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Report (572) Main Office ..alem Office Bend Office P.O. Box 23814 4060 Hudson Ave.. NE P.O. Box 7918 p 9 Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 C arlson irls ®n 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 Reinforced Concrete Revised 11/05/2008 Client: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING B CTIJob #: T0807926.B Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative Y. VITRUK OBOA 770 was on site this date Oct. 28, 2008 to perform Special Inspection for: Permit BUP 2008 -00055 DFS #(s) PO Number: SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? © Yes No N/A Name: JOHN y Com an COMMERC. CONST 2. Monitored loads arriving at job site for correct: Company: Mix #: 33N17200 2. Type of work: ® Concrete © Reinforcing Slump 4 +/- 1 % Air 5 +/ -1.5 3. Work included: © Sampling IN Inspection 3. Type of samples made? 4 X 8 CONCRETE CYLINDERS 4. Inspection was 'IBC' ® Continuous D Periodic Number of sets 1 Samples per set 4 5. Work performed: ® In the field 0 At precast shop 4. Inspected placing and consolidation of approx. 38 cubic yards of concrete. REINFORCING Yes No N/A Location of concrete placement [to include grid lines, elevations (floors) and drawing details]: 1. Reviewed previous inspection reports? x 2. Forms clear of debris? SAME AS REINFORCING X 3. Type, grade, size, quantity, spacing and x condition conform? NOTED THAT WORK WAS DONE PER REVISED STR. 4. Verified forms will nominally result in DRAWINGS DATED 7/24/2008. hardened concrete of the required x cross - sectional dimensions. 5. Verified location of reinforcing steel, pipes, conduits and sleeves with respect to X minimum concrete cover. 6. Verified type and location of splices, length After samples are tested, results will follow on break report. of contact laps, and min. diameter of bends. X 7. Verified support & anchorage of reinforcing REPORT SUMMARY steel in the forms. X 1. Work inspected was: © Completed In progress 8. Verified structural embedments in the forms 2. Completed work inspected was in compliance with with regard to fabrication, quality and type. x om P P com P 9. Verified structrual embedments in the forms © Approved plans and specifications ❑ Shop drawings with regard to weld inspection, quantity, and RFI El Design change Submittal 0 N/A permits issued. 10. Verified cast in place anchors. X Document #(s) Dated: Description of structure inspected [to include grid lines, 3. Noncompliance item(s) were noted this date, details on elevations (floors) and drawing details]: following page(s). ❑ Yes ❑ No © N/A CONTINUOUS FOOTINGS AND SPREAD FOOTING GRIDS 4. Noncompliance item(s) were reinspected this date, details 1 -6 /A -E AND B/3,4,5 EXCEPT AT NORTH EAST CORNER on following page(s). D Yes ❑ No ® N/A GRIDS 5.5-6/A AND A- A.5/6; PER REFERENCE DETAIL Conform 0 Remain in progress S2.1, S4.1 Report(s) findings were discussed and left with JOHN of COMMERC. CONST Based on the Code, approval is required from the Building Official before the 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). ❑ Distribute attachments. Page 1 of 1 Daily Report of Reinforced Conci a For: 10/28/2008 CTI Job #: T0807926.B Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING B Notes: REVISED ON 11/5/08 TO SHOW CORRECT REFERENCE DETAIL S2.1 - ARR 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: Steven W Leach Review Date: 11/05/2008 YV /ARR PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @EARTHLINK.NET TO: CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS CRAIGH @AAIENG.COM MILDREN DESIGN GROUP - BETTY SHEPPARD BETTY@MDGPC.COM COMMERCIAL CONTRACTORS INC - ERIC MONEY ERIC @CCIGC.COM Carlson Testing ��C. Construction I & Related Tests Geotechnical Consulting 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 97708 Phone(503)684 -3460 Phone(503)589 -1252 Phone(541)330 -9155 Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 REPORT OF 4 X 8 CONCRETE TEST SPECIMENS Test Methods: ASTM C31 /C172/C192/C617/C1064/C231/C143 Date Molded: 10/28/2008 Job