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Report (699) Main Office Salem Office Bend Office P.O. Box 23814 X60 Hudson Ave., NE P.O. Box 7918 o Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 2ar1s ® 41 �� Q �11'� Inc Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 5 A A �7 All 9 FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 November 7, 2008 T0807926.A Permit No. BUP2008 -00056 FIELD INSPECTION REPORT DATES COVERED: October 22, 2008 PROJECT: Pacific Crossroads Corporate Center - Building A ADDRESS: 7920 SW Pfaffle Street - Tigard, OR INSPECTOR: N. Shannon, COP #655, WABO #SHA965609, OBOA #321 10 -22 -08 - Project Meeting As requested, CTI representative was on site for a project meeting regarding roofing applications. Met with owner, architect, general contractor and roofing applicator. Reviewed design drawings and architect confirmed that roofing application does not require inspection. Discussions did confirm the need for CTI to provide moisture testing of the wood joists and roof plywood prior to placement of interior insulation. *** 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 W. Leach Project Manager NS /ck cc: Pfaffle Office LLC & PCCC LLC - Roger Stalick stalickco@eartnlink.net City of Tigard Building Division Afghan Associates Inc - Craig Harris .•ng.con Mildlen Design Group - :3e ty Sheppard �r.�lupc.ccan Cl.lrl lr "1lerCidi Contractors f IC - Eric Money 10. 22 -08 fr doc Main Office ,alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 C6[1ss�� rls®n Testing, 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 CTIJob #: T0807926.A Address: 7920 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 -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 3,10,14/S4.1 Company P ORTABLE WELDING AND 3,5,9/S5.1 ON PC /MKS 5B, 5C, 5D, (6) 6B, p y 6C, 6D — COMPLETED. 2. Inspection was "IBC" D 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 0 N/A * DOCUMENTS: 3,10,14/S4.1 AND 3,5,9/S5.1 INSPECTION Yes NoN /A 1. Reviewed previous inspection reports? 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 0 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. El Document #(s) SEE ABOVE Dated: 12/03/07 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 0 No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). 0 Yes El 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 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. El See additional report page(s). 0 Distribute attachments. Page 1 of Daily Report of Structural Steel For: 10 / 28 / 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: 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 I nc. •= onstruction In & Related Tests Carlson Testing; 41e1111. Geotechnical Consulting ��� Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 �QQ� Tigard, Oregon 97281 Salem, Oregon 97301 Bend. Oregon 97708 3 Q P -3460 Phone(503)589 -1252 Phone(541)330 -9155 W � Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 REPORT OF 4 X 8 CONCRETE �N tt�� 1 ''' S "" 1 TEST SPECIMENS Test Methods: ASTM C31/ C172/ Date Molded: 09/29/2008 Job Number: T0807926.A Permit #: BUP2008 -00056 Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: Cast By: D. SUMINSKI Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) — QUALITY CONTROL Truck #: 192 Load #: 1 Ticket#: 3121033 Weather: CLEAR Test Time: 1:10 Air Temp. at Sampling Time: 84 Cylinders were cast for the following locations: LINES 1 AND B Total Concrete Placement Location: STEM WALLS LINES 1 FROM B.8 TO D, D FROM 1 TO D.3, 3 FROM C.6 TO D Strength Requirement: 3000 psi f c@ 28 Days Slump: 3.500" % Air: 4.10% Mix Number: 33N17200 Conc. Temp: 81 Cement Type: Max Agg: 3/4 Admix/Amt: AIR, WRDA64 10 Cubic Yards: Register Number: 0087051 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 09/30/2008 10/06/2008 48326 12.49 3870 3 RH2 28 09/30/2008 10/27/2008 56953 12.49 4560 2 RH2 28 09/30/2008 10/27/2008 62530 12.49 5010 3 RH2 Distribute attachments. Average I' @ 28 days 4790 Please see reverse side for additional information. .