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5117311000 N. WOLFE RD 51173 F HEWLETT-PACKARD SCANNED BOX # 720 11000 N. Wolfe Rd. LOT NO. R CITY OF CUPERTINO APPLICATION FOR BUILDING PERMIT SANITARY NO FILE NO. 51,173 DATE 10-30 19 79 Application is hereby made for a permit to install 0-story, type to be occupied only as Blockwall (.(i -417-e %<1n/K in accordance with plot plan, plans and specification filed herewith. ESTIMATED VALUE OF IMPROVEMENTS $ 300,000 FEES 487.00 PLAN CHECK $ 97 OWNER Hewlett-Packard ADDRESS PHONE CONTR, Rudolph-Sletten ADDRESS 1023 Stierling Rd. MV 94042 PHONE 961-0610 STATE LICENSE 198069 APPROVED Angelo Leber CZ BUILDING INSPECTION RECORD DATE INSPECTOR DATE INSPECTOR FOUNDATION FLOOR STEEL i 2 w4 11 5teel -7-]Q C PRE-GUNITE FRAME BOND BEAMS LATH WALLBOARDS - INT. 8 EXT. Qf e�l Q 1=-f7 7 FIREWALLS MEMBRANE LANDSCAPING y2-d0= C F.M.O. INSPECTION `e Ih - i idCr L2 -_IS- FINAL BLDG. UNDER -FLOOR TIEDOWNS -MISC- DIAPHRAM$ )D 7iVQ tAb S �Z MOORE BUSINESS FORMS INC LA Alk ML ELECTRICAL INSPECTION RECORD RESIDENTIAL DATE INSPECTOR COMMERCIAL DATE INSPECTOR I UNDERGROUND ROUGH UNDERGROUND ROUGH g- ROUGH WIRING ROUGH WIRING FINISH WIRING FINISH WIRING FIXTURES INTERIOR FIXTURES MOTORS EXTERIOR FIXTURES FINAL MOTORS FINAL MISCELLANEOUS INSPECTIONS I I I I I I I PLUMBING INSPECTION RECORD HEATING & A/C INSPECTION RECORD DATE INSPECTOR DATE INSPECTOR BACK FLOW REQUIRED UNDERFLOOR S.M. I BACK FLOW INSTALLED DUCTS & INSULATION UNDERGROUND ROUGH FLUES & COMB. AIR I PARTIAL ROUGH CONDENSATE DRAINS I ROUGH COMPLETE FINAL APPLIANCE ROOF DRAIN & LEADERS MAIN DRAIN FINAL GAS FINAL PLUMBING CITY OF CUPERTINO N d APPLICATION FOR BUILDING PERMIT �rr�j FEEc24 Z Z at AP ��63J , �. Be D19ilding Per. No. '��� �-3 YO Sanitary Per, No. KLL Al 3 v Application i{:�hereby made for a permit to P, x0 a� y s� ry, Type '� Structure 0 to be occupiedd�anly as��k r Jgce / 0A,;'C•' /� - in accordance with a Z Plans, Specifications and Plot -Plan filed herewith. x Estimated Value of Improvements, $_� 0 �; • � < ,BaC• PI Ck Fee $ 1 1 O O It is hereby agreed that the requirements of the Q-p Fee $ � of Cupertino Building and Zoning Ordinances and all 3 Z a other laws applicable to the construction, location, and Total Fee $ , So use of buildings within the City of Cupertino will be -Z complied with. 3 o _a w Z z w w OWNER PHONE /633 �xa DDRESS STD-e�:_ d� � 1 o U _ V CONTR. OR AGENT 'W-06/0 /cci 69 AD SS PHONE T` SAE L�� ICENSE Btl DING INSPE TOR v C/ Q LA �/D LOT NO.— NO. ST IS CITY OF CUPERTINO APPLICATION FOR ELECTRICAL PERMIT Nov Permit No. Dote // /� , 197Z-11, Fee S 1 Application is hereby made to the City of Cupertino for a permit to install electrical wiring and/or fixtures as listed on the reverse side hereof, and agrees to install said wiring and/or fixtures in accordance with the provisions of the Electrical Code of the City of Cupertino, and all other laws applicable thereto. A Use of /ram Work To Be Performed Pramises/%��/Lfl�� tGt4°9 Owner Phone d 5`3 '—//Om'o 1 State License �` ��� Approved Electrical Inspector I AGREE I WILL NOT VIOLATE ANY OF THE