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27076 o r �� TESTING ENGINEERS, INC. `2811 Adeline St. PO Box 24075 510 8353142 510 8343777 fax Oakland, CA 94608 Oakland, CA 94623 800 6603142 Oakland Santa Clara Diablo Valley Monterey INSPECTION REPORT WEEK ENDING 10/21/94 PROJECT# 35664/DPR002 TYPE OF INSPECTION: Field Visual Steel PROJECT: Nonan 10760 Bubb Road PLACE OF INSPECTION: Jobsite Cupertino, CA Permit No. 27076 DATE 10/19/94 HOURS 8 ZONE/MILES i INSPECTOR W. Chrisawn Reported to Mr. Bob Arata of DPR Construction at the jobsite. Checked welder qualification papers. Visually inspected the in-progress welding performed by 1-2 qualified welders using the FCAW process with E-71T-11 wire electrode. Weldments consist of partial joint penetration groove welds on 6"x 8.2 channel header gusset plates to 6"x 3" x%' steel stube columns at new wall opening at existing concrete wall between 1st and 2nd levels at lines D4, D6.5, D7, A5, A5.5, A6.5, A7 and Bl per details 0.1750.1 and structural Engineer approvfA drawing Skl dated 1.0/17/94 (attached). This is the final field steel inspection report. Work inspected was in compliance with job plans and specifications including drawings E2, dated 10/12/94 and S-0.1 dated 824/92. s Review by Roger S. y C.E. #20132, Exp. 09/30/97 •1W. DPR Construction/Dirk Johnson Rinne & Peterson/Jim Lentfer Ehrlich-Rominger/Sue Leferre City of Cupertino/Building Inspection Dept. AOL Quality Assurance Services ' Materials Consulting Testing Engineers, Inc. October 26 , 1994 Project No. 35664 Client No. DPRO02 Permit No. 27076 D P R Construction 555 Twin Dolphin Drive, Suite 260 Redwood City, CA 94065 Attention: Dirk Johnson Subject: CONCRETE MIX DESIGN Project: Norian 10260 Bubb Road Cupertino, CA Gentlemen: • As requested, we have reviewed the attached concrete mix design prepared by Central Concrete Supply Co. Inc. , dated 9-21-94, for proposed use on the subject project. Mix No. 1084 - 3000 psi, 6 sk (565 lbs) cementitious material (C+FA)/CY, 1"x#4 gravel, Olympia sand, AEA, 4" slump. Concrete batched in accordance with this mix should meet the requirements for the 28-day compressive strength indicated, provided adjustments are made at the time of batching for free moisture in the aggregates, and slump control is maintained. Mixes intender] for _pump placement should be reviewed by the pumping contractor prior to use in order to confirm compatibility witn pumping equipment and jobsite conditions. TESTING ENGINEERS, INCO E 8/04/ Q F 2013 2c m Roge Tansley cr. SLEY Zb C.E. #20132 , Exp. 9/30 CIVIL A�OFCAUF '� cc:Rinne & Peterson • Ehrlich-Rominger City of Cupertino/Build. Insp. Dept. 2811 Adeline Street, P.O. Box 24075, Oakland, California 94623 (415) 835-3142 SANTA CLARA • DIABLO VALLEY • SACRAMENTO • MONTEREY t AdlbL- �< ■ = TESTING ENGINEERS, INC. •`2811 Adeline St. PO Box 24075 510 8353142 510 8343777 fax Oakland, CA 94608 Oakland, CA 94623 800 6603142 Oakland Sante Clare Diablo Valley Monterey INSPECTION REPORT WEEK ENDING 10/21/94 PROJECT# 35664/DPR002 TYPE OF INSPECTION: Visual Shop Steel PROJECT: Norian PLACE OF INSPECTION: 10260 Bubb Road Shop Cupertino, CA Permit No. 27076 DATE 10%17!94 HOURS 8 Shin ZONE/MILES 1 INSPECTOR W. Chrisawn • Reported to Mr. Edward Sarcia of Lee's Imperial Welding. Checked welder qualification papers. Visually inspected the in-progress welding performed by 2-3 qualified welders using the SMAW and FCAW processes with E-7018 electrodes and E-71T-11 wire electrode. Weldments consist