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7333 SW BONITA ROAD-4 ADDRESS : JAZI. cw _. Bonlok R-Oojel i lrecordslmicroflrnitargets\building da,, Paper I of 10 Source Control SerWes Uepodraunt AWE.Mah.S4,00 2W Hlkbom,Oropun 9712:1 (1103)693-&41 NON-SIGNIFICANT (1103)"15.8874rAt INDUSTRIAL USER DISCHARGE PERMIT Permit No:. 1 11-1211-1 1 raatment Plant: Durham Map/Tax No:231 1261 .tJQQ SIC No.(s): L64Z76.51 Effective Date: 11/08/94 _ Expiration Date: 103--01-96 In accordance with the provisions of Unifled Sewerage Agency's Resolution& Order 92.60, or as amended, flon1Ca Packa&Jmg Productu !7�ermlfM��►r�nrlJ -.-.._�_��_... 13133 SW tlon),t.a ltd. , Tk3ar.d, OF, Slit' (PermlflM's location address) (herein known as Permittee)Is hereby authorized to discharge industrial wastewater from the above Identified facility, and through the dischs ge points identified In Section i.A., Inio the Unified Sewerage Agency's sanitary sewer system in accordance with the conditions set forth In this permit. Compliance with this poil is does not reilevn the Permittee of Its obligation to comply with any or all applicable pretreatment regulatluns, standards or requirements under local, State, and Federal laws, Icrluding any such regulations, standards, requirements,or laws that may become effective during the term of th!s permit. Noncom- pliance with any term or condition of this permit,or any compliance schedule,shall constitute a violation of the Unified Sewerage Agency's sewer use ordinance(s),and may be grounds for administrative action or enforcement nm,eedings Including civil or criminal ponalties, Injunctive relief, and summary abatement. In ne ;;ase shall this permit be transferred to another owner, partnership or corporation without prior written permission from the Agency. Permltriees wishing to iranster a permit to u new owner must notify the Agency In I writing at least 60 days In advance of any lronsfor. WrIlW.notification must Include Information by the new owner which certifies the new o,�,vner's Intent not to change the facility's operations or processes, Identifies i the specify date on which the tra_^rfer Is to occur, and acknowledges full responsibility for complying with the wastewater discharge permit. The new ownar/operator shall be provided a copy of this permit by the previous owner/operator. Failure to provide advance notice of a transfer renders the wastewater permit voidable on the date of the owner- ship wnership transfer. if the Pern ilttee wishes to cont!nue to discharge after the expiration date of this permit, an application may be required for renewal a minimum of 90 days prior to the expiration dot(, In accordance with the requirements of the Agency's Resolution& Order 92-60, Sections 3.03 and 3.11,or as amended. By: USource Co roe Manager lesued this Oth day of November , 19 1111~0rw We USA. Green.Industry, Conry•CIty, Pink•A000unting, Goldenrod Wal loan 0293 38 Pte. 2 of 10 unn1�8w++rt0��^�Y 3okrc•Control Bervk:es Department 400 E.Win.Oune 21)C) HINeboro,Oregon 97123 (6M)693A641 SECTION 1 (503)e4 WWII FAX MONITORING REQUIREMENTS/EFFLUENT LIMITATIONS I.A. During the off octive period of this permit,the Permitt9e Is authorized to discharge process wastewater from the outfalls listed below: Outfall Number Description(Aw to diagrams on Pwo to op'lo) 001 Fracewe v4stevater from plicito developer , err tr t inq Xjrf.4PF vA:rh down, and lnit splitter . 002 The dischb,ge from the above Identified outfalls shall not exceed the following effluent limitations. The Permittee shall monito,and report the above Identified outfalls for the fallowing parameters, at the indicated frequency: Effluent Sample LlmNations Parameter Storet Units* Outfall Fre uonc Type DM I MA ph Nin 400 001 Each Hitch drab 6.5 N/A P14 Max too 001 Each Patch Grab 10. 0 N/A Cu (x) 104:' 001 Biannual Grab 4.4 N/A pr (71 1051 001 Piannup.l arab 0.7 N/A A1077 001 Hon hl11Y Drab 1 . 3 N/A �,11f4.li.�►R,l.. ��,,1.],,1C�f.11��1�.1. ] N-7lurjefn a to of quantities a�.d pH of each batch discharged. 2 . $ataGllzlh maintenance program for silver recov.,Rry system which Includes rsctlednled maintenance of the syatow and cr upletet rerordkeept+►(1 . 'ntOR,unless otherwise specified 1.8.Applicable Regulations: 40 t.'F R V a i t. 41) + I.C. In the event compliance monitoring shows any constituent regulated under local limits to be approaching tha lirilt, addNlonal sampling and testing will be required to assure compliance with 40 CFR Part 403. gsvfsed OWW white USA, (i1 sen Industry, Canary-C11y, Pink-A=ontlno, Ooldsnrod-WOL Form OW40 i v !' a page unllbtt tla+vapa ApM,op 3 of 10 tbuw�C.onirW erviem(»poAm•nt 400 E.AM ,Suite 7W Hattfop,Orcuon 91123 (60.7)603 VA I (603)641-614 FAX SECTrON 1 (continued) 1.D. Ail coll6ctlon, preservation, handling and laboratory analyses of samples for compliance monitoring shall be performed In accordance with 40 CFR Part 136, and amendments thereto, unless specified otherwise in this permit, Analytical techniques for additional pollutants not contain6d,n Part 136 must be performed by using validated analy!ical methods approved by EPA and the Agency. I.E. Per 40 CFR Part 403.5(a), (b) and Unified Sewerags Agency's Resolution& Order 92-60, Sections 2.01 and 2.02,or as amended, the Permittee shall not discharge wastewater containing any of the following prohibi- tions from any of their permitted outfalls: GENERAL DISCHARGE. PROHI©►TIONS The Permittee shall not discharge,cause or permit to be d'scharged,directly or Indirectly, any pollutant or wastewater which will cause Irterference or pass through at the treatment plant(s). These general and specific prohibitions apply to all users of the Agency's wastewater system whether r,r not they are subject to Categorical Pretreatment Standards or any other navional, state or local pretreatr,)ent standards or require- ments. SPECIFIC PROHIBITIONS The Permittee may not discharge to the sanitary sewer system any of the specific prohlbitlons as Identified In 40 CFR Part 403,5(b) and Unified Sewerage Agency's Resolution&Order 92.60, Section 2.02,or'as amonrled. Rewood oaa? Wi lte URA, Gran-Industry, canary City, Pink Aconuntlnp, Goldenrod WQI ;'part OW-40 r M 4.. r ' Page llnlMd tiwerepe A"-y 4 of 10 Source Control%, rvk of Oeportnwnt 000 E Mnkr.Bunte 700 Hlkboro,Oregon 07123 00.1,693-JIMI SECTION 2 c503>ant—U14 FAX REPORTING REOUIREMENTS 2A. At least 90 days prior to oommencempnt of discharge, new sources, Iticluding existing users which have changed operations or proc)sses so as to become new sources shall be required to submit a BASELINE_ MONITORING REPORT(Ajency's Industria! Wastewater Discharge Permit Application) per the requirements In 40 CFR Part 400.12(b). 2B. Any Permittee subject io sampling, Wsting and reporting schedules set out In the permit shall submit PERIODIC COMPLIANCE IlEPORTS pier 40 CFR Parte 403.12(e) and (h). The reports are due on the tenth (10th)day of the month following the monitoring sequence Identified In Sectlor, 1, and shall indicate the nature and concentration of all pollutants in Vie effluent for which sampling and analyses were performed, Including mean, fired maximum and average dally flows. All reports and notifications shall be submitted to: Ilnlfled Sewerage Agency Source Control Division 400 Fast Main St., Suite 200 Hillsboro, OR 97123 (503)6.9:3-4541 FAX(503) 693-4884 See Requirements In Section 3 2.C. If the Permittee subject to reporting requirements identified In 40 CFR 403.12(e) (Periodic Compliance Reports) monitors any pollutont more frequently than required by USA,using the procedures specified In 40 CFR Part 136, and samples at a point beyond all p-etreatment,these monitoring results shall be Included In periodic compliance reports. 2..D,1. Accidental Spill Prevention Plan(ASPP) -An ASPI' ay be requ;red for notification of potential problems. This plan, per the requirements in 40 CFR Part 403.6(f), is necessary to assess the emargency planning of the Permittee In case of a slug load or chemical spill in the facility. The report must&.dress the steps the Pormittf,e will take to keep spilled or unused chemicals out of the senhary/storm sewers, either by Intentional or acciden'al release, and Include notification procedures to the Agency. 2.D.2. Spill Notification - In the event of any spill,slug discha,go or problem discharge Into the Agency's treat- ment system, the permiftee shall Immediately (%.,thin 2 hours) notily the Agency by telephone of the Incident and shall provide such Information,4s may be required at that time 10 assess the Impact of the Incident on the Agency's system or on water quality, Within five (6) business days following any such Incident,the permittee shall submit to the Agency a detaller ritten report containing a description of the Incldsnt and Its cause;Its location within the perntlitee's facility;exact datesAlmes of the period of problem discharge and, if not yet cor- rected, the anticipated time the Incident is expected to and;and, steps taken (or planned) to correct the Incident and to reduce,eliminate and prevent occurrences of future Incidents. i 17evbed 0W4J White USA, Green-Industry, Cenery-City, Pink-Aocout Ont, Goldenrod WOt !orm 0993 41 u re Page .Agenoy 5 of 10 SourceConhul SeMce&OepurW*ni 400 E.AAoln,6utle 200 HAbbon.O»pon 07'13 (603)691AU 1 (503)646ae7a FAX SECTION 2.D.2. (c ontinled.) A problem discharge means any upset, slug discharge, spill or accident which results (or may result) In a dis- charge into the Agency's treatment system of a prohibited sub i*tance;or of a reguiated substance in excess of permit limits and which may: (a)cause interference or pass through at the treatment plant;or(b)contrihute to a violation of any requirement of the Agency's NPDES permit; or;c)cause violation of any State or Federal water quality standard. During normal business hours, notifications may be made by calling the .Source Control Division at 693-4541. Emergency notifications may be made after hours/weekends/holidays by calling the duty office► at 784 6229. 