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51204"Od �� I >t.' . Lot No. No. Street fl APPLICATION FOR -BUILDING PERMIT CITY OF CUPERTINO File No. s� -L49'ie Sanitary No. 0 S' -s d Date 196 Application is hereby ma story, Type S X: 'L to be occupied only as in accordance with Plot Plan, Plans and Specification filed herewith„ Estimated Value of Improvements3G_ $ ' FEE$ O� Plon Check $ Dwr-er G./ Address Q :ontr. Address-+�- State License 02 -r-44 Approved APPLICATION FOR ELECTRICAL PERMIT Date L 196 4L FEE$ Contr, �/ /` � ✓ Address a 6 i�Com*+ I/Z lam! Phone " 7 % ' 7,,.P 9� 1 State License 2tf % i_6 Approved WILLIAM D. SENEVICIi APPLICATION FOR PLUMBING & GAS PERMIT Date L 196 L GAS FEE $ 1 PLUMBING FEE $ a 3 1� :ontr. Address Phone 5 'j / State License Approved APP CATION FOR APPLIANCE PERMIT...,- / Dara / 196 FEE$ :ontr. Address Phone State License / ) 42 p Approved _ (�• �• / Applicants agree not to violate any of the Workman's Compensation Laws of the State of California l Jv UvHc� t r RECORD OF INSI FOUNDATION ZL UNDERFLOOR, FRAME LATH & PLASTER _ FINAL —d-9 OUTLETS SWITCHES RECEPTACLES FIXTURES H.P. CHARGE PERMIT FEE TOTAL FEES 'ION APPROVALS `7v yQ. BUI;L.DING., Date Ins_oector LROUN RICAL erSERV E S U ED t� Inspector RO f Ua SO �oR DInspectar FINISH WIRING e Inspector FIXTURES ^� Inspector Motors `^ o e I Spector FINAL v Date Inspector , PLUMBING & GAS WATER SYSTEM I SIZE FEE TERIAL UNITS TOTAL FIXTURES. CIRCULATING HEATERS UNDERGROUND — FIXTURE FEE REGISTERS PARTIAL ROUGH MAIN DRAIN FEE BLOWER FURNACES R 01.1 GH COMP LET COMBUSTION VENT to s for STORM DRAIN FEE SUSPENDED UNIT MAIN DRAIN _6p MISC fe for WATER SYSTEM FEE GAS RANGE GAS PIPING MISC Date ctor ;nsp GAS PIPING FEE GASVIYER,., FINAL • PERMIT FEE Date Inspector PERMIT FEE MISC TOTAL FEE Date Inspector TOTAL FEE MISC Vate Inspector APPLIANCE TYPE OF APPLIANCE UNITS FEE TYPE OF APPLIANCE UNITS FEE CIRCULATING HEATERS REGISTERS BLOWER FURNACES COMBUSTION VENT SUSPENDED UNIT MISC GAS RANGE MISC GASVIYER,., PERMIT FEE FLOOR FURNACE TOTAL FEE INSPECTED Dote Ins no ctor 0. BUILDING INSPECTOR'S CITY OF CUPERTI 0 Sewer Connection [Plumbing Final Bldg. Dept. 0 Office Copy 0 I:FICE Sanitary Permit No. _4>10.5.3 ...... • Plumbi fig Permit No. 51Z .... . ...... LotNo------ .......................... Owner or Tenan*'t --- v .......... ....... .......................... At--- -------- A)DR7W ------ ------ 4ve -------- ............................ .. Tract .... Y" ------ - Colave; -X4 ........ vU�?.a ----- A . r ................. Date'Connected------------------------------------------------------ -_--_-------- // ------- 191?... ...... Date Final .... .................................................... ........ F.- 1914.9f_.,._- --- ----- --------- —, ------- . ............ PLUMBING INSPECTOR 111 12/66 -IM TIMBER ENGINEERING COMPANY RESEARCH AND TESTING DIVISION TECO 6495 College View Road 1144 State Farm Drive E5 Eugene, Oregon 97403 Santa Rosa, California 95401 (503) 746-8471 (704) 546-5501 CERTIFICATE OF CONTINUOUS FABRICATION INSPECTION OF STRUCTURAL GLUED LAMINATED TIMBERS ALL OF THE STRUCTURAL GLUED LAMINATED TIMBERS WERE CONTINUOUSLY INSPECTED BY THE UN- DERSIGNED DURING FABRICATION AT THE LAMINATING PLANT REFERENCED BELOW. FOR: Convenience Mart Blaney Avenue Cupertino, California Goodwin Be Steinberg Architect Stuart 0. Vaughan Engineer CH Building Service Buyer FROM: Summerbell Structures Lamintor Seta Rosa, California G8 -717-E SPECIES: Coast Region Douglas Fir GRADE: WCLA Combination 'At .. WCLIB Rules #15, Par. 154 a,b,c