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15040059 (3)I CITY OF CUPERTINO BUILDING PERMIT I BUILDING ADDRESS: 6 INFINITE LOOP I CONTRACTOR: NOVO CONSTRUCTION I PERMIT NO: 15040059 I OWNER'S NAME: APPLE COMPUTER INC 11460 O'BRIEN DR I DATE ISSUED: 06/16/2015 1 OWNER'S PHONE: 6507833025 ❑ LICENSED CONTRACTOR'S DECLARATION License Class ��,� Lic. # ( ?ZQ2 2 ��rr�� Contractor & ;va l+�tlSCYx� Date t* 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: 1. 1 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. 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 permit is issued. APPLICANT CERTIFICATION 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, 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 tIA Cupertino Municipal Code, Section 9.18. Signature Date /6 (S ❑ OWNER- BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: t. I, 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) 2. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: t. 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. 2 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 permit is issued. s 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 become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION 1 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, 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. Date MENLO PARK, CA 94025 PHONE NO: (650)701 -1500 JOB DESCRIPTION: RESIDENTIAL ❑ COMMERCIAL ❑ APPLE T.L4TH FLR, EAST WING- RECONFIGURE (E) LAB AREA (2,555 S.F.) DEFERRED #1: INSTALL 1 THERMAL CHAMBER AND INSTRON UNIT (SEISMIC ANCHORAGE)- ISSUED 10/15/15 DEFERRED # I Sq. Ft Floor Area: I Valuation: $500000 APN Number: 31602110.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by: Dater o RE- ROOFS: 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. Signature of Appli Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Sections 25505, 25533, and 25534. Owner or authorized age�d l?j Date: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional I CITY OF CUPERTINO BUILDING PERMIT I BUILDING ADDRESS: 6 INFINITE LOOP I CONTRACTOR: NOVO CONSTRUCTION I PERMIT NO: 15040059 1 OWNER'S NAME: APPLE COMPUTER INC 1 1460 O'BRIEN DR I DATE ISSUED: 06/16/2015 1 OWNER'S PHONE: 6507833025 1 MENLO PARK, CA 94025 1 PHONE NO: (650)701 -1500 LICENSED CONTRACTOR'S DECLARATION License Class Z3 Lic. # 9 71 Ul3 Contractor AJa [yAI1rG. rt + H Date 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. 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 permit is issued. APPLICANT CERTIFICATION 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, costs, and expenses which may accrue against said City in consequence of the G granting of this permit. Additionally, the applicant understands and will coropil --- with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Signature /� Date ❑ OWNER- BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: I, 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 construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three 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. 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 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 become subject to the Worker's Compensation provisions of the Labor Code, l must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION 1 certify that I have read this application and state that the above information is correct. l 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, 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. Signature Date JOB DESCRIPTION: RESIDENTIAL [:] COMMERCIAL 0 APPLE T.I. - 4TH FLR, EAST WING - RECONFIGURE (E) LAB AREA (2,555 S.F.) Sq. Ft Floor Area: I Valuation: $500000 APN Number: 31602110.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OFSUANCE OR 1$0 DAYS ST C ALLIEI D INSPECTION. RE- ROOFS: 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. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Sections 25505, 2 , and 25534. Owner or authorized agent: Date: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION 1 understand my plans shall be used as public records. Licensed I CITY OF CUPERTINO BUILDING PERMIT I BUILDING ADDRESS: 6 INFINITE LOOP I CONTRACTOR: NOVO CONSTRUCTION I PERMIT NO: 15040059 1 I OWNER'S NAME: APPLE COMPUTER INC 1 1460 O'BRIEN DR I DATE ISSUED: 06/16/2015 1 OWNER'S PHONE: 6507833025 ❑ LICENSED CONTRACTOR'S DECLARATION License Class 1?-;:7 Lic.# l ZZ� Contractor ✓0 / h fT / ✓ �[ NDate J 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 wi1l 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. 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 permit is issued. APPLICANT CERTIFICATION 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, 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. /f , . i i ❑ OWNER- BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 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 construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three 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. 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 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 become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION 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, 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. Signature Date MENLO PARK, CA 94025 PHONE NO: (650)701 -1500 JOB DESCRIPTION: RESIDENTIAL COMMERCIAL APPLE T.I. 4TH FLR, EAST WING- RECONFIGURE (E) LAB AREA (2,555 S.F.) REVISION #I: ACCESSIBILITY PLAN SHEETS AND REMOVE EQUIPMENT FROM SCOPE OF WORK. ISSUED 9- 2-15. REVISION #�..,�..,_, Sq. Ft Floor Area: I Valuation: $500000 APN Number: 31602110.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by: �f%' v ��i Date: RE- ROOFS: 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. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(x) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Sections 25505, 25533, and 25534. Owner or authorized agent: Date :j CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional CONSTRUCTION PERMIT APPLICATION VO COMMUNITY DEVELOPMENT DEPAR TMENT •BUILDING DIVISION a v 10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255 CUPERTINO (408) 777 -3228 • FAX (408) 777 -3333 • building acupertino.org ❑ NEW CONSTRUCTION ❑ ADDITION it] ALTERATION/ Ti ❑ REVISION /DEFERRED ORIGINAL PERMIT # PROJE AD RES Ca 12 77o 5 ` I # STORIES OWNERNA O�Cr h PHONE 7 - 0 0Z E -MAIL Pa har �cc,h u STREET ADDRESS CITY, STATE, ZIP FAX ! CONTACT NAME ,� . A I v r e-5 PHONE J —Z U— E -MAI F b re 11 /ULv� S o, OCC. STREET AD gE�S `'t O r. DE CITY, STATE, ZIP O' �� - q G FAX NEW FLOOR AREA ❑ OWNER ❑ OWNER- BUILDER ❑ OWNER AGENT ❑ CONTRACTOR KCONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT TOTAL NET AREA CONTRACTOR NAME LICENSE NJ4 ER v 2^ f •� LICENSE T E BUS. LIC k G/ _ COMPANY NAM �/ 0 VU C.0 S vL � 1 E-MAIL FAX STREET ADDRESS �� (n r 1 U r CITY, STATE, ZIP �� PHONE/5-D ' c i Ii izv EICHLER HOME' ❑ ARCHITECT/ENGINEER NAME LICENSE NUMBER r l BUS. LIC # OTHER COMPANY NAME E -MAIL FAX ordinances and state laws relating to building construction. I authorize representatives of Cupertino to enter the above - identified property for inspection purposes. STREET ADDRESS ,, ` 4lD �•- CITY, STATE, ZIP �,�, o St• Cy. Y 1 3 PHONE C `f b B 113 —52-3 REMODEL AREA DESCRIPTION OF WORK, n�1 L LL �. �. w, .