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S 3298APPLICANTTO FILL IN INFORMATION WITHIN RED LINES - USE BALL POINT PEN ONLY ' CITY OF CUPERTINO BUILDING - ELFCIBICAL - BUILDING DIVISION APPLICATIONMERMIT PING PRODBING -n1ECBWiFic. BI111.U18G PROJEC"P IDENpIFICAI'ION PER`p�•I'I'NO V - 3298 BUILDI GADDRs�� , / q CAma-� b1Vr5 SANITARY NO. APPLICATION SUBMITTAL DATE 3-/ . OWNERS q li: ` )NE CONTRACTORS NAME: LIC NO: SIC CONTROL#/ ❑ S -3 ARCIU I !R: IJC NO, ADDRESS'. INTACT. PHONE - BUILDING PERMIT INFO. h - / ❑ Consultant FCeS Paid by Applicant (Initial) BL�D,o 17LECT PLUMB ME 11 1IG �� CJ GCO WOO F I Qy� Z 0. ,-Z 4t:W gi; JJ6 O y Q a W I" �O 'ENSE CONTRA OR'S DECLARATION I Decoy ur that I am Bcersed under provisions of chapter 9 (commencing with Seaion]IMl(1l nflhvavir oDhe Husine,x and Ie nd mylicensc is n full force a dfec License Lic.N Uate s Qnnru r Ql'Y BLECTRICPERNIFF '. FEE. JOB DESCRIPTION TIAL SFDWL ❑ KITCHEN REMODEL ❑ADDITION El PLUMBING RE -PIPE ❑MULI-UNIT ❑SI RUCTURAI. MODIFICATION ❑INTERIOR ❑CIIIMNEYREPAIR IMPROVEMENT SWIMMING POOLS ElBATH REMODEIIREPAIR ❑DEMOLITION C OTHER PERMIT ISSUANCE APPLIANCES -APPLIANCE IDEN'FIAL RCHITECI S1) I I understand my plans shall be uscdnspublienoandc PANELS UP To 2g1AMPS Licensed Professional OWNER -BUILDER DECLARATION 1 hereby affirm that I am exempt form the Cuntanr ct's Lievere Law for the following reason. (Section 7031.5, Business and Professions Codc: Any city or county which mgmmx u pemdt to construct, altae improve, demolish, or repair any swmure Frlrrm ha itiluunce, oho requires tint applicum oar anuM1 permitml'ilc u,Igne4 mvtemcn 201-1001 OVER HKMIAMPS SIGNS ELECI'RICAI. SPI3CIALCIRCl11'1'IMIS . ado i ca C �H Cyy, ad that he is licensed pursuant o the provisions of the Contractors License Law (Chapter 9 (commencing with Section7")of DivisimO of the Business mad Professions Code) or ihat he is cxend themGom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars(S501). p Lasawncr nrlhe property. or myanpinyces with wages as theirsadc cnmpensvtion. willdethownrk, and the so emre is not unnamed molfered mrsale,Sec. ]I}f4, Busincvx TEMP ME'1'RR OR POLE INST. COMMERCIAL' ❑ NEW BIAG/ADDITION ❑ DEMOLITION ❑TENANT' ❑FOOD SERVICE IMPROVE ENT ❑OTHER POWER D VICRS SWIMMI I'(3OLELECPRIC 3 and Erratic, is Code: The Crnnamor's License Law,docv .r, apply It, as ois n propcny who builds or mouse, dmre.n, tom who does such work bimselror through r his own employees, provided that such noprovementx ate not intended or offered for sale. If, however, the buildingor improvement is sold within rneyearnf emmpleinu the OUTL-SWI'I'CHLIU -PIX'RHS NEW ES '11A1. TR SQ ET. sQ. PE FLOOR AREA ASQ.IeI'. obuilder will have the burden of proving that he did not build or improve for pur- af sale.). 0 1, I, owner of ahe prrpeny, am exdncivdy rnmruming with licensed commcvm it, /aY consumer he p j t (S 7I44 Entire,, and P fic,sion, C J 0 no C t t l c n I d rpplyl a fp 1 vy h h IAx r II n I who contracts l rsuchp .j t 'lhaeIn.ru s ) hrem,ed mostrantl the Cmdrecon, License Law. ❑lame exempt under Sec. ,B&PCfrthis Y ��'• QTY. - ' , PLU IN RMIT' . FEE. PERM] ISSUANCE Owner Data ALTER -DRAIN&VENT-WAGE-k Gfio /^ �/ VALUATIO/N� N / I WORKER'S COMPENSATION DECLARATION BACK FLOW PROTECT. DEVICE. I hereby mire under Penalty rf penuryovo of the following dcdvmtionr 'have icem d will and war n a Can fcerl Cunn xan. self -insure for Worker's Cmnpam tire, as povided to, by Section 37(MI of In. LabCodefin Ilm parorrou ceof the DRAINS- FLOOR, ROOF, A RDA, COND. S'll)RI :. 