WORKMEN'S COMPENSATION LAWS OF THE STATE OF CALIFORNIA. ® c. ITEM NEW RPL FEES Number of Outlets Number of Switches Number of Receptacles Number of Fixtures 1 Ranges or Ovens K.W. Size of Main Service =� N ' Number of Meters Number of Panels Jjge Transformers Dryers Motors: H.P. Phase o3 , 6O H.P. Phase H.P. Phase Power Poles Misc. Permit Fee H.P. Charges Total Fees 0, 0 TECHNICAL ANALYSIS, INC. 1578 Stubbins Way, San Jose, CA 95132, (408) 259-6800 Aug 8, 1979 Mr. A. Leber Building,Department City of Cupertino California RE: Hewlett Parkard Bldg. 42; Job No. S79-7-6 Dear Mr. Leber: i The structural plan checking for the referenced project has been completed. Comments are as follows: 1. Add note to specify water -proofing concrete to be used for the tank. 2. Provide top steel in footing at wall. 3. Provide calculation to support the design of tank foundation. 4. Confirm the structural design adequacy of the vault when the tank is full of liquid. 5. Confirm surcha•ge loading to vault end wall. 6. Put soil data on plans. 7. See remarks on the drawings. Very t ly yours, Paul K. Tai, President l PKT/pt UL. I 5 W H F W 4P TrA441/ V� �1/Z3/7 y STEEL SPECIFICATION FOR STANDARD HANSON PRE -CAST MANHOLE 60" DIAMETER 8 " 1950lbs. 60" INSIDE DIAMETER VERTICAL SECTIONS machine tamped I a.I1211 1300 lbs. K ee 1 ° e • e e 7 242600lbs. I 30° 3250lbs. e d G 0 n 36° 39001bs. e •, e • e e Lill-1p HANSON -,,(- ETE :PROD j-,j - 999 NORTH 'MAIN.STREET of - MILPITAVCALIf: 95035 KEYSTONE STEEL & WIRE COMPANY DIVISION OF KEYSTONE CONSOLIDATED INDUSTRIES. INC. Santa Clara Plant 651 Walsh Avenue Santa Clara, California 95052 April 9, 1971 '.t Hanson Manufacturing Company 999 N. Main Milpitas, California „ Attention: Mr. C. Hanson Gentlemen: Confirming our telephone conversation this is to certify that all of our Plain Welded Pipe Fabric is made to ASTM Specification A-185, Very truly yours, KEYSTONE STEEL & WIRE DIVISION OF KEYSTONE CONSOLIDATED INDUSTRIES, INC. SANTA CLA PLANT a CWJ:CH C. W. erger Industrial Sales S�NO H� VEL KAISER CENTER, 300 LAKESIDE DRIVE. OAKLAND, CALIFORNIA . 94604 • TELEPHONE: 171-2211 EXECUTIVE OFFICE5 April 23, 1971 HANSON PRODUCTS 99 North Main Milpitas, California 95035 Gentlemen: The folloiwng are compressive strength test results. Lab Date Age Compressive Strength No. Cast Total Load PSI 1971 Mix Criteria and Location in Structure 34-1 2-3 7 144,000 5160 --- 2 7 146,000 5240 --- 3 " 28 178,000 6380 --- 4 " 28 190,000 6810 --- 5 " 28 193,000 6920 --- If you have any questions or if we can be of further assistance to you, please do not hesitate to call. PK:pt Very truly yours, KAISER SAND 6 GRAVEL Division of Kaiser Industries Corporation ie �/ 0 Paul Kraii, Supervisor Concrete Laboratory Ta�..;.,.�,r:. SANG 6. GRAVEL KAISER CENTER. 