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Report I • Main Ogee Salem OQi a Bend Ogee Carlson Testing, Inc • 8430 (503) 8 4060 Hudson Sc, NE 63025 OB Riley Rd #11 Tigard, OR 97223 Salem, OR 97301 Bend OR 97702 Phone: (503) 684 -3460 Phone (503) 589 -1251 Phone: (541) 3309155 Fax: (503) 684 -0954 Fa:: (503) 589 -1309 Far (541) 330 -9163 Construction Materials Testing & Inspection Special Inspection 00 6 Sic FINAL SUMMARY LETTER March 6, 2009 T0807926.A City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re: Pacific Crossroads Corporate Center — Building A 8020 SW Pfaffle Street — Tigard, OR Permit No.: BUP2008 -00056 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: Reinforced Concrete Installation of Cast in Place Anchors Structural Masonry Structural Welding- Shop & Field 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. teven W. Leac Project Manager SW L /rc cc: Pfaffle Office LLC & PCCC LLC — Roger Stalick City of Tigard Building Division Afghan Associates Inc — Craig Harris Mildren Design Group — Betty Sheppard Commercial Contractors Inc — Eric Money MAR -06 -2009 FRI 03 55 PM CARLSON TESTING INC, FAX NO, 5036840954 P. 02/02 Main Office Sala, Offl R ° ^�O fire lSPd) S ���• lYUmulF,,, 11; 97301 Glu�fOA ROSVxdNI! Carlson Testing T (503 6011ko 4a601 UR9]301 (.�R310RJ - P as (54)) 7702 Phna: .iYRP Phana: C'9.115; Phone. (M!) 330 -0115 9 ReI0S his.; (50.1R ) Fac (I0I) fN0.1309 P (541).13f 9103 Construction Materials Te,t1t4q & InspectSon Special Inspection FINAL SUMMARY LETTER March 6, 2009 T0807926.A City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re: Pacific Crossroads Corporate Center -- Building A 8020 SW Pfaffle Street — Tigard, OR Permit No.: BUP2008 -00056 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: Reinforced Concrete Installation of Cast in Place Anchors Structural Masonry Structural Welding- Shop & Field 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. dopp i w . dc. Project Manager SW L /rc cc: Pfaffle Office LLC & PCCC LLC -- Roger Stalick City of Tigard Building Division Afghan Associates Inc — Craig Harris Mildren Design Group — Betty Sheppard Commercial Contractors Inc — Eric Money 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 Carlson �� �� e �^9� ��� Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 gA !i FAX (503) 684 0954 FAX (503) 589 1309 FAX (541) 330 -9163 March 3, 2009 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: February 27, 2009 PROJECT: Pacific Crossroads Corporate Center - Building A ADDRESS: 8020 SW Pfaffle Street - Tigard, OR INSPECTOR: R. Andree - COP #763, ACI #048632, OSHD #42872 02 -27 -09 - Wood Moisture As requested by John with Commercial Contractors, CTI representative was on site and took wood moisture readings in plywood roof sheathing and the bottom chord of TJI. CTI used a Delmhurst BD 2100 moisture meter to take readings. Location Plywood BTM Chord 1 Center of NW bay 21.4% 15.1% 2 2 bay from W south side of bldg 20.4% 16.6% 3 3` bay from W north side of bldg 21.5% 16.5% 4 4 bay from W south side of bldg 21.8% 16.0% Beam down center of building divides north from south. 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. Under all circumstances, 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. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. even W. Leach Project Manager RA /ck cc: Pfaffle Office LLC & PCCC LLC - Roger Stalick stallckco @earthlink.net City of Tigard Building Division Afghan Associates Inc - Craig Harris h@,; Mildren Design Group - Betty Sheppard Commercial Contractors Inc - Eric fvloney enc@cc;,;c.c<;,, 02 -27 -09 fr.doc 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 Carls on iTe C �} it Inc. P50 P592 P1 11g s7 fL AA FAX ,503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 March 3, 2009 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: February 27, 2009 PROJECT: Pacific Crossroads Corporate Center — Building A ADDRESS: 8020 SW Pfaffle Street — Tigard, OR INSPECTOR: R. Andree — COP #763, ACI #048632, OSHD #42872 02 -27 -09 -- Wood Moisture As requested by John with Commercial Contractors, CTI representative was on site and performed wood moisture testing in plywood roof sheathing and the bottom chord of TJI's. CTI used a Delmhurst BD 2100 moisture meter to take readings. Location Plywood BTM Chord 1 1 bay in NWC of building 20.8% 18.8% 2 2nd bay from W south side of bldg 21.5% 16.5% 3 3 bay from W north side of bldg 20.2% 16.0% 4 I 4 bay at SEC of building 18.6% 16.0% 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. Under all circumstances, 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. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. • • .::tey n . Leach Project Manager RA /ck cc: Pfaffle Office LLC & PCCC LLC — Roger Stalick sta1;ckco @earthl;nk.net City of Tigard Building Division Afghan Associates Inc — Craig Harris cr inccda:, ienn.cc,n, Mlidren Design Group — Belly Sheppard k,?ttoimd(.Ipc.com Commercial Contractors Inc — Eric Money r . nr 02 -27 -09 ir1.doc Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carls s Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 ® �1 1 �� ��� Al6. �1g^c. Phone (503) 684 3460 P9 Phone (541) 330 5 All FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 February 26, 2009 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: February 25, 2009 PROJECT: Pacific Crossroads Corporate Center - Building A ADDRESS: 8020 SW Pfaffle Street - Tigard, OR INSPECTOR: R. Andree - COP #763, ACI #048632, OSHD #12872 02 - Wood Moisture As requested by John with Commercial Contractors, CTI representative was on site and took wood moisture readings in plywood and the bottom chord of TJ1. CTI took readings in 2 locations in building "A ". Readings indicated a high moisture %. Contractor canceled testing. CTI representative tested (1) location in building "B" to compare moisture levels; building "B" was also high (26.4 %). CTI took the temperature and humidity in each building. Building "A" was 45 °F with 57% humidity and building "B" was 45 °F and 60% humidity. 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. Under all circumstances, 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. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Steven W. Leach ojeci wia RA /ck cc: Pfaffle Office LLC & PCCC LLC - Roger Stalick staMckco@earIhlink.net nk.net City of Tigard Building Division Afghan Associates Inc - Craig Harris cnuc Mildren Design Group - Beity Sheppard c(. , Commercial Contractors Inc - Eric fVloney r Ic!Aci L.r r,n 02 -25 -09 ir.doc Main Office Salem Office Bend Office P.O. Box 23814 '+U60 Hudson Ave., NE P.O. Box 7918 II1.c. Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 C;ar1 �S ®n C] ��� A Phone (503) 684 3460 P9 22 Phone (541) 330 5 �1.. g �► FAX (503) 684 0954 FAX (503) 589 1309 FAX (541) 330 -9163 February 17, 2009 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: February 11, 2009 PROJECT: Pacific Crossroads Corporate Center - Building A ADDRESS: 7920 SW Pfaffle Street - Tigard, OR INSPECTOR: J. Black - COP #708, WABO #BLA644018, OBOA #392, ICBO #1071296 -88 02- 11 -09, Concrete CTI representative was on site as requested, the inspector met with John Sproull of Commercial Contractors and left a copy of this report on site at the conclusion of testing. Tested portion of 7.5 yards of Glacier NW mix #08805 (3,300 PSI F/C with 80 oz /yd of Calcium Chloride) placed by chute at the following area, for a 3,000 -PSI specification: Curb and gutter on the south side of Pfaffle St, adjacent buildings A & B from 15' to 150' west of the east end. This replaces a portion of the curb and gutter placed on 01/20/2009. Cast one set of four (4) 4x8 cylinders. Slump specification = 4" max / Air specification = 4 -7% Test results are on the break sheets. * ** 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 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 T ING, INC. ven vv. Leach Project Manager JB /arr cc: Pfaffle Office LLC & PCCC LLC - Roger Stalick stalickco@earthlink.net City of Tigard Building Division Afghan Associates Inc - Craig Harris cra; Mildren Design Group - Betty Sheppard b�Cry @mt�Gpr,.COn Commercial Contractors Inc - Eric Money eric ccicc.com 02 -11 -09 fr Main Office Salem Office Bend Office P.O. Box 23814 2+060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 c ar s ®n Testiunt ��� Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 9155 111 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 February 17, 2009 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: February 13, 2009 PROJECT: Pacific Crossroads Corporate Center — Building A ADDRESS: 7920 SW Pfaffle Street — Tigard, OR INSPECTOR: S. Stoner — COP#611, WABO #ST0707291, OBOA #337, ICBO #1060681 -84 02- 13 -09, Wood Moisture CTI representative was on site as requested, representative took wood moisture readings of the underside of the plywood roof decking and bottom chord of the roof trusses. A Delmhorst model BD -2100 Wood Moisture Meter was used. Location Plywood Chord B/2 20.4% 13.6% B/3 19.2% 17.1% B/4 22.9% 14.6% 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. teven W. Leach Project Manager SS /arr cc: Pfaffle Office LLC & PCCC LLC — Roger Stalick stalickco @earthlink.net City of Tigard Building Division Afghan Associates Inc — Craig Harris rznahrilenq.coin Mildren Design Group — Betty Sheppard hetty@mdc:pc.con, Commercial Contractors Inc — Eric Money er;c@ccigr.corn 02 -13 -09 fr 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 Carlson ������ Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 9155 ' Inc. i• FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 February 11, 2009 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: February 2, 2009 PROJECT: Pacific Crossroads Corporate Center - Building A ADDRESS: 