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Report 07/11/08 FRI 11:30 FAX 503 670 9147 CARLSON TESTING 1002 . 11nh Office Subm OfficeLeml Ofrr Carlson � Co 5434 $WNur.J.r 4060 Haim .S'1., Nti 05 OR Ad V.11 Testing, 71r*�l, OR y7729 ,salt.., OR /7301 6302302 R∎ 7n 1.7 OR plo,m (303pd.94.34rip Pho,...(SO)369 -1232 rho,: 041)3 Construction Materials Test.tng & Inspection "� "' 0 "` P,� rsn.7l s.M13p9 F,r ce li 9 ef.V/n 7 • 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 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 1.1 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. • • Neil 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 ill Main Office Salem Office Bend Office 0 t P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 ss�� ¢' Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 6��'IS ®� ��� fL�� I a 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: Permit MST2006 -00197 THROUGH MST2006 -00207 DFS #(s) n/j_ 'T 7--o 66 -- U O 2 - 6 / 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' was "IBC" ® Continuous n Periodic SPLICES (2 PCS 4 X 4• X 1/4 ") . NOTED THAT THE 3. Work performed: x In the field In 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 n No 1,x I' N/A ICON DOCUMENT #1, 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 incompliance 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: I x I Completed I I In progress 7. Verified the quality of welds produced by welders, welding operator and tickers conform. .X 2. Completed work inspected was in compliance with 8. Verified steel frame joint details for bracing, stiffening, 1 Approved plans and specifications n Shop drawings member locations, and application of joint details at each X � connection are in compliance by random sampling. I T` I RFI I 1 Design change I I Submittal I N/A Document #(s) PEI #13 Dated: 6 6 C 7 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: MIKE HUDSON CITY OF PORTLAND c zz54 to following page(s). n Yes n No I X 1 N/A Certification 4 /E - 6.5 _ oe .4. Noncompliance item(s) were reinspected this date. details - Yes No N/A on following page(s). Yes I I No x N/A I. Verified the contractor's Welding Procedure — Specifications are in conformance with X Conform Remain in progress AVJS 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. of BMC CONSTRUCTION _ 3. Verified the weldability of reinforcing steel other than ASTM A706. X Based on the Code, approval is required from the Building Official berme the SPECIAL INSPECTED items noted above can he covered. Carlson Testin2 has no authority to direct work of conu'actors or subcontractors. See additional report page(s). . Distribute attachments. Page _ 1 cif 1 • 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 A Carls®�'1 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 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 #GR1729067, OBOA#414, ICBO #1136566 -85 06 -04 -07 Show UO griC llatign N 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 I 5 8918 SW Elena Lane (MST2006 00201 j 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. 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 �alem Office Bend Office P .O. Box 23814 ,u Hudson Ave., NE P.O. Box 7918 C y. Testing Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 arlson o Phone (503) FAX (503) 684 -09540 Phone (503) 589-1252 FAX (503) 589-1309 Phone (541) 330-9155 FAX 541330 963 May 1, 2007 T0703985.A.CTI Permit No. See Below SHOP INSPECTION REPORT @ Newberg Steel DATES COVERED: Apt=il27 2 60 J! 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 ' 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 ❑ .4 ® 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. ? ( /44/1.4./VLeA-41 \— / / ) (,i ) , 1/4 / 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 • Main Office •lem Office Bend Office P`.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 ang Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 �'lS ®n Te51 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 �,Mdr _'Y2 2ofo_7` - ' 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 COLUNLNS 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 is Periodic CTI VI OK. 3. Work performed: El In the field IS 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 1. Work inspected was: © Completed Ti 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 jointdetails for bracing, stiffening, 111 Approved plans and specifications n Shop drawings member locare ns, and appe' nd jo details at each X f�1 I Design change n Submittal n N/A connecti on are in complianccb e y,r andom sampling. I I Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: FRANK KRAAZ Certification #: C -2164 following page(s). El Yes © No 0 N/A 4. Noncompliance item(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 Co nform 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 . 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 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/M5T2006 -00198 UNIT 3: 8926/M5T2006 -00199 UNIT 4: 8922/MST2006 -00200 UNIT 5: 8918/MST2006 -00201 UNIT 6: 8900/M5T2006 -00202 UNIT 7: 8896/M5T2006 -00203 • UNIT 8: 8892/M5T2006 -00204 UNIT 9: 8888/M5T2006 -00205 UNIT 10: 8884/MST2006- 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 • Salem Office Bend Office • P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carlson o._ Tigard, Oregon 97281. Salem, Oregon 97301 Bend, Oregon 97708 ��St� 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 Mar. 12 , 2007 to perform Special Inspection for: Permit SEE NOTES DES #(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: El In the field is At fab shop NEWBERG STEEL • 4. If shop inspection do they have a fabrication and QC procedures? © Yes No 111 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: I x 1 Completed n In progress 7. Verified the quality of welds produced by welders, welding operators, and tackers conform. X Completed inspected was in 2. Com leted work ins compliance with ` p 8. Verified steel frame joint details for bracing, stiffening, © Approved plans and specifications 0 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 following page(s). n Yes Certification #: C -2164 © No n N/A 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. 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. See additional report page(s). I I 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 CJ3 7 E a-y�L, UNIT 2: 8930/MST2006 -00198 y 3 D E4-. UNIT 3: 8926/MST2006-00199 $/ 4 Ee a UNIT 4: 8922/MST2006 -00200 ol a— UNIT 5: 8918/MST2006 -00201 ' '' /11" UNIT 6: 8900/MST2006 -00202 Tgoo UNIT 7: 8896/MST2006 -00203 UNIT 8: 8892/MST2006 -00204 R, � UNIT 9: 8.888/MST2006- 002'05 S S'3•$J UNIT 10: 8884/MST2006 -00206 gg E , � ^,,, � , UNIT 11: 8880/MST2006- 00207 SN p j b PiYVQi 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 therea y further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, • CARLSON TESTING, INC. • 57 ) Shannon Project Manager BA /DSR CC OAK STREET TOWNHOMES LLC CITY OF TIGARD BUILDING DIVISION DON CUSHING ASSOCIATES ICON ARCHITECTURE /PLANNING - DAN GOODRICH. • •