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Report (610) 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 4-0 Phone (503) 589-1252 30 FAX (503) 68954 FAX (503) 589-19 January 10, 2000 "� C) i / ( G / -60 Z3 #99- 2536B.CTI RECEIVED FIELD TESTING REPORT - FIREPROOFING DENSITY JAN 13 2000 DATE RECEIVED: December 21, 1999 BY: PROJECT: Tigard Corp Center - Building C ADDRESS: 12259 SW 69th PERMIT: BUP 1999 -00233 INSPECTOR: B. Baty Gentlemen: CTI representative obtained one (1) fireproofing density sample on December 21, 1999. Testing was completed on January 5, 2000. The method of sampling and testing was UBC STD 7 -6. Following are the results: FIREPROOFING - UBC STD 7 -6: Material Type: MK 6 Monokote Location: 2 " Floor Beam (W18 x 40) DRY DENSITY: 28.8 pcf. 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 TE NC. T Toiler aboratory Manager kk cc: Specht Development Inc - Bob Bums City of Tigard Building Department Baugh Construction Company LRS Architects VLMK Wordfabfab"p/2536B 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 Phone FAX (503) 589 1309 January 10, 2000 #99- 2536A.CTI FIELD TESTING REPORT - FIREPROOFING DENSITY RECEIVED DATE RECEIVED: December 21, 1999 JAN 1 3 2000 PROJECT: Tigard Corp Center - Building B ADDRESS: 12259 SW 69th PERMIT: BUP 1999 -00234 INSPECTOR: B. Baty Gentlemen: CTI representative obtained one (1) fireproofing density sample on December 21, 1999. Testing was completed on January 5, 2000. The method of sampling and testing was UBC STD 7 -6. Following are the results: FIREPROOFING - UBC STD 7 -6: Material Type: MK 6 Monokote Location: 2 " Floor Beam (W12 x 19) DRY DENSITY: 25.0 pcf. 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 subm - d, CARL TE C. Toiler Laboratory Manager kk cc: Specht Development Inc - Bob Bums City of Tigard Building Department Baugh Construction Company LRS Architects VLMK Word/labfabrtp/2538A • Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend. OR 97708 Carlson 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 April 17, 2000 T9902536.A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: April 13, 2000 APR i '4100 - - - PROJECT: Tigard Corporate Center — Bldg B BY ' ADDRESS: 12259 SW 69 Tigard, OR INSPECTOR: B. Baty COP #728, OBOA#411 04- 13 -00: CTI representative was onsite to inspect welding of reinforcement of the joists under new mechanical unit at grid 4/B. The welding of T24 was per detail C and T39 was per details A, B, and C of engineer's fix and AWS. Welding was by certified welder with approved WPS. Our reports pertain to the materials inspected /tested 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, il) CARLSON TESTING, 1:` C. k cdtu OFFICER Chief Executive Officer BB /sab cc: Specht Development, Inc. — Bob Burns City of Tigard Building Dept. Baugh Construction Co. LRS Architects VLMK • Carlson Testing, Inc. & inspection Related Tests Geotechnical Consulting REPORT OF6X 1.2 CONCRETE TEST SPECIMENS MA Y 0 9 2QQQ P.O. Box 23814 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Ph one (503) 6843460 iBY Tigard, Oregon 97281 FAX # 684 -0954 Date Molded: 04/27 20 00 Job No. T9902536A Permit No: B 199 - 0234 Client: SPECHT DEVELOPMENT INC — BOB BURNS Project: TIGARD CORPORATE CENTER — BLDG 8 Address: 12259 SW 69TH TIGARD OR Contractor: BAUGH CONSTRUCTION CO Sub Contractor: Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 75 Ticket No. T182814 Cast By: 0 . V I CK Cu. Yds. 9 OF 13 Load No CLOUDY 57 Weather: Temp. High: Temp. Low: FOOTINGS GENERATOR BUILDING. TEST AT FOOTINGS NORTH SIDE Location of Placement: GENERATOR BUILDING. Test Time: 12:20 Concrete Temp: 66 3000 28 4° I 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 No. Days Number Rec'd Test Load PSI No. By 7 1290 04/28 05/04 74,600 28.27 2640 AF 28 1290 04/28 05/25 28 1290 04/28 05/25 HOLD 1290 04/28 • Remarks: cc:: CITY OF TIGARD BUILDING DEPT / j� - BAUGH CONSTRUCTION CO ." // LRS ARCHITECTS �' VLMK LABORATORY MANAGER Reviewed by: 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. Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testin 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 April 28, 2000 RF'R!VFD T9902536.A.CTI Permit No. BUP1999 -00234 / BUP2000 -00060 MAY 0 2 2000 INSPECTION REPORT IBY: DATES COVERED: April 27, 2000 PROJECT: Tigard Corporate Center — Bldg B ADDRESS: 12259 SW 69 Tigard, OR INSPECTOR: D. Vick COP #722, OBOA#424 04- 27 -00: Inspected rebar in generator wall footings. A -3000 psi concrete mix #3010B was placed by chute and concrete was consolidated by vibrator. Approximately (13) cubic yards were placed. Cast one set of (4) 6x12 samples. Rebar, placement, and concrete were in compliance with approved plans and specifications. Our reports pertain to the materials inspected /tested 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. ir Respectfully submitted, ARLSO TESTING, I 4 . CHIEF EXt -C, Douglas W. Leach Chief Executive Officer DV /sab cc: Specht Development, Inc. — Bob Burns City of Tigard Building Dept. Baugh Construction Co. LRS Architects VLMK Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson 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 Special Inspection FINAL SUMMARY LETTER May 1, 2000 tit T9902536A City of Tigard RFC 1F. -D d» i 13125 SW Hall Blvd., MAY 0 2 2000 Tigard, OR 97223 -8199 BY Attn: Building Department Re: Tigard Corporate Center — Building B 12259 SW 69 Tigard, OR Permit No.: BUP1999 -00234 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code and Chapter 24.20, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Reinforcing Steel Concrete — Compressive Strength Testing Installation of Wedge Anchors Structural Steel — Shop and Field Fireproofing All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respe, tfull 1 submitted, CARL:.ON ESTING, INC. 1 Jame • .�' etpas Qualit �� -- urance Manager JFH:jdk cc: Specht Development, Inc. — Bob Burns Baugh Construction Company LRS Architects VLMK P:\WORD REPORTSWINLTR\T9902538A Main Office Salem Olfioe Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Boar 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc. AX ( ;' 4 Phone b0 }x ;309 AX (641) 330 -916 Special Inspection FINAL SUMMARY LETTER May 1, 2000 T9902538A City of Tigard 13125 SW Hall Blvd., Tigard, OR 97223-8199 Attn: Building Department Re: Tigard Corporate Center — Building B 12259 SW 69 Tigard, OR Permit No.: BUP1999 -00234 Dear Sir or Madam: This Is to certify that in accordance with Section 1701 of the Uniform Building Code and Chapter 24.20, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: fleinforcing Steel Co crete — Compressive Strength Testing Irallation of Wedge Anchors Structural Steel — Shop and Field Ffieproofing All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. • Respe II 1 submitted, CAR LON STING, INC. Jame • .�!' etpas Qual ranee Manager JFH:jdk cc: Specht Development, Inc. — Bob Bums Baugh Construction Company LRS Architects VLMK plwommEpogroveRcroonssak Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson 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 May 8, 2000 ' ��1� T9902536.A.CTI ' MAY 1 Q Permit No. BUP1999- 00234/00507 1 2000 EiY: INSPECTION REPORT DATES COVERED: May 5, 2000 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: G. Watson, COP #643 05- 05 -00: Inspected CMU construction of generator enclosure walls. Contractor provided cleanouts at every vertical bar. Clean outs were found to be clean and closed prior to grout placement. Contractor grouted walls full height 0 -12'. Grout consolidated by vibration. Masonry reinforcement and grout placement conform to RFI details provided by the project engineer. Test prisms cast. Our reports pertain to the materials inspected/tested 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 IN TESTIN C. ._.. '..i._ ,Y-:, i e CHIEF EXECUTIVE OFFICER Douglas W. Leach Chief Executive Officer GW:eam cc: Specht Development, Inc. — Bob Burns City of Tigard Building Department Baugh Construction Co. LRS Architects VLMK