of partial joint penetration groove and single pass fillet welds on base plates and connection plates to 6" x 3'x W steel tube columns marked A6, B6, C6, D6, F6, Al, Bl, Cl, Dl, Fl, 01, KI, Ml, Ql Tl and VI; partial joint penetration groove and single pass fillet welds on connection plates on 6"x 9.2 channel headers marked .A2 (2 pieces), B2, C2, D2, F2, 02 and H2, per drawings Dl, D2 and D6. Work inspected was in compliance with job plans and specifications including drawings Dl, D2 and D6. Reviewed I Ctt" _�te Roger . nsley C.E. #20132, Exp. 09/30/97 .Cc: DPR Construction/Dirk Johnson Rinne & Peterson/Jim Lender Ehrlich-Rominger/Sue Leferre City of Cupertino/Building Inspection Dept. ■ = . TESTING ENGINEERS, INC. •`2811 Adeline St. PO Box 24075 510 8353142 510 834.3777 tax Oakland, CA 94608 Oakland, CA 94623 800 6603142 Oakland Santa Clare Diablo Valley • Monterey INSPECTION REPORT WEEK ENDING 1021/94 PROJECT# 35664/DPR002 TYPE OF INSPECTION: Expansion/Anchor PROJECT: Norian 10260 Bubb Road PLACE OF INSPECTION: Jobsite Cupertino, CA Permit No. 27076 DATE Id/18/94 HOURS 8 ZONE/MILES I INSPECTOR W. Chrisawn Reported to Mr. Bob Aram of DPR Construction at the obsite. po 1 Witnessed the drfilin of 294 W diameter holes - 3" dee 266 and 7" deep (28). g P ( ) Observed the cleaning of holes. Witnessed the insertion and tightening of 266, 4S,"diameter, 4W long, Hilti-Kwik II wedge anchor bolts around new opening in existing interior concrete wall and columns at first level on lines 134, D6.5, 137, A5, A5.5, A6.5, A7 and Bl. Witnessed the insertion and tightening of 28,41," diameter, 10" long, Hilti-Kwik II wedge anchor bolts around new opening in existing interior concrete wall and columns at first level on lines D4, D6.5, D7, A5, A5.5, A6.5, A7 and Bl. Notes: Inspected bush hammering of existing concrete wall at tube column connection plates and the placement of Burk Non-Sag epoxy on lines D4, D6.5, D7, A5,A5.5, A6.5, A7 and Bl. Work inspected was in compliance with job plans and specifications including city approved drawings SO.1, details O.lT and O.lU. ------------ Review y: Roger S.Taisley C.E. #20132, Exp. 09/30/97 • lee: DPR Construction/Dirk Johnson Rinne & Peterson/Jim Lentfer Ehrlich-Rominger/Sue Leferre City of Cupertino/Building Inspection Dept. •. RECEIVED; . = TESTING ENGINEERS, INC. _ $ITY OF CUPERliNO BUILDING DW% 2811 Adeline St. PO Box 24075 510 8353142 510 8343777 fax Oakland, CA 94608 Oakland, CA 94623 800 6603142 Oakland Santa Clare Diablo Valley Monterey INSPECTION REPORT WEEK ENDING 10/14/94 PROJECT# 35664/DPR002 TYPE OF INSPECTION: PROJECT: Proof loading Nonan 10260 Bubb Road PLACE OF INSPECTION: Jobsite Cupertino, CA Permit No. 27076 DATE lb/12/94 HOURS 4 ZONE/MILES' 1 INSPECTOR N. Goard Reported to Mr. Bob Arata of DPR Construction at the jobsite. Applied tension proof load of 4500 lbs. to 44" diameter Hiltt Kwik Bolt expansion anchors located in the wall of building ant at pilasters as part of seismic upgrade at perimeter. Ten (10) anchors of a total of 40 installed were tested representing 25%without visually apparent distress or failure. Proof load values and rate of testing were supplied by drawings 6.1E and 6.1J. 'Mork inspWed was in compliance Ath job plana and specifications including city approved drawings 6.1E and 6.1J dated 8/24/94. Reviewed b : G Roger S. ey C.E. #20132, Exp. 09/30/97 lee. DPR Construction/Dirk Johnson Rinne & Peterson/Jim Leader Ehrlich-Rominger/Sue Leferre City of Cupertino/Building Inspection Dept.