2.E. If sampling perforn'ed by the Permittee Indicates permit violation(s), the Permittee shall notify the Aga-lcy within 24 hours of becoming aware of the violation. The Permittee shall also repeat the sampling and analysis and submit the results of the repeat analysis to the Agency within 30 days after becoming aware of the violation per 40 CFR Part 403.12(g). The Permittee must continue the notification and resamplir,g requirement until compliance is achieved. t 2.i". The Permittee shall Immediately report any slgniflcant changas(permanent or temporary) to the premises or operations that cause substantial changes in production, volume or character of the wastewater discharge,or deviates fr(m the terms and conditions of this permit, per the requirements In 40 CFR Paris 403.120) and 403.6(c)(7). Unless emergency conditions prevail,the Agency requires that changes be reported prior to being Implemented. 2.G. Not►fl;adon from the Permittee Is required to the Agency,the EPA RCRA Director, and the Oregon State Na7?;nous Waste Director within 90:;aye of the effective date of a published RCRA ruling,of a discharge(or changed discharge) of either a listed or characteristic hazardous waste to the sanitary sewer, per the require- ments in 40 CFR Part 403.12(p), The Agency requests notIllration even if the results of the hazardous material sampling are submitted on self-monitoring reports (Periodic Compliance Reports). 2.H. An "Upset", and an affirmative defense for such, shall not be allowed under rircumstances where none compliance has been caused by operational error, Improp,dy desl,lned or Inadequate treatment faculties, lack of preventative maintenance, or careless or Improper cperatlon. In case of an upset or upon reduction. loss or failure of Its treatment facility,the permittee shall control production and/or alt discharges to the extent necessary to maintain compliance with applicable pretreatment standards until treatment is restored or an alternative method of treatment Is provided. This requirement also applies in situations where the primary source of power for the treatment facility Is reduced, lost or fails, 2.1. Bypass: the intentional diversion of one or more wastestreams or processes trom any portion of the permit- tee's treatment facility is prohibited per the Agency's Industrial Sewer Use Rules and Regulations R&O 92-60. Hevleee 09M White-USA, Green-Industry, Conary-City, Pink-Acoo;intlnp, Goldenrod-WOI. ram 0999 0 i w +� � Page Unified S of 10 dotace Control fienek,"(sunrtnront 4W E.Moh.6ufio 2W I/fibbcmp,Oregon 97123 ctxul 691AU I 3E.CT ION 3 (W3)6018-014 FAx NOTIFICATION & RECORDKEEPING REQUIREMENTS 3.A. Any Permittee subject to reporting requirements In 40 CFR Part 403.12 shall retain and presorve all recol,'s, books, documents, memoranda, reports, correspondence and any and all summar'.:;s thereof, relating to monitor- Ing, sampling and chemical analyses made by or on behalf of an the Permittee In connection with Its discharge. Such records shall be subject to review by the Agency, and shall Include for all samples: 1) The date, exact place, time, and meths:s of sampling or measurements, and sampling preservation techniques; 2) Who performed the sampling or measurerr►onts; 3) The date(s) the analyses were performed; 4) Who performed the analyses, 5) The analytical technly►ies or methods used;and 6) The results of such analyses. 3.8. The Permittee _hall retain for a -Inimurn o three years all such records defined In Section 3.A. above, and shall make such records available for Inspection and copying by the Agency,the DEO Director and the FPA Reglooal Administrator. This perlod may be extended by the request of the Agency at any time. All records that pertain to matters that are the suL;ect of special orders or any other enforcement or litigation activities brought by the Agency shhli be retained and preserved by the permitee until all enforcement activities have concluded and all prlrlods of Ilmltation with respect to any and all appeals have expired. 3C. For any information taxed to the Agency,the original shall be retained on the permlltee's premises for a minimum of three (3) years;or the original shah be mailed to the Agency as a follow-up to the fax. n n4e*r,oa99 Why* URA, Green htduetry, Conary City, Pink Acoounllnp, Goklonrod WOI rorT 0909 4.1 V " Page umtkw FwwrtQw Ao.,q 7 of 10 :ourr_w Control Services De W 4rnent 400 E.Morn,9ulle 2M Itkhboro,Oregon 97123 (601)693AFAI SECTION 4 (MI)W-W4 FAX STANDARD CONDITIONS 4.A. Permit Modification The Agency ressrves the right to amend any Wastewater Discharge Permit Issued hereunder for good caus:� Including, but not limited to the following: 1) To incorporate any new or revised local, State or Federal pretreatment standards or requtroments; 2) Alterations or additions to the Permittee's operations, processes, discharge volume or characteristic riot considered in drafting the original permit; 3) A change in any condition at the Permiftee's facility or the POTW requiring a temporary or permanent reduction or elimination of the authorized discharge; 4) Information Indicating that the permitted discharge poses a threat to the POrW's collection or treatment systems, personnel or receiving waters; 5) Violation of any terms or conditions of the permit; 6) Misrepresentation or failure to disclose fully all relevant facts in the permit application or any required reporting; 7) Revision of, or a grant of variance from applicable categorical standards per 40 CFR Part 403.13, 403.6(e)and 403.1.5; 8) To correct typographical or other errors In the permit; 9) To reflect transfer of the facility ownership andlor operation to a new owneNoperator; :0) Upon request of the permitted Industrial User, provided the request does not violate any requirements, standards, laws, rules or regulations.- 11) egulations:11) To incorporate arl new or revised constituent limit resulting from the Agency's reevaluation of its local limits. 4.8. Dilution Prohibition The pormittee shall not Increase the use of potable or Fro(.o96 water In any way for the purpose of diluting a discharge as a partial or complete substitute for adequate treatment to achieve compliance with the standards set forth In this discharge permit or any Agency ordinances, or In lieu of proper disposal of nny material as solid waste. l he Agency may impose mass limitations on dischargers which In I;s Judgement appear to be using dilution to meet applicable pretreatment standards or requirements of this section,or In cages where the Impos!- tion of mass limitations is otherwise deerned appropiate by the Agency. RwAsod0M Whits USA, Green industry, Canary City, P'nk Accounting, Goldenrod 'ArA Form 0091-4-0 n r•� Page ung isd tiewerepe Aponoy 8 of 10 Source Con rol Services Depa tment 400 E.Moir Sufte 200 Hillsboro,C+agon 97123 (WM 600531 (603)6Q 8874 FAX SECTION 4 (continued) 4.0 Representative Sampling Samples and measurements taken as required by this permit shall be representative of the volume and nature of they monitored discharge. All samples shall be taken at the monitoring points specified In this permit, and unless otherwise specified, before the permitted discharge joins or is diluted by any other wastestreams, body of water of substance. All equipment used for sampling and analyses must be routinely calibrated, Inspected and maintained to ensure Its accuracy. Monitoring points shall not be changed without notification to, and approval from the Agency. 4.n. Inspection and Entry The Agency may inspect the facilities of any Permittee to determine compliance with the requirements of the Agency rules and regulations. The Permittee shall allow the Agency or its representatives to enter upon the premises c'the Permittee at all reasonable hours and without prior notification by the Agency, for the purposes of Inspection, sampling, and records examination and copying. The Agency shall have the right to set upon the PermitteE's property such devices as are necescary to conduct sampling, Inspection,compliance monitoring and/ or metering operations. 4.E. Certificatior Statement All reports and testing results submitted by any Permittee shall be accompanied by the signed certification statement defined In 40 CFR Part 4C3.6(a)(2)(li). 4.F. Proper Disposa►of Slu,lges/Spent Chemicals The disposal of pietreatrne,it sludge, and spent chemicals shall be done In accordance with Sbotion 405 of the Clean Water Act (CWA) and Subtitles C & D of the Resource Conservptlon & Recovery Act (RCRA), and any Mstate hazardous waste requirements. 4.G. Falsifying Information/Tampering With Monitoring Equipment Knowingly making any false statement on any report or other document required by this permit,or knowingly rendering any monitoring method or device inaccurate, may result In punishment under criminal laws of the Agency, as well as being subject to civil penalties and relief. 4.H. Emergency Suspension of Services/Revocation of Permit The Agency may suspend the wastewater permit of a Permittee,whenever necessary In order to stop an actual or threatened discharge which reasonably appears to present or cause an imminent or substantial endangerment to the health or welfare,of persons, interferes with the operation of the Agency's was!ewater system, or which fpresent or may present an endangerment to the environment. In addition to further penalties and remedies In any Ordinances or R&O, the Agenuy may terminate the wastewa- ter permit of any Permittee for violations of any Ordinance, R&O, or discharge pp•mlt condition. Revbed OWW WhOn-USA, Green Industry, Conary-City, Pink-Aaaounting, Goldenrod-','vol. rorrr OP93 45 Page unuwo aewrup�Aq.noy 9 of 10 t;.)urce Control Servs Department -IM E.NZ,SUMS 200 'illhboro.Orn{Nn 97123 t503103454, SECTION 5 (503)64-88746Ax SPECIAL. CONDITIONS tee.. 5.A. Additional Reporting 1. An Accidental Spill Protection Plan(ASPP)is clue no later!han:— This plan Is required to assess the emergency planning of the Permittee in case of a chemical spill In their facility psf the requirements in 40 CFR 403.8((). 