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Report 07/11/08 FRI 11:30 FAX 503 670 9147 CARLSON TESTING 41002 4 Alrt!• Ofaa S, ,,, Office Bend Offlrc Carlson Testing, III c. 8f3U RN'NLnnkr. 4000 HaJ+ar 9. N1i 0301.c OR R,Iry Rd VI Ted OR 97713 Rom , • OS'173U1 umdOR ?j 1•Ln„n; /503J 1�?3 ? + ri 0 Rom, (803)169 -1:11 1 041) 33(4J S 1.1tr y)-016A4M4 Fes• (fl.i11.49 -1309 AY OJII Y9(4V /� Construction Materials Tescing & Inspection • • �� 5`i62c��cc i Special Inspection FINAL SUMMARY LETTER July 10, 2008 Job #T0709685A • City of Tigard • 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department • • Re: Oak Street Townhomes — Building 1 (Units 1 -11) • • SW Oak Street - Tigard, OR Permit Numbers: Unit Address Permit No. Unit Address Permit No 1 8934 SW Elena Lane MST2006 -00197 7! 8896 SW Elena Lane • MST2006 -00203 2 8930 SW Elena Lane MST2006 -00198 8' 8892 SW Elena Lane MST2006- 00204 3 8926 SW Elena Lane MST2006 -00199 9I 8888 SW Elena Lane MST2006 -00205 4 8922 SW Elena Lane MST2006 -00200 r 10 8884 SW Elena Lane MST2006 -00206 5 8918 SW Elena Lane MST2006 -00201 11 8880 SW Elena lane MST2006 -00207 6 8900 SW Elena Lane MST2006 -00202 Dear Sir or Madam: • This is to certify that in accordance with Section 1704.1.2 of the International Building Code, we have performed special inspection of the following item(s) per our inspection reports only: Structural Steel All inspections and tests were performed and reported according t� the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested /inspected 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 TESTIN , INC. • : Neil S Shann. Project Manager NSS /ld cc: Oak Street Townhomes LLC — Kurt Larson • City of Tigard Building Division Don Cushing Associates Icon Architecture /Planning — Dan Goodrich • • if . Main Office Salem Office Bend Office PO. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson �]����1 ��� Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Testing, FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 June 14, 2007 T0703985.A.CTI Permit No. See Below FIELD INSPECTION REPORT DATES COVERED: June 4, 2007 PROJECT: Oak Street Townhomes — Building 1 (Units 1 -11) ADDRESS: SW Elena Lane — Tigard, OR INSPECTOR: C. Griffith — COP #731, WABO #GRI729067, OBOA#414, ICBO #1136566 -85 06 -04 -17 - _Show -Up / Cancellation ; 1 nit Address Permit No. Unit Address Permit No. I 1 8934 SW Elena Lane cMST2006= 00 7 8896 SW Elena. Lane MST2006 -00203 2 8930 SW Elena Lane MT 8 8892 SW Elena Lane MST2006 -00204 3 8926 SW Elena Lane MST2006 -00199 ! I 9 8888 SW Elena Lane MST2006 -00205 4 8922 SW Elena Lane MST2006 -00200 10 8884 SW Elena Lane MST2006-00206 P f 5 8918 SW Elena Lane MST2006-00201 , 11 8880 SW Elena lane MST2006 -00207 ' I 6 8900 SW Elena Lane MST2006 -00202 As requested, CTI representative was on site for periodic welding inspection and was informed by contractor that work was not complete. Contractor to reschedule when complete. Our reports pertain to the material tested /inspected 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. li i , Neil S. Shannon Project Manager CG /ck• cc: Oak Street Townhomes LLC — Kurt Larson City of Tigard Building Division Don Cushing Associates Icon Architecture /Planning — Dan Goodrich Main Office `Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carls igard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 i �S ®� 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 Daily Report of Structural Steel Client: OAK STREET TOWNHOMES LLC - KURT LARSON Project: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) CTI Job #: _ T0703985.A Address: SW OAK STREET TIGARD OR Jurisdiction: TIGARD CTI representative K. EDWARDS OBOA 783 was on site this date Jun. 11, 2007 to perform Special Inspection for: PermitEMST - 200'6 = 0 THROUGH MS T2006 DFS #(s) • PO Number: SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations (floors) and drawing details]: 1. Checked in with superintendent, client or shop rep. Name: KERRY Company: BMC CONSTRUCTION CTI REP WAS ON SITE AND PERFORMED CONTINUOUS VISUAL INSPECTION OF CJP WELDING OF TS COLUMN 2. Inspection was "IBC" I x I Continuous n Periodic SPLICES (2 PCS 4 X 4 X 1/4 ") . NOTED THAT THE 3. Work performed: ® In the field At fab shop WELDING CONTRACTOR DID NOT HAVE A ROD HOLDING OVEN ON SITE. WELDER MADE TRIP TO SUPPLIER FOR NEW WELDING RODS. THERE WAS A DELAY IN START OF 4. If shop inspection do they have a fabrication and QC WELDING. FULL PENETRATION RFI WELD DETAIL PER procedures? n Yes fl No I x I N/A I CON DOCUMENT #1 , RFI #13 , DATED 6-6-07 . INSPECTION JOB SITE ADDRESS IS 8896 SW ELENA LN, TIGARD OR. Yes NoN /A 1. Reviewed previous inspection reports? 