The URL can be used to link to this page

Report (18) , SE11ING THE STANDARD FOR SERVICE EXCELLENCE EGO To: JOHN DUNCAN Company: JADCO Phone: 684 -0044 Fax: 624 -2723 From: JEANNE TEMPLE EXT. 310 Company: City of Tigard Phone: (503) 639 -4171 Fax: (503) 684-7297 Date: 7/22/97 Pages including this page: 9 COMMENTS: RE: YOUR INSPECTION REQUEST FOR TODAY; BUP95 -0507 AT 15995 SW 74TH AVE We are unable to provide final inspections because of the following: All conditions of SDR95 -0014 have not been met. See following log notes and conditions. Conditions #3, #4, #8 have only been partially met. Contact John Hagman and Brian Rager in the Engineering Dept. for further information. The 1/29/97 log note by MR (Mark Roberts, Planning Dept.), refers to a Certificate of Occupancy. Contact Mark Roberts for approval of Certificate of Occupancy. Be sure to read all the log notes and contact the appropriate person if you have any questions. There is a mechanical permit (MEC97 -0101) that has not been issued yet. Contact EXT. 304 (Development Services) for further information. At the time you do call back for all of the final inspections, be sure to leave ALL of the appropriate requested information on the 24 -hour recorder. See the following action print outs on the permits that need inspections. City of Tigard, 13125 SW Hall Blvd., Tigard, OR 97223 • 1 Page No. 1 CONDITIONS /CORRECTIONS FOR CASE NO.: SDR95 -0014 JOHN DUNCAN 15995 SW 74TH AVE 07/21/97 i .... SUBMIT AUTH. TO CONSTRUCT PRKG. -- 1. The applicant shall submit written authorization from Burlington Northern Railroad to construct the proposed parking on its property. DEDICATE R/W 74TH (SEE LOGNOTE) -- 2. Additional right -of -way shall be dedicated to the Public along the western S.W. 74th Avenue frontage to increase the right -of -way to 25 feet from the centerline. The description shall be tied to the existing right -of -way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Department. ) COMPLT SDWLK CONST. & INSTL. CURB -- 3. The applicant shall complete construction of the sidewalk c 6).\ doo ys . along the entire west frontage of SW 74th Street and install a curb along the leased portion of the east frontage to City standards. n p 4) SUBMIT 3 SETS OF P.I.P. FOR REVW. -- 4. Three (3) sets of detailed public improvement plans and l/� �1�1� profile construction drawings shall be submitted for preliminary review to the Engineering ,/ Department. Seven (7) sets of approved drawings, and one (1) itemized construction cost estimate, J all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements). PAY WATER QUANTITY FEE. -- 5. The applicant shall pay the Water Quality Fee as established by Unified Sewerage Agency Resolution and Order No. 91 -47. REVSE SITE PLAN TO ELIM. ST X -ING -- 6. The site plan shall be revised to eliminate intended street crossing; revise the width of proposed driveways to the parking on the east side of SW 74th Avenue to conform to City standards; consolidate the proposed driveways so there is a maximum of three driveways; and show the 100 -year floodplain. 0 1:1(14tArj 43 SUBMIT APPRVD. PERMIT FROM U.S.A. -- 7. The applicant shall submit an approved permit from the 1" Unified Sewerage Agency for the connection to the existing sanitary sewer. ) SUBMIT PLANS & CALCS FOR H2O FAC. -- 8. Detailed construction plans and calculations, prepared by n a registered engineer, shall be submitted for the water quality facility in accordance with (x. Unified Sewerage Agency Resolution Order No. 91 -47. -ley SUBMIT RVSD SITE /LNDSCP PLANS. -- 9. The applicant shall submit revised site and landscaping plans \ or obtain approval of the following:;;a. The applicant shall obtain the necessary, applicable permits from the Division of State Lands and Army Corps of Engineers.;;b. The site plan is required to be revised to provide a minimum of one (1) additional handicapped accessible parking space.;;c. The applicant shall obtain approval from the site's franchised hauler for the proposed location.;;d. The applicant shall negotiate with the City and enter an agreement or contract which says that the applicant will grant a 15 -foot access easement to the City for the purposes of providing a pedestrian /bicycle pathway. This easement shall be located within the floodplain area and the alignment of the trail will take place in areas other than those proposed to be developed. The agreement shall be valid for a period of 12 months while the City undertakes a study to determine the preferred location of the pathway along this section of Fanno Creek.;;e. The applicant shall submit security lighting plans meeting the specifications of the Police Department.;;f. The applicant shall provide a plan to screen the storage areas near the existing Jadco Chemical Building.;;g. The applicant shall provide a copy of an agreement with Burlington Norhtern for the use of the Railroad right -of -way for parking. If the right -of -way area is later needed for railroad use the applicant shall develop alternative location(s) for the required off - street parking.;;h. All site improvements