5.8. Biannual Samoling/Reportinq Biannual sampling, it required, may be oerfcrmed (with approval) at any time during the periods of January to June, and July to December. In such case,the res0ts are to be reported to the Agency as directed, unless a violation has occured, In which Instance the requirornents of 24-flour notification and resampling/resubmitting shall prevail. In no case shall the interval of required biannual sampling exceed six (8) mon'h4. 5.C. Compliance Schedules If the Permittee is required to install additional pretreatment, or provide additional U&M,they are required to submit a proposed compliance schedule per the provisions, regulations and progress reporting requirements In the Agency's R&O 92-80, Section 4.03.1., or as amended. The Permittee shall accomplish ,6e following tasks In the designated time period: EVENT DATE DUE 5. D Special Permit Condition This permit is issued baand on the folloving pur: cha!red rapacity fl,om Outfall QOlr Monthly Avoirag" tj.5. GPD Da t ly Max ileum GPD Any applicable flow volumes are to be resc:orded on a log and made available for Agencl inspectfnn. AdtrAnistrative penalt.iea defined !n Agttncy fifsaulution and Order 92-60 , Or as emended , will apply for volumeu discharged beyond themes purchased caparitiet . 7evbed 09/01 White USA, Green Industry, Canary city, Pink-Accounting, Goldenrod WOL roan 0993 48 Pape unm.e tbwereos f q«,oy 10 of 10 sr„uc*Control Depart,w o *)0 E.Moln,suite 2W Hlyd m,owpon 47193 NON-SIGNIFICANT (503)693AM1 INDUSTRIAL USER DISCHARGE PERMIT (W3)604614 FAX SAMPLE SITE LOCATION Permit No: 111-128-1. Issue Dale: 11-08-94 The following outfall sample sites are the official Agency snd Permittee sample collection locations. A separate cyanide sampling point Is included, if required. All samples collected for compliance monitoring must be obtained from these sites. S1,., 9 Or e N )!.1-,77 ) 110`- T 5`r), N r-r. N PC v e I_)j-)(4 _ Z.. 2r 1 t .r.....�,Liu, Ret41ed(16'93 White-USA, Green Industry, Canary•City, Pink-A000ur,ting, Gokfenrod-WOO Fort 0003-47 INSPECTION_LinICy. Cltl of Tigard Building Dspartmwt 13125 611 Bell Blvd. Tigard, Oregon 97223 inspec ion Line (Rec-O-PP�one)t G39-1411`75 Bumiinessss Phonec 63v-4171 Inspection'_— • oting Plbg. Underslab Mach. Rough-in Appr/Sdwlk vo d. Plbg. Top Out Gas Line NAL Poet/Beam Str 'ct. San. Sewer Framing -Bldg. Post/Bo .m Hoch. Rain Drain Insulation ) Plbg. Underfloor Water Line Gyp. Bd. -Mech. Dere Requeetedt _Ttmet � AM PM Zj �j �j ft_��1y11�) ^p00 Add re2.; u' - eullder: & �- _---_ --'---- THE FOLLOWING CORRECTIONS ARE REQUIRED' — --- --- Dates Inspectors Dt APPROVED DdBAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. I i City or Tigard Building Mpart-Ma nt- � 13145 )111 hall Blvd. Tigard, Orngon 9772 Inspection L (Rec-O-Phone)) 639-4�1 Bualnown Plionet 639-4171 1 nul,a+Ct Lnnt -- — /A`' > r r , wtN,t.inq Plbg. Underalab Neoh. Rough-! / ppr/Bdwlk Pound. Plbg. Top out a Lille l PINALt rant/Benny St r13"3. San. Sower C l►raming -Bldg. Poet/Honor Mach. Rain drain Inaulation -Plumb. 1'119). MOOT fIoor watet i.i.u.: Gyp. Rd. -Nwh. Diota _PN 12d Pet71t Bu l l,1nr s _ THY. FOLIl1w1Nr; t'ttttHRCT1oN8 Alin 14KQIlIRRbt 76 �Inspector) Date)/Y APPRMND BIRAPPROVIID AppR.wzn nunjRcT To ASM Call For Relnap. �! MECHANICAL elf COMMUNITY DEVELOPMENT DEPARTMENT cwoosCIT. YOFTIFARD C11Y �i PERMIT rar25SWHWIRW. P.O.eaxa07,TIMO,a.c-,�(soo)cW-4175 �.� PERMIT fit. . . . . . . : MEC93_.000-, LATE ISSUELI s 01/ 13/93 SITE ADDRG86. . . a 07333 SW NON I TA RD PARCEL-s 261 i 2AB--01 ..w#vi SUBDIVISION. . . . s ZON I NS s U !. SLOCK. . . . . . . . . . s LOr. . . . . . . . . . . . . . CLASS OF WORK. . SALT FLOOR FURN. . . . s EVAP C:OOLERSs TYPE OF USE. . . . s COM UN IT HEATERS. . s VENT FANS. . . s OLCUPANCY ORP. . sD2 VENTS W/O A0PLs VENT SYSTEMS: STORIES. . . .. . . . . s2 BDILERS/COMPRESSORc3 HOODS. . . . . . . s FUFcL TYPES- 0--3 HFA. . . . s DOMES. I NC I N s s/UAS/ / / .3-15 HP. . . . s COMML. INCINs MAX INPUTS STU 15-30 HP. . .. . s REPAIR UNITSs FIRE DAMPERS 7. . s 30-50 HP. . . . c WOCIDSTOVE.S. . s GAS PRESSURE. . . s 50+ HP. . . . t CLU DRYERS. . s NO. OF UNITS---._---_-- AIR HANDLING UNITS O"T"HER UNITS. s F'URN l 1O0K BTUs 10000 efms [SAS OUTLETS. s1 F'URN > 1 OWK N TU: 1 > 10000 cf m s Rensatrl«: UWners ,___-..__-_,______--___-_____-_____--__,.._-__--__.__.__-- --- LEES BONITA PACKAGING PRODUCT'S type amount by date recnl: 73,3 3 SW BONI TA ROAD PRMT • 25. @0 JH 01/13/93 PLCK $ 6. 25 iii 0.1/13/93 7'1(.-;ARD OR 97223 5PC T $ 1. 205 JH 01/13/93 - Phone Ms Cc,nt ract or: ---------------------- ----- --- C ----_-_______-_ __- .__-- C ONTRACTOR NOT ON FILE Phone Ns S 32. 50 'TOTAL Re:i #. . s ------- REWIRE.D INSPECTIONS --------• Thit permit is issued subject to the regulations contained in the Final Insl:rection Tigard Puniripal Code, State of Ore. Specialty Codes and all other applicsW a laws. All Mork will be done in accordance with approved pl►ns. This permit will expire if work is not started within '8N mays of issuance, or if work is suspended for more than IN days. Permittee G i r r�t r.i r•c+ : [g a l-r a t1 A y : y ✓. _ __— __._ �..—._ `___._._.._... _.._._.___-. Call for insp tion 639-4175 � I r ' w • i C T T'1' (IF T 1C. AND kF. CJ.1P7 Of- PAYML.NT kkUIt''T N". a�3--P35 54`, CHFCI4 f4MIJUNT r 4:40 1MF r G. H. "''CULL.UCH, TMC CASH AMOU147' a 1iI�EtE:fdE3 r NAYME:NI tl TE a Q11 SUBDIYI�iItllV i 11-7,POS : OF F'AYMC:NT AMOUNT PAID C'L!I PO,.a>E OF PAYMENT AMOUNT PAM IJ i tAN I C AI.. G 25. 00 PL AIA CHECK FE:: �.. _ 6. .:'.5 BUILD PER 1. 111141. AMlI111,11 1 • 1 1) c', `.fib .r+++..�r,...1r.�...,w�.I�,�.w^ter I��t•.++ +.�"'�'1'�'^'Y.._.,. 0 Page f1 of4 Aouce Cordmi ServkM Oeparlmerd 4004 Main,A,tlfe2W Hillsboro.Coagon 07123 (603)MAU I `'90')MS887A,AxINDUSTRIAL WASTE DISCHARGE PERMIT Duty to Comply ,The perrnirtse must com ly with all conditions of this permit. Failure to comply with the requirements of this perrnitmaybegrounds or administrative action or enforcement proceedings including civilorcriminal penalties, injunctive relief, and sun►mary abaternerrts. 1.1a Applicant Business Name Nonita PackAgI.nK PrrdurCn Location Code(permit#): 111-118-1 1.1b Business;or Industrial Park Name SIC Number: 1642-2651 1.2 Address of Promises Discharging Wasilowater USA Treatment Plant:Durla nm Street 7331 SW Bonita Rn.id C1ty Port land State cat Zip Code 1,3 Ansessor's Map ano fax Lot Number 251 12 AR 1301; 1.48 Mailing Address (11 difb.r—i than above) Street City ANE. State Zip Code 1,4b Billing Address Street City SAME State 'Ip Code 1.5 Persons to he Contacted About this Permit Primary Business Official (Name)Thomm, A. Shaw 1'1119 Plant: Marnoger Tei. 684-654.'_ Alternate Business Official(Name)Jack Wright Title Tel. 684--6542 Billing Information Contact Person(Name) Accounts Payable Title Tel, 684-6542 Pretreat n will System Contact Person (Name)Th,,mne A. llhnt "iitle plant Manager lel. 684-6542 1.6 Effective Date: 7 - 1. 1 • j ,) Expiration Date: 5-1-96 Monitoring Status 0 Non-Monitoring Status El 1.7 Authorization: The above-named applicant is authorized to discharge Industrial wastewater to the public sanitary sewer system in compliance with the Agency's appropriate Resolutions and Orders, and applicable provisions of Federal and S1,9te law or regulation, and in accordance with discharge point(s), effluent limitations, monitoring requirements and all other conditions set forth herein. This permit is granted in accordance with the application filed in the office of the Unified Sewerage Agency Source Control Services by tl)n permittee, and In conformity with plans, .specifications and data submitted to the Agency by the permittee, as well as payment of the following fees and charges. In no case shall this permit be transferred to another owner, partnership or corporation without prior written notification to the Unified Sewerage Agency Source Controi Servicos. ir,the event ownership of the permitted Industry changes, the owner of this permit shall provide a copy of the exist?ng Industrial Waste Discharge Permit to the new owner or operator. 1.8 Owner's Representative _ Print Name -Tho era S A , Sha tj Title r't 14�i 01 a rAl P r Signature I K,o ,^4 A Date 1.9 Agency's Representative 111rit Name Mt+rk Title Eourct Control Investipstor Signature rrl . f��., . ,,aSJ,y�. Date j - 1 '� L navlaou 1281 Whlln 09A Green Industry,Vnllow City,pink Accounting,Goldenrod•WOL Form 1291 1e 1 Discharge l.Imltations_',rd Sampling Requirements Ary industrial user subject to reporting requirements shall maintain record:: 'A all infcrmat-on resulting trout any monitoring activilles(40 CFR 403.12(o)). Such records shall be Included for all samples; • The date,exact place, method and t!rne of sampling, and the name or names of all persons laking the • The dates the analyses were performed. • Who p6rformed the analyses. • The analytkcr.l meihods/techn!ques used. • The results of such analyses. • Cal!bratio i log for pH and flow motors. Any Industrial user subject to the reporting reouirements ostabht,ned In this section Is raquirod tn retain for a mintmum of 3 years any records of monitoerig activities and results. ff pretreatment standard vlotatlons are not con acted'.0thin a reasonable period ol.tlmu as dwtermined,by the Agency, or agreed upon previously,or if there appears to be Indications of repetition of the violatlons, a Notice of Civil Pcmaltleo may be Issued as described in Agency ruled. The Agency may soak or assess the maximum civil or crimirtsl pon;,Itles of at least$1,000 per day per violation of pretreatment standards, and any applicable compliance schedule. Compll- ance schodU103 may not extend the compliance date beyond any applicable fodgral deadlines. Notes: Total Toxic Organics(TTO)Is the summation of all values greater it an 0.01 mg/L for each of the I�xic organics specified In the Priority�Pollutant List in the Pretreatment Rules and negulations. All metals analysis shall be for total metals, unless otherwise specified. Tho Agency may reduce or Increase the frequency of sampling based t, i the analytical results submitted 24 tour composite sample-A sample representative of dally discharge:flow-proportloned,or;a minlmum of 1 sample per noir of equal volumes collected river a 24 hour period. Samples, amples may be cornposlted and preserved acco1ding to 40 CF'R Part 136 and amendments. 