�,ROLTTINdsL>P D rt¢44 �2 C, /tit c lzcw�A.1 I..ork ❑ ovER THE COtnvTER EXISTING USE PROPOSED USE CONSTR. TYPE I # STORIES # DWELLING UNITS: ! SECOND STORY ❑ YES USE TYPE OCC. SQ.FT. VALUATION ($) EXISTG AREA NEW FLOOR AREA DEMO AREA TOTAL NET AREA I _ r - 2. C� IS THE BLDG AN ❑YES TOTAL VALUATION: PLANNINGAPPL d []NO PLANNING APPROVAL LETTER EICHLER HOME' ❑ OD BATHROOM KITCHEN OTHER 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 construction. I authorize representatives of Cupertino to enter the above - identified property for inspection purposes. REMODEL AREA REMODEL AREA REMODEL AREA '' PLANCHECKTYPE' �. �. w, .�,ROLTTINdsL>P ❑ ovER THE COtnvTER $b�DINCPLANREViEw BldgApp_201 1. doc revised 06/21/11 -VM lu..,7 ❑ ATTACH # DWELLING UNITS: IS A SECOND UNIT ❑ YES SECOND STORY ❑ YES BEING ADDED' []NO ADDITION! NO _ -- - PRE - APPLICATION ❑ YES g YES, PROVIDE COPY OF IS THE BLDG AN ❑YES TOTAL VALUATION: PLANNINGAPPL d []NO PLANNING APPROVAL LETTER EICHLER HOME' ❑ C, L By my signature below, I certify to each of the following: I am the property owner or authorized agent o 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 construction. I authorize representatives of Cupertino to enter the above - identified property for inspection purposes. Signature of Applicant/Agent: Date: y V IS SUPPLEMENTAL INFORMATION REQUIRED '' PLANCHECKTYPE' �. �. w, .�,ROLTTINdsL>P ❑ ovER THE COtnvTER $b�DINCPLANREViEw _ New SFD or Multifamily dwellings: Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS: ❑ ,PAtvNHVC REVIEW ' Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ ,kNDXBU ❑ PvBLrcwoRKS _ 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 ❑ MAJOR ❑ sxrrARY SIU Cr submittal submittal of Building Permit application. �I� r , ❑ ENVIRONMENTAL HEALTH BldgApp_201 1. doc revised 06/21/11 -VM lu..,7 CUPERTINO CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (409) 777 -3229 - FAX (4051 777.3333 • building(�cupertino.orq ❑ NFW CO NSTRUCI RIN ❑ ADDI PION ❑ M. I`GRA PION . fl © REVISION DLI`LRRL"D ORIGINAI. i,rRMI f tI 15040059 PRO.IItCl ADDRL.SS 6 Infinite Loop APN Iv OWNIN NAME A pp le, Inc PIIONe 650 - 421 -1832 : n1AU. nchartechahar @apple.com ti1RLCr,vID1 «sS 1 Infinite Loop A1I "_ /1n> Cupertino, CA 94015 A.N CONIA('1 N.ANIF: Michael DiMonaco PHONI. F:- Malt. 650 - 399 -5449 mdimonaco @novoconstruction.com SIRFE- rADDRI�S,N 1460 O'Brien Dr CFr),S]Arl_ /1111 Menlo Park, CA 94025 FAX ❑ OWNER ❑ oWNLR- Bt1IIOFR ❑ OWNFRADENI ® CONTRA( IOR ❑ CON TRACTOR AGFN I ❑ AR('I1IIFCT ❑ FNGINITIZ ❑ DLvbLOPLR ❑ TrNANI CON IRACIOR NAND. Michael DiMonaco IACr.NSI NUNIBI:R 791022 I_IRTNSF. FYPB B Bt S 1 1( CONIP.ANV NAME Novo Construction [:-N[ \11 mdimonaco @novoconstruction.com I AN SIRlarrADDRI'SS 1460 O'Brien Dr. (Trs_STAI1; /1IP Menlo Park, CA 94025 PHONI 650- 399 -5449 ARCHrrEC I!ENGINCER N.V W Diva Winje LW1 NSI;, NI IMBIiR lit''s IR' d C'OMPANS NAME HGA Architects and Engineers 1. -MAII, dwin e @h a.Com 1 g I ,AA SI R141 ADDRESS 96 North 2nd Street CfrY_ SIAM_ z1P San Jose, CA 95113 11 ION 1 408- 213 -8214 DfscRIPTION Or IKORK Revision to add Accessibility sheets and remove equipment from permit. EXISTING IISF PROPOSED USF CONSTR T)TF N STORIFS USE TYPE OC C SQ.F'r VAI_UA FION (K) EVIST(i NEW Fl OOR DEMO O"rA). AREA AREA AREA TNFF ARL. %, BATHROOM KIT HUN OTHER RFMODELAREA REMODULARFA REMODF_L AREA PORCH AREA DECK AREA TOTAL DECK I PORCH AREA GARAGE AREA +l DW FI I )NG UNITS IS A SECOND L NI "1' '0 YES tiEC'OND STORY } -F- S BEING ADDED? ❑NO ADDITION? []NO PRF- APPLICATION ❑YES IF YES PROVIDE COI'Y OF IS THE BI "DG AN ❑ yF_s RECEIVED BY: TOTAL. VAI ATION: PLANNING APPI. H ❑NO PLANNING APPROVAL I ETIFR EICHLER HOME? ❑ NO By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on tile�prrooperty owner's behalf. I have read this application and (he 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 b�con ion. I authorize representatives of Cupertino to enter the above- identified property for inspection purposes. Signature of Applicant Agent _ _ Date 1— _2 2 I!> % J SUPPLEMENTAL 1NF0RMA - .QUIRFD PLAN CHECK TYPE ROUTINGSLIP OVER- THE - COUNTER >BUILDUYG PLAN REVIEW New SFD or Multifamily dwellings. Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS ❑ PLANNING PLAN REVIEW Commercial BIdgs: 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 "Plat ning Approval Letter or Meeting with planning prior to ❑ MAJOR ❑ SANITARY SEWER DISTRICT Submittal ofBuilding Permit application. ❑ ENVIRONMENTAL HEALTH Bk(il . 1/)/) 201 /, doc re ri.cec/ 06 21 / / CUPERTINO CONSTRUCTION PERMIT APPLICATION COMMONI Y DEVELOPMENT DFPARTMFN f - BUILDING DIVIO ERRED 10=330 I-rJRRE AVLNUE - CLJPE R 1=IN() CA 95014 -32 55 (408) 717 -3228 - FAX (408) 777 = 3333 - buildlnq(,—�Icucertlno org ❑ NEW CONSI'RLC NON ❑ ADDITION ❑ A1. FI {RA IION/ It Q REVISION / DFFFRRED ORIGINAL I'LRMI I # 15040059 PRO'IFCr UnoaFSS 6 Infinite Loo APN t) "'NI'R NA"' Apple, Inc PAIN\ 650- 421 -, "'' \ 1 ranchartechahar @apple.com SIRIA [ ADDRI,s 1 Infinite Loop CuA I_An. -ill' Cupertino, CA 94015 FA.v -7 CON -IACI NAnu PHONI 650-399-5449 I:- .ti1,MI Michael DiMonaco mdimonaco@ novoconstruction . com SIRLLI ,VDDRLSs 1460 O'Brien Dr tin = I,An ill' Menlo Park, CA 94025 t AA ❑ UWNGR ❑ owNEI(- BLILDPK ❑ Ow NL-R A(d.NI coNrRAcIoR ❑('ONrRA( IOR WfNI ❑ ,ARCII[h-Cl ❑ I.N(dNLLR ❑ IN A1IO1'I -R ❑ It -N \NI CONIRM'FOR N_AMI, Michael DiMonaco LICLNSI-- Nt'!10111Y 791022 1 I('ENSF I'iPF B lit is I I(' ( OMP \N1 NA'II' Novo Construction I,-\I \11 mdimonaco @novoconstruction.com I- \\ S Ri L I ADDRLSS 1460 O'Brien Dr CI Iv. s I V I I- im Menlo Park, CA 94025 11I IONI 650 - 399 -5449 ARCI- 111F('I EN(,INFF.R N -Anil- Diva Winje I- ICLNSF NIA11IR al's I I('h COAt1SANn N.ANIE HGA I. -n1AII dwinje @hga.com F -,v.x S I RFE I ADDRESS 96 North 2nd Street rrn. s r.0 E. i °' San Jose, CA 95113 N ION" 408.213.8214 DESCRII'IION OI WORK Seismic Anchorage p f � -°R��� �M�� � ��_,�,�� i t�l��• PNISr ING USE PR(1P(14EDUSF CONSrR TYPE 4SI'ORIFS I USh- fti "PF: Q('(' tiQ -FI VALUATION (S) EV;srG ARIi A NEW FI OOH A I)I - RI ARE \ "10 Ar, Nt'r ARL.1 -ARI BAIHROORf 1;17 HEN OTHER RF,, 101)EI ARLA Rr,MODI- -L ARI -A RENIODEI. AR1.4 PORCHAWFA DECK AREA IOIAI DECICPOR('HARFA 6AR.AGEARIA DEi4('H H I I:A( H k DWLLLING L'NIFS IS A SECOND (SNIT ❑ y(I s 