shall be installed and maintained pursuant to the approved revised site and landscape plan.;; Pa §e No. 1 CASE HISTORY FOR CASE NO.: ENG96 -0035 JOHN DUNCAN 15995 SW 74TH AVE 07/21/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By - - -- - -- -- - - - - -- --- ENGA010 APPLICATION RECIEVED / / / / 01/25/96 JSH 07/11/96 JSH ENGA040 Review initiated / / / / 01/25/96 PLAN RETURNED TO ENGR FOR REVISION ON JSH 07/11/96 JSH 3/13/96; ENGR RESUBMITTED REVISED PLAN ON 6/4/96: PLAN RETURNED TO ENGR FOR REVISION ON 6/19/96: ENGR RESUBMITTED REVISED PLAN ON 6/27/96: NOTIFIED ENGR, ON 7/1/96 VIA PHONE, THAT THREE MINOR CORRECTIONS TO PLAN NEED BE MADE AND THAT THEREAFTER HE SHOULD SUBMIT 9 SETS TO FACILITATE ISSUANCE /PERMITTING; RECVD 9 CORRECTED PLANSETS ON 7/3/96 (PLAN IS "OK" NOW). ENGA060 Constr docu prep initiated / / / / 07/09/96 COST EST "OK ", FEES PREP'ED. JSH 07/11/96 JSH ENGA070 Docu provided to applicant / / / / 07/10/96 BOND FORM PROVIDED TO ENGR (TO BE GIVEN JSH 07/11/96 JSH TO THE APPLICANT FOR APPLICANT AND APPLICANTS BANK EXECUTION AND RETURN TO CITY). ENGA080 Constr docu accepted by City / / 07/10/96 07/23/96 JSH 07/29/96 JSH ENGA090 Fees /Depos /Assur remitted / / 07/10/96 07/23/96 JSH 07/29/96 JSH ENGA110 (F) PERMIT ISSUED / / / / 07/23/96 JSH 07/29/96 JSH Page No. 1 LOG NOTES FOR CASE NO.: SDR95 -0014 JOHN DUNCAN 15995 SW 74TH AVE 07/22/97 By Date Text of log note JD 01/17/96 Sent e-mail to Mark Roberts and Greg Berry /John Hagman /Diane Jelderks re having SIT95 -0035 after Jim F approved it. I asked they enter a log note in SDR95 -0014 indicating whether it is permissible to release the SIT permit. jsd JSH 01/19/96 ..Engineering has no objection to issuance of SIT permit but, suggests that clearance to issue be also secured from Mark Roberts, Planning Dept., due to the need for a Division of State Lands and /or Corps of Engineers permit (per condition #9a). Further, the SIT permit should clearly specify that the permittee is proceeding at his own risk, due to the other conditions. Lastly, a bldg permit should not be issued yet. GB 01/31/96 ..Condition 8 - Applicant proposes to use existing pond for facility. This is a good idea except that winter water prevents setting elevations on outlet structure. Agreed to wait until occupancy until these deatails are required. Applicant believes occupancy won't be needed until late summer. Other than that, design is approved. GB 01/31/96 ..SWM fees for quantity for 41,995 sq. ft. of impervious surface is required. No quality fees required since there will be a facility. JD 02/27/96 Sent e-mail to Mark Roberts re status of this permit. jsd JD 04/12/96 Sent e-mail to Mark R and Brian R re status update as BUP has been processed by building department and is awaiting authorization for release. jsd BDR 04/12/96 THE APPLICANT IS CONSIDERING A MINOR MODIFICATION TO HIS SITE PLAN, WHICH WOULD CHANGE WHAT WOULD BE REQUIRED FOR IMPROVEMENTS IN 74TH AVENUE. THEREFORE, UNTIL THAT IS RESOLVED, I WILL NOT SIGN OFF ON THE BUP. MR 05/30/96 Ok to issue per the Planning Division. MBR ; BDR 06/14/96 R/W on 74th Avenue has already been dedicated; therefore, condition #2 does not apply. BDR 07/22/96 OK TO ISSUE SITE AND BUILDING PERMITS. JOHN HAGMAN JUST NEEDS TO PROCESS THE PERMIT DOCUMENTS AND SIGN OFF THE CONDITIONS, BUT NO NEED TO HOLD UP ISSUANCE OF OTHER PERMITS. JSH 07/29/96 ..COND #3, A STREET OPENING PERMIT HAS BEEN ISSUED FOR IMPROVEMENT OF SIDEWALK & APPROACHS ALONG THE WEST SIDE OF S.W. 74TH AVENUE (AN ASSURANCE HAS BEEN POSTED TO ASSURE COMPLETION OF SAID WORK; FUNDS HAVE BEEN POSTED W /CITY TO ASSURE STREETLIGHTING INSTALLATION, ALSO). JSH 07/29/96 ..COND #4, OTHER THAN SUBMITTAL OF PLANS FOR THE WATER QUALITY FACILITY (PENDING YET), THIS CONDITION IS SATISFIED. MR 01/29/97 No C of 0 should be issued for this building until additional parking south of the existing building is constructed. This revision to the original plan was approved as a part of a Minor Mod. to the original approval. Page No. 2 LOG NOTES FOR CASE NO.: SDR95 -0014 JOHN DUNCAN 15995 SW 74TH AVE 07/22/97 By Date Text of log note BDR 03/11/97 NO C OF 0 UNTIL ALL CONDITIONS ARE SATISFIED (DONE) AND THE ENG PERMIT (SOP) HAS BEEN FINALED OUT. ON SITE POND WORK SHALL BE COMPLETED. Page No. 1 CASE HISTORY FOR CASE NO.: ELR97-0085 , ' bilifP1 JOHN DUNCAN `' (,(.) L.