4r, Yea!24 hour composite sample volume shall be 4 liters. A"Grab"sample Is an individual sample collected In less than 15 minutes,without regard for flow or time. The sampling shall be reprosentative of daily operations: • 'A minimum df tour grab samples must be'u'sed fot pH Cyanide Total pheno!s Oil and grease Sulfide Volatile or)anlcs • 24-hour flow-propu;(ional composite sampling shall be used for all other constitudnts • Sampling and analysis shall be performed In accordance with 40 CFR Part 136, and amendments. Cyanide-Four dlecrrito grab samples shall be collected Over the operating day. The samples shall be colrect"d from a point after tho Cyarido Destruct process, but prior to mixing with other processes or domestic wastestreams. Each aliquot shah not be less than 100 ml and shall be collected and composhed Into a larger container which has been preserved with sodium hydroxide to Insure sAmple Integrity. pH- Provide a dally summary of the ph strip chart record, noting the excursions out of pH rangA greater than 15 minutes, and noting the )H at the peak of the spike(high or low). Oil and Grosse • Four dl&,,rote arab samples shall be collected over the operaling day The grab samples shall be collected in glass contains,-, fltted with a ground glass stopper and preserved In accordance with 40 CFR Part 136 and amendm4nts, All samples shall be coltectod at 06, -sampling locatlun designated under the Samplli,q Site Location section of this permlt. 1 old UfOnwad�■w�„q, �]PC�gBI 80-AV.0 C.nMurl S,.rvY;w Mlxlrrrrwnr L of Y ernc ww,S.dA nn Harx,ru,nrrUnn V71?] (6Q.11 r'I 1 AM MA M 141 Az Simi I n I'rrc•kag Ing III-oductn l t 1--11H- _.. Location Code(Permit aY) Feer Permit Remil lees to: NA Connection 0 Additional Capacity b MiscellArnoout) Total 0 Reporting Requirements 2.1a Tho pn°mitine Is roquired to submit tooling results of wastewater sampling and appropriate motor readings to Unified Sewerage AWoncy (on approved forms) no later than the 10th of the month following discharge. Specific' sampling criteria and spec,lfic Items to be sampled are Mild in the Sampling Requirements Section, below r nd on hack of Page 2. 2.1b The permittee is required to submit testing results of wastewater sampling on a semi-annual basis. Waete- wator Is to be sampled during the months of June and December. Specific sampling critcrla Is ;dontifI&J in Sampling Requirements Section. Flow motor and pH meter readings may still be required monthly. 1, required, they are due at the Agency no later than the 10th of the month following tooling (or dischr,rge). 2.2 Report any significant changes (permanent or temporar)•)to the promises or operations that significantly change the quality or volume of the wastewater discharge or deviates from the leans and conditions under which this permit Is granted. 2.3 If sampling porformed by an Industrial User indl(;atos permit violation, the user shall notify the Agency within 24 hours of becoming aware of the violation, The user shall also repeat the sampling and analysis and submit the results of the repeat analysis to the Agency within 30 days after becoming aware of the violation Additional Reports The following reports aro also duo prior to the dates specified. If no(into specified, report request does not ripply. 2.4 Hoport on compliance(ROC)Llue within 80 days of start-up. This report Is neconeary to determine tho Immadiato start-up compliance status(40 CFP 403.12(d)) Due no later than 2.6 Solvent, Toric, Organic Management Plan, (STOMP/TOMP)due by the following date: This plan Is due to assess the uses and disposal procedures relating to solvents and toxics used in the Industrial processes(a federal CPA requirement). 2.8 Accidental Spill Plan (SI.LJG CONTR01 )the fallowing report Is due; 'I nis plan Is required to Assess the emergency planning of the permiltee In case of a chHmical spill In their facility. The report must address the steps the permittee will take to keep spilled or unused chemicals oul of the sanitary/storm sewers, either by lntentionnl or accidental release(40 CFR 403.8(f)). 2.7 Hazardous Waste Reporting. Whenever the EPA publishes new RCRA rules Identifying additional hazard out; wastes,the permittee must notify the Agency, EPA RCRA Director, and Oregon State Hazardous Waste Director If any of these wastes are discharged to the Agency's treatment system. The notification must ur withhl BQ�cdl;of Ilse offective date of the published regulation (a lederal FPA requirement). 4,,K o4 Maj- Owner/Representative Signature Agency Sign /looser!10/91 While USA,Green Induelrv,Yasuo*•CUy,Pink-Ananunllnp,Ooldenrort WOL Fool"fROr•rr Discharge Limitations and Sampling Requimments My truiatrlal user subject to reporting►,qulremsnts shall mal(ftOYMedrds of alhlnforrn.,;,un iwouiting item;any manitoring activities(40 CFR 403.12(o)). Such mcords shall be Included for all ssarnplos: The dote,exact place, rraralhod and time of sampling,and the name or name,of all persons taking the samples. • The dates the anatysota were performed. • Who performed the analyses. ' • The analytical mothods/techniques used. ; ► The results of such analyses. • Calibration lug for pH and flow mortars. Any Industrial user subject to the reporting requiremon13 established In this section is required to retain for n minimum of 3 years any records of monitoring ar_•tivllles ar.d resultas. n pretreatment standard violations are riot corrected wlfh!n a reasonable period of time no determined by the Agency, or agroad upon previously,or If there appears to be Indications of repetition of the violations,a Notice of Civil Penalties may be issued as described In Agency rules. 'The Agency may seek or assess the maximum civil or criminal penaltiat of at least$1,000 per day per violation of pretreatment standards, and any appilr,41e rompliane*schcrduls. Compli- ance schedules may not extend the compliance date beyond any applicable fe-:ural dea( nen. Notes: I anal Toxic Organics(T70)is the summation of all values greater than 0.01 mg/L for each of the tonic organicu speoRkad In the Priority Pall.,;,,;;;List In the Pretreatment flurles and Regulatlons. All rr"Ials Analysis shall be for total metals, unless othenvise specified. The Agency may reduce or Increase the frequency of sampling based on fire anelytk air idsults submitted 24 hour composite sample-A sample representative of daily discharge:Flow pror)ortionod,or;a min!mum of t sarnpin per hour of equal vniumos collected orer a 24 hour perlod. Sample%may be composited and preserved arcf rding tv 40 CFR Part 136 and amendments. An Ideal 24 hour composite sample volume shall be 4 liters. A "Grab"sample is ar individual sample collected In less than 15 minutes,without regard for flow or time. The sampling shall be ropresentative of dally opsratlons: • A minimurn of foul grab samples must be used for pH Gyanids Totai phsi�ois 41t and grease Sulfide Volatile organics ► 24-hour flow-praportionai composite sampling shall be used for all other constituents ► Sampling and arinlyals shall be performed In aeoordance with 40 CT R Part 136, and amendments. Cyanlda-Four discrete grab samples shall be collected over the operating dray. The sarnplos shall be collected from a point after the Cyanide Destruct prooesa,but prior to mixing with other processos or dnmestic wAstestraams, Each aliqua: shall not be lass then 100 ml and shall be collected and composlted Inca a larger rontalncar which has been preserved with sodium hydroxide to Insure sample Integrity. pH-Provide a dally summary of the ph strip chart record, noting the excursions aut of pi t range grealot than IS minutes, and noting the pH at the peak of the spike(high or low). 411 and Grea3a- Pout discrete grab Samples shall be collected over the uperAting day. The grab samplen shall be collected In glass contalnern tilted with a ground glass stopper and preRArved In accordance with 40 cm Peart 13f1 and amendments. All samples shall be collocted at ilia sampling location designated under the Sampling $Ito Location section of thin permit. png0 UfAo" .3 of 4 Barr*Contin;elrvlr0l 11(Mlr!r/M11i 400 E Mctkr,Iuxe Axl millet ro,Urogon 91171 (W3)A 3AMI (503)60,M)41 A x Bonita Pscka g in Praductf, ill.-!zts-1 Location Code(Permit N): Discharge Limitations and Sampling Requirements The following monitoring roquirements shall apply to the wastewater discharge from the permitted facility: F'arametor Storet Unite' Daily Max. Monthly Avg. Sampling Fraq. Type of Sample 400 * 10.0 NA Each Pstrh Crab pit Mtn 401 " 6.5 NA Ketch Oa tch Grub cu(•C) 1041 * 4.4 NA litnnnual Grab lb 1051 * . 1 NA Riunnual Grab AA(T) 1017 a 1.3 NA Biannual +fa F.I.OW 50050 GPU 935 635 Uai.ly Log Shoat Ap lip cableA%ulatlion t. 40 Cil►lil 403 In the event compliance monitoring shows any constituents regulated under local limits to be approaching tate limit, additional sampling and tooting shrill be required to asoure continued compli •nee with 40 CYR 403. 'MOIL,unto##olhorwtv,,#pooflod Owner/Representative Signature Agency Signal , e � RI101a/d folly Whiln URA,Cirnnn Indu#Iry,Yelow CIIU',Pink Accounting,Goldenrod•WOL Fil/ln IMI•f1 e.. ,�, „N,( ju.i .�. "arl,.rr r^y h, .z'tLir �1f•;?9 - Y^ ?n, yr,. 4AWr Discharge Limltattr.;,a and Setnpling Requirements Any Industrial user subject�o reporting requirements shalt maintain records of all Information resulting from any monitoring activitles(40 CFA 403.12(o)). Such recordo shall be Included for all samples; • The date,exact place, nwl,hod and time of sampling,and thu harm-or names of all persona takii,.oy the samples • The dates the analyses were performed. • Who performed the analyses. • The analytical mothodslfechniquas used, • The results of such analyses. • Calibration fog for pH ano flow meters. Any Industrial user subject to the rt porting requirements established in this section is required to retain for a minimum of 3 years any records of monitoring activities and rosulls. tt nretreatment standard violations are not corrected within a seasonable period of time as determined by the Agency, or agreed upon proviodily,''or If there appears t6be indications of repetition of the violations,A,l4oticry of Civil PenAttlo5; may be issued as described in Agoncy rules. The Agency may seek or assess the maximum civil or criminal penalties of at least 01,000 per dayrpor viblation of pretreatment standards, and any applicable compllarlo schedule. ComptV ance schedules may not extend the compliance date beyond any applicable federal deadlines. Notes: Tntnl Toxic Organics(TTO)lb fhb summation of all values,treater than 0.01 ,TVIL for each of tfid toxic organic*. specified In the Priority Pollutant List In the Pretreatment Ru!