The URL can be used to link to this page

Report Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing, Inc. FAX (503) 68954 Phone FAX (503) 589 1309 November 4, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Howser DATES COVERED: October 28, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: J. Svacek, COP#649, WABOSVA520867 10- 28 -99: CTI representative was at the shop of Howser for periodic inspection. Visual inspection of pieces listed shows shop welds to be complete and acceptable by AWS and detail: beams 14A (4). Weld procedures and welder qualifications were reviewed. 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, CARL N TESTI , INC CA! PRESIDENT Douglas W. Leach President JS /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 November 8, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 4, 1999 PROJECT: TigardCor• • - - -n er - Buildinq B ADDRESS: 12256 INSPECTOR: R. Baty, COP #728 11- 04 -99: CTI representative inspected the following field welds at second floor and roof level. 1. "Tee" plates per detail 3/S5.3 and RFI dated 10/20/99. Areas in the southeast corner were marked for insufficient welds. 2. Angle iron per framing detail 4/5.3. 3. East entryway welding of the 1 /4" x 3" fillet per detail 2/S5.2 -were insufficient welding. 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 r - , s a ex j, PRESIDENT Douglas W. Leach President RB:eah cc: Specht Development Inc - Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects , VLMK 2 zt - 4 19 S 99- 2536A.fr Carlson Testing, Inc. Construction In &Related Tests Geotechnical Consulting iEPORT O F6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 est Methods: Phone (503) 684 -3460 FAX # 684 -0954 )ate Molded: 11/10 19 99 BUP 1999- 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 BAUGH CONSTRUCTION CO ;ontractor: Sub Contractor: :oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 204 Ticket No. V--- 171279 .ast By: C • STASCH Cu. Yds. 11 1 Load No. S HOWERS 57 49 Neather: Temp. High: Temp. Low: ROOF MECHANICAL SLAB PADS _ovation of Placement: 57 Test Time: Concrete Temp: 3500 28 4" 1 Strength Requirement: PSI ® days Slump Cement Type 35108 3/4" Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: 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 1567 11/11 11/17 108,980 28.15 3870 WR 28 1567 11 /11 12/08 157,760 28.25 5580 DM 28 1567 11 /11 12/08 155,780 28.25 5510 DM 28 1567 11 /11 12/08 153,640 28.25 5440 DM Remarks: cc: CITY OF TIGARD BUILDING DEPT G I — BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK • LABORATORY MANAGER Reviewed by: Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting 3EPORT OF 6X 1 2 CONCRETE TEST SPECIMENS P.O. Box 23814 festMethods: AS1 M C172/G1231./C39/G31./C10t,4 /(;143 Pone(03)684- -3460 FAX # 684 -0954 date Molded: 11/10 , 19 99 Job No. 99 -2536A Permit No: BUP 199! - 00234 :lient: SPFCIII DEVELOPMENT INC - BOB BURNS 'ro]ect: TIGARD CORPORATE CENTER -- BLDG t1 4ddress: 12259 SW 69TH TIGARD OR 13AUGH CONSTRUCTION CO .3ontractor: Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 204 Ticket No. V.- 111.279 Cast By: t- C. STASCH Cu. Yds. 1 ' 1 Load No) SHOWERS 57 49 Weather: Temp. High: Temp. Low: ROOF MECHANICAL SLAB PADS Location of Placement: 57 Test Time: Concrete Temp: Strength Requirement: 35010 28 41/ PSI @ days Slump Cement Type 35106 3/4" Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ 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 1567 11 /11 11/17 108,980 28.15 3870 WR 28 1567 11/11 12/08 28 1567 11/11 12/08 HOLD 1567 11/11 Remarks: cc: CITY OF TIGARD BUILDING DEPT / BAUGH CONSTRUCTION CO / LRS ARCHITECTS ".'----------.., ,... VI_MK " LABORATORY MANAGER Reviewed by: . . . . . .. . . . . . . - - --- .,..-- -- ---.._ ...n .. :.�_... _s... ....•1....:�n�an.. f m 1hIC nlfir.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 November 12, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 9, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: R. Baty, COP #728 11- 09 -99: CTI representative was present onsite to provide special inspection on structural steel welding. Inspected puddle welds and seam welds on the roof for the HVAC units at grids between A.9- B.5/7.8 -9 and A.9- B.5/2 -3.3. Work is in accordance with AWS D1.3 roof sketch dated 9/14/99 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, CARLSON TESTIN , INC 644 244 ki 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 G arison Ctrtion Inspection & Testing Inc. Geotechnical Consultin3 tEPORT OF 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 - est Methods: Phone (503) 684 -3460 FAX # 684 -0954 )ate Molded: 11/15 19 99 BUP1999-00234 Job No. 99 -2536A Permit No: ;Bent: SPECHT DEVELOPMENT INC - BOB BURNS 'roject: TIGARD CORPORATE CENTER - BLDG B address: 12259 SW 69TH TIGARD OR BAUGH CONSTRUCTION CO :ontractor: Sub Contractor: :oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. 