� �1lJ LiVU f / 15995 SW 74TH AVE 07/22/97 , !' vI Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By - --- - -- - -- - - --- - -- ELRC001 Application Received 03/21/97 / / 03/21/97 RECD B 03/21/97 DST ELRC003 Permit Created 03/21/97 / / 03/21/97 PASS B 03/21/97 DST ELRC500 (F) Issue permit / / / / 03/21/97 PASS B 03/21/97 DST ELRC700 Ceiling Cover 03/21/97 / / / / 03/21/97 DST ELRC720 Wall Cover 03/21/97 / / / / 03/21/97 DST ELRC731 Elect'l Service 03/21/97 / / / / 03/21/97 DST ELRC799 Elect'l Final 03/21/97 / / / / 03/21/97 DST f r ..771../6") i Page No. 1 CASE HISTORY FOR CASE NO.: ELC97-0114 . Yvy JADCO LTD 15995 SW 74TH AVE 07/22/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By - -- - -- - - -- -- --- ELCC001 Application received 02/27/97 / / 02/27/97 JMH 02/27/97 J *H ELCC003 Permit created 02/27/97 / / 02/27/97 JMH 02/27/97 J *H ELCC115 Routed to Plans Examiner 02/27/97 / / 02/27/97 MIKE HAS REVIEWED PREVIOUS PLANS AND HAS MEMO JMH 02/27/97 J *H DONE FIELD INSPECTION TO VERIFY ISSUANCE OF THIS PERMIT. (CONTACTED BY CELL PHONE AT 1304, 022797.) ELCC500 (F)Issue permit / / / / 02/27/97 PASS JMH 02/27/97 J *H ELCC700 Ceiling Cover 02/27/97 / / 04/08/97 PASS MJR 04/08/97 MJR ELCC720 Wall Cover 02/27/97 / / 03/19/97 PASS MJR 03/31/97 MJR ELCC730 Elect't Service 02/27/97 / / 03/07/97 PASS MJR 03/07/ 7 JR ELCC79 Elect'l Fina 02/27/97 / / 04/14/97 bathroom j -box needs cover DIS MJR 04/14/97 MJR kit and stage plugs not energized no to -volt permit for security data plugs need covers k://j Page No. 1 CASE HISTORY FOR CASE NO.: MEC97 -0101 JOHN DUNCAN 15995 SW 74TH AVE 07/22/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By - - -- --- -- - ----- - -- MECC007 Application received / / / / 04/18/97 RECD B 04/23/97 BON MECC008 Permit created / / / / 04/23/97 PASS B 04/23/97 BON MECC015 Routed to Plans Examiner / / / / 04/23/97 PASS B 04/23/97 BON MECC017 Plan Review Ltr. to Ofc. Svcs. 04/24/97 / / 04/24/97 PEND RDP 04/24/97 RDP MECCO25 Reviewed Plans Routed to DSTS 04/24/97 / / 05/09/97 APPR RDP 05/09/97 RDP MECC705 Gas Line Insp 04/24/97 / / / / 04/24/97 RDP MECC710 Mechanical Insp 04/24/97 / / / / 04/24/97 RDP MECC715 Heating Unt Insp 04/24/97 / / / / 04/24/97 RDP MECC750 Fire Damper Insp 04/24/97 / / / f 04/24/97 RDP MECC799 Final Inspection 04/24/97 / / / / 04/24/97 RDP 144 \\ (?!:1 I N 41CLIVICACA4) 0 $` -2) 0q .it)84)Cf r Page No. 1 CASE HISTORY FOR CASE NO.: ELC96-0614 JOHN DUNCAN 1rJ 15995 SW 74TH AVE 07/22/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By - - -- --- -- --- - -- --- ELCC001 Application received / / / / 09/26/96 RECD CJS 09/26/96 CJS ELCC003 Permit created / / / / 09/26/96 PEND CJS 09/26/96 CJS ELCC115 Routed to Plans Examiner / / / / 09/26/96 ROUT CJS 09/26/96 CJS ELCC120 Plans Approved /Routed to DSTs / / / / 09/27/96 no field copy, only one copy submitted PASS MJR 09/27/96 MJR ELCC500 (F)Issue permit / / / / 09/27/96 PASS CJS 09/27/96 CJS ELCC510 (F)Reprint permit / / / / 09/27/96 09/27/96 CJS ELCC720 Wall Cover 09/26/96 / / / / 09/26/96 CJS ELCC725 Under round Cover 09/26/96 / / / / 09/26 JS ELCC730 ct'l Service 09/26/96 / / 10/09/96 (PASS MJR 10/10/96 MJR Ele ) ELCC799 Elect'l Final 09/26/96 / / / / 09/26/96 CJS r ed • 1P 07/22/97 10:59 T2503 684 7297 CITY OF TIGARD ei 001 4• 4 1 f 4.1 4 1 1 1 4.4 1 1 6 1 1 1 k4 1 1 1 1 1 : ** ACTIVITY REPORT 4••1.4. :k •f 4• •f• 4• •f 4. 1 x 4 4 :1 1 1 f E 1 1 f 1 E 1 1 1 1 1 4 TRANSMISSION OK TX /R\ NO. 1507 CONNECTION TEL 503 624 2723 CONNECTION ID START TIME 07/22 10:54 USAGE TIME 04'54 PAGES 9 RESULT OK 4' CITY OF TIGARD SETTING THE STANDARD FOR SERVICE EXCELLENCE OREGON To: JOHN DUNCAN Company: JADCO Phone: 684 -0044 Fax: 624-2723 From: JEANNE TEMPLE EXT. 310 Company: City of Tigard Phone: (503) 639 -4171 Fax: (503) 684-7297 Date: 7/221'97 Pages including this page: 9 COMMENTS: RE: YOUR INSPECTION REQUEST FOR TODAY; BUP95 -0507 AT 15995 SW 74TH AVE We are unable to provide final inspections because of the following: All conditions of SDR95 -0014 have not been met. See following log notes and conditions. Conditions #3, #4, #8 have only been partially met. Contact John Hagman and Brian Rager in the Engineering Dept for further information. The 1/29/97 loz note by MR [Mark Rnhert 1 Plhnnina Tlant_l_ .,nfnra t€ ..f n ................ n..�� ..� Page No. 1 CASE HISTORY FOR CASE NO.: BUP95 -0507 JOHN DUNCAN 15995 SW 74TH AVE 08/01/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By - --- - -- -- - - - - -- - -- BUPC007 Application received / / / / 12/01/95 PASS JSD 12/12/95 JD BUPC008 Permit created / / / / 12/12/95 PASS JSD 12/12/95 JD BUPC010 Check for prcl. restrict. / / / / 12/12/95 PASS JSD 12/12/95 JD BUPC015 Plans routed to Plans Examiner / / / / 12/12/95 PASS JSD 12/12/95 JD BUPC018 Plan Review Ltr. to Ofc. Svcs. / / / / 01/16/95 PEND JHF 01/16/96 JHF BUPC018 Plan Review Ltr. to Ofc. Svcs. 04/09/96 / / 03/22/96 JHF 04/09/96 JHF BUPC018 Plan Review Ltr. to Ofc. Svcs. 04/09/96 / / 03/04/96 JHF 04/09/96 JHF BUPCO20 Revised Plans Received / / / / 03/19/96 JHF 04/09/96 JHF BUPCO20 Revised Plans Received 04/09/96 / / 04/05/96 JHF 04/09/96 JHF BUPCO20 Revised Plans Received 04/09/96 / / 03/05/96 JHF 04/09/96 JHF BUPCO24 Plans Approved /Routed to DSTs / / / / 04/08/96 APPR JHF 04/09/96 JHF BUPCO29 DST Post Review Completed / / / / 04/11/96 Need CCB info and indication whether TIF PASS JSD 05/03/96 JD will be paid or deferred. This and SIT95 -0035 are on "hold" pending SDR95 -0014 authorization. jsd On May 3, 1996 this was moved to the "holding" area near Jill's work area due to the log notes indicating revised plans may be en route to engineering. jsd BUPC100 (F) Issue permit / / / / 07/23/96 PASS JDA 07/23/96 JDA BUPC460 Devel review cond. met / / / / / / 12/12/95 JD BUPC705 Foot /Found Insp 01/16/96 / / 06/24/96 PASS TLP 12/26/96 BT2 BUPC715 Struc Steel Insp 01/16/96 / / / / 01/16/96 JHF BUPC725 Slab Insp 01/16/96 / / / / 01/16/96 JHF BUPC727 Masonry Insp 01/16/96 / / 08/08/96 SPEC INSP BY CTI NOTE GS 08/09/96 GES BUPC740 Framing Insp / / / / 10/04/96 roof only PASS TLP 02/10/97 TLP BUPC740 Framing Insp / / / / 02/07/97 see inspection card PART TLP 02/10/97 TLP BUPC742 Roof naiing Insp 01/16/96 / / 10/04/96 PASS TLP 10/14/96 TLP BUPC742 Roof naiing Insp / / / / 10/28/96 PASS TLP 11/05/96 TLP BUPC750 Insulation Insp 01/16/96 / / 02/11/97 PASS RB 02/11/97 RB BUPC757 Shear Wall Insp 01/16/96 / / / / 01/16/96 JHF BUPC758 Firewall Insp 01/16/96 / / / / 01/16/96 JHF BUPC760 Gyp Board Insp 01/16/96 / / / / 01/16/96 JHF BUPC762 Susp Ceilng Insp 01/16/96 / / / / 01/16/96 JHF BUPC763 Reinforced concrete final rept 01/16/96 / / / / 01/16/96 JHF BUPC764 Bolts in concrete final report 01/16/96 / / / / 01/16/96 JHF BUPC768 Structural welding final reprt 01/16/96 / / / / 01/16/96 JHF BUPC769 High strength bolts final rept 01/16/96 / / / / 01/16/96 JHF BUPC770 Structural masonry final reprt 01/16/96 / / / / 01/16/96 JHF BUPC774 Engineered grading final reprt 01/16/96 / / / / 01/16/96 JHF BUPC782 Sprinkler Underslab Inspection 04/09/96 / / / / 04/09/96 JHF Page No. 2 CASE HISTORY FOR CASE NO.: BUP95 -0507 JOHN DUNCAN 15995 SW 74TH AVE 08/O1A97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ---- --- -- ------ --- BUPC797 Appr /sdwlk Insp 01/16/96 / / 12/16/96 APPROACH AREAS. PASS PI 12/18/96 RB BUPC798 Misc. Inspection 01/16/96 / / / / 01/16/96 JHF BUPC799 Final Inspection / / / / 05/17/97 PASS TLP 05/27/97 TLP Construction In & Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone (503) 684 -3460 March 7, 1995 FAX (503) 684 -0954 CTI #96 -4905 John Duncan X6161 5 1- 605-5-S. W . 74th Ave. Tigard, Oregon 97224 GEOTECHNICAL SITE REVIEW NEW WAREHOUSE AND OFFICE BUILDING - JADCO TIGARD, OREGON At your request, Carlson Testing Inc. (CTI) has reviewed the site and the proposed building plan. This letter summarizes the observed conditions and our geotechnical evaluations. BACKGROUND Site Conditions The property is located on the west side of S.W. 74th Ave., east of Fanno Creek. At the time of our visit, the warehouse and office pads were covered with approximately 12 to 18 inches of 3 " -0 crushed aggregate. No compaction tests have been performed on the rock. The site has also been filled in the past with a variety of imported material. The deepest portion of the fill is at the west side of Office #1 on the slope to Fanno Creek (12+ feet). Proposed Construction Based on our review of the Site Plan, provided by Nicoli Engineering, Inc., a new warehouse with two joint offices is planned for the site. The new 8,360 ft warehouse will be a single - story masonry (CMU) building with concrete slab -on- grade. The two adjacent offices will be two - story, wood- framed structures founded on spread foundations. Office #1 is approximately 932 ft per floor while Office #2 is rough 1,873 ft OBSERVATIONS CTI excavated one test pit to a depth of approximately 8 feet at the top of the slope on the west side of office #1. The slope consists of soil fill with, concrete, asphalt, and gravel The fill is not well compacted and becomes looser towards the slope face. Based on our observations, the fill may be greater than 12 feet in depth. CONCLUSIONS AND RECOMMENDATIONS Based on our findings, the fill slope at the west side of Office #1 is considered potentially unstable. We suggest deepening the foundation wall 4 to 5 feet and supporting the end on drilled caissons. CTI should review the caisson bottoms and all footing excavations prior to placement of reinforcement and concrete. GENERAL NOTES This report was prepared solely for the Owner and Engineer for the design of the project. We encourage its review by bidders and /or the Contractor as it relates to factual data only (test pits and laboratory data). The opinions and recommendations contained within the report are not intended to be nor should they be construed to represent a warranty of subsurface conditions but are forwarded to assist in the planning and design process. 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. We would be pleased to provide additional input, as necessary, during the design process and to provide on -site observation and testing during construction. Please feel free to contact us for this work as well as for any questions you might have regarding this report. Sincerely, CARLSON TESTING, INC. By By i a Y Y Brian D. Leach, E.I. / James D. lmbrie, P.E. Engineering Associate Geotechnical Engineer cc: Nicoli Engineering, Inc. - Jim Andrews , 60P t Plan Review # /,Z _. o / CITY F TIGARD Date OREGON Structural Special Inspections The owner or architect or engineer of record shall complete Parts B & D of this form and then return it to the Building Division for approval prior to issuance of a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for contractor design items.) S 9�� Project Address: *W 6. 