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Correspondence . Slow ":.kais IN � razan & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 24, 2003 ICA No. 086 -03001 Mr. Kirk Bezanson 1 I / The Home Depot 370 Corporate Drive North A Q Tukwila, WA 98188 f RE: Construction • • '1! and Inspection e Depo . !I Center • • : on 14800 SW Sequoia Parkway tja.-{) - Tigard, Oregon Dear r. : : - -. - - •, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The inspections were performed by our inspectors on the following dates: • Structural Steel dated February 11, 2003 iV _ - . _ / / • Structural Steel dated February 12, 2003 0 G> If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, I. • • N & ASSOCIATES, INC. cj'(/ Elizabeth Vaitautolu Administrative Assistant Vancouver Office CC DAVID FAWLEY, OMICRON CITY OF TIGARD BUILDING DEPARTMENT 4 r-_T G" " KraZan 86 ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DAILY FIELD REPORT Date of Inspection: February 11, 2003 Report Number: 21103 Kirk Bezanson Project Number: 08603001 The Home Depot Project Name: Home Depot Tool Center Addition 370 Corporate Drive North Project Address: 14800 SW Sequoia Parkway Tukwila, WA 98188 Tigard, WA Project Number: 08603001 Type of Inspection Performed: Structural Steel — Field Items Inspected: 3/8" Fillet welds at horizontal T.S. beam to T.S. column connection Location: Line H, future doorway frame Position Filler Metal Process Weld Type Weld Size Codes Flat, Vertical, E71T -1 FCAW Fillet 3/8" AWS, UBC Overhead Discrepancies Listed Below : Yes I I No I X NOTES: Krazan was onsite as requested to perform continuous weld inspection of 3/8" fillet welds as required by AWS D1.1 -02. Krazan was on standby for an hour and a half waiting for piece to arrive from fabricators. Piece erected after arrival, T.S. 6 x 6 x 1/4 welded to T.S. 6 x 6 x 1/4 columns with 3/8" fillets, and to (3) through bolt anchored 12 x 12 1/2 plates with 3/8" flare bevel fillets per approved plans. Note: Approved plans call for 3/8" fillets all around at horizontal T.S. to columns T.S. connection, but only 3 sides out of 4 possible for weld due to access. Engineer contracted and verbally accepted (3) welded sides, paperwork will be faxed to Krazan. Work observed per plans and specifications. To the best of my knowledge, the above was in accordance with the Uniform Building Code, approved plans and specifications, and local regulatory requirements. Inspector/Technician: Dave Selander Certification #: COP 769 If you have any questions regarding the information listed above, feel free to call us at (360) 254 -3200. Sincer= i r" is Gessner . Construction Services Manager Southwest Washington & Oregon Division Kr azan 86 ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING 8s INSPECTION DAILY FIELD REPORT Date of Inspection: February 12, 2003 Report Number: 21203 Kirk Bezanson Project Number: 08603001 The Home Depot Project Name: Home Depot Tool Center Addition 370 Corporate Drive North Project Address: 14800 SW Sequoia Parkway Tukwila, WA 98188 Tigard, WA Project Number: 08603001 • Type of Inspection Performed: Structural Steel — Field Items Inspected: Beam clips, stub columns, 63 x 3 x 3/16 struts, A325 -N bolted connections, braced frame Welder qualification/certification FCAW verified for: Position Filler Metal Process Weld Type Weld Size Codes N/A E71T -1 FCAW Fillet N/A AWS, UBC • Discrepancies Listed Below : I Yes I I No I X NOTES: Krazan was onsite as requested to perform high strength bolting and welding onsite. Area of inspection of new tool center roof level, addition of new W14 x 22 beams, stub columns, struts, and welded beam clips. Also verified welds at new T.S. braces. (1) Beam not yet installed, under existing W14, concrete column must be removed prior to beam erection. Beam clip already installed and verified. All bolting of A325 -N complete, snug tight requirement only. Work observed per approved plans and project specifications. To the best of my knowledge, the above was in accordance with the Uniform Building Code, approved plans and specifications, and local regulatory requirements. Inspector/Technician: Dave Selander Certification #: COP 769 If you have any questions regarding the information listed above, feel free to call us at (360) 254 -3200. Sincer Eric Gessner Construction Services Manager Southwest Washington & Oregon Division FROM : Krazan a n000c, FIIX MO. 360549400 Mar. 31 2003 09:49f1M P1 • I(raZ & ASSOCIATES , INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING • CONSTRUCTION TESTING & TNSPT+',CTTON November 18, 2002 KA No. 086 -03001 Permit No.: BUP- 2002 -00535 Mr. Kerry Swanson The Ilome Depot 370 Corporate Drive North . Tukwila, WA 98188 • RP: Final Letter Regarding Hume Depot Tuul Center Addition 14800 SW Sequoia Parkway Tigard, OR • Dear Mr. Swanson: This is to certify that, in accordance with Section 1701 of the State Building Code, we have performed special inspections of the following items: • Reinforced Concrete • Structural Field Welding and Bolting • • Epoxy Anchors All inspections and tests were performed and reported in accordance .with the requirements of the approved plans, specifications and the Uniform Building Code, and to the best of my knowledge, the work was in conformance with the applicable workmanship provisions of the State Building Code and Standards. If you have any questions or if we can be of further assistance, please do not hcsitatc to contact our office at (360) 254-3200. Respectfully submitted, KRAZ ASSOCIATES, INC. .ric ti Construction Services Manager Southwest Washington gton and Oregon • a cr.. flmirmn Buiadiq DcpmuncnI, City ufTiparJ With Eleven Offices Serving The Western United States 12836 NE 95 Street • Vancouver. Washington 98682 • (36T1) 25d -32110 • Fax! (16(1) 944_0400 •