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Report (690) Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 December 1, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 24, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: B. Baty COP#728 11- 24 -99: CTI representative was onsite and monitored the torque with an impact wrench for the anchor bolt nuts for columns B/2 -9. Work was in accordance with specifications. 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, CARLS N TESTI , INC PRESIDENT Douglas W. Leach President BB /Ij cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 December 6, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 29, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: G. Watson, COP #643 11- 29 -99: CTI representative was present onsite to perform slab pour backs at opening in buildings B and C. Slab reinforcement conforms to the project plans. Test cylinders were cast. 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 TESTIN INC U b-4 , 44.tett4 Cok.i PRESIDENT Douglas W. Leach President GW /emb cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting 3EPORT OF 12 CONCRETE TEST SPECIMENS P.O. Box 23814 - estMethods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 3461 Phone (503) 684 --3460 FAX # 684 -0954 )ate Molded: 12/08 ,19 99 .lob No. 99 -2536A Permit No: BUP 1999- ,00234 ;liens: SPECHT DEVELOPMENT INC - BOB BURNS 'roject: TIGARD CORPORATE CENTER - BLDG B address: 12259 SW 69TH TIGARD OR ;ontractor: BAUGH CONSTRUCTION CO Sub Contractor: :oncrete Supplier: ROSS ISLAND SAND & GRAVEL Thick No. 210 Ticket No. T- 173321 :ast By: C. STASCH Cu. Yds. 1 1 _ Load No. RAIN 5 44 Neather: Temp. H + Temp. Low: _ovation of Placement: ENTRY SLAB AND 2 CANOPY FOOTING IN BUILDING B AND BUILDING C. Test Time: 11:20 Concrete Temp: 66 3000 PSI @ 28 days Slump Cement Type Strength Requirement: y p yp 30108 3 / 4 " Mix No./No. Sacks Air Content Max. Aggregate 1 • HOT WATER Admix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days 1 Number Rec'd Test Load PSI No. By 7 2398 12/09 12/15 106,780 28.21 3790 WR 28 2398 12/09 01/05 123,400 28.27 4370 DM 28 2398 12/09 01/05 123,700 28.27 4380 DM 28 2398 12/09 01/05 123,840 28.27 4380 DM . , • Remarks: . - cc: CITY OF TIGARD BUILDING DEPT l BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK LABORATORY MANAGER Reviewed by: • • .. . _ _ -_ . .. .... 1. . A .f • • f.,II u'Mrs.} nrinr al,thnriiatinn from thls office. Carlson Testing, Inc. Construction Inspection & Related Tests g Geotechnical Consulting 3EPORT OF 6X 1 CONCRETE TEST SPECIMENS P.O. Box 23814 estMethods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 971 ( Phone (503) 28 FAX # 684 -0954 )ate Molded: 12/08 , 19 99 BUP1999 -00234 .lob No. 99 -2536A Permit No: ;Bent: SPECHT DEVELOPMENT INC - BOB BURNS 'roject: TIGARD CORPORATE CENTER - BLDG B address: 12259 SW 69TH TIGARD OR ;ontractor: BAUGH CONSTRUCTION CO Sub Contractor: ;oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 210 T- 173321 Ticket No. ;ast By: C • S TA S C H Cu. Yds. 11 Load No . RAIN 52 44 Neather: Temp. High: Temp. Low: ENTRY SLAB AND 2 CANOPY FOOTING IN BUILDING 8 AND BUILDING C. _ovation of Placement: 11:20 66 Test Time: Concrete Temp: 3000 28 5" 1 Strength Requirement: PSI @ days Slump Cement Type 30108 3/4" %Aix NoJNo. Sacks Air Content Max. Aggregate NCAL HOT WATER Admix. Amount: 1% / B rand: — Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 7 2398 12/09 12/15 106,780 28.21 3790 WR 28 2398 12/09 01/05 28 2398 12/09 01/05 HOLD 2398 12/09 Remarks: cc: °CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS f VLMK ._ _ Reviewed by: LABORATORY MANAr _ _ . . - . . ... . - - �' __ - ..._..w .. , :.. 4..,, ...� .a .... . n.d► nri�efinn fmm this office. t 'a Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 December 8, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: December 6 & 7, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: R. Baty COP#728 12- 06 -99: CTI representative was present onsite to inspect the following: 1) The torque and weldment per detail 5/S5.1 and field fix dated 12- 02 -99, 2nd floor. Two areas were marked for repair, checked later and found acceptable. Torque of bolts was a check of about 60% and personally torque about 25% to get the required 150 ft/lbs. 2) Inspected puddle welds and button punch for metal deck to landing frame, for stairway #1. Work conforms with AWS, drawings and fixes available. 12- 07 -99: CTI representative was present onsite to inspect the following: 1) Detail A, Section A -A & B -B of drawing E -4 for stairways #1 & 2. 2) Inspected puddle welds and button punching for metal deck to landing frame, for stairway #2. 3) Reinspected insufficient weld of "T" plates, SE corner, detail 3/S5.3 for NCL item #1. 4) Reinspected welding of NCL item #2 and told Brad with Wood -Lam that these were not corrected. 5) Added to NCL as item #3, the missed welding of (3) sides per 11/S5.2. 6) Added to NCL as item #4, loose A325 bolts at roof level, N4-7. 7) Added to NCL as item #5, missed welds at columns B /2, 3 & 4 of joist at girder, detail 5 ?S5.3. 8) 1/4"x4" fillets per detail 1/S5.3. 9) 3/16 "x3" fillets per detail 3/S5.3. 10) 3/16 "x3" fillets per detail 18/S5.3. 11) %"x4" fillets per detail 2/S5.3. 99- 2536A.fr Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 December 8, 1999 #99- 2536A. CTI Page 2 of 2 12) 3/16 " -3 sides per detail 13/S5.2. 13) Torque inspected wedge anchors at roof level. Areas needing attention was marked and reinspected. All of the above work was in accordance with AWS, shop drawings and fixes available. 