'YPP. CONSI'RUC'I']ON ork for which This permit is issued I IXTURF.S - PHR'I'RAP ❑ I have and will nmitimin Worker, Compcnsmion ho mov, as mended by Section 3700oflar labor Code fort epeifommnre rfdo work for whit pemtit is i...cl. GAS -EA. INC. 4 OUTLETS (KC. GROUP APN My W'mk pcnsatino umncc li Comer: GAS-E UN-OV ,A) i F LATE OP EXI.1'TI FROM WOR COMPBNS�'HONI SURANCE (TIr,,c,innncc mxlhaam I �If' }T� a tout hamdred doll 0%) or Iws.) Y A J[irJ�/y V/ / /15 / OREAS - SFRL WASTE UiRCF )R Is r BU1L_DINO DIVISION PEESt - . J, ORBAS AIVA PLANCHI3CK FEE. �2 - '� O Z O F I cem li rfo an co ah week tor( hide iig»I permitisizsued.Ishall •not employ any person m any manner so as to become subject the Workers' Compete satin. Laws of California. Date Applicant GEWE :ANITAkY-STORM .A. ENERGY FEE 2 WATF. TER WNENTM-EcTR GRADING FEE NOTICE TO APPLICANT: If, after making this Certificate of I?xempnoo, you should become able,, ea the Worker's Cmu,nvmion provisions of dm Luber Cndq you mull WATI3R S SIT! SOILS PET? WATER SERVICE WIimhwirth p Li p {Li V 'i' W y Vy1 V Z compl, ,di such povior or, his permit shall fiadee,uad revoked: CONSTRUCTION LENDING AGENCY nn that there isaco (See. 30o,Cm agency fonM1e performanm of the tarok for which this permit k issued (Sec. 311Y], Civ. CJ which Lenders Name PAID O NEW RESIDENI'IAI. PLMB. SQ. ET. ])are Be tp TOFAL: Lenders Add Address T BUILDING I'I:B I,m,ily 1M1m I have read this application and stem [Ban the shove infialmutinn is correct. Ia".t000nq.1,wide all city amde.umy ordinances and slant laws reaing to building construction, and hereby authorize representatNes.f,hisuily menaer upon the QpY. MI?GIIANIGAI. PHItMI'1' FEE' SEISMIC ITE D PERMIT ISSUANCE ELECTRIC FEE r abave-memioned prnpeny for m,,v1lion purposes. (We) agree Insave, indemnify and keep bannless the City of Cupenim against ALTER OR AUDIO MECH. PLUMPING FEE _ l'abilitie.'udgmems. costs and expenseswhich may in any way aceme against said City in con eaf the gaming of this perm it AIR HANDLING UNIT (TO 10,NXI CFM) NIECE IANICAL FEE a. APp1.I .A lT UNDIiRSTANDS D WILI, COMPLY WITH ..L NOt -POINT SO E.GUI,A'1'1 S. AIR HANDLING UNI'POVER IOJMNICPM) CONSTItl1C'1']ON 'IAX P.XHAUS'PIIOOD(W/DUCT) HOUSINOMITIGATION PER S rent pp1' Dale HAZARDOUS MATERIAI S DISCLOS RE HEATING UNIT TO 100.000 B'I'U) Will the applicant or future building occupant store or handle bvammus material as defined by the Cupenino Municipal GNe. Chapter 9.12. and the Health and Safety Cralr, Section 25532(a)] 1HINTING UNfr (OVER 100,000 BTU) VENT] LA'I]ON PAN fSI NO I.E.RES ID) ❑Yet I PAID - • Date Reccin # pO1LER-COMI'(3HI'OR I(NI,IMNI R'N) WIIltficapplicuml or lit huildinguccupant gseoyailu..or or dcviccv which emit but, uu air common as defined by the Bay Ana Air Quality Managcmem one ❑ Yes T 'f