-.1, Job Number: T0807926 . A Register Number: 0087051 Date Molded: 09/29/2008 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A <1 in. [25 mm] X ff 1 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 end 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 10/28/2008 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 CTl 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 g� Testing igard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Carlson f est�ng Inc I• Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 9 Fax (503) 684-0954 Fax (503) 589 -1309 Fax (541) 330 -9163 Daily Report of Reinforced Concrete 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 W . WHITE OBOA 371 was on site this date oct . 14 , 2008 to perform Special Inspection for: Permit BUP2008 -00056 DFS #(s) PO Number: SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? 11 Yes 0 No n N/A Name: JOHN Company: SPROULL AT COMMERCIAL CONTRATORS 2. Monitored loads arriving at job site for correct: Mix #: 6KN1500 2. Type of work: © Concrete © Reinforcing Slump 4 +/ 1 % Air 3. Work included: © Sampling © Inspection 3. Type of samples made? 4.X 8 CONCRETE CYLINDERS 4. Inspection was 'IBC' © Continuous ❑ 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. 100 +/- 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 SAME AS REINFORCING 2. Forms clear of debris? X 3. Type, grade, size, quantity, spacing and X condition conform? AIR % - 1.5 +/- 1.5 4. Verified forms will nominally result in 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 x 2. Completed work inspected was in compliance with with regard to fabrication, quality and type. 9. Verified structrual embedments in the forms © Approved plans and specifications 0 Shop drawings with regard to weld inspection, quantity, and X RFI © Design change Submittal 0 N/A permits issued. Document #(s) S4.1/5 & 10 Dated: 08/13/2008 10. Verified cast in place anchors. x Description of structure e inspected [to include grid lines, 3. Noncompliance item(s) were noted this date, details on elevations (floors) and drawing details]: following page(s). n Yes I x No n N/A ALL INTERIOR SLAB -ON -GRADE FOR BUILDING A, ALSO 4. Noncompliance item(s) were reinspected this date. details THICKENED EDGE on following page(s). n Yes I I No Fl I N/A ❑ Conform ❑ Remain in progress Report(s) findings were discussed and left with JOHN —..._. - of SPROULL AT COMMERCIAL CONTRACTORS Based on the Code, approval is required from the 13uilding Official before the 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 3 Daily Report of Reinforced Conct e e For: 10/14/2008 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: 10/23/2008 WRW /JWA 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 soc ;077 4 /C - /,' - p 2 � '3 ' I R Ucru g 4 ED PROF �e t G1 NF �"v / , 4:111Pi TYPE H I L 1 T 2x WOOD FRAMING W/ •n A SEE DTL 16/54.1 • i SHEATHING PER PLAN ' w 4 /75,2 1#G B 2' -3° 3' -6° I' -0' AAI A.4° C _3'-6" 4' -6' 1' -0' I ! SIMPSON HOLDOWN W/ SSTBL ANCHOR BOLT 1 EXPIRES: 6/30/10 I I I WHERE OCCURS SLAB ON GRADE ? I i -REF. PLAN AND SCHED. PER PLAN I *4 9 12° O.C. 24' .