721728 :est By: R. A N D R EE Cu. Yds. 8 Load No t RAIN 54 45 Neather: Temp. High: Temp. Low: ROOF DECK _ovation of Placement: 11 :00 65 Test Time: Concrete Temp: 3500 28 5" Strength Requirement: PSI @ days Slump Cement Type 3510B 3/4" Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 1 7 1735 11/16 11/22 92,740 28.27 3280 WR 14 1735 11/16 11/29 119,070 28.23 4220 WR 28 1735 11/16 12/13 121,850 28.26 4310 WR 28 1735 11/16 12/13 130,730 28.26 4630 WR Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO / LRS ARCHITECTS �' VLMK ., -- LABORATORY MANeetcn Reviewed by: Carlson Testing, Inc. Construction Inspection spection & Related Tests Geotechnical Consulting REPORT OF 6X 12 CONCRETE TEST SPECIMENS - DEC 011999 P.O. Box 23814 Test Methods: AS TM C172/C1231/C39/C31/C1064/C 143 COMMUNITY DEVELOPMENT Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 11/15 , 19 99 Job No. 99 -2536A PermitNo: BUP1999- 00234 Client: SPECHT DEVELOPMENT INC - BOB BURNS Project: T.I GAR D CORPORATE CENTER - BLDG B Address: 12259 SW 69TH TIGARD OR Contractor: BAUGH CONSTRUCTION CO Cub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. 721728 Cast By: R . A N D R EE Cu. Yds. 8 Load No. 1 Weather: RAIN g 54 45 Tem p High: Tem p Low: Location of Placement: ROOF DECK Test Time: 11 : 00 Concrete Temp: 65 Strength Requirement: 3 500 5 " PSI @ 28 days Slump Cement Type 3510B 3 / 4 " Mix NoiNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By I 7 1735 11/16 11/22 92,740 28.27 3280 WR 14 1735 11/16 11/2 28 1735 11/16 12/13 28 1735 11/16 12/1.3 • Remarks: cc: CITY OF TIGARD BUILDING DEPT CONSTRUCTION CO LRS ARCHITECTS VLMK • ; BAUGH z i LABORATORY MANAGER Reviewed by: Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 �� FAX (503) 684 -0954 FAX (503) 589 -1309 November 16, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 15, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: S. Herigstad COP#737 11- 15-99: CTI representative was onsite to inspect rebar for the two mechanical equipment room stem walls on the roof. The rebar was placed per the approved plans. The concrete was late and this inspector could not stay for the pour. Another CTI representative cast the cylinders. 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 TESTING NC PRESIDENT Douglas W. Leach President SH /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) 68 0954 FAX (503) 5891 309 November 17, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 10, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: C. Stasch, COP #485 11- 10 -99: CTI representative was present at the jobsite and inspected 3500 psi concrete mix #3510B from Ross Island placed in roof mechanical slab pad. All reinforcing was checked prior to placement of concrete and it conformed to plans. All concrete was pumped and vibrated. One set of (4) concrete test cylinders was made. 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 submi d, ARLS TESTIN r, INC I PRESIDENT Douglas W. Leach President CS:eah 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 ROOFING FIELD REPORT JOB #: 99 -2536A INSPECTOR: D. Boone DATE: 11 - 17 - 99 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th, Tigard, OR PERMIT #: BUP1999 -00234 GENERAL CONTRACTOR: Baugh Construction INSPECTOR'S TIME IN: IOUT: CREW'S TIME IN: I OUT: WEATHER: Overcast TEMPERATURE: °AM 58° PM ASPHALT TYPE: Type III EVT: ° AM 490 PM ROOFING SPECIFICATION # Malarky Glassply #500 BASE FLASHING TYPE AND /OR # INSULATION TYPE: Manville . BOTTOM: 2.5 Poly Iso "R" VALUE 18.2 SIZE: 4x8 TOP: %" Retro "R" VALUE 1.32 SIZE: 4x8 TOTAL 19.52 WORK AREA (USE GRID LINES AND /OR DIMENSIONS): 1- 10 /B.5 -C I SQUARES: ITEM I CONFORMANCE 1 NON-CONFORMANCE I YES I NO VAPOR B ARRIER CUT -OFFS INSTALLED BASE SHEET DEBRIS CLEANED X INSULATION X MATERIAL COVERED X INTERPLYS X PENETRATIONS SEALED X BALLASTS BASE FLASHING COUNTER FLASHING WORK DESCRIPTION: Insulation installed per manufacturer's specifications with 5" hex screws with 3" round plastic plates, (8) per 4x8 sheet. Retro board was installed per specifications with Type III asphalt. Interplys were installed per specifications with Type III asphalt in a 3-ply manner. All work com "es with builders prints -` d specifications. 