The URL can be used to link to this page

06080017 i i i ■ a r . S � Ak AL Ci r � ■ ■ IN � r AL A IL .J - II 7 �J k 7� 1 Aft -/---.Mm000 1 1 1 _ 1 i 3 hl� R �� 177• 1 I r { 1 r. J ■ a , ft• _tee. ._■�._�.� � :�!'�"_`� .,� , 0 maim ELM— WA L i I s'1 �I�. s '4 • � ��-?S`�*r' •,' •. -.4.. �r�?.��L.`'L�' - 'aT, INL��-�f s�_ �.r`�'"+:�J� �•t��`�-a�.Tr = _ _ � �I. Y.I r� �,� 1, k+ [ rL�Lr I yyy`y+r• r _F+ , Ir•� I Jt � J I� � '� �� '{• 4' =.K# �t :..• � I .•k '�� `-�.t'S^tt'��''rtil.. ��?{ 1 ` _..._. -._ •J t 56 �'.��11_ F' .;{ - - � '.>, �'.S� r,, I I I'. l �l'� L'�j'�..�;r-,y.•�'Y�i` ��- j �:' �� _'� � .,<' ,�_ 1' ■ r,]+w�� I I�� I I �*-r*��'�L,��'ter.:,•��'��;-ri 4,I.t.�-T� V 1_1 J}5 _ ■ r_ 11L Ay�.,, '" �. ,e7�r; tit' ]• II �. IY`_ :J }F 7 'y 74+ g: - � 'S: 1 1 •_c �J' f�.a +�. � i�■r I�-+�\'•}'�I'+;��Y�.7 i'•�1 ��' �' - _ ��k I r 1 � � Ilr�: 7L' ':� ~ � 1,}' `•..'1 ', -L. +1 ��.••.f ti� r 1 �J ti [�� '� .. 'il'� I■ �� ,,�!' 11'�.. ly i .,,�� I �''.:... $ .' 1 �lam_!•f'...�`L�••1`1 i,'p'�i,;'' r� �I�•F.. JL4'' •moi , - f+OM1• •• vj 1r z Aj �I�! � i ;t`'' r� i i• •f�42Sr 5 r11� ��h�J• �•'�yt'.r•'t •fi ,tkr_I•,: {., .a I l{ .I m, 'r r'} ►*; +•ern , iylr•'yy �: •'j- ., 'rl .� ,•��" -y.'�'�• j 16:k r n tiZl I. y •." , -'4i r .14 F l l ¢.�` of rrfi 's l.y'� Gj�• 1 6't.'"Y -pr��lll All � �• 4,`SJH�r,rl 1+amu � r 1.1 [ I •..', as ra: 4 I , �� I •'7� , .�� - 1��5'll�l I��i�"' 1I� i 1 ` i I � y .� ❑ 7171]-- •:�' St�r a � � ,�! �{ i � � � If . .. i �. I'.y�[r r:',}r y "� T 1 J+q,•' 'f •C r'n 1•�T•�r��zl . 7 + ' •h 7 �.L .�t 1-7 4 p. .Itiz-, .1. i.. ,IJ '} ■ '[• [` •tis •.il.. y C,+..J 1 1 Z. L t )�r {J i. Y L I Lr�~�-� p ^�•�4. fi- •,•1+ - ", ��:'�I``'+~.L �+� ' ��i•s}��r i �'y.l��1 r•�_� i. s: „ � i:. } -- -i 1.3 + `..R�.l '.�5S y^e l �y 11'1�■ . ►a' ir: �.'� < <'.�:•'� Jr ry -�F"�y yam. }�G�� A :,.� {,� i 1 it 7 a � , 777 L� �� f 'P' �..4 s s a� ( I�I.t•.` 'I Nk-. r i_ s�l•;gy�� 3��- ;I �'6 I� �; i r: ��,Ir-� {�,L�r ;A r _ G1, 13 'p.�.F •Yiw..+-�i' r !: 4 Al L41 V, P. r � t 4.yam.`-�^•, � �T •�', -�_�1'..µ��r.. � - -- - �-. - •� j�� Y'J J!F_ I .r. _' I�ti •� h J• t�t'-,I),fGy,.P�hf`_ •�'? 111 1'r+`� �. ,?, j a•�_ Xr ,j 'f1 r`:`'•i'l ! 17�.�"' ��s �'' f,l nom- ��`. I I�"� � � �' rl:'�i�. & i' e •r ...7 1 4�,•.1 +11., 1 k• s�{y }� .' p. �:' .i 1 �+f�� -16 �� I.' � � ,� ?I r��,'! �. r' 'Y fly�t!�� - Xi v 'Y•` >a;''''.7 .y f�M, '� *. - - ; � U �' � °I':I '+'V�Y •r�.�;.lf��.�l_� Y r r r,y�-�I 4�.I� �. � �' r r3i 7 +. •r,` ' 77 t•� rl rlip tlV _ :� ' � �.,Y-�+ + i Fes.:: �� 7 t �' I •-� I r" I '1 IN _. :�! - � R__. a x, +��f[ •1� •I 1 ( �'• II, i �+ .. I S. `� g,] � '�, 'E•3'i i{{ 4 e.-7i�� I�• R��' I'�� f&. ,, �� I .'' }II,I iI'y+ 1 r r tip,. _ ` .I �� `� - ••r 'I�r,� -'f S'�.•'l.y.k�f,'_ 1 1 i'. '�• F- ` ..r i. �; ,�'L-�r. ..•fir It,� j• .IV 1''.'i�'tikr •)�'- • i': i■ r. ' L�' .,- !1 4��`: r •* :.fi �*��- ,{'� .�',:Y,�-*r '2 '� I� is I �• IN _ .a S� } �` ' 2 � �a is �'•� -•--:. } ,may �i {Y C -. 1 1 i'. liil'. I. iw°s;ate'K.• INSPECTION WORK LOG - ONE PER PAGE DETAIL FORMAT PAGE-001 PRINTED ON Q3/09/11 PERMIT NUMBER: 06080017 10150 N WOLFE RD CUPERTINO PERMIT TYPE: COMML-NEW DO NOT USE USAGE CLASS: PUG1/11FR PUBLIC GARAGES 1/11 FR SPECIAL TEMP. PERMIT FOR JC PENNY' S PARKING STRUCTURE PERMIT -.TEMPORARY PERMIT EXPIRES 09/02/06 CONDITIONS:RENEWED 9/5/06 NEW EXPIRATION 10/05/06 AND NOTES : PARCEL ID: 31620038 - 00 LOT: BLOCK: SUBDIVISION: OWNER NAME: VALLCO INTERNATIONAL OWNER ADDRESS : CONTRACTOR ID: 28087 CONTRACTOR NAME: RICHARD G WALTERHOUSE CONTRACTOR PHONE: (510) 893-8337 INSPECTION TYPE: 104 REBAR INSPECTION AREA: SCHED DATE: 11/15/06 INSPECT TIME: CONTACT INFO: INSPECTOR: INSTRUCTIONS: 973-1603 TOBY COMMENTS: TEMP PERMIT EXPIRED RESULTS: PASS FAIL CANCEL RE-FEE FAIL CODE.- NOTES: PRIOR INSPECTION RESULTS : 104 REBAR 11/15/06 C TEMP PERMIT EXPIRED 104 REBAR 11/14/06 C TEMP PERMIT EXPIRED 104 REBAR 11/13/06 C TEMP PERMIT EXPIRED 104 REBAR . 11/10/06 C TEMP PERMIT EXPIRED 104 REBAR 11/09/06 C TEMP PERMIT EXPIRED 104 REBAR 11/08/06 C TEMP PERMIT EXPIRED 104 REBAR 11/07/06 C TEMP PERMIT EXPIRED 104 REBAR 11/06/06 C TEMP PERMIT EXPIRED 104 REBAR 11/03/06 C TEMP PERMIT EXPIRED 104 REBAR 11/02/06 C TEMP PERMIT EXPIRED 104 REBAR 11/01/06 C TEMP PERMIT EXPIRED 104 REBAR 10/31/06 C TEMP PERMIT EXPIRED 104 REBAR 10/30/06 C TEMP PERMIT EXPIRED 104 REBAR 10/27/06 C TEMP PERMIT EXPIRED 104 REBAR 10/26/06 C TEMP PERMIT EXPIRED INSPECTION WORK LOQ - ONE PER PAGE DETAIL FORMAT PAGE-002 PRINTED ON 03/09/11 *** INSPECTION SHEET - CONTINUED INSPECTION TYPE: 104 PRIOR INSPECTION RESULTS ) 104 REBAR 10/23/06 C TEMP PERMIT EXPIRED 104 REBAR I 06 C TEMP PERMIT EXPIRED 104 REBAR 10/19/06 C TEMP PERMIT EXPIRED 104 