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11030035-D
i I COVER SHEET ; ; ; � 11030035-D ����� 20300 STEVENS CREEK BLVD � � � , � � � � ��� �. .�.. ..,.,� ..., _. ,._«, �. , r�_ ��`�� _ � , �������� �� .�,�� � a.. ... ... . . . .. . . „ ... ., .., ,h,., ��^ �tl Y a��. � � � � � , �; m` ,M1, � / � �;t� ,� `• k � Y � ; , ��; � , � � � ��,,�'4..�`L �� ,w � ° � _ �� 1( . �,�.� TA��} � P�R��� ��^� .���,�C� � � �� � '� ;: Lf'�1� ����a'u.�t�`�� i � � g���V 1 a .b.-. ��d l�.�-� ` " '— � , �����y�`����`����� ` ��.'�'� ����_ � a L1�� ���� I� �, � ����zti �e���`� , _. �,. ` _fi�' ,, ���� �� k"'�`����� /y� y g "f �t� 'q�/, �s.� .���� ��� � �����iz��,`�`�� � L�J./��SS -�°a"' ��6.G� � $ �N a-� �p�-, `°°.. .� .._�? w � A � . �i' , �..,�-71��.'a�4 '��,'Zt�'.31�•���. �' �'.. „- . \`�....��...t '�a.4'' '",`,.i�`7"s,��.'�y�. � ,:� AP�L,IC �-�- -�.� - �,� � O'��lel�lZ , � _t �����������; � . - , ������ �� �� ��� �-�� � �`�� ,� �� . ..„_ . � � .. � — ... �=.:.4 1 S�.�,kZ, ?--����'.`������� �. `-.... �,'S . 4�.n ',,� �b��� �v: �'��' � �� �`-�, �`,R . �`-k\� i 1x ,:.1 ~ z`�����y�t��� # � � �� � �`t ��, ti� ���� L 1 � � 4�k���.�, ' � ' � � �.. �'1 �} .` ,��`'�,`-�,7'�`� `�.,. rt��'1 .� llvf 4' �� S �~� � . `�, � � 4..4:. �. `+, ti �. , � 5� '�...: 1 � 1 � `� �y � �4\. � � � �. ��, � �IOfV• �S DATE: J� t I � � , , � '" �� �� � ° � � � __w.� � �. o��� � � ��; � ��� �� � � � ,, - ` �� �' � � � �` ��� ` '� �` ...... . �. , . �� AGENCY IN RETURN STi4TUS INIT !N RETURN ST,4TUS INBT IN RETURN STATUS �INIT z� � _. ��� � ,. ,. _ _ , � .�� � � .. .. .f. . 6�NG �.�� 1Ld��- T�'� / G _ � lr �v> A.t� .. �� �, , , 1 a 3 '��l`?�l( � �,� �r— � ��� , . . _, ._..�.. , � _ .... _ . . ...._ ., � , � 5�� �� ���,� � � � � , , , � � � �ti � . � ; PLANNING : ' _ , � �--��� � l�.c�t'�c � � ���1'( � _. �' �'l��✓�� �j ���c�< � � � ' � ... .. .. . �. � .. �.�� PU _ _ ... � � � �� t�_ �� ; - � ' BLIC � , � . • .. � ",,,�,�.,.i °��, . � � � � � WOR6CS � _ �� �--� � � � � , _ _ . �. ... , . � ] � � � � � �.��� ��C�/�� � � � . � FIRE - �~� � � ff°��1 � _ , . , _ ... _ . ..._ ,,....,._.. ..... _... .. _; a , ,: ��` { _...._ .......... h . __ ......_ .. .,..,.... 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' �/--g /r,�1r�- - `- _PLA1�I1vING _ _ _ _ � .. _. . � °� .�-° � �i�� � � � . � �� _ ....�._ _�. ;������ ' � �.���, - ---- . _..��. .� � ������ . m�e �. �n — .. v. -IPUBIrIC � �`�` �_a���. ,..�_„ ���_s . �� � 1 _ __ � ___ _ _ _ _ _ . _ -wo�xs � _ � �,�, , : . _..==.. -. . , � ���.� : �� W . � _ . o � _� _. � �� � ,. _ ._ _ _ _ , _ __ . _ __ _W.�� . _._ ..�.. � �..�.� . e �� �, = _ _ _ _..� . ..�. . �W�.�...�W _ .���. .���.� ,a... . . �,� - -�—�--c� � � _ _ s,�NIZ'A1tY -' _ _ � .�- ,�,�i-��,�'' 7� ��� ,.�� � - � , . .,.�.0 .,L�,W,�..,,���w,..�,� - �,,..e.��.m,uu�k,����. � _ - t5..,�{,r i�r/.� 0. —_ __" ��„��...,�e.�.�e .. . . . a . . .._,. _ ... .,..., T I ' _ � : H��iJ ' .... ......, . ... .. ...... . .... .,... ..,. . _. ... ... .... _.. ..,. _ �uur��u:uwwwu.wwa�uw..... - ` _.. ..—.�. — .�u: � u�......,:. ,.i� � ,. �i�,�ie s� �.d � . . .nw a..�.u� _ _ a...m�ue e. ,,.,,aes ...uu.,�,�. .k�.u,��. .... . � . . ,.�,,:,L.J � _ (, ������.yy � fi —. ... , ..... ,.,... ,., .. ... ...._..,.,. ..... ,..,. ..... ...., �,.. ..:� ,� ,;: , �._...`.u�,,.. ..,;,..,� ' '__...._._�........__. :_,._..... ...{ .....-:,..... ......�...a..��W5�1dwW� �..` �9n+•cewW.YYW'w..ul�i'�a��aiaJULLYJi�ulld,l"e:adWimwWUWesWw� 'a.'Jli'.��.u4, nYU. a.�a�u�eY�e.�:YJ..u1 iel.wuWl W�dYlwsuaw�..: r � �� �r n � . . ,.�} � u u! , � f � � �°��� �...G��i.� _ __ _ , -ASSESSOIt _ _ _ _ _ . __ . _. _ ; �- „��� - .._-_ ���.�.,���. „�,,,.�..�����.� CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 20300 STEVENS CREEK BLVD CONTRACTOR:DEVCON CONSTRUCTION P�RbIIT NO:11030035 INC OWNER'S NAME: LANE PARTNERS 690 GIBRALTAR DR DATE ISSUED:-04/28/20ll ..................................._.........................,..........................._.............._....................:.,..........................._ OWN�R'S PHO1V�: 6503830100 MILPITAS,CA 95035 PHONE NO:(408j942-8200 .,..,,.... .,,........ .......... ., ......... ........... ; ❑ LIC�NSED CONTRACTOR S D�CLARATION, gUILDING PERMIT INFO: BLDG� ELECT� PLUMB� !' , 4 License Class �� Lic.# ��� � lJ r°' � � � / MECH RESIDENTIAL COMMERCIAL Contractor��11�'n- ��-S�= Date �� y� I hereby affirm tltat I am licensed under the provisions of Chapter 9 JOB DESCRIPTION:LOBBY,1ST,2ND&3RD FLOOR: T.I CONSISTING OF (commencing with Section 7000)of Division 3 of the Business&Professions ��'�'PARTITIONS,CEILING,MILLWORK POWER/SIGNAL AND Code and that my license is in full force and effect. FINISHES,ALSO TO INCLUDE TWO NEW BLDG SHAFTS I hereby affirm under penalty of perjuiy 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 Warker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of 1he work for�vhich this Sq.Ft Tloor Area: Valuation:$7000000 permi�s ed APPLICANT CERTIFICATION APN Number:36901019.00 Occnpancy Type: �rti�y that I have read this application and state tliat the above information is correct I agree to comply with a11 ciry and county ordinances and state laws relating to building construction,and hereby auUiorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save pERMIT EXPIRES IF WORK IS NOT STARTED : indemnify and keep harmless the Ciry of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the WITHIN 180 DAYS OF PERMIT ISSUANCE OR granting of this permit. A�d itionally,the appli understands and will comply 180 DAYS FROM LAST CALLED INSPECTION. with all non-point so r�"regulations per Y e Cupe no Municipal Code,Section 9.18. � � �--� � �� �'7 / �`��/!f� Issued by: ``. /-n° `"�` —__..�,_. Date: � G:��:z.��_ � ` "��� Signatur ��`�'-- Date ( / � ,�," ' � ❑ OWN�R-BUILD�R DECLARATION R�-ROOFS: I hereby affirm that I am exempt from the Contractor's License Law for one of �1 roofs shall be inspected prior to any roofing material beng installed.If a roof is the following two reasons: installed�vithout first obtaining an inspection,I agree to remove all new materials for I,as o�vner of the property,or my employees with wages as their sole compensation, �nspection. will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) Signature of Applicant: Date: I,as owner of the property,am exclusively contracting with licensed contractors to ! construct the project(Sec.7044,Business&Professions Code). ALL ROOF COV�RINGS TO B�CLASS"A"OR B�TT�R I hereby aft"irm under penalty of perjury one of the following three ' declarations: HAZARDOUS MAT�RIALS DISCLOSUR� 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 I have read the hazardous materials reqnirements under Chapter 6.95 of the performance of the work for which this permit is issued. California Health&Safety Code,Sections 25505,25533,and 25534. I will maintain I have and will maintain Worker's Compensation Insurance,as provided for by compliance with the Cupertlno Municipal Code,Chapter 9.12 and the Health& Section 3700 of the Labor Code,for tlie performance of the work for which this Safety Code,Section 25532(a)should I store or handle hazardous material. Additionally,should I use equipment or devices which emit hazardous air permit is issued, contaminants as defined by the Bay Area Air Quality Ma��agement District I will I certify that in the performance of ihe work for which this permit is issued,I shall maintain compliance with the Cjupe ' o Municipal Code,Chapter 9.12 and the not employ any person in any manner so as to become subject to the Worker's Hexlth&Safety,Code,Sectio s 25505, 5533,and 25534. Compensation laws of California. If,after making this certificate of exemption,I become sub'ect to the Worker's Com ensation rovisions ofthe Labor Code,I must ��f� r or authorized agen . �/ forthwith comply with such provisions or this permit shall be deemed revoked. ����� ��� ��?