1 INSPECTOR D. Boone REVIEWED BY ki • • Do glaresident DB /Ijm cc: Specht Development, Inc. — Bob Bums City of Tigard Building Department Baugh Construction Co. LRS Architects VLMK Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting 3EPORT OF 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 rest Methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 11/18 , 19 99 Job No. 99 -2536 Permit No: BUP 1999 -00234 :liens: — SPECHT DEVELOPMENT INC - BOB BURNS 'roject: TIGARD CORPORATF CFNTER - RI DG B Address: 12259 SW 69TH TIGARD OR :.ontractor: BAUGH CONSTRUCTION CO Sub Contractor: :oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 212 Ticket No. V- 172139 Oast By: 3. HALL Cu. Yds. 1 26 OF 148 Load No. 1 2 Weather: OVERCAST Temp. High: 46 36 Temp. Low: Location of Placement: GARAGE RETAINING WALL FOOTING NORTH OF GARAGE Test Time: 1 : 05 Concrete Temp: 62 Strength Requirement: 3000 PSI ® 28 4" days Slump Cement Type & I I Mix NoJNo. Sacks 3010B Air Content Max. Aggregate Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By II 7 1890 11/19 11/25 91,680 28.27 3240 WR 28 1890 11/19 12/16 28 1890 11/19 12/16 , HOLD 1890 11/19 Remarks: RECEIVED ".,<....,....._ cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION Co DEC 011999 LRS ARCHITECTS VLMK ,-k COMMUNITY DEVELOPMENT Reviewed by: LABORATORY MANAGER . . . .. . . .. . . ..... _ __ __�..__a .,.......•• I.. &ai ...Oh...4 win. at4hnrhafinn fmm this office. Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 Test Methods: AS_IM C179/C1231/C39/C31/C1064/C143 Phone(503)684 - 3460 FAX # 684 -0954 Date Molded: 11/18 , 19 99 Job No. 99 - 2536A Permit No: BUP 1999 - 00234 client: C PECHT DEVELOPMENT TN(' - ROR RURNS roject: TIGARD CORPORATE CFNTFR — RI DG B Address: 12259 SW 69TH TIGARD OR ;,ontractor: BAUGH CONSTRUCTION CO Sub Contractor: Concrete Supplier: ROSS I SI AND SAND & GRAVEL Truck No. 204 Ticket No. T- 172047 Cast By: T . HAI L Cu. Yds. 33 OF 148 Load No. Weather: OVERCAST Temp. High: 46 Temp. Low: 36 Location of Placement: 30 ' NORTH OF SOUTH END . TEST AT V DECK SLAB A 1 TO 4 AND C 1 TO 5.5 Test Time: 9 : 00 C oncrete Temp: 68 Strength Requirement: 3500 PSI @ 28 days Slump 4 1/2" Cement Type' & I I Mix NoJNo. Sacks 3510B Air Content Max. Aggregate Admix. Amount: 1 X Brand: NC534 Admix. Amount: BranctiOT WATER Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By I 7 1889 11/19 11/25 117,620 28.14 4180 WR 28 1889 11/19 12/16 28 1889 11/19 12 /1E HOLD 1889 11/19 . Remarks: cc: CITY OF TIGARD BUILDING DEPT RECEIVED jY BAUGH CONSTRUCTION CO LRS ARCHITECTS DEC 011999 VLMK COMMUNITY DEVELOPMENT LA BO R AT • Reviewed by Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting lEPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 est Methods: Phone (503) 684 -3460 FAX # 684 -0954 )ate Molded: 11/18 , 19 99 ,lob No. 99 -2536A permit No: BUP1999-00234 ;liens: SPECHT DEVELOPMENT INC - BOB BURNS 'roject: TIGARD CORPORATE CENTER - BLDG 8 address: 12259 SW 69TH TIGARD OR :ontractor: BAUGH CONSTRUCTION CO Sub Contractor: oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 212 Ticket No. V- 172139 J.HALL 126 OF 148 :ast By: Cu. Yds. Load No 1 OVERCAST 46 36 Neather: Temp. High: Temp. Low: GARAGE RETAINING WALL FOOTING NORTH OF GARAGE _ovation of Placement: 1 :05 62 Test Time Concrete Temp: 3000 28 4" I & II Strength Requirement: PSI @ days Slump Cement Type 3010B Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: — Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By II 7 1890 11/19 11/25 91,680 28.27 3240 WR 28 1890 11/19 12/16 147,850 28.19 5240 WR 28 A 1890 11/19 12/16 141,870 28.19 5030 WR 28 1890 11/19 12/16 143,800 28.19 5100 WR Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS v VLMK . Reviewed by: LABORATORY MAMA(? /, Carlson Testi Construction Inspection & Related Tests ng , Inc. Geotechnical consulting lEPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C172/C1231/C39/C31/C10641'd143 h 03)68 97281 'est Methods: Phone (503) 684 --3460 FAX # 684 -0954 )ate Molded: 11/18 , 19 99 Job No. 99 -2536A Permit No: BUP1999-00234 ;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. 204 Ticket No. T-172047 3ast By: J J . HALL Cu. Yds. 33 OF 148 Load NO OVERCAST 46 36 Neather: Temp. High: Temp. Low: 30' NORTH OF SOUTH END. TEST AT V DECK SLAB A 1 TO 4 AND _ovation of Placement: C 1 TO 5.5 9 :00 68 Test Time: Concrete Temp: 3 5 0 0 p S l @ 28 days Slump 1/2" Cement Type & I I Strength Requirement: 3510B Mix NoJNo. Sacks Air Content Max. Aggregate 1/ N C5 34 n OT WATER Admix. Amount: Brand: Amount: — A dmix. B ran Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By I 7 1889 11/19 11/25 117,620 28.14 4180 WR 28 1889 11/19 12/16 141,800 28.26 5020 WR 28 1889 11/19 12/16 143,700 28.26 5080 WR 28 1889 11/19 12/16 151,260 28.26 5350 WR Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS 7 ' VLMK Reviewed by: LABORATORY MANAGER • . . .. . .. . _- ___._.._.. -- -..:.. e........ I. .n... A r in fall wi$hn.d mint aldhnrlsatinn from this office. • Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting 3EPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 est Methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone (503) 684 -3460 FAX # 684 -0954 )ate Molded: 11/19 , 19 99 Job No. 99 -2536A Permit No: BUP1999 -00234 ;Iient: SPFCHT IlFVFI OPMFNT INC - ROB RIIRNS 'roject: TIGARD CORPORATF CFNTFR - RI DG 6 'ddress: - 12259 SW 69TH TIGARD OR :ontractor: BAUGH CONSTRUCTION CO_ Sub Contractor: :oncrete Supplier: ROSS ISLAND SAN[) & GRAVEL Truck No. 208 Ticket No. V- 172241 :ast By: J . HALL Cu. Yds. 44 OF 106 Load No. 4 Neather: OVERCAST Temp. High: 46 Temp. Low: 36 ovation of Placement: 25' SOUTH OF NORTH END . TEST AT V DECK SLAB A 7 TO 10 AND C 5.5 TO 10. Test Time: 8: 4 0 Concrete Temp: 68 3 500 PSI 28 4 1/4" Strength Requirement: days Slump Cement Type I& 11 Mix NoJNo. Sacks 3510E Air Content - Max. Aggregate Admix. Amount: 1 X Brand: NC534 Admix. Amount: BrandHOT WATER Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 1 7 1901 , 11/20 11/21. 127,540 28.18 4530 WR 28 1901 11/20 12/17 28 1901 11/20, 12/1 . HOLD 1901 11/20 . _ Remits: RECEIVED cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO DEC 01 1999 i LRS ARCHITECTS "'il VLMK COMMUNITY DEVELOPMENT LABORATORY MANAGER Reviewed by: • . _ --- `--- ,„ ......„ .. n.n A.. n.l • in ti n wlrhnud minr aidhnrlsafinn from this o}flce. 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 November 19, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 18, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: D. Boone 11- 18 -99: CTI representative was onsite for a periodic roofing inspection. 2.5" Poly Iso insulation was installed per specifications with 5" hex head screws and 3" round plastic plates. ' /Z" Retro board was installed per specifications with Type III asphalt. Malarky #500 ply sheet was installed per specifications with Type III asphalt in a three ply manner. All work complies with builders prints and specifications. 2.5" Poly Iso R value is 18.2. ' /s" retro value = 1.32. Total 19.52. Grid locations are: 1- 10 /A -A.5 and 1- 10 /B.5 -C. 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, 1 CAR ON TES G, IN j ne mp =Nx Douglas W. Leach President DB /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 November 19, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 15, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: R. Baty, COP #728 11- 15-99: CTI representative was onsite and visited the jobsite to inspect roof puddle welds, Hilti pins and seam welding. Work is in accordance with AWS D1.3, roof sketch dated September 14, 1999 and drawings. 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 TESTI , INC k.• PRESIDENT Douglas W. Leach President RB:eah cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Carlson Testing, onstruction Inspection & Related Tests ng, Inc. Inc . Geotechnical Consultin3 3EPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 'estMethods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684 - 3460 FAX # 684 -0954 )ate Molded: 11/19 ,19 99 Job No. 99-2536 permit No: BUP1999 - 00234 ;tient: SPECHT DEVELOPMENT INC - BOB BURNS 'roject: TIGARD CORPORATE CENTER - BLDG B lddress: 12259 SW 69TH TIGARD OR ;ontractor: BAUGH CONSTRUCTION CO Sub Contractor: :oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. V - 172241 :ast By: J J. HALL Cu. Yds. 44 OF 106 Load No4 OVERCAST 46 36 Neather: Temp. High: Temp. Low: 25' SOUTH OF NORTH END. TEST AT V DECK SLAB A 7 TO 10 AND _ocation of Placement: C 5.5 TO 10. Test Time: 8: 40 Concrete Temp: 68 3 500 PSI @ 28 days Slump 1/4" Cement Type & II um Strength Requirement: y p yp 351 0 B Mix NoJNo. Sacks Air Content Max. Aggregate 7 . A dmix. Amount: Bran O WATER Admix. Amount: 1 Brand: N C534 _ Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By 1 7 1901 11/20 11/26 127,540 28.18 4530 WR 28 1901 11/20 12/17 159,220 28.26 5630 DM 28 1901 11/20 12/17 159,920 28.26 5660 DM 28 1901 11/20 12/17 151,280 28.26 5350 DM Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO d/ o/ / / . / ;e 1----- LRS ARCHITECTS s' VLMK Reviewed by : LABORATORY MANAGER . . ... . .- `-• - __.... ...:.. :............ ..... e.i • in boll withn:d nrinr Al ohnrization from this office. Construction Inspection & Related Tests Jarlson Testi ng, Inc. Geotechnical Consulting EPORT OF 6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 estMethods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684 -3460 FAX # 684 -0954 ate Molded: 11/22 1 9 99 ,l ob No. 99 Permit No: BUP 1999 -00234 dent: SPECHT DEVELOPMENT INC - BOB BURNS roject: TIGARD CORPORATE CENTER - BLDG B ddress: 12259 SW 69TH TIGARD OR :ontractor: BAUGH CONSTRUCTION CO Sub Contractor: :oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. T :ast By: D. V I C K Cu. Yds. 22 OF 108 Load No. 2 SHOWER S 52 High: 52 4 8 Temp. Low: Veather: Q DECK BETWEEN 10 AND 7 A TO C, 7 TO 5.5 B TO C. TEST AT Q .oration of Placement: DECK 2 FLOOR BETWEEN 10 AND 9 A AND C. Test Time: 8 Concrete Temp: 74 3500 PSI 28 days Slump 5 Cement Type' & I I Strength Requirement: 35108 A Air NoJNo. Sacks ir Content Max. Aggregate ly. NC534 Admix Amount: BrandHOT WATER >dmix. Amount: Brand: _ Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By 7 1974 11/23 11/29 97,890 ,28.27 3460 WR 28 1974 11/23 12/20 28 1974 11/23 12/2C HOLD 1974 11/23 Remarks: cc: CITY OF TIGARD BUILDING DEPT G BAUGH CONSTRUCTION CO ■�, LRS ARCHITECTS *40A VLMK LABORATORY MANAGER Reviewed by; Carlson Testing Inc. Construction Inspection & Related Tests Geotechnical Consulting 1EPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C172/C1231/C39/C31/C1064/C143 h 03) Oregon 8 - 346 "est Methods: Phone (503) 684 -3460 0 FAX # 684 -0954 )ate Molded: 11/22 , 19 99 ,lob No. 99 - 2536A Permit No: BUP 1999 - 00234 ;tient: SI'ECHT DEVELOPMENT INC — BOB BURNS 'roject: TIGARD CORPORATE CENTER — BLDG B lddress: 12259 SW 69TH TIGARD OR :ontractor: BAUGH CONSTRUCTION CO Sub Contractor: oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. T-172347 '.ast By: D. V I C K Cu. Yds. 22 OF 108 Load No? S HOWERS Tem High: 52 Temp. Low: 48 Neather: Temp. g ovation of Placement: Q DECK BETWEEN 10 AND 7 A TO C, 7 TO 5.5 B TO C. TEST AT Q DECK 2 FLOOR BETWEEN 10 AND 9 A AND C. Test Time: 8 : 20 Concrete Temp: 74 3 500 PSI @ 28 days Slump Cement Type & I I Strength Requirement: Y p 3510B Air Content Max. Aggregate Mix NoJNo. Sacks gg ate g N C534 HOT WATER Admix. Amount: 1 Brand: Admix. Amount: Bran : _ Set Test@ Register Date Date Total A Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 7 1974 11/23 11/29 97,890 28.27 3460 WR 28 1974 11/23 12/20 109,920 28.28 3790 DM 28 1974 11/23 12/20 103,980 28.28 3680 DM 28 1974 11/23 12/20 106,220 28.28 3760 DM Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS iz VLMK LABORATORY MANAGER Reviewed by: 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 b FAX (503) 684 -0954 FAX (503) 589 -1309 ROOFING FIELD REPORT JOB #: 99 -2536A INSPECTOR: D. Boone DATE: 11 -23 -99 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th, Tigard, OR PERMIT #: BUP1999 -00234 GENERAL CONTRACTOR: Baugh Construction INSPECTOR'S TIME IN: OUT: CREWS TIME IN: OUT: WEATHER: Overcast with sprinkles TEMPERATURE: °AM 52° PM ASPHALT TYPE: Type 111 EVT: ° AM PM ROOFING SPECIFICATION # Malarky Glassply IV #500 BASE FLASHING TYPE AND /OR # INSULATION TYPE: Manville BOTTOM: 2.5 Poly Iso "R" VALUE 18.2 SIZE: 4x8 TOP: ' /z' Retro "R" VALUE 1.32 SIZE: 4x8 TOTAL 19.52 WORK AREA (USE GRID LINES AND /OR DIMENSIONS): B.5- C/1 -10 I SQUARES: (40) approx. ITEM 1 CONFORMANCE 1 NON - CONFORMANCE 1 ITEM I YES I NO VAPOR BARRIER CUT -OFFS INSTALLED X BASE SHEET DEBRIS CLEANED X INSULATION X MATERIAL COVERED X INTERPLYS X PENETRATIONS SEALED X BALLASTS BASE FLASHING COUNTER FLASHING WORK DESCRIPTION: Insulation installed per specifications with 5" Hex head screws with 3" round plastic plates. Retro board installed per specifications with type III asphalt. Interplvs inst d per specifications w h type III asphalt in a 3 -ply manner. All work complies with builders prints and specifications. b INSPECTOR D. Boone REVIEWED BY PRESIDENT Douglas W. Leach - President DB /Ijm cc: Specht Development, Inc. — Bob Burns City of Tigard Building Department Baugh Construction Co. RECEIVED LRS Architects VLMK DEC 011999 COMMUNITY DEVELOPMENT Construction Inspection & Related Tests -1a rlson Testing Inc. Geotechnical Consultin3 EPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 est Methods: ASTM C172/C1231/C39/C31/C1064 Phone (503) 684 -3460 FAX # 684 -0954 ate Molded: 11/23 19 99 Job No. 99 -2536A Permit No: BUP1999-00234 Bent: SPECHT DEVELOPMENT INC - BOB BURNS ro)ect: TIGARD CORPORATE CENTER - BLDG B .ddress: 12259 SW 69TH TIGARD OR BAUGH CONSTRUCTION CO :ontractor: Sub Contractor: oncrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 209 Ticket No. T-172507 B.PERRY PERRY 11 -108 -137 ;ast By: Cu. Yds. Load No. 10 RAIN Temp. High: 54 45 Temp. Low: \leather: 2ND LEVEL SLAB B -C/5 -6 .ocation of Placement: Test Time: Concrete Temp: 67 3500 PSI ® 28 Strength Requirement: days Slump Cement Type I & I I 35108 Max.Aggregate 3/4" Aix NoJNo. Sacks Air Content Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By II 7 2017 11/24 11/3( 123,070 28.27 4350 WR 28 2017 11/24 12/21 , 28 2017 11/24 12/21 , , HOLD 2017 11/24 , Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO � ' LRS ARCHITECTS VLMK LABORATORY MANAGER Reviewed by: Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting EPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 est Methods: Phone (503) 684 -3460 FAX # 684 -0954 11/23 19 99 Job No. 99 -2536A Permit No: BUP1999-00234 )ate Molded: aient: SPECHT DEVELOPMENT INC — BOB BURNS TIGARD CORPORATE CENTER — BLDG B .roject: 12259 SW 69TH TIGARD OR address: BAUGH CONSTRUCTION CO :ontractor: Sub Contractor: :oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. T- 172405 B .PERRY Cu. Yds. 11 -•33 -140 Load No. 3 :ast By: RAIN Weather: Temp. High: 54 45 Temp. Low: BUILDING 8 2ND LEVEL SLAB 8 -9 /B —C .ovation of Placement: 8:45 71 Test Time: Concrete Temp: 3500 28 4 1/2" I & II Strength Requirement: PSI ® days Slump Cement Type 3510B 3/4 Aix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: 17. Brand: NC534 Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By I 7 2016 11/24 11/3( 107,260 28.27 3790 WR 28 2016 11/24 12/21 28 2016 11/24 12/21 HOLD 2016 11/24 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS 7 VLMK t Reviewed by: LABORATORY MANAr.FR Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting ;EPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 estMethods: ASTM C172/C1231/C39/C31/C1064 Tigard, Oregon 97281 Phone(503)684 -3460 FAX # 684 -0954 )ate Molded: 11/23 19 99 Job No. 99 - 2536A Permit No: BUP1999 ;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. 209 Ticket No. T- 172507 :ast By: B .PERRY Cu. Yds. 11 -108 -137 Load No. RAIN 54 4 Neather: Temp. High: Temp. Low: 2ND LEVEL SLAB B -C/5 -6 :_ovation of Placement: Test Time: Concrete Temp: 67 3500 28 ® 2 8 days Slump Cement Typ & I I Strength Requirement: 3510B 3/4 Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By II 7 2017 11/24 11/30 123,070 28.27 4350 WR 28 2017 11/24 12/21 139,200 28.26 4930 DM 28 2017 11/24 12/21 140,220 28.26 4960 DM _ I 28 2017 11/24 12/21 139,880 28.26 4950 DM Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO / LRS ARCHITECTS v VLMK Reviewed by: LABORATORY MANAGEr* .. . . .. ..... ...:.�_... _: . _..•• s. •i .. fmm $htc of na. Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting 3EPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 rest Methods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Phone(503)684 -3460 FAX # 684 -0954 )ate Molded: 11/23 ,19 99 ,lob No. 9 Permit No: BUP 1999 -00234 ;liens: SPECHT DEVELOPMENT INC - BOB BURNS project: TIGARD CORPORATE CENTER - BLDG B >ddress: 12259 SW 69TH TIGARD OR ,ontractor: BAUGH CONSTRUCTION CO Sub Contractor: 3oncrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. T- 172405 mast By: B .PERRY Cu. Yds. 11-.33-140 Load No: RAIN 45 Weather: Temp. High: 54 Temp. Low: Location otPlacement: BUILDING B 2ND LEVEL SLAB 8 -9 /B -C Test Time: 8 : 45 Concrete Temp: 71 3500 Psl 28 days Slump Cement 1/2" CementTyp & II Strength Requirement: 35106 3 / 4 Mix No/No. Sacks Air Content M ax. Aggregate 17. Admix. Amount: Brand NC534 Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 1 7 2016 11/24 11/30 107,260 28.27 3790 WR 28 2016 11/24 12/21 117,460 28.26 4160 DM 28 2016 11/24 12/21 119,720 28.26 4240 DM 28 2016 11/24 12/21 118,040 28.26 4180 DM • Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS ' VLMK .:;-- .• -4:.:. . LABORATORY MANA•Frr Reviewed by: - - ' ---- ..__� _..__�• . t..:: ...:, .., ..i .....N.n.(��t n fmm thlc nff .