REBAR 10/18/06 C TEMP PERMIT EXPIRED 104 REBAR 10/17/06 C TEMP PERMIT EXPIRED 104 REBAR 10/16/06 C 'TEMP PERMIT EXPIRE]) 104 REBAR 10/13/06 C TEMP PERMIT EXPIRED 104 REBAR 10/12/06 C TEMP PERMIT EXPIRED 104 REBAR 10/11/06 C TEMP PERMIT EXPIRED 104 REBA-R 10/10/06 C TEMP PERMIT EXPIRED 104 REBAR 10/09/06 C TEMP PERMIT EXPIRED 104 REBAR 10/06/06 C TEMP PERMIT EXPIRED 104 REBAR 10/05/06 P LS 104 REBAR 10/05/06 P LS 104 REBAR 10/04/06 C GST 104 REBAR 10/03/06 P RM 104 REBAR 10/02/06 P BG 104 REBAR 09/29/06 P LS 104 REBA-R 09/28/06 P LS 104 REBAR 09/27/06 P SUSPENDED SLAB LS 104 REBAR 09/26/06 P LS 104 REBAR 09/25/06 P LS 104 REBAR 09/22/06 P BG 104 REBAR 09/21/06 P LS 104 REBAR 09/20/06 C LS 104 REBAR 09/19/06 P LS 104 REBAR 09/18/06 F LS 104 REBAR 09/15/06 P LS 104 REBAR 09/14/06 1 LS 104 REBAR 09/13/06 P SPEC INSP REPORT LS 104 REBAR 09/12/06 N WORK LOG - ONE PER PAGE DETAIL FORMAT PAGE-003 N 03/09/11 ■ owl INSPECTION SHEET - CONTINUED BER- 0608OQ17 10150 N WOLFE RD CUPERTINO yo N T PE: 104 PRIOR INSPECTION RESVLTS (Qont 'd) -. 109 BLOCKWALL 09/28/06 P LS 114 PLUMBING UNDERGROUND 09/29/06 P LS 114 PLUMBING UNDERGROUND 09/26/06 P LS 114 PLUMBING UNDERGROlUND 09/21/06 F LS 114 PLUMBING UNDERGROUNL) 09/11/06 1 LS 114 PLUMBING UNDERGROUND 09/07/06 P LS 202 UNDERFLOOR PLUMBING 09/26/06 C LS ■ ■ ■ ■ ■ NL r -W— *FPR-W% - I L i i .. -,-0tidr1w mom ITY OF CUPERTINO BUILDING DIVISION PERMI ILDING ADDRESS: ECaS LP PERM1717 NO 06080017 0150 N WOLFE--Ra 2�. PERMrT NAMMSUE DATE E. VALLCO INTERNATIONAL 2101 WEBST 1 qnn ------- QAJQ2f 2DQ6 ONE: SANITARY NO. CONTROL NO. (510) 893-8337 RC HMCT/F-NGI NEER: BUILDING PERMIT INFO BLDG ELECT PLUMB MSCH LICENSED CON'TRACTOR'S DECLARATION Job Description I hereby affirm Owt I am licensed under provWons of Chapter 9(commencin.g th Section 7000)of Division 3 of the Business and Professions Code,and tic sets full force and cffect. P TEMP. PERMIT FOR JC PENNY' S PARKING STRUCTURE cense f. 3 , Lic.N 41 Z4 1 ate Contractor— TEMPORARY PERMIT EXPIRES 09/02/06 AR rnrE(CrS DECLARATION I understand my plans shall be used as public records censed Professional OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the llowing re&wn.(Section 7031-5,Business and Profasions Codc:Any City or county —hie h requires a pemit to cnnar=4 alter,improve,dcmolLsh,or repair any suuctum or to iix issuance.also requires ft applicant for such permit Lo file a signed statement S q.FtFloor Area Valuation 0 i hc is licensed pursuant to the provisions of the Con is License Law(Chapter 9 . 45 ommencing with Section 7000)of Division 3 of the Business and Profcssions Code)or at he is exempt therefrom and ft basis for the alleged c=pdon.Any ala'on of --- tion 7031 y any applicant for a permit subjecu the applimt.to a civil penalty Of APN Number Occupancy Type t more than rive hundred dollm(S5M 31620038 . 00 1,as owner of die property,or my employees with wage3 its their solc cornpemdon, ill do the work.and the structum is not intended or offered fors (Sec.7044.Business Required Inspections d Professions Code--The Conuacwi's Lktm LAw does not apply to alto wner of roperty who builds or improvts thereon,and who does such work UmwJf or thmugh his n employees,provided that such improvemeMs am not intcrided or offered for sale,11, i owever.the building ori is sold within one year of completion,the owner- uilder will have the burden of proving ftt he did not build or imprme for purpose of le.). L as ow=of the property,am exclusively conng with licensed conLractors to onstruct the project(Sec.7 ,Businc3s and Profcssions Code:)The C Li- e=Law does not apply to an owner of property who builds or® tbemon.and. ho contracts fors projects with a contractor(s)licensed pur3uant to the Contr=toes icense LAW, I am exempt under Sec B&P C for tWs reason Wner DJLC WORKEWS COMPENSA`nON DECLARATION I hereby affirin under p=1ty of pcdury om of the following declarafions: I havc and will maintain a Cerkificaie of Consent to self-insare for Wv Compcn- tion.as provided for by Section 3700 of the Labor Code.for Um performance of ft ork for which this pemit.is issued. I have and will mainWn Workces Compensal on Instinince,as required by Section 700 of ft Labor Code.for ft perfornmce of the work for which this permit is issued. y Workees ompensation Innuw=cxTicr and Policy number arc: niw. X�CI --Policy No.:---bRKERS' CERTWI dF EXEMPnON FROM W COMPENSATION INSURANCE q1is section need nal bc completed if the pcnniL is fora hundred dollars(S 100) r lcs&) I certify that in the performance of the work for which this perinit i3 issued,I shaJI not employ any person in any m-anncr so as lo become subject to the Workm'Compensation