11t('OND SLORV' - O` n'I -.S BEINGADDEU:' ❑N(1 ADDITION" []NO PRE-AITHRAI -ION ❑Y17s II AEti, PROA IDL('OPY OF INTHI: BLDG %N ❑Yrs REC IVE Y: IOI1L, VAIU ATION. [,I ANNING APPI- d ❑ NO PI ANN1N(, ;APPROA -,VL LF 11 ER EICHLER HO &IE? ❑ NO By Inv signaulrc below, I certiry to each orthe l'ollowing. I am the property owner or authorized Ng,Iiii to a t on the property owners behalf. I have read this application and the Information I have provided is correct- I Irme read the Description of Work and ven It Is accurate- I agree to comply with all applicable local ordinances and stare la"s relating to building cunslructio I horizc representatives of Cupertino to enter the above- identified property Ibr Inspection purposes Signature of Applicant /Agent- _ _ Date. ___/0 5 is SUPPLEMFN'l'AI, INFOlZMATION REQUIRFD PLAN CHECK TYPE ROUTING SLIP ❑ COUNTER ❑ BUILDING REVIEW New SH) or Vlulti taniil) dnAellings: Apply for demolition permit fo1' existing building(s). Demolition permit is required prior to issuance ol'building OYER -THE PLAN permit for nenv building. ❑ EXPRESS ❑ PLANNING PLAN REVIEW Commercial 131c1gs: ProA,ICIe a completed I- lazardous Materials Dlsclosuie ❑ STANDARD PUBLIC WORKS ll)rnl ii an% I lazardous Materials are hcing used as part O1'this proleCt. ❑ ❑ "r LARGE FIRE DEP Copy of Pladlllln Approval better or Meeting with Planning, prior to ❑ ❑ SANITARY SEWER DISTRICT Submittal ol' Building Permit application. MAJOR ❑ ENVIRONMENTAL HEALTH Rld" . i 011.doc revised 06 31 11 FM'_1 CITY OF CUPERTINO FEE ESTIMATOR - BUILDING DIVISION 1AADDRESS: 6 INFINITE LOOP DATE: 04/08/2015 REVIEWED BY: MELISSA PC FEE ID APN: 316 02 110 BP #: /50 �o *VALUATION: 1$500,000 %PERMIT TYPE: Building Permit PLAN CHECK TYPE: Tenant Improvement PRIMARY Commercial Building USE: IBTIPLNCK PENTAMATION 1B TI PERMIT TYPE: WORK - 4TH FLR EAST WING - RECONFIGLIRE E LAB AREA (2,555 S.F. �APPLET.l. SCOPE OCCUPANCY TYPE: TYPE OF CONSTR. FLR AREA s.f. PC FEES PC FEE ID BP FEES BP FEE ID B (Tenant Improvements) I -A,I -B 2,555 $3,479.59 IBTIPLNCK $3,438.06 IBTIINSP $0.00 PME Plan Check: $0.00 Permit Fee: $3,438.06 Suppl. Insp. Fee.0 Reg. 0 OT 0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 TOTALS: 2,555 $3,479.59 $3,438.06 MECH, H OURLY 0 Yes G No PLUMB, HOURLY 0 Yes 0 No ELEC, HOURLY 0 Yes Q No MISC ITEMS Plan Check Fee: $3,479.59 El El E3 0.0 hrs $0.00 NOTE. This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District. etc.). These fees are based on the nreliminary information available and are only an estimate Contact the Dent for addn 7 info. FEE ITEMS (Fee Resolution 11 -053 Eft..' 7/1/13) FEE QTY /FEE MISC ITEMS Plan Check Fee: $3,479.59 Select a Misc Bldg/Structure or Element of a Building Suppl. PC Fee: 0 Reg. OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $3,438.06 Suppl. Insp. Fee.0 Reg. 0 OT 0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 0 0 Work Without Permit? Yes 0 No $0.00 Advanced Planning Fee: $0.00 Select a Non - Residential Building or Structure 0 0 Strong Motion Fee: IBSEISMICO $140.00 Select an Administrative Item 1 BldgStds Commission Fee: IBCBSC $20.001 SUBTOTALS: $7,077,651 $0.001 TOTAL FEE: 1 $7,077.65 Revised: 04/01/2015 FM_7 CITY OF CUPERTINO FEE ESTIMATOR - BUILDING DIVISION NOTE: This estimate does not include fees due to other Departments (Le. Planning, Public Works, Fire, Sanitary Sewer District, School District etc)_ These fees are hased an the nreliminary information available and are only an estimate. Contact the Dent for addn 91 info. FEE ITEMS (Fee Resolution 11 -053 Eff 711/13) ADDRESS: 6 Infinite Loop DATE: 10/15/2015 REVIEWED BY: Phuong APN: BP #: *VALUATION: Iso *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Tenant Improvement PRIMARY Commercial Building USE: 0.0 PENTAMATION 1 GENCOM PERMIT TYPE: WORK Install 1 thermal chamber and instron unit seismic anchorage) SCOPE NOTE: This estimate does not include fees due to other Departments (Le. Planning, Public Works, Fire, Sanitary Sewer District, School District etc)_ These fees are hased an the nreliminary information available and are only an estimate. Contact the Dent for addn 91 info. FEE ITEMS (Fee Resolution 11 -053 Eff 711/13) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 1 # $286.00 Deferred Submittal IDEFSUB,u Suppl. PC Fee: Q Reg. () OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee-0 Reg. Q OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 0 Work Without Permit? © Yes E) No $0.00 Advanced Planning Fee: $0.00 Select a Non - Residential Building or Structure E) A Stronp, Motion Fee: $0.00 Select an Administrative Item Bldg Stds Commission Fee: $0.00 SUBTOTALS: $0.00 $286.00 TOTAL FEE: $286.00 Revised: 10101/2015 CITY OF CUPERTINO FEE ESTIMATOR - BUILDING DIVISION IlaADDRESS: 6 Infinite Loop DATE: 09/02/2015 REVIEWED BY: Sean APN: BP#: 15040059 *VALUATION: Iso *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Addition / Repair PRIMARY USE: Commercial Building Civil / Religious activities in BQ zone? Yes � No PENTAMATION 1 GENCO PERMIT TYPE: WORK Revision #1: Accessibility Ian sheets and remove equipment from scope of work. SCOPE NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School llictrint otr 1 Thaca fooc nra hncad nn tho nroliminarr infnrmatinn amilahlo and ara nwhi nn actimato rnatart tho Aant for addn'l info_ FEE ITEMS (Fee Resolution 11 -053 Cf. . 7/U 73Z FEE QTY /FEE F7 MISC ITEMS Plan Check Fee: $0.00 = # $286.00 Deferred Submittal IDEFSUBM Suppl, PC Fee: (j) Reg. Q OT 0.0 1 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee:(F) Reg. Q OT 0.0 1 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tax: IBCONSTAXC $0.00 i 7f;7i�iT�t?'fdPiV_' C>E Work Without Permit? Yes (E) No $0.00 Advanced Planning Fee. $0.00 Select a Non - Residential Buildin g or Structure I Strong _Motion Fee: $0.00 Select an Administrative Item Bldg Stds Commission Fee: $0.00 SUBTOTALS: $0.00 $286.00 TOTAL FEE: $286.00 Revised: 07/02/2015 I tMVUKAKT l.tKI Irll:AI It Ur UUUUVAIVGT 1-UKlln j COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION ALBERT SALVADOR, P.E . C.B.O . BUILDING OFFICIAL of) 10300 TORRE AVENUE - CUPERTINO. CA 95014 -3255 CUPERTIN0 I (408) 777 -3228 • FAX (408) 777 -3333 • ❑ud�;n�o curariin -:� erry APN 0 2 - ( (0 BP #- 15040059 DATE: 9/2/15 PROJECT VALUATION: $ $500,000 SITE ADDRESS: 6 Infinite Loop, Cupertino, CA 94015 OWNER'S NAME: PHONE #: 650 -421 -1832 Apple, Inc FAX #: MAILING ADDRESS (if different from site address): 1 Infinite Loop, Cupertino, CA 94015 CONTRACTOR: Novo Construction PHONE #: 650- 399 -5449 APPROVED WITH CONDITIONS' FAX #: CONTACT: Michael DiMonaco PHONE #: 650 - 399 -5449 FAX #: TEMPORARY CERTIFICATE OF OCCUPANCY INFORMATION BOND TYPE: ❑ SURETY BOND AMOUNT (1% VALUATION $ 5,000 (BLDBONDS] CODE ® CHECK ❑ CASH BOND OF BOND: 5K min -10K max EDITION: TCO EXPIRATION (� 3 { [ � l FEE: $286.00 /mo TOTAL FEE: $ s� CJ [1TEMPOCC] DATE (6 MONTHS MAX): Signature: .......................... ............................... Date :...................... USE TYPE OF CONSTR FLOOR AREA OCC LOAD LEVEL COMMENT Lab VB 2555 ❑APPROVED ❑ APPROVED WITH CONDITIONS" Signature: .......................... ............................... Date :...................... Other: ❑APPROVED APPROVED WITH CONDITIONS' Signature: ......................................................... Date:...................... OTHER DEPARTMENT / AGENCY APPROVALS: annmg Signature: ............ ......... ...................... ..... ..... Date:........................ ❑ APPROVED 11 APPROVED WITH CONDITIONS' Fire //��AA� Stature �Z^!.....1. "` !. �� .............. ..... �a e:.....t.... �n.- -I�� ..� D APPROVED [I APPROVED WITH CONDITIONS' Public WorKs ❑APPROVED ❑ APPROVED WITH CONDITIONS" Signature: .......................... ............................... Date :...................... Other: ❑APPROVED APPROVED WITH CONDITIONS' Signature: ......................................................... Date:...................... CONDITIONS OF COMPLETION - Attach a letter signed by the contractor and owner of the property stating the list of items required to be completed for each individual Department before final occupancy can be granted. Include approximate completion dates for each item. The undersigned covenant and agree as a condition to the approval of the above request for temporary occupancy to have the building or buildings complete and in compliance with all building codes, ordinances and regulations and ready for inspection prior to the expiration date specified. If this Temporary Certificate of Occupancy expires, the total amount of the bond may be forfeited and the non - compliance mav result in an enforcement action. Owner 2 t Contractor Signatu .. .. ...............AV;EpQL..,p F4_ ...... Date:..... .. 1.. r..... Signature: ......... ...... Date: ... 7 .a, .] .... This temporary c approved for the es that all fire protection and life safety systems have been completed, inspected, successfully tested and gar of the di specified above to provide a reasonable degree of safety to the occupants from fire and .......... .. ... ........ ... ...................Print :.. r1.4.............- ............. ...... Date :.. F. .. J: After 66termination, copies to: 1) applicant, 2) permit file Temp0ccForm_2013.d6c revised 717114 13 CUPERTINO HAZARDOUS MATERIALS CHECKLIST COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION ALBERT SALVADOR, P.E., C.B.O., BUILDING CIAL 10300 TORRE AVENUE • CUPERTINO, CA 95 4- (408) 777 -3228 • FAX (408) 777 -3333 • building pp lr PURPOSE it To minimize possible delays that would result for the Fire Department plan review, please co 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 BELOW. YES NO 1. Use, dispensing, mixing or storage of flammable or combustible liquids or gases, hazardous materials, etc. X 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 regulated hazardous materials. X 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 10. Commercial pool systems. X 11. Chemical Storage areas. X ft 12. Flammable liquid storage. 13. Compressed Gases. X 14. Dry cleaners. X 15. Print Shops. X 16. Auto Repair and Auto Body Shops. X 17. Research and Development. y `� X For any additional information regarding this checklist, please contact HazardWy MateaR4 cialis , anta Clara County Fire Department, at (408) 378 -4010. HasMar 2011.doc revised 03/07/11 i , ;�. f I/ -;r- /S-? L/-°0 S-q K CO engineered systems 1133 Aladdin Avenue San Leandro, CA 94577 Tel: (510) 346 -4300 Fax: (510) 347 -1331 Contractors Lic #120696 TEST AND BALANCE ANALYSIS REPORT Job Name: Apple IL6.4 Toys R Us Lab 6 Infinite Loop Cupertino, CA ACCO Job #: 621057 Contractor: Novo Construction Engineer: acco engineered systems AIR DISTRIBUTION SYSTEM HAS BEEN COMPLETELY BALANCED AS PER REQUIREMENTS OF SPECIFICATIONS AND RESULTS OF TESTS HEREIN LISTED_ Date: August 17, 2015 Technician: Andy Bruns Approved By: Amber Ryman Aengineered systems Air Balance Symbols CFM Cubic Feet Per Minute FPM Feet Per Minute Ak Free Area Factors CSD Ceiling Supply Diffuser CSG Ceiling Supply Grille CRR Ceiling Return Register EAG Exhaust Air Grille SWG Sidewall Grille EAG Exhaust Air Grille LT Light Troffer LSD Linear Slot Diffuser VAV Variable Air Volume Box AHU -1 Air Handling Unit #1 EF -1 Exhaust Fan #1 SF -1 Supply Fan #1 T -stat Thermostat D.A. Direct Acting R.A. Reverse Acting DDC Direct Digital Control N.I. Not Installed N/L Not Listed N/A Not Accessable DNA Data Not Available FLA Full Load AMPS V Volts A Amperage PH Phase HP Horsepower BHP Brake Horsepower RPM Revolutions Per Minute SP Static Pressure TSP Total Static Pressure TES Total External Static Pressure VP Velocity Pressure OSA Outside Air RA Return Air MAT Mixed Air Temperature EAT Entering Air Temperature LAT Leaving Air Temperature AT Differential Temperature AP Differential Pressure W.C. Inches of Water Column Gengineered systems PROJECT Apple IL6.4 Toys R Us Lab JOB # 621057 ADDRESS 6 Infinite Loop TEST APPARATUS Magnehelic CITY Cupertino INSTRUMENT RANGE 0.00-10.00 DATE 17-Aug-15 DUCT DETECTOR DIFFERENTIAL PRESSURE IDENTIFIER LOCATION MANUFACTURER'S TUBE APS ACTUAL NUM. ADDRESS FLOOR COLUMN LINES SERVICE MINIMUM MAXIMUM DIFFERENTIAL HP-7 N6L2D142 4 0.01"WC 1.1 1"WC 0.1 1"WC 7 L6-20 4 0.01" WC 1.11" WC 0.28" WC HP-9, N6L2D140 4 = 0.01" WC 1.11" WC 0.18" WC Andy Bruns Test Performed By Date Company Position Witnessed By Company Installing Contractor Inspector G I engineered systems 1133 Aladdin Avenue San Leandro, CA 94577 -4311 (510) 346 -4300 • (510) 347 -1331 • License # 120696 AIR OUTLET TEST REPORT DATE: 08/17/15 PAGE: 2 PRo]ECT Apple IL6.4 Toys R Us Lab SYSTEM No. House Air TEST APPARATUS Flow Hood AREA SERVED Lab N410 & N418 OUTLET MANUFACTURER DNA REMARKS: Cold deck box was high at minimum verified box closed 100% but still leaking by. Hot deck box is low on hot air but looks high because of cold deck not closing 100 %.This is for D.D. 4 -32 BALANCE TECH: Andy Bruns ©mom.