300 LAKESIDE DRIVE. OAKLAND, CALIFORNIA • 94604' TELEPHONE: 171-2211 EXECUTIVE OFFICES HANSON MANUFACTURING CORPORATION MAY 3, '1971 999 North Main Street Milpitas, California . Y. •r l� Gentlemen, _ We hereby certify that our Felton "0" Concrete Sand and our Radum l/4 x 1/2 Gravel complies with ASTM Designation: C-33-67, "Standard Specifications for Concrete Aggregates." }_L: Very truly yours, KASIER SAND S GRAVEL Division of Raiser Industries Corporat n t 7 Milton A. Marquard Director of Quality Control MAM:pt MfETALFAB 1650 GRANT STREET PHONE 243-4640 SANTA CLARA, CALIFORNIA 95050 HANSON MFG. CO. w,y. MAY 3, .1971 999 N. MAIN ST. a ' MILPITAS, CALIF. SUBJECT: Certification of Manhole Step Material Gentlemen: This is to certify that all material used in the manufacture of wrought iron steps for your company are made from A207 genuine wrought iron and galvanized in accordance with standard galvan- izing procedures. We further certify that all mild steel steps made from deformed bar are made from Grade 60 Structual and galvanized to the above specifications. Tours very truly MET J.M. aravagna _ RI NNE & P E T E R S 0 N JOB NO, 3 SHEET No, / STRUCTURAL ENGINEERS • BY DATE Ile / /, �000 D Via/ 6�FR/ 7�2r>C ,77 f or 1.75 C�� aa/4re) f�Q<,/e le�- L17H fo/ J/iear., Al &I MAY) el;eb-fff"all f G-�;l fit/ 7, � all 10 r iilllX Q Cv r /ai/JAIr �(o'CC inii7 O , //e'- in .rl&v(e m//g d " OFl7E�'�I0/7 u u OCT 2 9 1979 BLDG, INSPECTION DEPARTMENT CITY OF, CUPERTINO - STEEL SPECIFICATION FOR STANDARD HANSON PRE -CAST MANHOLE 1/4" HOT ROLLED ROD CONFORMING TO ASTM A-15 WELDED AT 4" CENTERS TO 5 VERTICAL 1/4" RODS 4-5-9 (2x8 SPACING) WELDED PIPE FABRIC CONFORMING TO ASTM A-185 60" DIAMETER Al SECTION NCENTRIC JG TO L� ,iJ 41 29 1979 CTION DEPARTMENT if CUPERTINO CI 11k11(olL111;»I J'kill I 60" INSIDE DIAMETER VERTICAL SECTIONS machine tamped i 1211 1300 lbs. ° 18° e . JA • e e 24° j 30Al ° e ° 36�� A e . e ° • e e 1950 lbs. 2600 lbs. 3250 lbs. 3900 lbs. � HANS.ON wCONCRETE PROD F n� _999:.NORTH:MAIN'STREET;4j;?,_tMILPITAS;CALIF;95035 ® � e KEYSTONE STEEL & NVIRE COMPANY DIVISION OF KEYSTONE CONSOLIDATED INDUSTRIES. INC. Santa Clara Plant 651 Walsh Avenue Santa Clan, California 95052 April 9, 1971 Hanson Manufacturing Company 999 N. Main Milpitas, California Attention: Mr. C. Hanson Gentlemen: Confirming our telephone conversation this is to certify that all of our Plain Welded Pipe Fabric is made to ASTM Specification A-185, CWJ:CH Very truly yours, KEYSTONE STEEL E WIRE DIVISION OF KEYSTONE CONSOLIDATED INDUSTRIES, INC. SANTA CLA PLANT C. W. erger Industrial Sales ' KAPS H SAIVL7 & GRAVEL M115ER CENTER. 300 L11tESIDE ORIVE. 01NLGND. C.LIFOFNI/ • 91601 • TELEPHONE: 111-3111 EXECUTIVE OFFICES April 23, 1971 HANSON PRODUCTS 99 North Main Milpitas, California 95035 Gentlemen: The folloiwng are compressive strength test results. Lab Date Age Compressive Strength Mix Criteria and No. Cast Total Load PSI Location in Structure 1971 34-1 2-3 7 144,000 5160 --- 2 11 7 146,000 5240 --- 3 of 28 178,000 6380 --- 4 " 28 190,000 6810 --- 5 28 193,000 6920 --- If you have any questions or if we can be of further assistance to you, please do not hesitate to call. Very truly yours, KAISER SAND & GRAVEL Division of�Kaiser rIIndustries Corporation Paul Kraii, Supervisor PK:pt Concrete Laboratory ( SANG 6 GRAVEL KAISER CENTER, 300 LAKESIDE DRIVE, OAKLAND, CALIFORNIA • DAKOL • TELEPHONE: 171-2211 EXECUTIVE OFFICES HANSON MANUFACTURING CORPORATION MAY 39 "1971 999 North Main Street Milpitas, California Gentlemen; We hereby certify that our Felton "0" Concrete Sand and our Radum 1/4 x 1/2 Gravel complies with ASTM.Designation: C-33-mO, "Standard Specifications for Concrete Aggregates." a ,- Very truly yours, KASIER SAND 6 GRAVEL Division of Kaiser Industries Corporat on Milton A. Marquard Director of Quality Control MAM:pt .. .