BOILER- COMP (OVER 100,000IITU) AIR CONDITIONER I have read, beam o® naterials requirement under Chapter 6.95 of the Call- I' catch at Sufay Cod- Se v ES5115.25533 spo amt i if the i i does nm cur, d, It aunt thm'n ix my rasp. si rye. Ne weapon[ ISSUANCE DATE NEW RCSIUIIN'f1AL MECH. IT aimucntx bk rinnnissuanc ISSUED BY: LOwof ,nv to OFFICE r1 L_J • • Briars Kangas Foulk Engineers . Surveyors . Planners April29, 1999 960069-50 Chuck Schoenberger O'Brien Group 2001 Winward Way, Suite 200 San Mateo, CA 94404 Subject: Oak Valley —Foundation Verification Dear Chuck, On April 15 and April 28, 1999 we performed a field survey of the location oft;e foundation forms for the buildings being constructed on Lot 5-04, Lot 5-05, Lot 5-06, Lot 5-07, Lot 5-08, Lot 5-09, Lot 5-10 and Lot 5-11 of the Oak Valley project in Cupertino. The results of that survey clearly show that the location of the foundation forms are consistent and in conformance with the design location of the buildings, as said locations are shown on the plans prepared by our firm. ' This letter is intended to provide you with the verification of those units per our survey. If there are any other questions concerning that location, please do not hesitate to call. Sincerely, BRIAN KA AS FOULK Bradley A. Bilbo P.L.S. 6141 Project Manager Survey Department BBADLEY A. BILBO }' * IXB 3/31/02 60, No.6141 .,' Y 540 Price Avenue . Redwood City, CA 94063 . (650) 482-6300 . FAX (650) 482-6399 • ENGINEERING WEST IN13. OBSERVATION CHART OAK VALLEY DEVELOPMENT CUPERTINO, CA. 10/18/88 oena I no It • L] NIT Lot Plan OPTION dn, B'S lsttloor Roofoly I Ext oly I Basic 1 3 3 /9 / 0 / /99 5 2 BMR 0921/99 N/A 5 3 _BMR 4C 2 0921/99 04.29-99 N/A 5 4 06/04/99 07 9 10/01/99 10N1/99 5 5 6A 21BONUS O4.29-99 06/04/99 08/17199 0922/99 0922/99 /11/99 5 6 2A 3 1 04-29-99 06/04/99 06114/99 09/20199 0020/99 • 3 5 7 SC 2/BONUS 2 04-29-99 06/04/99 06111/99 09/15/99 09/15/99 10/01/99 5 8 2B 3 04/19/99 06/11/99 1 06/11/99 09/09/99 09/09/99 0924/99 5 9 30 2 04/19/99 06/04/99 1 06/07/99 09/03/99 09/03/99 0021/99 5 10 6B 2/13ONUS 04/19/99 0526/99 1 09/03/99 1 09/03/99 1 09/20/99 5 11 4C 3 04.20-90 0527/99 1 0829/99 1 0829/99 1 0928/99 5 12 BD 31BONUS 04/01/99 0521/99 1 08/23/99 0823/09 1 09/15/99 5 13 3C 3180NUS 04/01/99 0527198 1 08/18/99 08/13/99 1 09/03/99 5 14 6E 2/80NUS 04/01/99 07/02/99 1 08/18/99 08/18/99 1 0829/99 5 15 3A 3/BONUS 04/01/99 05/17/99 1 08/10199 08/12/99 1 0823199 5 16 5 1 17 5 18 5 19 5 1 20 5 1 21 5B 08/18/99 1 10/14/99 5 1 22 7C 08/18/99 1 0927/99 5 1 23 1C 08/18/99 1 09/17199 5 1 24 7A 2 07/23/99 0927/99 1 104-99 5 1 25 5 1 26 5 1 27 1 18 1 2 1 05/07/99 06/11/99 06/29/90 1 10/04/99 10/04/99 1 10/11/99 5 1 28 1 78 1 2 1 05N7/99 06/11/99 0629199 1 10/07/99 10/14/99 10/14/99 5 1 28 1 10 1 2 05-10-99 06/16/99 07109199 1 10/18/90 10/18/90 1oil 8/99 5 1 30 1 BMR 5 31 BMR 5 32 4A 1 3 0526/99 07/14/99 1 0728199 5 1 33 1 2A 1 3 OSY07/99 07/02/99 07/1299 5 1 34 1 3B 1 2 05/07/99 07/07/99 0723199 5 1 35 1 58 I 3/80NUS 0528199 07/07/99 0726j99 5 36 5 5 77___ 38 3E -_1 -- _ 90 6 3199 0612349_y_ 07/16/99 ._. 0726,99 . 