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Report (542) Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE PO. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Vesting, Inc, • Phone (503) 684 -3460 Phone (503) 589-1252 Phone (541) 330 9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 February 5, 2002 T0108092. CTI Permit No. BUP2001 -00061 FIELD INSPECTION REPORT FILE COPY DATES COVERED: January 28, 29, and 31, 2002 PROJECT: Green Office Complex ADDRESS: 11560 SW 67 Ave — Tigard, OR INSPECTOR: S. Smith — COP #544, OBOA #327, AWS #95050191 01- 28 -02: As requested, CTI representative was on site for structural steel inspection and the following was noted. 1) Received samples of bolting, (1) 3 -7/8" diameter A -325 tension control bolting and (3) 1" diameter A -325 tension control bolts (3 ", 3 % ", 2W). (3) samples of each size received and transported to lab for Skidmore evaluation. Average shear tab separation on 7/8" diameter bolts, 42 kips. Average shear .tab separation of 1" diameter, 63 kips. Both values are satisfactory according to AISC Standards. 2) Performed walkdown of work area. Most steel erected at this time — approximately 50% of bolting is complete. Reviewed changes in welding provided by contractor from structural engineer. Welder certifications and WPS were satisfactory. 01- 29 -02: As requested, CTI representative was on site for a structural steel inspection and the following was noted. 1) Per structural engineer, grid 12/A anchor bolt pattern change is satisfactory "as- built." This is also true at grids 9/A and 11/A — see attached. 2) Base plate satisfactory at area requiring chipping out to thrust plate (area cleared prior to column installation). 3) Began monitoring and inspection of welding provided for in supplied approved detail (Alternative 4,5). Welding is approximately 20% complete. Work appears satisfactory at this time. Work quality good. No problems to report at this time. 01- 31 -02: As requested, CTI representative was on site for a welding /bolting inspection and the following was noted. 1) Visual examination was performed on welding per Alternate 4, 5 (revision of A, B, C, D, E, F, G). Welding appeared to conform to AWS D1.1 Structural Steel Code Standards. WPS and welder certifications appeared satisfactory. TO108092.doc : f 1 1 ,1:', l 5't �`�// V 1 { H� A ,Y t February 5, 2002 ,` " T0108092.CTI or Page2of2 2) Visual examination was performed of connections using 7/8 ", as well as 1" diameter, A -325 bolting (tension control bolting). All shear tabs removed with (4) exceptions at C4, 3 grid frame. (4) bolts required turn -of- the -nut tensioning due to joint geometry and stripped spline. Bolts now tension satisfactorily. This concludes structural steel inspection for this project. Our reports pertain to the materials inspected /tested only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARL '1 TESTING, INC. ►. ; W. Leach C Executive Officer S' .ab Attachments cc: Green Investments City of Tigard Building Department Tim Covert Engineering T0108092.doc F Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 • Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 r' rlson " Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 March 12, 2002 T0108092. CTI Permit No. BUP2001 -00061 FIELD INSPECTION REPORT DATES COVERED: March 4, 2002 PROJECT: Green Office Complex ADDRESS: 11560 SW 67 Ave — Tigard, OR INSPECTOR: S. Smith — COP#544, OBOA #327, AWS#95050191 03- 04 -02: As requested, CTI representative was on site for a structural steel inspection. Visual examination of (2) GIu -Lam buckets, top ridge line, north and south, was performed. Work conformed to direction provided by Tim Covert, structural engineer -of- record, to align buckets with columns. Welding appeared to conform to AWS D1.1 Structural Steel Code Standards for weld quality and workmanship. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. — OR — ❑ 2. The work inspected conforms to acceptance criteria listed above. If "No," the portions of the work that are non - conforming items are clearly stated above and will be added to the NCL. Remaining portions of the work, which are not preliminary in nature, are to be considered as ® ❑ conforming. Our reports pertain to the materials inspected /tested only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLS e/ 4 TESTING, INC. Dou as W. Leach i C ' :• ' Executive Officer S. sab cc: Green Investments City of Tigard Building Department Tim Covert Engineering t rtr i '. P '* ` 03-04 -02 fr.doc Main Office . Salem Office Bend Office P.O. Box 23814 :. 