■■■ .11 ea �� ��� ©mom i■■i -11 as ■■�'��� ©mom ■■ �aa �■��®mom REMARKS: Cold deck box was high at minimum verified box closed 100% but still leaking by. Hot deck box is low on hot air but looks high because of cold deck not closing 100 %.This is for D.D. 4 -32 BALANCE TECH: Andy Bruns (3),133 engineered systems Aladdin Avenue San Leandro, CA 94577 -4311 (510) 346 -4300 • (510) 347 -1331 • License # 120696 AIR OUTLET TEST REPORT DATE: 08/17/15 PAGE: 3 PROJECT Apple I1-64 Toys R Us Lab SYSTEM No. WSHP 8 & 9 TEST APPARATUS Flow Hood AREA SERVED Lab N410 & N416 OUTLET MANUFACTURER DNA SUBSYSTEM OUTLET D PRELIMINARY FINAL IDENTIFIER N0. TYPE SIZE Ak SUPPLY SUPPLY SUPPLY HP #8 1 CD 2414 500 506 2 CD 2414 500 542 3 CD 2414 500 486 4 CD 2414 500 510 Total - - - - 2000 0 2044 HP #9 1 CD 2414 400 440 2 CD 2414 400 438 3 CD 2414 400 430 4 CD 2414 400 430 Total - - - - 1600 0 1738 HP #9 OSA 1 RND 6" 65 90 Total - - - - 65 0 90 REMARKS: OSA or Fresh air intake for HP #9 both dampers are 100% closed. BALANCE TECH: Andy Bilvns engineered systems 1133 Aladdin Avenue San Leandro, CA 94577 -4311 (510) 346 -4300 • (510) 347 -1331 • License # 120696 AIR OUTLET TEST REPORT DATE: 08/17115 PAGE: 4 PROJECT Apple IL6.4 Toys R Us Lab SYSTEM NO. EF -2 TEST APPARATUS Flow HoodiVelgrid /R.V. AREA SERVED Lab N410 OUTLET MANUFACTURER DNA ♦ J SUB - SYSTEM OUTLET DESIGN (CFM) PRELIMINARY FINAL IDENTIFIER N0. TYPE I IZE Ak EXHAUST EXHAUST EXHAUST EF -2 1 Snorkel 4" 265 286 2 Snorkel 4" 265 282 3 CD 2414 745 790 4 CD 2406 100 92 5 IHoodl 24x8 1 140 136 Total - - - - 1515 0 1586 EF -2 /Snorkels Closed 1 Snorkel 4" 0 0 2 Snorkel 4" 0 0 3 CDI 2414 745 809 4 CD 2406 100 95 5 Hood 24x8 140 156 Total - - - - 985 0 1060 REMARKS: The second reading EF -2 11-lood is with the snorkels closed Vince asked me to read it both ways. BALANCE TECH: Andy Bruns I MI engineered systems PROTECT Apple IL6.4 Toys R Us L FAN SYSTEM EF -2 ADDRESS 6 Infinite Loop TRAVERSE LOCATION Fume Hood DUCT TRAVERSE READINGS JOB# 1 621057 DATE 8/24/2015 • a0000aoaammm TOTAL 204 1 READINGS AVERAGE AREA 2 102 1.33 sq. ft. 2 3 4 5 6 CORRECTION FACTOR Air Temperature ( F) 70 °F Altitude (ft) 24 Correction Factor 1.000 Density( lb/cu ft) 0.075 I CFM 140 I Average Velocity 105 Average Velocity 102 Measured CFM 136 + + + I + + + CORRECTION FACTOR Air Temperature ( F) 70 °F Altitude (ft) 24 Correction Factor 1.000 Density( lb/cu ft) 0.075 NOTES: TOTAL CFM 136 D E S 1 G N DUCT Inches Width 24 Height 8 AREA (sq. ft.) 1.33 I CFM 140 I Average Velocity 105 T E S T DUCT ( I.D.) Inches Width 24 Height 8 Correction AREA (sq. ft.) 1.33 Center Static NT Average Velocity 102 Measured CFM 136 TECHNICIAN Andy Bruns I I engineered systems JoB # 621057 PROJECT Apple I1-6.4 Toys R Us L FAN SYSTEM EF -2 DATE 8/24/2015 ADDRESS 6 Infinite Loop TRAVERSE LOCATION Fume Hood DUCT TRAVERSE READINGS TOTAL READINGS AVERAGE AREA TOTAL CFM 234 2 117 1.33 sq. ft. 156 1 2 3 4 5 6 00�0�0 Air Temperature ( F) 70 OF Altitude (ft) 24 Correction Factor 000000 Density( Ib /cu ft) 0275 CFM 140 I Average Velocity 000000 Average Velocity 117 Measured CFM 156 000000 X0000001 CORRECTION FACTOR Air Temperature ( F) 70 OF Altitude (ft) 24 Correction Factor 1.000 Density( Ib /cu ft) 0275 NOTES: TECHNICIAN AndyBruns D E S I G N DUCT Inches Width 24 Height 8 AREA (sq. ft.) 1.33 CFM 140 I Average Velocity 105 T E S T DUCT ( I.D.) Inches Width 24 Height 8 Correction AREA (sq. ft.) 1.33 Center Static NT Average Velocity 117 Measured CFM 156 DEFERRED STATEMENT OF SPECIAL INSPECTIONS, 2013 CBC COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION ALBERT SALVADOR, P.E., C.8,0., BUILDING OFFICIAL CUPERTI NO 10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255 (408) 777 -3228 • FAX (408) 777 -3333 • bulldina"oerlinn.nro SITE Aop 6 Infinite Loop — A N 71S040059 Owner..... Alai°,.... tnc ........................ ..................... ............................... Contrador ... 'Now construction Address ....... 1. iaf aiee LooJP .............................. ....,. Addrena....1160,. Abrien Drive Clty/5t.....Reztii►or CA �p 9501,.... Phona..!EI!!!?!A :�t.�! City /5t.. Mealo P ek,.... ........ 21p, .9.Qa.,...Phone..lRRtt4�. #flR.. Appliant...NA.tA AN 14AY....( FM) ................ ............................... Entlineed Architect ... )W Structural, Inc.................... .................... Address...1460 obri.n. Drive .......................... ............................... Address.17�`82i.?>!!? 6enito W9Y................... .........,...,................. Cityl9t... :1Q *nio „Parkr... .... zip ... IOU ........... City /St. MP.9 AW, Phone!08.398A823 PROJECT DESCRIPTION: Deferred submittal for seismic anchorage of lab equipment. 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 EnginsK Associaton of Northam Callfomia's (SEAONC) ma statement of Special Inspections, Also, included with this form is the following: WOW P% ❑ 'LIST OF SPECIAL INSPECTION AGENCIES (page 2). A fiat of testing agencies and athd a n t retained to conduct the tests and Inspections for this project [� - SCHEDULE OF SPECIAL INSPECTION" (page 3 – 8). The Schedule of ns s m es ft Special Inspections and tests required. Specal Inspectors will refer to the approv d sp oifcations 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, 1706,1706, 1707, and 1708. Interim reports will be submitted to the Building Official and the Registered Design Professional In Responsible Charge In accordance with CBC Section 1704.1.2. A Final Report of Special Inspections documenting required Special Inspectio and correction of any discrepancies noted In the Inspections shall be submitted prior to Issuance of a Certificate of Use and Section 1704.12). The Final Report Will document�� Required special inspections.RT��� • Correction of discrepancies noted in Inspections. Y 11011diplg t)o Y The Owner recognbes his or her obligation to ensure that the construction oompiies ' the AQ& J6dP ments aril lint Implement this program of special Inspections. In partial fulfillment of these j the Owner will re insctly pay for the Special Inspections as required In CBC Section 1704.1. b ✓ 0 vie This plan Rebaview and approve the qualifications onssoof the Special I Building nspectorsfflwhol ll perforiAi6llridtnectip . ��� PLfANr✓E • Monitor special Inspection activities on the job site to assure that the Speael Inspectors are qls._ ming their duties as called for In this Statement of Special Inspectlon. Review submitted Inspection reports. a Perform inspections as required by the local building code. I haves roar/ and arsaa M rsmMv With tha tamms and enndtttnns of this statament PrepMrd By Profed 1Z Engineer Q Architect R Profesional in Signature_ ........................ a.._ ........ ......................tic # ...,S4212................ 8f3p/18 Date:.'............ ! Authorization Signature... .. ............................ ............................... /U I� /jOwner's Dm; _............... Inspection Agency I Inspector Name: PC= rig 1Czk'_9 S I on atu re . ..... Lie.#. Buik8ng Official& Official designee: C S' store . .... Date:'... 