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, RLSON TESTING,. C b41 Ir . ._, PRESIDENT Douglas W. Leach President RB:tkf cc: Specht Development Inc— Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr CARLSON TESTING, INC. INCOMPLETED ITEMS LIST (NCL) December 8, 1999 #99 -2536A Project Name: Tigard Corporate Center Building B Project Address: 12259 SW 69th, Tigard, OR Permit No: BUP1999 -00234 ITEM INSP. DATE DATE # ITEM DESCRIPTION COMPLIANCE CTI SIGN -OFF CORRECTED 1 BB 11 -04 -99 Insufficient weld of "T" plates, Found acceptable. B. Baty 12 -07 -99 southeast corner detail 3/S5.3. 2 BB 11 -04 -99 East entry way 1/4" x 3" fillets, insufficient per 2/S5.2. 3 BB 12 -07 -99 Welding of 1/4" (3) sides per 11/S5.2 missed. 4 BB 12 -07 -99 A325 bolting at roof level N4-7 found to be loose. 5 BB 12 -07 -99 Missed welding at columns B1, 2, 3, and 4 of joist at girder detail 5/S5.3. cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE • Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 December 13, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: December 10,1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: B. Baty COP #728 12- 10 -99: CTI representative was onsite to re- inspect items 2 -5 on the non compliance list. All of the items were found acceptable and conforming with AWS, drawings, and details available. See attached non compliance list dated 11- 04 -99. 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, CA6LSON TE I NGJIC PRESIDENT Douglas W. Leach President BB /Ijm Attachment cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr CARLSON TESTING, INC. INCOMPLETED ITEMS LIST (NCL) December 13, 1999 #99 -2536A Project Name: Tigard Corporate Center Building B Project Address: 12259 SW 69th, Tigard, OR Permit No: BUP1999 -00234 ITEM INSP. DATE DATE # ITEM DESCRIPTION COMPLIANCE CTI SIGN -OFF CORRECTED 1 BB 11 -04 -99 Insufficient weld of "T" plates, Found acceptable. B. Baty 12 -07 -99 southeast corner detail 3/S5.3. 2 BB 11 -04 -99 East entry way' /e" x 3" fillets, Found acceptable. B. Baty 12 -10 -99 insufficient per 2/S5.2. 3 BB 12 -07 -99 Welding of/ <" (3) sides per Found acceptable. B. Baty 12 -10 -99 11/S5.2 missed. _ 4 BB 12 -07 -99 A325 bolting at roof level A/4 -7 Found acceptable. B. Baty 12 -10 -99 found to be loose. _ 5 BB 12 -07 -99 Missed welding at columns B1, Found acceptable. B. Baty 12 -10 -99 2, 3, and 4 of joist at girder detail 5/S5.3. cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 December 13, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: December 8, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: C. Stasch, COP#485, WABO #STA767001 12- 08 -99: CTI representative was onsite and observed a 3000 psi concrete mix #3010B being placed in entry slab and two canopy footings in building B. All reinforcing was inspected prior to placement of concrete and it conformed to plans. One set of (4) concrete test cylinders was cast. 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, ARLSON TESTIN INC ` � I ,k_. 6,4A,e,ilet.4 (04. PRESIDENT Douglas W. Leach President CS /Ijm cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 �� FAX (503) 684 -0954 FAX (503) 589 -1309 December 16, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: December 13, 199 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: B. Baty COP #728 12- 13 -99: CTI representative was onsite to inspect the following for stair way #3. 1. Puddle welding and button punching for decking. Button punching had been missed, but gotten later. 2. Field welds for stairway structural support per drawing E -11. Work was in accordance with AWS and drawings available. 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, ARLS TEST114 INC PRESIDENT Douglas W. Leach President BB /Ijm cc: Specht Development Inc — Bob Burns *City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. FAX (503) 68954 FAX (503) 589-1309 2 December 22, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: December 21, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: R. Baty, COP#728 12- 21 -99: CTI representative was present onsite to provide special inspection on fireproofing. Inspected the Monokote fireproofing MK -6 thickness and got a sample for density testing at the lab. After inspecting the wide flange beams and 32" LH at 2 floor and roof and between 5 & 6/A & C which required fireproofing. Some areas were pointed out that they needed patching or lacking the required density. These areas are to be reinspected at a later time. Later, This inspector reinspected the areas where the density or patching was a problem. The density was found to be in accordance with UBC Standard 7 -6 and required thickness per beam schedule given by the Harver Company. 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 p ,k t eTAL A PRESIDENT Douglas W. Leach President RB /mbh cc: Specht Development Inc — Bob Bums City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 6840954 FAX (503) 589 -1309 December 30, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Howser DATES COVERED: December 23, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: B. Brown, COP #712 12- 23 -99: CTI representative was present at Howser to inspect the structural steel. The following are welded and in- compliance with AWS D1.1; 9B two pieces, 9C, 9D, 9E, 9F two pieces. 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 C‘r 4 Do 8> M= President BB /emb cc: Specht Development Inc — Bob Bums City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr