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Report Main Office Salem Office Bend Office P.O. Box 23814 )60 Hudson Ave., NE P.O. Box 7918 e Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 CarIS ®� ���� I Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 1 �7 FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 December 1, 2008.- -..__ T080792 4C ----.-2.___:, Permit o. BUP2008 -00057 FIELD INS ECTIOr REPORT DATES COVERED: November 19, 2008 PROJECT: Pacific Crossroads Corporate Center — Building C ADDRESS: 8050 SW Pfaffle Street — Tigard, OR INSPECTOR: R. Andree — COP #763, ACI #048632, OSHD #42872 11- 19 -08: At the request of John with Commercial Contractors, CTI representative took wood moisture readings in plywood sheathing of roof structure. CTI representative tested area of roof sheathing that had the highest MC % at the time of the first test. CTI representative tested the NW corner of the building & recorded a MC % of 13.4% in plywood. 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. Z i . even�IV. Leach Project Manager RA/ja 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 11 -19 -08 fr Main Office ..,alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carlson �p Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Testing, Into Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 Daily Report of Structural Steel Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING C CTI Job #: T0807926. C Address: 8050 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 -00057 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 VISUAL INSPECTION OF 3/16" FLARE Com an PORTABLE WELDING BEVEL AND PJP GROOVE WELDS ON (2) CANOPY FRAMES p y PER STRUCT DETAILS 2,3/S5.2 — COMPLETED. 2. Inspection was "IBC" © Continuous Periodic 3. Work performed: 0 In the field © At fab shop PERIODIC VISUAL INSPECTION OF FILLET WELDS ON PORTABLE WELDING FRAMES — COMPLETED. 4. If shop inspection do they have fabrication and QC THE WORK DONE CONFORMS TO ENGINEER DETAILS AND procedures? ® Yes El No ❑ N/A VISUAL ACCEPTANCE CRITERIA OF AWS D1.1, TABLE 6.1. 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. 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: 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 0 Shop drawings member locations. and application of joint details at each X RFI 0 Design change El Submittal 0 N/A connection are in compliance by random sampling. Document #(s) 2,3/S5.2 Dated: 12/13/07 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE following page(s). El Yes 0 No ® N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). fl Yes 0 No ® N/A I. Verified the contractor's Welding Procedure Conform Remain in progress Specifications are in conformance with X El 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. o f PORTABLE WELDING 3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. 0 See additional report page(s). 0 Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 11/18/2008 CTI Job #: T0807926. C Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C 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 X60 Hudson Ave., NE P.O. Box 7918 e Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson T1T � C } 11'1 �11 �• Phone (503) 684 3460 Phone (503) 589 -1252 Phone (541) 330 -9155 1 1117 ►7 ILll l ' L J FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 November 19, 2008 T0807926.0 Permit No. BUP2008 -00057 FIELD INSPECTION REPORT DATES COVERED: November 17, 2008 PROJECT: Pacific Crossroads Corporate Center — Building C ADDRESS: 8050 SW Pfaffle Street — Tigard, OR INSPECTOR: W. White, OBOA #371 11- 17 -08: CTI representative arrived on site to inspect the installation of veneer ties on Building C, which was being done on East wall at the approximate elevation of 8' -0" from finished floor. Contractor was installing Hohmann & Barard DW -10HS 14 gauge galvanized brackets with Ecco HWH flo -seal tap fast stalgar coated 2" screws into these brackets. Wire ties are hooked into these brackets & a #9 wire is running from bracket to bracket. This was being done as the • veneer was being installed. Brackets are being installed at every stud 18" on center & vertically every 15" on center. ***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. .,.s teven W. Leach Project Manager WW /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 eric @ccigc.com 11 -17 -08 fr ?HALT „. . (./ • , _- i/ S Testing, Inc o1 CaeTE > 7409 SW Tech Center Dr, Suite 145 Tigard, OR 97223 11-5 Phone: 503-443-3799 Fax: 503-620-2748 P16u4<06i Or 503443.3799 RAPID SOIL SOLUTIONS PAGES 1 of 1 3915 SW PLUM ST PORTLAND OR 97219 -6018 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY (NUCLEAR METHOD) ❑ ASTM D2950 / © ASTM D2922 ❑ AASHTO T310 ❑ D3017 PROJECT NAME: Pacific Crossroad Corp. Center JOB NO: 07 - 1694 ADDRESS: 7920 -8000 SW Pfaftle St, Tigard, OR TECHNICIAN: David Brodkey WEATHER: Clear & hot DATE: Aug 11, 2008 TYPE OF WORK: backfill on over extension section of pad SOIL TEST METHOD:❑ T99 Ei D698 DTI 80 ❑D1557 SOIL TYPE: brown MATL DESC: native soil GAUGE: CP MAKE: MODEL: MC -3 GENERAL CONTRACTOR Timberline SERIAL #: 8022 PAVING CONTRACTOR N/A TEST MODE: ❑BACKSCATTER © DIRECT 8” DEPTH ASPHALT SUPPLIER: N/A CALIBRATION DATE: 09 -26-07 . MIX: N/A CALIBRATION SOURCE: ODOT LAB OPT. MOISTURE: MAX. DRY DENSITY: STANDARD COUNT: 17.5 102.4 LBS/FT' 1) 39408 2) 8511 Thsir NO I TEST LOCATION C ONTENT CONTENT ELEV. THICKNESS SS D LBS' DENSITY PROCTOR MAX � DENSITY REQ OR mAK OR 15' south, 25' east of northwest 6" below top of 103.4 100+ 3321 102.4 1 comer of building 18.9 17.5 subgrade 8" 95 - 5' south, 45' east of northwest 5 1/2" below top of 107.1 100+ 3321 102.4 2 comer of building 17.0 1 7.5 subgradc 8" 95 T south, 22' east of northwest 4" below top of 101.6 992 3321 102.4 3 mmerofbuilding 14.8 17.5 subgrade 8" 95 10' south, 45' east of northwest 3 12" below top of 1023 999 • 3321 102.4 4 corner of building 13.2 17.5 subgrade 8" 95 • COMMENTS: Rick with Timberline was notified of all results. k ie) Q � , /t% Client Doty REVIEWED BY: 1 - Date: U DOUG ES EL / VP Operations DE/slj IS Testing, Inc _ 4111=ONCRE7T 7409 SW Tech Center Dr, Suite 145 Tigard, OR 97223 OILS Phone: 503 -443 -3799 Fax: 503 -620 -2748 pm:mai roc. 503.443.3799 RAPID SOIL SOLUTIONS PAGES 1 of 1 3915 SW PLUM ST PORTLAND OR 97219 -6018 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY (NUCLEAR. METHOD) ❑ ASTM D2950 / © ASTM D2922 ❑ AASHTO T310 ❑ D3017 PROJECT NAME: Pacific Crossroad Corp. Center JOB NO: 07 - 1694 ADDRESS: 7920 -8000 SW Pfaffle St, Tigard, OR TECHNICIAN: David Brodkey WEATHER clear DATE: Aug 12, 2008 TYPE OF WORK: backfill on over extension section of pad SOIL TEST METHOD: ❑ T99 X❑D698 Oil 80 0131557 SOIL TYPE: native MAIL DESC: brown silt GAUGE: CPN MAKE: MODEL: MC -3 GENERAL CONTRACTOR: Timberline SERIAL #: 8022 PAVING CONTRACTOR: N/A TEST MODE: ❑BACKSCATTER © DIRECT 8t DEPTH ASPHALT SUPPLIER: N/A CALIBRATION DATE: 09 -26-07 MIX: N/A CALIBRATION SOURCE: ODOT LAB OPT. MOISTURE: MAX. DRY DENSITY: STANDARD COUNT: 17.5 102.4 LBS/FT' 1 ) 394325 2) 8474 PEST MOIST. OPT. LIFT THICKNESS DENSITY % OF RICE NO. MAX DENSITY NO. TEST LO ATION CONTENT �� • ELEV. D I LBS' I D S� PROCTOR ' I � MAX OR 111 1 73' east, 15' south of northwest 2' below top of 102.8 100+ 3321 102.4 1 x,mer of binding 12.8 17.5 subgrade 8' 95 12' south; 45' east of northwest 1 1/2' below top of 103.1 100+ 3321 102.4 2 comer of buliding 16.0 17.5 subgrade 8 " 95 15' south, 42' east of northwest of Top of subgrade 103.6 100+ 3321 102.4 3 Omer of building 113 17.5 8 ' 95 25' east, 15' south of northwest of 1/2' below top of 99 . 97.1 3321 102.4 4 comer of building 12.3 173 subgrade 8 " 95 COMMENTS: Rick with Timberline was notified of all results. 4 0 6) CC client only REVIEWED BY: Date: DOU E L / VP Operations DFJsIj .DP„A CS Testing, Inc 4111=oNl'RE7E 7409 SW Tech Center Dr, Suite 145 Tigard, OR 97223 "' Phone: 503 -443 -3799 Fax: 503 -620 -2748 vesstaso • ItN. 503.443.3799 RAPID SOIL SOLUTIONS PAGES 1 of 1 3915 SW PLUM ST PORTLAND OR 97219 -6018 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY (NUCLEAR METHOD) ❑ ASTM D2950 / © ASTM D2922 ❑ AASHTO T310 ❑ D3017 PROJECT NAME: Pacific Crossroad Corp. Center JOB NO: 07 -1694 ADDRESS: 7920 -8000 SW Pfaffle St, Tigard, OR TECHNICIAN: Jerry Frampton WEATHER: clear DATE: Sep 3, 2008 TYPE OF WORK: fill SOIL TEST METHOD:0 T99 x❑D698 0T180 0D1557 SOIL TYPE: native MATL DESC: brown silt GENERAL CONTRACTOR: GAUGE: CPN MAKE: MODEL: MC -I NC/CAI SERIAL #: 7 AVING CONTRACTOR: TEST MODE: ❑BACKSCATTER © DIRECT g" DEPTH ASPHALT SUPPLIER: N/A CALIBRATION DATE: 10 -26-07 MIX: N/A CALIBRATION SOURCE: ODOT LAB OPT. MOISTURE: MAX. DRY DENSITY: STANDARD COUNT: 17.5 102.4 LBS/FT 1 ) 44455 2) 11002 L OT OR MAX OR MOIST. OPT. THICKNESS TEST I TEST LOCATION I co NTEN MO t N1 I ELEV. DEPTH DENSITY LBS D PROC OR MAX DENSITY S1TY REQ 110.7 100+ 3321 102.4 1 Southeast comer building pad B 15.2 17.5 Final 8" 95 105.7 100+ 3321 102.4 2 Northwest corner building pad B 11 17.5 Final 8 " 95 • COMMENTS: Results were given to Rick with Timberline. e.... " ......*.'"'....'--------------- CC client only REVIEWED BY: Date: DOUG ESQUIVEL / VP Operations DElslj • TRW ACS Testing, Inc °"" 7409 SW Tech Center Dr., Suite 145 • arm Tigard, OR 97223 1171WIIMK. Phone: 503-443 -3799 Fax: 503 -620 -2748 503.443.3799 RAPID SOIL SOLUTIONS 3915 SW PLUM ST • PORTLAND OR 97219 -6018 • DAILY SOIL REPORT PROJECT: Pacific Crossroad Corp. Center ADDRESS: 7920 -8000 SW Pfaffle St, Tigard, OR DATE: 09 -03 -08 PROJECT #: 07 -1694 INSPECTOR: Jerry Frampton An ACS Representative was on site to observe deflection test as requested. Deflection test was on building pad B. A fully loaded double axle dump truck was used and no visible deflection was observed. Our reports pertain to the material tested or inspected only. Information contained herein is not to be reproduced except in full, without prior written authorization from this office. Reviewed by: g Esquivel t ice President DEfslj CC: client only • rnaLT ACS Testing, Inc 411=oreAR71. 7409 SW Tech Center Dr., Suite 145 OILS Tigard, OR 97223 avows, rma: Phone: 503 -443 -3799 Fax: 503 -620 -2748 503.443.3799 RAPID SOIL SOLUTIONS 3915 SW PLUM ST PORTLAND OR 97219 -6018 DAILY SOIL REPORT PROJECT: Pacific Crossroad Corp. Center ADDRESS: 7920 -8000 SW Pfaffle St, Tigard, OR DATE: 09 -03 -08 PROJECT #: 07 -1694 INSPECTOR: Jerry Frampton An ACS Representative was on site to observe deflection test as requested. Deflection test was on building pad B. A fully loaded double axle dump truck was used and no visible deflection was observed. Our reports pertain to the material tested or inspected only. Information contained herein is not to be reproduced except in full, without prior written authorization from this office. Reviewed by: 1, Esquivel ■ ice President DE/slj CC: client only PHA LT CS Testing, Inc 411= RETt 7409 SW Tech Center Dr, Suite 145 Tigard, OR 97223 -021' Phone: 503 -443 -3799 Fax: 503 -620 -2748 503.443.3999 RAPID SOIL SOLUTIONS PAGES 1 of 1 3915 SW PLUM ST PORTLAND OR 97219 -6018 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY (NUCLEAR METHOD) ❑ ASTM D2950 / © ASTM D2922 ❑ AASHTO T310 ❑ D3017 PROJECT NAME: Pacific Crossroad Corp. Center JOB NO: 07 -1694 ADDRESS: 7920 -8000 SW Pfaftle St, Tigard, OR TECHNICIAN: Jerry Frampton WEATHER: clear DATE: Sep 3, 2008 TYPE OF WORK: fill SOIL TEST METHOD: ❑ T99 ©l1 .98 0T180 0D1557 1p SOIL TYPE: native MAIL DESC: brown silt GAUGE: CPN MAKE: MODEL: MC -! GENERAL CONTRACTOR: CCI SERIAL #: 8237 AV1NG CONTRACTOR: N/A TEST MODE: ❑BACKSCATTER © DIRECT 8^ DEPTH ASPHALT SUPPLIER: N/A CALIBRATION DATE: 10 -26-07 ,MIX: N/A CALIBRATION SOURCE: ODOT LAB OPT. MOISTURE: MAX. DRY DENSITY: STANDARD COUNT: 17.5 102.4 LBSJFV 1) 44455 2) 11002 OR LIFT NO I TEST LOCATION CO 1 T CONTENT r I EL V. f DEPTH DENSITY LS I x( PROCTOR LBS' 1 REQ I j 110.7 100+ 3321 102.4 1 Southeast owner building pad B 15.2 17.5 Final 8" 95 105.7 100+ 3321 102.4 2 Northwest comer building pad B 11.6 17.5 Final 8 " 95 COMMENTS: Results were given to Rick with Timberline. CC client only REVIEWED BY: Date: DOUG ESQUIVEL / VP Operations DF/slj Field Report • Project: V71-4'; fiJo) Date: Location: /6t (Pe 3f Weather: Developer: 57741-i Mia Mahedy-Sexton, PE Permit No. ,_571 242 — c'cl J7,-e-e• " 5 kr, 4 i p _5(.1 _} ,t) * •a ('.•,..er7 re 9 1 ' A <Cd:( s' y /ZIG& e5 4/4 /t1 • 47/ 71z,> / f- es- e.1 ) • C 4 ea f . • t t it+ – I" ( 4'7E ° ,""-- f'S •C • 1 . 7 ....°•-■: / 7t / 1 4 /4.,-- • e -e ea c h Rapid • "-- 27 tic • Solt S 3915 SW Plum Street Portland, OR 97219 P: 503-816-3689 F: 503-285-1636 mia@rapidsoilsolutions.com Field Report Project: OC r Date: �Vell - Location: %/» -, Weather: 6 i, - '7 rr 4 ;2'2 Developer: 7 /„5 e ,,, -1 . ---- Mia Mahedy- Sexton, PE Permit No. j 7 — Zv Q $ — t1 oC)O 4 L t9 f7 C - vs - (till" GJ4 .,-- , �- -- 7z e(- /. ;vii 4J4, ,, _ 117/ / /7 i ,; P i ° . /2 0 L. -7/ A lM" ca - 7rr/ 7 � S C 5 r� ,..,6 /- ,,GC 4 o�.