-;and Regulations. All metals analysis shall be fortotai metals, unless otherwise specified. The Agency may roduce or Incioase the frequency of sampling based on the analytical fbsuiv.submitied. 24 hour composite sample-A sample represeWtitive at daily di6ch4rgo:Flow-proportioned,w. a minim'1n•of;i ';arnf,le per hour of equal volumes collected over a 24 hour oriod Sarriple�maybe composited 8nrt preservol; ,;cardirig to 40 CFR Part 1313 and amendments. An Ideal 24 hour composite sample voldme shall be 4 liters. A*Gmb'sample Is an Individuai sample collected In less than 15 minutes,without regard for flow or time. The sampling shall be representative of daily operations: • A minimum cf four grab samples must be used for pH - Cyanide Total phenols Oil and prense Sulfide Vo stile r;rgnnlcs • 24•hou•flow-proportional composite sampling shall be used for all other constituents • Sampling and analysis shall;)e perlormse in accordance with 40 CFR Part 136, and amendments. Cyanide-Four discrete grab samples shall be r;ollected over the operating day. The samples shall bo collected from a point after the Cyanide Destruct process, but prior to m Arrtg with other processes or domestic wastestreams. Each aliquot shall nct be less then 100 ml and shall be collected and composited Into a larger container which has been preserved with sodium hydroxide to Insure sample Integrity. pH-Provide a,dally surnmPry of the ph strip chart rocord, noting the excursions out of pH range greater than 15 minutes, and noting the pH at the peak of the spike(high or low). Oil and Ginase•Four discrete grab samples shall be collected over the operating day. The grab samples shall be collected In glass containers fitted with a ground glass stopper and preserved In accordance with 40 CFR Pail 136 and amendmarts. All samples shrill be collected at the sampling location designated under the Sampling-Site 1:ocatlon stiction nl thin permit Page UNNA +W�Apgnry 4 of 4 AOtYN Ctwi nit 9etvk,et t lei H W n w n1 4W E,M,on suite M) Hftt'""< 'won 91121 (BOJ)693.1441 (Bt15)648 RATA(A X Sample Site Location Location of sample sites indicated in the drawing are the official Agency and industrial sample collection loca- tions,including the cyanide sampling point, if required. All samples,tested for permit constituents m1.jst be obtained from these sites. Business Name -501U4 USA PerrnN#/Location Code 11 t-.12Q-1 , 0FIciCr N Owner/Ropresonialive Signature Agency Signature nNVI"d 1?/111 White USA,Omen Mduet,y,Ynttnw City,P1111k Accoutitlnp,C401d4iluod-WOL f OMI 1:'!)r to Discharge Limitations and Sampling Requlmmenta Any Industrial user subject to reporting roquirament ,ahall maintain records o!'all Information resulting from any monitor►ng actIvIoes(40 CFR 409.12(o)). Stmh records shall be Included for all samples: • The data,exact place, method and time of sampling,and the name or Barnes of tell persons tak;og the uamplw. • The datos the a,miyaton were perform ad • Who performed the ansalytio n. • lho analytical mnithodsAechnlques used. • The results of sur h analyses. • Calibration Ing for pil and flow meters. Any Industrial user-ub(ect to the reporting roqulroments ostablishiroi In this w,,tion Is oqu!ro(l to retain for a minimum of 3 yoars any records of monitoring activities And resufl5. If pretreatment standard violations rine not correc1ed-WIthin a ryssonabie period of time as determined by the Agency, or agreed upon previously,or N th4t'e appear#to be Indicallons of mpoti)Ioft,.Af t he vloatl6ns, a Notl6o of Civil Ponaltlos may be Issued as described In Agencyrutes. The Agency Atey sank or assoes the maximum civil or criminal penalties of at least$1.000 per day per violation of pretreatment standnrd� and any applicable compliance schedule. Compll ante srhodules may not aytnnd the compliance data heyond any ap:pllcahln federal deadlinos, Notes: Total Toxic Organics(TTO)is the sunwiation of all values greater than 0.01 nag/i-.for each of the toxic organics specified In the Prlor!ty Pollutant Lis;In the Pretreatment Rules and Regulations All metals analysis shall No for total metals,unleris otherwise specified. The Agency may reduco or Increase thii frequency of sampling based on the anslylic,.l rekulta submitted. 24 hour composna sample- A sample representative of dally diseharlo;Flow-prarortloneed, or:a minimum t)f 1 sample per hour of equal volumes collected ovor a 24 hour period. Samples may be emInpoblloal arms pr>t<t1;pry94#wording to 40 CFR Pan 138 and amendments, An ileal 24 hour composite sryw volur.te shall be 4 Wors. A"Grab"sample is an Individual sample collected In less than 15 mYntites,wilhout regard for flow or time. The sampling shall be representative of daily operations; � • A.1 Inimum of four grab samples must be used for pH Cyanide Total phonols Oil and grease sulfide Volatile organics • ^4 ►your flow-prnpnrtlonal composite sampling shall be used for all other a nfituents • Sampling and analysis shall be performed In accordance with 40 CFR Part 136, and arnendr enls. Cyanide-Four discrotu grab samples shall be collected over the oporating day 1 he samples ON be collected from a point after the Cyankie Destruct process, but prior to mixing with nther proconssos 3r domestic wrstostreams. Each aliquot shall not be less than 100 ml and shall be collected and composflee'. Into a large,,rontalnor which time boon preserved with sodium hydroxide to Insure sprhplo Integrity. pH - Provide a dally summary of the ph strip chart record, noting th.,­urslons out of pH range greater than 15 minutes,and noting the pH ret the peak of the spike(high or low). Oil vnd Crease- Four dlscroto grab samples rshall be collected over the operntinq day The(,rob samples shall be collected In glass containers filled with a ground glass stopper and presorved In accordance Nlth 40 CFR part 196 and ameandmows. All samples she'll he aollectad at the sampling IOcatlun designated under the Sompiirfg Site Lochtlor,section of this permit VAN DGMELEN / LOOIJENGA MGGARRIGLE / KNAUF 3933 S.W. KELLY AVENUE PORTLAND, OREGON 97201-4393 TEL.: (503) 222-4453 FAX: (503) 248-9263 STRUCTURAL CALCULATIONS FOR BONITA PKG. CANOPIES 7333 SW BONITA ROAD PORTLAND, OREGON 97223 FOR BONITA Packaging Products \S�Ey�EO PROfF s v �N41!yF .r�o 579 = 0)111 � R►' a. \/L-MK .JC' NO. 1543 _ :mss VAN dON1iELEM /LO®IJENOA/ Job eL� /tivofx McGARR1®LE / KNAUP client Consulting Engineers Job No. _ By�Y�'_�� Dote Bhmet No. o r" �-- _ r 7 1v e4 tff J -.- _ la TO j- T 14 Ise— cr- •c i r :4 3833 SW Kelly Ave. /Portland, Oregon 97201-4393 ,1115031122122-4453 r'= i VAN OOMELEN " LOOIJEN®A / Jub 4­4V-41-1 -- NIcOARRIOLE / K. 11AUF Client _ Consulting Engineers Job No. By Det3 Sheet No. Z � r dp---a -. ,/ 1 4 - - 74 Ov i PCX o -L. "�.►—»_ :_ Jam. ..._ - - -1 97 ----q 4 I 11 L. . � 4244 r4 "Ootl ::0-- -dr—7 �N3 JQ 1 1. ��/ 3m.3 9W I e y Ave. / Portlen , gin 97r71 4393 / 15031 _ -44 `; VAN OOMELEN / LOO1JENGA I Job Mo0ARR1®LE / KNAUF i Consulting Engineers Job Nc _�_ 8��--�.a�,�► 8hest No. _-�- -4= 10i _ 7 1-.. f... -T I ill lid 09'- .�.,3. s 0 2 -D" _ C7, G11-41 , I A 17 52 ,m Aca� SM OW KMty Aur./Paft lhd,O OVOM o7lC11-4t /fWq SIMI-449E I BUILDING PERMIT CITYOFTIFARDPERMIT M. . . . . . . a DUP91-0291i •COMMUNrTY DEVELOPMENT DEPART E_N l CITYA n pm !a,zaSWwWBlvd. P.O.BoitXW.TiPM,Orp � Oregon 1'e3w1171 DATE ISSUED: 12/13/91 SITE. ADDRESS. . . e 7333 5W SON I TA RD � PARCEL n 2S 1 12AS-1300 SUBDIVISION. . . . : 7.ON1NCs BLOCK. . . . . . . . . . I LOT. . . . . . . . . . . . . e _._r__.__________.._____.___ _______________-__~_____....__._.__......______...-___.-_------_ REIS51_IEs FLOOR AREAS,- - -- - --- EXTERIOR WALT_ CONS'TRUCTIOI CLASS OF WORK. eALT FIRST. . . . s sf No 1e Ee We TYNE OF' USE. . . eCOM SECOND. . . n wf PROTECT "IYNE OF CONST. o3N THIRD. . . . e sf No Se Es We OCCUPANCY GRP. a B2 TOTAL----,----e 0 f ROOF CONS s B FIRE RET?o'v' OCCUPANCY LC1AD o BASEMENT. : q f AREA SEP. RATED e STOR. r 2 HT. s 2Q ft GARAGE- - Sir OCCU SEF'. RATED A 6SMT?oN ME11?sN READ f3E7HACKS-----•----- REQUIRED------------------- FLOOR LOAD. . . . a psf LEFTn ft RGHTr ft FIR SPKLrY SMOK DET. . sN DWELLING' UNITSs FRNTs ft RCARo ft FIR ALRMsY HNDICP ACCIY SEDRMS. 1314THS n IMtn SURFACE: PRO CORR r N DARK INC e VALUE. s e 1500 Remarks : Add catneapiees er west wall truck doors, north end of bldg. OwnersFEES BONITA PACKAGING PRODUCTS type amoUrIt by date recpt 7.333 SW BONITA ROAD FRMT $ j'75. 00 JLH 11/26/91 220120 PLCK $ 16. 25 JLH 11/26/91 220120 TIGARD OR 97 .23 FIRI $ 10. 041 JLH 11/26/9 P-20120 Phone #1 titer s 1. r?5 JLH It/26/91 220120 Cantr.sc;torn M. STEARNS CONSTRUCTION CO. 8030 NE: CL.ACKAMAS CT PORTLAND OR 97213 Phone! #: 256-51,50)P $ 52. 50 TOTAL Regi #. . a 44616 --- --- REQUIRED INSPECTIONS ------- This pereit it issued subject to the regulations contained in the Fi-mming Insp �.�_._•�� .