► (PROVIDE 18° DOWN 24. -\ '+--,-? • ' - 1 i LEG AT TYPE A) �o Q pow D o"O " po "G` p o` O " � , _ 0 : 9ov e p I $RICK VENEER • 0..'"u2:).: 0 0 0 0 i i' 6 9 09 09 00 p9 0o ao -+ ' • , . g .2i pow °° . ° � u • «' ' i I 8 THICK CONIC. WALL W/ a o p906 4o r;flo a ! *4 HORIZONTAL BARS ' o p}00 9.5 , 40 6 047,,�9oo4ps , I I ' 12' O.G. ka :c,, o411%paoOctp o; % %' i 7 .2Gggo gape p c '1 I I , ''iA00 p l:QCS • 11! *4 VERT. BARS a 12' O.C. � � Q° pa 9 e O g 1 -•e° 09.2 . p9o�ap9000p9�ao� •• AT WALL COMPACTED FREE DRAINING • ®` 3y o o° a p° 0% i90t7 0o� + 8° GAVEL BACKFILL W/ FILTER g', . ° 0 2, 0 pm �, i ,Ciao -0 ao 1300 • i LEAVE INTENTIONALLY = FABRIC AGAINST SLOPE CUT ••-•,;. �,g 0 o•-,-,0_ = p900 - A. ROUGHENED AT WALL o n0- p9aon o 0nlre; • - Q 0og G DRAIN ROCK W/ FILTER J aaoi Q e p o oal?p' 0 00 . • FINISH GRADE FABRIC AND 614+ PERF. QO°g ao ga' 41)potrp : I SOLID GROUT BEHIND o PIPE o o '' gyp.' ' "o °o . `I BRICK BELOW GRADE s °.v r� _ t '7 • 0 WHERE OCCURS U � DSa�o�o0 4• ' -�1 • v AI . " • " v "4 la 12' O.G. - 16' s - - • ' (TYPE B AND C ONLY) • .. i r 4 ' • 4 - 4 - (4) '*4 T45 ttr i cii 0 0 4 6 12' O.G. 4 , 8' 4 T (TYPE B AND L C ONLY) / 5 RETAINING WALL 64.I 202.40105 ET1O SCALE: 3/4" = 1' -0" 1 Pacific Crossroads Corp. Ctr. Date: Drawn by: Checked by: Foundation Details CLC SY MILDREN DESIGN GROUP, P.C. Revisions: Sheet R1- S4.1 -1 of: 3 ARCHITECTURE - SPACE PLANNING 2. 13 August 2008 . 7650 S.W. Beveland, Suite 120 General Revision AAI Job Number:. A07202 Tigard, Oregon 97223 -8692 AAI ENGINEERING, 2008, ALL (503) 244 -0552 RIGHTS RESERVED© . • j Z) (e g / -/y - ° 3 e -43 1 2 1/2' 5' 5' 2 1/2' (10) .5 VERT. BARS — 1--�1— W/ STD '30° NOOKS l a 11_01 AT SPACING SHOWN N S S COLUMN PER PLAN 1 �— T W/ B 1 N ASE PLATE PER -N DETAIL 13/54.1 I -N, . d1 - \ • 4 SLAB ON GRADE 1 ' • A a PER PLAN ( f- VENEER 76 '• • ' • 4 d a• 0 d I '\ • Q. i _ ./� ;:rh f'11.... 4r3 CLOSED HOOP TIES - • "' • 12' 0.C. W/ (3) SETS AT 4 • ?_ . .! TOP CONT. HORIZ. RETAINING a U E O a V I . : WALL RE1NF. THROUGH 4 N • • PLINTH \ .4 ix,..."- 20'x15' LONG_ PLINTH A �° A SECTION A -A Y • • RETAINING WALL d . •. 4 /FOOTING PER PLAN 4 ... , 4 Ito a a 4• 4 4 ' a ' iv 13 ! 4 . 4 • 9 .2. A ..., J. 4 07. .... (..-, � a •'• Ec • N O 10 I-155 COLUMN AT CONCRETE PLINTH d'k'��i 15 Z �r A- -- 54,1 0240n0 c>_c SCc4+'L�Q .: '_ MI MS: .: : Pi .• _ e Pacific Crossroads Corp. Ctr. Date Drawn by: Checked by: Foundation Details CLC SY MILDREN DESIGN GROUP, P.C. Revisions Sheet RI- 54.1 -2 of 3 ARCHITECTURE • SPACE PLANNING 2. 13 August 2008 . 7650 S.W. Beveland, Suite 120 General Revision AAI Job Number: A07202 Tigard, Oregon 97223 -8692 AAI ENGINEERING, 2008, ALL (503)244 -0552 RIGHTS RESERVED Main Office alem Office Bend Office P.O. Box 23814 4060 Hudson Ave.. NE P.O. Box 7918 % Tigard, Oregon 97281 Salem. Oregon 97301 Bend, Oregon 97708 Carls Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 66�� Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 Daily Report of Reinforced Concrete 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 W. WHITE OBOA 371 was on site this date Oct. 14, 2008 to perform Special Inspection for: Permit BUP2008 -00056 DFS #(s) PO Number: SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? ® Yes ❑ No 0 N/A Name: JOHN Company: SPROULL AT COMMERCIAL CONTRATORS 2. Monitored loads arriving at job site for correct: Mix #: 6KN15000 2. Type of work: ® Concrete IN Reinforcing Slump 4 +/- 1 % Air ** 3. Work included: ® Sampling © Inspection 3. Type of samples made? 4 X 8 CONCRETE CYLINDERS 4. Inspection was 'IBC' ® Continuous El 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. 100 +/- 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? AIR 1. 5 +/- 1. 5 4. Verified forms will nominally result in 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 0 In progress 8. Verified structural embedments in the forms x 2. Completed work inspected was in compliance with with regard to fabrication, quality and type. 9. Verified structrual embedments in the forms © Approved plans and specifications El Shop drawings with regard to weld inspection, quantity, and x RFI ® Design change ❑ Submittal n N/A permits issued. 10. Verified cast in place anchors. x Document #(s) S4.1/5 & 10 Dated: 08/13/2008 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). 