7920 SW Pfaffle Street - Tigard, OR INSPECTOR: D. Weyrauch - ACI #01140790 i Wood Moisture�� At the request of John with Commercial Contractors Inc, CTI representative was present on site to perform wood moisture testing in plywood and bottom chord T.J.I. of roof structure. This representative used a moisture meter (BD2100) to take readings at the following locations in Building A: # Location Plywood Bottom Chord T.J.I. I B -Line Cross Beam 1 C.5 @ 4.5 21% 14% 1 B.0 @ 1.5 11% 2 B.0 @ 4.5 22% 13% B.0 @ 2.5 12% 3 A.7 @ 3.5 23% 13% B.0 @ 3.3 11% 4 C.5 @ 3.5 22% 12% B.0 © 4.5 10% 5 B.4 @ 2.9 19% 11% B.0 @ 4.9 11% 6 A.3 © 2.3 1 21% 12% 7 A.1 @ 1.5 22% 12% 8 B.0 © 1.7 23% 13% 9 B.9 © 2.3 22% 15% 10 B.9 @ 3.1 21% 14% 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 questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. en W. Leach (- Project Manager DW /tm cc: Pfaffle Office LLC & PCCC LLC - Roger Stalick stalickco @earthlink.net 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 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 ss�� Eugene Office (541) 345 -0289 Carlson Testing, Ince Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE TEST SPECIMENS Test Methods: ASTM C31/ C172/ C192 /C39/C1064/C231/C143/C617/C1231 Date Molded: 01/29/2009 Job Number: T0807926.A Permit #: BUP2008 -00056 Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: Cast By: J. HAYNES Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) — QUALITY CONTROL Truck #: 2195 Load #: 1 Ticket#: 3201837 Weather: OVERCAST Test Time: 8:50 AM Air Temp. at Sampling Time: 34 Cylinders were cast for the following locations: SIDE WALK ALONG PFAFFLE ST Total Concrete Placement Location: SAME AS ABOVE Strength Requirement: 3500 psi f c@ 28 Days Slump: 6.000" % Air: 3 - 50 % Mix Number: 51N1K059 Conc. Temp: 59 Cement Type: I /II MaxAgg: 3/4 Admix/Amt: SEE NOTES 11/20 Cubic Yards: Register Number: 0089496 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Cap Tested No. Days Rec'd Date Load PSI Fracture Type By I 7 01/30/2009 02/05/2009 89500 12.56 7130 3 PAD 60 MEM 28 01/30/2009 02/26/2009 110787 12.56 8820 3 PAD 60 AF 28 01/30/2009 02/26/2009 105533 12.56 8400 2 SULFUR AF 28 01/30/2009 02/26/2009 106241 12.56 8460 2 SULFUR AF I Distribute attachments. Average f c @ 28 days 8560 Please see reverse side for additional information. Job Number: T0807926.A Register Number: 0089496 Date Molded: 01/29/2009 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A < 1 in. [25 mm] 'X' . f 4 f 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 / 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: ADMIX /AMT: DARAVAIR 36 OZ, WRDA 64 320 OZ, PS -1466 558 OZ, DARASET 800 OZ PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @COMCAST.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 02/27/2009 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. Under all circumstances, 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. • Carlson Testing, Inc. Incompleted Items List (NCL) Feb 12, 2009 T0807926.A Project Name: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A Project Address: 8020 SW PFAFFLE STREET TIGARD OR Permit No: BUP2008 -00056 P.O. No: Project Manager: STEVEN W . LEACH Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 SS 12/04/2008 NO INSPECTOR WAS PRESENT DURING WELDING OF THE ACCEPTABLE PER REPORT A. ACKERMANN 12/05/2008 VERTICAL MULTIPLE PASS FLARE BEVEL GROOVE WELDS. DATED 12 /5/08. 2 SS 12/04/2008 VERTICAL FLARE BEVEL GROOVE WELDS WERE INSTALLED ACCEPTABLE PER CTI A. ACKERMANN 12/05/2008 UNDERSIZE. TRANSITION NOT 2.5 SLOPE AS REQUIRED REPORT DATED 12/5/08. BY THE CODE AND APPROVED DRAWING SPECIFICATIONS. • a CC :PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS MILDREN DESIGN GROUP - BETTY SHEPPARD COMMERCIAL CONTRACTORS INC - ERIC MONEY Page: 1 Main Office Salem Office Bend Office . P.O. Box 23814 460 Hudson Ave., NE P.O. Box 7918 • Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, hone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 ng Inc. Inc• Fax (503) 684 -0954 Fax (503) 589 1309 Fax (541) 330 -9163 Special Inspection Page / of / DAILY HELD REPORT Project: �e11%r C.. C 2066-75 d at 9 (^G ' Date: 7 " / " ZZR Job Address: 0020 'S 4 r P-C. CTI Job No. --6 79 Z 6 & Permit No.: �� �" � � � Type of Inspection: f � � Field la or Fab Shop Weather: Inspection Notes (include location, testing data, substitutions /deviations, materials and methods of construction, non - conforming items, acceptance criteria, corrected non - conforming items, etc.): p F .. ) 4 i.2 r 144 0 /7'u. II) 2 /Gen dtc0o Pm 0 /sro a r , r u f) . <1U • L ' ? 4 ( Vi' /.I )y7) 0 / • i3/2,-- 2 0 , Li 41. I - 3 ,- 6 ` 5 / 3 / 9, 7 a ' 0 17, / "� 14 71 7 2' , 9 '') /el, 6 c". * ** CHECK ONE BOX ONLY * ** / YES NO 1. This is a preliminary inspection only. — OR — A/ ` ❑ . 