2. Verified steel materials are in compliance by reviewing WELDING AT 2ND FLOOR FRAMING ELEVATION LOT #'S 9 random samples of the mill test reports, steel ID X & 10 JOINING WALL. NO GRID LINE ON STRUCTURAL markings or other documentation. PLANS . 3. Verified weld filler materials conform. X 4. Checked steel members to see they were fabricated and erected in accordance with the workmanship and X tolerances required. 5. Checked welded studs and structural connections were installed as required. x REPORT SUMMARY 6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: x Completed n In progress 7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with welding operators, and tackers conform. X P } 8. Verified steel frame joint details for bracing, stiffening, n Approved plans and specifications • Shop drawings member locations, and application of joint details at each X connection are in compliance by random sampling. x RFI Design change Submittal ( I N/A Document #(s) RFI 413 Dated: 6 - - 07 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: MIKE HUDSON Certification #: CITY OF PORTLAND C- 2254/EXP 6 -5 -08 following page(s). I Yes No X N/A 4. Noncompliance item(s) were reinspected this date, details • Yes No N/A on following page(s). 1 Yes No x N/A 1. Verified the contractor's Welding Procedure progress Conform n Remain i❑ Specifications are in conformance with X AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X KERRY employed during execution of the work. o f BMC CONSTRUCTION 3. Verified the weldability of reinforcing steel Based on the Code. approval is required from the Building Official before the other than ASTM A706. X SPECIAL_ INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. See additional report page(s). Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 06/11/2007 CTI Job #: T0703985 .A Project: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested /inspected 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. Neil Shannon Ar iCUL-- Project Manager KDE /JWA CC: OAK STREET TOWNHOMES LLC - KURT LARSON CITY OF TIGARD BUILDING DIVISION DON CUSHING ASSOCIATES ICON ARCHITECTURE /PLANNING - DAN GOODRICH Main Office Salem Office Bend Office P.O. Box 23814 ,0 Hudson Ave., NE P.O. Box 7918 . igard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc. I Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 May 1, 2007 T0703985.A.CTI Permit No. See Below SHOP INSPECTION REPORT @ Newberg Steel DATES COVERED: April 27,.2007 PROJECT: Oak Street Townhomes — Building 1 (Units 1 -11) ADDRESS: SW Elena Lane — Tigard, OR INSPECTOR: B. Baty — COP #728, WABO #BAT585126, OBOA#411, ICBO #5012760 -85 U Address Permit No. Unit Address Permit No. 8934 SW Elena Lane MST2006 -00197 7 8896 SW Elena Lane MST2006 -00203 2 8930 SW Elena Lane MST2006 -00198 _ 8 8892 SW Elena Lane MST2006 -00204 3 8926 SW Elena Lane MST2006 -00199 9 8888 SW Elena Lane MST2006 -00205 4 8922 SW Elena Lane MST2006 -00200 10 8884 SW Elena Lane MST2006 -00206 5 8918 SW Elena Lane MST2006 -00201 11 8880 SW Elena lane MST2006 -00207 6 8900 SW Elena Lane MST2006 -00202 04 -27 -07 — Structural Steel: As requested, CTI representative visited Newberg Steel (shop) to inspect welding of 10 x 33 beams. A weld detail was not available. The fillet welds on all sides of the stiffeners were 1/4" and the all - thread rod welds were according to AWS for weld size. Welding by Frank Kraaz, #C -1889, was in accordance with AWS for the units noted above. Mill certs, WPS, and QC manual were checked