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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1995-8-3 L -1 Environmental DS: Geotechn~cal . - ConstructIon Consulting. Engineering. Testing C11o-CO\5 3402.. t'v\cM 0 Crt: REPORT OF INSPECTION SERVICES TESTED FOR: BINEHAM CONSTRUCTION 3265 ST. CROIX AVENUE PROJECT: KNECHT'S AUTO PARTS EUGENE, OR 97408 DATE: August 03, 1995 . , OUR REPORT NO.: 722-58047-00003 REMARKS: Criteria: Specification ~or_structu~al joi~ts using UBC-9~ ch~pter 27-7 A representative of PSI .was present on this date to conduct inspection of high strength bolts. Inspection was made on 3/4" A-325 bolts placed at column to truss and truss to truss connections using a calibrated torque wrench. All bolts were placed and tightened in accordance with the criteria cited above. Respectfully submitted" PSI , " ,A, , REf:lORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INOUSTRIES, INC. Information To Build On PS'....3011-1(F) PSI. 545 Conger Street. Eugene, OR 97402 . Phone 503/484-9212 . Fax 503/344.2735 l.... ~., Envi 1,1".. ~I ....... Geotechnical . - Construction Consulting. Engineering. Testing C\ u>-COLu. .~402- ~n"-6t:-. REPORT OF INSPECTION SERVICES TESTED FOR: BINEHAM CONSTRUCTION 3265 ST. CROIX AVENUE PROJECT: KNECHT'S AUTO PARTS EUGENE, OR 97408 DATE: July 20, 1995 OUR REPORT NO.: 722-58047-00001 REMARKS: Criter~a specification for structural joints UBC-94, #27-7 A representative of PSI was present on this date to conduct., high strength bolting inspection at Knechts Auto 'Parts. Inspection was made on 3/4" A-325 high strength bolts at truss to truss and truss to column connections using a calibrated torque wrench. All bolts were placed and tightened in accordance ~ith the criteria cited above. Respectfully submitted, PSI REPORTS MAY NOT BE REPRODUCED, exCEPT IN FULL. IMTHOUT WRITTEN PERMISSION BY PROfESSIONAL SERVICE INDUSTRIES, INc. PSIA-'OO-l (F) Information To Build On PSI. 545 Conger Street. Eugene, OR 97402. Phone 503/484-9212. Fax 503/344-2735