BUILDING) ►; TELE 1GANG CAST IRON FLOOR BOX GFCI GROUND FAULT CIRCUIT INTERRUPTER INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR PER CEC. 90' HALLWAY CEILING MOUNTED ULTRASONIC MOTION SENSOR — WATT GFl GROUND FAULT INTERRUPTER 14. THE OPERATING HANDLE GRIP CENTERLINE OF ANY DISCONNECT C - WAL MTD HID FIXTURE STOPPER WT-2250 OR EQUAL B2 ETE TRANSFORMERS: TELE/DATA 1GANG CAST IRON FLOOR BOX GND GROUND SWITCH OR CIRCUIT BREAKER WHEN IN ITS HIGHEST POSITION �� ABC MOUNTED ABOVE COUNTER IG ISOLATED GROUND SHALL NOT BE MORE THAN 6'-7" ABOVE THE FLOOR OR WORKING r HIGHWAL CEILING MOUNTED PIR/ULTRASONIC MOTION SENSOR - CD CORD DROP SF SURFACE MOUNTED TRANSFORMER DESIGNATION 5-20R DUPLEX & TELE/DATA 2GANG CAST IRON FLOOR BOX LO-BAY H.I.D. FIXTURE HP HORSE POWER ;; WATT STOPPER DT-200 OR EQUAL CLG CEILING MOUNTED SW SWITCHED TRANSFORMER PLATFORM PER CEG �.� HVAC HEATING VENTILATING AIR CONDITIONING 15. RECEPTACLES LOCATED BACK TO BACK ON THE SAME NON-RATED "B" EM ON EMERGENCY CIRCUIT TL TWISTLOCK POWER SOURCE DESIGNATION n� 1 GANG WALL MID TELE/DATA OUTLET, RING & STRING HI-BAY H.I.D. FIXTURE MOTION SENSOR POWER PACK RELAY - WATT STOPPER B SERIES, BLANK NORMAL POWER WALL SHALL BE SEPARATED BY A MINIMUM OF 6". BOXES SHALL ® VOLTAGE AS APPROPRIATE FLR FLOOR MOUNTED WP WEATHERPROOF (BLANK) = wiA1 WIFl CEILING OUTLET IBD INSTALLED BY OTHERS NOT BE MOUNTED IN THE SAME WALL CAVITY. TDF INTERMEDIATE DISTRIBUTION FACILITY �, GFl GROUND FAULT INTERRUPTER XP EXPLOSION PROOF E = EMERGENCY POWER U = UNINTERRUPTIBLE POWER "1' GFP GROUND FAULT PROTECTED 1VI CAN OUTLET, WALL MOUNTED 16. RECEPTACLES LOCATED BACK TO BACK ON A FIRE RATED WALL �.1�; HI-BAYFLOOR DESIGNATION JB JUNCTION BOX SHALL BE SEPARATED BY A MINIMUM OF 24". BOXES SHALL NOT BE MOUNTED IN THE SAME WALL CAVITY. V TRACK FIXTURE HEAD BUILDING DESIGNATION (OMIT FOR SINGLE KAIC KILOAMPS INTERRUPTING CURRENT 17. MAINTAIN FIRE RATING OF AL FLOORS, CEILING, AND WALLS BUILDING) KCMIL THOUSANDS OF CIRCULAR MILS PENETRATED BY ANY ELECTRICAL WORK. PROVIDE U.L LISTED FIRE . -- LIGHT TRACK KV KILOVOLT RATED SEALS FOR AL RACEWAY PENETRATIONS THROUGH FIRE DISTRIBUTION EQUIPMENT KVA KILOVOLT AMPERE RATED WALLS, SLABS, AND CEILING. t� 18. AL NON-RESIDENTIAL ELECTRICAL EQUIPMENT SHALL BE FIELD ,+<4 EXIT LIGHT, SHADED SEGMENT INDICATES ILLUMINATED FACE SINGLE LINE DIAGRAM RACEWAY & WIRE MTG. HEIGHTS , , LCP LIGHTING CONTROL PANEL MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC W/ARROWS, L INDICATES LOW LEVEL y ! 4 ;' `P if x. i J p D t 1 ; FLASH HAZARDS, PER ART.110-16 OF THE CEC AND NFPA 70E. 1 2 HEAD EMERGENCY EGRESS FIXTURE WITH BATTERY PACK . ,•-� STUBS/WHIPS/CONNECTIONS AL MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICE U.O.N. J MC METAL CLAD CABLE THE SIGN SHALL READ "WARNING, POTENTIAL ARC FLASH HAZARDS. UNDERGROUND PULL SECTION __0 0- FIXED MOUNT CIRCUIT BREAKER (MOLDED CASE) I': 1 ( t M.C. MECHANICAL CONTRACTOR APPROPRIATE PPE AND TOOLS REQUIRED WHEN WORKING ON THIS -�---! I tr MCA MINIMUM CIRCUIT AMPACITY SHADING OF ANY FIXTURE INDICATES NiGHTLIGHT WITH CIRCUIT BREAKER RATING DESIGNATION �0 CONDUIT-STUB UP " E , EQUIPMENT." ~~ EMERGENCY BATTERY GENERATOR BACKUP i 150AF RECEPTACLES 18 AFF .,. . ;. ; MCB MAIN CIRCUIT BREAKER I METER & MAIN CB 100AT 121 AF = FRAME SIZE, AT = TRIP RATING, (2) = 2 POLE, 19. ALL JUNCTION AND PUL BOXES SHALL BE SIZED PER CEC. 2a � M x OTHERWISE 3 POLE DEVICE —� CONDUIT-STUB DOWN „ MCC MOTOR CONTROL CENTER 20. BRANCH CIRCUITS SHALL BE MINIMUM WIRE SIZE #12 LION. FOR 1 TELEPHONE/DATA OUTLETS 18 AFF MCM THOUSAND CIRCULAR MILS (KCMIL) HOMERUNS LONGER THAN 70 FEET (FOR 120V) AND X160 FEET p TYPICAL LIGHTING FIXTURE "D" INDICATES FIXTURE TYPE, 2 �" "" SUBSCRIPT: (X) —� END OF CONDUIT RUN " MDF MAIN DISTRIBUTION FACILITY INDICATES CIRCUIT, AND a INDICATES SWITCH CONTROL. DISTRIBUTION CIRCUIT BREAKER AUDIO-VIDEO OUTLET 18 AFF MLO MAIN LUG ONLY (FOR 277V), MINIMUM WIRE SIZE SHALL BE #10. PROVIDE � I NA = NON—AUTOMATIC, MOLDED CASE SWITCH --� END OF UNDERGROUND CONDUIT OR DUCT STUB: MARK MOCP MAXIMUM OVERCURRENT PROTECTION REQUIRED QUANTITY OF CONDUCTORS TO ACCOMMODATE CIRCUITING ST = WITH SHUNT TRIP THE EXACT LOCATION ON THE RECORD DRAWINGS. TELEPHONE OUTLETS, WALL MTD 44" AFF MPOE MAIN POINT OF ENTRY SHOWN. ; ose ! DISTRIBUTION SWITCHBOARD CL - CURRENT LIMITING (FUSELESS) "RUN CONTINUES" INDICATION SWITCHES 44" AFF MSB MAIN SWITCHBOARD 21. ALL WIRE TO BE THHN/THWN COPPER, STRANDED, U.O.N. CLF - CURRENT LIMITING WITH INTERNAL FUSES 2" 22. AL CABLES AND WIRING IN PLENUM RATED SPACES SHALL BE -""-I DISTRIBUTION PANEL, AMPACITY AS NOTED L — ADJUSTABLE LONG TIME PICKUP AND DELAY CONDUIT SLEEVE — 2" INDICATES CONDUIT SIZE EMERGENCY POWER—OFF PUSH BUTTON 44" AFF NEW INSTALLED IN RACEWAY OR SHALL BE BE PLENUM RATED. / ELECTRICAL INTERTIE BETWEEN MASTER/SLAVE LIGHT NF) NON—FUSED 23. PROVIDE EQUIPMENT GROUNDING CONDUCTOR SIZED PER CEC FOR Nii SURFACE LIGHTING PANEL 480/27N S — ADJUSTABLE SHORT TIME PICKUP AND DELAY FIXTURE. FIRE ALARM PULL STATIONS 48" AFF NIC NOT IN CONTRACT ALL BRANCH CIRCUITS. I — ADJUSTABLE INSTANTANEOUS PICKUP ry FIXTURE WHIP NL NIGHT LIGHT 24. GROUND AND BOND ALL EQUIPMENT RACEWAYS PANELBOARDS AND LIGHT FIXTURES OUTDOOR Ef� G - ADJUSTABLE GROUND FAULT PICKUP AND DELAY SURFACE POWER PANEL 208/120V MOTOR STARTERS, TO TOP OF ENCLOSURE 72» AFF NTS NOT TO SCALE SWITCHBOARDS, ETC., IN ACCORDANCE WITH CEC ARTICLE 250. JB W/ EQUIPMENT CONNECTION " 25. BONDING OF AL INTERIOR METAL PIPING SHALL xxnF BE IN ACCORDANCE FLUSH LIGHTING PANEL 480/277V NONE - THERMAL MAGNETIC U CIRCUIT BREAKER DISCONNECTS, TO TOP OF ENCLOSURE 72 AFF �ECTRICq� OCC OCCUPANCY WITH CEC ARTICLE 250-104 AS FOLLOWS: CABLE TRAY LADDER RACK, SUSPENDED FROM » AL INTERIOR METAL WATER PIPING SHALL BE BONDED, SINGLE HEAD STREET LIGHT xxnr PANELBOARDS, TO TOP OF ENCLOSURE 72 AFF ' OS OCCUPANCY SENSOR - r-ti T` FLUSH POWER PANEL 2O8/12OV 1 PANELBOARD, SIZE AS NOTED, MAIN LUGS ONLY UNLESS STRUCTURE ABOVE. USING ONE OR MORE GROUNDING ELECTRODES. THE MAIN BREAKER SHOWN. WIREWAY, SIZE AS NOTED CABINETS, TO TOP OF ENCLOSURE 72" AFF w P POLE BONDING JUMPING SHALL BE SIZED IN ACCORDANCE WITH t '0TWIN HEAD STREET LIGHT V � PC PHOTOCELL TABLE 250-66. T II SERVICE TRANSFORMER PAD, STYLE ILA ELECTRICAL CIRCUIT IDENTIFICATION "' _10 9i PDU POWER DISTRIBUTION UNIT - IA INTERIOR METAL PIPING THAT MAY BECOME ENERGIZED (i.e. GAS < _ SINGLE HEAD POST TOP SHOE BOX H.I.D. FIXTURE --I --� P-x HOMERUN TO DESIGNATED PANEL (P) W/ INDICATED C. 296728 PNL PANEL PIPING, ETC.SHAL BE BONDED, USING ONE OR MORE GROUNDING STEP DOWN TRANSFORMER, 480-120/208V, 30, 4W U.O.N. PWR POWER ELECTRODE). THE BONDING JUMPER SHALL 8E SIZED IN - MCC MOTOR CONTROL CENTER RATINGS AS NOTED. GROUND DRY TYPE TRANSFORMERS CIRCUITS (X) SHEET INDEX F ,, ,o_.,_- TWIN HEAD POST TOP SHOE BOX H.I.D. FIXTURE --" ' TO BUILDING STEEL X — 1,3,5 (3 SINGLE PHASE CIRCUITS) ! C,P ACCORDANCE WITH TABLE 250-122, USING THE RATING OF THE I - - ' FC7R P �....._..........__.s (R) REMOVE EXISTING CIRCUIT THAT MAY ENERGIZE THE PIPING. i VFD VARIABLE FREQUENCY DRIVE = 1/3/5 (THREE PHASE CIRCUIT) (RL) RELOCATE 26. ALL FLUORESCENT FIXTURES THAT UTILIZE DOUBLE—ENDED LAMPS _ H.I.D. SHOE BOX FIXTURE W/WALL BRACKET MOUNTING GEC = 1,3,5; 7/9 (COMBINATION OF (3) SINGLE PHASE F OF CAL�FW REV REVISION AND CONTAIN BALLASTS THAT CAN BE SERVICED IN PLACE; OR ;AT AUTOMATIC TRANSFER SWITCH —�I�I�I— BATTERY AND (1) 2 PHASE CIRCUIT) Eo.O ELECTRICAL COVER SYMBOLS AND LEGEND FLUORESCENT FIXTURES WITH BALLASTS THAT CAN BE SERVICED IN <;. EXTERIOR UPUGHT FIXTURE, GROUND OR BUILDING MTD AS F. HASH MARK IDENTIFICATION E3.1 ELECTRICAL POWER PLAN SAD SEE ARCHITECTURAL DRAWING PLACE AND ARE SUPPLIED FROM MULTI—WIRE BRANCH CIRCUITS, NOTED NEUTRAL LINK SD SMOKE DETECTOR (FA) SHALL HAVE A DISCONNECT EITHER INSIDE OR OUTSIDE THE 0 EXTERIOR WALL PACK FIXTURE YY$ RATING N SSU FUSTAT SWITCH, 1/2 HP 15A 120V, YY = FUSE SLD SEE LANDSCAPE DRAWINGS LUMINAIRE THAT MUST DISCONNECT ALL SUPPLY CONDUCTORS MR, RATING ISOLATED GROUND CONDUCTOR T SINGLE POLE, FRACTIONAL HORSE POWER, MOTOR RATED SWITCH Tess TRANSIENT VOLTAGE SURGE SUPPRESSOR (WHERE USED) Project Name: APPLE TA04 SMD SEE MECHANICAL DRAWING SIMULTANEOUSLY, INCLUDING THE GROUNDED CONDUCTOR, IN �^� i' D Je SPD SEE PLUMBING DRAWING ACCORDANCE WITH CEC. ELECTRICAL