•�______,_. Tigard Municipal Code, State of Ore. Specialty Codes and all other Roof nat i 1 n g Insp sopl icable laws. All work will be done in accordance with Final I n s omect i on approved plans. This pereit will expire if work is not started within 181 days of issuance, or if work is suspended for @are than 181 days. Permittee SignatlArsa T ssut•d Bye v Call for insplevtion - 639-•4175 I i I I i CITY CSF T16rA RD2"`_� PLAN C31CCK APDL ON urroFnwe'° PLAN CHECK N COMMUNITY DEVELOPMENT DEPARTMENT PERMIT' N 6j4,- 91-0Z u1xszw-R.Afff.d-P.O.Saw unT.ng-ttomgo^srnmw)fin-n r� DATE ISSUED JOB ADDRESS' ootIr� ��Y LAX MAP/LOT LOY: - LAND USE: Sun: -- VALUATION: •�`�:� OWNER 5 PECTM_ NOTES_ NAME: ( tJ�j-� PAREISSUE OF: _ ��3� W r LAST REISSUE: ADDRESS: 2FLOOD PLAIN/ SUNSITI.VE, LAND: PHONE: - tIPPROVALS RE IREO CONTRACTOR PLANNING: eyt ENGINEERING: NAME. � AFIRE DEPT ADDRESS: OTHER: PHONE: - �^ ITEMS REQUIRED LIST/SUBCONTRACTORS: ARCH/ENGINEERBUS TAX: (X J NAME: V CALCULATIONS: ADDRESS: _ UV TRW-,S DETAILS: PARKING PLAN: LANDSCAPE PLAN: PHONE: '�2 `� 3 —-__ OTHER: _^ COMMENTS: - -- — PERMIT N A('1T N DESCRIPTION AMOUNT AMOUNT P0. CAL. DUE: _ 10-432 00 Building Permit fees -- 10-431 00 Plumbing Permit Fees - - 10-431 01 Mechanical Permit Fees 10-730 01 State Building Tax tau i Id i ng Plumbing Mech 10--433 00 Plans Check fee -- --- Building �- PIumbim3 Mech _ 30-202. 00 Sewer ConnecLion 30-444 00 Sewer Inspection 51-448 00 Street System Oev Charge (SDC) _ -_------ 52-449 00 Park! System Oev Charge (POC) -- 31-450 00 Storm Drainage. Syst Oev Chrg (SSOC) _ _ ------ 10-230 09 TRFO - 10-230 OG Washington County Fire N1 (95x) --- ------ 10-220 OU Amart/Wedgewood 101 Al A Pt_ICANT SIGNATURE Received By: DaLe Received: cn/3587P/l8P CITY OF TIGARr) - RECEIPT OF PAYMENT RECEIPT NO. A91-2.?olao CHECK AMOUNT a 52. 150 NAME : VAN DOMCLEN/LOOIJENGA/ CASH AMOUN1 0 0. 00 ADDRESS : MA\C6ARRIGLE/KNAUF PAYMENT DATE a 11 /26/91 3933 SW KELL.Y AVE. 81jen I V'151 ON PoRn.AND, OR w2ol- PURPOERE OF PAYMENT AMOUNT PA7D PURPOSE nF PAYMENT AMOUNT PAID li6iTiTlNFi PiRR 605. 00 PLAN CHECK FF 16. 25 TUALATIN VALL 10. 910 81. BUILD PER 1. 2105 7333 MJ BON ITA 101AI_ AMOUNT PAID VAN OOMELEN / LOOIJENOA / MoGARRIOLE I KNAUF Consulting Engineers 39333M KELLY AVE. /PORTLAND,OREGON 97201-4393 /1503)222-4463/FAX 246-5263 PRINCIPALS ALFRED�-i.VAN DOMELEN DIRK NM.LODUENGA ROGERECEIVED OGER W.McGARRIGLE TAME®F,KNAUF AS 300IATES DEC 0 9 1991 CHRIS C.VAN VLFFT GARY J LEWIS COMMUNIT!' DEVEIUPMEW GOROUN VAN TYNE December 9, 1991 Jim Jaqua (Plans Examiner) 13125 SW Hall Blvd. Tigard, Oregon 9722:1 Project: Bonita Pkg. Canopies, BUP91-0293 7333 SW Bonita Road Dear Mr. Jaqua: I have corrected the dimensions on the calculations to agree 4+ith the dimensions on the plans. I have also added a note., on the drawings to provide sprinkler protection and have crosse(i out the second alternate construction option. The name and Contractors Board number will be provided when one is selected. If you have any further questions or concerns, please do not hesitate to call . Sinc rely, Gr g Bl.efge , 'pE I ;C E �� h '.Y���� MEMBER TUALATIN VALLhY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076 a (503) 526.2469• FAX 526.2538 December 3, 1991 Van Domelen/Looijenga/McGarrigle/Knauf. 3933 S.W. Kelly Avenue Portland, Oregon 97201 Re: Canopies Bonita Packaging Products 7333 S.W. Bonita road 619OB-152-000 Gentlemen: This is a Fire and Life Safety Plat ,.d is based on the 1988 editions of the Uniform Fire ''o, ,-ind those sections of the Uniform Building Code (UBC) 1 ..Pja Mechanical Code (UMC) specifically referencing the fire artment, and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Automatic sprinkler protection shall be extended to protect newly added canopies and landings . Not less than three sets of automatic sprinkler plans shall be submitted to this office for review and approval . 2 . One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout. all phases of construction and must be made available to building and fire inspectors for reference during required construction in::pections . UBC Sec. 363 3 . Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of Approval. must be obtained from the building department issuing the construction permit . UBC sec. 307 "Working"Smoke Detectors Save Liven Van Domelen/Looijenga/McGarrigle/Knaut December 3, 1991 Page 2 If I can be of any fvrther assistance to you, please Leel free to contact me at 526-2502 . Sincere 'y, 46 --krch 1 Deputy Fire Marshal GB:kw cc: Tigard Building Department --- CITY OF TIGARD OREGON December 3, 1991 Gregory , Blefgen VanDomelen/Looijenga/McGarrigle/Rnauf 3933 SW Kelly Avenue Portland, OR 97201-4393 Projects Banita !-kg. Canopies, BUP91-0298 73.33 SW Bonita Road Dear Mr. Blefger: Plans and calculations for this project have been reviewed for conformity with applicable codes and are conditiot,tlly approved, subject to the items listed below. 1. Dimensions on the sketches on the calculation sheets does not agree with the actual calculations. I 2.. Sprinklers are required under exterior combustible canopies exceeding 4 feet in width. 3. A permit will be issued for a specific type of construction. Please submit a revised plan showing the selected alternate. 3. Provide name and Contractors Board number for the contractor. lite submitted plans are difficult to review, as they contain details and information which do not apply to thiia project. The details pertaining to this project are minimal at best. We will issue the building permit wtren these items are satisfactorily addressed. If you have questions, or if wa may be of assistance, please contact us. /Sincerely, �')r im Jaqu Plane Examiner FAX (503684-7297 13126 SW Hail Blvd,P.O,Box 23397,Tigard,Oregon 97223 1003)639-41?1 s"/z C TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTWNT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526.2538 May 18, 1990 Art Walters Bonita Packaging 7333 S.W. Bonita Road Tigard, Oregon 97223 Re: Bonita Packaging 7333 S.W. Bonita Road Dear Mr. Walters: This is a Fire and Life Safety Plan Review and'is based on the 1tyd8 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (IMC), Uniform Fire Code (ITFC), and other local ordinances and regulations. Plans submitted to the City of Tigard for dryers located in the above captioned property are acceptable as submitted. Please Note: Clearances to combustibles shall be maintained as per IJ.L. listing on appliances or per Uniform Mechanical Code if appliances are not listed. One set of approved plans bearing stamps of building department issuing the construction permit and this office must be main wined on project site throughout all phases of construction and must be made available to building and fire inspectors for reference during require:: construction inspections. UBC See. 303 Prior to the use and occupancy of the project (spare), a certificate of occupancy or other written instrument of approval mud be obtained from building department issuing construction permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 520- 2602. SinceF44, Gene Birchi Deputy Fire Marshal GB:kw cc: Tigard Building Department " "Workfns"Smoke Detectors Stave Lives CITY OF TIFA RD May 16, 1990 OREGON Mr. Art Walters Bonita Packaging 7333 SW Bonita Rd. Tigard, OR 97223 Ret Mechanical Permit MEC90-0096 Dear Mr. Walters, The plans you submitted for the gas fired product dryers have been reviewed for conformity with the applicable codes. The plans are approved subject: to the followingz o The heaters shall have a minimum of 18 inches clearance from the top, sides, and rear to any combustible materials. o The heaters shall hrve a uiini.mum of 48 inches clearance from the front to any combustible material. o The heaters shall bear & product approval label from an approved tooting agency. o The heaters, if suspended, shall be provided with seismic. braces. The building presently ham enough volume to provide the required combustion air to the heaters, however, as more fuel fired units are adied, it may be necessary to provide outside combust+_on air to the building. If you have any questions, please call be at 639-4171. Sincerely, Brad Roast Building Official BCR/jh 13125 SW Hall Blvd.,P.O.Box 2.3397,Tigard,Oregon 97223 (503)639-4`171 - W = i ■ ■ ' ►/ $� ■ > ILL LL c ° -.3 J z w = wy ■ ■ ■ ■ ■ J W N0 0 a e) Y O t J Q s V LTJ cc X � Q e) z 0 > 0 Sq w ri a Q J \r U Q O03 1 � � 'CIL Z 4 y,� { _ � 1 ul Ila. = T� -R. € C 00 £z _ _- WO RCn 1Cc j- CL °' 4 (J jiW O 1 BONITA PACKAGING PNODUCTS F x( I t I.t NCCf IN PA(.KAGIAG 7333 SW Sonita Road Portland Oregon 07223 Tel:503 864 6542 Toll free:1 600 677 7725 Fax:503 636 5985 May 4, 1990 City of Tigard P. 0. Box 23397 Tigard, OR 97223 Attention: Egad Roast Please find attached a plant layout of three additional Eclipse gas burners to be installed in our facility. These Eclipse burners are as described in the literature submitted for our mechanical permit MEC90-0040. Two of these burners are 800,000 BTU and the third burner is 1 ,200,000 BTU. Thank you for your assistance. RECEIVED PLANNING Sincerely, Ire MAY 7 1990 W'' Art Walters V.P. Manufacturing enc losure I IN ..n � , "•may r � J N.... try. L� u' ,fir �yy_..' M ., ���.:'+�tir4y�r�°,;r•}1�i.- ��/y "` .r •..��. , 'mow- .r.;rr �4 -��`•t`h�.,� 1 ' INM 41 ti. M jftl Alr �nC� y 1� U , y lyl }raj tits W 1 �IIti, �IrPdNKIM lCA ,*i;jYy�t�•,��'I}I�'.9r''� y�,l!�, 4f r 1. ,•� �.'. ;,s 3�,., `�±iiiyk: �'1 �i o i'!r�Vl. i7• �" "'(�)"'►�1���"'( ILI)'ir � rY. t3 � rn I °; / ( ) cd i. O rY1 ca 0 r14 QIF v � 0 -0 4-) 0 4� )j ro c N +� 'J4J U I If I + . I\ •�+ O 3 � o } c1lrMi y of GQ ' w 114 23 UI c0to w 1 :L � � ��. •.af' �NY• INSPECTION NOTICE City of Tigard Building Depariment P O Box 23397 Tigard, Oregon 97223 Phone. 639-4175 Type of inspection Date Requested � � Time X A.M. P.M. N Address - (d _1 i ,L' 11712-Ce Permit #k_ q Owner __ .- �'/�G !? _ Lot # --- Builder, The following Building Code deficiencies are required to be corrected: Prosented to , Approved Inspector Dir pproved Data _- 3-9- 20 CALL FOR REINSPECTION 0 Y18 C7 NO i I I i I i I .n 1l 0 l Ld Zr F. t �J J w iii I Z 1 ix el:w ► �- I 4'1 r CL t h d CL h 1 Q z I Irj rJ I I r'' � .r I• i � M' W I r1.1 ) 3 1 rr W Its a r' w. r� u .. W 44gi I 1� uj q OL t t FL I J1 !� MECHANICAL Cm'Of i06o71RD RRMYT COMMUNITY DEVELOPMENT QfiMhT MENT 41 .IT MEC90-0040 saeasswsrn[sw.� P.u.9azuQ�.Tip.