5 39 6d, 3 iCG3/96 OC1!C/S'J 5d118.,0 5 sc 0G 2-rcNus %,n9.;c 072a^,9 L 011wDr, 5 41 3A 07108199 0720/99 0023.199 _ ' (1) LOT 6 PLAN 2A d LOT 7 PLAN 5C DID NOT OBSERVE PIERS. 0(2)DBL SIDED SHEAR WALLS '(3) FLR. NAILING '� n,�,T �F7 am ICaM CMI MaaNTnNa 4/T:Tn Fa -PT -2n1n Consulting Engineers and Scientists 425 ROLAND WAY OAKLAND, CA 94621 • (510) 568-4001 TO Date LI f'-, A I I ioe .) Hour Charged To Project Nuclear Density Tests e'- Field Task Number Z-/ / q ( Concrete Cylinders ' THE FOLLOWING WAS NOTED: 9 GATE JOB NQ . PROJECT 01;k `OCAMN 4 V (-. U O F e% CONTRACTOR OWNER ... .A , .. TEMP. �8t n� 7 y •at PRESENT AT 61 GnN7 ALo �7 VUVJ r•J�, lD 3, Z1 %I (D� `l�8 I1c05/£3i3 8'l33a,., 9;30 `f 3,o 73 73 &51 icPo7i9oq )I;ozn Iz:Tsp,,, 1 I h(/, 1.4" — 2 Z. (5 COPIES TO ,/k %ra r - I / 'l5e 1'e.r./ 4/ -o;: [FOR L lfV l!' ll SIGNED 1� dBR1 EN S� GROUP M From: Jim Ripley(SMTP;rlp,Oydg@Pacbell,nell Sent: Monday, March 08, 1999 2:26 AM To: PAT BURKE Subject: OAK VALLEY Pat Burke Oak Valley Cupertino, CA. Reference: Linear parkway planting. Pat, All plantings within the linear park are consistent with the landscape construction documents prepared by this office and reviewed by the city on March 1998 and conform with the preliminary approval douments. James A. Ripley Ripley Design Group, Inc, • NVq WAY, SUITE 200, SAN MATEO, CALIFORNIA 94404.2473 FINAL PLANNING SIGN OFF ®ATE 2 L /i6 � y SIGNATURE TELEPHONE(650) 377.0300 FACSIMILE(61o) 349.2442 •vlurl Ni=e-h 1. 1996 ENGEO I N C O R P O R A T E D U • GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS MATERIALS TESTING Project No. 4136.4.050.01 June 11, 1999 Mr. Pat Burke The O'Brien Group 2001 Winward Way, Suite 206 San Mateo, CA 94404-2473 Subejct: Lot 5-07, Tract - Oak Valley 10849 Sycamore Avenue Cupertino, California SEISMIC FRAME INSPECTIONS Dear Mr. Burke: With your authorization, ENGEO Incorporated performed special inspections related to the seismic frame installation at the subject property location in Oak Valley in Cupertino, California. This report is submitted in accordance with Chapter 17 of the Uniform Building Code. Observation services was provided using the approved plans for the following: • Shop welding of the seismic frames. • Field welding of the seismic frame moment connections. • Field welding of the framing straps. • Grouting of the base plates. To the best of our knowledge and based on our observations, the work requiring special inspection is in conformance with the approved plans, field recommendations of the Structural Engineer, and the applicable workmanship provisions of the Uniform Building Code. We make no representation as to the accuracy of dimensions, calculations or any portion of the design for this project. If you have any question or comment, please do not hesitate to contact our office. Very truly yours, ENCORP TED Reviewed by: Robert . Joakimson Uri Eliahu • rxj/ce:seismic cc: I — City of Cupertino 1 — The O'Brien Group Mr. Gerry Ploof 2401 Crow Canyon Road • Suite 200 • San Ramon, CA 94583-1545 • (925) 838-1600 • Fax (925) 838-7425 E-mail: engstaff@cngeo.com • wwwaengeo.com n U • 0 Tract: Oak Valley Sequence Number: Lot Number: Street Address: SEISMIC FRAME INSPECTIONS 9 5-07 10849 Sycamore Drive Shop Welding Welding inspection in the field Field Frame Welding Field Strap Welding Base Plate Grout Comply with the approved plans: Completion Date: June 11, 1999 /1 /1 m No ❑ O.ak !