Law3 of Californi&Date Appficam INOTICE TO APPUCANT:If.of making ibis Certificatc of Excmption,you should becomesubjecE to the Wortces Caon provWons of die Labor Code,you must forthwith comply with such provWons or this permit shall be deemd rewked- CONMUCTION LENDING AGENCY I hemby aMrrn that there is a construction lending agency for the performance of Lhc work for which this pennit Is issued(Sm 3091,Civ,C.) Lendces Nam Lender's Address z I ccnify that I have re3d Ws application and s ft above information Is ca t.I agme Lo comply with all city and county or s and siate laws relating to building cans tion,and hcmby authori represe Ely Of this city to enter upon the A U ahovc-mcnfioncd property for inspection rpu I" 4 (Wc)agree to save,indcmnify Css LM City of Cupertino against /1 v) I iabilitim judgments,costs an pe - whic m in any way accrue agai t said City Z in consequence of die gmnti f W APPLICANT UNDER D L COMPLY WITH A OINT lssued by.- Date SOURCEREGULAM Re-roofs Signature of Appliclan Date OU MATERIALS ICL 1I lype of Roof r 4 � idle Will the applicant�or f�ujt ilding occupant stom or ha e hwardous matezial as defined by the Cupertino M icipal Codc.Chapicr 9.12.and the HtOth and Safety Co&,Section 25532(a)? All roofs shall be inspected prior to any roofing material being installed. 0 Yes E?rr4o If a roof is installed without first obtaining an inspection,I agree to remove Will the applicant or to bujidi pant usc cquipment or devi=which emit h;vazdous air con ts as y the Bay Area Air Quality Mariagment all new matefials for inspection. Disuict? []Yes N I have rcad a alsmquiremeamundcr(Nmpicr6,P5o(tkCalifor- nia Health&S .25533 and 25534.1 if Lk building does not curre a 1, at it is my responsi flit notir occupant of the ry requirenr-nts ust prior to issuance of r, ()C Signature of Applicant Date . All roof coverings to be Class" rt Bor better Lqnc—r-or authori7ed aont Datc IWITY OF CUPERTINO CUPEI�TINO PERMIT APPLICATION FORM ice, � o076 APN# Date.-,, � 2bb � - 2- o Building Address. Mailing Address (if different from building address). � ate n. t . Owner's Name: Phone#: 1�NIDMA-gK P_RoF_E7�t E5 Mq N�T_ `7-7-7 Co ctor, License#: 1�1�4�<O �0 8 �1"7 2 Contct: Phone: Cupertino Business License#: G ��3rmezt Fax:(,C/0) 2(pg• �j?zoo -------- ------ r -*v 0001- 11L A Building Permit Info: 400,�AMF I r �C QeY)n OL rA<f Tv Bldg Elect Er Plumb EK M ech E100,00, Job Description: S'T'RV fq?,r,- Residential ElP2.�0fCommercial 5C tie, Sq.Ft. Floor Area: Sq.Ft..* Cost of Project: Occupancy Group: ----------------------- 71 Type of Construction: Please check this box if the project is a C2 second-stoKy addition: El -Project Size-. Standard El Large El Major El Quanti Fee ID Fee DescrVion Fee Group BAPPLOTHER Other Awliances MECHANICAL BBOILER1 Boiler<= 100,000 Btu MECHANICAL BBOILER2 Boiler> 100K to 500K Btu MECHANICAL BBOILER3 Boiler> 500K to IM Btu MECHANICAL BBOILER4 Boiler> IM to 1.75 M Btu MECHANICAL BBOILER5 Boiler> 1.75M Btu MECHANICAL BCONSTAX Construction Tax BUILDING BCONSTAX Ind/Off/Comm/Quasi BUILDING BCONSTAXBQ Con. Tax for BQ Zone BUILDING BCONSTAXH Hotel and Motel BUILDING BCONSTAXR Constax-Resi/Mobile BUILDING BELEC 1000 Elec 600V <= 1000A ELECTRICAL BELEC1001 Elec 600V> 1000A ELECTRICAL BELEC200 Elec Svcs 600V<=200A ELECTRICAL BEN-ERGY Energy BUILDING BEN-ERGYADD Energy Add Multi BUILDING BINVESTIGA Investigation fee BUILDING I of 3 4_7 �ITY OF CLTPERTINOA CUPEkTINO PERMIT APPLICATION FORM Quanti, Fee ID Fee Description Fee Group BMISCELL Miscellaneous Fee BUILDING BMITIGATC Comm. Housing Mit. Fee BUILDING BNUCOMME New Comm Electric ELECTRICAL B].VIICOMMM New Comm Mechanical MECHANICAL BNUCOMMP New Comm Plumb PLUMBING BOVERTIME Inspection Overtime BUILDING BPBACKFLOW Atmospheric Vacuum PLUMBING BPCESSPOOL cesspool PLUMBING BPERMFEE Bldg Permit Fees BUILDING BPFIXTURE Pb1g Fixture PLUMBING BPGAS Gas PipLmgSystem Fee PLUMBING BPINTERCEP Ind Waste Interceptor PLUMBING BPLANCHK Plan Check Fee BUILDING BPLANCKADD Plan Check Add Multi BUILDING BPLANCKREP Plan Check R eat Fee BUILDING ------ BPREPIPE Re i e Of Fixtures PLUMBING BPSEWAGE Sewage Dis osal PLUMBING BPSEWER Sewers PLUMBING BPSPRINK Lawn S rinklerBackflo PLUMBING BPSTORM Storm/Rain Water PLUMBING BPTRAP Kitchen Trap PLUMBING BPVENT Alt of Drain &Vent PLUMBING BPWATER InstalVAlter Water Pie PLUMBING BPWHEATER Water Heater/Vent PLUMBING BPWSVCS Main Water Service PLUMBING BREINSPECT Reinspection Fee BUILDING BREMACOVER A/C Unit> 1000 cfin MECHANICAL BREMAIRHAN A/C Units <= 10,000 cfm MECHANICAL BREMAPPLI A liance Install MECHANICAL BREMBUSWAY Remodel Buswa s ELECTRICAL BREMFIXT Lighting Fixtures ELECTRICAL BREMFLTRN Relocation of Furnace MECHANICAL BREMFURNOV Relo Furnace> l OK btu MECHANICAL BREMHEAT Heater Installation MECHANICAL BREMINHOOD Installation of Hood MECHANICAL BREMMISC Misc Apparatus ELECTRICAL BREMNRAPP Rem Non-Res A liance ELECTRICAL BREMPOLE Pole/Platform Fixture ELECTRICAL BREMPOWER Power Device/Apparatus ELECTRICAL BREMRECEPT Rc tl, Switch & Outlets ELECTRICAL BREMRELOCA Relocation of Hood MECHANICAL BREMREPALT Re air/Alter Heating MECHANICAL BREMRESAPP Remodel Res Lkp Hance ELECTRICAL 2 of 3 CITY OF CUPERTINO Item 1 of 1 PERMIT RECEIPT OPERATOR: kiersaw COPY # 3 Sec: Twp: Rng: SUb: Blk: Lot: APN . . . . . . . . . 