•............... METAL FA31 t 1650 GRANT STREET PHONE 243-4640 ` SANTA CLARA. CALIFORNIA 95050 HANSON MFG..CO. MAY 39.1971 999 N. MAIN ST. MILPITAS, CALIF. SUBJECT: Certification of Manhole Step katerial Gentlemen: This is to certify that all material used in the manufacture of wrought iron steps for your company are made from A207 genuine wrought iron and galvanized in accordance with standard galvan- izing procedures. We further certify that all mild steel steps made from deformed bar are made from Grade 60 Structual and galvanized to the above specifications. Yours very truly _ JS� J.M. aravagna RI NNE & - _ P E E R S O N _ J03 NO, � 9 SHEETN0, � STRUCTURAL ENGINEERS • BY DATE Flo;' :� ✓> , .� 2, 2 / /, (Oo D 6a/ /if kl %ar; Q iya6/e pr fa/' .1"or:' f1d &/ /=//•S c %%HOC . .Z7S 2G-k;l jw 7a/JE 07' 10 r 41d e Q = Cv r 47M 1141'i' lllin/% o a/. p , • .�7 711 , /5 x 44' _ 1. O " % D261W in ,rl&ve A1//) d " ,FIIACIIV71'e 0 �� OCT 1919i9 BLDG.ON MENT y OF RINNE &.PE;T4*SON STRUCTURAL ENGINEERS r'l 41, Z,/z JOB NO. SHEET NO1, f/' BY DATE -51 4�t- /-,o 041 1 t.. ve: � 40, ea, OCT 291979 BLDG. INSPECTION DEPARTMENT CITY OF CUPERTINO RI N N E 8 P E T& S 0 r; N JOB No, :ARK% SHEET N0, STRUCTURAL ENGINEERS BY DATE' �� 7 � r � ,iJ 119 • 1�e' ,� ;�7 i ''O� /i Eq AGE vf.� = •�O s -i9 - R I N N E& P E T S 0 N JOB M SHEET NO. STRUCTURAL ENGINEERS BY <=' DATE ;/-19 1.21 i. 115 f' •iI%ll _.//%-.��,% Yt.d% . l i f 6p -i .� �, ; .;r f 6 -s . / 9 �G✓,;fit. 7i ;� „�j/ �' w .�; /G � i� i � f:. _ 42 116-1-1;7 16"41C /Z Qr . RINNE 8 PET S0N STRUCTURAL ENGINEERS az ILI vallr.: II JOB NO,.SHEET NO, BY DATE eel. 0 LS cro /I tuo 4 r-o 4 (Ag fij// 7, Cd12 1-14(&l A -rl�'b 01; OF I I R I N N E 8 PETOS0N STRUCTURAL ENGINEERS h /% c JOB N0, SHEET NO. BY DATE. O� � l _I G %Gr" U/�/� �OQC/:'•,� �94/I �6/'J � t'Yf lO4/�f 5G /o,G7• 9� • 9Y s/�/.Z CC RIANE & PEARSON STRUCTURAL ENGINEERS .J JOB N0, SHEET NO, BY DATE/ 1-2 �7 O• F. �Qc/g, � I D:F �fw vo//r - , 4 CioJr mil/ I S �4Giz ew4IMir - /1 /f rID% 1�D� r1 iz r �F 3 ' . y/jz.e rOle .,?. A CCi>>[r• en < CrVJr Oro J-D/ ,�. / F• �Grt '�dC /z �yP CD/1 � i�!/O/itr /IO af�/rCP' � iirt°erJ Cor'ire� t . !IG/�/ �QC /Z G/�F�r�G�1%%� y Ci/he�� ✓�1e<vh dZ4 jbQ a4dGgr'. .14 KEY .v4 wtv ste�f 2 rnra,� �on i�� < Co�ilei'S 7d@/Z 6.w. Lj1i��) U n O,lr /ol uH7, J U L 27 1979 BLDG. INSPECTION DEPARTMENT CITY OF CUPERTINO mh�1 ml aoawo marl lio r� G RFNNE & P E A S 0 N STRUCTURAL ENGINEERS f71P dr2 ,�rr6 ol N.I JOB NO, SHEET N0, BY DATE r C� 4) hC ✓ y /a.G7• 9� 9-Y .4 26.1 yG 21 a C •4� -90 /.o •A • � I ZV' Y �s /ff,3 f I z/. B 32, v 9_ A'g2 R: NNE & P E 4 S 0 N STRUCTURAL ENGINEERS 1/1:2 ry o7nG JOB NO. '� SHEET NO BY �� DATE t f� i3 Q) _ j 6( a