1..... SpecialnspectionFonn_1012.doc revised 09176112 LIST OF SPECIAL INSPECTION AGENCIES APPAL OF SPECIAL INSPECTORS: Each apaoial Inspection agency, testing facility, and special Inspector shall be recognized by the EMIding Official prior to performing any dudes. Special Inspection agency's listed on this form must be p"proved and listed on Cupertino's approved Special Inspectors list. Special Inspector@ shag carry approved Identification when perinrm1% the functions of a special Inspector. Idantiflostfon cards shoo follow the criteria set by the Caofornis Council of Taft and Inspection Agencies, No personnel changes shall be made without first obtaining the approval of the Building OMtdat. Any unauthorized personnel changes may result In a "Stop Work Order' and possible parmH revocation. To be pro approved by ft City of Cupertino, refer to the SPECIAL INSPECTION CRITERIA handout. Please allow two weeks to complete the application process. The followina are the teadno and soecial insaeCtieon aoencies that will be retained to oonduct tests and Inspection on this oroled: EXPERTISE FIRM f INSPIFCTOR INFORMATION' 1. Special Inspection (except for gsotedw0csq .... .....,....0 . Finn....,. .., 1,111..... Addr..,... { ................i........ ,�y).,. City....... �r�"r..,� �...'!! tZr Stsh '''...t7 ......................... ...................,.,......... .., ...............Zip -,;f &U.— t: math.......................... ....................... ...... 2. Material TesfYq Firm ..... ......... ................... .,..........,.......... Addr.......... ............................,.. „....,..........,...,...... CRY-111- ....... ... ....,.,.................. .......,....................... State ...��r..............Zip ..................... Telepnone........ ............................... Fax............. ............................... EmaN.....,.................... ............................... 3, tieotofticatlInspections Firan .......... .. ........ ..................................... ............ Addr......,...>....>..... ..........,............. I...................... City............. ........... ................._...... ...... ... ......... ...................................... State ..........,............Zip I .... .....,........... Telephone....... ............................... Fox .................... .,..................... EmaN ............................. ,........... ... _ ......... . 4. Other. Firm ........................... ....................... ............ .....> .Addr....... ................. .............. city-.— ...... .... 111-1—.1-1-11 ... I ........... — state .......................Zip 1111.................. Telephone....... ............................... Fax....... ..................................... Email ................... »... ... .............................. 'AO agericles specified on this form must be pre - approved and listed on the City of CupwtftWs Approved Special Inspectors list. S1118MMIC REQUIREMENTS (Ssotion 1765.3.8) Description of selaniaforce- rsadelinp system and designated selsmic systems subject to special inspections as per Section 1705.3: SEISMIC ANCHORAGE OF LAB EQUIPMENT The e4ant of the sslsmiobrce•resisthV system Is defused M more datall In the construction doaxnerafe. Description of main wlnddoroe- reshsdra system and deshgnsMd wind resisting components subject to special inspections In a000Nance with Section 1765.43: The extent of the main winddoroe- resisting system and wind nssls*V components Is delined in more detail in the consbuction downeMs. SpniolnVecrionForm 2012.doc revised 091002 SCHEDULE OF SPECIAL INSPECTION ADDRESS C _ WrosllTf- 4oW I y 5VyC00 5T PROJECT DESCRIPTION: '>grf"gb _-vqA&AI7jrA(. )5C- 34E/sw /6 J4AJe4 - 4Av4-E' e7F lMdAk/iL C"IMMM Aaln 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 C p REFERENCED TANDARD IBC REFERENCE 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 X 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. Section M2.5 1704.3.3 ❑ 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 Sj�eciali�speclronForrr� 20 12.doc revised 09 06 12 VERIFICATION AND INSPECTION C p REFERENCED IBC _ INSPECTION OF WELDING 1. ❑ Welded studs when used for structural diaphragms. - -- STANDARD REFERENCE 4. Material verification of weld filler materials: ❑ Identification marking to conform to AWS specification - -- X 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 --- AWS D1.1 17043.1 11 Single -pass fillet welds > 5/16" X - -- ❑ 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 - -- 1704.3.2 ❑ Member locations. - -- X ❑ Application of joint details at each connection. - -- X VERIFICATION AND INSPECTION C p REFERENCED STANDARD IBC REFERENCE _ INSPECTION OF WELDING 1. ❑ Welded studs when used for structural diaphragms. - -- X - -- 1704.3 2. ❑ Welding of cold- formed steel framing members. - -- X 3. ❑ Welding of stairs and railing systems. - -- X Sj�eciul�ispeclionh��rnr 201 2.doc revised 09 06 - 12 VERIFICATION AND INSPECTION C P REFERENCED I IBC _ ,]__ STANDARD REFERENCE INSPECTION OF CONCRETE 1. ❑ Inspection of reinforcing steel, including prestressing - -- X ACI 318: 3.5, 71-7.7 1913.4 tendons and placement. 2. ❑ Inspection of reinforcing steel welding in accordance AWS D1.4 ACI 318: with Table 1704.3 Item 5b. 3.5.2 1 ❑ Inspection of bolts to be installed in concrete prior to and during placement of concrete where allowable X ACI 318: 8.1.3, 1911.5, 1912.1 loads have been increased or where strength design 21.2.8 is used. 4. Inspection of anchors installed in hardened concrete. - -- X ACI 318: 1912.1 5. ❑ Verifying use of required design mix. 1904,2.2,1913.2, - -- X ACI 318: 1913.3 6. ❑ At time fresh concrete is sampled to fabricate _ ASTM C 172 specimens for strength tests, perform slump and air X - -- ASTM C 31 1913.10 content tests and determine the temperature of the concrete. ACI 318: 5.6, 5.8 7. ❑ Inspection of concrete and shotcrete placement for X - -- ACI 318: 5.9, 5.10 1913.6, 1913.7, proper application techniques. 1913.8 8. ❑ Inspection for maintenance of specified curing - -- X ACI 318: 5.11 -5.13 1913.9 temperature and techniques. 9. Inspection of prestressed concrete: • Application of prestressing forces. X - -- ACI 318: 18.20 • Grouting of bonded prestressing tendons in the X - -- ACI 318: 18.18.4 seismic force - resisting system. 10. ❑ Erection of precast concrete members. - -- X ACI 318: Ch. 16 --- 11. ❑ Verification of in -situ concrete strength, prior to stressing of tendons in posttensioned concrete and - -- X ACI 318: 6.2 - -- prior to removal of shores and forms from beams and structural slabs. 12. ❑ Inspect formwork for shape, location, and dimensions - -- X ACI 318: 6.6.1 - -- of the concrete member being formed. 13. Bolts Installed in Existing Masonry or Concrete • Direct tension testing of existing anchors. - -- X See ICC ES Reports form special inspection requirements for proprietary • Direct tension testing of new bolts. - -- X Torque testing of new bolts. - -- X products ❑ Prequalification test for bolts and other types of X anchors. 