`��2��l/ �� ����� �;� . CITY OF CUPERTINO BUILDING PERMIT � � TTr - t�;;�a�" _.� __._ BUILDING ADDRESS: 20300 STEVENS CREEK BLVD CONTRACTOR:DEVCON CONSTRUCTION P�RMIT NO: 11030035 INC OWN�R'S NANI�: LANE PARTNERS 690 GIBRALTAR DR DAT� ISSU�D:04/28/2011 ............................................................................................................._......_._..................... OWN�R'S PHON�: 6503830100 MILPITAS,CA 95035 PxON�NO:(4os)942-8200 ' _,.......,. ..... ... _ .... ......... ..,..... ❑ LIC�NS�D CONTRACTOR'S D�CLARATION �~ �� � BUILDING PERMIT INFO: BLDG ELECT PLUMB License Class l��� Lic.# G � , � � ��n; �� � � 1 � MECH RESIDENTIAL COMMERCIAL ' Contractor�,1//��SYI Date I hereby affirm that I am licensed under tl�e provisions of Cl�apter 9 JOB DESCRIPTION:LOBBY,1ST,2ND&3RD FLOOR: T.I CONSISTING OF (commencing with Sectimi 7000)of Divisio��3 of tUe Business&Professions �W PARTITIONS,CEILING,MILLWORK POWER/SIGNAL AND Code and that my license is in fidl force and effect. FINISHES,ALSO TO INCI.UDE TWO NEW BLDG SHAFTS � REVISION#1-(2)ROOF PENETRATIONS FOR HVAC-6/28/11 REV#1 ISS'D � I he►•eby affirm m�der penalty of perjury one of the following two declarations: I I have and will maintain a certificate of consent to self-insure far Worker's 4 Compensation,as provided for by Section 3700 of the Labor Code,far the performance of the work for which this permit is issued. [have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of ihe work for which this Sq.Ft Tloor Area: Valnation:$7000000 permit is issued. APPLICANT C�RTIFICATION APN Number:36901019.00 Occupancy Type: I certify that I have read this application uid 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 autl�orize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save pERMIT EXPIRES IF WORK IS NOT STARTED indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses�vhich may accrue against said City in consequence of the WITHIN 180 DAYS OF PERMIT ISSUANCE OR granting of this permit. Additionally,tlie applicant understands and will comply 180 DAYS FROM LAST CALLED INSPECTION. with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. ^` ��� ,� ��._a_� - � r�,s7� ,.., Si nature /i�-�(/I/'.,-f����`l / _(-�C1 _ I� Issued by: ,�-� � �. -- Date: ('� g � � r������Date U) o� 1 ❑ O�i�N�R-BUILD�R D�CLARATION RE-ROOFS: I hereby affirm that I am exempt from the Contractm's License Law for one of All roofs shall be inspected prior to any roofing material beng installed.If a roof is the following nvo reasons: installed without first obtaining an inspection,I agree to remove all new materials for I,as owner of the properiy,or nry employees with wages as their sole compensation, inspection. will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) Signature of Applicant: Date: I,as owner of the properry,am eYClusively contracting with licensed contractors to construct the project(Sec.7044,Business&Professions Code). ALL ROOF COV�RINGS TO B�CLASS"A"OR B�T"I'CR � I hereby aftrm under penalty of perjury one of the following three declarations: HAZARDOUS NIAT�RIALS DI5CLOSURE 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 I have read the hazardous materials requirements under Chapter 6.95 of the performance of the work for wl�ich this permit is issued. California Health&Safety Code,Sections 25505,25533,and 25534. I will maintain I have and will maintain Worker's Compensation Insurance,as provided for by compliance with the Cupertino Nlwiicipal Code,Chapter 9.12 and the Health& Section 3700 of the Labor Code,for the performance of the work for which this Safety Code,Section 25532(a)shoidd I store or han�le hazardous material. Additionally,should I use equipment or devices which emit hazardous air permit is issued, contaminants as defined by the Bay Area Air Quality Management District I will I certify that in the performance of the work for which tliis permit is issued,I shall maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the ' not employ any person in any manner so as to become subject to the Worker's Health&Safety Code,Sections 25505,25533,and 25534. ' Compensation la�vs of Califomia. If,after making this certificate of exemption,I become subject to the Worker's Compensation provisions of the Labor Code,I must O � o author'ze �a ent: � / forthwith comply�vith such provisions or this permit shall be deemed revoked. .%/���� . Date: �J'�� ~ / i� CONSTRUCTION L�NDING AGENCY APPLICANT C�RTIFICATION I certify that I have read this application and state that the above infomlation is I hereby affirm that there is a construction lending agency for the performance of�wrk's correct.I agree to comply with all city and counry ordinances and state laws relating for wl�ich this,permit is issued(Sec.3097,Civ C.) to building construction,and hereby authorize representatives of this city to enter Lender's Name upon the above mentioned properry for inspection purposes.(We)agree to save indemnify and keep harmless the Ciry of Cupertino against liabilities,judgments, Lender's Address costs,and eYpenses which may accrue against said Ciry in consequence of the granting of this permit.Additionally,the applicant understands and will comply ARCHIT�CT'S D�CLARATION with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. I understand my plans shall be used as public records. Signature Date Licensed Professional �ITY ttF . CITY OF CUPERTINO GENERAL BUILDING �uP�RT�N° PERMIT APPLICATION FORM � ' � c�� �� APN# � C� ' � � � . I Date: / / f r ( �3 � �� I BuildingAddress: Z,� 3CaC' ��`t��µ� �� 1��!!c�' '�;�—/- ����"� �-�%'���_ �.��� �n�� �<'c� �-J�� Mailing Address (if different from building address): J ` I I Are Hazardous Materials being used as part of this project? Yes ❑ No � HOA: (Exterior work only) Yes ❑ No ❑ If yes, provide letter from HOA If Residential, is house an Eichler? Yes ❑ No ❑ If yes,needs plannin�approval. IOwner's Name: �;��C�,�t�t�S At�`� �e.�v�V1��'� Phone#: f�v� �� ` � ���� ���'� p� � I Contractor: v�a� �, Phone: ��O�� �y`� " '���� ' Fax: �� !? �, �Z, � �. � Contractor License#: � � , G "7� Cupertino Business License#: IContact: Phone: �C•��G�a � Fax/e-mail: Residential ❑ Commercial � i 1 � �� � �k�,,�e��j� `T�,4mt�a�e,'� 1��N�VCV�w� �N � lo�V' � � " , � �a V' � C9 dv�l ��1 Job Description: C�F ��! �c�,�r�/�t'Ol�t.s � �.�1 �I�Iq.�� � 1 ���J� � � � � '�itii5►1�+,� � , l�e' i'�la.c�l� ��n H,� 101��� �Iti�� Y��..�,r+i� �r'�wo. �v�+�c� ���oa C.