�dj (sat)s3o4tls pgI R IT i. t BU089-1330 CITYOFTIoARD SITE ADDRESS. . . s 07333 SW BONITA RD PARCELs 28112AB-0130r SUBDIVI&ION. . ..: ZONINGS :-L BLOCK... . . .. . .. : TAM.. .. . . . . . . . . . . CLASR OF WORK..sADD FLOOR FURN. . . . t RVAP COOLERS: TYPE OF USE. . .. tOOM UNIT H=ATERS. . t VENT PANS. . . : OCCUP*NC.'Y GR.P. ,tB2 VENTS W/O ADPLt VENT SYSTEMSt STORIX11....... .t2 BOILERS/COMPRESSORS hOODS. . . . . . . s FUEL gfPRS------------- 0-3 HP. . .. t DOMES. INCIN: t/Gp-3/ / / 3-15 HP. . . . s COMML. INCINt MAX INPUT:800000 BTU 15-30 HP. . . .t REPAIR UNITSt FIRE DAMPERS?. .:N 30-50 HP. . . . t WOODSTOVES— t GAS PREOSURE. . .tH 50+ HP. . . . s CLO DRYERS. . : NO. OF UNITS---------- AIR HANDLING UNITS OTHER UNITS. s • F11RN < 100K BTUs <- 10000 cfmt GAS OUTLETS. s FURN :-100K BTUtl > 10000 cfms hgmarkst install drying equipment gas piping permitted under. bu-892504 -------- ---.... — FEES --------------- type amount by date recpt PRMT $ 17.50 / PLCK $ 4.38 5PCT $ 0.88 Picone #: PAYM $ 22.76 JLH 03/07/90 Contractor% --------------------------.---- CONTRACTOR NOT ON FILE -------------------------------------- Phone is $ 22.76 TOTAL Reg V . : ------••- REQUIRED INSPECTIONS •------- This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal code, State of Ore. Specialty Codes and all other Heating Unt Insp — applicable laws. All work will 1^at Jone in accordance with approved plans. This permit will expi,-c if ignrk: ie not started within 180 days of issuance, or if work is suspended for more than 180 days. — Permit:ee Signatures IsBund Byt —�- Call for inspection - 639-4175 TUALATIN VALLEY FIRE & RESCUE 41 AND BEAVERT®N FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 + (503) 526-2469• FAX 526-2538 February 26, 1990 Art Walters Bonita Packaging 7333 S.W. Bonita Rd. Tigard, Oregon 97223 Re: Bonita Packaging 7333 S.W. Bonita Rd. Dear Mr. Walters: This is a Fire and Life Safety Plan Review and is based on the 1^°" editions of the Fire. and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC), and other local ordinances and regulations. Plans for dyers submitted to the City of Tigard located in the above captioned property are acceptable as submitted. Please note: Clearances to combustibles shall. be maintained as per U.L. listing on the appliances or per Uniform Mechanical Code, if the appliances are not listed. One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must. be made available to building and fire inspectors for reference during required construction inspections. UAC Sec. 303 Prior to the use and occupancy of the project (space), a certificate of occupancy or other written instrument of hnproval must be obtained from the building department issuing the construction permit. UAC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, ) Gene Birchill Deputy Fire Marshal GB:kw cc- Tigard Building Departmww Smoke Detectors Save Lives BONITA PACKAGING PRODUCTS I XC. LLENCr IN PACKAGING 7333 9W Sonlle Road Portland Oregon 97223 Tel:503 884 8542 Toll free:1 800 877 7725 Fax:503 839 5985 February 23, 1990 City of Tigard P. 0, Box 23397 Tigard, OR 97223 Attention: jerree Hrding Please find enclosed a check in the amount of $22.76, for our mechanical permit MEC90-0040. Thanks for your help. Art Walters Vice President, Manufacturing 3 � 3 enclosure RECEIVED » �o 1,'()MM1!NIIY UfVELUI'MENI CITYOF TIIFARD OREGON 2-22-90 Mr. Art Walters Bonita Packaging 7333 SW Bonita Rd Tigard, Or 97223 Rat Mechanical Permit MBC90•-0040 Dear Mr. Walters, The plans for the gas fired product dryer you have sulnnittrid, have been reviewed for conformity with the applicable codes. The plans are approved subjoct to the f.ollowingz o The heater shall. havo a minimum of 16 inches clearance from the top, sides and rear to any combustible materials. o The heater shall have a minimum of 48 inches clearance from the front to any combustible material.. o The heater shall bear a product approval label from an approved testing agency. n Thr heater if sunpended nhnll be provided with seismic braces. The building preeent.ly has enough volume to provide the required combustion air. to the heater, however, as more fuel fired units are added, it may be necessary to provide outside combustion air to the building. If you have any questions, plenne call me at 639-4171 Sincerely 1 Brad Roast Building official 13125 SW Hail Blvd.,P.U.Box 23391,Tlggrd,Omgon 9122.3 (5u3)639-4171 u. �----- -T ---i swx .N w N4 ■LL ■ J ■ ■ ■ so Z wuj T- _ U) j Q � = S 0 LLJ, Z S w F- Z O m w = w� ■ ■ ■ ■ = a � O _ zd Fc cc 0 e) f o cc Q X Y W � � z Q F Q O U Q O Q r. 0 p 0 rA I = ■ ■ ■ ■ ■ U U311311N S�H;�Icufu �)sCnsf;l"0 .� d01VAON&V NV ION SI GNVIJ :!U ldnU!!ddV, �. . • . . . . .a3AOUddV A11VNOIII0NUO) i3 \ o C1_i�! U�MV �; >$ C Q 1111444lih'NMWHIA ATIVA NlWWU 0 CAPD CITIES - DIMENSIONS T (Refer to Drawings an Pape 3) - I - —'- Combustion Illower If..1'. t —A- - "A"Galt pile( Pipe Slur 'i - NPT liurner Input "All-IY' "RAII-1)"2 T— Ill - 14" W.C. 1/2 1 PSI 3- 2:, I'M Number 11"11/11r. Suction 4 Pressure Syntrmn Suction Systonts 0oly Cas Premmurr Cat. Pressure Cpm Irremmun• 40 400,000 1/Ill 1/10 1 t I HO H00.000 1/4 1/3 1 , 1 120 1,200,000 1/4 1/3 1.1/4 1 1 I(NI 1,600,(10(1 1/1 1/3 1-1/4 1-1/4 1-1/2 200 2,000,000 1/:1 3/4 1-1/2 1-1/2 1-1/'2 2X11 2,MOO,000 1/2 3/4 2 1-1/2 l-I/2 1111) 4,000,000 3/4 1-1/2 2-1/2 2-1/2 2 490 4,800,000 1 1-1/2 �2-1/2 2-1/2 2 -- 600 6.000,000 2 2 r-2-1/2 2-1/2 l bbrnensionm - Me,hrs —�-- — I•arge Ixtcts 4 (For 1xlUcl 'fr.mltcraWre of H(1-26(1°F'.I Small Ilurlm 'I (Fur lxttict Trnyx ra(ur,-n of 200-600"I.) Max. ('rose-9ect.ional Max. Cross-S,-ctional lfit rm•r It C 1) F: Free Area w(. Fl. (Dat It C U E I'reV Area Ht(. 14. (I)u•t Number arra minus litn•ner area)' arra minim Burner area) 111 .Ill 30 :I6 IN 2.70 IN 22 :16 IN 0.52 911 .Ill :Ill 36 19 4.80 IN 22 .I6 IN 1.43 1211 14 .IN 36 IH x.211 20 28 :In IN 2.10 100 -14 44 40 IN 11.10 ^� 211 34 10 IN 2.011 200 4V 48 40 20 1:1.111 20 40 10 20 1.111 'LHO 54 54 40 20 10.HO 22 52 111 'LII 1.71, dna (is 72 4H 20 2H.50 24 72 19 20 7.70 ISO (IN rill 54 20 '13.411 21 98 5.1 'LII 7.10 000 69 104 60 IL 46.70 2 4 10-I 01) 1'. 14.40 IMP(1RTAN1 NOTES: (1) Standard motorm are 116/1/60 for 1/10 through 1/2 h.p. find 220/440/3/60 for 3/4 h.p, and over. (Xhor electrical characterimticn a Vnllidlh' If reyutred. ('L) Combustion blower Kit, shown is for"ItAli-1119"suction ayxlems with ntlnus 0.1"w.r. to minus :1.11"w.c. during cold condition. For"RAH-00"suction systems with minus 3.0"w.e. or higher suction during cold condition, ennlbustlon all-blower can be omltted. This Is based on no loss than minus 1.511 w.e. suction at hot condition. Consult factory for further aHmlmtanee It required. Por"MII-UP"premmure systems, select blower as descrllmd nn ling,-r,of Bulletin 11-100. plower selection for"ItAll-IIN"and"ItAil-Up"syetemm Is homed nn a duet maximum differential premmur•,-change of 60'1 from cold to hot condition. (;I) (;na pressurea refer to natural gas;for propane npplirallonm....eonmult fat-imy. Inlet lilpe alre mhown Is the size of the Inlet lubricated plug cock;other valves in the eysU'm may be 1:11-g,-r ur Hnualler mine,-IhP valves are srincled for the Wita prPHmury drop. (;am premouren lens than 10"w.c. con he timed ....... ............... ............. eonmull factory. (4) In order In maintain average velocllleH of 1200 Ilinn In 100!Ipnt Ixfsl Lie buttier, twll mitee of chit-to an available for Paull input. 1 i -"him eoluma llsim the• nnnxinuun uroms secti(mal free ares In tm(oare fe,•I Inr rich duct sire available, The cross sectional Iree nren may LP re-diwed by adding a profile plate Ut obtain:in o(tlloitim nlr flow of 1500 fpm. 'I'lia area will he sired based on the elrculalpng air vr,ltiote past the burner. -2- FRESH AIR SYSTEMS SERIES "AH-DS" AND "AH-DP" (1 o) 11 rI iA IUME � IIK/RKER - "L Pt.x wAD1 RU"" 1 8� (� . PEEN "T --- Pr.x GN1' / 0� cKsm— TRANxrOPM[R Il CL�L1ARAVCf. VALVE [MALL ACCM COVER . . . . D xOLENOM VALVE 1( ►ILOT DIMMER ACC[✓e Pb/lr RPA[[:W xm[ PLATO —' —�— ' x1118-0r►COCK R[OULAT.. I Ax11EMRLV _ COMRIl m —� PLO=.A 110708 2" ----- n E c: L 21' AIR FLOW — RECIRCULATING AIR SYSTEMS SERIES "RAH-DS" AND "RAH-DP" i in 4 11 2 12 • - B 9 J rtA Ac __ — - -- wA7t RVRN[R AM DAMTKIN I r.•f,. ON --__ - Rrr HIR:117 A11 OAMr[R _ I li.i.r^.I xtwrR A q - CHECK 11 COMnlxrrom .(/7�) 1'IAM[ VALVE--- - RLOw[K A"M \J LtW;TN ONR ALL AqMK �� t LrAMNCE /MI 11 _ Rb COVER .. PR's / PRESURE RmuuIOR [_RURREK ACCrbt PaoT I — L $WE PurE � W LENOID ---� — -- IF -----.__-- VALVE ------- ( 2 2" AIR ri.ow --4- The following items apply to both fierh air and recirculating ryrremr and arc numerically keyed to both of the above drawings. Components Included In FM Type Systems Additional Items Included for IRI Type Systems 1. Luhricated Plug Cock 10. Normally Open Vent Valve 2. Pressure Regulator 11. Motorized Safety Shut-Off Valve 3. Low Gas Pressure Switch 12. High Gas Pressure Switch 4. Motorized Safety Shut-Off Valve 5 Checking Pet Cock G. Checking Gas Cock 7. Gas Control V21Ve w/O Mtor The Followingg Is Used Only When Gas Pressure 8. Air Flow Press. Switch for Combustion Air Exceeds 1/2 PSIG 9. Air Flow Press. Switch for Circulating Air 13. Second Pilot Regulator -3- •I OPTIONAL FEATURES . Pocumatit motor os.