0 Yes © No El N/A ALL INTERIOR SLAB -ON -GRADE FOR BUILDING A, ALSO 4. Noncompliance item(s) were reinspected this date, details THICKENED EDGE on following page(s). 0 Yes No ® N/A Conform ❑ Remain in progress Report(s) findings were discussed and left with JOHN of SPROULL AT COMMERCIAL CONTRACTORS 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). El Distribute attachments. Page 1 of 3 Daily Report of Reinforced Concrk.. _ For: 10/14/2008 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: 10/23/2008 WRW /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 _onstruction Inspections & Related Tests Carlson Testing, Inc. 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: 09/10/2008 Job Number: T0807926.A Permit #: GET PERMIT Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: SMC Cast By: K. THRALL Concrete Supplier: KNIFE RIVER Truck #: 2157 Load #: 2 Ticket#: 3120489 Weather: SUNNY Test Time: 2 : 30 Air Temp. at Sampling Time: 85 Cylinders were cast for the following locations: FOOTINGS AT 1- 6 /A —E, BUILDING 'C' B/3 -4 Total Concrete Placement Location: FOOTINGS AT 1- 6 /A —E, BUILDING 'C' B/3 -4 Strength Requirement: 3000 psi f c@ 28 Days Slump: 4.000" % Air: 5 . 50 % Mix Number: 3 3N 17 2 0 0 Conc. Temp: 7 9 Cement Type: 1 / I I Max Agg: 3/ 4 Admix/Amt: Cubic Yards: 20 / 40 +/— Register Number: 0086642 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 09/11/2008 09/17/2008 51674 12.62 4090 3 RH2 28 09/11/2008 10/08/2008 74683 12.56 5950 4 RH2 28 09/11/2008 10/08/2008 74134 12.56 5900 3 RH2 28 09/11/2008 10/08/2008 70913 12.56 5650 3 RH2 El Distribute attachments. Average fc @ 28 days 5830 Please see reverse side for additional information. Job Number: T0807926.A Register Number: 0086642 Date Molded: 09/10/2008 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A 7 <1 in. [25 mm] .)\ g Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends. Tess 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 end 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 10/09/2008 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. ,.. onstruction Inspections & Related Tests Carls ®n Testing, Inc. 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: 10/14/2008 Job Number: T0807926.A Permit #: BUP2008 -00056 Cli PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: SMC Cast By: W. WHITE Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) — QUALITY CONTROL Truck #: 170 Load #: 3 Ticket#: 3124578-35 Weather: PARTLY CLOUDY Test Time: 9: 00 AM Air Temp. at Sampling Time: 50 Cylinders were cast for the following locations: SLAB —ON —GRADE AT GRIDS 2- 2.5 /A —B Total Concrete Placement Location: ALL INTERIOR SLAB —ON —GRADE BUILDING A — ALSO THICKENED EDGE Strength Requirement: 3500 psi f c@ 28 Days Slump: 4.250" % Air: 1.40% Mix Number: 6KN15000 Conc. Temp: 65 Cement Type: 1 Max Agg: 3/4 Admix/Amt: WRDA64 = 228 OZ 10/32 Cubic Yards: Register Number: 0087420 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 10/15/2008 10/21/2008 61838 12.56 4920 4 RH2 28 10/15/2008 11/11/2008 28 10/15/2008 11/11/2008 28 10/15/2008 11/11/2008 0 Distribute attachments. Average f c@ 28 days Please see reverse side for additional information. Job Number: T 0 8 0 7 9 2 6. A Register Number: 0087420 Date Molded; 10/14/2008 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A <1 in. [25 mm] // ff I 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 I 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: 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 10/22/2008 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. ����� ®� ��3�1�� Inc. constructio Ins pections & Related Tests Testing, 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: 09/29/2008 Job Number: T0807926.A Permit #: BUP2008 -00056 Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: Cast By: D. SUMINSKI Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) — QUALITY CONTROL Truck #: 192 Load #: 1 Ticket#: 3121033 Weather: CLEAR Test Time: 1:10 Air Temp. at Sampling Time: 84 Cylinders were cast for the following locations: LINES 1 AND B Total Concrete Placement Location: STEM WALLS LINES 1 FROM B.8 TO D, D FROM 1 TO D.3, 3 FROM C.6 TO D Strength Requirement: 3000 psi fc @ 2 8 Days Slump: 3.500" % Air: 4.10% Mix Number: 33N17200 Conc. Temp: 81 Cement Type: Max Agg: 3 / 4 Admix/Amt: AIR, WRDA64 10 Cubic Yards: Register Number: 0087051 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 09/30/2008 10/06/2008 48326 12.49 3870 3 RH2 28 09/30/2008 10/27/2008 28 09/30/2008 10/27/2008 28 09/30/2008 10/27/2008 ❑ Distribute attachments. Average 1'c @ 28 days Please see reverse side for additional information. Job Number: T0807926.A Register Number: 0087051 Date Molded: 09/29/2008 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A 7 _ , _ , < 1 in. [25 mm] i i Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, Tess 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 I 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 end 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 10/07/2008 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 alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 s� Tigard. Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 C arlson 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 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 D. SUMINSKI OBOA 340 was on site this date Sep. 29, 2008 to perform Special Inspection for: Permit BUP2008 -00056 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 COMMERCIAL CONTRACTORS 2. Monitored loads arriving at job site for correct: Company: Mix #: 33N17200 2. Type of work: © Concrete © Reinforcing Slump 4 +/- 1 % Air 5 +/- 1 3. Work included: © Sampling © Inspection 3. Type of samples made? 4 X 8 CONCRETE CYLINDERS 4. Inspection was 'IBC' ® Continuous Periodic Number of sets 1 Samples per set 3 5. Work performed: © In the field El At precast shop 4. Inspected placing and consolidation of approx. 10 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? 4. Verified forms will nominally result in 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 El In progress 8. Verified structural embedments in the forms with regard to fabrication, quality and type. x 2. Completed work inspected was in compliance with © Approved plans and specifications El Shop drawings 9. Verified structrual embedments in the forms with regard to weld inspection, quantity, and x fl RFI E Design change 1=1 Submittal El N/A permits issued. 10. Verified cast in place anchors. x Document #(s) s2.1 Dated: 12/13/07 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 is N/A STEM WALLS LINES 1 /A -C, 6 /A -C, AND A/1 -6. 4. Noncompliance item(s) were reinspected this date, details on following page(s). Yes 0 No © N/A ❑ Conform Remain in progress Report(s) findings were discussed and left with JOHN of COMMERCIAL CONSTRUCTION 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. ❑ See additional report page(s). El Distribute attachments. Page 1 of Daily Report of Reinforced Concre. For: 09/29/2008 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: 09/30/2008 DS /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 Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 C arlson 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 Client: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING A CTI Job #: T0807926.A Address: 7 920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative S . HOPPE OBOA 791 was on site this date sep. 09, 2008 to perform Special Inspection for: Permit BUP2008 -00056 DFS #(s) PO Number: SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? 