S 0 o Z i Ej of ! �, ��,t Q -� - �j 4r c 40 ° llef e/= 6 R'INNE & PE RSON STRUCTURAL EN,CINEERS JOB NO. SHEET NO. BY DATE d y , I�GGGG-Gt cti',cQ Gov ✓' � /� Hoe 1/7/1 GQ. /0 9 ovci Eq . /eE vim. = ' za -/9 I RI NNE & P E A S 0 N STRUCTURAL ENGINEERS JOB NO. %1 SHEET NO! BY DATE e2 Gar l0 14 yjo aw M Z� Z-� = N Ce July 31, 1979 City of Cupertino Planning Department 10300 Torre Avenue Cupertino, CA 95014 Attention: Kathryn McKenna Scott Subject: Hewlett-Packard Company Building No. 42 - Fab 3 Dear Kathryn: EHRLIC- ROMING '� D AANNINIG D D It was a pleasure talking with you last Thursday about our project with Hewlett-Packard. Your rapid action in allowing Hewlett-Packard to submit plans for a building permit is greatly appreciated. The concern you expressed for the replacement for disrupted landscaping and the addition of new land- scaping due to construction was mentioned again to the Hewlett-Packard per- sonnel at the site. They assured me that they will have their own landscape maintenance contractor finish the areas landscaping once other construction is complete. The amount of replanting was small enough that Hewlett-Packard preferred not to include it with the rest of the work. A perusal of the entire site gives one the impression that Hewlett-Packard is concerned that their outdoor environment be the best for everyone. Hewlett- 77 [!Packard has asked that I write you with the assurance that the area north of Building 42 on the corner of Wolfe & Homestead will be completely landscaped. If you have any further questions, please do not hesitate to call. Very truly yours, NT LENHARD KL/jfw cc/ Alan Hunter, HP Corporate Construction George Kaposhilin, HP Division Cupertino Wally Wong, HP Division Cupertino 2470 EL CAMI NO REAL, PALO ALTO CA 94306 (415) 328-8600 RI NNE & P E TORS 0 N JOB No, •� SHEET NO. / STRUCTURAL ENGINEERS BY DATE /�GGt� �l 'G•r ri� QZ M;l CZc-u� cF ��2P _ .. I I � /� // /(// fY(Cs�• / �G ~ SIC ✓ '_ .rC� .l.6JP .� r"rta:loc • . 0'f' Ceni<� Jrhu vol/r �'4Grz, fur I CrOIJ ruO A// Go/t ��� �'4C /� (d:.G/Fq' dy iQ�o»y ar ✓l�otrl�'1 ) k �/'i�e�"t , !iQ'C/ �Q� /Z G/iF��ny%� y C�he�C ✓�Jc�v� wa! /Z marvel -o &"(e %/Q6 --"VC /Z 6, w. D J U L 17 1979 D BLDG. INSPECTION DEPARTMENT CITY OF CUPERTINO I.G. !.LCG i•f�'•L $r_r �� YEY f�L NGV Jd �a�dcu{� .rfote i,.� i,F ,r'ew RI NNE & PETEERSON STRUCTURAL ENGINEERS ey JOB NO, SHEET NO, / BY DATE � aZ? �C_C�GZl.G<-GCe � s 7-G-cvr� I ------------- �d N 1 r C /L fG!' 111�/� /OIII�%:� �94�7 �IO�J � P�7`• C(JO/�r o 5G /04? & : I Q/. Q 3/•ez .1i 9 L r RI NNE & PETORSON STRUCTURAL ENGINEERS JT/ JOB NO, '� SHEET NO _ BY DAT ;' Q/,;?7 • /QGGLGG! ����[f aid l.� f •Dz o, _ ,�� � �D 2 %✓Q j ' Z 0 U 73 •• i /9 _ 47' ,r>/ ,71 4�p vZ� 1 b' Ct�ri1 it �. &12 Gf _.dam/ /j 2) ,1) . ¢) - RI NNE & PETIRSON STRUCTURAL ENGINEERS v �f L% ✓ i JOB N0, SHEET NO. BY DATE �` 5 0171Vs — fir, 71 fiq �• Q - ��22-_QD/7•_ 9�� 4 � � � �''/ `y vt• 9i NIX /�0 0 , lZ j �� . 1. 55' - 2 • a 1 ,���� 'r /ni%1 rEriJ.�' /D J RI NNE & PE RSON STRUCTURAL ENGINEERS J1I� JOB NO, / SHEET BY J/ DATE 7y �C CGLL GG GG L//�-vYs-c_P 4= /-O �0 wA 100 m