4060 Hudson Ave., NE P.O. Box 7918 / • Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 arl s on Te s tin , Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 January 30, 2002 T0108092.CTI Permit No.: BUP2001 -00061 • SHOP INSPECTION REPORT @ Wshart Welding & General Fabrication DATES COVERED: January 25, 2002 PROJECT: Green Office Complex ADDRESS: 11560 SW 67 Ave — Tigard, OR INSPECTOR: S. Smith — COP#544, OBOA #327, AWS #95050191 01- 25 -02: As requested, a CTI representative was at the shop of Wishart Welding & General Fabrication this date to witness repairs performed on misfabrication on columns. Visual examination of fit up as well as monitoring of in- process welding was performed. • All work observed this date appeared to conform to AWS D1.1 structural steel code standards for weld quality and workmanship. Our reports pertain to the materials inspected /tested only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARL ;1 TESTING, INC. • Do r W. Leach C • - • Executive Officer ck cc: Green Investments City of Tigard Building Department Tim Covert Engineering T0108092.sr.doc Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson 'Vesting Inc. 4� aC • Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 October 9, 2001 T0108092.CTI Permit No. BUP2001 -00061 SHOP INSPECTION REPORT @ Wishart Welding DATES COVERED: October 3 and 4, 2001 PROJECT: Green Office Complex ADDRESS: 11560 SW 67 Avenue — Tigard, OR INSPECTOR: J. King COP #729, WABO #KIN821850, OBOA#416 10- 03 -01: CTI representative was at the shop of Wishart Welding, at the request of Matt with Wishart, for continuous inspection of welding on plate to column connections. Note: The drawings (shop) are unclear as to whether the weld was partial joint penetration or complete joint penetration double bevel. The structural engineer verified (via phone) depth of groove is weld size needed (except that 3/8" double bevel on 5/8" plate is not possible), in which case 5/16" is okay. (The plate is beveled to a point.) Also, the 1 -3/8" plates should have 5/8" bevels. All plates are beveled to a point though. Work is in progress on columns 3A x 2 and 2A x 1 at this time by certified welders using WPS's on specified steel. 10- 04 -01: CTI representative was at the shop of Wishart Welding, at the request of Matt with Wishart, for continuous inspection of plate to column partial joint penetration and oversized fillet welding. Welding is being performed within AWS prequalification requirements and WPS's by certified welders. Work is in progress on columns 3A x 2 and 2A x 1. This inspector is being' relieved by CTI. representative S. Smith. Our reports pertain to the materials inspected /tested only. Information contained herein is not to be reproduced, except . in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CA RLS TESTING, INC. J / Do s W. Leach Chi; Executive Officer . J -ab c Green Investments City of Tigard Building Dept. Tim Covert Engineering Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 �1 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330-9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 October 5, 2001 T0108092.CTI Permit No. BUP2001 -00061 SHOP INSPECTION REPORT @ Wishart Welding DATES COVERED: October 2, 2001 PROJECT: Green Office Complex ADDRESS: 11560 SW 67 Avenue — Tigard, OR INSPECTOR: C. Griffith, COP #731, WABO #GRI72 -9067, OBOA#414 10- 02 -01: CTI representative was at the shop of Wishart Welding for continuous inspection of welding at complete joint penetration welds and 3/8" fillets per supplied drawings, sheets 1, 2, and 3 of 13. WPS's and mill certificates were reviewed and on file at office. Welders: Tim Wishart CTI #1385 Expiration Date: 05 -09 -02 Mike McCollumn CTI #1033 Expiration Date: 07 -24 -02 Cary Hagedorn CTI #1032 Expiration Date: 05 -15 -02 Filler metal = Front Arc 711, E71T -1, .045" and .052 ". Shielding gas = CO at 35 to 40 CFH. Weld machine settings were monitored with a calibrated volt/amp meter ( #1519): - Tim Wishart Amps 240 -250 Volts 24-25 Mike McCollumn Amps 240 -255 Volts 24 -25 Cary Hagedorn Amps 220 -235 Volts 25 -26 Reading were within range of WPS. Columns in process are piece mark numbers 3Ax2 and 2Ax1. Fit -ups were inspected and found acceptable. Root passes and backgouging observed. No columns complete at end of shift. Our reports pertain to the materials inspected /tested only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this • office. Respectfully submitted, CARL t TESTING, INC. / _ /i� 9 glas W. Leach ief Executive Officer . i