4 14 Project Name: 3oHM t'juticp,(s4 $ult,blM Architect of Record (Firm): Phone No: Engineer of Record (Firm): h4 ‘1,06,‘ p4(.2I (xi Phone No: (p'? — 4000 The following special inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Code Chapter 14.06.010 - 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Building Division. A. � Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel r,sa Structural Masonry, f'm = 15 0 0 Field Welding ❑ Fireproofing ":4 Shop Fabrication 0 Other 5 .c r S C J - j B. Indicate the special inspector or approved testing agency to perform the special inspections noted in Part A above, including addresses and phone- numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit a final signed report to the Building Division stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the U.B.C. (see U.B.C. 7015 for soils special inspection final report requirements). Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. X C A' - t... tIA " t VS 1to(al — 1oL -- 34 GPO C. 13'1 Structural Site Observation by Engineer of Record D. The owner hereby agrees to employ the special inspector, approved testing agency and /or engineer for the above -noted special inspections and /or structural observation. • # ( 44+^ Signat 'f Owner Print Name t} C?1t tDUOC'`t"-1 Phone No. LAS " 0 44 • 0 Date ' . 1 2-M -'1 (0 Firm � "�� wsi ax Structural Plans Examiner signature 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • • I January 17, 1996 CITY F TI :•,' OREGON Nicoli Engineering P.O. Box 23784 Tigard, OR 97281 Re: JOHN DUNCAN BUILDING 1 cqq- 16055 SW 74th PC12 -01C BUP95 -0507 The plans and specifications have been reviewed for conformity to applicable codes. Please submit four (4) sets of revised plans and specifications incorporating the following requirements: J Site V if 1 Provide a soils report substantiating the soils bearing ��if pressure used for load transfer. li lv Complete the enclosed Special Inspection form and return to this office. Copies of all inspection reports shall be filed with this office continually during construction. A final signed report must be on file before occupancy will be permitted [OSSC, Section 306(c)]. /`" Provide amended site plans for each set. Accessibility Doors accessible for persons with disabilities shall have an 18" —wide maneuvering space adjacent to the latch side of the door [Section 3109(i) 3, Table 31E and Figure 25]. Doors having closer and a latch shall have a latch side approach of 18" on the pull side and 12" on the push side for a front approach [Section 3109(1-3) and Table 31F] . Provide clearance at Door 1, Office 100. ,•l R An elevator is required to each second floor office [OSSC, \ ) 5, Section 3108(c)]. It is not the intention of the State d� Building Codes Agency to permit separations of a building to circumvent ORS 447 -247 (2). Energy / . Submit a completed Form 2a (Summary sheet) from an Energy Code Compliance Manual (Revi ed January 1993). NOTE: Include relevant compliance forms and documentation. (e " ) , , e / 1 , • 7 4/VL /' 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 Nicoli Engineering January 17, 1996 pg. 2 V.For P slab-on-grade floors, the perimeter of the floor shall be g insulated with a thermal resistant material, no less than R -4. The insulation shall extend downward form the top to the bottom of the thickened slab (footing) [Section 5303(d)4]. Fire and Life Safety 1 71P. Provide the floor plan for each floor showing office, storage, common areas, and conference rooms. Ai W A Two exits are required from the second floor, separated by a Y i distance equal to one -half the length of the maximum overall d I.L 0 L S diagonal dimension of the area to be served [OSSC, Section 17 / 1 / 3303 (c) ] . Provide Type 2 -A fire extinguishers throughout the building so that the maximum travel distance to a unit does not exceed 75 feet [NFPA 10- 3.2.1] . 0' Openings are not permitted within five feet of the property. Relocate scuppers from N.E. wall. jet Lei` A separate permit is required for high -pile combustible "tr)-) storage. g l) Clearly indicate all required exits, except the main entrance, with illuminated exit signs. Provide secondary power to one lamp in each fixture [Section 3314]. Structural 141.' Provide the Sheet S1.4 referenced in the plans. Provide permit ready sheets S1.3 and S1.5. 1• Provide structural calculations and design specifications for: A. Steel columns shown in 10/S2.1. B. Connection of supporting elements and roof and second floor diaphragm connections to C.M.U. walls. C. C.M.U. walls. D. Footings and steel reinforcement. E. Drag structure and connections. F. Lateral and diaphragm bracing. �� 6.i.k ( ,a 1� �'�' . Provide design specifications for TJI i�ion, i.e., crush blocks, blocking, and rim joist material supporting wall and roof loads. See 2/4.2. Jim Nicoli January 17, 1996 pg. 3 4 What type of roof and floor joist used? Sheet 4.1 specifies TJL whereas 4.2 specifiesI's. A Provide cross - section B /4.1. Mechanical Provide a mechanical plan for review and approval prior to issuance of a permit. Illustrate size and location of all roof -top units. Submit an engineer's calculations for additional loading of rafters or trusses. V Each individual