MOISTURE CONTENTS: 7% - 12% at time of gluing (5% max. var. ) GLUE TYPES: Phenol Resorcinol (EXT) MIL -A -397B APPEARANCE Architectural .. End Sealed GRADES: Individually Wrapped I certify under penalty of perjury, that I have read the above report and know the contents thereof; that all of the above statements are true and that I know of my own personal knowledge that the work covered by this report has been performed and materials used and installed in every particular in accordance with and in conformity to the duly approved Plans and Specifications therefor; and that these timbers meet the requirements of UBC Standards 25-10, 25-11 with adhesives conforming to 25-19. Certified by ww& Walter Meyers _----- Date: --_- 1_ 1.8/---- Inspector TIMBER ENGINEERING COMPANY 69-105 CONTINUOUS INSPECTION DATA CARD DAT[ 3 J49 T�E CSO JOB a (0 9 - l o APPLICATION p Ambient : OS �o RM __.2 I Time ZZ B� BUILDING COO[ o — o FABRICATION EPIC. •i CL../7 ��0 D RALL6S S �� T Q b C Certificate Lumber Bureau Grade(s) j �..C�18r s , Temperatures ; o Time; 0 Ind Joints : n Pro Assembly Type; i�L/41 �C/4 R Slope; -L_ t �'[^ . Dowal X glued E] glued CK 52sE] Separation ; Cure ; Room tomp a Elevated tomp R F Oleo 2 Coselw (INT) Phenol Rosorcl of (9#T) ® Other Mlfg'r i C A0 - N? i Batch ; - Component tomp; c !/✓ Mix temp at spreader; -!t8L,o e Cure Curing times; 9S Vi temps; 240 Time; IN N►eF : /39Z EMU ,: _ . :....: r��PMn _ .. FM _ ."NNW .�Vrr-ar. Pon. M MMMOM W0�=1MarMMwW IMENIN MNeM EMMINIMMIN iNNi MiiMii i�MiiiM'IN IN N►eF : /39Z CONVINUOUS INSPECTION DATA CARD DATE: roes 09- aS APPLICATION / Ambient :G- OD- 0 RN . � Time :2o BUILDING CODE i _ e _ % 0 — X FABRICATION SP5C. W— L.4 194 -: 3 � Lumber-6rC.r.I/ls.t. BYreOY Grade(s) ; Wic Terwperatures;5� Time;9 0 and Joints : n Pre Assembly Type ; /�L/¢ /Al SCl4RSlope; Dowel ® glued El Blued ® S2S El Separation ; Cure ; Room tern' Q Elevated temp Glue Caf•In (INT)Phenol Resor of ( JIT) Mf11�r; O- N! ; Batch ; F 'S Component temp; I?e. IAI Mix t•rnp at spreader; Cure Curing times; g�Rs tamps; 700 WF Other 0 Time; • �0 MBF : 3 3 0 ANNE W� W=W"W VWW1FMF WAMOM, MMRR- TOM, NIrMON�MMMMWMMMM mmmm �oM0WMMWM WME om mmm MI NIM moi aiiii� ©W=M ��MWOM MBF : 3 3 0 I ,� _1. �: . :.: 1 'I.. - 1 . J - : A -a y .i1- , t, ,l 5. 3t_ : ,,! 7 - - .. 1• ��: - - - - - r r' g' y..:. t• v� �`]' • tt .ir ti - - < - -, _ - .�f - •c•.. t. y :Ari 199^. I :a � ,S F,, l 4:' �J i, Y �', ;. �t r , ' 4' • i 'M . - r •. b � _ . ':w d{. :,%.. <`�11'- 7:.4 1. .l•, "i' `.4, :7�/d ad :.,..prep `. :"... _ f ; i V1rt f v{•' � �\ •gip 4 LA (Z's V�a V 'tel i r' ;�.� CROSBY & ASSOCIATES 384 CAMBRIDGE AVENUE PALO ALTO. CALIFORNIA 327.7930 CIVIL ENGINEERS GEOLOGI STS File No. 1261 October 30, 1968 Mr. F. Dennis Burrow 644 University Los Gatos, California RUN OCT 3 1 1968 BLDG. INSPECTrON DEPARTMENT CITY OF CUPERtINO Subject: Speedee Seven -Eleven Site Blaney and Stevens Creek Boulevard, Cupertino SOIL .INVESTIGATION Gentlemen: At your request and authorization we have conducted a soil investigation at the subject site. The purpose of this investigation has been to determine the stability of the site to support the proposed construction. In addition the site had apparent fill and it was desired to establish the thickness of this fill. Two test borings were advanced using a truck mounted drill rig. These test borings were advanced to depths of 15 feet and were logged by the super- vising engineer. The results of these borings are graphically reproduced on the accompanying logs of test borings. The borings encountered