� Ate, )"4 c/4 S st-/i ,,,, I - L .......____ :: i \ : 61. 1 1 .G ______-- .......____ _ 11 \ ..,,, . ., 1 Rapid - s , is i - at - ':o - 2r;-., ons 3915 SW Plum Street Portland, OR 97219 P: 503- 816 -3689 F: 503-285-1636 mia @rapidsoilsolutions.com Field Report Project: A22 Date: �%/ Location: 7f �r� d) Weathe . �<! c,,-.0.- Developer: e, . &- /i9 e Mia Mahedy - Sexton, PE Permit No. 5. 2.4d5 - av vV P a ktei '41 (3'■- /4.._ h-k a-/- t 4046 .6--A._ 1-2Ldio1, a • /..s.ed P4- ' cc, 7( ‘ ' ,c ,7,---. l jro: C. l r,.t. a /AiL �dh d .j /2 c ,r'l 0 /1 S r c•✓f'L(._ -1. ,..,4 , ' 2M, . c 71 ce /44 n r) (A-T./el / f 1 ,14/7 1 / n 4-, et- 4- _ft/ tz `0- :: a �Q /te 7 X107 -: / _ - - - - - 7, - - -,/,/' - - - - -/ • c_„,._e ,...1j2. . 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A.-11 n L (4,../‘-y\ . 4 -ice Mia Mahedy- Sexton, PE Permit No. S if C Zoe - 00007 • % t,ti r /j 72 _ ,,,,ri-i / '4i 7 ;/ M/)\J - y /;- , ) 7 /2) ii-ork / ..,- _ _ Rapid _ . . S . • • of :0 _. - =... 3915 SW Plum Street Portland, OR 97219 P: 503- 816 -3689 F: 503-285-1636 mia@rapidsoilsolutions.com ' . Field Report Project: g. Date: Location: / ) , :iiik il , -', Weather ‘: ,, -, ),..-‘. it-1, Developer: .7( 1--- Mia Mahedy-Sexton, Pg Permit No. 2-- / ( 6. (,) 1 e (,) i , k 1 . I ( ,. C-1 i -.: , k F A e ,li LA (2/..7 tA &I . - • , J i L.:A 7 1 1.' i / i 4 - 2 •?/ 1 : -.- '. 77 -i - y-6 H -e /7) -1 - (- " , -- , 2 ,/ 7 t?) -- ) ' - , - i.)C it • 1 I --------,_, -----/./ . „ „I ------‘---- --- ...< R # 8 I. . . • , . 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Sot S 1. su.r --A-bo n 3915 SW Plum Street Portland, OR 97219 P: 503-816-3689 F: 503-285-1636 mia@rapidsoilsolutions.com Field Report Project: / Date. Location: Ty , , Weather: c • - Developer: red_ Mia Mahedy-Sexton, PE Permit No. z 6 y i) A C 1 ' 1 - t. ) fJ, , l2 C' 4,.; a *) 1 S ' 1 ."` , „, - . _ Pjlk - SOILS - tt)t. tton Sur 3915 SW Plum Street Portland, OR 97219 P: 503-816-3689 F: 503-285-1636 mia®rapidsoilsolutions.com ¢9 spR:LLT Testing, Inc `' ONCRETE 7409 SW Tech Center Dr, Suite 145 d� Tigard, OR 97223 " ° ..-"5:c• OILS Phone: 503 -443 -3799 Fax: 503- 620 -2748 : TEST/AG. i,%( 503.443.37 RAPID SOIL SOLUTIONS PAGES 1 of 1 3915 SW PLUM ST PORTLAND OR 97219 -6018 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY (NUCLEAR METHOD) ❑ ASTM D2950 / ❑ ASTM D2922 ❑ AASHTO T310 ❑ D3017 PROJECT NAME: Pacific Crossroad Corp. Center JOB NO: 07 - 1694 ADDRESS: 7920 -8000 SW Pfafflc St. Tigard. OR TECHNICIAN: Tyler Scruggs WEATHER: clear DATE: Oct 24. 2008 TYPE OF WORK: compaction testing SOIL TEST METHOD:0 T99 OD698 ❑T180 OD1557 SOIL TYPE: asphalt MAIL DESC: C - mix GAUGE: CPN MAKE: MODEL: MC -1 GENERAL CONTRACTOR: Commercial Contractors SERIAL #: 8 PAVING CONTRACTOR: Brix Paving TEST MODE: ©BACKSCATTER ❑DIRECT DEPTH 'ASPHALT SUPPLIER: Knife River CALIBRATION DATE: 10 -26 -07 1MIX: C CALIBRATION SOURCE: ODO'I' LAB I OPT. MOISTURE: MAX. DRY DENSITY: 1 STANDARD COUNT: N/A 1 51.0 LBS /FT' 1 ) 42812 2) 11111 MOIST. OPT. LIFT THICKNESS DENSITY %OF RICE NO. MAX DENSrrY % NO. 1 TEST I. 00A'rION CON�'EN� CONTENT OR OR MAX DL'PTI I LOS' DENSITY PROCTOR I..RS REQ Parking ot per locations on C1 0 on 138.6 91.5 * 151.0 i approved plans #'s 15 -21 N/A N/A Top of grade 2" 92 Parking of per locations on C l0 on 138.9 92.0 * 151.0 2 approved plans #'s 15 -21 N/A N/A Top of grade 2 " 92 Parking M per locations on CIO on 139.0 92.1 * 151.0 3 approved plans N's 15 -21 N/A N/A 'fop of grade 2" 92 Parking of per locations on CIO on 138.6 91.9 * 151.0 4 approved plans #'s 15 -21 N/A N/A Top of grade 2 " 92 Parking of per locations on CIO on 139.2 92.2 * 151.0 5 approved plats #'s 15 -21 N/A N/A Top of grade 2" 92 Parking of per locations on CIO on 138.9 92.0 * 151.0 6 approved plans #'s 15 -21 N/A N/A Top of grade 2 " 92 COMMENTS: "Rice provided by Brix Paving. CC client only REVIEWED BY: ,l Date: DOUG ESQ (/*------------- IVEL / VP Operations DE /slj 7409 SW Tech Center Dr. Ste. 145 PAGES 2 of 2 ACS Testing, Inc. Tigard. OR. 97223 Ph: 503 -443 -3799 Pax:503- 620 -2748 PROJECT NAME: Pacific Crossroad Corp. Center JOB NO: 07 -1694 I DATE: Oct 24, 2008 I ADDRESS: 7920 -8000 SW Pfaff le St, Tigard, OR TECHNICIAN: Tyler Scruggs REPORT: TINS 1 TEST LOCATI 1 CONTENT CONTENT I Pa'F.V. THICKNESS DENSITY DENSITY PROCTOR R �AkLEIS DENSITY I REQ Parking of per locations on C10 on 139.1 92.1 a 151.0 7 approved plans ft's 15 -2I N/A N/A Top of grade 2" 92 I I ACS Control Document No. ACS -1065 (10/12/04 R-4) a ^i", ' Pn.I .3 Testing, Inc "' " 0a•CREre 7409 SW Tech Center Dr, Suite 145 Tigard, OR 97223 -,.;„, _. s OIL} Phone: 503 -443 -3799 Fax: 503- 620 -2748 • -. ', TESTING, INC' 503.443.3799 RAPID SOIL SOLUTIONS PAGES 1 of 1 3915 SW PLUM ST PORTLAND OR 97219 -6018 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY. (NUCLEAR METHOD) ❑ ASTM D2950 / ❑ ASTM D2922 ❑ AASHTO T310 ❑ D3017 PROJECT NAME: Pacific Crossroad Corp. Center JOB NO: 07 - 1694 ADDRESS: 7920 -8000 SW Pfaflle Si Tigard. OR TECHNICIAN: Tyler Scruggs WEATHER: clear DATE: Oct 24.2008 TYPE OF WORK: compaction testing SOIL TEST METHOD:0 T99 9D698 0T180 DD1557 SOIL TYPE: asphalt MATL DESC: C -mix GAUGE: CPN MAKE: MODEL: MC -I GENERAL CONTRACTOR: Commercial Contractors SERIAL #: 8237 PAVING CONTRACTOR: Brix Paving TEST MODE: ©BACKSCATTER ['DIRECT DEPTH ASPHALT SUPPLIER: Knife River CALIBRATION DATE: 10 -26 -07 MIX: C CALIBRATION SOURCE: ODOT LAB i N /A !OPT. MOISTURE: MAX. LBS/FT DRY DENSITY: I STANDARD COUNT: 2 ) 11111 MOIST. OPT. LIFT TIIICKNESS DENSITY ,,OF RICE NO. MAX DENSITY % TEST I TEST LOCATION CONTEN MOIST. OR OR LBS' MAX OR LBS' REQ NO. ti, CONTENT ELEV. DEPTH DENSITY PROCTOR Parking lot per locations on CIO on 138.9 92.0 * 151.0 I approved plans N/A N/A Base lift 2" 92 Parking lot per locations on C 10 139 92.2 * 151.0 2 on approved plans #'s 15 -21 N/A N/A 2 " 92 Base lift Parking lot per locations on CIO on 140.0 92.7 * 151.0 3 approved plans N/A N/A Base lift 2" 92 Parking lot per locations on CIO on 133 92.0 * 151.0 4 approved plans N/A N/A Base lift 2" 92 Parking lot per locations on CIO on 140.4 93.0 * 151.0 5 approved plans N/A N/A Base lift 2" 92 Parking lot