31620038-00 ■ DATE ISSUED. . . . . . . : 08/02/2006 RECEIPT # . . . . . . . . . . 35492 REFERENCE ID # : 06080017 SITE ADDRESS 10150 N WOLFE RD ■ ki SUBDIVISION . . . . . . . CITY . . . . . . . . . . . . . . CUPERTINO IMPACT AREA . . . . . . . rn OWNER . . . . . . . . . . . . : VALLCO INTERNATIONAL ADDRESS . . . . . . . . . . : CITY/STATE/ZIP . . . : RECEIVED FROM . . . . : CHRIS RAEL CONTRACTOR . . . . . . . : RICHARD G WALTERHOUSE LIC 28087 COMPANY . . . . . . . . . . : PANKOW SPECIAL PROJECTS LP ADDRESS . . . . . . . . . 0 : 2101 WEBSTER ST STE 1500 CITY/STATE/ZIP . . . : OAKLAND, CA 94612 TELEPHONE . . . . . . . . : (510) 893-8337 G k) FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ------------- -------- -- ---------- -------®-- ---------- ------ --BTEMPPERM FLAT RATE 1.00 200.00 00 200-00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT 200.00 0.00 200.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ OTHER 200.00 VISA TOTAL RECEIPT 200.00 4t*P DISTRICT MANAGE R-ENGI NEER BOARD OF DIRECTORS ■ CID MARK THOMAS&COMPANY,INC. WILLIAM A.BOSWORTH DAVID E.ROSS DR.JOSEPH F.BROWN JOHN M.GATTO DISTRICT COUNSEL ATKICURTIS NSON 0 FARASYN,LLP B.HARRISON WENDELL H.KERR,JR. HAROLD S.TOPPEL 20833 STEV RD,SUITE 104 CUPERTINO,CALIFORNIA 95014-2154 (408)253-7071 PHONE (408)253-5173 FAX August 9, 2006 File: CuSD— 104-01 (54-00112B) ■ Mike Rhode c/oChris Real Jr., Construction Manager General Manager Vallco Internalional Shopping Center, LLC c/o Landmark Properties Management 10 123 North Wolfe Rd Cupertino, CA 95014 Re.- Woy'e Road Sanitary Sewer Improvements, Cupertino, California Enclosed are the following documents for execution by the owners of the subject development: Installer's Agreement Three copies of the enclosed Agreement,properly executed by the managing partner, together with required project security M* the amount of Two Hundred Seventy Thousand Dollars ($270,000.00)to be returned to this office as soon as possible for execution by the Cupertino Sani'tary District Board of Directors. This item has been age=* ed for August 16,2006, for action by the District Board. ■ In addition to the above,, •the following fees and/or deposits must be paid to the District: • I. Checking& Inspection Deposit: Total Deposit Required $6�200.00 Deposit Paid (I�200.00) n Additional Deposit Due $5,000.Ou (The difference between the deposit and the actuW costs fficurred by the District shall either be refimded or billed to the owner). SUPPLYING SANITARY SEWERAGE SERVICES FOR: CITY OF CUPERTINO, PORTIONS OF THE CITIES OF SARATOGA, SUNNYVALE, Los ALTOS An SURROUNDING UNICO RPORATE o AREAS ww w.cupertin osanitorydisttict.com Vallco Intemational Shoppi*-ng Center, LLC Landmark Properties Management August 9 ■ , 2006 Page 2 (Note: All of the above fees are subji ect to revew and approval of the Board of Dixectors of the Cupertino Sam' • tary District). Sincerely, MARK THOMAS & COM:PANY. INC. _-.et Manager-ET'n m' eer David E. Ross M, DER.-CHB:cam Encl (as) 7 ■ CONSOLIDJ�.*: _ ; I I N EERI NG ■ 4 CEL FRO 109 Rev. 0 STRUCTURAL MAS% -'r' ECTION REPORT r0i CEL No. 1 c.t 41 MU Project A • .. 1 _ a2lll A' ' �IVf' M. a fir• I Inspector: t � ■ Jq Samplm* g K Inspection [ I Continuous Pen'odic I. Obtained samples of a[ block b[ brick C[ 12. [ 1 Non-Compliance Report left at jobsite. veneer. copy a hours spent performing reinspection. • 2. teel and Unusual a circumstancesnt mason.ry for- AM • , • Notified at _ t #., jobsite and at CEL. ry f wx • Masonryajs consist oflREggWveneer/brick: location.Size 4. Cast specunens representing a[ Type S b[ Type M mortar for the above 5. Inspected cleanouts prior to high-lift grouting. 6. Inspected a[ high-lift bV low-lift grout placement • • ., A r i aF _ 0 i • Cast specimens representing groutplacement for the above location.