�.ilt�► � ����r� ��w�o ��,�' ���► w�,.i� . � 11 o z �c���. � l�ca v s I c.��.� c� �,� �I b� c�l� ,�,(���'�-�+� p�w�r� � . Building Permit Info: Bldg � Elect '�`� Plumb � Mech �''' Type of Construction (Usage Class): Occupancy Type: 1-A, 1-B � Ivl�v-a � Iv111 B,Iv-xT,v-B ❑ IValuation: � � ���� ��� Square Footage: 1 � �' ��� �F � 4 i Project Size: Counter❑ Express ❑ Standard �� Large ❑ Major ❑ Green Building: Please complete relevant portion of the Green Building/LEED Checklist& attach it to the application or if applicable,include in plan set&the sheet index. Points Achieved: For help, contact Build it Green at www.builditgreen.or� �� Revised 12/06/10 � - COfVSTRUCTI�N PERMIT APPLICATION COMMUNITY DEVEL.OPMENT DEPARTMENT• BUILDING DIVISION 10300 TORRE AVENUE�CUPERTINO, CA 95014-3255 �����,�,��� (408)777-3228 � FAX(408)777-3333•buildin4 aC�cupertino.orq ..� U3�Q 3� ; ❑NEW CONSTRUCTION ❑ ADDITION ❑ ALT'ERATION/TI �REVISION/DEFERRED ORIGINAL PERNIIT# /� PROJECT ADDRESS }���..y� `�" ��� � g w I APN# d v y� OWNERNAME ���' � �� PHONE ( E-MAII. STREET ADDRESS .�--X ""`°� �,y�� �� �� d'�.�.��I CTTY, STATE,ZIP �` /�¢ FAX - __� �.. � C,l f-.ia� .�@...l� � ��.° �"�L�, �rJ�f f I CONTACE NAME ������C' �� �.� � - . PHONE,p E� �a1 D� V!C�� E MAII. L.'� (�e ���Ct a� tt d�' . (f%� � � .�,�1'z.`� STREET ADDRESS I CTTY,STATE,ZIP FAX ❑ OWNIII ❑ OWNER-BUII.DER ❑ OWI�RAGENf ❑.CONTRACTOR ❑CONTRACfORAGEN'1' ❑ ARCHITECT ❑ENG@IELR ❑ D&VII.OPER ❑TENANf ,..._...... .. CONTRACTORNAME � � . p�� I LICENSENUMBER����/@� LICENSETYPE�� BUS.LIC# F (�/ COMPANYNAME � �,, E�MAIL�,� (�g/ (� `°"� '"" ;�—, F.�X °`� STREET ADDRESS F R� ,r��°��4 �� CTTY.STATE,ZIP ������r � Fp� '�,��`y�� PHONE��Q��, �� � ��� � 4.(� � � � 6 �X l �E! ARCHITECTlENGINEERNAME � LICENSE NUMBER BUS.LIC tk ����.� �°�i�� COMPANY NAME �{��� � !'q y-� E-bfe1II. FAX ' Ff �� , STREET ADDRESS CITY,STATE,ZIP � PHONE . DESCRIPTION OF WORK �„' `� � � I (>�1 �`'G��� �,��"7 0�' �--`� ;��`' ����� �_��'t.r i� i`�°��'.� � i EXISTLNGUSE I PROPOSED I75E I CONSIR.TYPE #STORIES .�:, ��. gFT�IC�TTS�€)4\L�" s _�:' oc� mYe� beseR�rrot� � sa� �n�v�r-�otv{s� EXISTG I NEW FLOOR DEtvtO TOTAL � _ _ �� � I AREA AREA AREA NETAREA BATHIt00M KITQ�EN OTHIIt ; : �. � T � .:t� : ,,�''`. � t E � REMODffi.AREA REMODII,AREA REMOD&L AREA - - ,—� � . "�^ � , PORCH AREA DECK AREA TOTAL DECK/PORQ-I AREA I GARAGE AREA:❑ DEfACH � � � `l ` � ; - ; ❑ A'ITACH _ _ ' s i BDWIIlA'GUN[lS: ISASECO[�DTJIV[T YES SECOIVDSTOAY YES ± i � ' � - �'. - �. BER:C.IDDED? �NO I ADDITIIXJ7 �NO = .� _ �.. � .:_ ��.� -� �. , . .. _._ ._ __ 3 „ L- � .,. ,_ ,._. _. ..� PRE-APPLICqTION ❑ YES 1FYES,PROVIDECOPYOF PLANNIIt'SNAi.�: BEpFiLYEtSBY �� �OTAL�'A1Ut�TION _ PLANNIN(7 APPL A �NO PLANMNd APPROVAL LEl'fER ( , - .E •:� , �;._ . . __ � By my signature below,I certify to each of the following: I am the property owner or authQrized"agen�to act on the propeRy owner's behalf. I have read this application and the informarion I have provided' rrect. I have read the Descripdon nf Work and v�gnfy it is accurate. I agree to comply with all applicable local ordinances and state laws relaring to buil ' consh-uction. I authorize represea _ PS_�f Gwperti�to entec the above-identifie�op�rty for inspecrion purposes. Signature of ApplicanUAgent: ��"--�`--^°`'—�°w LL �-" ,%'r° ��-�.-r_:---�"�.---�te: ��f"� ` , .- � SUPPLEMENTAL INFORMATION REQ�D '� < „: rr�irrca�cx�r� �,: �xoum�rre sr.� :`, _ New SFD or Multifanuly dwellings: Apply for demolition permit for ❑ au�'}�co�x ` 'vEI��ngrG�r�atr��r� � existing building(s). Demolition permit is required prior to issuance of building � _ �- £ . permit for new building. Q Ea��ss_ 0 �rtnr#rt��Er.n�lx�.vt�' i Commercial Bldgs: Provide a completed Hazardous Materials Disclosure �=��VDa�{ �' ❑�UB%�tc�t�bk� � i form if any Hazardous IYtaterials aze being used as part of this project. � ��c� _' };;� �Ds� _ ' Copy of Planning Approval Letter or Ivleeting with Planning prior to _ �: , submittal of Building Permit application, Q �sox : ��1 s�rrAgxs�v�Rnis'rzuc� � _ �- _.'C�ErFUixox�x=r��.���i� _�,� B1dgApp 2011.doc revised 03/16/I1 �uilding Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 _ _ Telephone: 408-777-3228 ��������� Fax: 408-777-3333 ���� ��� � ������� ��� ���� JoB aDD�ss: 1� � ` ���_.� �`�-�-�� ��� PE�IT# �``�`r`� ���� ��� I I ������ � � � I OWNER'S NAME: " ���:�._� ��'° PHONE# �'� ��� � ��� I I GENERAL CONTRACTOR: �W�k �as# � BUSINESS LICENSE# I ADDRESS: CITY/ZIPCODE: � �Our municipal code requires all businesses working in the city to have a City of Cupertino business license. � IVO BUILDING FII�AL 012 FINAL OCCUPANC�' INSPECTION(S) WILL BE SCHEDULEID UI�TIL THE GEI�ERAL CONTRACTOR AI�D ALL SUBCOlo1TRACTORS �IAVE OBTAIl`1ED A CITY OF CUPERTII�O BUSINESS I.ICENSE. � � f �` � I am not usin� any subcontractors: f . Signature Date � Please check applicable subcontractors and complete the following infoY�mation: � SUBCONTRACTOR �iJSINE�S IVAI!/IE BUSINESS I,ICEl\TSE # I Cabinets & Millworlc � Cement Finishing � ����� Electrical � ��� Excavation � Fencing � ' Flooring/Carpeting � Linoleum/Wood � Glass/ Glazing � Heating � Insulation � ' Landscaping � Lathing � , Masomy � Painting/Wallpaper � Paving � Plastering � ; Plumbing � Roofing � Septic Tank � � Sheet Metal � Sheet Rock � i T�le � � ��. ���� ���� �� - _ -� � �� �) � Owner/Contractor Signature Ifate A� >. H--y i � � ii ... , �... i - ' /,. . � i i '1, � � �ailding Depar��tt�ztt ___;���N,�,�.; , ` ` ` .�' CT',CY 4A CUP�RTIIdO . 10300 TOR12B AVENUB • Ct1P�Tt'FII�O,CA 95b14-3255 �V p��-�-��� T�LEPHONB;(408)777-3228 � FAX, (�k08)777-3333 SP�C�.AX.XN��'�CTZO�t.A.N'�3'T�S'z`ZN�AG12��T1�I�T Pro,jectN'am�i �V� Date: �/ uJ� � � Project Address: ���'��� ��1i`�=' ��"��ermit#; . �� U .3�� �� To pem�it e:ppliaanfs of projecta rec�uiri��g Specaal Ins�ection and/or Test�ng pex CBC Section 170q: BE�OR�A PERIuLXT CAN B�TS�C.I'ED;'The Ownex,QenexaI Cont�actor,�'roject AxchitectlBngineer and Special�peetor shall acknowledge the required special inspeet�o��,testing and conditions. VJhen determined by the Bqilding InspecEion�7ivisxoxa,a pr�constxaction conferenca with the parties Invnl�c�ed vc�ill ba held to xeview ttaa speclal inspectlon rcquireriments and pzocedures, . ' S�ecial inspeckior�and testing shall meet the minimum xequ�irements of��3C 1744, The�ollawing . eonditfons are also app�xcable: • 1, Contractor is respa�asible for notificakion to the Special Inspector ox Agency regarding individual inspectinns for times listed o��the attached Sche.d.ule and�noted oz�the City approved�Ians, Adeqiiete notice shall be pxo'vided so tha Special Xnspector�tas time to beco�me fam.iliar with the project and da a thoxough job for alI inspections. 2, �acl�Spec�al�,nspeetoz shall submit his q�ali�xcations to t�e City and is subject to a personal ' interview�'oz pxe�quali�ieation. Speeial Tnspectors shall display an approved.identifieatzon badge when perfoz�rning ths function o£a special.inspector or upon request,and muet ha�v�a'valid TCBO Certification for the type nf vsrork being inspected. 