roof - mounted HVAC shall be permanently labeled as to the areas it serves [Section 504(e)]. In addition, each unit shall be equipped with a power disconnect and a 120 -volt eceptacle shall be located within 25' of each unit [Section 4// / / 109]. . The attachment of permanent equipment (HVAC) supported by the building's structural components shall be designed to resist the total design seismic forces prescribed in Section 2336(b) of the Structural Specialty Code. Provide an engineer's design specifying attachment requirements [SSC Section 302 (b) ] . Plumbing Roof storm drainage piping must be connected to an approved storm drainage system [Section 3207 and 2905(f) and OPSC Section 1401] . If you wish to discuss any of these items, please give me a call. Sincerely, James Funk Plans Examiner enclosure bup95- 0507 \pc12 -01c } Plan Review # /,Z _ o Date CITY OF TIGARD OREGON Structural Special Inspections The owner or architect or engineer of record shall complete Parts B & D of this form and then return it to the Building Division for approval prior to issuance of a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for contractor design items.) Project Address: Project Name: Architect of Record (Firm): Phone No: Engineer of Record (Firm): Phone No: The following special inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Code Chapter 14.06.010 - 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Building Division. A. ❑ Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel Structural Masonry, fm = ❑ Field Welding ❑ Fireproofing ❑ Shop Fabrication Other ,<), , , ,t' , B. Indicate the special inspector or approved testing agency to perform the special inspections noted in Part A above, including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit a final signed report to the Building Division stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the U.B.C. (see U.B.C. 7015 for soils special inspection final report requirements). Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. X C. ❑ Structural Site Observation by Engineer of Record D. The owner hereby agrees to employ the special inspector, approved testing agency and /or engineer for the above -noted special inspections and /or structural observation. Signature of Owner Print Name Phone No. Firm Date Structural Plans Examiner signature :o« 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 ; Q �. March 5, 1996 CITY OF T - k fr OREGON • Carlson Testing Company, Inc. PO Box 23814 Tigard, OR 97281 PERMIT NO: BUP95 -0507 OWNER: /John Duncan PROJECT ADDRESS: I Sl^y.5 —161155-SW 74th PROJECT DESCRIPTION: Office/Warehouse TYPES OF SPECIAL INSPECTION: Structural special inspections. Dear Mr. Leach: The owner has notified us that he /she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents, and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you inspect. (See U.B.C. 7015 for soils special inspection final report requirements). if you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this job. Should you have any questions, please call the Building Division at (503) 639 -4171. Sincerely, J m Funk Building Division Enclosure f : \worcf,otrfy.doc 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • Plan Review # /,Z - CI / Date CITY OF TIGARD OREGON Structural Special Inspections The owner or architect or engineer of record shall complete Parts 8 & D of this form and then retum it to the Building Division for approval prior to issuance of a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for contractor design items.) Project Address: jJ 6. W, 14 Project Name: 30 1...1 nu IcAM cult -btN Architect of Record (Firm): Phone No: Engineer of Record (Firm): N 16_0lrl 5 14 6/1 1.Aej =. Phone No: (,r).:? -2006, The following special inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Code Chapter 14.06.010 - 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Building Division. A. 'V3 Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel Structural Masonry, fm = 1 ^ 0 • Field Welding ❑ Fireproofing • 21 Shop Fabrication I Other ch r !? - 1 B. Indicate the special inspector or approved testing agency to perform the special inspections noted in Part A above, including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit a final signed report to the Building Division stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the U.B.C. (see U.B.C. 7015 for soils special inspection final report requirements). Items not in conformance, unresolved items or any discrepancies in inspection coverage (Le., missed inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. C. 4 Structural Site Observation by Engineer of Re =rd D. The owner hereby agrees to employ the special inspector, approved testing agency and/or engineer for the above -noted special inspections and/or structural observation. Signal re f Owner Print Name ()-- ; Qt- 1N6,t1" Phone No. !) '- -- DSO -, Firm �'t�F'� Date = •`1 Structural Plans Examiner signature SIM 00C 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 l'7t. D (503) 684 1 w q -0 7 _ r ( i h j j ' l 3 CITY OF TIGAR April 