per locations on C 10 1397 92.5 * 151.0 6 on approved plans N/A N/A Base lift 2 " 92 COMMENTS: `Rice provided by Brix Paving. CC client only REVIEWED BY: Date: DOUG ESQUIVEL / VP Operations DE /slj 7409 SW 'Tech Center Dr. Ste. 145 PAGES 2 of 2 ACS Testing, Inc. Tigard. OR. 97223 Ph: 503-443-3799 Fax:503 - 620 - 2748 I PROJECT NAME: Pacific Crossroad Corp. Center I JOB NO: 07 -169 DATE: Opt 24, 2008 ADDRESS: 7920 -8000 SW Pfaffle St, Tigard, OR TECHNICIAN: Tyler Scruggs REPORT: TEST MOIST. OPT. LIFT THICKNESS DENSITY %OF RICE NO. MAX DENSITY ;; TEST LOCATION CONTENII MOIST. OR OR MAX OR I.RS' REQ NO. CONTENT ELEV. CONTENT WS' DENSITY PROCTOR DENSITY Parking lot per locations on CIO on 139.1 92.1 • 151.0 7 ipproved plans N/A N/A Base lift r 92 I 1 I ACS Control Document No. ACS -1065 (10/12/04 R-4) Main Office ,alem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 9 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 B CTIJob #: T0807926.B Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative 1' • V I TRUK OBOA 770 was on site this date Oct. 28, 2008 to perform Special Inspection for: Permit BUP 2008 -00055 DFS #(s) PO Number: SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? ® Yes El No 0 N/A Name: JOHN Company: COMMERC. CONST 2. Monitored loads arriving at job site for correct: Mix #: 33N17200 2. Type of work: © Concrete © Reinforcing Slump 4 +/- 1 % Air 5 +1 -1.5 3. Work included: is Sampling © Inspection ? 4 X 8 CONCRETE CYLINDERS 3. Type of samples made? 4. Inspection was 'IBC' ® Continuous 0 Periodic Number of sets 1 Samples per set 4 5. Work performed: In the field El At precast shop 4. Inspected placing and consolidation of approx. 38 cubic yards of concrete. REINFORCING Yes No N/A Location of concrete placement [to include grid lines, elevations (floors) and drawing details]: 1. Reviewed previous inspection reports? X 2. Forms clear of debris? SAME AS REINFORCING X 3. Type, grade, size, quantity, spacing and x Condition conform? NOTED THAT WORK WAS DONE PER REVISED STR. 4. Verified forms will nominally result in DRAWINGS DATED 7/24/2008. hardened concrete of the required X cross - sectional dimensions. 5. Verified location of reinforcing steel, pipes, conduits and sleeves with respect to X minimum concrete cover. 6. Verified type and location of splices, length After samples are tested, results will follow on break report. of contact laps, and min. diameter of bends. X 7. Verified support & anchorage of reinforcing REPORT SUMMARY steel in the forms. X 1. Work inspected was: E 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 ❑ Shop drawings with regard to weld inspection, quantity, and x fl RFI Ei Design change ❑ Submittal 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). El Yes ❑ No © N/A CONTINUOUS FOOTINGS AND SPREAD FOOTING GRIDS 4. Noncompliance item(s) were reinspected this date, details 1 -6 /A -E AND B/3,4,5 EXCEPT AT NORTH EAST CORNER on following page(s). 0 Yes 0 No ® N/A GRIDS 5.5 -6 /A AND A-A.5/6; PER REFERENCE DETAIL Conform Remain in progress S201, S4.1 Report(s) findings were discussed and left with JOHN of COMMERC. CONST Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. 0 See additional report page(s). ❑ Distribute attachments. Page 1 of 1 Daily Report of Reinforced Concr. For: 10 / 2 8/ 2 0 08 CTI Job #: T0807926. B Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING B Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Steven W Leach Review Date: 11/04/2008 YV /ARR PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @EARTHLINK.NET TO: CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS CRAIGH @AAIENG.COM MILDREN DESIGN GROUP - BETTY SHEPPARD BETTY@MDGPC.COM COMMERCIAL CONTRACTORS INC - ERIC MONEY ERIC @CCIGC.COM Main Office Salem Office Bend Office P.O. Box 23814 30 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 - Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc. Phone (503) 684 -3460 FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 589 1309 FAX (541) 330 -9163 November 12, 2008 T0807926.0 Permit No. BUP2008 -00057 FIELD INSPECTION REPORT DATES COVERED: November 10, 2008 PROJECT: Pacific Crossroads Corporate Center — Building C ADDRESS: 8050 SW Pfaffle Street — Tigard, OR INSPECTOR: M. Larson — COP #625, WABO #LAR664944, OBOA #240, ICBO #1060595 -84 1 11 -10 -08 Masonry As requested, CTI representative was on site and verified brick clips on north wall of this building to about 9' up on brick wall, ties were 16" x 16" or closer. * ** 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. V -1.) W. Leach Project Manager cc: Pfaffle Office LLC a PCCC LLC Roger Stalic.k City of Tigard Building Division Afghan Associates Inc — Craig Harris craich0aa;enc.cori Mildren Design Group — Betty Sheppard bettyOmcigpc.com Coniraclors Inc: — F Ic Mcnery 11 -10 -08 fr.doc .Kdo %. Main Office alem 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 Carls ®n Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Fax (503) 684 -0954 Fax (503)589 -1309 Fax (541)330 -9163 Daily Report of Structural Steel Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING C CTI Job #: T0807926. C Address: 8050 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative R. CANALES OBOA 637 was on site this date Oct. 31, 2008 to perform Special Inspection for: Permit BUP2008 -00057 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 PERIODIC VT OF 3/16" SINGLE PASS FLARE BEVEL Company: COMMERCIAL CONTRACTORS GROOVE WELDS AND 3/16 ", 1/4" FILLET WELDS PER 7/S5.1 COMPLETED. 2. Inspection was "IBC" Continuous IN Periodic 3. Work performed: © In the field ❑ At fab shop THE WORK DONE CONFORMS TO ENG. DETAILS, AND VISUAL ACCEPTANCE CRITERIA OF AWS D1.1, AND TABLE 6. 4. If shop inspection do they have fabrication and QC procedures? ❑ Yes 0 No © N/A INSPECTION Yes NoN /A I. 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: ® Completed 1=1 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 El 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) 7/S5.1 Dated: 04/25/08 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CURRENT CERTS ON FILE AT JOB TRAILER 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). 111 Yes ❑ 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 JOHN employed during execution of the work. of 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). 