an upper layer of loose fill material which consisted of a mixture of various imported soils. Below this depth in both borings are Sand and Gravels to a depth of 15 feet below grade. The material is very dense and only slightly moist. Prior to construction the site must be properly stripped to a depth of 1 foot below existing grade. This material may be utilized as fill if needed providing it is placed in accordance with the recommended grading specifications. The material used as compacted fill or the natural ground below one foot will provide an allowable bearing capacity of 2500 p. s. f. This value may be increased by 1/3 for seismic or temporary loading. The recommended foot- ing is a continuous perimeterplaced a minimum of 12 inches. Adequate rein- forcing must be provided top and bottom of all footings. -2 - The surface soils are non -plastic and therefore are non -expansive. Slabs on grade construction is feasible providing certain precautions are taken. For slab on grade we recommend the following section be used: 1. prepared subgrade, compacted to 90% 2. 4" crushed rock 3. visqueen or similar moisture barrier 4. Minimum 4" reinforced concrete Slabs constructed in this manner will prove satisfactory. All roof drainage must be directed away from foundation areas. Ponding of water adjacent to footings must not be permitted. Pavement sections have not been within the scope of this report. However, we recommend a minimum of 2 " AC over 4" base rock (C-2). The recommendations of this report are based upon the assumption that the soil conditions do not deviate from those disclosed in the borings. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, Crosby and Associates should be notified so that supplemental recommenda- tions can be given. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommen- dations contained herein are called to the attention of the Architect and Engineers for the project and incorporated into the plans, and that the necessary steps are taken to see that the Contractors and Subcontractors carry out such recommen- dations in the field. Should you have any further questions, please contact this office. Very truly yours, CROSIBY AlIW ASSOCIIAYIES Jan J. Wellhausen CJo K. Crosby C. E. 13063 JJW/mk Copy: City of Cupertino Attention: Mr. Benovich REMARKS JOB NO. 1261 NA mc Speedee Seven -Eleven DRILLING METHOD BORING NO. 1 4" fli ht aufzer SAMPLING METHOD SHEET OF 2" hydraulic push WW QW 3� o Z x F �VN1 U' F OaW p2a Zf� W Z Q o W FF Q63+ NZ} 0Q� uvt W M JW �� <=> F x W W4 0Z x Qw `"0 SURFACE CONDITIONS f i 2 -3 4 6 S.o•n 9Same 10 3 6- 7S7- 8- 9 .1 :do:b• • eo.o .o, o°:Oo �� p.:0:0 °.O:Od . ° 6 O o o. a, °. O po °' 1'0:'.(0 o °:•O;p RoQ'O(. Y O•e. l 0:•• ' O:eoC eoQ.a o:o ;oC 0 ill - primarily sand ravel dry,loose Natural ground, very firm SANDY GRAVEL dark brown becoming very firm light yellow brown SANDY GRAVELS Boring Terminated Crosby & Associates REMARKS JOB NO. 1261 NA ME Speedee Seven -Eleven DRILLING METHOD BORING NO. 2 SAMPLING METHOD SHEET OF �W > 3� z ZnWW � In U' W }~ ZZ cro oar 7n oWa ZOO)�Z D�3 ��y Ozo� W bi JW HW am U n. Q� oz _ J= a `�� SURFACE CONDITIONS 2 3 4 5 6 7 8 9 10 2 3 4 - 5 6- 7- 8 78 9 o:p.p•o< ,po ,o•, �•:.o °o� o ` :O: • oe . -T, 0 ° _0ooa.- ob•o °oop. foo.$ .o 0 .o.g ,.00' e 0:° �.. o p:SANDY a 00:0:.• �� o ? o Qoo0.(j o oo.p:4 b: moo. 0000- .,00.g 0W. °. o.. o. o •po. ri. o•O Fill - primarily sand ravel dry,loose. Natural ground very firm SANDY GRAVEL dark brown becoming very firm light yellow brown GRAVELS Same 'Raring Crosby & Associates