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Report 07/11/08 FRI 11:30 FAX 503 670 9147 CARLSON TESTING 4 002 )1111. Office Sul,. Office Vend Offlrc Carlson Testing, Inc. 8730 SwNeM1 -d.. P000H,idm L; NB yew, 77752Rd011 Need, 01(977.74 t G0 ad !, N, Utn2 OR 7770. plmn„ (507)lR Phan, (503)5R9 "1:57 17ww (41).7 -91SS Construction Materials Testing & Inspection n l,nl(n Rd -rNid Fes. Lfn..)5,,? -1307 14,(et Special Inspection FINAL SUMMARY L 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 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 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 to 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. , 1/ ,, Neff S Shann +' Project Manager NSS /Id cc: Oak Street Townhomes LLC — Kurt Larson City of Tigard Building Division Don Cushing Associates Icon Architecture /Planning — Dan Goodrich IN Wt Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 791 S C'AriSOM Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Test ing,. ��C0 Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Fax (503) 684 -0954 Fax (503) 589 -13.09 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: TI GARD CTI representative K. EDWARDS OBOA 783 was on site this date Jun. 11, 2007 to perform Special Inspection for: Permit MST200 00197 THROUGH MST2006- 002207 DFS #(s) /'rI`77 3 2C i-- 0 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' ® Continuous I I Periodic SPLICES (2 PCS 4 X 4 X 1/4 ") . NOTED THAT THE 3. Work performed: l X l In the field n 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? I I Yes I 1 No I F t 1N %A ICON 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'? x WELDING AT 2ND FLOOR FRAMING ELEVATION LOT #'S 9 2. Verified steel materials are in compliance by reviewing 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: I x 1 Completed I I In progress 7. Verified the quality of welds produced by welders, welding operators, and tackers conform. X 2. Completed work inspected was in compliance with S. Verified steel framejoint'details for bracing, stiffening. I I Approved plans and specifications n Shop drawings member locations, and application of joint details at each x connection are in compliance by random sampling. x RFI n Design change I] Submittal n N/A Document #(s) RFI #.13 _ Dated: 6 6 07 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: MIKE HUDSON • following page(s). Yes No x I N!A Certification CITY OF PORTLAND C 2254/EXP 6 - 5 - 08 4. Noncompliance item(s) were reinspected this date. details Yes No N/A on following page(s). [ I Yes No I x I N/A I. Veried the contractor's Welding Procedure Conform I J Remain in progress Specifications are in conformance with x A WS 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 EMC CONSTRUCTION 3: Verified the weldability of reinforcing steel other than ASTM A706. X Based on the Code, approval is required from the Building Official before the E C IAI_ INSPECTED items noted above can be covered. Carlson Testing a has.no authority to direct work of contractors or subcontractors. See additional report page(s). Distribute attachments. Page 1 o f - 1 • Main Office * 'Salem; Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 e Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 C ar l son Testing Inc0 P4 0 Phone.(503) 589 1252 P130 5 A 9 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 -07 Show,Up"%',Cancellation,17 Unit Address Permit No. 1 Unit Address Permit No. 1 8934 SW.EIena Lane MST2006 00197 I 7 8896 SW Elena.Lane MST2006-00203 1 2 8930 SW Elena Lane EMST2006 0019 I 8 8892 SW Elena Lane MST2006 00204 3 8926 SW Elena Lane MST2Q06 00199 ( 9 8888 SW Elena Lane MST2006 -00205 4 8922 SW Elena Lane MST2006 -00200 I 10 8884 SW Elena Lane MST2006- 00206 I 5 8918 SW Elena Lane MST2006 -00201 I II 11 8880 SW Elena lane MST2006 -00207 , 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. a 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 i 0 Main Office �alem Office Bend Office P.O. Box 23814 ,U Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc. A 684-3460 Phone FAX (503) 684 0954FAX (503) 589-1309 Phone FAX 541 330-9163 5 May 1, 2007 T0703985.A.CTI Permit No. See Below SHOP INSPECTION REPORT @ Newberg Steel DATES COVERED: April? r20Q7 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 Unit 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 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 TM 1. This is a preliminary inspection only. — OR — , w El ; ii k. 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. 1 . k'.;a Remaining portions of the work, which are not preliminary in nature, are to be considered as ❑ 6 i conforming. , 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. ?4/44/1/1/1/1-& , - 111 ..._ Neil S. Shannon Project Manager BB /sab Attachment cc: Oak Street Townhomes LLC — Kurt Larson City of Tigard Building Division Don Cushing Associates i \\ Icon Architecture /Planning — Dan Goodrich Main Office •lem Office Bend Office F.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 ���� ®� ��� -�� 1 `, 9 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 to perform Special Inspection for: Pe rmit 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" 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 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 I. Work inspected was: © Completed El In progress 7. Verified the quality of welds produced by welders,' 2. Completed work inspected was in comp Nance with welding operators, and tackers conform. x P P 8. Verified steel frame joint details for bracing, stiffening, © Approved plans and specifications Ell 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. KP.AAZ Certification #: C - 2164 following page(s). n Yes . © No n N/A 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). Yes ® 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. 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 contractors or subcontractors. • n See additional report page(s). [1 Distribute attachments. Page 1 of 1 Main Office Terri Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 �+ ¢ . Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 � �so �es 1 i 9 Inc. Phone (503) 684 -3460 Phone (503) 5.89 -1252 Phone (541) 330 -9155 Fax (503) 684 -0954 Fax :(503) 589 -1309 Fax (541) 330 -9163 • Daily Report of Structural Ste 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 LIDID CONFORM TO AWS AND 2 SINGLE COLUMNS NO P.M. U _ _ . - D1.1 FOR WELD QUALITY AND WORKMANSHIP. MARKED 2. Inspection was "IBC" El Continuous © Periodic CTI VI OK. 3. Work performed: 0 In the field © At fab shop NEWBERG STEEL 4. If shop inspection do they have a fabrication and QC procedures? © Yes u No 0 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. Verifiedsteel frarnejoint details for bracing, stiffening, ® Approved plans and specifications n Shop drawings member locations,:and ;application of joint details at each X connectiomare in compliance by random sampling. n RFI Design change n Submittal 0 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 iteni(s) were reinspected this date, details Yes No N/A on following page(s). n Yes ® No n N/A 1. Verified the contractor's Welding Procedure n Conform Remain in progress 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 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.Biiilding 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. ' ( I See additional report page(s). n Distribute attachments. Page 1 of 1 Daily Report of Structural Steel • For: 03/12/2007 CTI Job #: T0703985.A Project: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) Notes: rl � pp � UNIT 1: 8934/MST2006 -00197 � 'i.3 7 UNIT 2: 8930/MST2006- 00198 7 36- f -641a_ UNIT 3: 8926/MST2 006 -0 0 19 9 Tj aCF hc� UNIT 4: 8922/MST2006- 00200 2 ?- Qjy � � UNIT '5: 8918/MST2006 -00201 7 "S ' UNIT 6: 8900/MST2006-00202 Tg00 UNIT 7: 8896/MST2006 -00203 gggL. UNIT 8: 8892/MST2006-00204 4, UNIT 9: 8888/MST2006 -00205 Sy $f UNIT 10: 8884/MST2006 -00206 UNIT 11: 8880 /MST2006 -00207 T g Sjb t /V� • 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