111 Distribute attachments. Page 1 of Daily Report of Structural Steel For: 10/31/2008i CTI Job #: T0807926. C Project: PACIFIC CROSSROADS, CORPORATE CENTER - BUILDING C 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: 11/13/2008 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 Carlson Testing, Inc. Incompleted Items List (NCI..) Nov 14, 2008 T0806977. Project Name: TUALATIN VALLEY FIRE & RESCUE - FIRE STATION #50 Project Address: 12617 SW WALNUT STREET TIGARD OR Permit No: BUP2008 -00022 P.O. No: Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 KRT 11/06/2008 AIR CONTENT 15% - MAX ALLOWED IS 6 1/2" AS PER APPROVED MIX DESIGN. TUALATIN VALLEY FIRE & RESCUE - GARY WELLS TO:CITY OF TIGARD BUILDING DIVISION LEWIS & VAN VLEET INC - LANCE CERNY CARLSON GEOTECHNICAL - RYAN HOUSER )' PECK SMILEY ETTLIN ARCHITECTS - JEFF BRINGENBERG FIRST CASCADE CORPORATION - MICHAEL KRECKLOW (FIRST CASCADE. CORPORATION - MATT HUBEL Page: P ,♦ g Main Office 'a1em Office Bend Office P.O. Box 23814 4L iudson Ave., NE P.O. Box 7918 Tigard. Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Carlson Testing, hone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Inc. � Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 Daily Report of Masonry Client: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C CTI Job #: T0807926. C Address: 8050 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTl representative M. WAGONER OBOA 746/OBOA 749 was on site this date Nov. 14, 2008 to perform Special Inspection for: Permit BUP2008 -00057 DFS #(s) PO Number: SCOPE OF INSPECTION SAMPLING 1. Checked in with superintendent or client representative. 1. Grout mix design approved? ❑ Yes 0 No ® N/A Name: GARRETT Mix # Company: PARKER MASONRY 2. Type of grout samples made? N/A 2. Type of work: _ Grout x Mortar Number of sets Samples per set Prism Reinforcing Solid Grout Partial Grout _ _ 3. Mortar mix design approved? El Yes 0 No © N/A Mortar Type 3. Work included: ❑ Sampling © Inspection 4. Type of mortar samples made? N/A 4. Inspection was "IBC" © Level I 0 Level 1I 0 N/A Number of sets Samples per set 5. Work performed: © In the field El At precast shop 5. Type of prism samples made? N/A INSPECTION Yes No N/A Number of sets Samples per set 1. Reviewed previous inspection reports? x _ Location of material placement [to include grid lines, elevations 2. Verified material stored properly, appropriately, (floors) and drawing details]: and meet the requirements of the project? x SAME AS REINFORCING 3. Verified placement of masonry units and x construction of mortar joints. - 4. Verified size & location of structural elements. x 5. Verified cleanouts provided. x 6. Verified welding of resteel was inspected. Confirmed by: x 7. Verified protection of masonry during cold x (below 40F) or hot (above 90F) weather. REPORT SUMMARY 8. Resteel size, grade, spacing, splices, and x clearances conform? 1. Work inspected was: © Completed ❑ In progress 9. Verified test prisms contain the same masonry x 2. Completed work inspected was in compliance with units, grout, and mortar as the building. 0 Approved plans and specifications ❑ Shop drawings 10. Verified structural embedments in the forms with regard to weld inspection, quantity, and x 0 RFI 0 Design change ® Submittal fl N/A permits issued. 11/4/2008 Document #(s) Dated: 11. Verified type, size and location of anchors. x 12. Verified minimum dimensions of spaces 3. Noncompliance item(s) were noted this date, details on provided for placement of grout. x following page(s). 0 Yes © No El N/A 13. Verified grout space clean. x 4. Noncompliance item(s) were reinspected this date, details 14. Verified consolidation by mechanical on following page(s). ❑ Yes 0 No ® N/A vibration & reconsolidation after loss of x water. 0 Conform 0 Remain in progress Description of structure inspected [to include grid lines, Report(s) findings were discussed and left with elevations (floors) and drawing details]: GARRETT MASONRY CONTRACTOR INSTALLING HBDW -10 SERIES of PARKER MASONRY VENEER ANCHOR PER SUBMITTAL FROM FOR DATED 11/4/08 ON EASTW ALL 0' 9' AND CONTINUING. 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. Page 1 of 1 0 See additional report page(s). 0 Distribute attachments. Daily Report of Masonry For: 11/14/2008 CTI Job #: T0807926. C Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C 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 MCW /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 30 Hudson Ave., NE P.O. Box 7918 a Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson ���� J �� Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 �i x FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 November 18, 2008 T0807926.0 Permit No. BUP2008 -00057 FIELD INSPECTION REPORT DATES COVERED: November 6, 2008 PROJECT: Pacific Crossroads Corporate Center — Building C ADDRESS: 8050 SW Pfaffle Street — Tigard, OR INSPECTOR: W. White, OBOA #371 11- 06 -08: CTI representative arrived on site to inspect veneer ties on Building C, wet wall. Brick veneer was being installed. CTI representative observed the work at the height of approximately 16' -0 ". Contractor was installing Hohmann & Barard DW -10HS 14 gauge galvanized brackets with Ecco HWH fio -seal tap fast stalgar coated 2" screw, into these brackets wire ties are hooked into the brackets & a #9 wire is run from bracket to bracket as the veneer was being installed. Brackets are being installed at every stud 18" on center & vertically every 15" on center. * ** 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 WW /ja 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 11 -06 -08 fr Main Office Salem Office Bend Office P.O. Box 23814 .i0 Hudson Ave., NE P.O. Box 7918 c Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 ar son Testin. ��� Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 AA Y ' FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 November 18, 2008 T0807926.0 Permit No. BUP2008 -00057 FIELD INSPECTION REPORT DATES COVERED: November 6, 2008 PROJECT: Pacific Crossroads Corporate Center — Building C ADDRESS: 8050 SW Pfaffle Street — Tigard, OR INSPECTOR: K. Parkin — COP #725, WABO #PAR860560, OBOA#420, ICBO #1061212 11- 06 -08: CTI representative was on site & observed that contractor has placed high strength grout beneath all 10 column base plates for Building C. Work appears to conform to project requirements. * ** 