14. ❑ Other: S'peciul��speclio�d brnr 2012A)c rc 0sed 09 06 12 Sj�ecialnsperlinnFornz 3012.doc rewsed 09 06 /1 REFERENCE FOR CRITERIA - VERIFICATION AND INSPECTION C P IBC TMS 402 /ACI TMS 402 /ACI SECTION 530 /ASCE 5 530 /ASCE 6 INSPECTION OF LEVEL 1 MASONRY 1. ❑ Compliance with required inspection provisions of the construction documents and the approved - -- X - -- - -- Art. 1.5 submittals shall be verified. 2. ❑ Verification of f',r, and f',Ac prior to construction - -- X - -- - -- Art. 1.413 except where specifically exempted by this code. 3. ❑ Verification of slump flow and VSI as delivered to X - -- - -- - -- Art. 1.5B.1.b.3 the site for self consolidating grout. 4. As masonry construction begins, the following shall be verified to ensure compliance: ❑ Proportions of site - prepared mortar. - -- X - -- - -- Art. 2.6A ❑ Construction of mortar joints. - -- X - -- - -- Art. 3.313 ❑ Location of reinforcement, connectors, - -- X - -- - -- Art. 3.4, 3.6A prestressing tendons, and anchorages. ❑ Prestressing technique. - -- X - -- - -- Art. 3.66 ❑ Grade and size of prestressing tendons and - -- X - -- - -- Art. 2.413, 2.4H anchorages. 5. During construction the inspection program shall verify: ❑ Size and location of structural elements. - -- X - -- - -- Art. 3.3F ❑ Type, size, and location of anchors, including Sec. 1.2.2(e), other details of anchorage of masonry to - -- X - -- 1 16 1 - -- structural members, frames or other construction. ❑ Specified size, grade, and type of reinforcement, anchor bolts, prestressing tendons and - -- X - -- Sec. 1.15 Art. 2.4, 3.4 anchorages. ❑ Welding of reinforcing bars. X - -- - -- --- El Preparation, construction and protection of masonry during cold weather (temperature below --- X Sec. 2104.3, - -- Art. 1.8C, 1.8D 40 degrees F) or hot weather (temperature above 2104.4 90 degrees F). ❑ Application and measurement of prestressing X - -- - -- - -- Art. 3.61B force. 6. Prior to grouting the following shall be verified to ensure compliance: ❑ Grout space is clean. - -- X - -- - -- Art. 3.2D • Placement of reinforcement and connectors and - -- X - -- Sec. 1.3 Art. 3.4 prestressing tendons and anchorages. • Proportions of site - prepared grout and - -- X - -- - -- Art. 2.613 prestressing grout for bonded tendons. ❑ Construction of mortar joints. - -- X - -- - -- Art. 3.313 7. Grout placement: ❑ Grout placement shall be verified ensure X - -- - -- - -- Art. 3.5 compliance. ❑ Observe grouting of prestressing bonded X - -- - -- - -- Art 3.6C tendons. Sj�ecialnsperlinnFornz 3012.doc rewsed 09 06 /1 S��ecininspc clinnh��rm 2012.doc revised 09 06 12 REFERENCE FOR CRITERIA VERIFICATION AND INSPECTION C P IBG T MS TMS 402 /ACI TMS 402 /ACI SECTION 530 /ASCE 5 530 /ASCE 6 8. ❑ Preparation of any required grout specimens, Sec. mortar specimens, and/or prisms shall be - -- X 2105.2.2, - -- Art. 1.4 observed. 2105.3 INSPECTION OF LEVEL 2 MASONRY 1. ❑ Compliance with required inspection provisions of the construction documents and the approved - -- X - -- - -- Art. 1.5 submittals. 2. ❑ Verification of f'R, and f'AAc prior to construction and for every 5,000 square feet during - -- X - -- - -- Art. 1.413 construction. 3. ❑ Verification of proportions of materials in premixed or preblended mortar and grout as - -- X - -- - -- Art. 1.513 delivered to the site. 4. ❑ Verification of slump flow and VSI as delivered to X - -- - -- - -- Art. 1.513.1.b.3 the site for self consolidating rout. 5. The following shall be verified to ensure compliance: • Proportions of site - prepared mortar, grout, and - -- X - -- - -- Art. 2.6A prestressing grout for bonded tendons. • Placement of masonry units and construction of - -- X - -- - -- Art. 3.313 mortar joints. • Placement of reinforcement, connectors and - -- X - -- Sec. 1.15 Art. 3.4, 3.6A prestressing tendons and anchorages. • Grout space prior to grouting. X - -- - -- - -- Art. 3.2D • Placement of grout. X - -- - -- - -- Art. 3.5 • Placement of prestressing grout. X - -- - -- - -- Art. 3.6C • Size and location of structural elements. - -- X - -- - -- Art. 3.3F • Type, size, and location of anchors, including other details of anchorage of masonry to X - -- - -- Sec.1.2.2(e) - -- structural members, frames and other construction. • Specified size, grade, and type of reinforcement, anchor bolts, prestressing tendons and - -- X - -- Sec. 1.15 Art. 2.4, 3.4 anchorages. • Welding of reinforcing bars. X - -- Sec. 2.1.9.7.2, - -- 33.3.4 (b) • Preparation, construction, and protection of masonry during cold weather (temperature below --- x Sec. 2104.3, - -- Art. 1.8C, 1.81D 40 degrees F) or hot weather (temperature above 2104.4 90 degrees F). • Application and measurement of prestressing X - -- - -- - -- Art. 3.613 force. 6. ❑ Preparation of any required grout specimens, Sec. mortar specimens, and/or prisms shall be X - -- 2105.2.2, - -- Art. 1.4 observed. I 1 2105.3 S��ecininspc clinnh��rm 2012.doc revised 09 06 12 VERIFICATION AND INSPECTION C P REFERENCED IBC STANDARD REFERENCE INSPECTION OF WOOD --- - - - - -- - -- — - -- 1. ❑ Inspect prefabricated wood structural elements and -- - -- - - - - -- - -- - - - -- assemblies in accordance with Section 1704.2. 1704.6 2. ❑ Inspect site built assemblies. - -- - -- 3. Inspect high -load diaphragms: ❑ Verify grade and thickness of sheathing. -- 11 Verify Verify nominal size of framing members at adjoining panel edges. ❑ Verify nail or staple diameter and length, - -- - -- - -- 1704.6.1 ❑ Verify number of fastener lines, - -- --- El Verify spacing between fasteners in each line and at edge margins. 4. ❑ Metal- plate- connected wood trusses spanning 60 feet or greater: Verify temporary installation restraint/bracing and the permanent individual truss - -- X - -- 1704.6.2 member bracing are installed in accordance with the approved truss submittal package. REQUIRED VERIFICATION AND INSPECTION OF SOIL 1. ❑ Verify materials below footings are adequate to achieve the desired bearing capacity. X 2. ❑ Verify excavations are extended to proper depth and X have reached proper material. 3. ❑ Perform classification and testing of compacted fill X materials. - -- Table 1704.7 4. ❑ Verify use of proper materials, densities and lift thicknesses during placement and compaction of X - -- compacted fill. 5. ❑ Prior to placement of compacted fill, observe subgrade X and verify that site has been prepared properly. REQUIRED VERIFICATION AND INSPECTION OF DEEP DRIVEN FOUNDATION ELEMENTS 1. ❑ Verify element materials, sizes and lengths comply X with the requirements. 2. ❑ Determine capacities of test elements and conduct X _ additional load tests, as required. 3. ❑ Observe driving operations and maintain complete X and accurate records for each element. 