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 conforming. • I i Inspector . Cert No.: 06:5A 7 Use of the information contained in this report constitutes acceptance of all terms on the reverse of this form and Carlson Testing, Inc.'s General Conditions. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. 4 _ - Terms: Client recognizes that construction observation and/or testing services provided by C:I'I are techniques which may reduce the risk of construction defects, deficiencies, or omissions arising during or after con- struction. Services performed by CTI do not constitute a warranty or guarantee of any type. Even with diligent construction monitoring and /or testing by CTI, construction defects, deficiencies, or omissions in the Contractor's work may exist. In all cases, Client and /or the Contractor shall assign the Contractor the responsibility for the quality and completeness of the work and for adhering to plans and specifica- tions. CTI's work or failure to perform same shall not in any way excuse any contractor, subcontractor, or supplier from performance of its work in accordance with the contract documents. CTI will provide its professional services to Client with that degree of care and skill ordinarily exercised under similar circumstances by members of its profession. This representation is in lieu of other warran- ty or representation, tither expressed or implied. It is also understood and agreed that statements made in CTI reports are observations based on technical judgments, and should not be construed CO be con- clusive representations of fact. If conditions different from what are indicated in the reports come to Client's attention after receipt of the reports, it is recommended that Client contact CTI immediately to authorize further appropriate evaluation. CTI's work shall not include determining, supervising or implementing the means, methods, techniques, sequences or procedures of construction. CTI shall not be responsible for evaluating or reporting job con- ditions related to health, safety or welfare. ����� ®� Testing, Inc. .Construction In & Related Tests Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814 4060 H udson 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/C39/C1064/C231/C143/C1231 Date Molded: 01/29/2009 Job Number: T0807926.A Permit #: BUP2008 -00056 Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: Cast By: J. HAYNES Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) — QUALITY CONTROL Truck #: 2195 Load #: 1 Ticket #: 3201837 Weather: OVERCAST Test Time: 8 : 50 AM Air Temp. at Sampling Time: 3 4 Cylinders were cast for the following locations: SIDE WALK ALONG PFAFFLE ST Total Concrete Placement Location: SAME AS ABOVE Strength Requirement: 3500 psi f c@ 28 Days Slump: 6.000" % Air: 3.5 0% Mix Number: 51N1K059 Conc. Temp: 59 Cement Type: 1 /11 Max Agg: 3/4 Admix/Amt: SEE NOTES 11/20 Cubic Yards: Register Number: 0089496 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Cap Tested No. Days Rec'd Date Load PSI Fracture Type By I 7 01/30/2009 02/05/2009 89500 12.56 7130 3 PAD 60 MEM 28 01/30/2009 02/26/2009 28 01/30/2009 02/26/2009 28 01/30/2009 02/26/2009 LI Distribute attachments. Average fc @ 28 days Please see reverse side for additional information. Job Number: T0807926.A Register Number: 0089496 Date Molded: 01/29/2009 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A 4 < 1 in. [25 mm] X\ ti 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 f 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 2nd 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: ADMIX /AMT: DARAVAIR 36 OZ, WRDA 64 320 OZ, PS -1466 558 OZ, DARASET 800 OZ 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 To11er On 02/09/2009 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 Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 � ° igard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc. nc Phone (50 3) 68 - 3460 P 9 2 Phone (541) 330- -9 9155 FAX (54) 330 3 February 2, 2009 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: January 29, 2009 PROJECT: Pacific Crossroads Corporate Center — Building A ADDRESS: 7920 SW Pfaffle Street — Tigard, OR INSPECTOR: J.P. Haynes — COP #864, OBOA #792, ACI #1087712, ICC #5309887 - 861 -84 1- 29 -09: As requested, this CTI representative arrived onsite at 8:00 a.m. Knife River arrived at 8:30 a.m. to pour sidewalk along Pfaffle Street — first of two scheduled mixer trucks carrying approved concrete mix design #51 N1 KOS9. One set of (4) 4 x 8 cylinders was cast this date. Report was left with John S. of Commercial Contractors Inc. Slump: 6" Air: 3.5% Temp (A): 34° F Temp (C) : 59° F ** *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 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. Steven W. Leach Project Manager JPH /tm cc: Pfaffle Office LLC & PCCC LLC — Roger Stalick stalickco @earthlink.net '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 Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 