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. e eriW. each Project Manager KP /ja 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 11-06-08f0 Carlson Testing, Inc. construction I & Related Tests Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Phone(503)684 -3460 Phone(503)589 -1252 Phone(541)330 -9155 Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541)330 -9163 REPORT OF 4 X 8 CONCRETE TEST SPECIMENS Test Methods: ASTM C31 /C172/C192/C617/C1064/C231/C143 Date Molded: 09/02/2008 Job Number: T0807926.0 Permit #: GET PERMIT Client: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C Address: 8050 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC - ERIC MONEY Subcontractor: Cast By: K. BARNETT Concrete Supplier: KNIFE RIVER Truck #: 3192 Load #: 1 OF 3 Ticket#: 3120224 Weather: PARTLY CLOUDY / COOL Test Time: 12:20 Air Temp. at Sampling Time: 63 Cylinders were cast for the following locations: CONTINUOUS FOOTING AT APPROXIMATELY A/2 Total Concrete Placement Location: CONTINUOUS FOOTINGS A /1 - 4, D /1 - 4, 1 /A - D, 4 /A - D & 2 INTERIOR COLUMN FOOTINGS Strength Requirement: 3000 psi f c@ 28 Days Slump: 4.000" % Air: 4.60% Mix Number: 33N17200 Conc. Temp: 76 Cement Type: 1/ 1 1 Max Agg: 3/ 4 Admix/Amt: Cubic Yards: Register Number: 0086445 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 09/03/2008 09/09/2008 49779 12.50 3980 2 RH2 28 09/03/2008 09/30/2008 28 09/03/2008 09/30/2008 28 09/03/2008 09/30/2008 El Distribute attachments. Average f @ 28 days Please see reverse side for additional information. Job Number: T0807926.0 AegisterNumber: 0086445 Date Molded: 09/02/2008 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING C <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, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end J / Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly 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: 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 09/11/2008 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 oalem Office Bend Office P.O. Box 23814 4060 Hudson Ave.. NE P.O. Box 7918 p ¢• 9 Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 C arlson 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 C CTI Job #: T0807926. C Address: 8050 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative K. BARNETT ()BOA 117 was on site this date Sep. 02, 2008 to perform Special Inspection for: Permit BUP2008 -00057 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: COMMERCIAL CONSTRUCTION 2. Monitored loads arriving at job site for correct: Mix #: 33N17200 KNIFE 2. Type of work: © Concrete ® Reinforcing Slump 4 + % Air 5 +1 3. Work included: © Sampling ® Inspection 3. Type of samples made? 4 X 8 CONCRETE CYLINDERS 4. Inspection was 'IBC' © Continuous E Periodic Number of sets 1 Samples per set 4 5. Work performed: ® In the field 1=1 At precast shop 4. Inspected placing and consolidation of approx. 30 + 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]: FOOTING A l -4, A A -D, D1 -4, 4 A -D. 2. Forms clear of debris? X 3. Type, grade, size, quantity, spacing and X 2 EACH COLUMN FOOTING AT B2 AND C2. 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 X After samples are tested. results will follow on break report. of contact laps, and min. diameter of bends. 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 E Shop drawings with regard to weld inspection, quantity, and x RFI Design change Submittal ❑ 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 ❑ No © N/A VERIFIED 3/4" DIAMETER J BOLTS IN 2 EACH. 4. Noncompliance item(s) were reinspected this date, details INTERIOR FOOTINGS AT B AND C ON 2 LINE. on following page(s). ❑ Yes El No ® N/A E 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). E Distribute attachments. Page 1 of 1 Daily Report of Reinforced Concret. - For: 09/02 /2008 CTIJob #: T0807926.0 Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C 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: 09/05/2008 KB /CN 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, 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 Revised 09/08/2008 Client: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING c CTI Job #: T0807926.0 Address: 8050 Sw PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative K. BARNETT OBOA 117 was on site this date sep. 02, 2008 to perform Special Inspection for: Permit BUP2008 -00057 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 Company: COMMERCIAL CONSTRUCTION 2. Monitored loads arriving at job site for correct: Mix #: 33N17200 KNIFE 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 4 5. Work performed: © In the field ❑ At precast shop 4. Inspected placing and consolidation of approx. 30+ 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? CONTINUOUS FOOTINGS A1-4, 1A -D, D1 -4, AND 4A -D. X 2 EACH COLUMN FOOTINGS -AT B2 AND C2. 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 X After samples are tested, results will follow on break report. of contact laps, and min. diameter of bends. REPORT SUMMARY 7. Verified support & anchorage of reinforcing X 1. Work inspected was: Completed In progress steel in the forms. P ® P ❑ P 1n 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 ❑ Shop drawings with regard to weld inspection, quantity, and X 0 RFI ❑ Design change ❑ Submittal ❑ N/A permits issued. 10. Verified cast in place anchors. X Document #(s) Dated: Description of structure inspected [to include grid lines, 3. Noncompliance item(s) were noted this date, details on elevations (floors) and drawing details]: following page(s). ❑ Yes ❑ No © N/A VERIFIED 3/4" DIAMETER J BOLTS IN 2 EACH. 4. Noncompliance item(s) were reinspected this date, details INTERIOR FOOTINGS AT B AND C ON 2 LINE. on following page(s). ❑ Yes ❑ 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). ❑ Distribute attachments. Page 1 of 1 Daily Report of Reinforced Concret.: For: 09/02/2008 CTI Job #: T0807926. C Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C 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: 09/08/2008 KB /CN 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 s� Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 C arlson Testing Into Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 Daily Report of Reinforced Concrete Client: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C CTIJob #: T0807926.0 Address: 8050 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative K. PARKIN OBOA 420 /WABO PAR 86 0560 was on site this date Auq. 27, 2008 to perform Special Inspection for: Permit BUP2008 -00057 DFS #(s) PO Number: SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? ❑ Yes D No © N/A Name: JOHN y Com an COMMERCIAL CONTRACTORS 2. Monitored loads arriving at job site for correct: Mix#: Company: 2. Type of work: Concrete © Reinforcing Slump % Air 3. Work included: 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 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 (floors) and drawing details]: 1. Reviewed previous inspection reports? X 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 X After samples are tested. results will follow on break report. of contact laps, and min. diameter of bends. 