3, Duttes and Itesponsihilities a�the Special Inspeofox are: I A: Observe the wozk far confoxmanae with the CIT'Y AP�'RO�`LD{st�nped)design drawit�gs and speci#iaations and a�pticable workmanship prov�sians of the Cl3C. NOTE: Shop drawings rn�ay be used anly as an aid ta inspection, B. Bring non-conforming itams to tlae iz�nrzlediate attention o�the confractor and note in daily ' report(�t.e£Zter�n 4). TPany such item is not resolved in a timely zziat�nax,or is about to be incorporated.xn the wox�C,notify the Bui�ding Tnspection Division and the Pxojeat Engin.eer or Architsct ixnt�ediatel�by telephone at 408-777-3228,ar in persan, . � Reviecd 7/t 6/09 � Special Ins�aection and Testing Agreeix�ent = ' C. F�uriish reports oP tests ar�d ins�eotions directly#o the Building Ins�ectioz�Division�, Lngineer and Architect of xecord and others as designated. These xeports ars to include the :E'ollov►�ing: k Desc�be ix�spections and test mada vr�th applicab��locations • a �.ist all uott-caafomung items � � " Indicats how noz��conforrning itezns were xesolvecl or indicate unresolvecl iteras as applicable ° Itemize clianges anthorized by Arckutect,Engineer,and Buitding 7nspection Division,if not inaluded in no�n�eotaformance items b. Trisure that an adec�nate�zuxnber nfpre-guali�ied special inspeotio�n personnel are on tha job, based on the intenezty of acti�vitiea,quality of work per£ormed and the varlous operations oocurring, �. �ubmit a Fi1�AL LBT'�ER O�COMPLETIQ�1 to the�uilding Znspection D'zvlsiox�stating tk�at,to the best of his knawledge,�II items requiru�g specz�ins�ection and testing were ac,complished, approved and xeported in�confor,manc�with the epproved desiga dravvings, speci£cations, approved changa order and the ap�licable r�voxksnanship�rovisions of the CBC. Ztetz�s not in confbnnance,unreso�ved�tems or a�y�isGi�epanaies in inspection coveraga(i,e,xnissed 'unspee�zons,"periodid'inspeotions per�dz�ziaed when"continuous" iuspecfions wexe xe�uirec�,etc,)sha7l be specially ifemized�n this ze�ort. ' ��', FINAL L�TTER 4�'COMP��TXp�T aha11 be�sigued bq the S�icensed Registered Bngineor , aftheS�eeisl�nspectionAgancyofxecard, 4, Eack�Specia!Znspectoz shall complete aud sJgn th.e Snecial Tr►snecfion Record o�'each day's inspection and�rovide a daily handwritten xeport in a foaxnat acce�t�ble to the Building bnspection Divisian(to rema{n xt the job sit�vrith the contractor£ox raview by th�Buitdxn.g Deparhn:ent's 1ns�ecfor). Coz�te�t of the daily reports she}1 be per Xtenn 3 C above, ' S. Wox�C zequirtng a s�ecial inspeetion,and the performance o�a s�eci�l inspection,shall bs monitore�by tha Cxty's building inspeetor, City approval is required�A�ior ta plaoement o� concxete. General Coni�actor sha11 inoti�y q08-777-3228,24 k�ours in advanca for each day special inspections will be conducted. i �b. Special it��.s�ections aro to ba pexfor�med on a CONTINUOUS BASYS;-mea�an�thaf tha S�'�CIAT, 1NS�'�CTOR�S ON SITE IN TH�Q�NERAL AREA.AT.A.LL TIIvIES OBSERVIN(3 TI� 'VVORT�R�QU�tING S��CTAL TNSPL�`TZON, Periodie in�pections may be a�pra�ved b�the �uitding Ins,peetion Di�vision�and,if appro�+ed, s}zall be noted on the SpECIAT.INSPBCTION '' ,AN7�TESTING SCHEDULE. ' 7, Onl�the City a�proved Tesfx�ng Agency of record shall sam�le,txar�spo�t azad test materials, 8. Oniy the Gity approved Speciai�spectiou Ageney of record sha1�pxovide special inspectors. ' uxdepeud�nt ins�ecYors maq 1�e�re-appro�ed b�the Building Inspection X7ivisivn per Item 2 above. , � 2 Speczal Inspection and Testing A�reement 9. BE�ORB AN OCCCJPANCY P�StMTT CAN�E TSSUED; The S�ecial Tnspectar�r Agency sha11 , submit a FINAT.LETT�R O�COMP�,ETION',per item�E abo've,dlrectly to the Buildin� Tnspection t?ivision, 10. Co�y of S��C,TAL�S�'ECTrON AND T&ST1NG SCHEDU�,B,�PECIA�,INS��CTION AND , '��ST�NG AGRL��MLNT,Sl'�CXAL 1NSp�CTION R�CORD,�nd SPBCTA�.1N'SpECTTON AAS�,'Y'R�pORT,SHAZ,S,BB AT TkIE r08 SITE. • ACKNO'V�'X��bG�IV.�NTS Si�natuxe Co�nnanv \ , owner: �I-��.�J�.� �----� J , _ � "�`� General Contractor: (_ G.�--� �._..� ��— �, ./�',1�f �C�� .�' • - Special Srispeotor or Ag c � �t.-�' ,!� ���, � _ l ��-h �v�� � r�te ��.� .,, ' • � r , Project Lzi ' eer/Architect; � SW Structural, Inc. ' �uilding rnspection bivisxan;. � � �� �—�(��1°�t� , ,. � . ' 3 � � � �ua.lding DeparEment , . �, CM�f OP CUPBRTINO - 10300'�OTiTtE AVBNUS + CUl'�[2TIIJ�,CA 950143255 c U P�aT�rT o T����o�ns:(�108)777-3228 � I+AX: (�08)777�3333 • SP�CI,�4�.'INS�'�CTXON A1�U TESTING �'roject Add�resa �'roject Title To owner of pzojects requiring��ecxal�s�ection;or tesking per Chapter X7 of the 2007 California Building Code,ple�se acknowledge and returra to the City; , BL1�OR�3 A pT;RMI'�'CAN BE TSSY.TED::The Ownex,ox his zapresentati'va,on the advlee o£the responsible�'xoject�nginecx or.Axclutect,ahall com�lete,sign and subrn3t the attached fazm � "Structur�l'Z`ests and Tnspect�on Schedule"to the l3uilding Departxr�.ent.ft�x z�eview at�d ap�ro�al. 'z`lie awner arid lus general contractor,wher�applicable,sk�all also acknovt�ledge th.e following cc>nditians a�plicable fo Special Inypection an.d/ox tesfing, ' 1. Contractor is responsible for proper notifia�fion to th.e,�ispeetin�ax Tesfix�g agency for items liateci; 2, Only the testing laboratory shoald tske samples and fxa�isport theim;to their Iaboratozy, �. Copieg o£alI laboratory repo�ts and ins�ections axe to ba sent di�ectly to the Ctty by Ehe Tasfuzg • Agency. 4. Inspection egenc�to submit names and�quali�ZCati�z�s o�on-site speaia]inspectors to the Build%�g Depsrttnent�ox ap�xovaL �, Tlae Special Inspector is under the authority and is respons�ble to tkte J�uilding Officisl, A.II inspectio�n aoncerne and/or pzoblenns ancountexed are to he brou�t to his attentia�n imr�ediately. . 5. Speoi�l inspectrnrs nnay ba zequired, as�miiw�,um,to provide weekly re�o�ts to this de�artment of all i.�specHon acHrriry, � . . 7. Zt is tY�e responsibztity of the contraotor to xeview City approve�i plans for additiona!inspection or taeting requirements that may ba noterl, ,� . 8, B�FORE AN OCC�TI'ANCY k'�RM�`CAN BB�SSUED: 'The inspection agency shall submit � a stateiiient that atl items requiring testing and inspeciion have h��tr fulfi�l�f`and xe�arted, Those items not tested andlor inspectecl ahall be nated in this statement, Copy of staternent is to. ba mair�tained at the job site�`ox Czty's Buildi�g Znspector's revieuv prior to firtal iaspections, , �� •, �Cl[�T�WL�+pC�N.�NTS,�Y ALX��'A,I2.TTES CO�C��2N'ED �..��,,_� . . - ��-�--.- ; Owner' Signature $roject���r or Architect Si e� � .,��----�-� __ /'� _ Tastin�JJnspeation Agency SIgnature Contractar's Signature ,�� ' ��i� v� �,���d '� City plan Gheck engineer's Signature 4 Revised 7116109 ; � i I � ( , I . i i �,, . �uildix�gDeparhnenf crrY O�cuz���r0 C U p�R'�I hl d 10300'P�T2RB AVENLTS • cur�x�ro;CA 95014-3255 � 7'�tLE�'X-iONE;(�06)777-3228 � �AX: {408)777-9333 STRUCTUI2AL T�STS AND XNSP�CTXUNS SCHED'CJ�T�E �rior to issaance af a building�erntit,tk�e Owner,on the advica of the Architect or Lngineer, shal� complete,sign and subnnit this foinz to tbe building Official, ' ' � � ��-. <'�-.1 . �/�.� /�l pxo �r . _ . z-d�C�� �����1�s �I�er��C ���l-w.