• ar preparation • Witnessed prism. (One per 5000 of wall area) a a H Job cancelled due to r 10. [] Work inspected was in compliance wit-h approved plan and specifications, • noted. except as + + i C`0�i'SOL3"DATED E�4GHJE', ■ U_ CEL FR0097 Rev.0 SHOTCRETE NSPECTION REPORT P 'ect Name: 4,1 1A k tr"..C. Project No.:Zo Permit No. Ob 03 007(v Project Address/ j1Z/7,X IV 6ZPY Inspector- WA Type of Work: Nozzleman Certificatfon Required? [I Yes No ----------- ----------- ---------- 1.V Mock-up rueProduction loor V% Location No.Nifeas. ;Req:d: Actual -loft Ito A at the jobsite. 2. Reported to -:>eVt.!3 &A 3J] Checked rebar for specified size,grade,and spacing at the following locati"ons: 13. Verified blow-pipe removal of rebound. 4. Verified installation of/a. [] anchors/b.1'] sleeves c. [I penetrations/d. [I alignment controf devices. 14. Checked repair of deficient areas. 15. Witnessed preparation of(no.) of shotcrete test hd Inspected preparation and predampening of surfaces to 'OF N panels by/a.Acertified nozzleman(name): receive shotcrete. ,07 Ojos.j&7 -Dn-Mix ShQtcrete 0 16. H Job cancelled due to 6. [1 Verified that materials and proportions meet specifications&/or UBC requirements. 17X Work inspected was in compliance with approved plans and specifications,,/a. [] except as noted. 741 Materials were measured using/a. [] shovel/b. [] scoop aft loader with bucket size. IS. per approved drawings no.: 8.)� Materials were mixed by (method) beti-ck d 19. Non-Compliance Report left at jobsite. (Lab copy attached). 20. hours spent performing re-inMection. 9-A Verified that shotcrete mixture is unfform without sand streaks, sagging, sloughing. Unusual circwnstances or problems?)�No Yes* *Describe below. Notified at the jobsite 10. Inspected placement of cu. yds. of/a.)(wet-mix and at CEL. shotcrete,,nux no. U. -mix shotcrete for the following locations: J] NOTES/Comments: AOK I I- Performed thickness measurements of shotcrete placed at the above locations. 12. Measurements meet minimum design thickness requirements/a. H except as the foLlowing locations: MINIMUM SHOTCRETE THICKNESS FAhLftA106JL dlPLWhI I ■ — CONSOLIDATED ENGINEERING LABORATORIES, INC. 534 23rdAvenue Oakland, 94606-5307 (5 10)436-7626 DATE OF ISSUE:10/23/2006 COMPRESSIONT R-PT TCity of Cupertino ;P��ys- a In 10300 Torre re ve e N. Wolfe Road Cupertino, 5 Cupertino,. CA . Building Insestion Departme PERMIT/APP 060300761 I : 1020167A LAB# : 008396 PLACEMENT DATA Placement# : 68 Mix Sample date : 10/11/2006 eSpec 2000 psi @ 28 days Tota I sets : l Agg. Size/Src3/8"1 CEMEX Material type Grout Prism-Compression Test ASTM C 10 19 Cement factor 5.50 sack Material lien° : ce eX Slumpsec 10.00 i n-ii x to r-e type : T DATA Set nun-ier : 1 of l : 10.00 in ASTMC143 Sample time : 13:10 Air temp 63 deg Sampled by : Badaruddin Ahmed MIXtemp 76 degl 064 Ticket/Truck 82503619 Mold type Placement Location Row .3 lines 1 - 12, lie 19 rowelevator Sample cati Elevator, lines 1 _9, wall, row es 13.75 Comments : CYL T 1MAXIMUM # AGE DATEl (sq. i (psi) TYPE 839 7 10/18/2006 3.97 X 4.01 X 7.81 15.92 191438 1.00 12 008396B 28 11/08/2006 I, 3.75 X 3.75 X 7.50 14.06 1.00 0 008396C 11/08/2006 3.75 X 3.75 X 7.50 14.06 0 1.00 0 008396D H L 3.75 X 3.75 X 7.50 14.06 0 1.00 0 Cur-in F]1y e: L=:l =field Fracture types: A=cone and columnar, =columnar, = 1 1, = 1 e, E=double side Unless otherwise noted, samples tested in accordance with 1 IZESPECTFULLY SUBMITTED: o s i ate eer es Powers , LAB MANAGER CC, - City eri - Building Inspection De rt e CONSOLIDATED ENGINEERING LABORATORIES, INC. 534 23rd Avenue Oakland, CA 94606-5307 (510)436-7626 DATE OF ISSUE:10/23/2006 COMPRESSION TEST REPORT RPT TO: City of Cupertino RE:Vallco JC Penneys-Parking 10300 Torre Avenue N. Wolfe Road Cupertino,CA 95014 Cupertino. CA ATTN: Building Inspection Department A D RNI IT/f-1 L V P#: -06030076 '4 W- LE#: CEL#: 1020167A 008359 PLACEMENT DATA Placement# : 67 ix Number 157729 Sample date 10/10/2006 Strength Spec 2000 psi @ 28 days Total sets : I Agg. Size/Src 3/8"/ELIOT Material type Grout Prism-Compression Test ASTM C 10 19 Cement factor 5.50 sack Material SLippher : cemex Slump spec 10.00 in Adi-niXtUre type wi-da64 SET DATA Set ntimber I of I Slump 10.00 in ASTM C143 Sample till-le 11:35 Air to 67 deg F Sampled by : Yolanda Para Mix to 75 deg 1, ASTM C1064 Ticket/Truck 82202987/2938 Mold type : BLK Placement Location Row G line 6, level P3 Sample Location Same as above Coniiiients : CYL TEST TEST CURE DIMENSIONS(in) AREA MAXIMUM COR-R STRENGTH FRAC # AGE DATE TYPE WIDTH X LENGTH X HEIGHT (sq. in) LOAD(1b) FACT (psi) TYPE 008 35 9A 7 10)17)2006 L 4.19 X 4.10 X 7.83 17-18 A780 1.00 1850 008359B 28 11/07/2006 L 3.75 ._3.75 __7. 1. 