C V I V T RO L S (20A ?P TOGGLE SWITCH RATED UP TO ?HP AT ?20V) EQUIPMENT GROUND CONDUCTOR SPDT SINGLE POLE DOUBLE THROW G EQUIPMENT GROUND FAULT DETECTION WITH Project No.: AP14.07 TEST/MONITOR PANEL NEUTRAL CONDUCTOR SPST SINGLE POLE SINGLE THROW A;E;AFIE SAFETY DISCONNECT SWITCH (E) INDICATES NEMA ENCLOSURE �_PHASE CONDUCTOR AND/OR SSD SEE STRUCTURAL DRAWING TYPE EPO EMERGENCY POWER OFF SWITCH LEGS ST SHUNT TRIP EMERGENCY POWER OFF (EPO) - WALL MOUNTED, MUSHROOM HEAD, _., COMBINATION DISCONNECT/FVNR MAGNETIC MOTOR STARTERC., s SHUNT TRIP � ° ev Description Issue Date .�: _ . SWBD SWITCHBOARD PUSH/PUL OPERATOR WITH CONTACT ARRANGEMENT AS REQUIRED. .h ' (E) © TRAVELERS HASH MARKS DENOTES QUANTITY CuPER-TINS E E INDICATES NEMA ENCLOSURE TYPE (C) INDICATES COIL VOLTAGE SWITCH LEG OF #12 CONDUCTORS U.O.N. artmen'c DeP 2=208V 3=277V 4=480V L=24V) NO HASH MARKS DENOTES 6uild�n9 ° Plan Check Submittal 08.07.2014 TEL TELEPHONE 0 CEILING MOUNTED PULL—CORD SWITCH FOR SLIDING DOOR (1=120V, — — > — ; I SERVICE TRANSFORMER PAD MOUNTED TTB TELEPHONE TERMINAL BOARD W,...�s 3 POLE FVNR MAGNETIC MOTOR STARTER, (E) INDICATES NEMA - �:; 2#12 & 1#12 G. MINIMUM. . TTC TELEPHONE TERMINAL CABINET - i --- AUG 2®1� TYP TYPICAL `°) WALL MOUNTED PUSHBUTTON SWITCH FOR SLIDING DOOR E ENCLOSURE TYPE, (S) INDICATES STARTER SIZE, (C) INDICATES _ _ iLOAD " EQUIPMENT LOAD # NEXT TO HASH MARKS ° UBC UNIFORM BUILDING CODE INDICATES HOLDCOIL VOLTAGE STYLE ,(E=ELECTRICALLHELD M=MECHANICALLY DENOTES WIRE SIZE REMEWED FOR CODE CpMPL1AI�CE UG UNDERGROUND GROUNDING MECHANICAL E UIPMENT HELD) N E CONDUIT/CABLE CONSTRUCTION TYPE IDENTIFIER y1e\Ned B'Y' UGPS UNDERGROUND PULSECTION ,L AUTOMATIC TRANSFER SWITCH (ATS) Re LION UNLESS OTHERWISE NOTED °H """""" P" MAGNETIC CONTACTOR, (E) INDICATES NEMA ENCLOSURE TYPE (C) PIS BPIS = BYPASS ISOLATION SWITCH FEEDER OR BRANCH CIRCUIT RUN CONCEALED IN WALL UPS UNINTERRUPTIBLE POWER SUPPLY E INDICATES COIL VOLTAGE (1=120V, 2=208V, 3=277V, 4=48OV, ATC AUTOMATIC TRANSFER CONTROL OR CEILING SPACE woe MASTER GROUND BUS ` Y"` MECHANICAL PACKAGED EQUIPMENT WITH INTEGRAL STARTER AND L=24V), (H) INDICATES HOLD STYLE (E=ELECTRICALLY HELD, xxx ° V VOLTS CONTROL PANEL M=MECHANICALLY HELD), (P) INDICATES NUMBER OF POLES (3 FEEDER CONDUIT WITH TAG NUMBER, REFER TO FEEDER --- FEEDER OR BRANCH CIRCUIT RUN EXPOSED ON WALL, VA VOLT AMPERE _soe__; SATELLITE GROUND BUS SCHEDULE FOR WIRE & CONDUIT SIZING CEILING, FLOOR, OR STRUCTURE VFD VARIABLE FREQUENCY DRIVE ® PACKAGE CONTROLLER, FURNISHED AND INSTALLED BY OTHERS, OR 4), (A) INDICATES CONTACT AMPACITY (3=30A, 6=60A, __ 3/4'x 10' GROUND ROD IN CHRISTY G8 GROUND WELL WIRED BY E.C. 10=100A, 20=200A, 22=225A, 40=400A) SINGLE LINE POWER BUS - FEEDER OR BRANCH CIRCUIT RUN UNDER SLAB OR UG ° W