previously. The following non - complying item was observed: A. Welding is incomplete for Unit 11 beam and need weld detail. * ** CHECK ONE BOX ONLY' YES NO 1. This is a preliminary inspection only. — OR — El 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 0 conforming. t Our reports pertain to the material tested /inspected 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. • 9(4/14e/i/t/V4 Neil S. Shannon Project Manager BB /sab Attachment cc: Oak Street Townhomes LLC — Kurt Larson City of Tigard Building Division Don Cushing Associates Icon Architecture /Planning — Dan Goodrich Carlson Testing, Inc. Incompleted Items List (NCL) May 01, 2007 T0703985.A Project Name: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) Project Address: SW ELENA LANE TIGARD OR Permit No: SEE NOTES P.O. No: Project Manager: NEIL S . SHANNON Item # Insp. Date Item Description Compliance CTI Sign -Off Date _ Corrected 1 RB 04/27/2007 WELDING IS INCOMPLETE FOR UNIT 11 BEAM AND NEED WELD DETAIL. • • CC: OAK STREET TOWNHOMES LLC - KURT LARSON CITY OF TIGARD BUILDING DIVISION PARKER CONCRETE DON CUSHING ASSOCIATES FOSTER GAMBEE GEOTECHNICAL PE ICON ARCHITECTURE /PLANNING - DAN GOODRICH Page: 1 Main Office .,alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 ss�� �r yy�� y ° Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 6A��r7 ®Hd ��S�lng 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 Daily Report of Structural Steel Client: OAK STREET TOWNHOMES LLC - KURT LARSON Project: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) CTI Job #: T0703985 .A Address: SW ELENA LANE TIGARD OR Jurisdiction: TIGARD CTI representative B . ADAMS was on site this date r 12, 2007 to perform Special Inspection for: Permit SEE NOTES DFS #(s) _ PO Number: SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations (floors) and drawing details]: 1. Checked in with superintendent, client or shop rep. Name: FRANK VISUAL INSPECTION OF 10 DOUBLE COLUMNS NO P.M. Company: NEWBERG STEEL AND 2 SINGLE COLUMNS NO P.M. DID CONFORM TO AWS D1.1 FOR WELD QUALITY AND WORKMANSHIP. MARKED 2. Inspection was "IBC" n Continuous © Periodic CTI vi OK. 3. Work performed: fl In the field © At fab shop NEWBERG STEEL 4. If shop inspection do they have a fabrication and QC procedures? © Yes n No N/A INSPECTION Yes NoN /A 1. Reviewed previous inspection reports? X 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X markings or other documentation. 3. Verified weld filler materials conform. X 4. Checked steel members to see they were fabricated and erected in accordance with the workmanship and X tolerances required. 5. Checked welded studs and structural connections were installed as required. X REPORT SUMMARY 6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: ® Completed n In progress 7. we the ators, and produced sackers conform. welders, 2. Completed work inspected was in compliance with welding operators, and . X P p p 8. Verified steel frame joint details for bracing, stiffening, © Approved plans and specifications n Shop drawings member locations, and application of joint details at each X connection are in compliance by random sampling. RFI Design change Submittal N/A Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: FRANK KRAAZ following page(s). n Yes ® No n N/A Certification #: C -2164 4. Noncompliance item(s) were reinspected this date. details Yes No N/A on following page(s). Yes ® No n N/A I. Verified the contractor's Welding Procedure Specifications are in conformance with X n Conform n Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X FRANK KRAAZ employed during execution of the work o f NEWBERG STEEL 3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of con tractors or subcontractors. 7 See additional report page(s). 