008-359C 28 11/07/2006 L 3.75 X 3.75 X 7.50 14.06 0 1.00 0 008 35c 3.75 X 3.7 1.00 0 CL11-11h,) Type: L= lab, F= field Fracture types: =cone and columnar, B=--colun-inar, C=diagonal, D=slde, E—double side U n less otler lse noted, sa mples tested in accordance with ASTM C 10 19 RESPECTFULLY SUBMITTED: Consolidated Engineering,James Powers, LAB MANAGER cc: - City of Cupertino-Building Inspection Department CONSOLIDATED ENGINEERING LABORATORIES, . 534 23rd Avenue Oakland,C94606-5307 51436-7626 DATE OF tSSUE:10/25/2006 COMPRESSION RPT : City of Cupertino it RE:Vallco JC Penneys-Parking 10300 Torre Avenue - -r �,' - Wolfe,Road ,.6 _.:. ertin , CA 95014 MC - - Cupertino, CA ' ~ ` ■ J- ATTN: Building Inspectione t e PERMIPAPP# 06030076 CEL#. 1020167A LAB# : 008458 PLACEMENT DATA Placement# 69 Mix Number 157035 Sample date : 10/16/2006 Stre t ec 6000 psi @ 56 days Total sets : 2 Agg. Size/r I" /HANSON Material type : Concrete Compression Cyl. ASTM C 39 Cement factor 7.50 sac I aterial Supplier : cemex Slump sec 4.00 in di-n1Xture type : wi,da64 SET DATA Set number : 2 of 2 S lump 4.00in ASTM C143 Sample time : 11:55 Air temp 80 deg Sampled by Samuel C Ekenstam Mix temp : 79 degC 1 064 Ticket/Truck : 82503899 1 71 • Mold e : C L Placement Location Suspended deck, level P3, rows C-G lines 6- 1 (pour 5 r ani le Location Line 9 row Co n71`]`]e n t : C` 'L. TEST TESTC iMAXIMUM # AGE DATE TYPE DIAMETER (sq. in) L C (psi) 008458A 3 10/19/2006 L 6.00 X 12.00 28.27 106,1 375 095 56 12/11/2006 L 6.00 X 12.00 28,27 008458C 56 12/11/2006 L 6.00 X 12.00 28.27 0 1.00 0 008458D H L 6.00 X 12.00 28.27 0 1.00 0 OOS45SE H L 6.00 X 12.00 28.27 0 1.00 0 Curing Type: L=is = field F ractUre types: =cone and columnar, =colo ar, = is al, =Side, E—double side Unless otherwise noted, sa les tested in accordance with ASTM C 3 RESPECTFULLY SUBMITTED: Csoli ate Engineering, James Powers , LAB MANAGER Cc- - City c: - Clty of Cupertino-Building Inspectionear e t CONSOLIDATED ENGINEERING LABORATORIES, INC. 534 23rd Avenue Oakland, CA 94606-5307 (510)436-7626 DATE OF tSSUE-.10/25/2006 COMPRESSION TEST REPORT RPT TO: City of Cupertino RE:Vallco JC Penneys-Parking 10300 Torre Avenue N. Wolfe Road Cup Cupertino,CA ertino, CA 95014 ATTN: Buil,ding Inspection Department IXT 11 PERMIT/APP#: 0603007 FILE#: CEL#: 1020167A LAB# : 008457 PLACEMENT DATA Placeniew# : 69 Mix Number 157035 Sample to : 10/16/2006 Strength Spec 6000 psi @ 56 days Total sets : 2 Agg. Size/Src V/HANSON Material type Concrete Compression Cyl. ASTM C 39 Cement factor 7.50 sack Material Supplier cemex Slump spec 4.00 in Admixture type : wi-da64 SET DATA Set Burn ber : I of 2 Slump : 4.50 in ASTM C 143 Sample time 10:45 it temp : 64 deg F Sampled by Samuel C Ekenstam Mix temp 78 deg F ASTM C 1064 Ticket/TI'Llck 82503885/2961 Mold type ti CYL Placement Location Suspended deck, level P3, rows C-G lines 6- 16(pour#5) Sample Location Line 14 row C Coniiiients CYL TEST TEST CURE DIMENSIONS(in) AREA MAXIMUM CORR STR.ENGTH FRAC # AGE DATE TYPE DIAMETER X HEIGHT (sq. in) LOAD(lb) FACT (-Psi) TYPE 008457A 3 10/19/2006 L 6.00 X 12.00 28.27 94,640 1.00 3350 008457B 56 12/11/2006 L 6.00 X 12.010 '18.27 0 1.00 0 008457C 56 12/11/2006 L 6.00 X 12.00 28.27 0 1.00 0 008457D H L 6.00 X 12.00 28.27 0 1.00 0 008457E H L 6.00 X 12.00 28.27 0 1.00 0 Cui-ingVype: 1,® tab,F—field Fracture types: A=cone and colunmar, B=colurnnar, C=diagonal, =side,E=double side Unless otherwise noted, samples tested in accordance with ASTM C 39 RESPECTFULLY SUBMITTED: Consolidated Engineering ,James Powers, LAB MANAGER cc: - City of Cupertino-Building Inspection Department CONSOLI DATED ENGINEERINGINC. 534 23rd Oakland, -53 (5 436-7626 7 A'fE OF ISSUE:10/25/2006 � l A~ City o Cupertino a J e eys- r .i 10300 Torre Avenue 'N. Wolfe Road Cupertino, CA 95014 - 'Cupertino, CA ATTN: Building Inspectione art e t TERMIT/APPP#: 06030076 -. FILE . 17 007709 PLA(-,'EMENT lacememi ix Number 158879 Sample ate : 09/21/2006 Strength Spec 3000 psi @ 28 days .� Total sets : I �� zel rc 1 HANSON . Material type Concrete Compression Cyl. Cement factor 6.50sack .. Material Supplier : cemex Slump see 4.50 AdmiXtUre type wr SET DATA Set nLmmll er . I of I Slump : in ASTM C 143 ; Sample time 13:15 Air temp 88 deg Sampled by Perla Bernarte Mix temp 80 deg ` Ticket/Truck 3 1 2939 Mold type : CYL Placement Location Lines -3, rows D- Sam le Location : Lines 2 -3 row L Comments : C Y 1, T (in) AREA MAXIM-UM CORR STRENGTH FRAC ## AGE DATE TYPE DIAMETER (sq. i (psi) 0 77 :A 128/2006 L 6.00 X 12.00 28.27 135124780 107709B 28 10/19/2006 I. 6.00 X 12.0 .27 1645660 1.00 5820 7709C 28 10/19/2006 L 6.0012.00 28.27 160840 1.00 5690 007709D . 