WATT BOX W/COVER / MOTOR, HORSE POWER AS INDICATED Z�� BUSWAY, AMPACITY AS NOTED FEEDER OR BRANCH CIRCUIT RUN ENCASED IN BUILDING SINGLE LINE NEUTRAL BUS WP WEATHERPROOF �N� —°-' SLAB WW WIREWAY VERTICAL BUSWAY, AMPACITY AS NOTED XFMR TRANSFORMER ` +1 ELECTRIC WATER HEATER -, -; STARLINE BUSWAY W/TAP BOX, AMPACITY AS NOTED —G� SINGLE LINE GROUND BUS -°-°-°- FEEDER OR BRANCH CIRCUIT RUN UNDERGROUND AND Title: ELECTRICAL COVER T ENCASED IN CONCRETE ENVELOPE -x x x - EXISTING CONDUIT/WIRING TO BE REMOVED SYMBOLS AND LEGEND VENTILATION FAN F_ WIREWAY, SIZE AS NOTED ------ EXISTING CONDUIT TO REMAIN E TELEPHONE TERMINAL CABINET, SIZE AS NOTED ® TEMPERATURE CONTROL PANEL TIB TELEPHONE/DATA TERMINAL BOARD 3/4-THICK X 8FT HIGH FIRE Scale: NONE ® FIRE PUMP CONTROLLER RETARDANT PLYWOOD, LENGTH TO SUIT LAYOUT. i Sheet: E 0 . 0 GENERAL NOTES: E 1STING ' "I'l "ERYPY111SE ALL ITEMS SHOWN LiGni AME EX31114 IV Mr-MMIN UNU-03 01H NOTED. 2. MULTIWIRE BRANCH CIRCUITS SUPPLYING POWER TO THE Architecture PARTITION SHALL BE PROVIDED WITH A MEANS TO DISCONNECT SIMULTANEOUSLY ALL UNGROUNDED CONDUCTORS AT THE PANELBOARD WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS Planning APPLICABLE TO FIXED—TYPE PARTITIONS PER NEC ARTICLE 605.6 AND TO FREESTANDING PARTITIONS PER NEC ARTICLE 605.7. Design SHEET NOTEZ050" : EXISTING POWER DROPS TO REMAIN. PROVIDE NEW DATA Whitney Polcyn Architects DROPS AT SAME LOCATION. 2185 The Alameda , Ste. 100 San Jose, CA 9S126 EXISTING POWER POLES TO 13E REMOVED. SAFE—OFF www . whitneypolcyn .com EXISTING CIRCUIT BREAKERS. ... ......... 2 3 4 6 7 8 9 W o r k s p a c e f a r ==4AREA OF WOR APPLE , INC. ---------- -------- G U TA04 10600 TANTAU AVE . CUPERTINO , CA 94014 TI STI V/ U/ Z Z I LW A =iPf�,(E) .................... ............... ...... .......... F 4 ............ 71- 0 Is _(E) .............. -E All IW7 L 78 T_C FUNCTIONAL J, CD (E) //Xx, TESTLAB 7A ........ ifv .... .... ... E .......... RIK E dD ILD,*006 /-WIREMO "AFF— ............... R ........... R v v v 4'/ .........../1�1111� OF, X:: 4 D 77 12 .......... 2/ F Ar. rp� P )F fr% 5 F ............ MERS v 7 VIP"/ C.......... ............ ............ 7w77� 'S'�! "n"L ,�'IM'2 4 Ff� /�'/L G F"� 1�� 01F�06/ ............... ............................................................. .............. Af Aff E S'J,7�CIF V Z� -v 'y ff f 0 -'OFF E FFICE A )F ,1/ viv ---------- 7— B 7Z 'cb )F�ATJ OUN X: RCE 406 —10 It.)#296728 'Z ....................................... ........... ................. J�11'�4a,L_ "/Z r r T OF CP ;i7/ A ........... .......... ..................... ......................... ..........�1 .......... ........................ .......................... A .................................... ............ ...... .................. ............. ................... .......... ..... ........ .......... ................ CUPT INO 'ER Project Name: APPLE TA04 Department BU�16119 Project No.: A P 14.IV,10 �EV�ED �OR CODE COMPLIANCE REV pwjlewed BY' Rev# Description Issuq pate, FLOOR PLAN POWER Plan Check Submittal 08.07.2014 SCALE: 1/8" V-0" ritle: ELECTRICAL POWER PLAN scale: AS NOTED Sheet: E3 . 1 WPA 7 7 7 g STATEMENT OF SPECIAL INSPECTION GENERAL NOTES AND TESTING A. DESIGN CODE; 2013 CALIFORNIA BUILDING CODE a 1. SEE TABLE BELOW FOR SPECIAL INSPECTION REQUIREMENTS, B. JURISDICTION; CITY OF CUPERTINO i j 2. WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTION NEED NOT BE CONTINUOUSLY PRESENT DURING THE WORK WHERE PERIODIC C. SEISMIC DESIGN CRITERIA: INSPECTION IS INDICATED. SITE CLASS; D i i I SDs = 1.412, SD1 = 0.75 0 0 a p = 2.5, R p = 2.0 SPECIAL INSPECTION & TESTING SCHEDULE DESIGN BASE SHEAR = 0,71W (LRFD) = 0.5W (ASD) AISC 360; SECTION N5.7, (2013 CBC) FUNCTIONAL ® REQUIRED VERIFICATION AND INSPECTION STEEL CONSTRUCTION D. DESIGN FLOOR LIVE LOAD 40 PSF I I i �\ VERIFICATION AND INSPECTION CONTINUOUS PERIODIC TEST LAB �� E. CONFORM TO THE INDUSTRY STANDARDS FOR MATERIALS. \ 1. INSPECTION OF STEEL FRAME JOINT DETAILS WORKMANSHIP, INSTALLATION AND PERFORMANCE FOR THE PRODUCTS 170 FOR COMPLIANCE WITH APPROVED X INCORPORATED INTO THE WORK. CONSTRUCTION DOCUMENTS: I I 1 STRUCTURAL STEEL F. PROVIDE ALL MATERIALS, TOOLS, ACCESSORIES AND LABOR NECESSARY FOR THE COMPLETION OF THE WORK. REFERENCED ITEM STANDARD REMARKS -- \ [E] CONC. G. DO NOT DAMAGE NEW OR EXISTING CONSTRUCTION ADJACENT TO THE SLAB-ON-GRADE I i FILLET WELDS INSPECTION AISC 360: SECTION N5.4 & WORK IN PROGRESS, AWS D1 .1 D1.8 H. COMPLY WITH ALL CONSTRUCTION AND SAFETY REGULATIONS. E I. MATERIALS: - -- - — - ( STEEL ANGLES AND OTHER ROLLED SHAPES ASTM A-36 STEEL PLATES & BARS ASTM A-36 i i WELDING: AWS D1 .1 ELECTRODES: E70XX OR AS DETERMINED 250 Hz ' BY WELDING PROCEDURE CHAMBER I LIGHT GAME STEEL: ASTM A635 CS TYPE B MACHINE BOLTS (M.B.) ASTM A307 H.S.B. ASTM A325X I I �" t EXPANSION BOLTS (E.B.) HILTI KWIK BOLT TZ >� (ICC ESR - 19 17) USE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE, USE AWS SPECIFICATIONS FOR WELDING I I I I J. HOLES MAY BE 1/16" LARGER THAN BOLT DIAMETER. CHAMBER SCHEDULE TYPE MAX. WT, ABBIREVIATIONS- If000 250Hz 8,500# 2A, 2B C.G. CENTER OF GRAVITY O.H. OPPOSITE HAND N CLR. CLEAR O.C. ON CENTER COL. COLUMN 0 CONC. CONCRETE PL PLATE CONN. CONNECTION PLCS. PLACES 1A + DWGS, DRAWINGS SIM, SIMILAR CHAMBER LOCATION PLAN AT GROUND LEVEL SCALE 1/4"=1 -0 S.O.G. SLAB—ON—GRADE EMBED. EMBEDMENT S.S. STAINLESS STEEL [E] EXISTING STIFF. STIFFENER E.B. EXPANSION BOLT E.D. EDGE DISTANCE THK. THICK THRU THROUGH IN, INCH/ES T.O.S. TOP OF STEEL LLH LONG LEG HORIZONTAL TYP. TYPICAL LLV LONG LEG VERTICAL VERT, VERTICAL Ibs. POUNDS V.I.F, VERIFY IN FIELD MAX. MAXIMUM U.O.N. UNLESS OTHERWISE NOTED MFR. MANUFACTURER MIN. MINIMUM WT. WEIGHT M.B. MACHINE BOLT W/ WITH N.I.S. NOT IN SCOPE 0 ,O v�T DRAWING INDEX G���r,. 