7 Distribute attachments. Page 1 of Daily Report of Structural Steel For: 03/12/2007 CTI Job #: T0703985.A Project: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) Notes: UNIT 1: 8934/MST2006 -00197 UNIT 2: 8930/MST2006 -00198 UNIT 3: 8926/M5T2006 -00199 UNIT 4: 8922/MST2006 -00200 UNIT 5: 8918/MST2006 -00201 UNIT 6: 8900 /MST2006 -00202 UNIT 7: 8896/MST2006 -00203 UNIT 8: 8892/M5T2006 -00204 UNIT 9: 8888/M5T2006 -00205 UNIT 10: 8884/M5T2006 -00206 UNIT 11: 8880/MST2006 -00207 In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested/inspected 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. • Neil Shannon Project Manager BA /DSR CC :OAK STREET TOWNHOMES LLC CITY OF TIGARD BUILDING DIVISION DON CUSHING ASSOCIATES ICON ARCHITECTURE /PLANNING - DAN GOODRICH Main Office .alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 e� Carlson gard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Testing Inc. T l. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Fax (503) 684-0954 Fax (503) 589 -1309 Fax (541)330 -9163 Daily Report of Structural Steel Client: OAK STREET TOWNHOMES LLC - KURT LARSON Project: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) CTI Job #: T0703985.A Address: SW ELENA LANE TIGARD OR Jurisdiction: TIGARD CTI representative. B - ADAMS was on site this date Mar. 12, 2007 to perform Special Inspection for: Permit SEE NOTES DFS #(s) PO Number: SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations (floors) and drawing details]: 1. Checked in with superintendent, client or shop rep. Name: FRANK VISUAL INSPECTION OF 10 DOUBLE COLUMNS NO P.M. Company: NEWBERG STEEL AND 2 SINGLE COLUMNS NO P.M. DID CONFORM TO AWS • D1.1 FOR WELD QUALITY AND WORKMANSHIP. MARKED 2. Inspection was "IBC" n Continuous © Periodic CTI VI OK. 3. Work performed: n In the field © At fab shop NEWBERG STEEL 4. If shop inspection do they have a fabrication and QC -- procedures? © Yes El No n N/A INSPECTION Yes NoN /A 1. Reviewed previous inspection reports? X 2. Verified steel materials are in compliance by reviewing - random samples of the mill test reports, steel ID X markings or other documentation. 3. Verified weld filler materials conform. X 4. Checked steel members to see they were fabricated and erected in accordance with the workmanship and X tolerances required. 5. Checked welded studs and structural connections were installed as required. X REPORT SUMMARY 6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: ® Completed n In progress 7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with welding operators, and tackers conform. X P p p 8. Verified steel frame joint details for bracing, stiffening, IN Approved plans and specifications n Shop drawings member locations, and application of joint details at each X connection are in compliance by random sampling. n RFI n Design change n Submittal n N/A Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: FRANK KRAAZ following page(s). n Yes ® No n N/A Certification #: C - 2164 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). — 1 Yes I X I No n N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X n Conform n Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X FRANK KRAAZ employed during execution of the work. of NEWBERG STEEL 3. Verified the weldability of reinforcing steel Based on the Code. approval is required from the Building Official before the other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of or subcontractors. See additional report page(s). 7 Distribute attachments. P 1 o f 1 Daily Report of Structural Steel For: 03/12/2007 CTI Job #: T0703985.A Project: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) Notes: �l�/p�� UNIT 1: 8934/MST2006 -00197 / J 7Y1C-7_, UNIT 2: 8930/MST2006 -00198 % 3C) E UNIT 3: 8926/MST2006 -00199 g9 UNIT 4: 8922/MST2006 -00200 UNIT 5: 8918/MST2006 -00201 7 /a"" G ,_ UNIT 6: 8900/MST2006 -00202 T 9 0 G UNIT 7: 8896/MST2006 -00203 ggj(' UNIT 8: 8892/MST2006 -00204 S 4, (�- UNIT 9: 8888/MST2006 -00205 5'?S UNIT 10: 8884/MST2006 -00206 Qq "-' E_1 UNIT 11: 8880/MST2006 -00207 TV3b 1%/1/ ./ In some cases moire than one box may be checked for a given item on the front page. Our reports pertain to the material tested /inspected 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. • Neil Shannon Project Manager BA /DSR CC OAK STREET TOWNHOMES LLC CITY OF TIGARD BUILDING DIVISION DON CUSHING ASSOCIATES ICON ARCHITECTURE /PLANNING - DAN GOODRICH