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 November 24, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 RECEIVED FIELD INSPECTION REPORT DEC = 01 1999 DATES COVERED: November 19, 1999 COMMUNITY DEVELOPMENT PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: R. Baty, COP #728 11- 19 -99: CTI representative visited the jobsite to inspect puddle welding and crimping, second floor between grids 7 & 10 /A & C. All was acceptable except around landing without deck opening between 8.4 & 9.4/A.7 & B. Returned at noon to inspect the landing without deck opening as requested. Found that it was still not ready. Inspected welding of #5 A -706 rebar between girders on second floor between 1 & 10 /A -C. A total of (34) rebars with a weld length of 6 %" to 7 1 /z' long were welded. Inspected puddle welding and crimping at second floor between B -C/6 -7 and B.4- C/5.5 -6. Reinspected the above landing without decking opening between 8.4 & 9.4/A.7 & B and found the welding is acceptable. Work is 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, CARLSON TESTIN , INC PRESIDENT Douglas W. Leach President RB:eah cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr 4► 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 November 29, 1999 RECEIVED 99- 2536A.CTI Permit No. BUP1999 -00234 DEC 01 1999 FIELD INSPECTION REPORT COMMUNITY DEVELOPMENT DATES COVERED: November 15, 18, 19, and 22, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: R. Andree /J. Hall, COP#735 /D. Vick, COP #722 /P. L. Sanetra, COP #737 11- 15 -99: CTI representative, R. Andree, was onsite for an inspection of concrete. Cast one set of (4) cylinders off of first truck. Slump was 5" and temperature was 65 °. 3500 mix with 3/4' aggregate. 11- 18 -99: CTI representative, J. Hall, was onsite and conducted a rebar placement inspection on second floor V deck slab A/1-4, C/1 -5.5, and garage retaining wall footing north of garage. All of the rebar was in place and conforms to the plan details as provided by the general contractor. Two sets of (4) concrete test cylinders were cast. Slump and temperature tests were conducted with the test cylinders. Ross Island Sand and Gravel was the ready mix concrete supplier. A 3 /4" aggregate 3500 psi concrete mix design #3510 with 1% NC534 accelerator admixture and hot mixing water added was placed on the V -deck slab and a 3 /4" aggregate 3000 psi mix design #3010B was the concrete mix design placed on the retaining wall footing. A concrete pump truck was used for placement of the concrete and a mechanical vibrator was used for consolidation. A total of (148) cubic yards of concrete were placed at this time. The general contractor Baugh Construction Co. was advised of the concrete test results. 11- 19 -99: CTI representative, J. Hall, was onsite and conducted a rebar placement inspection on second floor V deck slab at lines A/7 -10 and C/5.5 -10. All of the rebar was in place and conforms to the approved plans as provided by the general contractor. One set of (4) concrete test cylinders was cast. Slump and temperature tests were conducted with the test cylinders. Ross Island Sand and Gavel was the ready mix concrete supplier. A %" aggregate 3500 psi mix design #3510B with 1% NC234 accelerator admixture added and hot mixing water was the concrete mix placed. A concrete pump truck was used for placement and a mechanical vibrator was used for consolidation of the concrete. A total of (106) cubic yards of concrete were placed at this time. The general contractor Baugh Construction Co. was advised of the concrete test results. 11- 22 -99: CTI representative, D. Vick, was onsite and inspected rebar in Q-deck second floor building B between A- C/10 -7 and B & C/7 & 5.5. A 3500 psi concrete mix #3510B was placed by pump and manually rodded. Approximately (108) yards were placed. Performed slump, temperature test, and cast one set of (4) 6x12 samples. Rebar, placement, and concrete were in compliance with project plans and specifications. 99- 2536A.fr • November 29, 1999 99- 2536A. CTI Page 2 of 2 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 TESTI , INC ( PRESIDENT Douglas W. Leach President RA/JH /DV /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 November 29, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: November 22, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: B. Baty COP#728 11- 22 -99: CTI representative was onsite and inspected puddle welding and crimping, second floor. There were some areas missed and shown to the welder to fix. The areas were fixed and re- inspection was done. All of the second floor was found to be 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, RLSON TESTING, i' C Gu PRESIDENT Douglas W. Leach President BB /Ijm cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK RECEIVED DEC 011999 COMMUNITY DEVELOPMENT 99- 2536A.fr Construction In & Related Tests C arlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX (503) 684 -0954 November 29, 1999 99- 2536A.CTI PERMIT NO. BUP1999 -00234 FIELD INSPECTION REPORT DATE COVERED: November 23, 1999 PROJECT: Tigard Corporate Center — Bldg. B ADDRESS: 12259 SW 69' — Tigard, OR