C6l1aa�� rls®n Testing, Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 0 ���� Inc. Tigard, (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 A CTI Job #: T0807926.A Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative R. RYAN OBOA 808 was on site this date Feb. 04, 2009 to perform Special Inspection for: Permit BUP2008 -00056 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 CONTINUOUS INSPECTION OF PJP WELDS ON 2 COm an PORTABLE WELDING & MORE CANOPIES PART #4A PER DETAILS 2, 3/S5.2 AND p y VISUAL INSPECTION OF FILLET WELDS ON SAME PER 2. Inspection was "IBC" © Continuous ❑ Periodic SAME DETAILS. ALL WELDS APPEAR TO COMPLY TO 3. Work performed: ❑ In the field © At fab shop DETAILS . PORTABLE WELDING & MORE 4. If shop inspection do they have 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 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 REPORT SUMMARY installed as required. X 6. Verified high strength bolts and fasteners confonn. 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 Shop drawings member locations, and application of joint details at each X n RFI Design change ❑ Submittal ❑ N/A connection are in compliance by random sampling. Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: ON FILE following page(s). ❑ Yes ® No ❑ N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). ❑ Yes ❑ No ® N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X ❑ Conform Remain in progress ❑ p g 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 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: 02/04/2009 CTI Job #: T0807926.A Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A 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. Steven W Leach Reviewed Project Manager Review Date: 02/05/2009 RR /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 Main Office ,.,alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carlson ° Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 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: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A CTIJob #: T0807926.A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative R. RYAN OBOA 808 was on site this date Dec. 30, 2008 to perform Special Inspection for: Permit BUP2008 -00056 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 CONTINUOUS INSPECTION OF FLARE BEVEL WELDS ON Com an PORTABLE 2 -8A PER DETAIL 7/S5.1 OF APPROVED PLANS AND p y VISUAL INSPECTION OF FILLET WELDS PER SAME 2. Inspection was "IBC" ® Continuous 0 Periodic DETAIL. ALL WELDS APPEAR TO COMPLY TO DETAILS. 3. Work performed: 0 In the field ® At fab shop PORTABLE 4. If shop inspection do they have fabrication and QC procedures? ® Yes n No ❑ 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. 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 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. Verified steel frame joint details for bracing, stiffening, IN 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 I RFl Design change Submittal N /A • Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: ON FILE following page(s). ❑ Yes ® No n N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). ❑ Yes No © N/A 1. Verified the contractor's Welding Procedure progress ro Conform Remain in Specifications are in conformance with X p g AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were DENNIS employed during execution of the work. o f PORTABLE 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: 12/30/2008 CTI Job #: T0807926.A Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A 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: 01/06/2009 RR /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 Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave.. NE P.O. Box 7918 ss�� ° Tigard Oregon 97281 Salem. Oregon 97301 Bend, Oregon 97708 C.arlS ®'= i ���t�ng ' • ��� 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 A CTIJob #: T0807926.A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative R. CANALES OBOA 637 was on site this date Dec. 10, 2008 to perform Special Inspection for: Permit BUP2008 -00056 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 CONTINUOUS VT INSPECTION OF 3/16" PJP WELDING PER Company: PORTABLE WELDING 2,3/S5.2 ON PC MK #9A (2), COMPLETED. 3/16" & 1/4" FILLET WELDS PER SAME DETAILS COMPLETED. 2. Inspection was "IBC" ® Continuous Periodic 3. Work performed: 0 In the field ® At fab shop THE WORK DONE CONFORMS TO ENG. DETAILS & THE PORTABLE WELDING VISUAL ACCEPTANCE CRITERIA OF AWS D1.1, TABLE 6.1. 