4. ❑ Verify locations of piles and their plumbness, confirm type and size of hammer, record number of blows per - -- Table 1704.8 foot of penetration, determine required penetrations to X - -- achieve design capacity, record tip and butt elevations and document any damage to foundation element. 5. ❑ For steel elements, perform additional inspections in accordance with Section 1704.3. 6. ❑ For concrete elements and concrete filled elements, perform additional inspections in accordance with - -- - -- Section 1704.4. Specic�lnspeclionl'orm 201 2.doc revised 09 06.'/2 VERIFICATION AND INSPECTION C P REFERENCED IBC STANDARD REFERENCE 7. ❑ For specialty piles, perform additional inspections as determined by the registered design professional in - -- - -- - -- Table 1704.8 responsible charge. REQUIRED VERIFICATION AND INSPECTION OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS 1 ❑ Observe drilling operations and maintain complete and X accurate records for each element. 2. ❑ Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable), and X - -- - -- Table 1704.9 adequate end- bearing strata capacity. Record concrete or grout volumes. 3. ❑ For concrete elements, perform additional inspections in accordance with Section 1704.4. HELICAL PILE FOUNDATIONS 1. ❑ Record installation equipment used, pile dimensions, X - -- - - -� 1704.10 tip elevations, final depth, final installation torque. SPRAYED FIRE - RESISTANT MATERIALS Physical and visual tests 1. Condition of substrates. ❑ Inspect surface for accordance with the approved fire - resistance design and the approved manufacturer's - -- - -- written instructions. ❑ Verify minimum ambient temperature before and after application. X -- 1704.12.1 ❑ Verify ventilation of area during and after application. - -- X 2. ❑ Measure average thickness per ASTM E605 and -- --- Section 1704.12.4. S 3. ❑ Verify density of material for conformance with the approved fire - resistant design and ASTM E605. (Ref. - -- - -- Section 1704.12.5) 4. ❑ Test cohesive /adhesive bond strength per Section 1704.12.6. - -- - -- 5. ❑ Condition of finished application. MISCELLANEOUS 1. Mastic and Intumescent Fire - Resistant Coating. - -- - -- - -- 1704.13 2. Exterior Insulation and Finish Systems (EIFS). Water - resistive barrier coating when installed over a sheathing - -- - -- - -- 1704.14 substrate. 3. Special Cases - -- - -- - -- 1704.15 4. Smoke Control System -- - -- - -- 1704.16 5. Seismic Resistance ❑ Suspended ceiling systems and their anchorage. - -- - -- - -- 1705.3 [4.3] ti��eciulna��eclioaFo�n� 2012.doe revised 09 06 12 VERIFICATION AND INSPECTION C p REFERENCED IBC STANDARD REFERENCE 6. Wind Resistance ❑ Roof cladding and roof framing connections. - -- - -- -- ❑ Wall connections to roof and floor diaphragms and framing. -- - -- -- ❑ Roof and floor diaphragm systems, including collectors, drag struts and boundary elements. ❑ Vertical wind - force- resisting systems, including braced frames, moment frames, and shear walls. ❑ Wind - force- resisting system connections to the foundation. ❑ Fabrication and installation of systems or components required to meet the impact resistance requirements - -- - -- - -- of Section 1609.1.2. SPECIAL INSPECTION FOR WIND REQUIREMENTS 1. Structural Wood ❑ Inspect field gluing operations of elements of the main X wind - force - resisting system. - -- 1706.2 ❑ Inspect nailing, bolting, anchoring, and other fastening of components within the main windforce- resisting X system, including wood shear walls, wood diaphragms, drag struts, braces and hold- downs. 2. Cold- Formed Steel Framing ❑ Welding of elements of the main wind - force - resisting X system. ❑ Inspection of screw attachments, bolting, anchoring, and other fastening of components within the main --- 1706.3 wind - force - resisting system including shear walls, - -- X braces, diaphragms, collectors (drag struts) and hold - downs. 3. Wind - resisting components • Roof cladding. - -- - -- 1706.4 liE • Wall cladding. - -- SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 1. ❑ Special inspection for welding in accordance with the X - -- 1707.2 quality assurance plan requirements of AISC 341. 2. Structural Wood ❑ Inspect field gluing operations of elements of the X seismic - force- resisting system. ❑ Inspect nailing, bolting, anchoring, and other fastening of components within the seismic - force - resisting 1707.3 system, including wood shear walls, wood - -- X diaphragms, drag struts, braces, shear panels and hold- downs. 3. Cold- Formed steel light -frame construction ❑ Welding of elements of the seismic - force - resisting X 1707.4 system. Shecialnshcclionh��rni 20 12sloe revised 09 061' ❑ Inspection of screw attachments, bolting, anchoring, and other fastening of components within the seismic- X force - resisting system including shear walls, braces, diaphragms, collectors (drag struts) and hold- downs. 4. Storage racks and access floors ❑ Anchorage of storage racks 8 feet or greater in height X 1707.5 and access floors. 5. Architectural components ❑ Inspect erection and fastening of exterior cladding weighing more than 5 psf and higher than 30 feet - -- X above grade or walking surface. ❑ Inspect erection and fastening of veneer weighing more than 5 psf.and higher than 30 feet above grade - -- X or walking surface. - -- 1707.6 ❑ Inspect erection and fastening of all exterior non- bearing walls higher than 30 feet above grade or - -- X walking surface. ❑ Inspect erection and fastening of all interior non- bearing walls weighing more than 15 psf and higher -- X than 30 feet above grade or walking surface. 6. Mechanical and Electrical Components ❑ Inspect anchorage of electrical equipment for emergency or stand -by power systems. X ❑ Inspect anchorage of non - emergency electrical X equipment. ❑ Inspect installation of piping systems and associated mechanical units carrying flammable, combustible, or - -- X - -- 1707.7 highly toxic contents. ❑ Inspect installation of HVAC ductwork that contains X hazardous materials. ❑ Inspect installation of vibration isolation systems where required by Section 1707.7. X 7. ❑ Verify that the equipment label and anchorage or mounting conforms to the certificate of compliance - -- 1707.8 when mechanical and electrical equipment must be seismically qualified. 8. ❑ Seismic isolation system: Inspection of isolation __- X - -- 1707.9 system per ASCE 7 — Section 17.2.4.8 9. ❑ Obtain mill certificates for reinforcing steel, verify compliance with approved construction documents, - -- - -- - -- 1708.2 and verify steel supplied corresponds to certificate. 10. ❑ Structural Steel: Invoke the QAP Quality Assurance 1708.3 requirements in AISC 341. __- - -- ___ 11. ❑ Obtain certificate that equipment has been seismically ___ ___ 1708.4 qualified. 12. ❑ Obtain system tests as required by ASCE 7 Section - -- - -- - -- 1708.5 17.8. Specialrzs/�eaio�z( arm 2012.doe revise(109 06 12