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11080099 46 ALLIED ENGINEERING COMPANY April 17, 2012 File No. 1008 City of Cupertino Building Department 10300 Torre Avenue Cupertino, CA 95014-3255 Re: Foundation Verification Tract No. 10088 —Lot 1 20630 Cleo Avenue Cupertino, CA 95014 Bldg. Permit No. 11080099 APN: 362-31-004 Dear Sirs/Madams: On April 2, 2012, Allied Engineering Company checked the position of the foundation forms for the building on Lot 1 of Tract No. 10088 and found them to be in conformance with the setbacks shown on the approved Architectural Site Plan and the pad elevation to be in substantial conformance with the design grades of the approved Grading Plan. If you have questions or comments regarding any of the above, please don't hesitate to call. Sincerely, ALLIED ENGINEERING COMPANY 44OQROFESSIO Lester Ikegami C30520 RCE 30520 Expires: 3-31-14 *s CML `P a gTFOF CAL%f Li:pi cc: B. Koontz, Habitat For Humanity Silicon Valley Allied Engineering Company A Division of IK-GM 3170 Williams Road (408)241-1960 allied@ alliedengr.com Consulting Englneers,Inc. San Jose,CA 95117 (408)241-3047 Fax T.MAKDISSY CONSUL-MG,INC. Gcotcchnicn1Cons.1mnB Project No. El 27-1 Apri 1 20,2012 Mr. Brent Koontz Construction Manager Habitat for Humanity 513 Valley Way 7'���L. Milpitas, CA 95035 I I Subject: Building Pad, Lot 1 20630 Cleo Ave, Permit No. 11080099 Cupertino,CA REPORT OF TESTING AND OBSERVATION SERVICES DURING PAWGRADING OPERATIONS References: 1) Geotechnical Investigation By: T. Makdissy Consulting, Inc. Dated: Feb 4,2011 Dear Mr. Koontz: In accordance with your authorization T. Makilissy Consulting, Inc., has provided engineering consultation, observation and testing services during pad grading operations for Lot 1 building pad of the subject project.This letter is a summary of our observations and test results. Grading on the subject lots commenced by stripping, clearing the area of all existing vegetation and debris and removing 18 to 24 inches from the building site. The native material was then scarified, moisture conditioned, then compacted to a minimum relative compaction of 90%. Fill material consisting of quarry fines was imported and placed on the building pads to bring it to design grade. 23 Las Colinas Lane,Suite 106 1 San Jose,California 95119 Phone:(408)227-8595 1 Fax(408)227-1672 The satisfactory placement of fill was determined by field observation and performance of in-place field density and laboratory compaction tests. The laboratory compaction tests were performed to determine the maximum dry density and the optimum moisture content of the soil used for fill. Compaction tests were performed in accordance with Laboratory Test Procedures ASTM D1557- 94. The results of these tests are summarized on Tablet 1. A nuclear gauge was used to determine the in-situ percentage of dry density and moisture content. Nuclear gauge density methods were generally in accordance with ASTM D2922-91 and D3017-88. The in place test results along with the achieved relative compaction are included in Tables I & II. Pad grading operations for the building pad were generally performed in accordance with the recommendations contained in the aforementioned reference. The pad is ready to receive building improvements. Surface drainage must be provided as designed by the project Civil Engineer and maintained by the property owners at all times. The building pads are ready to receive foundation improvements. Should you have any questions relating to the contents of this letter or should additional information be required,please contact our office at your earliest convenience. Very,truly yours, `TM�akdissy Consulting,InVS MAKo c 0No.556 Z Exp: .3 Tom Makdissy, P.E., G. Principal Engineer s9FOrFc �GQ��p UAL1FOP Copies:4 to addressee r/�—//�� www.ba en ineers.com � -B / l �V into®baggengineem.com op1VF VVo phone:650.852.9133 fax:650.852.9138 ,/ o�ENGINEERS 847 West Maude Ave,Sunnyvale,California 94 5-2911 DSA FILE# SPECIAL INSPECTION REPORT DSA APPL# DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately.Separate reports shall be prepared for each type of special inspection,on a daily basis.Each report shall be completed and signed by the special inspector conducting the inspection. Project Name: AI Date/Day: 4/- 2!S- /,- Client Project#: 5 /Z —Q( Time Arrived: Project Location: 2LO6— 3 Q ( '/Fye 111,1F Time Departed: Contractor: Bldg Permit#: Travel Time: Inspection Coverage: ❑Concrete ❑Mason —� ry Ll Welding-Shop 4 Continuous ❑Prestressed Concrete ❑High Strength Bolting Ll Welding-geld ,Periodic I YgReinforcing Steel ❑Expoxy Bolts/Dowel "�,fT Ai;'114S ;I DSA Approved Documents: / Describe inspections made, including locations: r/ �- /An t�nsrGu/ %f` _ 7� / /�=iti�nIF ;7/� ` , rr5 /4�/i/ Tests made: tiV • Items requiring correction, corrections of previously listed items, and previously listed uncorrected items: V� List changes to approved plans by architect or engineer: 9 n/i2 Comments: The Work WWAS ❑WAS NOT Inspected in accordance with the requirements of the DSA/Building Department approved documents Material Sampling ❑WAS ❑WAS NOT AAI N/A Signature of Special Inspector Performed in accordance with DSA approved documents The Work inspected MET ❑DID NOT MEET Print Name/Title � - S The requirements of the DSA/Building Official Approved Documents -7 VZ //z cc:Project Architect Certification # Structural Engineer Project lnspecwr DSA Regional 011icalBuilding Doparlmont FILE Wednesday, October 10, 2012 Normnn Habitat for Humanity Silicon Valley 513 Valley Way Milpitas, CA 95035 A-1 c h e e 1 Re: Cleo Avenue Job# 11101 Inspection Clarification .ZO L 30 C I BD Iktre X106064 9 This letter is to clarify that we have reviewed the conditions at the roof and floor level regarding the following options. in our opinion the as-built conditions are t r u c t u r a l adequate. ]. Shear transfer at roof;The .��=•y� shear transfer at the girder `iTt� . n e i neer truss is adequate the "Or. diaphragm t � diaphragm shear at this area is Fair Sunrise Blvd Small. Fair Oaks,CA 95626 (916)536-9565 (916)536-0260(fns) 1989-3012 23 years ofescellenmc - � a-� a 1+Y.•..=tea 2. The floor trusses over the ! 1 e x bearing walls may be drilled Norman Scheel,S.E. to allow plumbing vents to - I.EED AP aD+C I.®AP Hama pass thru floor area Fcllow-SEAOC 'j• Fellow-ASCE ---•---"^_��_�~- E-mail:nnrmia'mx<e.cnm � �'�—" �� ...�.-.—•----���" Rob Coon w , Gwa al Manager r 1. E-mail:mhcnnnmmcvccnm u Steve Smith P,l;. 1 •' Pmjcct Monager - ��"rY -. � r✓" E-mail:x�cresmiihu�mvvr.cnm _ Steven Cooksey CAD Supervisor If you have any qu tions,please call Rob Coon. E-mail:xmve,Rmscc.cnm Q¢OFESSIO Joelde Winslow - �� office Manager J,S Cy_ try- E-mail:iaddcmnasecnm t� Norman Scheel w Structural Engineer m No,� PG � in ;a rs't l*R'/CTUtiP\' �rFOF CA,& OCT 17 2012