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Report Slain Office Salem Office send Office Carlson Testing, Inc. 8430SII !/urr_ikrr Tigard, OR 97123 in(i l /udsun \Y \P. bend. OH Hi Rd =/! Salem. OR 9i?nl fiend. OR 9770 7nd Phone: 0031 „84-346n /'hone. (5031389-1232 Phone: (31(1 JJ0.9155 Construction Materials Testing & Inspection Pia: /.3031 (nvJ -09 i1 1503r 589.1309 /iu ■Jli Jerr. 9lhJ 6 2w740.3 L7 Special Inspection FINAL SUMMARY LETTER August 30, 2007 T0705195 City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re: Varis Industries — Remodel 16640 SW 72 Avenue — Tigard, OR Permit No.: BUP2007 -00349 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 TESTING, INC. 6 Neil S. Shannon Project Manager NSS /tm cc: A J Weber Construction Inc — Tony Weber Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 1 I'�'� In Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 2arl Il p �Q • Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 �� 1 ►7 11 ib� FAX (503) 684 0954 FAX (503) 589 1309 FAX (541) 330 -9163 August 30, 2007 T0705195.CTI Permit No. BUP2007 -00349 FIELD INSPECTION REPORT DATES COVERED: August 22, 2007 PROJECT: Varis Industries - Remodel ADDRESS: 16640 SW 72n Avenue — Tigard, OR INSPECTOR: B. Baty — COP #728, WABO#BAT585126, OBOA#411, ICBO #5012760 -85 08- 22 -07: CTI representative B. Baty visited the jobsite with the following results: Inspected the 3/16" fillets all around field weld of angle clips per Nordling Structural Engineer's detail C of S -2. Welding by certified welder Linc Sprinkel by SMAW process with WPS. Welding conforms to AWS and detail. * ** 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 Z ❑ 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. 1 Neil S. Shannon Project Manager BB /mb cc: A J Weber Construction Inc — Tony Weber City of Tigard Building Division 08/30/07 THU 15:05 FAX 503 670 9147 CARLSON TESTING ll002 MN Office Sat. Orlin H Carlson Testing 9 i Inc O NF oR 9PY>I /SOJ/ Sd9 -l!: , construction Materials Testing & Ix pecrio22 ,.• ��OJ 1 as� . M... 4 61u. .YOJ.;ri -i..N Fn. /son .1.16V1 f, Special Inspection FINAL SUMMARY LETTER August 30, 2007 T0705195 City of Tigard ' 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re: Varis Industries — Remodel 16640 SW 72 Avenue — Tigard, OR Permit No.; BUP2007 -00349 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 TESTING, INC. 64, • • Neil S. Shannon Project Manager NSS /tm cc: A J Weber Construction Inc — Tony Weber Main Office Salem Office Bend Office • P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carls s � igard. Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 RJl �►7 ®� ��p d.� I ¢' lYIIg� 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 Daily Report of Structural Steel Client: A J WEBER CONSTRUCTION INC - TONY WEBER Project: VARIS INDUSTRIES - REMODEL CTI Job #: T0705195. Address: 16640 SW 72ND AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative D. LOFTESNESS WABO SI 01507 was on site this date Auq. 10, 2007 to perform Special Inspection for: Permit BUP2007 -00349 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: STEVE BROWN N A R R A T I V E Company: R & B STEEL EXAMINED WELDING AND FABRICATION OF 2 HSS 2. Inspection was "IBC" ❑ Continuous © Periodic STRONG BACK POSTS AND 1 HSS HEADER BEAM FOR 3. Work performed: ❑ In the field IN At fab shop CONFORMANCE WITH A COPY OF THE PERMIT /BID SET R & B STEEL OF STRUCTURAL DRAWINGS PAGE S -2 DETAILS A & B DATED 07/03/07. 4. If shop inspection do they have a fabrication and QC A) SHOP WELDING APPEARS COMPLETE AND CONFORMING procedures? ® Yes No Ej 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 fl 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, NI Approved plans and specifications Shop drawings member locations, and application of joint details at each X RFI Design change Submittal N/A connection are in compliance by random sampling. an g e Document #(s) SEE NARRATIVE Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: STEVE BROWN Certification #: COP C -1627 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). 0 Yes © No N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X 0 Conform El 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 STEVE BROWN employed during execution of the work. Of R & B 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. 0 See additional report page(s). 0 Distribute attachments. Page 1 of 1 Daily Report of Structural Steel - For: 08 /10 /2007 CTI Job #: T0705195. Project: VARIS INDUSTRIES - REMODEL 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. Reviewed By: Neil Shannon Review Date: 08/22/2007 DEL /DM A J WEBER CONSTRUCTION INC - TONY WEBER TO: CITY OF TIGARD BUILDING DIVISION