/µ //ey .� P/�+•u w/t3 orvus' .INSTALLATION CERTIFICATE (page 1 of 4) — CF-6R •Site Address ermit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required; however, use of this form to provide the information is optional.) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(b). HVAC SYSTEMSO Heating Equipment Equip. N of Type(pkg. CEC Certified Mfr Name Identical l5T rap 2Nti Fi.AUAaE -� ARAtie7o-rz Cooling Equipment Equip. CEC Certified Compressor N of Type (pkg. Unit Mfr Name and Identical Efficiency Duct Duel or Healing Healing (AFUE, etc.)' Location Piping Load Capacity Efficiency (SEER, etc.)' Duct Cooling Cooling Location Duct Load ,Capacity 96 �61 leS,66W, A771C E 1. >_ reads greater than or equal to. 1, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF-1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for manufac�turree�dd devices (from the Appliance Efficiency Regulations orrPPart.6), where applicable. Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner WATER HFATIN • SYSTEMS: Distribution If Recir- N of Rated' Tank Effi- External Heater CEC Certified Mfr Type (Sid, culation, Identical Input (kW Volume ciencyr Standby' Insulation Type Name & Model Number Point -of -Use) Control Type Systems or Btu/hr) (gallons) (EF, RE) Loss (%) R-value 2 For small gas storage (rated input of less than or equal to 75,000 Stu/hr), electric resistance and heat pump water beaten, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Recovery Efficiency, Standby Loss and Rated Input. For instantaneous gas water beaten, list Recovery Efficiency and Rated Input. Faucets & Shower Heads: All faucets and showerheads installed are certified to the Commission, pursuant to Title 24, Part 6, Subchapter 2, Section III. 1, the undersigned, verify that equipment listed above my signature: 1) is the actual equipment installed; 2) is equivalent to or more efficient than that specified in the certificate of compliance (Form CF-1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Ejttciency Regulations or Part 6), where applicable. •Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner COPY TO: Building Department Building Owner at Occupancy DEC-a?-98 13,57 FROM-CDRBT INSULATION 10=406 2BB 3786 FACE 4/7 • 3Yf5 Pacheco BLt. • Mar inez. GA 94553 INSULATION CERTIFICATION • ThLS is to certiiythat insulation has been installed in conformance with the current energy regulations, Cefomia Administrative Code, Titie .24, State of California, the building located at: SITE ADDRESS: FLOORS: ' Y-, WriLtacturer OWENS CORNINI; Thickness/Type e: R-Valua F1 DCTEMOR WALLS: { Manufactwrer WEN$ CORNINia Thickness/Type ^ I i R-Value E3 C E UNW: 11 I I BA`T$: Manufacturer OWENS CORNINi3 Thickness/Ty;' ( 9 R-Value R, BLOWN: Manufacturer DWENS CORNINi'a Thickness/Type _ R-Value W'eVmBag 38 Sq- FL Covered t_ � 2 # Bags Used o d AIR INFILTRATION SEALANT INSTALLED: YES NO ❑ S'NER4; ; CaC ?iCTOR_nW� ' i LICFNSE # TITLE: - DATE COAST NSlAAMN CONTRACTORS, INC. 1/ LICENSE # %st 1. TITLE: F^i9 DATE: i 1 0 • ANDERSON TRUSS a division of PACIFIC COAST building products VISIT OUR WEB SITE AT WWW.ANDERSONTRUSS.COM SALES, ENGINEERING. AND FABRICATION' 8810 SPARUNG LANE DIXON, CA 95620 PH (707) $76-1536 FAX (707) 576-1630spot I12 FABRICATION 2050 EAST LOUISE AVE LATHROP. CA 95330 TT FABRICATION 5550 ROSEVILLE ROAD NO. HIGHLANDS, CA 95660 ENGINEERING DRAWING Pi PROJECT: SANSURN / OAK VALLEY PLAN: s ELEVATION: ROOF SALES REPRESENTATIVE: BOB FOWLER ENGINEERING TECHNICIAN: PAUL ZENR DATE OF PLANS: 411OP38 DATE OF CALCS: 514199 WARNING: NOTE: ALL LATERAL BRACING SPECIFIED IS FOR BRACING COMPRESSION WEB MEMBERS AND MUST BE INSTALLED. TOP CHORDS ARE ASSUMED TO BE LATERALLY RESTRAINED BY PLYWOOD OR SPACED SHEATING. BOTTOM CHORDS TO BE LATERALLY REINFORCED BY MINIMUM OF 1x4 AT 10'-0' O.C. MAXIMUM, EXCEPT IF OTHERWISE NOTED ON DRAWING. NOTE: VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WIND BRACING OR OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED. IS THE RESPONSIBILITY OF THE PROJECT ARCHITECT OR ENGINEER. AND LOADED NOTE: ALL FLOOR TRUSSES REQUIRE 1s6 STRONGBACKS AT IW-0' O.C. MAXIMUM (SEE FLOOR DETAIL SKEET.) NOTE: DUE TO VARIATIONS IN WEATHER, LUMBER DIMENSIONS, AND MOISTURE CONTENT AT THE TIME OF FABRICATION, ANDERSON TRUSS CANNOT BE RESPONSIBLE FOR ANY TRUSS RESEAL VARIANCE OF 1/4' OR LESS. RESEAL DATE: WARNING! DO NOT CUT OR ALTER TRUSSES WITHOUT PRIOR WRITTEN APPROVAL FROM ANDERSON TRUSS. I uwl; sinni�sola �� TJ Xpert 1I1■ I .22-0-0� 6410 1 1134 1 17-" 1 20.104' 1 23-M 1 29-0-0 334-0 F37414, • 2-" 644 5-3-0 630 34-4 2-1042 5-3-0 6-0-0 2-4-0 LoTM6-7 4m4= - 2a411 3.00 r 5zf i 6 JBJ� 4 7 2a4\\ 2s4// 3 8 4a6= 486= „ 9 d 14 13 12 71 2x�x B # 1 DF 68fi= 3a:4— SCAB @ cwerF+4� 3z&_ 7-7-8 1434 20404 27-4.8 33-0-0 7-7-8 6-8-0 6612 644 7-7-9 L04DIlPG TCLL 16.0 SpA(IlPCS 2414 plain looeom 125 cmDEPL TC 029 (in)Mo) vane Vma7,)) -0.08 M4 >999. PLA'8R l� M20 186A48 TCDL 14.0 Lamherlo 1.21 BC 0.42 VaA(II,) -0.15 2-14 >999 BCLL 0.0 BCDL 7.0 Rep84malaar YES Cade UBCMMO WB 0.54 HWA(M) 0.01 12 o/a Wm Lam&/LL deft -240 W04*17116 HRAC M CORD =4 DF I,ALIAB6K3 TOP CHORD 8heihed ae 644 m am w acHm ROT CHORD 2 R 4 DP Nal&B6o-6 BOT CHORD Rvd M-h-p &.* applied-60.0 m om4eeho®g WEN 2R 4DF Stud-O WEBS 1Rowalmdpt 5-12 RBACIIOPH (1Waice) ZdT3443-8,12r1684N•3$9- 34 BORCi9 (D,) TC P C HORD 1.2-M, Zd--959, 34�769, 4.5�155, 5-6-612, 6.7-612, 74-55, 8.9-136, 9-10-M HOT C330RD 2-1*4K 13.14-446,12,13--99, 11-12-i2 .9,11-125 WBBB 3.14--301, 414-436, 4-13-549, 5-13-601, 5-12� 1118, 7-12d438,7-11-415, &I1=-311, 6-12—t89 Nam _ 1 T Pim, tromWamler bamotlmviae iodloaled _.. _ deai�ed fora 10.0 pdbmtam ohadliva lodaommommtailh aayo&wlhw oadapwT"Na 16.B,UBG94. 1-1995 pude8 ova. , F!E[-O REPAIR G/X BROKEN 8orroo 5:Ad $C4$ 2x ¢x S" # on/E G,4CE @ IL"o,C, (Al-r, Zx(o7C8' afZ OF0 NOTE: THIS REPAIR IS NOT VALID UNLE88 THE TRUSM ARE INSPECTED BY ALOCAL N U MUM OFFICLIL WHO IS TO CERTHCY THAT THE REPAM HAVE BEEN PROPERLY MPLEl1UMED. •-2-0-0 60-0 Il i-0 17- 0 20.10423-9.0 294-0 3S." 37-" 2.0.0 &" 5-04- 6a4 34-4 2-10-12 5d-0 6-0-0 244 c, o, N 9?70 LoT MS--] 4m4_ J 2a411 5.00FIT 4 7 2to4\\ 2=4// 3 g 4z6= 4a= �7 9 0 14 13 12 11 2x .x B' it I OF .Scud