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. © Approved plans and specifications 0 Shop drawings 9. Verified structrual embedments in the forms with regard to weld inspection, quantity, and X 0 RFI ❑ Design change ❑ Submittal ❑ 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 D No © N/A PERIMETER CONTINUOUS FOOTINGS AT A -D/1 -4 AND 2 4. Noncompliance item(s) were reinspected this date, details INTERIOR FOOTINGS AT 2/B AND 2/C PER APPROVED on following page(s). ❑ Yes No © N/A PLANS. ANCHOR AND HOLDDOWN BOLTS NOT YET Conform 0 Remain in progress INSTALLED. 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. See additional report page(s). 0 Distribute attachments. Page 1 of Daily Report of Reinforced Concre._ For: 08/27/2008 CTI Job #: T0807926. C Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C 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: 09/03/2008 KP /LSM 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 ��� Construction 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: 09/23/2008 Job Number: T0807926. C Permit #: GET PERMIT Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING C Address: 8050 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: SMC CONCRETE Cast By: A. LEWIS Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) — QUALITY CONTROL Truck #: 2177 Load #: 5 Ticket#: 3120855 Weather: CLEAR Test Time: 10:45 AM Air Temp. at Sampling Time: 58 Cylinders were cast for the following locations: MIDDLE PORTION OF SLAB —ON —GRADE Total Concrete Placement Location: SLAB —ON —GRADE WITH INTEGRATED CONTINUOUS FOOTING AROUND PERIMETER. Strength Requirement: 3500 psi Pc @ 28 Days Slump: 5.000" % Air: 3.00% Mix Number: 1412 4 6KN15 0 0 0 Conc. Temp: 74 Cement Type: 1 / 11 Max Agg: 3/ 4 Admix/Amt: Cubic Yards: 90 Register Number: 0086937 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By I 7 09/24/2008 09/30/2008 57645 12.56 4590 2 RH2 28 09/24/2008 10/21/2008 80713 12.56 6430 3 RH2 28 09/24/2008 10/21/2008 77571 12.56 6180 3 RH2 28 09/24/2008 10/21/2008 80079 12.56 6380 3 RH2 ❑ Distribute attachments. Average f c@ 28 days 6330 Please see reverse side for additional information. Job Number: T0807926.0 Register Number: 0086937 Date Molded: 09/23/2008 Project PACIFIC CROSSROADS CORPORATE CENTER — BUILDING C < 1 in. [25 mm] l')\\ 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 :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. Main Office Jalem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carls Testing, Inc. igard. Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 H .����� YH�6. 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 C CTI Job #: T0807926. C Address: 8050 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 -00057 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 AND FLARE BEVEL GROOVE Com an PORTABLE WELDING WELDS PER 7/S5.1 ON PC /MK (4) 3A — COMPLETED. P y 2. Inspection was "IBC" ❑ Continuous ® Periodic WORK DONE CONFORMS TO THE ENG. DETAILS & VISUAL 3. Work performed: In the field © At fab shop ACCEPTANCE CRITERIA OF AWS D1.1, TABLE 6. 1 . PORTABLE WELDING 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 conform. X 1. Work inspected was: © Completed ❑ In progress 7. Verified the quality of welds produced by welders. 2. Completed work inspected was in compliance with • welding operators. and tackers conform. X p p p 8. Verified steel frame joint details for bracing, stiffening. Approved plans and specifications 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) 7/S5.1 Dated: 12/13/08 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 El 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 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. o f PORTABLE WELDING 3. Verified the weldabilitv 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 1 Daily Report of Structural Steel For: 10 / 2 8 / 2 008 CTI Job #: T0807926. C Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C 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 Main Office Salem Office Bend Office P.O. Box 23814 J60 Hudson Ave., NE P.O. Box 791B Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 C 4� 'IT �"111� a J � Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Y �l. a.A � J� 9 11 FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 November 11, 2008 T0807926.0 Permit No. BUP2008 -00057 FIELD INSPECTION REPORT DATES COVERED: October 30, 2008 PROJECT: Pacific Crossroads Corporate Center — Building C ADDRESS: 8050 SW Pfaffle Street — Tigard, OR INSPECTOR: M. Wagoner, COP #806, ACI #01053763 10 -30 -08 - Masonry As requested, CTI representative was on site to inspect veneer ties and the following was noted: On the west side of the building, brick veneer was going up; inspector viewed work at a height of approximately 12'. Contractor was installing Hohmann &, Barnard DW -10HS 14 gauge galvanized brackets with Ecco HWH Flo -seal Tap Fast Stalgar Coated 2" screws. Into these brackets wire ties are hooked into the brackets and a #9 wire is run from bracket to bracket and the veneer is installed. The brackets are being installed at every stud, 18" OC and every 15" OC going up the stud. * ** 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 MW /ck cc: Pfaffle Office LLC & PCCC LLC — Roger Stalick stal;cl<coCearcnl ; nk.net City of Tigard Building Division Afcnan Associates Inc — Craig i�il "r,s in= i, nu.cr,n [.iildren Design Group — HJheppa rd Commercial Contractors Inc — Eric Money e cum 10 -30 -08 fr.doc Main Office Salem Office Bend Office P.O. Box 23814 .i0 Hudson Ave., NE P.O. Box 7918 