4. If shop inspection do they have fabrication and QC procedures? IN Yes n No 0 N/A INSPECTION Yes NoN /A 1. Revicwcd 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. * DOCUMENT # (S) = STRUCT DRWGS DATED 12 - 13 - 07 3. Verified weld filler materials conform. X CONST SET DATED 08 - 08 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 as required. X 6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: IN 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 n 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) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CURRENT CERTS ON FILE @ SHOP OFFICE following page(s). El Yes n No ® N/A Certification #: 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 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 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. Y. 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). ❑ Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 12/10/2008 CTI Job #: T0807926.A Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A 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: 12/17/2008 RC /JWA 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 Main Office alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carlson ° Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 ������� 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: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A CTI Job #: T0807926.A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative R. RYAN OBOA 808 was on site this date Nov. 11, 2008 to perform Special Inspection for: Permit BUP2008 -00056 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 VISUAL INSPECTION OF FILLET WELDS ON TS COLUMNS Com an PORTABLE PER APPROVED PLANS AND SHOPS, PART #'S 6E, 6C, P y 6D. ALL WELDS APPEAR TO COMPLY TO DETAILS. 2. Inspection was "IBC" n Continuous ® Periodic 3. Work performed: 0 In the field © At fab shop PORTABLE 4. If shop inspection do they have fabrication and QC procedures? ® Yes ❑ No El 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 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 comp liance with welding operators. and tackers conform. X P P P 8. Verified steel frame joint details for bracing, stiffening, 111 Approved plans and specifications n Shop drawings member locations, and application of joint details at each X RFI Design change 0 Submittal El N/A connection are in compliance by random sampling. Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: ON FILE 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). n Yes 0 No ® N/A 1. Verified the contractor's Welding Procedure progress Conform Remain in Specifications are in conformance with X p 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 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). El Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 11/11/2008 CTIJob #: T0807926.A Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A 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: 11/20/2008 RR /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 Main Office . alem Office Bend Office P.O. Box 23814 4060 Hudson Ave.. NE P.O. Box 7918 Carlson Testing, igard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 � Inc. ���o Phone (5035 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 A CTIJob #: T0807926.A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative A. ACKERMANN OBOA 790 was on site this date Dec. 05, 2008 to perform Special Inspection for: Permit BUP2008 -00056 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: JOHN REMAINING HSS HEADER CONNECTIONS AT WALL AND Com an CANOPY FRAMING PER DETAILS 3, 7, AND 11/S5.1 AND p y ;CCI 3/S5.2. VISUAL INSPECTION WAS PERFORMED ON 2. Inspection was "IBC" ® Continuous D Periodic COMPLETED SMAW FLARE BEVEL AND FILLETS MADE WITH 3. Work performed: ® In the field n At fab shop 7018 H4R. PREVIOUSLY NOTED (12 -4 -08) NCL ITEMS #1 AND #2 4. If shop inspection do they have fabrication and QC HAVE BEEN CORRECTED. FURTHER WORK WAS CHECKED procedures? ❑ Yes n .No ® N/A WHILE MONITORING THIS DATES WELDING OPERATIONS. 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 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, In Approved plans and specifications Shop drawings member locations, and application of joint details at each X RFI Design change n Submittal N/A connection are in compliance by random sampling. Document #(s) S1.0 & ABOVE Dated: 12/13/08 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: K. ARNELL following page(s). Yes ® No n N/A Certification #: 3754 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). © Yes 0 No n N/A 1. Verified the contractor's Welding Procedure ®Conf 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 JOHN employed during execution of the work. of CCI 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. H See additional report page(s). E Distribute attachments. Page 1 of Daily Report of Structural Steel O For: 12/05/2008 CTI Job #: T0807926.A Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A 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: 12/12/2008 AA /RMC 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, Inc. Incompleted Items List (NCL) Dec 15, 2008 T0807926.A Project Name: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A Project Address: 7920 SW PFAFFLE STREET TIGARD OR Permit No: BUP2008 -00056 P.O. No: Project Manager: STEVEN W. LEACH Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 SS 12/04/2008 NO INSPECTOR WAS PRESENT DURING WELDING OF THE ACCEPTABLE PER REPORT A. ACKERMANN 12/05/ 8 VERTICAL MULTIPLE PASS FLARE BEVEL GROOVE WELDS. DATED 12/5/08. 