dP ewe mee 6z6= 3s6= Sag= 6a6= 7-7-5 143-4 206IOj 27.4•S 33-" 7.7-8 641-0 6 -12 „66d 7-7-8 WADING 4W) SPACMG 24-0 DVS TCLL 16.0 Plotoo Inmeooe im TTCC 0.29 -008 �4 >999. MPLm�71® isdn4l TCDL 14.0 Lmtberlomvaae I BC 0.42 V M) -0.15 2-14 >999 BCLL 0.0 Rep Strmo hm YES WB 0.34 Bbr (TL) 0.01 12 2/e BCDL 7.0 Code uacm o Min Loos&/LL dcfl-Z40 Wei&171A RD 2R4DFNaldSto-G )RD 2 R 4 DF inO BRACHM TCB+ D ShmWeda6-0-0mamterporI epnomg 2RlDF3md•O Shm&-O BOTC Mn WEBS IRomotmdA }12 7ar M (iW®) Z434Q3.i,12-16040WA9-Wt�p.}0(1b) RD 1-2 M,23-9J9,3•l--769,4-5-135.J6-612,67-617,7-D-JJ,i9--136,9.10D RD 7.144gq 13-14W46,12-13-49,Il-l2-•32L 9;11-I23 3.14--301, 4-1a43q 4-13--J49, }13�01, }i2--1118, 7-12-4JJ0, 7-I1-4tl, illy-311, 612�/89 N)am 2)Al o000h mm _ bam�—I—OWmwino mdb bA 3)A dodgoedfare10.0 pdfbotlem chard live lodnmomofor the gromm mmtatl4m7athalimloe&pwTabio No.i6-B,DBCA4. 4) Thus0000hoo dedgeed for holh UBC-94 mdAbMVM I-IM pkdog cib i- , 1.GADCaSM Shodad FIELD REPAIR To FiX BRoKEnI BorrLwl cNoRD $C/f $ 2x ¢X r'�' ?I' / OF y0 on/E GhGg- ty /�q/ •Nh/LS @ t"orc, CALr, NUM THIS REPAIR IS NOT YALID UNLESS TUB TRUSSER ARE INSPECTED BY A LOCAL BUHMING OFFICIAL WHO IS TO CERTIFY THAT THE REPAIRS HAVE BEEN PROPERLY ibfPLEhffz'm. I -Z 0.11 6." 11-3.0 17.&0 20-10-C 23-" 294.0 354-0 37-" • 2-0-0 644 3-3.0 634 .344 2,10-12 53-0 604 2-" LoTMS--] 4m4_ 2n411 5.00r - Seth 6 53dz�l 4 7 2n4\\ 2z4// 3 8 dzb- 9 d 14 13 12 11 2xfx 8' f6 / of 50A6 I& W6FA3p1= 318= 1 6e6= x7.8 143.8 20-10-4 27-4.8 35-0-0 7-7-8 641-0 6412 464 77-8 LOADM (Pd) SPAC 1G 2-" C81 DEAL (fe) (I-) Vdefl to81 PLATICS G80P TCLL 16.0 Plot"lla 1.25 TC 0.29 VmgI7,) 2414 >999. hm 186/l48 TOOL I" Lmnbmlemmm IM BC 0.42 Vmq'II.) -0.15 2.14 >999 BC1.L 0.0 Rep Slmn3em YES WB 0.54 Harj{3T.) 0.01 12 0/8 BCDL 7.0 Code UBCQCBO M Loeelb/LL deg-240 WaW 171A CHORD 2R4DF No.lABeKi TOP BRACM D Skoxdwda6-" amtmp�7n CHORD 2 R 4 DF limlABte G BOT CHORD Bi®d am7m� d6eo0y appBed er m am0ah�g WEBS 2R41)FM4.0 WEBS 1Rms9ndp1 5.12 R116Cn0N3 (1Nme) 2-734M-3-8,12-/684404$9-40B0%3-8 om (lb) CBORD 1-2-21, 23--959, 34-769, 4-1>155, 5.6-612, 6-7-612, 7-8-55, 3-9--136, 948-M HOT CSCM 2-1*4 ,13-14=M6,12-13-A9,11-12-321. 9.11-125 WEBS 3.14-301, 4-14-06.4-13-549. 3-13-601. 5-d-1 I IS, 7.12-45B, 7-I1-443, 8.11-311, 6.12-189 Wmk pmT" Na 16B, UBC-94. LOAD CASB(8) SYodcd FIELD REPk/R -ro G/X BR.0K6W 6orraM cE(c $C48P Zx IL-X # / OF 7'0 OA/E GhGE W lea vV.1/LS Q �"O,,C, (ALr, Zx(o118''d 2 O,19 NOTE: THIS REPAIR 19 NOT VALID • UNLESS THE TRUSSES ARE INSPECTED BY A LOCAL BUILDING OFFICIAL, WHO IS TO CERTIFY THAT THE REPAIRS HAVE BEEN PROPERLY EMYLEMENTED. -24W 6-0-0 1134 17-" 20.104' 23JW 29-0-0 35." 37-" • 2414 644 53-8 63-0 34-4 2-10-12 53-0 6-0-0 2-0.0 LoTM6--] 4m4= 7.7.8 14-38 20.10-4 27-4-8 3544 77-8 &" 6412 ,.644 774 I,D4IIIIQG (P� SPACING 2-" Cffi DRBI. On) (Im) YdoH — TCLL 160 Plata looam 123 TC 029 Vat(M) -0.08 2414 >939. hm 1861148 TCDL 14.0 LvmbaeRaomaso IM BC 0.42 VWKM) -0.15 2,14 >999 BCI L 0.0 Rep Ska laa YES WB 0.54 Hergm) 0.01 12 e/a HCOL 7.0 Cede UBCaMO Mu Lmglb/LLde6-240 W49ht 171 lb CHORD 2X4DFNwl&B*-G BRACING TOP CIWH 8hetlhd a 644 M o — 0,1, 4®8• CHORD 2X412FNuI&3tKG SOT CHID Ri®d omVof d6naly applied a<6-0-0memOnhn®g. WEBS 2X4DFffiadG MISS IRewataadpt 542 RR4CIIDteS (Ib®) 2-73463-8,12-16840.3-8, 9-OW3-8 1Y141YS� RD 1-2-Zi, 23-959, 3-4-769, 4-5-155, 5-6-61z 6-7-612, 7-8-55, 8.9d136, 9.1021 BOT CHORD 2.14-9W, 13-14-446,12-13—",11-12--321, 9; I1-125 WEBS 3.14-301, 414-06, 4-13-549, 5-13-MI, 5-12�1118, 7.12--458, 7-11-443, &ll—ill, 6.12—(89 Aliatmaaho bem�-1—adwrwiaoin m . dosipW for a 10.0 pd�bpmlftm chadlive Ludamomm amot with aay aWslke lam&pwTalde Na 16-8, UBC-94. 4)This ku=�haa d--ip forbah UBC WdAMLT 11 pW4wim- , Ia4D l: SYodud . FIELD R -Rh/R To GiX BRoKEW OorrWA r o/ep $C*8? 2X ¢X 6t Jk / OF 70 oA/E W laarl -NA14.6 @ IL"o, c, (A Cr -7. A9' d z Dlcr NOTE; THIS REPAIR IS NOT VALID UNLESS THE TRUSSES ARE INSPECTED BY A LOCAL BUILDING OFFICIAL, WHO IS TO CERTIFY THAT THE REPAIRS HAVE BEEN PROPERLY IMPLE111RNNTED. Aug,31. 1999 12:31PM ANDERSON TRUSS 1_cst S . , No•6793 P. 2/2 • i 244 6-0-0 31.3-0 { 1-1-" 1 11-C ' I 23A-0 '29A-0 35-0-0 37-0-0 2-0-0 6-0-0 5.30 • - 63-0 344 2.10-12 " S 3.0 6-0-0 2-0-0 C, Oi A 9?70 LOT MS-] 4z4T _ 77m i 14" 296,10-4 2748 45-M 7-7.2 64W 66.12 1664 7-7-8 I 'PL7.L 16:0 I u r 21�25 OL TC14.0 Lam6wlemeue IM B=, 0.0 root 'TA8 B15L 7.0 Cade UBCJ=O To 0.29 BC 0.42 74B 0.34 CHORD 2R4tV'K%IAB" HOT COMD 2R4EFN4 I&B" WEBS 2X41WSbP C V&WnQ W QNdca) 2-734l03.8, 12-169603-S, 9- 08N3.8 Dp',pl. G■1 Paa) 1/dafl PLA'AS Vat(3.L) -0.155 2-14 �999. M2p 186/148 V�L) 0,01 �12 :66'mbaogHl/Ltda1=240 wasbc1715 TOP CHORD HOT CR;pd dmS6.0-0oa am[sf ywm& &OOLD domtW�or 6.0-0oaomteclaamiog. W999 3Row e[pomlpl 5.12 1lC) 1-x D, Z3�959, 3�769, a5=155, S-fi.612, 6.7�61x, 7-&-75.8A>136, 9-IO�Li BOT CHORD 2.14-4M 13-14=446, 12-13..99, 11-12-321, 9.41-1" WAS 3"14+301, a14=p6. a13a,549, 5-13=601, 7-Lx�1118, 7.1T,�45$ 7-11-W. i1z�711, 6.12=.189 Np. 1&%UBC"9N. IOW CA9M amadxW FIELD REPhlK 70 )c' K 6rROKCW So rroM r-14 NOTE. THIS REFALA.IR I9 NOT VALID 11NLI68S THE TRU89ES ARE INiPECPEDBYOCALHUI JMG OkBICIAL WAO IN TO CERTIFY THAT THE REPAIRS HAVEB16ENPROPPd 1 IMPLEII'IEN'I'ED. J. NO. A2W ov,12MMI • ,Brian Ki$ngas Faulk Engineers . Survoyors . Flannors April28, 1999 960069 a 0 Chuck Schoenberger O'Brien Group 2001 Winward Way, Suite 200 San Mateo, CA 94404 Subject; Oek Volley — Foundation Verlfttcotfon Dear Chuck, On April I5 and April 28, 1999 we performed a field survey cf the.location of the foundation forms for tite buildings being constricted on Lot 5.04., Lot 5-05. Lot 5.06, Lot 5.07, Lot 5-08, Lot 5.09, Lei 5.10 and Lot 5.11 orthe Oak VaJey proj= in Cupertino, The resuls of tl*.ct survey cicnrly show that the Iaoatio❑ 01'the roundation fo:ins are consistert and 'n conformance u'Iti tl,.e design locnlion of die hui.dirgs, tts said lcwtimts we shuwn on the plans prepared by our firm, This letter is intended to prordc you with the verification oFtltose units per our survey. If there arc any other questions concerning the location, please do not hesitate to Call. Sincerely, co ��;,D Sp • Y�� r �1 ar o WOLSY A BILBO DRIANKAF+'.�51'OUL CYfl3.'31/02 11 Bradley A. 50'j i".L.S. F !4 i oy lie. C141 ���' Project Manager %F t Survey Departrncm t OF Ch! l4 C 54C Price Auanue • ;ai .coa City, CA 040M . (650) 482.63X • FAX (0 1148m- u • a