e Inc. igard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson �e C } 1411 P4 0 �7 a.gJl� ' FAX (503) 684 0954 FAX (503) 589 1309 FAX (541) 330 -9163 November 10, 2008 T0807926.0 Permit No. BUP2008 -00057 FIELD INSPECTION REPORT DATES COVERED: October 22, 2008 PROJECT: Pacific Crossroads Corporate Center — Building C ADDRESS: 8050 SW Pfaffle Street — Tigard, OR INSPECTOR: R. Andree 10- 22 -08: At the request of John with Commercial Contractors, this CTI representative took wood moisture readings in plywood roof sheathing, the bottom cord of TJI and glu -lam beam that runs down the center of the building. A Delmhorst BD 2100 moisture meter (ID# 4060) was used at the following locations: LOCATION MC % MC % MC% PLY BEAM TJI Southwest Corner 6' from North Wall 40.0 - 13.3 West Center 16' from West Wall 23.0 - - North End Beam 37.5 11.0 12.4 Southwest Corner 6' from South Wall 29.5 - 33.7 Beam 14' from South Wall 24.2 12.4 20.2 Southeast Corner 16' from South Wall 31.7 - 13.2 Center East 14' from East Wall 25.9 - 12.4 Northeast Corner 5' from North Wall 21.3 11.5 10.5 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. venom/. L ach Project Manager RA/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 4. Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Carlson Testin iJll Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 ' Inc. Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 Daily Report of Masonry Client: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C CTI Job #: T0807926. C Address: 8050 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD CTI representative K. PARKIN OBOA 4 2 0/ WABO PAR 86 0560 was on site this date Nov. 03, 2008 to perform Special Inspection for: Permit BUP2008 -00057 DFS #(s) PO Number: SCOPE OF INSPECTION SAMPLING 1. Checked in with superintendent or client representative. 1. Grout mix design approved? 0 Yes El No © N/A Name: PARKER Mix # Company: PARKER MASONRY 2. Type of grout samples made? N/A 2. Type of work: - Grout x Mortar Number of sets Samples per set Prism Reinforcing _ Solid Grout Partial Grout 3. Mortar mix design approved? ❑ Yes 0 No ©N /A 3. Work included: El Sampling © Inspection Mortar Type 4. Type of mortar samples made? N/A 4. Inspection was "IBC" ® Level I El Level II N/A Number of sets Samples per set 5. Work performed: © In the field At precast shop 5. Type of prism samples made? N/A INSPECTION Yes No N/A Number of sets Samples per set 1. Reviewed previous inspection reports? x Location of material placement [to include grid lines, elevations 2. Verified material stored properly, appropriately, (floors) and drawing details]: and meet the requirements of the project? 3. Verified placement of masonry units and x construction of mortar joints. 4. Verified size & location of structural elements. x 5. Verified cleanouts provided. x 6. Verified welding of resteel was inspected. Confirmed by: 7. Verified protection of masonry during cold x (below 40F) or hot (above 90F) weather. REPORT SUMMARY 8. Resteel size, grade, spacing, splices, and x clearances conform? 1. Work inspected was: © Completed 0 In progress 9. Verified test prisms contain the same masonry x 2. Completed work inspected was in compliance with units, grout, and mortar as the building. © Approved plans and specifications ❑ Shop drawings 10. Verified structural embedments in the forms with regard to weld inspection, quantity, and x RFI ❑ Design change ❑ Submittal 0 N/A permits issued. Document #(s) Dated: 11. Verified type, size and location of anchors. x 12. Verified minimum dimensions of spaces 3. Noncompliance item(s) were noted this date, details on provided for placement of grout. X following page(s). ❑ Yes 0 No ® N/A 13. Verified grout space clean. x 4. Noncompliance item(s) were reinspected this date, details 14. Verified consolidation by mechanical on following page(s). 0 Yes 0 No © N/A watertion & reconsolidation after loss of x El Conform 0 Remain in progress Description of structure inspected [to include grid lines, Report(s) findings were discussed and left with elevations (floors) and drawing details]: JOHN MASON CONTRACTOR INSTALLING HBDW -10 SERIES of PARKER MASONRY VENEER ANCHORS PER SUBMITTED TO E.O.R. (SEE ATTACHMENT) . 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 OBSERVED ANCHORS ON WEST WALL UP TO 15". work of contractors or subcontractors. 0 See additional report page(s). E Distribute attachments. Page 1 of Daily Report of Masonry For: 11/03/2008 CTIJob #: T0807926.0 Project: PACIFIC CROSSROADS CORPORATE CENTER - BUILDING C 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: 11/06/2008 KP /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 i el °� ' -10 Series Veneer Anchors 82 B uyLin e 1 B23 DW -10HS ®ANCHOR SYSTEM WITH BYNA -LOK' "WIRE TIES OW-1OHSe - - - -- . ,. .1 .• ...: •. ,.., .-.. , A, ) " ''''', . ''''• I i ..' '''' , '''' F <1` : '`r. a. . � _-: ' ; , i ` rlil BYNA -LOK" • z z 4 ia: ` r ��� d► WIRE TIE �� }\ -`� -. a te ii �� iI Q „ `� t r • :; �a , _ "ewl� CONTINUOUS Y ‹. i fi ... ; 11 WIRE '�� � ``' � BYNA -LOK` "SYSTEM l.. DRAWINGS FOR ILLUSTRATIVE PURPOSES ONLY WIRE (Carbon Steen THICKNESS: Cold -drawn steel wire conforming to ASTM A 82: ❑ 14 Gauge Tensile strength - 80,000 p.s.i. ❑ 12 Gauge Yield Point - 70,000 p.s.i_ minimum BYNA -LOK- DIAMETER• Zinc Coaling: ❑ 3/16'3 Standard Hot -dip galvanized after fabrication: ASTM A 153 (1.5 oz/ft ) Note: Hohmann & Bamard will certify to a minimum of 2.0 oz/t BYNA -LOK" LENGTH: WIRE (Stainless Steel): ❑ 3” ❑ 4" ❑ 5" ASTM A 580 - AISI Type 304. (Type 316 available on special FINISH: order.) ❑ Hot Dip Galvanized SHEET METAL (Carbon Steel): ❑ Stainless Steel ASTM A 366 Zinc Coating: BYNA- LOICPROFILE: ASTM A 153 Gass B (sheet metal ties and anchors hot -dip galvanized after fabrication). Note: Hohmann & Barnard will certify to a minimum of 2.0 oz/ft (_' SHEET METAL (Stainless Steel): ARDpm, ASTM A 167 - AISI Type 304 Stainless Steel (sheet metal ties FNONr`E'S 'V'""EG and anchors) (Type 316 available on special order). Note: H&B recommends Stainless Steel for maximum Swaged to accept 1 protection against corrosion. continuous wire.- - .. 411$ Hohmann & Barnard, Inc. WEBSITE: www.h-b.com t a E , ` a 30 Rasons Court E -MAIL: weanchor @h -b.com i So' of Hauppauge, New York 11788 �. P" �, TEL: (800) 645-0616 FAX: (631) 234 -0683 ©HOHMANN & BARNARD, INC. -1999