�, � �Pro'eotAd ress• ' I� r,, � � T�sti» �s ecti e c ,�.(i �`'��Vl�Yl,�� ��P o�n Ag n y Ownar's Name S2gnature&Titld������ � , 4v��ner hereby cerfi�ss that the Testing/lnspection Agency nsmed above�ss bean engaged•to pezform ' sixuctural teste.anci Xt�s�ectio�ns during construction,as ahsoked belovv,to satis:fyall`a�plzcable parti�ons o£ • the�uilding Code, Pxior to issuance of an occupancy permit,tha Inspeotlan Agency shall submit a � . .s#atem.ent that a11 iterns of designated work perfozmed were ze�iort�d..-Ariy items checked,but�not test or �inspecte,d;will�b�noted�and axplained. �., . � '. • • . Whcnevor any designated items on this list are xead�for s�mpling,testing ax inspecfion,it shall,be.the ' zespo�sibility of the Contractor ta give timeIy notice to the Inspeefion Agency so that the xequired sernices may be per�ormed, . REINFORCINCr STfiEL: STRUC'I`U�.Ar,S'�'EBT.; . ,�xensile&�ond,one sat prx heat per„�tons Semple&Tast(list speaiFio members below) ,�Inspection of plaoemant �Shap Mdenti�icatlon&Welding Inspeation ,�Inapectiozi ofVl'elding Shop Ultrasonlo Tns�ection , �Shop�tadfography �Sp�Y' ,,, C�Fietd'Vilald�ng Inspeatlon . _P�re1{zntuary Acoeptance Tests(Masoxiry Unites,WeU 1'risws) Pield Bolting Inspechon ' ' _Subsequent.'�'est(Mortar,Grout,Pield Wall Prisras) �Metal Deak Wetding Inspection . ,�Tnspection df(3rputittg y.4 _,7nepacNon o£placoment&Groufin$ ' " "" - ASl'HAL'I'IC CQNCRETB: INSULA.`I'iNC�CONCItLTE: `M�x)�eslgne 5amp18&Test �Iaspection of Batch 1'lent �Unit Waights Corell'est , "—" �Field It�spcclion � �,Suitebilfry'Tests �Specific Gmvity ' �Aaphalf Confent � ' Sie�ve Aualysis ' _�,___X�naetors ' Stabilometor VsIuc g � �S�vell � � i ; . � � • I Structt,u�al Tests and Ins�ection.s Schedule • �� CONC?2�x'E I $tTOTCRET� � GROUx f 1V,(ORx'AR I �'�SxB ANA�SP�CxYOI�S � � Aggregate Testa for Desi$ns � � � • � � Suitability of Aggregates ,. � � � � � Muc besigus � � � � � TestPanel � + � � � � Hatcl�Plapt InspCCtion • � � • � . � � Ccmcut�rab 5ampla ( � � � � Ynapectk']ace � � � � � Compression.�'�sfs Cnat Speaim�ens _ __ . f I I . I I f � ►r►��-u�s�pia� I+ I I � j sn�g���� � I � � � � Yield Check � � � � � Air Cheak , � � � � � � Dty Unit Weigbt f P�AST/�OST-'�NStONBD cpNcRE�: FIREPRpOPXNG: Itei.t�forcing Tests �XnapGCtiott of P(aaement ' �tnspeotinn of�teinforcuag Placement . Density�'ests �'Z'entlonTests ' ~Th3claaosa'x'ests ,�lnspeaHon of mondou k'Iacement �Tnspect�etohing . . -�Inspeotion of Conarete k�laoemeut � . _Inspection of Concrate�atobing ��,�,�p��g�,, ' Insp�otion ofkandl Attaebmenta&Tnserts Acceptauco Tbstg ' ,�. , � " _Inepectlou of Panet'T.nstallation � MnisturwDensity peter,muinsdoa � ' � ' Campression:Tests , �NioldAansity . _____Tnapection oPSireseing/Transfor — P1L�FG,CATSSbI�TS,CAPS,TTSSs �pp��p; Tnspectfon p��tainforcing Placement �Inspect{on of Nlacament �Inspection of Concrete placoment Sempla&Test ' ' , ,_____Xaspection of Conorota Batching —" UNDBRpINNtN'G; S�'RUCTURAT�1�Ja0D; . ,�Inspectioz�af Steel k�abrication Tns�ectioz�of Fabricstion Ins,pection ofkteinforcittg&�'oxms '�Iaspection of truse Joist FabricaHor� �Inspection of Concrete Placcmettt �Sample�C:Test Components �Inspeetion of Tieback� ,�,Xnspection of�lu�apu�abriaaHon ' • �Shear Dlaphragms -^� - 4tt� , AbJaITTONAL�TSTI�,UCTIONS OR OTHBR TESTS&ITISP�CTIONS ' DRILLED�fN CONCRETE ANCHORS: HILTI KB-Tz , 6 �1 � .,�x,�" �'�%.`�'zrr.�,,,+F f;X ;m-,�r�-�'�°�,3 � , . . � �_ . �',"`��.s':.����,r'�,a�'� ����s��; Mai�cli :?3, 20] I ('��mc:ron ('ag�. I I I�'ield I:n�ineer, LE'I;1� /1I' ! Uc�+cian ConsU�uclic>i� Inc. I 690 Gibr�lt��r Drie�, i\��Ipitas, C�1 95035 I � I i �'o Whom �t ll�iay Concern: � "),he pur����se ol�(his lettea• is lo coniirn7 tl�iat W1�� D;�`�C UWN1?R, (.,I,C, the o��vner oP20�300 ��nd 2f)330 Steve7�5 Creek 13i>ulc���ard in C'ul�er(ino, is ti�w<�r4 <�f Ap�ale, lne,'s ��'�nsh�uctio�� pro,ject aC thc h�iilclings. I��ei;l Pree fo �ive il�e a call if,you havc� ar�y qucstio��s, � Sinccrrly, ����� � �, � �� ���'`��,,, ', � �T � � r� �, �, : M��rk J. Murr����_.�,�, Vice ['resirieiat 1.�u1e Par(i�e�•s, I_,I,C � f +C{ ... �tt,:^1 A �{\ ���;" '1 �. `~�,� I ��`����� �v��,,.� (��1�4 ��1enlo /lvenuc • Suitc ?04 • Menlo P��rl<, C'alilix'nia � 9�10?S • 1�� G5U.S3S.011)Q � F (�4f?.fS35.09t)0 �._� �r.. \-� �) t� � 4° [�. � \�° \� hn�l� ��'���_�'��.��.�..������� � .��.�w.� ,3 17582 San Benito Way Monte Sereno, CA 95030 Phone: 408-399-0623 Facsimile: 408-395-0124 STRUCTURAL CALCULATIONS For Apple, Inc. . . City Center 1 — Interior Improvements 20300 Stevens Creek Blvd. Cupertino, CA >�/ �#4 �� ,� . Y�` . , ; e� r-E spo� , 4.� � � Wv "�`� r r�' �,, p,_tw�' '�� �4� `;�.�, . .. , � a�J 6, W �2 f�99 i CL:' �3 '�i � '�' PROJECT NO. 11-019 � s�q�� �a�' � ��� Maich 14, 2011 �'�rF p fi�i������- ��' � , JOB �I-a�� PAGE I �� ��� BY � DATE �� ��- • I� ��- �d�^�t.�►�c� � CN� o�t►-� S i �� �r�s '��� � 3�'' t,v�►c �- 3�` �•�� . �'f'�(t--'T l�t�r.� 't� r�t'�-��1�l.�c S . 5p�-�►� �-� � _ �L��� � 1M 1� 2 1�1� �� '�SF l�t, `� � P�� '�'a�""''� � °��t°.a� ' Glo� i�•3 (� ��u��� ' �2���► `�� �—sl�. �vu, � T1L ( c� �� , Ti2-l� w ��t�N �- 2' �= L� � 1 7 �� = ��' �►�� �3� \\ i a► -�' CrJ) `�""�u /� = v� � ��� �,S� �t- I ` _ � _ --� b��r � � � ,z � �� � ,�,�,,= g o ��,� �z'� - ��o �� �_ � _ � _ � �. .4 �7 �� �� �-xrt►� � l��-� � � w�� C� �� t���C� = �.°ovk � ��►� , �� � V'�Y Structural, Inc. STRUCTURALENGINEERING SW Structural,Inc. Title: Apple CC-1 Job# 11-019 17582 San Benito Way Dsgnr SFW Monte Sereno,CA 95030 Project Desc.; � 408-399-0623 Phone Project Notes: 408-395-0124 Fax ;>�iqks;h!il:914�ZJ���i..:.ZI�F'?,` Steel B@�111 ENERGALC,IN,C 1983-2011 Uer 6.2;00, N:53109 . , , �� a>ii. , , _ ::.' Description: Beam @(N)Fioor Opening Material P,roperties caicuiations per Aisc 3so-os,iec zoos,cBC zo�o,ASCE 7-OS Analysis Method; Allowable Stress Design Fy;Steel Yield: 36.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Loatl Combination 2006 IBC&ASCE 7-05 __ __ __ __ __ ; D(0.281,L(0.16) i i i � � ( h + � _,g.r ��. y � < ,rz* �� 4 , . . ...� . .. .. . .. ... . . _, . .....�� _ . y Yf ?.� Y �. P { 7 � � � �{f 1�d 'V j f C ��� . ,. � �� ��� >�c,�� � � � ' s . �` a i� r T s�9 3 '�,... ,. ,. "� ,u.._ ._.,, .,;, . _,.._ .,_.. . `t.. .:..,... ...� . ..,., .s.m ., „�..,,. ., ,,.r.,_ .. .- , .,. , , , , } �� � `�,J Span=10.0 ft U � C10X15.3 _ __ _ _.. _. ._ _ __ _ . _. __ __ _ _ _.__ _ Appli@d LOadS „ Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loatls Uniform Load: D=0.280, L=0.160 Wft, Tributary Witlth=1.0 ft,(Floor) � DESIGN�UMMARY-.f, , �.�,; ' � ��.: � � � �. _ ;: r _.._ __ _._..__. Maximum Bending Stress Ratio = 0.�77: 1 Maximum Shear Stress Ratio= � Q,fl73 : 1 Section used for this span C10X15.3 Section used for this span C10X15.3 Mu:Applied 5.691 k-ft Vu:Applied 2.277 k Mn/Omega:Allowable 20.568 k-ft VNOmega:Allowable 31.042 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 5:OOOft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 � , Maximum Deflection Max Downward L+Lr+S Deflection 0.019 It1 Ratio= 64.�"i4 Max Upward L+Lr+S Deflection 0.000 Itl Ratio= Q <600 Max Downward Total Deflection 0.053 in Ratio= 22G8 Max Upward Total Deflection 0.000 in Ratio= 0 <240 Ma�cimum�Forces.