Number: T0807926.B Permit #: GET PERMIT Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING B Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: Cast By: Y. VITRUK Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) — QUALITY CONTROL Truck #: 192 Load #: 2 Ticket#: 3200281 Weather: CLEAR Test Time: 3 : 30 PM Air Temp. at Sampling Time: 62 Cylinders were cast for the following locations: CONTINUOUS FOOTING GRIDS A/2 -5.5 Total Concrete Placement Location: CONTINUOUS FOOTINGS AND SPREAD FOOTINGS GRIDS 1 -6 /A —E AND B /3, 4, 5 — EXCEPT NORTH —EAST CORNER GRIDS 5.5 -6 /A, A —A.5/6 Strength Requirement: 3000 psi t'c @ 28 Days Slump: 6.000" % Air: 5.20% Mix Number: 33N17200 Conc. Temp: 70 Cement Type: 1/II Max Agg: 3/ 4 Admix/Amt: Cubic Yards: 20 OF 38 Register Number: 0087769 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 10/28/2008 11/04/2008 51600 12.56 4110 4 RH2 28 10/28/2008 11/25/2008 28 10/28/2008 11/25/2008 28 10/28/2008 11/25/2008 ❑ Distribute attachments. Average f' c @ 28 days Please see reverse side for additional information. Job Number: TO 8 0 7 9 2 6. B Register Number: 0087769 Date Molded: 10/28/2008 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING B < 1 in. [25 mm] ./\ g IN Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end j / Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly :nd of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @EARTHLINK.NET TO: CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS CRAIGH @AAIENG.COM MILDREN DESIGN GROUP - BETTY SHEPPARD BETTY@MDGPC.COM COMMERCIAL CONTRACTORS INC - ERIC MONEY ERIC @CCIGC.COM Project Manager: STEVEN W. LEACH Reviewed By: Ty Toller On 11/05/2008 Our report pertains to the material tested only. The information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. Main Office Jalem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 C a � ° Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 arlson ����11�9 Into 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: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING B CTI Job #: T0807926.B Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative R. CANALES OBOA 637 was on site this date Oct. 28, 2008 to perform Special Inspection for: Permit BUP2008 -00055 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: DENNIS PERIODIC VT OF FILLET WELDS PER 4,10,13/S4.1 Com an PORTABLE WELDING AND 3,5,9/S5.1 ON PC /MKS (3) 5A & (4) 6A - P y COMPLETED. 2. Inspection was "IBC" Continuous © Periodic 3. Work performed: 0 In the field © At fab shop THE WORK DONE CONFORMS TO THE ENG. DETAILS AND PORTABLE WELDING VISUAL ACCEPTANCE CRITERIA OF AWS D1.1, TABLE 6.1. 4. If shop inspection do they have fabrication and QC procedures? © Yes 0 No N/A * DOCUMENTS: 4,10,13/S4.1 AND 3,5,9/S5.1 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. 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 REPORT SUMMARY installed as required. X 6. Verified high strength bolts and fasteners conform. X 1. Work inspected was: © Completed ❑ 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. © Approved plans and specifications 0 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. Document #(s) SEE ABOVE Dated: 12/13/07 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE following page(s). 0 Yes No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). Yes 0 No © N/A 1: Verified the contractor's Welding Procedure 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 DENNIS employed during execution of the work. of PORTABLE WELDING 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). ❑ Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 10 / 2 8 / 2008 CTI Job #: T0807926.B Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING B 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: Steven W Leach Review Date: 11/11/2008 RC /CK PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @EARTHLINK.NET TO: CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS CRAIGH @AAIENG.COM MILDREN DESIGN GROUP - BETTY SHEPPARD BETTY@MDGPC.COM COMMERCIAL CONTRACTORS INC - ERIC MONEY ERIC @CCIGC.COM