12.00 28.27 0 1.00 0 Samples Ales M E specified strength requirement at 28 DAYS. v =57 CL11-i111,Ty e: L= la = fief Fra tUre types: �A=cone an columnar, = l m r, = 1, =s e, = o e side Unless tllerwi e noted, s n7 les tested in accordanceit 3 RESPECTFULLY I Consolidated i ee i ,James Powers, LAB MANAGER cc: - City of Cupertino- Building Inspectione rt e t LABORATORIES,CONSOLIDATED ENGfNEERING INC. 534 23rd Avenue Oakland, CA 94606-5307 51 436-7626 DATE OF ISSUE: 10/25/2006 NPORT RPT TO: City of Cupertino - l c e e s-Parking a __� 3 TorreAvenue ,';".- : �_ � -- � le Road Cupertino, CA 95014 Cupertino,CA Building Inspection art e ' PERMIT/APP# 06030076 CEL#: 1020167A LAB : 007647 PLACEMENT DATA acernent# 47 Mix Number Sample date : 09/22/2006 to tSpec 8000 psic 28 days Total sets : 1 _ Material e Hydr. CementlNon Shrink { Material] I ier dayton superior 1 SET DATA F , r -rr Set number : 1 of I Sample time ". Sampled by : Samuel C Ekenstam Mold t e : CUBE 1'1acemerlt Location Row G lie 291, line 30 row E.9 Sample Locatioll Same as above Co r�r ments: C ' iMAXIMUM # s . l (psi) TYPE 77 7f2006 L 2.02 X 2.00 X 2.00 4.04 34)452 1.00 8520 007647B 28 10/20/2006 1, 2.03 X 2.01 X 2.01 4.06 441829 1.0c, 11040 07 47C 28 10/20/2006 L 2.04 X 2.00 X 2.00 4.08 43, 1.00 10560 7647 1.00 0 007647L 1--1 1.00 0 007647F 1 Samples MEETspecified 28 DAY strengthrequirement t 28 DAYS. Avg=10800 Curing Type: = l field t,r-actur-e types: A=cone and columnar, =c u ar,C--diagonal, =side,E=double side Unless otherwise noted, sa les tested in accordanceit 109 RFSPECTFULLY SUBMITTED: Consolidated Engineeri ,James Powers, cc: - City of Cupertino- Building Inspectionr e t C NS _ 1-IDATED ENGINEERING LABORATORIES, INC. 534 23rd Avenue Oakland, 94606-5307 t• 510)436-7626 , DATE OF ISSUE-.10/25/2006 COMPRESSION TEST REPORT RPT : City Cupertino =�- -= - -�' __ - _ a e y -Parking 1 Torre ve e . WolfRoad e erti o, - Cupertino, 7 AT Building s etion Departmer, - ' - - PER-MIT/APP#: 06030076 I . 1020167A LAB# 006633 PLACEMENT DATA Placement 22 MixNumber Sample date : 08/24/2006 tTe tSpec 6000 psi @ 56 days rota I sets : I Agg. izel 1/2"1 HAN SON Material type creta Compression Cyl. ASTM C 39 Cement factor 8.00 sac Material Supplier : cemex Slump sec : 7.00 i Admixture type : wrda64 adva140 SET DATA Set nuan er I of 1 l .5 0 in ASTM C 1 3 Sample tine: it temp 68 deg Sampled y : Samuel C Ekenstamix temp 80 deg1 064 Ticket/71-Lick : 825013321 2954 Mold type CYL Iac.enietit Location Row G line 4, lie 9 row Sample Location First lift, row G line Comments meats Y L TEST TEST 1 ft AGE TE TYPE DIAMETER X HEIGHT (sq. 1 l (psi) 63 1 L 6.00 X 1100 28.27 95)020 1.00 3360 {l 3? 2 09/21/2006 L 2. .2? 1-6217 1. 57 006633C 5 10/19/2006 12.00 28,27 1667430 1.00 5890 00663.3D 11/16/2006 L 6.00 X 12. 1.00 0 Samples FAILED [MEET s ecifi 56 DAY strength requirement at 56 DAYS. Avg==5890 CUlAn� e: L= la =fief 1i racture types: A=cone and columnar, =c lu = is 1, =side, E=double side Unless otherwise noted', samples tested in accordance with RESPEC-1-TULLY SUBMITTED: Consolidated Engineering,James Powers , LAB MANAGER cc: - City Of Cll erti - Building Inspectionear e t CONSOLIDATED ENGfNEERING LABORATORIES,INC. 534 23rd Avenue Oakland,CA 94606-5307 (510)436-7626 DATE OF ISSUE:10/25/2006 COMPRESSION TEST REPORT RPTTO: City of Cupertino allco JC Penneys-Parking 10300 Tor-re Avenue N Wolfe Road --%A Cupertino, CA 95014 upertino,UA OCT ATTN: Building Inspection Department ERMIT/APP 06030076 TILE#: 1020167A 008508 PLACEMENT DATA Placenient# 70 Mix Number 157035 Saniple date 10/17/2006 Strength Spec 6000 psi @ 56 days Total sets : 2 Agg. Size/Src I"/HANSON Material type Concrete Compression Cyl. ASTM C 39 Cement factor 7.50 sack Material Supplier cemex Slump spec 4.00 in Admixture type wrda64 SET DATA Set nuns ber : I of 2 Slump : 4.00 in ASTM.C 14 3 Saniple time 08:55 Air temp 60 deg F Sampled by Perla ern rte Mix temp 5 deg F ASTM C 1064 Ticket/Ti-Lick 82203307/2949 Ah Mold type CYL "n 5 deg F Placenient Location Suspended deck, lines 6- 16 rows B -C,3rd level Sample Location , Row B line 16 Coninients : CYL TEST TEST CURE DIMENSIONS(in) AREA MAXIMUM CORR STRENGTH FRAC # AGE DATE TYPE DIAMETER X HEIGHT (sq. in) LOAD(lb) FACT (psi) TYPE 008508A 3 10/20/2006 L 6.00 X 12-00 28.27 1061310 1.00 3760 008508B 56 121112/2006 L 6.00 X 12-00 28.27 0 1.00 0 008508C 56 12/12/2006 L 6.00 X 12-00 28.27 0 1.00 0 008508D H L 6.00 X 12-00 28.27 0 1.00 0 00850SE H L 6.00 X 12-00 28.27 0 1.00 0 ('Liring Type: L-- lab, F—field Fracture types: A=cone and coluimar, =columnar, C—diagonal, =side, E—double side Unless otherwise noted, samples tested in accordance with ASTM C 39 IZESPECTFULLY SUBMITTED: Consolidated Engineering,James Powers , LAB MANAGER cc: - City of Cupertino- Building Inspection Department CONSOLIDATED l 1 534 23rdAvenue