&�Stresses;;for Load Combinations::. _ - _ _-- Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx MnxlOmega Cb Rm Va Max Vnx VnxlOmega , Overall MAXimum Envelope ' Dsgn.L= 10,00 ft 1 0.277 0.073 5.69 5.69 34,35 20.57 1.14 1,00 2.28 51.84 31.04 +D Dsgn,L= 10.00 ft 1 0.179 0.048 3.69 3.69 34.35 20.57 1.14 1.00 1.48 51.84 31.04 +D+L+Ii Dsgn,L= 10.00 ft 1 0.277 0.073 5.69 5.69 34.35 20.57 1.14 1.00 2.28 51.84 31.04 +D+0.750Lr+U.750L+H Dsgn.L= 10.00 ft 1 0.252 0,067 5.19 5.19 34,35 20.57 1.14 1,00 2.08 51.84 31.04 +D+0.750L+0.750S+H Dsgn.L= 10.00 ft 1 0.252 0.067 5.19 5.19 34.35 20.57 1.14 1.00 2.08 51.84 31.04 +D-b.7501r-F0.750L-t0.750W+H Dsgn.L= 10.00 ft 1 0.252 0.067 5.19 5,19 34,35 20.57 1.14 1.00 2.08 51.84 31.04 +D-�U.750L+0750S+0.750W+H Dsgn.L= 10.00 ft 1 0.252 0.067 5.19 5.19 34.35 20.57 1.14 1.00 2.08 51.84 31.04 +D+0,750Lr+0.750L+0,5250E+H Dsgn.L= 10.00 ft 1 0.252 0.067 5.19 5.19 34.35 20,57 1.14 1.00 2.08 51.84 31.04 -FD+U.750L+0,750S+0.5250E+H Dsgn.L= 10.00 ft 1 0.252 0.067 5.19 5.19 34.35 20.57 1.14 1.00 2.08 51.84 31,04 ', Overall Ma7cimum Defiections Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L 1 0.0529 5.050 0.0000 0.000 Maximum D;eflections,fo�.Load Combinafions -U.nfactor,ed Loads ; . _ --- --- - Load Combination Span Max.Downward Defl Location in Span Max.Upward DeFl Location in Span D Only 1 0.0343 5.050 0.0000 0.000 L Only 1 0.0186 5.050 0.0000 0.000 D+L 1 0.0529 5.050 0.0000 0.000 SW Structural,Ina Title; Apple CG1 Job# 11-019 ' 17582 San Benito Way Dsgnr SFW Monte Sereno,CA 95030 Project Desc.: � 408-399-0623 Phone Project Notes: 408-395-0124 Fax Pd4te(!'I::�;ivf:�Hi`.�:iUPt.-i �Steel Bea�m �NERCn�c,INC 1983-2011 Ver.6.2.00, N:��o's � � � �� . . . � , , � ; �,.�� g:aa: ; ,'; � _ ' ,: � Description: Beam @(N)Fioor Opening � 1/ertical Reactions,-:;Upfacto.r.ed ; ;;, .. _ _ support nocacion:Far ien is#� Values in KIPS ' Load Combination Support 1 Support 2 , Overall MAXimum 2,277 2.277 ' D Only 1.477 1.477 L Only 0.800 0,800 D+L 2.277 2.277 ' Steel!�Section<ProperEies CTOX1�5,.3 � , Depth = 10.000 in I xx = 67.30 in^4 J = 0,209 in^4 Web Thick = 0.240 in S xx 13,50 in^3 Cw = 45.50 in^6 Flange Width = 2.600 in R xx = 3.870 in Ro = 4.190 in Flange Thick = 0.436 in Zx = 15.900 In^3 H = 0.884 in Area = 4.480 in^2 lyy = 2.270 in^4 Weight = 15,300 plf S yy = 1.150 in^3 Wno = 7.480 in"2 Kdesign = 1.000 in R yy = 0.711 in Sw = 2,550 in^4 Zy = 2.340 in^3 Qf = 5.030 in"3 rts = 0.869 in Qw = 8.030 in^3 Ycg = 5.000 in Wn2 = 4.380 Xcg = 0.634 in Sw2 = 1.680 Xp = 0.224 in Sw3 = 0.840 Eo = 0.796 in s.s �.` ��-... � a.a �,.- � 2.9 �� o _� �"�`'---\_ � �.5 I `� BEAM�--An J� t 0.95 1,95 2,95 3.95 4.95 5.95 6�95 7.95 8.95 9�95 . Distance(ft) ' 9+D�+D+I+M B+D+0.750L�+D.756L+H O+D+�.75DL+D.7565+H B+D+6JSUL�+6,75UL+D.75UW+H 0+D+0.75CL+D.7S05+6.750W+H�+D+6.750L�+D.75D1+D.5250E+H G�D+D.75DL+6.75DS+D.525DE+H 2.3 ,,,,,,,�, . , ""^..�+. ... .w.. �+..�„�r..�. . '. 7.2 ..r .-_",;� �xaa++c.� , .Y.. BEAM--•>. �� n � L Vl �V.u� •l.Z •23 `"`�++..�'. �,,,,�. 0,95 1.95 2�95 3.95 4�95 5.95 6,95 7.95 6�95 9.95 � Distance(ft) 0+D 0+D+L+H 9+D+0,75DL�+0.756L+N l9+D+D.75D1+6.75DS+H 9+D+D.75DL�+D.75DL+D.756W+H a+D+�.7SOL+6.75DS+D.75DW+H�+D+0.75ULr+D.TS6t+�.525DE+H O+D+D.75D1+0.75D5+6.525DE+H BEAM_'z�I ,,,,,,',.. ���� -0.013 i ��. 'c .0.027 I � ,,,�,.,�,�'�,.�'''',� � � ��. � 0 -0�040 � •0.054 . .. __.-. - I 0.95 1�95 2,95 3,95 ^4�95 5,95 6�95 7.95 6�95 9�95 Distance(ft) m D O.ly O L O.W O D+L JOB �1��� PAGE �- ��� GG�I gy � DATE �, �d-� �I � `�;�� � �►�� �� ��'� CStJ�,"`� �`��� �� �'r� = �- = 31�� � 2 - r� ��7 �� p� �� �� '1 � � t �• //1� � �e�� ��� \I�J� �e�� � ��V� '�� , V��'(�� `—�I��L. Y � r" 'V � ( � � ' , .� � � i; i �,,cZ.-'r��VJ u1� . � �� � ; � � ���I�Z-54- \, ,Il � 2 � �vr� '1" I�-S- ��- � L .� � � (s�� ��'C��l.����r.� �- 1 �---� � � � ii ' ! ���r�- ���� �� �� S �- -� �- -� j =.- ��� � 2 : I �c��� � -�- P� U►J 1�"S �- �P�'���5 1���P R-v�� = �'� �z' _ �2� �sc�� ,�. UN�T (��t� �►� �Z��- = � � � � 21 PS� ti � ps�- Z. O� '�� I ( �� Structural, Inc. . � STRUCTURAL ENGINEERING Company: SW Structural, Inc Apple CG1 Project Ref#: 11-019 Address: 17582 San Benito Way Mech Unit Sleeper City/State: Monte Sereno/CA Date: Sun, Mar 13 11 Zip Code: 95030 User-Defined Beam � ',375.00 Ibs,375.00 Ibs � � � =Y 10.00 ft Dead Load K ,� 10.00 ft Live Load Stud Section 2x 600S162-54mi1, 50 ksi I Track Section 2x 600T125-54, 50ksi � Stud Gross Properties: Track Gross Properties: Ix(major) (in4) 2.8610 I �Ix(major) (in4) 2.3448 � _ Sx(major)fin3) 0.9537 � �Sx(major) (in3) 0.7566 � � � �rx(major) (in) 2.2678 � �rx(majorl (in) 2.2093 � �ly(minor) (in4) 0.1805 � �ly(minor) (in4) 0.0539 I �Sy(minor) (in3) 0.1490 I �Sy(minor) jin3) 0.0516 � �ry(minor) (in) 0.5696 � �ry(minor) (in) 0.3350 � �Area (in2) 0.5563 I I Area (in2) 0.4804 I � � �Xo (in) -1.0487 � �Xo (in) -0.5084 I �J x 1000(in4) 0.5941 � �J x 1000(in4) 0.5130 � �Cw(in6) 1.3372 � �Cw(in6) 0.3840 I ' �Ro(in) 2.5626 � I Ro (in) 2.2917 I �Wei,qht(Ib/ft) 9.8932 � �Weight(Ib/ft) 1.6348 � Material Properties: Material Properties: ; �Fy(ksi) 50 � I Fy(ksi) 50 I �Fu (ksi) 65 � �Fu (ksi) 65 I ' �E(ksi) 29500 � I E(ksi) 29500 I , �G (Ksi) 11300 I I G (Ksi) 11300 I Floor Information: Design Options: g 2009 IBC w/AISI-NAS �° Standard Punchout Considered � I Desi n Code 2007 ° Strength Increase from Cold Work of Considered 1 �Design Method ASD � I Forming (AISISec. A7.2) '; �Beam Length (ft) 10 � I �LL Allowable Deflection, L/ 360 � ', �TL Allowable Deflection, L/ 240 � �Absolute Deflection (in) 0.5 j �Top Bracing @ (in) None �Bottom Bracing @ (in) Full � IKcp Distortional Buckling 100 l Rotational Stiffness(Ibf-in./in.) Joint Supports & Reactions: Joint Loads: �oin Support Type Rx(kips) Ry(kips) Rm (kips.in) ��Jointl Load Case Vertical (Ibs) M (Ibs.ft) � � 1 Hinged 0.0000 0.3750 0.0000 �� , � 2 Hinged 0.0000 0.3750 0.0000 � Span Uniform Loads: Span Non-Uniform Loads: ..--- -. -. - -. - ..-. .--- _ _.__ _ _ - --- -- AS/ SfeelSmartTM'System Version 6.0 Page 1/2 Company: SW Structural, Inc Apple CC-1 Project Ref#: 11-019 Address: 17582 San Benito Way Mech Unit Sleeper Date: Sun, Mar 13 11 City/State: Monte Sereno/CA Zip Code: 95030 User-Defined Beam � �Span Dead Load (Ibs/ft) Live Load (Ibs/ft) Span Load Case Start pt. I Load (Ibs/ft) I End pt. Load (Ibs/ft) I � 1 0 0 _ _ -�- —_ _-—� Span Concentrated Loads: Load Combination Factors: � # Load Case Vertical (Ibs) Moment(Ibs.ft) X/L � � # Dead Live Used For � � 1 Dead Load 375 0 0.35 � � � 1 0 Strength ( � 1 Dead Load 375 0 0.65 � � 2 1 1 Strength � ; � 1 Live Load 0 0 0 � � s 1 1 Deflection � � 1 Live Load 0 0 0 � Capacity Check: Member Moment Shear LL Deflection TL Deflection Crippling (kips.in) (kips) (in) (in) (kips) Actual 15.7500 0.3750 0.0000 0.0795 N/A � 1 Allowable 17.8954 � 7.8360 0.3333 0.5000 N/A � Act./All. 0.8801 0.0479 0.0000 0.1591 N/A � X/L 0.3500 0.1050 N/A N/A N/A � Design for Web Crippling is Disabled Interaction Check: Member Combined (M,V) (kips.in,kips) Combined (M,Pcr) (kips.in,kips) � Moment(Mx) 15.7496 Moment(Mx) N/A I 1 I Shear(Vy) -0.3750 P (Cripplin�) N/A � I Act./All. 0.1705 Act./All. N/A I I X/L 0.3500 X/L N/A I AS/ SteelSmartT"'System Version 6.0 Page?J2 JOB '��-�,�� PAGE � �� �Cr� , BY � DATE ��+ �'�,-•I) ��l� �..� �:�-��-�-�.�-�. ��-�-� , . __ _ _ _ .� ^ n. �-� 5��� �� 2 � a � h � � ��� . ������� ��������� � � �.� � = 2.s �-P - �• � �p� - I.�� ���, _ �, � C�, �--) C ���' C 1���) .� � ,,�,�, � �,� ��� �� � . � . � �.�, ��� ��- = �2>� �+�s� '��� - ,21-�°.� ��'����J�'��`�°'=�� �,��� ���' � v►���11-���E �� I��- . � - 2.,5 �� ° �'� � � I . a �-�� �_ � , 3`� ; ��'� ;. �.� � � ��•�� CZ.��s�'� � I,`��,1 � � E� �4 �' � �. � � � � 2��� p ,� �''�` ` � 'Zl C C;�D�,,1 ��a � �, 21 ��� � V'�Y Structural, Inc. STRUCTURALENQINEERING � cupertino City Center.txt Cupertino City Center contermi.nous 48 States 2006 znternational auilding Code �atitude = 37.3216 Longitude = -122.0283 � spectral Response Accelerations Ss and S1 ss and s1 = Mapped spectral ,4cceleration values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period sa (sec) CJ) 0.2 2.048 (Ss, Site Class B) 1.0 0.730 (sl, Site Class g) Conterminous 48 states 2006 International Building Code �atitude = 37.3216 _ �ongitude = -122.0283 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period sa (sec) (g) 0.2 2.048 (SMs, Site Class D) 1.0 1.094 (SM1, Site Class D) Conterminous 48 states 2006 International Building code �atitude = 37.3216 �on�itude = -122.0283 �esign spectral Response Accelerations sDs and sD1 � SDs = 2/3 x SMS and SD1 = 2/3 x SMl ' Site Class D - Fa = 1.0 ,Fv = 1.5 Period sa <sec) C9) ! 0.2 1.366 (SDs, Site Class �) 1.0 0.730 (5�1, Site Class �) Page 1 � JOB ��--a(� PAGE � �'�'� CC- � BY {�,z�. � DATE 3� � �-. �I �v���'��� V�1"[� ���t`��.��`� � w = ��� ��� �� �� �" � � � � . __� _. . �� = r.��-�� ;4��� � -.�. _ _ -.----� � ,� = ,2�w� = o�-� �� �,�, �' , � �� .� � I � ' ��.� �--����� . � I - � o� �� 1�P �r� �-C� �2 ��� ��-� ��-� ^ �► � �M v �r� _ � .3 C��) _ ��-3� � ��' � {�-t LT 4 i���T� _ �� ���.-k ���3 �- '�%�c� ��`f��.���� T�-�,= I 2`� Z� � o�3 �- �= ; AU°C�'�N��CC �-�.. �� , �/2� � � T6 � • `�� 1��I �?� ��� = I I� �._ ��� ���► = �o� , , � , � �'�u�,�1 � �°o��(�1�, = ��° ��P-�, � �0�2 ��t,� � Z'�'�s � ���� rt�►s��o� — < < � i ��p - �� �- � , � � � -�x �� ��� �-� ���p� � ��� �- �� � � `5�=3 �- ��� -t�-+� G� T� _ �4 �9° �" T� _ ( ���C -�oZ� r� ��� - �� �� �� 4 1,3 �,� = 41a�� ��2'� � �±c�,�-s �,�-°�� �� 3% ��r� , �'�,,t,�= �2� � `� �oti �c�Z q � C ,�1',. = j-�Z � � s, � Structural, Inc. ����(J ` �I i� _le1^ ��' 1'� �� STRUCTURAL ENGINEERING � L., 1 '� � JOB �`e>��} PAGE ' It7 ��� CC�) gY � DATE �� I�`� �I �`� Z��' � ►� �`� �i`��.-�1�-�� I�-�-�` U� 7�b� �' � � \� `� � •�� ��, �. `��,2-� � � ��� ��- - .21 v�P l w� � �� 0 � � c� ��P I�TI, �- `�, - _� C� � � _ � � .. - � S ' � a' � � � � � M�T = (3 �.? - 15,�zd-��� � � , � � �� �� �.� �,� � ����C�� = �,� °° �` ��� � = �°T -- M'�" �- 2.� �-� � P�c-r�. u� �� °T�� ►��:��� �'�-� �/ � � � �T�M S �C�( �{- � � �� �� � � � ��,�-� = ';��°�°`�$ - � I � �- i z ��C��+s ����,�= �� (3x�5)=�3 �- N S ��� � � �-���,,�! ` 2�Q..� � = � 1 , l �-- ��'t�- � i�� �3x.s� �2��. � � � W � � � ' - 0►'4� ��� �c.�-��) � � s � � � - ��3� �� ; (�-r�' �12 ��C�s --`� �- �-�-cx) �tt�e ; � � 1 � �� Structural, Inc. STRUCTURAL ENGINEERING ' � JOB �.I-�(� PAGE Ir ��E �C��.°.�� BY � DATE �� CQ-' II � � � \ T� �� ��� " �-`� � �, � ��-� !' � � ,�. �� ;�� �.� . � �� � s -�g +�- ��, - 2 �-I � c� ; � � � � � �z� � � �F �PE� �� - ��a. C Ta _ ��4-� �; ----- � � � .� ii � � _�. �_ } � �. �{�.a �-a�--� ���,-�-�� �� �� ` `.�'� �`-�°`�� � I z'�� � : �h � G �� � , ��, -� �,�., � ;,- � , � � �.�, �� l ' �5��-� ` �� �`���"�� '� � " � � �� .� � �ts�'� � l� S �t S �►� �� �M 1� ��,�.�C.P � ��,�� �- �-o� � C3� -S ' ZvZ� � ��> �� c .s,� . - — $ ,.— - ;� �a � rC�-�� - �� � C3 � ,� � _ �� � � Z�� �3 � �r� � � C�s1J +J�- c-J s2�� `t� ��� r�:.�l� �� �� d �'��� � � t�� �� �� ���� ., � �� Structural, Inc. STRUCTURALENGINEERING 20 Apri12011 Mil<e Petersen 4LeafInc ' 2110 Rheem Drive, Suite A Pleasanton, CA 94588 RE: 20300 Stevens Creel<Blvd. Permit#11030035 Second review ' 4Leaf Inc comments in italics POLLACK response in bold ' Comments outstanding . The revisecl fi�ture counts(all floors)now do not take into account CPC Table 4-1 foot note#1�'s requirement "The total number of water closets for females shall be equal to tlte total number of water closets and urinals required for males"Please review and revise as needecl. ���L��� Per our phone conversation this morning,we are not increasing t�r�n�r��r�»� the occupant load or changing the occupancy type of the ; building. Per CPC 2010 Table 4-1 note "Table 4-1 applies to ' newbuildings, a dditions to a buildin� and changes of occupancyor typein an existrngbuildingresultingin inc,reased occupantload.Exception:newcafeterlas used onlyby , employees" We are only providing new finishes and fixtures in the existing ' restrooms. If you have any questions regarding our response don't hesitate to � contact me at 415,288.1231 Regards, , `�� Gene Pena �': t�I�l'15 73�q4p0 f�x 416 78t3 u30�J �M� 111 tvl�aicie:n l ann,Suiee 35Q „ S�ri Fr�nqiSt;p,��94'll7a Pullaekkrcl�,cnrrx 5a�s Pr3ncis�o�Los k�iy�las�Ctelhi 27 April, 2011 ; 1 I Project:Apple - City center 1 ; POLLACI<Project number: 10096.10 ' Building department 100300 Torre Avenue Cupertino, CA 95074-3202 RE: Permit# 11030035 - Plan checl<comments 04.12.11 Planning department review 04.OS.11comment in italics POLLACK Response in BOLD 1. Please incorporate the existing floor plans showing existing uses of all affected areas by this permit for reference only. Reference demolition permit# 11020085 for existing floor plans. 2 Please indicate if any new rooftop equipment is proposed. If so,please indicate how equipment will be screened from public view. New equipment installed on roof will be placed in existing enclosed penthouse. Apple-CCl-Tenant Improvements-Issue permit comments�April 27 2011•Page 2 4L�AF� 1N�i. Engineering a Construction Management a Inspection o Plan Checi< Apri122, 2011 20300 Stevens Creek Blvd. Tenant Improvement City of Cupertino # 11030035 4LEAF, Inc. Job#J0525-41 COMPLETION-APPROVAL City of Cupertino Attn: Susan Winslow,Administrative Clerk 10300 Torre Avenue Cupertino,CA 95014-3255 Site Address: 20300 Stevens Creek Bivd. 4LEAF,Inc. has completed a review of the following documents: 1. Architectural Plans: sheets by Pollacic Architecture 2. Structural Sheet& Calculations (Shaftsl: contents by SW Structural, Inc. 3. Mechanical Electrical Plan: contents by Pollack Architecture 4. T24 Ener�v Forms (on blans): contents by Pollack Architecture i These documents have been determined to be in confoi7nance to the 2010 California Building Codes, as adopted by the City of Cupertino. This letter does not signify total plan or project approval; such an approval shall be obtained directly from the City of Cupertino. If you have any questions please feel free to contact me at 925-462-5959. Sincerely, Mike Petersen, Plan Review Manager 2110 Rheem Drive • Pleasanton, CA 94588 • Phone(925)462-5959 • Fax(925)462-5958 Building Department I � CITY OF CUf'Eitl'INCI lU3pU�TORRE AVEt�lUF., • CUf'LI�TW �,C�\ 95U14-'1255 C U P E RT i N O ���LEPHONE: (40R) 777-3228 • FAX: (�OS)777-3333 I OUTSIDE AGENCY PLAN CHE � KING FEES ' � Date: ��1�� � Agency Name: � �C�`` � Permit Number: ����«�Sv i. Project Address: ���7���' �'" �� ���``��, ! /'P • Plan Check Fees: 1�� & 2nd plan checks iiZCluded in initial plan check fee: $ /� �/91�� x 6s°ra = � �,.