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Report ; 07/1'1/08 FRI 11 :30 FAX 503 670 9147 CARLSON TESTING • 0002 • p�q �dI TP�,'13�1 /q('�p'(Q�� 0 /la( • Office S I Office Vent! Office i ". JL is oJ��I. esti g i y g, Inc. 81in SWArtemlur 4060 Haft', 1%, Nis lieNd d�(7 OR 77962 Nrrd, OR 9931a m, Cal OR )73111 030; OR 9770. it (509Ale ida Phu (503)589.1:53 0+0 ?i1415 s ! e i?0u4N4. Pas (TOO 5,M -13n9 tid non via9 /n: Construction Materials Teseing & Inspection 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 Townhornes — 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 engineers 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, CARL SON TESTIN , INC. ` i. 4 Neil S Sham* ! Project Manager NSS /ld 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 Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97705 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 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 753 was on site this date Jun. 11, 2007 to perform Special Inspection for: Permit MST2006 -00197 THROUGH fMST20 06 4010 TO7 1 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 _ CTI REP WAS ON SITE Company. BMC CONSTRUCTION E 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: I x 1 In the field I 1 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 pi No ® N/A ICON DOCUMENT 41, RFI 413, DATED 6 -6 -07. INSPECTION JOB SITE ADDRESS IS 8896 SW ELENA LN, TIGARD OR. Yes NoN /A 1. Reviewed previous inspection reports? X 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 I. Work inspected was [] Completed In progress 7. Verified the quality of welds produced by welders, welding operators, ar,d tackers conform. • X 2. Completed work inspected was in compliance with 8. Verified steel frame joint details for bracing, stiffening. I I Approved plans and specifications Shop drawings member and application ofjoint details at each X connection, are incompliance by random sampling. I x I RFI n Design change Submittal N/A Document #(s) RFI 413 Dated: 6 6 - 07 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: MIKE HUDSON following page(s). I Yes ri No y NIA 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). Yes I I No I . N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X Conform I ) Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report( )findings were discussed and left with Welding Procedure Specifications were X KERRY _ employed during execution of the work. of BMC CONSTRUCTION 3. Vcrilicd the weldability of reinforcing steel 1 on the Code, approval is required Irom the Building Official betorc the other than AS-FM A706, X Sl 'I:;(1 IAI. INSI LC I LI) items noted above can he covered. Carlson fest has no authority to direct work of contractors or subcontractors. See additional report page(s). Distribute attachments. P _ __ 1_of • 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 arlson (���9 1 � � � ® Phone (503) 684 -3460 P9 -2 P0 5 o. 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 /'e Ca e1I5ttoWA P Unit Address Permit No. ( Unit • Address Permit No. 1 8934 SW.Elena Lane MST2006 -00197 I 7 8896 SW Elena Lane MST2006 -00203 2 89 SW Elena Lane MST2006 00198 8 8892 SW Lane MST2006 -00204 3 8926 SW Elena Lane MST2006 00199 I 9 8888 SW Elena Lane MST2006 -00205 I 4 8922 SW Elena Lane MST2006 -00200 1 10 8884 SW Elena Lane MST2006 -00206 5 8918 SW Elena Lane MST2006 -00201 j 11 8880 SW Elena lane (MST2006' 0020 y j 6 8900 SW Elena Lane M.ST2006 -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.. 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 \\L\ / • Main Office ' Salem Office Bend Office P.O. Box 23814 ;0 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson T s t i n . Inc. FAX (503) 684-0954 Phone (503) 5589 -1252 Phone (541) 330 -9155 FAX (503) FAX (541) 330 -9163 May 1, 2007 T0703985.A.CTI Permit No. See Below SHOP INSPECTION REPORT @ Newberg Steel DATES COVERED: April 272 07 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. 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 1 8884 SW Elena Lane MST2006 -00206 5 8918 SW Elena Lane MST2006 -00201 / 1 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 '/" 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 4 NO L' 1. This is a preliminary inspection only. — OR — LJ 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 111 1- ® € ' ' 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/L,A,/1/170.-eA-4:•-___ Neil S. Shannon Project Manager BB /sab Attachment cc: Oak Street Townhomes LLC - Kurt Larson . City of Tigard Building D ivisio n Don Cushing Associates Icon Architecture /Planning Dan Goodrich • Main Office ikalem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 ° Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Carlson ����� � � �® 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 Ma ",,,._.2,0bL2 `') 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" 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/A INSPECTION Yes NoN /A 1. Reviewed previous inspection reports? X 2. Verified steel materials are in compliance byreviewing 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 prodticed'by welders, welding operators, and tackers conform. x 2. Completed work inspected was in compliance with . 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. n RFI 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 Certification #: C -2184 following page(#). Ei Yes ® No n N/A 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). n Yes © No I-] N/A 1. Verified the contractor's, Welding Procedure ( Conform n 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 weldabiliiy of reinforcing steel Based on the Code. approval is required from the Building Official before the other 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). 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: 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 /M5T2006 -00202 • UNIT 7: 8896/MST2006 -00203 ;s UNIT 8: 8892/MST2006 -00204 UNIT 9: 8888/M5T2006 -00205 UNIT 10: 8884/MST2006 -00206 UNIT 11: 8880/MST2006 -00207 Iii 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 11 alem Office Bend Office P.O. Box 23814. 4060 Hudson Ave., NE P.O. Box 7918 ° 7� Inc. Tigard, Oregon 9728,1 Salem, Oregon 97301 Bend, Oregon 97708 Carlson ��S 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 #: T07 .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 drawingdetails]: 1. Checked in with superintendent, client or shop rep. Name: FRANK VISUAL INSPECTION OF 10 DOUBLE COLUMNS NO P.M. AND 2 SINGLE CO Company:, NEWBERG _STEEL.._. 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: 0 In the field © At fab shop • NEWBERG STEEL, 4. If shop inspection do they have a fabrication and QC procedures? ® Yes El No E 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: IN Completed n 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 8. Verified steel frame joint details for bracing, stiffening, 1111 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 El Design , change n Submittal n N/A WELDER INFORMATION Document #(s) Dated: • 3. Noncompliance item(s) were noted this date, details on Welders Name: FRANK KRAAZ following page(s). 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). n Yes n 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 AST A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subontractors. • ' ,J See additional r report page(s). n Distribute attachments. Page 1 of 1 • Dail Report of Structural Steel For: Daily P 03/12/2007 CTI Job #: T0703985.A Project: OAK STREET TOWNHOMES - BUILDING 1 (UNITS 1 -11) Notes: p� UNIT 1: 8934/MST2006 -00197 UNIT 2: 8930/MST2006- 0.0198 y 3c) EZ2410_, UNIT 3: 8926/MST2006. -00199 g9 UNIT 4: 8922/MST2006 00200 79 a a - UNIT 5: 8918 /MST20 06- 00201 ca.r /8" UNIT 6: 8900/MST2006 -00202 `go U UNIT 7: 8896/MST2006- 00203 crck Pi►Vi✓ UNIT 8: 8892/MST2006 -00204 g y ?- UNIT 9: 8888/MST2006-00205 s 3 UNIT 10: 8884/MST2006- 00206 gg y E n f UNIT 11: 8880/MST2006 -00207 B'g b ��Pi1LRi • • • • • 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