9,1996 } : OREGON } Carlson Testing Company, Inc. PO Box 23814 Tigard, OR 97281 PERMIT NO: BUP95-0507 OWNER: John Duncan PROJECT ADDRESS: 1 5 T,5<0955 74th Avenue - PROJECT DESCRIPTION: Whse & Manuf. TYPES OF SPECIAL INSPECTION: Structural special inspections. See attached. Dear Mr. Leach: The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents, and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. FS As the regulatory agency, the City requires that you do the following: ! ._ 1. Submit copies of all inspection reports promptly IQ, the Building Division, architect, engineer, I and the contractor. kk 2. Maintain one copy of each field report at the job site. F t - • 3. Submit a final report at the completion of each category of work that you inspect. (See i' U.B.C. 7015 for soils special inspection final report requirements). = 4. If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this job. Should you have any questions, please call the Building Division at (503) 639- 4171. Sincerely, fit .f-it'21'e F4 rA Jim Funk ki Building Division 4 Enclosure ., =fi t: \wordlnotify.doc r A 4 5 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 4 i : , Plan Review • , - tL CITY OF TIGARD , Date OREGON , . Structural Spada" Inspections The owner or architect or engineer of record shat" to Parts 8 & D of this form and then return it to the Building Division note that a separate sods special inspection form may be required - for approval 1?� to issuance of a building permit. (Please and additional special inspections may be required for contractor design items. ) Project Address: 444 5 6. td.. '14111' Project Name: JOHN Du NGAN $4111.blH . Architect of Record (Finn): Phone No: Engineer of Record (Firm): N ‘601 W1641 t- 1r.C2.I t4 G1 Phone Na 4s 2O - 0.0010 and observations; shall be according to the State Building Code and the j , C re offf�o gw s special Code Chapter 14.06.010 - 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Buiding Division. A. 'l Reinforced Concrete- ❑ Prestressed Concrete ❑ Structural Steel 0 Structural Masonry, fm - 15 0 0 • 13 Fireproofing Iii • Freud Welding �� l • Shop Fabrication ° , 0 Other $J e r 1- s 0 - I B. Indicate 'the special inspector or approved testing agency to perform the special inspedions noted in Part A above, 1 induding addresses and phone- numbers. Submit names, qualifications and certifications of the special inspectors The special inspector or inspection agency shall submit a final signed report to the Building Div is i on that ail item* requiring requiring special inspection ani nd to the project. and testing were fulfilled and reported and, to the best of his/her Div in conformance with the approved design drawings. specifications, approved change orders and the 7- of the U.B.C. (see U.B.C. 7015 for sods special inspection final report requirements). unresolved items or any drsaepancies in coverage (Le., missed eons. Items not in conformance, . periodic when continuous was required, etc.) shall be specifically itemized in this report. C. gr Structural Site Observation by Engineer of Record D. The owner hereby agrees to employ the special inspector,approved testing agency for engineer for the above -noted special inspections and/or structural observation. _ . N .--� Sig .1 : t Owner Paint Name J Q11N tDt,lN(,/ Phone No. UP)* t)044 -.` Firm N.A. Date 'Z- 1- • a) (p : 1 Structural Plans Examiner signature 1, 13125 SW Holt 8t Tigard OR 97223 (503) 639-4171 TDD (503) 684-2772 3/1/2000 Activities for Case #: BUP95 -00507 4g cC 1:02:41 PM I / L G ∎ 1- ) ! Assigned Hold Upd ` Activity Description Date 1 Date 2 Date 3 To Done By Disp. Level By Updated_Notes_. BUPC007Application received 12/1/1995 JSD PASS TLP 2/2/1999 BUPC008 Permit created 12/12/1995 JSD PASS JD 12/12/1995 BUPC010 Check for prcl. restrict. 12/12/1995 JSD PASS JD 12/12/1995 BUPC015 Plans routed to Plans Examiner 12/12/1995 JSD PASS JD 12/12/1995 BUPC018 Plan Review Ltr. to Ofc. Svcs. 1/16/1995 JHF PEND JHF 1/16/1996 BUPCO20 Revised Plans Received 3/19/1996 JHF JHF 4/9/1996 BUPCO24 Plans Approved /Routed to DSTs 4/8/1996 JHF APPR JHF 4/9/1996 BUPC460 Devel review cond. met JD - 12/12/1995 BUPC740 Framing lnsp 10/4/1996 TLP PASS TLP 2/10/1997 roof only BUPC799 Final Inspection 5/17/1997 TLP PASS TLP 5/27/1997 r ` BUPC705 Foot/Found Insp 1/16/1996 6/24/1996 TLP PASS BT2 12/26/1996 ,j� �] ( BUPC715 Struc Steel Insp 1/16/1996 JHF 1/16/1996 7 BUPC725 Slab lnsp 1/16/1996 JHF 1/16/1996 BUPC727 Masonry Insp 1/16/1996 8/8/1996 GS NOTE GES 8/9/1996 SPEC INSP BY CTI BUPC742 Roof naiing Insp 1/16/1996 10/4/1996 TLP PASS TLP 10/14/1996 BUPC750 Insulation Insp 1/16/1996 2/11/1997 RB PASS RB 2/11/1997 BUPC757 Shear Wall Insp 1/16/1996 JHF 1/16/1996 BUPC758 Firewall Insp 1/16/1996 JHF 1/16/1996 BUPC760 Gyp Board Insp 1/16/1996 JHF 1/16/1996 BUPC762 Susp Ceilng Insp 1/16/1996 JHF 1/16/1996 BUPC764 Bolts in concrete final report 1/16/1996 JHF 1/16/1996 BUPC763 Reinforced concrete final rept 1/16/1996 JHF 1/16/1996 BUPC768 Structural welding final reprt 1/16/1996 JHF 1/16/1996 BUPC769 High strength bolts final rept 1/16/1996 JHF 1/16/1996 BUPC770 Structural masonry final reprt 1/16/1996 JHF . 