2 SS 12/04/2008 VERTICAL FLARE BEVEL GROOVE WELDS WERE INSTALLED ACCEPTABLE PER CTI A. ACKERMANN 12/05/2008 UNDERSIZE. TRANSITION NOT 2.5 SLOPE AS REQUIRED REPORT DATED 12/5/08. BY THE CODE AND APPROVED DRAWING SPECIFICATIONS. PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK TO :CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS MILDREN DESIGN GROUP - BETTY SHEPPARD COMMERCIAL CONTRACTORS INC - ERIC MONEY Page: 1 Main Office Salem Office P.O. Box 23814 60 Hudson Ave., NE Bend Ottice P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 " C aY'�S ®� TITe � �Y� In C P4 0 P9 a`YYYY 11 , l FAX (503) 684 0954 FAX (503) 589 1309 FAX (541) 330 -9163 December 9, 2008 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: December 4, 2008 PROJECT: Pacific Crossroads Corporate Center — Building A ADDRESS: 7920 SW Pfaffle Street — Tigard, OR INSPECTOR: S. Smith — COP# 544, OBOA# 327, ICC# 1028058 -85 12 -04 -08 — Structural Steel CTI representative visited the site this date at contractors request for structural steel inspections. Visual exam of T.S Header installed A line 3 -3.5. Visual examination disclosed the following: The following NCL's were observed 1. No inspector was present during the welding of vertical, multiple pass flare bevel groove welds. 2. Vertical flare bevel groove welds were installed undersize. Transition is not 2.5 slope as required by code and approved drawing specifications. Note: Welder certifications were available onsite -- Fillet welds examiner is acceptable. 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. even W. Leach Project Manager SWL /rc cc: Pfaffle Office LLC & PCCC LLC — Roger Stalick stalickco @earthlink.net 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 er;c@cc;gc.com 12 -04 -08 fr Carlson Testing, Inc. Incompleted Items List (NCL) Dec 09, 2008 T0807926.A Project Name: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A Project Address: 7920 SW PFAFFLE STREET TIGARD OR Permit No: BUP2008 -00056 P.O. No: Project Manager: STEVEN W. LEACH Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 SS 12/04/2008 NO INSPECTOR WAS PRESENT DURING WELDING OF THE VERTICAL MULTIPLE PASS FLARE BEVEL GROOVE WELDS. 2 SS 12/04/2008 VERTICAL FLARE BEVEL GROOVE WELDS WERE INSTALLED UNDERSIZE. TRANSITION NOT 2.5 SLOPE AS REQUIRED BY THE CODE AND APPROVED DRAWING SPECIFICATIONS. CC:PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS MILDREN DESIGN GROUP - BETTY SHEPPARD COMMERCIAL CONTRACTORS INC - ERIC MONEY Page: 1 Z Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carls Testing, igard. Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 � ng� Inc. ��Co 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 A CTIJob #: T0807926.A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative R. CANALES OBOA 637 was on site this date Nov. 18, 2008 to perform Special Inspection for: Permit BUP2008 -00056 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 13/S4.1, 3/S5.2 Company: PORTABLE WELDING AND RFI #4 ON (2) 7A — COMPLETED. 2. Inspection was "IBC" ❑ Continuous IN Periodic THE WORK DONE CONFORMS TO ENGINEER DETAILS AND 3. Work performed: 0 In the field ® At fab shop VISUAL ACCEPTANCE CRITERIA OF AWS D1.1, TABLE PORTABLE WELDING 6.1. 4. If shop inspection do they have fabrication and QC procedures? ® Yes ❑ No El 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 DOCUMENTS : STRUCT DETAILS (12/03/07 ) markings or other documentation. RFI #4 (08/29/08) 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 REPORT SI7MIVIARY 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. Comp feted work inspected was in compliance with welding operators, and tackers conform. X p p p 8. Verified steel frame _joint details for bracing, stiffening, 11 Approved plans and specifications Shop drawings member locations and application of joint details at each X ® RFI ri Design change El Submittal 0 N/A connection are in compliance by random sampling. Document #(s) SEE ABOVE Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE following page(s). D Yes n No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). n Yes E No IN 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. K 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: 11/18/2008 CTI Job #: T0807926.A Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A 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: 12/01/2008 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 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 Carlsori Testing, tiny Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 589 1309 Phone (541) 330-9155 10. 