0 Yes 0 No © N/A Name: JOHN Company: CO MMERCIAL CONTRACTORS 2 Monitored loads arriving at job site for correct: p y Mix #: 2. Type of work: ❑ Concrete © Reinforcing Slump % Air 3. Work included: D Sampling © Inspection 3. Type of samples made? N/A 4. Inspection was 'IBC' ❑ Continuous © Periodic Number of sets Samples per set 5. Work performed: © In the field El At precast shop 4. Inspected placing and consolidation of approx. cubic yards of concrete. REINFORCING Yes No N/A Location of concrete placement [to include grid lines, elevations 1. Reviewed previous inspection reports? X (floors) and drawing details]: 2. Forms clear of debris? X 3. Type, grade, size, quantity, spacing and X condition conform? 4. Verified forms will nominally result in 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 x 2. Completed work inspected was in compliance with with regard to fabrication, quality and type. 9. Verified structrual embedments in the forms © Approved plans and specifications 0 Shop drawings with regard to weld inspection, quantity, and X RFI 0 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). 0 Yes 0 No ® N/A BUILDING 'A' FTGS, GRID LINES 1- 6/A-E INCLUSIVE. 4. Noncompliance item(s) were reinspected this date, details on following page(s). D Yes D No © N/A Conform 1=1 Remain in progress Report(s) findings were discussed and left with JOHN of COMMERCIAL CONTRACTORS 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 Concre._ For: 09/09/2008 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: 09/1 8/2008 SH /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 • -.,. .'V Carly ®n Testing, Into - 'onstruction In & 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: 09/10/2008 Job Number: T0807926.A Permit #: GET PERMIT Cli PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: SMC Cast By: K . THRALL Concrete Supplier: KNIFE RIVER Truck #: 2137 Load #: 2 Ticket#: 3120489 Weather: SUNNY Test Time: 2 : 30 Air Temp. at Sampling Time: 85 Cylinders were cast for the following locations: FOOTINGS AT 1- 6 /A —E, BUILDING 'C' B/3 -4 Total Concrete Placement Location: FOOTINGS AT 1- 6 /A —E, BUILDING 'C' B/3 -4 Strength Requirement: 3000 psi fc @ 28 Days Slump: 4.000" % Air: 5 - 50 % Mix Number: 33N17200 Conc. Temp: 7 9 Cement Type: 1/II Max Agg: 3/4 Admix/Amt: Cubic Yards: 20 / 40 +/— Register Number: 0086642 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 09/11/2008 09/17/2008 51674 12.62 4090 3 RH2 28 09/11/2008 10/08/2008 28 09/11/2008 10/08/2008 28 09/11/2008 10/08/2008 0 Distribute attachments. Average fc @ 28 days Please see reverse side for additional information. Job Number: T0807926.A AegisterNumber: 0086642 Date Molded: 09/10/2008 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A < 1 in. [25 mm] )\\\ Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends. Tess 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 end 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 Tolier On 09/18/2008 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. .Jonstruction Inspections & Related Tests Carlson 'Testing, Inc. 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: 10/14/2008 Job Number: T0807926.A Permit #: BUP2008 -00056 Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILD NG A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: SMC Cast By: W. WHITE Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) — QUALITY CONTROL Truck #: 170 Load #: 3 Ticket#: 3124578-35 Weather: PARTLY CLOUDY Test Time: 9: 00 AM Air Temp. at Sampling Time: 50 Cylinders were cast for the following locations: SLAB —ON —GRADE AT GRIDS 2- 2.5 /A —B Total Concrete Placement Location: ALL INTERIOR SLAB —ON —GRADE BUILDING A — ALSO THICKENED EDGE Strength Requirement: 3500 psi f c@ 28 Days Slump: 