1 .It S1 GENERAL NOTES AND PLAN L S2 STRUCTURAL PLANS AND ELEVATIONS �0N Ont Depar"I" i S3 STRUCTURAL DETAILS , }eF' x d' q� '- , CO COMP ��..; r' � vied 1:33, t� 'JO Re O C; ? ®®®� Rinne & pet e� ART 9 REVISIONS ECKELINDUSTRIES, INC. it ACOUSTIC DIVISION °2 a ® STRUCTURAL ENG VO. Np, DATE NATURE OF OF GIAN6E 155 Far►ail Stmt YQ�Is 02138 611 491-3421 Palo San Antonio Road,suite c2 APPLE 25ONZ ANEGNOI G 6HAW�ER Palo Alto,CA 94303 R� 650 428-2860 SrATC OF CP��ti 10/(00 N. TANTAU AVEN,E, 6 UMT`INO, GA T-5,014Z V FAX 650 428-2861 m Z PROPRIETARY &&NERAL NOTES AND PLAN This document contains proprietary information T cA� PRo�Cr LNG CT. NO. a Z3 and Is submitted subject to the express AS N� RPSE 25 5 � z condition that the information contained herein FILE NAME DATE PLOT DATE stir NO arx shall be used in no woY detrimental to the I Ce interest of ECKEL INDUSTRIES INC. 3H 8'-7" g'_g" 8'-8" lo FINAL CORNER 3F GRATING FLOOR ABOVE FLOOR ol 21—4" 4)-6f) 1 P_10)) 4// 2)-0" 4)-0" 2)-0" 4fl_ 2D CEILING PANELS WALL CONN. PANELS NOT SHOWN SEE TMP SEE DWGS, BY ECKEL ECKEL DRAWINGS r------- ------------------ -i ------ `-'— -11, --------------------- - LIJI I � I I I �„ �,� �3B 3 I I d I I I I I I TYP. WALL PANELS ' —WALL PANELS SEE DWGS. { { I ( I BY ECKEL SEE DWGS. i I I I I I BY ECKEL C6x8.2 CHANNEL RAIL 3B�;-:I TYP. 3B J I TYP I i i FLOOR PANELS NOT i a I I I I I I I I I I I 0CID SHOWN SEE 3A FOR 00 TYP,3D 3DCONN. 00 w 0 TYP. I I I I I i Q { { I I I o I IL-41i If i I I I I I I I I I I I i I I i I I I I I I I { { I I I I i I --------------------------- 9=1 L_ 4- - 3C PLAN ' 2C PLAN NOTE: REAR ELEVATION SIM, NOTE: RIGHT ELEVATION SIM. L+ TYP. PLAN NOTE: 3E3E ANCHORAGE OF CHAMBER TO BE DESIGNED BY OTHERS. "_ 1_ /1 1 211=11-011 2C✓ FRONT ELEVATION 2"=1'-0" .2D LEFT ELEVATION 1/2"=1'-0" �� CEILING PANELS 1 2 1 0 2 RAIL PLAN / / / 13170-S2A 13170-S28 13170-S2C 13170-S2D DSFERfIED ' ��titcling pent Ppat-�m •, ` ; Gt7MPLI'ANCB 1;eweo Bv. o ®®�, 4�$SiON,q��� - ECKELINDUSTRIES, INC. ■®■ Rinne & Pete NaRT REVISIONS ®® o y ' v��, ACOUSTIC DIVISION ® STRUCTURAL ENG 3 tt0. DATE NATURE of CHANCE 155 Fffc�Il Smit Can i1o� 02138 a 617 491-3221 � 1121 SnnAlt ,atonia Road,Seta C20 APPLE 250HZ ANEOH016 OHAM�ER W Pato Alto,CA 94303 � Q 650 429-2960 1+;�N� �� 10600 N. TANTAU AVENUE, cter_RrINO, GA 95fJ14 FAX 650 429-2861 ArcAti` STTRWTLFAL PLANS & ELEVATTIONS 6 Z PROPRIETARY to PLOTscAlE cAo PROJECT ata CT. No. This document contains proprietary Information 0.o a Y and is submitted subject to the express A5 NQT�EP