11 FAX (503) 684 0954 FAX (541) 330 -9163 December 8, 2008 T0807926.A Permit No. BUP2008 -00056 SHOP INSPECTION REPORT @ Portable Welding DATES COVERED: November 26, 2008 PROJECT: Pacific Crossroads Corporate Center — Building A ADDRESS: 7920 SW Pfaffle Street — Tigard, OR INSPECTOR: B. Baty — COP #728, WABO #BAT585126, OBOA#411, ICBO #5012760 -85 11 -26 -08 - Structural Steel] As requested, CTI representative was at the shop of Portable Welding and met with Dennis. The following was noted: Monitored the welding of flare bevels on (4) HSS 12 X 4 X 3/8, pc /mk 8B, and also made final weld inspection. Welding conforms with AWS and shop drawing 8, revision "0 ", 10/01/08. Welder certifications, WPS and mill certifications are on file at the shop. * ** 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 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. • teven 1 /. LLetch Project Manager BB /ck cc: Pfaffle Office LLC & PCCC LLC — Roger Stalick stalickco @earthlink.net City of Tigard Building Division Afghan Associates Inc — Craig Harris craigh@aa;eng.com Mildren Design Group — Betty Sheppard betty @mdgpc.com Commercial Contractors Inc — Eric Money er;c@cc gc.com 11 -26 -08 sr.doc Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carlson y� lS ®n Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Inc. Tigard, (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 A CTIJob #: T0807926.A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative R. RYAN OBOA 808 was on site this date Dec. 03, 2008 to perform Special Inspection for: Permit BUP2008 -00056 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: JOHN VISUAL INSPECTION OF 1/4" FILLET WELDS AND Company: COMMERCIAL CONTRACTORS FLARE BEVEL WELDS ON TS HEADER AT 4.5 -5.5/A PER DETAIL 7/S5.1. ALL WELDS APPEAR TO COMPLY TO 2. Inspection was "IBC" El Continuous ® Periodic DETAILS. 3. Work performed: ® In the field n At fab shop 4. If shop inspection do they have fabrication and QC procedures? El Yes 0 No ® 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 REPORT SLTMIVIARY installed as required. X 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, 2. Com feted 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 D Shop drawings member locations, and application of joint details at each X RFI Design change 0 Submittal 0 N/A connection are in compliance by random sampling. Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: TERRY ALBERS following page(s). 0 Yes El No ® N/A Certification #: C -385 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). 0 Yes n No ® N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X Conform D 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 JOHN employed during execution of the work. o f COMMERCIAL CONTRACTORS 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 Daily Report of Structural Steel .J For: 12/03/2008 CTI Job #: T0807926.A Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A 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 Revi ew.Date: 12/08/2008 . RR /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 AA AA 1 afghan associates, in. ENGINEERING FIELD REPORT PROJECT: PACIFIC CROSSROADS PROJECT NO.:A07202 • DATE: December 3, 2008 TIME: 10:15 a.m. LOCATION: SW Pfaffle Street Tigard, Oregon PERMIT #: BUP2008 -00056 CONTRACTOR: Commercial Contractors, Inc OWNER: Cedar Hills Investment WEATHER: Cloudy TEMPERATURE: 50 PRESENT AT THE SITE: John Sproull — Commercial Contractors, Inc Steve Young — AAI Engineering REMARKS: • Steve Young performed a site visit in order to review the nailing and strapping for Building A roof sheathing and shear walls. At the time of observation, the roof sheathing, shear wall plywood and hold -downs were installed for Building A with a few small areas to be completed. The tube steel headers on the north side of Building A were installed but the field - welded connections to the tube steel posts were not finished. The straps that pass over the header nailer and extend vertically at the opening corners were pulled back for the welding of the headers noted above. The foundations and slab -on -grade for Building B was complete and the wall framing is being performed. In regards to the Building A nailing and strapping, the vertical strap (keynote 8) at Grids A and 3 was missing and needs to be installed. The 2x6 members each side of the shear wall panel joint between Grids 2 and 3 along Grid A must be attached together with (2) rows of 8d nails at 8 inches on center each face, staggered. The rest of the framing and connections appeared to be in conformance with the contract documents and to be of high - quality construction. • SUBMITTED BY: Steve Young cc: John Sproull - Commercial Contractors, Inc • • • 4875 SW Griffith Drive 1 Suite 3001 Beaverton, OR 197005 503.620.30301 tel 503.620.5539 1 fax w w w. a a i e n g. c o m