1/16/1996 BUPC774 Engineered grading final reprt 1/16/1996 JHF 1/16/1996 BUPC797 Appr /sdwlk Insp 1/16/1996 12/16/1996 PI PASS RB 12/18/1996 APPROACH AREAS. BUPC018 Plan Review Ltr. to Ofc. Svcs. 4/9/1996 3/22/1996 JHF JHF 4/9/1996 BUPCO20 Revised Plans Received 4/9/1996 4/5/1996 JHF JHF 4/9/1996 BUPC018 Plan Review Ltr. to Ofc. Svcs. 4/9/1996 3/4/1996 JHF JHF 4/9/1996 BUPCO20 Revised Plans Received 4/9/1996 3/5/1996 JHF JHF 4/9/1996 Page 1 of 2 • 3/1/2000 Activities for Case #: BUP95 -00507 1:02:41 PM Assigned Hold Updated Activity Description Date 1 Date 2 Date 3 To Done By Disp. Level By Updated Notes BUPC782 Sprinkler Underslab Inspection 4/9/1996 JHF 4/9/1996 BUPCO29 DST Post Review Completed 4/11/1996 JSD PASS JD 5/3/1996 Need CCB info and indication whether TIF will be paid or deferred. This and SIT95 -0035 are on "hold" pending SDR95 -0014 authorization. jsd On May 3, 1996 this was moved to the "holding" area • near Jill's work area due to the log notes indicating revised plans may be en route to engineering. jsd BUPC100 (F) Issue permit 7/23/1996 JDA PASS JDA 7/23/1996 • BUPC742 Roof naiing Insp • 10/28/1996 TLP PASS TLP 11/5/1996 BUPC740 Framing lnsp 2/7/1997 TLP PART TLP 2/10/1997 see inspection card BUPC070 HOLD FOR * * * * * * * * * * * * * * * * * * * ** 8/6/1997 JT JMT 9/13/1999 per Tom Plescher, hold CIO until he receives final grading report and structural masonry report PER JILLA NO C of 0 until deferred TIF is paid Paid TIF fees 2/5/99. Receipt #99- 312738. Bon 9/13/99 - Notified Hap that this still hasn't been case finaled BUPA865 Request inspection research .2/15/2000 JMT DONE No Hold JMT 2/15/2000 SECOND NOTICE • • • • Page 2 of 2 3,40 Page No. 1 CASE HISTORY FOR CASE NO.: BUP95 -0507 JOHN DUNCAN 15995 SW 74TH AVE 02/02/99 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By I BUPC007 Application received / / / / 12/01/95 / 40 PASS JSD 12/12/95 JD BUPC008 Permit created / / / / 12/12/95 I I PASS JSD 12/12/95 JD BUPCO10 Check for prcl. restrict. / / / / 12/12/95 / !, PASS JSD 12/12/95 JD BUPC015 Plans routed to Plans Examiner / / / / 12/12/95 TV ' _ PASS JSD 12/12/95 JD BUPC018 Plan Review Ltr. to Ofc. Svcs. / / / / 01/16/95 PEND JHF 01/16/96 JHF BUPCO18 Plan Review Ltr. to Ofc. Svcs. 04/09/96 / / 03/22/96 61:11 / BUPCO18 Plan Review Ltr. to Ofc. Svcs. 04/09/96 / / 03/04/96 JHF 04/09/96 JHF BUPCO20 Revised Plans Received / / / / 03/19/96 1 I JHF 04/09/96 JHF BUPCO20 Revised Plans Received 04/09/96 / / 04/05/96 JHF 04/09/96 JHF BUPCO20 Revised Plans Received 04/09/96 / / 03/05/96 JHF 04/09/96 JHF BUPCO24 Plans Approved /Routed to DSTs / / / / 04/08/96 APPR JHF 04/09/96 JHF BUPCO29 DST Post Review Completed / / / / 04/11/96 Need CCB info and indication whether TIF PASS JSD 05/03/96 JD will be paid or deferred. This and . SIT95 -0035 are on "hold" pending SDR95 -0014 authorization. jsd On May 3, 1996 this was moved to the "holding" area near Jill's work area due to the log notes indicating revised plans may be en route to engineering. jsd BUPC070 HOLD FOR * * * * * * * * * * * * * * * * * * * ** / / / / 08/06/97 per Tom Plescher, hold 0/O until he JT 08/22/97 JDA receives final grading report and structural masonry report PER JILLA NO C of 0 until deferred TIF is paid BUPC100 (F) Issue permit / / / / 07/23/96 PASS JDA 07/23/96 JDA BUPC460 Devel review cond. met / / / / / / 12/12/95 JD BUPC705 Foot /Found Insp 01/16/96 / / 06/24/96 PASS TLP 12/26/96 BT2 BUPC715 Struc Steel Insp 01/16/96 / / / / 01/16/96 JHF BUPC725 Slab Insp 01/16/96 / / / / 01/16/96 JHF BUPC727 Masonry Insp 01/16/96 / / 08/08/96 SPEC INSP BY CTI NOTE GS 08/09/96 GES BUPC740 Framing Insp / / / / 10/04/96 roof only PASS TLP 02/10/97 TLP BUPC740 Framing Insp / / / / 02/07/97 see inspection card PART TLP 02/10/97 TLP BUPC742 Roof nailng Insp 01/16/96 / / 10/04/96 PASS TLP 10/14/96 TLP BUPC742 Roof nailng Insp / / / / 10/28/96 PASS TLP 11/05/96 TLP BUPC750 Insulation Insp 01/16/96 / / 02/11/97 PASS RB 02/11/97 RB BUPC757 Shear Wall Insp 01/16/96 / / / / 01/16/96 JHF BUPC758 Firewall Insp 01/16/96 / / / / 01/16/96 JHF BUPC760 Gyp Board Insp 01/16/96 / / / / 01/16/96 JHF BUPC762 Susp Ceilng Insp 01/16/96 / / / / 01/16/96 JHF BUPC763 Reinforced concrete final rept 01/16/96 / / / / 01/16/96 JHF BUPC764 Bolts in concrete final report 01/16/96 / / / / 01/16/96 JHF I Page No. 2 CASE HISTORY FOR CASE NO.: BUP95 -0507 JOHN DUNCAN 15995 SW 74TH AVE 02/02/99 Action Description Reg/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By BUPC768 Structural welding final reprt 01/16/96 / / / / 01/16/96 JHF BUPC769 High strength bolts final rept 01/16/96 / / / / 01/16/96 JHF BUPC770 Structural masonry final reprt 01/16/96 / / / / 01/16/96 JHF BUPC774 Engineered grading final reprt 01/16/96 / / / / 01/16/96 JHF BUPC782 Sprinkler Underslab Inspection 04/09/96 / / / / 04/09/96 JHF BUPC797 Appr /sdwlk Insp 01/16/96 / / 12/16/96 APPROACH AREAS. PASS PI 12/18/96 RB BUPC798 Misc. Inspection 01/16/96 / / / / 01/16/96 JHF BUPC799 Final Inspection / / / / 05/17/97 PASS TLP 05/27/97 TLP