�lo �f� 3�� plus plan checks: Number of hrs X $126.00 = � X 65%� -` $ . Please attach this form with the number of hours spent an the 3�� plus plan checks and send with the plan check comments or if plans are apprc;►vec�, with the plans & approval letter. Please email the plan check comments to: Suew@cupertino.or� and Svlviam�cuuertino.ort�. "Please do not give plan check com�i�ents directly to the�lcus�omer. We don't give out the comments until we have all of them back frorn each idepartment. I CITY OF CUPERTINO FEE ESTIMATOR-BUILDING DIVISION ADDRESS: 20300 stvns crk blvd 1st-4th flor DATE: 03/08/2011 REVIEWED BY: bob s �� APN:"�����'.--C�%(- j-�I ��''j' BP#: ���;�_�-Sr",�� r�� "VALUATION: I$7,000,000 � rPERMITTYPE: Building Permit PLAN CHECKTYPE: Tenant Improvement PRTMARY PENTAMATION vSE: Commercial Building I I pE�IT TYPE: 1 B TI� Wo� �T.I commercial office space, structural, includes M,E,Ps. New shaft from ground floor through 4th floor. SCOPE I Replace exisitng front doors. ' TYPE OF FLR AREA OCCUPANCY TYPE: CONSTR. (s.f.) PC FEES PC FEE ID BP FEES BP FEE ID B (Tenant Improvements) � II-A,III-A,V-A 115,054 $14,467.07 IBTIPLNCK $51,368.13 IBTIINSP TOTALS: 115,054 $14,467.07 $51,368.13 MECH,HOURLY � Yes O No PLUMB,HOURLY Q Yes Q No ELEC,HOURLY Q Yes Q No Mech.Plan Check 2.0 1u's $252.00 <',, r��?;. , , :•�t'�ir,<;�; r.1�,_I f�ar�t..�:�.:�a; � � ' 1MECPLNC Mech.Permit Fee: IMPERMIT f'i r ' r.� _! r r;x:: c>,r,;r,=r�';;�r I ;_.,��. , Other Mech.Insp. 2.0 hrs � $42.00 r�>It��x�<�Izr��r;;tf:5�;. � F�r z�, t_I��� r r-.,=>, � � Mech.Insp.Fee: IMECHINSP $252.00 1',.,..... .3:,. F':.. �, . ?.�,�> _"£���: NOTE: These/'ees nre based on tl:e preli»:inary i»�'orntation available and nre only nn estimate. Co�rtact t/1e Dept fbr addn'1 in�'o. FEE ITEMS (1{ee 12esolt�tiofa 09-OSI Eff. ?il/l D) FEE QTY/FEE I MISC ITEMS ' Plan Check Fee: $14,467.07 � # Window/Sliding Glass Door ' Suppl.PC Fee: � Reg. � OT 0.0 hrs $0.00 $380.00I 1WZN�P Replacement � PME Plan Check: $252.00 1� # Mechanical ' PermitFee: $51,368.13 $95.00IIBREMVENS Ventilation System , Suppl.Insp.Fee:�Reg. �OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $294.00 z,.`r,r� tftt€�+i'r , r��>., n Acoustical Fee; 0 Yes � No $0.00 � Work Without Permit? � Yes 0 No $0.00 I � Plannin�Fee: $0,00 Select a Non-Residential � ' Travel Documentation Fee: 1T�VDOC $42.00 I Building or Structure � ' i Stron�Mofran F'ee: IBSEZSMZCO $1,470.00 Select an Administrative Item Bld�Stds Conmlission Fee: 1BCBSC $280.00 ' SUBTOTALS: �68,173.20 $475.00 TOTAL FEE: I $68,648.20 Revised: 01/15/2011 'TES7'Il\TG ENGIIlTEIEit�, Il�C. f�1'������ ?�'i 1 r 28ll Teagarden St. 510-835-3142 510-834-3777fax San Leandro,CA 94577 800-660-3142 '-.. ����� � _:; San Leandro • San Jose • Martinez ; .�.�.�....w�......�W�.���....,..,�.__,��...�.._..�_��.�..W�.._._�.�..��.�...,.W��.��.�.���: �W...:���_ ._�...�W:��__�.��.�._�.�y�.�W.�:,��. . INSPECTION REPORT Week Ending: 4/22/11 PROJECT#54153 TYPE OF INSPECTION: Visual Welding PROJECT: PLACE OF INSPECTION: 20300 Stevens Creek Blvd. Lee's Imperial Welding(shop) CC1-Apple Cupertino,CA ��� f� k� �,� � �l Permit#11030035 ;� m .���, �� . .....�_... . DATE 4/19/11 ; HOURS 4 INSPECTOR T.Woodbeck Reported to John at Lees Imperial Welding at the shop as requested. � Checked welder qualification papers(Cesar Vargas,ID#8766). 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 FCAW process with E71T-1 wire electrode. Weldments consist of single pass fillet welds joining 3/s°x 3"x 6"plate to 10 x 15.3 channel beam web(flat side)for beams shop marked A1 (2),B1(2),C1,H1 (3),K1,M1,N1 and P1. The preceding work was,to the best of my knowledge,in compliance with engineer approved plans and specificahons, induding revisions by engineer,and shop drawing D1. .:— � .�-- _ ---� + _ � �...� . Reviewed by: �_. _ ` --°---� --l"`DavidChippero��—=�-�-L---- Special Inspection Division Manager ', � ; 1cc: Apple Computer Inc./D.Robinson City of Qupertino/ Bldg.Inspection Dept. , This report can be reproduced only in its entirety unless written pemussion from T'EI is obtained. Page 1 of 1 'TES'TIl�TG El\TGINEERS, I1�tC. , ,�,'; ; ���;� 2811 Teagarden St. 510-835-3142 510-834-3777fax San Leandro,CA 94577 800-660-3142 � .- - � ��� "' _. _ . San Leandro • San Jose � Martinez INSPECTION REPORT Week Ending: 4/29/11 ; PROJECT#54153 TYPE OF INSPECTION: Visual Welding PROJECT: PLACE OF INSPECTION: 20300 Stevens Creek Blvd. Jobsite CC1-Apple � - � Cupertino,CA � �_ �,1 - ; Permit#11030035 � ° DATE 4/25/11 4/27/11 HOURS 4 4 INSPECTOR J.Souza Reported to Jack of Devcon at the jobsite as requested. 25 1 Performed periodic visual inspection of previously completed welding. Weldments consist of fillet welds joining miscellaneous channel to angle and metal deck;connection plate to miscellaneous channel and wide flange beam,all on line B at 6 at 15t,2na and 3Yd floor air ducts on west side. 27 1 i Performed periodic visual inspection of previously completed welding. Weldments consist of fillet welds joining connection plate to wide flange beam and miscellaneous channel;and miscellaneous channel to metal decl<ing,all for duct opening on 15r,2na and 3rd floors on line L between 5 and 6. The preceding work was,to the best of my knowledge,in compliance with approved plans and specifications,including revisions by engineer,and Drawing S1.2,dated 3/14/11. � -�,� - -- --..�� �. _ �� ' i Reviewed by: _ � � -��.__�_ _ _d,.,_ , °�David Chippero � Special Inspection Division Manager � 1cc: Apple Computer Inc./ D.Robinson City of Cupertino/Bldg.Inspection Dept. This report can be reproduced only in its entirety tulless written permission from TEI is obtained. Page 1 of 1 T'ES'I'IIVG ElVGI�TEEIZS, II�Ca �k��', �� ��', , ��;`��� � � � 2811 Teagarden St. 510-835-3142 510-834-3777fax � San Leandro,CA 94577 800-660-3142 � San Leandro • San Jose • Martinez INSPECTION REPORT Week Ending: 5/6/11 PROJECT#54153 TYPE OF INSPEC'TION: Fireproofing � �� � F �.�� PROJECT: PLACE OF INSPECTION: 20300 Stevens Creek Blvd. Jobsite � ___"_ � CC1-Apple ? ,� ,.) J Cupertino,CA ° � Permit#11030035 .... .__...�___�..��. DATE 5/2/11 HOURS 4 INSPECTOR J.Yoka Reported to Jack of Devcon Construction at the jobsite as requested. Inspected the application of Cafco 300 brand fireproofing for the new mechanical east and west side shaft operiings on 10 x 15.3 channel beams at 2nd 3Ta and 4�floors on line L between 5 and 6(east)and on line B at 6(west). Fireproofing material was applied to match thickness of existing fireproofing. , � Reviewed by: _ _._...__ -avid Chippero Special Inspection Division Manager 1cc: Apple Computer Inc./D.Robinson City of Cupertino/Bldg.Inspection Dept. i, This report can be reproduced only in its entirety unless written permission from TEI is obtained. Paoa 1 nf 1