INSPECTOR: B. Perry, COP #741, ICBO #72934 11- 23 -99: A CTI representative was present on site to perform continuous special inspection of reinforced concrete. This inspector examined the reinforcing steel for the second level slab at grid lines A- C/4 -10 and observed the placement of (137) cubic yards of Ross Bros. #351013 approved mix concrete placed by boom pump into the above noted locations. Two sets of (4) cylinders were cast and tested for slump and temperature. Work observed this date conforms to project plans, details and specifications. Our report pertains 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. __ t W. Leach firieReh Manager BP /tm 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 C arlson Testing, Inc. FAX (503) 68954 FAX (503) 5891 309 ROOFING FIELD REPORT JOB #: 99 -2536A INSPECTOR: T. Kastel DATE: 11 -29 -99 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th, Tigard, OR PERMIT #: BUP1999 -00234 GENERAL CONTRACTOR: Baugh Construction INSPECTOR'S TIME IN: (OUT: CREWS TIME IN: OUT: WEATHER: Overcast TEMPERATURE: 50 °AM ° PM ASPHALT TYPE: 3 EVT: 485 ° AM PM ROOFING SPECIFICATION # Malarky Cap Sheet IV #601 BASE FLASHING TYPE AND /OR # Malarky Cap Sheet IV #601 INSULATION TYPE: Manville BOTTOM: 2.5 Poly 'so "R" VALUE 18.2 SIZE: 4x8 TOP: W Retro "R" VALUE 1.32 SIZE: 4x8 TOTAL 19.52 WORK AREA (USE GRID LINES AND /OR DIMENSIONS): Building B Perimeter I SQUARES: ITEM I CONFORMANCE 1 NON - CONFORMANCE ITEM I YES I NO VAPOR BARRIER CUT -OFFS INSTALLED X BASE SHEET X DEBRIS CLEANED X INSULATION X MATERIAL COVERED X INTERPLYS X PENETRATIONS SEALED X BALLASTS BASE FLASHING X COUNTER FLASHING WORK DESCRIPTION: Base flashing installed at perimeter and all roof etrations. Work conf• ms with manufacturer's specifications. , ° INSPECTOR T. Kastel REVIEWED BY PRESIDENT Douglas W. Leach - President TK/Ijm cc: Specht Development, Inc. — Bob Burns City of Tigard Building Department Baugh Construction Co. LRS Architects VLMK Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting DEPORT 0 F ' 3 2 CONCRE f E TEST SPECIMENS P.O. Box 23814 AS TM C1.72/CI 231/C39/C31/C1064/C143 Tigard, Oregon 97281 test Methods: Phone (503) 684 -3460 FAX # 684 -0954 date Molded: 11/29 , 19 99 Job No. 99 2536A Permit No: BUP 1999 - -00234 :Bent: SP[ C11 f DEVELOPMENT INC - BOB BURNS 'roject: TIGARD CORPORATE CENTER •- BLDG 8 4ddress: 12259 SW 69TH TIGARD OR ,ontractor: HAUGH CONSTRUCTION CO Sub Contractor: Concrete Supplier. ROSS I S SAND & GRAVEL Truck No. 201 Ticket No. A -1 /2622 Cast By: G. ' WA f S ON C u. Y ds. I. 1 OF 1 1 Load No S HOWL R S 52 45 Weather: Temp. High: Temp. Low: BUILDING C SLAB I NF I I..L. S AT OPENINGS. TEST A 1• BUILDING 1 1 SLAB Location of Placement: MAILS AT OPENINGS. 8 : 15 62 Test Time: Concrete Temp: 3500 28 3 1/2" 1 & I I Strength Requirement: PSI @ days Slump Cement Type 3510F1 Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By 1. / 208 11/30 12/06 84,770 28.2/ 3000 WR 28 2087 11/30 12/27 144,860 28.26 5130 DM 28 2087 11/30 12/27 147,700 28.26 5230 DM Remarks: cc: C1IY OF TIGARD BUILDING DEPT G // BAUGH CONSTRUCTION CO LRS ARCHITECTS a VL.MK LABORATORY MANAGER Reviewed by: ,.. • . _.. •.... _ _ •• _ _ -.._ , .. - ........L.,.,. • • R u. Oh",d min, A tnrisatinn fmm this attics. Construction inspection & Related Tests Carlson Testing In Geotechnical consulting 6X12 CONCRETE EPORT OF TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Phone (503) 684 -3460 ast Methods: FAX # 684 -0954 11/29 19 99 Job No. 99 -2536A Permit No: BUP1999-00234 ate Molded: SPECHT DEVELOPMENT INC - BOB BURNS lient: TIGARD CORPORATE CENTER - BLDG B roject: 12259 SW 69TH TIGARD OR ddress: BAUGH CONSTRUCTION CO Sub Contractor: ontractor: ROSS ISLAND SAND & GRAVEL Truck No. 207 Ticket No. A- 172622 :oncrete Supplier: G . WATSON Cu. Yds. 1 1 OF 11 Load No. 1 :ast By: SHOWERS Temp. High: 52 45 Temp. Low: Veather: BUILDING C SLAB INFILLS AT OPENINGS. TEST AT BUILDING B SLAB ocation of Placement: INF ILLS AT OPENINGS. Test Time: $ 1 62 Concrete Temp: 3500 28 3 1/2" Cement Typ & II PSI @ days Slump strength Requirement: 35108 Max. Aggregate Aix NoJNo. Sacks Air Content Admix. Amount: Brand: >dmix. Amount: Brand: _ Adm Unit Report Tested Set Testy Register Date Date Total Area Load PSI No. By No. Days Number Rec'd Test I 7 2087 11/30 12/06 84,770 28.27 3000 WR • 28 2087 11/30 12/27 • • 28 2087 11/30 12/27 • • Remarks: cc: CITY OF TIGARD BUILDING DEPT / ‘/-- BAUGH CONSTRUCTION CO `�, LRS ARCHITECTS VLMK LABORATORYMANAGFp Reviewed by: ..- - .. -__. ...o ...KM.4 nA,.r n,etuxl7Ation from this office. ■