G /sab cc: Green Investments City of Tigard Building Dept. Tim Covert Engineering i , Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc. Phone (503) 684-3460 Phone (503) 589 -1252 Phone (541) 330 -9155 9 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 October 16, 2001 T0108092.CTI Permit No. BUP2001 -00061 SHOP INSPECTION REPORT @ Wishart Welding DATES COVERED: October 4, 5, 8, 9, and 11, 2001 PROJECT: Green Office Complex ADDRESS: 11560 SW 67 Tigard, OR INSPECTOR: S. Smith COP #544, OBOA #327 J. King COP #729, WABO #KIN821850, OBOA#416 10 -04 -01 (S. Smith): CTI representative was at the shop of Wishart Welding and relieved CTI representative, J. King, to continue monitoring production of partial penetration welds on columns. Visual examination was also made of the following beams: (1) 5B with hanger (2) 7B (2) 5A - (1) 6B with hanger (1) 5B with hanger (3) 7A (1) 6B with hanger (1) 5B (1) 5A (1) 5A Visual examination of this work, as well as all work observed on columns, conformed to approved drawing and AWS D1.1 Structural Steel Code Standards. 10 -05 -01 (S. Smith): CTI representative was at the shop of Wishart Welding and continued monitoring. All work observed this date appeared to conform to AWS D1.1 Structural Steel Code Standards for Weld Quality and Workmanship. 10 -08 -01 (S. Smith): CTI representative was at the shop of Wishart Welding this date to continue monitoring production of partial penetration welds. Visual examination of fit -up, as well as in- process weld monitoring, was performed. All work observed this date appeared to conform to AWS D1.1 Structural Steel Code Standards for Weld Quality and Workmanship. 10 -09 -01 (J. King): CTI representative was at the shop of Wishart Welding, at their request, to observe and monitor the welding of partial joint penetration and oversized fillet welds. Work is in progress on pieces 1A and 1A opposite by certified welders on specified steel. Another CTI representative (S. Smith) will be relieving this inspector upon arrival and performing the required inspections. 10 -09 -01 (S. Smith): CTI representative was at the shop of Wishart Welding, and relieved CTI representative, J. King, this date to perform monitoring of partial penetration weld production. The following items were completed at this time: (2)Mk1A (1)Mk2AOpp (1) Mk 1A Opp (2) Mk 3A (1) Mk 2A (1) Mk 3A Opp l Y� * T 6 1 ,, 4. M �n . G 1 p. - "� 4 r ,n .9 ' xv t�' a 0 - ,l '9 {t' L a l ,I exammation disclosed this work to conform to AWS D1.1 Structural Steel Code xF Standards' Weld Quality and Workmanship. yh y It E+ yy} . , �w' 10 11 =01 (S. Smith): CTI representative was at the shop of Wishart Welding this date to Visual ° = y' exa oftwelding production wel as interpass weld cleaning, was observed. All w examined ` ,x„',"c; this date appeared to conform to AWS D1.1 Structural Steel Code Standards, as well as "= :"'L approved drawings. Beams examined are listed below: ° _ ' ' " ,t. (2) 6B with hanger (1) 5B (2) 7B (4) 6A (1) 5A Our reports pertain to the materials inspected /tested only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Douglas W. Leach Chief Executive Officer SS /JK/sab cc: Green Investments City of Tigard Building Dept. Tim Covert Engineering Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc • P FAX (503) 684 09540 Phone (503) 589 -1252 Phone (541) 330-9155 FAX (503) 589 -1309 FAX (541) 330 -9163 November 7, 2001 T0108092.CTI Permit No.: BUP2001 -00061 SHOP INSPECTION REPORT @ Wishart Welding DATES COVERED: October 16 and 17, 2001 PROJECT: Green Office Complex ADDRESS: 11560 SW 67 Avenue — Tigard, OR INSPECTOR: S. Smith — COP#544, OBOA #327, AWS #95050191 10 16 - 01: CTI representative was at the shop of Wishart Welding to examine fit -up of last 5 columns. Visual examination of bevel preps as well as in process weld monitoring was performed. All work observed this date appeared to conform to AWS D1.1 structural steel code standards for weld .quality. 10 17 - 01: CTI representative was at the shop of Wishart Welding and continued monitoring welding of 3/8" welds on stiffeners, as well as partial penetration welds. Final examination was performed on columns 3A (opp), 3B, and 2 pcs 3B (opp). All work examined appeared to conform to AWS D1.1 structural steel code standards. Our reports pertain to the materials inspected /tested only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLS > TESTING, INC. 14 2 as W. Leach Chief Executive Officer SS /ck cc: Green Investments City of Tigard Building Department Tim Covert Engineering T0108092.FR.doc