4.250" % Air: 1.40% Mix Number: 6KN15000 Conc. Temp: 65 Cement Type: 1 Max Agg: 3/4 Admix/Amt: WRDA64 = 228 OZ 10/32 Cubic Yards: Register Number: 0087420 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 10/15/2008 10/21/2008 61838 12.56 4920 4 RH2 28 10/15/2008 11/11/2008 84174 12.56 6700 5 RH2 28 10/15/2008 11/11/2008 92028 12.56 7330 2 RH2 28 10/15/2008 11/11/2008 94007 12.56 7480 3 RH2 ❑ Distribute attachments. Average f c @ 28 days 7170 Please see reverse side for additional information. Job Number: T0807926 . A Register Number: 0087420 Date Molded: 10/14/2008 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A <1 in. [25 mm] /)\\ \ l l 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 end 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 Toiler On 11/12/2008 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 .alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carlson Testing, ° Tigard. Oregon 97281 Salem. Oregon 97301 Bend, Oregon 97708 Inc e 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 P. MCMAHON OBOA 400 was on site this date Nov. 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: JOHN PERFORMED VISUAL INSPECTIONS OF 1/4" FILLET WELDS Com an COMMERCIAL CONSTRUCTION PER DETAIL 3 & 7/S5.1 AT DOOR FRAME HEADER AND p y ROOF CONNECTIONS AT B/4 AND A.3/4. 2. Inspection was "IBC" Continuous © Periodic 3. Work performed: © In the field ❑ At fab shop WELDING FOUND TO COMPLY WITH TABLE 6.1 OF AWS D1.1 AND THE APPROVED PLANS. 4. If shop inspection do they have fabrication and QC procedures? El 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 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 comp liance 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 El 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 1E1 No © N/A Certification #: COP: C -385 / EXP: 10 -12 -09 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). D Yes El 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 JOHN employed during execution of the work. of COMMERCIAL CONSTRUCTION 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). 0 Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 11/10/2008 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: 11/19/2008 PM /EAH 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 arls®n Testing, 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 P . MCMAHON OBOA 4 00 was on site this date Nov. 07, 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 PERFORMED VISUAL INSPECTIONS OF 1/4" FILLET Com an COMMERCIAL CENTER WELDS, PER DETAILS 3 & 7/S5.1 AT DOOR FRAME • P y HEADER & ROOF CONNECTIONS AT C -4 & C.6 -4. 2. Inspection was "IBC" ❑ Continuous © Periodic 3. Work performed: © In the field 0 At fab shop WELDING FOUND TO COMPLY WITH TABLE 6.1 OF AWS D1.1 & THE APPROVED PLANS. 4. If shop inspection do they have fabrication and QC procedures? ❑ Yes 0 No © N/A INSPECTION Yes NoN /A 1. Reviewed previous inspection reports? 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: 0 Completed © In progress 7. Verified the quality of welds produced by welders, progress rog 2 , Work inspected in welding operators, and tackers conform. X P P a 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 RFI Design change Submittal 111 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: VERIFIED 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). 0 Yes 0 No © N/A 1. Verified the contractor's Welding Procedure progress 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 JOHN employed during execution of the work. o f COMMERCIAL CENTER 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). 0 Distribute attachments. Page 1 of Daily Report of Structural Steel For: 11/07/2008 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: 11/19/2008 PM /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