R 'SE 25 5 C) 0: condition that the information contained herein FILE NAME DATE PLOT DATE stn NO °1 z shall be used in no waY detrimental to the � a � interest of ECKEL INDUSTRIES INC. 4„ lo 14 GA C JOIST CNSK FOR #12 FLAT HEAD CNSK FOR #12 FLAT HEAD #10 TEK SCREW @ 4 o.c. #10 TEK SCREW @ �� 4"o.c. ON INSIDE @ 12"o.c. MAX, TEK SCREWS @ Cox. TEK SCREWS @ 6"o.c. ON INSIDE 11 GA. INTERIOR (TOP FACE 1 " 1" —7 20 GA. SOLID @ INTERIOR #10 TEK SCREW 20 GA. SOLID @INTERIOR @ 6"o.c. FILL TYP � . � CEILING TRIM-/ 1�, 2�, 1„ 2» 1,. 1�, _ #10 TEK SCREW @ 6"o.c. 1 GA.--'-'-" A.- 16 GA, (TYP.) @EXTERIOR 16 GA. @ EXTERIOR #10 TEK CORNER BATTEN 14 GA EXTERIOR SCREW @ 6"o.c. 16 GA. WALL CAP (BOTTOM FACE) #10 TEK SCREW @ 4"o.c. #10 TEK SCREW @ 4"o.c. #10 TEK SCREW @ 4"o.c. TYPE "C" TYP E "A" TYPE "B" 16 GA. H BATTEN �� ON INSIDE FACE NOTE: 1 , ALL FLOOR PANELS TO HAVE COUNTERSINK HOLES 2. WALL/CEILING PANELS SIM. SEE 38 & DWGS. BY ECKEL 3. SEE DWGS. BY ECKEL FOR PANEL WIDTHS. 3 A TYPICAL FLOOR PANEL SECTION 3"=1'– " B TYPICAL CEILING & WALL PANELS 3"=1'-0" 3 WALL TO CEILING CONNECTION 3"=1'-0" a 3 C 3D CORNER CONNECTION DETAIL 13170—S3A 13170—S38 13170—S3C 13170—S3D 1 t „ 3„ z CORNER SPRINGS ARE 7,,0 P1 CLNC HOLES FOR " o.c. ON INSIDE SHIFTED TO ALLOW -- �-16 BOLTS � 4„ 10 TEK SCREW ROOM FOR BOLTS -- ------ @ 4 0 #10 TEK SCREWS @ 12"o.c. #10 TEK SCREW 1 \t 611 #10 TEK SCREW rl '_– ,@ 4"o.c. �\ j 12„ 3„ ,12 16 GA, INSIDE 20 GA. SOLID @ 6"o.c. – -------- FELT PADCORNER ANGLE N Q I Tu-jr I f 16 GA. I I LNC HOLES FOR FLOOR PANEL »Cs� j j »�?� C6x8.2 -16 (2) PLCS. f I , #12 TEK SCREW -------- ® 6"°,c. CORNER CONNECTION 16 GA. 16 GA. (TYP,) CORNER ANGLE CHANNEL RAIL 2"x6"xj" PLATE 3„ #10 TEK SCREW @ 4"o.c. SPRING (2) J-16 FULLY THREADED 6" 3 C6 TO PLATE HHMB 2" LONG WITH HEX NUTS, 1s LOCK WASHERS, FLAT WASHERS AND SHAPED SHIMS SECTION C — C FLOOR N FLOOR CHANNEL CONNECTION »= 3H FINAL CORNER CONNECTION 3"=1'-0" 3 00 CONNECTION 3 1 a 3 F 3 1 0 13170—S3E 13170—S3F 13170—S3H 4 ; ";M1 CUPERTINO Building Department a SEP 04 2014 REVIEVVE-D FOR CODE COM-PLIANCE Reviewe(l By: oZ ®®�� a��SART j REVISIONS ECKELINDUSTRIES,6z ®■N Rinne & Pet INC. ®■ 9��� ACOUSTIC DIVISION ® STRUCTURAL ENG 3 No. DAN [AT1lRE of GIANOE 153 ForaM Sheet MMS 02138 617 491-3x11 1121 San Antonio Road,suite C20 °' APPLE 250hZ ANEOH01 G O-1AMI�)ER td Palo Alto,CA 94303 650 428-2860 TRt; IDGOO��0� Q' IL N. rANTAU AVENI,�, GUPERT"INO, GA 95014 Z U PA650 d28-2861 S C of 6TRuOrURAL PErAiL6 Lm I PROPRIETARY ti This document contains proprietary information KW cr►° auto et cT. No. a and Is submitted subject to the express AS NUI ��SIw 255 z condition that the information contained herein FU a shall be used in no way detrimental to the E �� � n 53 Interest of ECKEL INDUSTRIES INC. "��'I3