Oakland,CA 94606-5307 1 436-7626 DATE . t.T : 10/25/2006 COMPRESSION TEST REPORT RPT TO: City of Cupertino 7-- c e y - Parking 3 re Avenue y_ . Wolfe Road Cupertino, CA 95014 ,upertino,CAr � Building S ctl Department s. 1 /APP#: 06030076 W 40 << 1020167A LAB # : 008509 PLACEMENT DATA aceme17t# 70 MixNumber 157035 Sample date 10/17/2006 Strengthc 6000 psi c 56 days Total sets : 2 Agg. Size/Src " Material y e Concrete Compression Cyl. ASTM C 39 Cementfactor 7.50 sack 1 teria Supplier : cemex Slumpc 4.00 i l-i-ii x til re type SET DATA Set 17111x] er 2 of 2 Slump : 4.00 in ASTM C143 Sample till-le 11:40 Air temp 78 deg Sampled by Perlaer r x temp 75 deg is etT ruc' 82203342/2983 Ea. Mold type CYL Placement Location Suspended deck, lines 6- 16 rows B -C, 3rd leve Sample ati .7 line C n7177e 17 is : CYL TEST TEST CURE DIMENSIONS(in) AREA MAXIMUM CORR STRENGTH FRAC # AGE DATE TYPE DIAMETER X HEIGHT (sq. 1 (psi) 008509A 3 10/20/2006 . 7 94,550 1.00 3340 008509B 5 112/12/2006 L 6.00 X 12.00 56 12/12/2006 L 6.00 . . 1.00 0 008509D H L 6.00 X 12.007 008509E H L 6.00 C ring J-'y e: L= lab, F== field c r —diagonal, =si e, = siractUre types: =ce columnar, , J ti le s otherwise noted, samples tested in accordancei 3 RESPECTFULLY s i t i ei es Powers, LAB MANAGER cc: - City Of CLIpertino- Building Inspectionr e t CONSOLIDATED ENGINEERING LABORATORIES, INC. 534 23rd Avenue 1. TD Oakland, CA 94606-5307 II (510)436-7626 N6 DATE OF ISSUE:9 4 /6/2006 ■ ......................................................... ■ RPT TO: City of Cupertino RE:Vallco JC Penneys- r ® 10300 Torre Avenue N.Wolfe Road Cupertino,CA 95014 Cupertino,CA ATTN: Building Inspection Department PERMIT/APP#: 06030076 FILE#: CEL#: 1020167A LAB# : 005958 Placement# : 8 PLACEMENT DATA Mix Number 8467 Sample date : 08/02/2006 Strength Spec 3000 psi @ 56 days Total sets : 2 Agg. Size/Src 3/4"/ELIOT Material type Concrete Compression Cyl.ASTM C 39 Cement factor 5.00 sack Material Supplier cemex Slump spec 4.00 in Admixture type wrda64 SET DATA Set number I of 2 Slump 4.50 in ASTM C143 Sample time : 09:00 Air temp 80 deg F Sampled by: Peter D.Unpingco Mix temp 82 deg F ASTM C1064 Ticket/Truck 1020137A Mold type : CYL Placement Location: Shear wall,grade beam footing,colunm footing,(B/12,13,15,19,21,23,25),(30/D.3,B.7),(26/D.3,E.7)3(G/23525,27528)9(C/2O.j2l327529) Sample Location: Same as above Conunents CYL TEST TEST CURE DIMENSIONS (in) AREA MAXIMUM CORR STRENGTH FRAC # AGE DATE TYPE DIAMETER X HEIGHT (sq. in) LOAD(lb) FACT (psi) TYPE 005958A 7 08/09/2006 L 6.00 X 12.00 28.27 565520 1.00 2000 005958B 28 08/30/2006 L 6.00 X 12.00 28.27 82260 1.00 2910 005958C 28 08/30/2006 L 6.00 X 12.00 28.27 80760 1.00 2860 005958D 56 09/27/2006 L 6.00 X 12.00 28.27 0 1.00 0 Curing Type: L lab,F field Fracture types:A=cone and colurtmar,B=colunmar,C=diagonal,D=side,E=double side Unless otherwise noted, samples tested M' accordance with ASTM C 39 RESPECTFULLY SUBMITTED: Consolidated Engineering,James Powers,LAB MANAGER cc: - City of Cupertino-Building Inspection Department CONSOLIDATED ENGINEERING LABORATORIES,INC. 534 23rd Avenue Oakland,CA 94606-5307 (510)436-7626 DATE OF ISSUE:9/6/2006 COMPRESSION TEST REPORT RPT TO: City of Cupertino RE:Vallco JC Penneys-Parking 10300 Torre Avenue N. Wolfe Road Cupertino,CA 95014 Cupertino, CA ATTN: Building Inspection Department PERMIT/APP#: 06030076 FILE#: CEL#: 1020167A LAB#: 005959 PLACEMENT DAT.A Placement# 8 Mix Number 8467 Sample date : 08/02/2006 Strength Spec 3000 psi @ 56 days Total sets : 2 Agg. Size/Src 3/4"/ELIOT Material type Concrete Compression Cyl.ASTM C 39 Cement factor 5.00 sack Material Supplier: cemex Slump spec 4.00 in Admixture type wrda64 SET DATA Set number. 2 of 2 Slump : 4.00 in ASTM C 143 Sample time : 11:15 Air tenip 81 deg F Sampled by : Peter D. Unpingco Mix temp 83 deg F ASTM C1064 Ticket/Truck: 13222520/3018 Mold type : CYL Placement Location: Shear wall,grade beam footing,column fo • 329) Sample Location: Same as above Conunents : CYL TEST TEST CURE DIMENSIONS(in) AREA MAXIMUI\4 CORR STRENGTH FRAC # AGE DATE TYPE DIAMETER X HEIGHT (sq. in) LOAD(lb) FACT (psi) TYPE 005959A 7 08/09/2006 L 6.00 X 12.00 28.27 58870 1.00 2080 005959B 28 08/30/2006 L 6.00 X 12.00 28.27 803910 1.00 2860 005959C 28 08/30/2006 L 6.00 X 12.00 28.27 781080 1.00 2760 005959D 56 09/27/2006 L 6.00 X 12.00 28.27 0 1.00 0 Curing Type:L=lab,F=field Fracture types: A=cone and columnar,B=colunmar,C=diagonal,D=side,E=double side Unless otherwise notedsamples tested in accordance with ASTM C 39 RESPECTFULLY SUBMITTED: Consolidated Engineering,James Powers, LAB MANAGER cc: - City of Cupertino-Building Inspection Department