-raun ran be substituted for the electric H. E Ort-Off Switth proportioning centro; r:mot on the gas control valve. The Motor Starter electric proportioning r antral m 1' motor ran he replaced with a . Fuse Hlrx k with Fuse mechanically controlled temperature ronirol valve. i. Numbered Terminal Strip 1. Duct Units can he arrange-'to fire vertit ally up or down,or to H. STA NDARD IRI TYPE CONTROL PANEL fire horizonially from right to Icli when facing the gas piping Panel No. CCA consisting of: (standard is left to right air flow), a tirneral Purpose Cabinet 3. Units available with low fire start. I). RAH9oF Flame Safety Relay r. Nun-return of Ignition 4. Electrical components can be wired loan me lased numbered d. Inw Fire Start terminal strip n punted on the Duct Unit. a 0.5 Minute Adjustable Prepurge 5. Flame safety cabinets availahle, f. Alarm Silencing Relay and Push Hutton A. STANDARD FM TYPI:CONTROL PANIT g. Alarm Hurn(not mounted) Panel No. CCI consisting of: It. 24 Volt Control Motor 'liansforrner a. General Purpose Cabinet i. Five(5)Lights t IA890F.Flame Safety Relay j. On Off Switch Nun-return of Ignition k. Motor Starter d. 24 Volt Control Motor'lianslurmer I Fuse Blot with Fuse c. Three(3)Lights m Nurnbrred Terminal Strip EQUIPMENT SELECTION 1. Choose Duct Unit catalog number as hollows: Exampic 40MON)Htulhi rrquurd using Irrsh au on%m mm sulr of Ian Rrqunrd.mrlrr au rrmpriamir is i5n"F Ono All DS T f,�J I Input DS—for Suction Systems Rrquue`1 Ali for Irrsh air (Hurner Nn sycirmi DP—for Prewure Systema w I0,0CHI linrllrr) RAII im rri,,rulaiing air systrms Sele most 4(N) All - DS wide small chit r 1. If"RAH-DP"is required, select proper blower as drsr ril,rd on Page(r of Hullrtin II-I(10,or corrsuit factory as necessary 3. Selrrt the duct size by maximum input and irmprrature irtionci wilts ORDERING INFORMATION When ordering,the following should he specified on the fate 0. Minimum and maximum in/et ait►rtnprraturr whir h will be- of the order to'void delays in prat essing. supplied u►Air I-leaf Burner Durr Unit. I Duct Unit tompleir catalog number (i.e., 120 AH-DP) 7. Minimum and maximum out/et air ieng)riaturr rrqutrt•d which indicates input desired, fresh or reeirurlating air from the Air Heat Burner Duct Unii. system,and whether the Dint Unit will he I(x acrd oil the H. Minimum and maximum suction or pressure-on cold systrnr sur lion or pressure side of rile circulating fan. before the circulated air is heated. 2. '41ir of gas available(natural,propane,or manufac lured). 9. Cfm of 6rculated air past 0 burner. V Gas Pressurr available to the system. 10. Advise optional features nesired. 4. Fxacr electrical characteristics (115/1/60; 220/3/60; I1. If provision is to be made for the addition of insulation, 550/W00; etc.) please&.1v1 on the face of the order the thickness of thr S. Advise type o piping u)he used, i e• , I'M err IRI type, insulation which will he used. —4 ., F GOOD DUCT DESIGN FOR UNIFORM AIR FLOW PAST THE BURNER To eliminate or reduce the possibilities of creating turbulent air flow past the burners it is necessary to tree good duct da sign practice. The sketches below show practices used to c"aminate the effect of abrupt duct rhangps. the shaded por- tion of each sketch eepresants the Air Heat Burner Duct Unit. INLET TRANSITION oU'rLET TRANSITION (in Relation to burner Duct Unit) lin Re!ation to Burner Duct Unit) Poor - --- Good Poor - Good l l,'• 160 t• [.rnRth aMhdd hn aufflrlenl Length ahould he eufflrlenl 4.provide Indlcetod taper. to providt,trulWated tApor. --• AM PIAYW--So* Fan• -- AIA M1A.1W�-�► INLET ELBOW OUTLET ELBOW Poor --- Good Poor - - Good hurl 1Lrne W:: Ouot -;a ,�A ,, kiss -- Allt F-IAIW ---! 11 -- AS FLOW —e► B — v to Im, All A V Wt%. It 0' AO -a06 All A 4' Min. It-g' IHo ren An A n' NT11, 11 X' 480-1100 All A -6' Min. It-B' w So BAN-DS lclipse Spatial Alt Neat Aurn*r Duct Unite (S) 360 AN-Dp Felipe@ Spacial Air Neat Burner Duct Unit located an cu,tines cid* of fanaecircubtsd air pact the located on pressure olds of fan Fresh air pact the burn*?. burner. turner to Are vertically up. Input 11110,000 ttttu/hr. Unit Includes three 360 AN Air Most Burner$ Input and FM type piping. 10,11100,0D0 Btu/ht and fM type piping _r1_ INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �11�!�i✓ Date Requested_ '- •Time A.M. P.M. 1 > > 7:-k ! 3 Permit �� r i, c r !_ Address - _ �L= Owner - __L -' �''" - Lot # - Builder The following Building Cod( deficiencies are required to be corrected* Presented to F l Approved Inspector Disapproved Date CALL FOR REINSPECTION VEs C) NO TUALATIN `!ALLEY FIRE do RkQCUE AND ' BEAVERTON FIRE DEPART .r.NT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT /�J�•'� _ �>>�``'�� _ L__ CONTRACTOR - _ BLDG, PERMIT 0 PROJECT NAME -�'`��fN �/V� 41p'� PLAN REVIEW It LOCATION JiJRISDICTION: 1= Be. 2= Du, g^ R.C.(4 T 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= HC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION TTEHPTED F - , u Framing ❑ Separation Walls �� Sprinkler System Shaft 0 Fire Dampers (Overhead/Underground) If�1 Alarm System El Hood' Extng Systems El Conference LJ Spray Booth Ceiling Cover Q Other A s�f CC e 1Z r ,O"L* �') -� /Y�P E'(� L' t/r��, 'ice Qr✓ -J/��'�''✓,� 1�� l/�'/J�/_Z LJ' �y-P E G� ``,[!�/1 �o S� 1 �� �<�/,F �/c"Ct��"� ,J�ic��•( Date: tnspector; �► f--T ------- i INSPECTION NOTICE City of Tigard Building Depertmont P.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 J t Type of Inspection1�L Ct�� _ v-� Date Reque ed __ Time _ A.M. � ✓P.M. Address / ` J ! Permit Wk /�l'_S� Owner _- Lot Builder The following Building Code deficiencies are required to be corrected: Preannlvrl in ___ __ f Approved Inspector - -- �I Diurpproved Wte f---'L----1--- — - CALL FOR REINSPECTION C7 Yoe O NO ITY TI S C C,� G.�R® WYOF IWAIRD COMMUNITY DEVELOPMENT DEPARTMENT oaeoow 13126 SW HWI 8W. P.O.Bax,23397,Tipoid,Onpon 07ZM(603)639.4175 1PLUMBING PERMITO PERMIT f. . . . . . . s PLM90-0002 xxxx PRIM. PERMIT #. t PLM90-0002 639-4171 DATE ISSUEDt 01/04/9C f,TTW r.;DRESS. . . 1 7333 SW BONITA RD PARCEL: 2S112AB-1300 UBDIVISION. . . . t ZONINQt T-L LOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . t ------------------------------------------------------------------------------ LASE OF WORK. . sNEW GARBAGE DT.dPOSALS. . : MOBILE :SOME SPACRS. t YPE OF USE. . . . tCOM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . s CUL ANCY GRP. . t B2 FW'-,,( DRAINS—. . . . . . :1 TTIPS , . . . . . . . . . . . . t TORIES. . . . . . . . t2 WATER HEATERS. . . . . . sl CATIA' E'3INS. . . . . . . I IXTURES-------------- LAUNDRY TRAYS. . . . . . : SF RA.T.N DRAINS. . . . . . INKS. . . . . . . . . . sl URINALS. . . . . . . . . . . . ( GRRASE TRAPS. . . . . . . I AVATORIES. . . . . t OTHER FIXTURES. . . . . s UB/SHOWERS. . . . ( SEWED. LINE (ft) . . . . s ATER CLOSETS. . : WATER LINE (ft). . . . t ISHWASHRRP. . . . : RAIN DRAIN (ft) . . . . t emarko: adding mink floor drain and water heater nort ----------------------------------- ---------------- FEES -----------p--- i2EGON CITY PLUMB & HEATING t amount b date rec t 11 7TH ST PRMT $ 0.00 PAYM $ 0.00 JLH 01/(14/90 REGON CITY OR 97045 PRMT $ 0.00 Phone N: 503-656-855E1 PAYM $ 0.00 JLH 01/04/90 PAYM $ 0.00 JLH 01/04/90 ontractort -----------------------------• PRMT $ 25.00 REGON CITY PLUMB & HEATING 5PCT $ 1.25 11 7TH ST PAYM $ 3'6.2V_Z :701 9010671 6REUON CITY OR 97045 ----------------------------------- Phone 1: 503-656-8558 $ 26.25 TOTAL Reg #. , t 7.132 ------- REQUIRED INSPECTIuNS ------- hie ;permit is issued subject to the regulations contained In the Sewer Innpecti.on _ igard Municipal Code, State of Ore. Specialty Codes and all other Water Line Inep applicable laws. All work will be don- in accordance with Rough-in Tnep approved plans. This permit will expire if work is not started Post/Beam Insp _ ith:n 180 days of issuance, or if work is suspended for more 'fop-out Tnsp _ har 180 days. Storm Drain Inep Rain Drain Inep Pormittee Signaturet V -- Issued By: Cai.l for inspection - 639_417 Permit No. CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applieb for a permit for the work indicated or as showxi in. the accompanying plans and specifications. SIGN LOCATION ADDRESS: '7333 S. W. Bonita Rd. ZONING: NAME OF BUSINESS: PAK-BEST APPLI ,iuvT/AGENT: Bob Patey COMPANY: Patey Signt; PRONE: 231=-1010 The City of Tigard imposes an .annual Business Tax which must be kept current on all persons doing business in the City. Do you pre$ently have : current Business Tax? Yes ( X) No ( ) U.L. Label 0 Al g____� lsaaaau sat/aalls!lsslaslaw.arl l�:al/sa lslallfass lsss aaaasas.'asal�asa!lllsltlliii!{la lasa!lr/�aaasa PROPOSED SIGN: (Check as many as apply) PERMANENT (X ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL ( X) ELECTRONIC ( ) OTHER ( ) 13ILLTIOARD ( BALLOON ( ) SIGN DIMENSIONS: 20X 5' EXPIRATION DATE: TOTAL SIGN AREA (Sq. F t. - l U 0 F't. Max WALL AREA (Sq. Ft.): 6, 00.0 Ft. _ — — WALL FACE: HEIGHT (ft): , PROJECTION FROM WALL: ILLUMINATION: YES ( ) NO TYPE: COPY: PAK`al:! TP]1"f'12Rnnam1111) MATERIpa iit3 EXISTING SIGNS: None ADMINISTRATIVE EXCEPTION: N/A APPROVED ( j HOU MUCH % AREA ( j HEIGHT [ j COMMENTSt navaaaaaaEraar_a.eamaa!!alaarlaaaavcaaaasaaeaa.assaaaaa-asasaasaasaranralasawaaasaaaaaraaaaaa PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee! 5;p O and plot plan. If work authorized under a sign permit Receipt Nc: has not been completed within ninety days after the Approved By: J_ issuance of the permit, the pet-,;It shall become null Date: /' �� 1 , and void. FLECTRICAL PERMIT I CERTIFY 'THAT I AM TETE r:CQ"ED OWNER OP THE PROPERTY REQUIRED: YES ( ) NO (�() OR AN �'.�I:N 1� '1'll GD EE ER. AUILDJNG PERMIT L` REQUIRED: YFS ( ) NO ( ��//) jtp ant's Signature l \ _ A drags TmIanhnna Permit No. _,W 89-157 crux OF TIGAK) SI(V PFVMIT APPLICATION The applicant hexp-by applier for a permit for the work ir-dicatal or as shown in the ac-xxxq)anying plans and specifications, SIGN wcmm Arimuns: 7- _Z322 5 W-5-Qnjta-Rcj-.,- ZON�G: NAME OF BIZRTESS: Pak-L)gst APPLIC&W/N.-ENr- _BQb _fttgy OCtWANY: PIVNE: The City of 'Tigard inposes, an axiv-vil PAu-,irbr--,- Tax vAiidi mLL,;t lx-- }: current on all persons doing business in the City. Do you presently have a can-ent Liminess tax? YES ( X ) 110 U.L. 1&--1 PROPOSED SIGN: ((lv3ck as marry as apply) PERKANEW X FRffffnMIW. FpUkay -IWTORARY WAIT, x E1BCTW,14TC al"ER BIT1130ARD Bul" SIGN DIMENSIONS: x 51 E)(PTRATION I 1XjTAL SUN AREA (Sq. Ft.) : _IQQ ft-,,_ Max. WALL AREA (,qq. Ft.) : 6,000 Ft. WAIL FACE: south HEI(Iff (Ft) : NTA---- PPWBM-ION F1;UM WALL: N,7A-- nLLKINATION: YES ( ) NO ( X ) CUPY'. Pak-Best IncqrDoroLed— MAITRUNLS.- EXISJUr, SIGNS: ADMM`MT1LVE EXCEPrION: N/A ( X ) APPROVED flow Wjai AREA HET(wr RUMING DEPARITOW Al L sign permits mist be acrxxvpanied by a scale Permit Fee: __$25.1_QQ_­ driwimi and plot plan. If work authorizer] under Paceint No a sign permit has not. been ocopleted within ninety Approynd By: da)rs aftex the issuance of the PDXMkit, the permit W7 ill. bw_r-ne nul.I and void. M3MRTCM, PF3*" I 0-IMFY THAT I AM `111E RTMld)I;D OWNFP 01-- WE TdUtIRED: YES NO (X) PInITIM OR A14 A(;FWP AtYlI]ORIZU) BY 'JUE (W-P. BUILD13C. PEMIT RrVJIR M, : YF,,- NO (X) Applicant's signature cp/B1Q,Tj1-3aff Address Teleptictie N:\W(-VD\(THX.-,V\ c 4 to 1 kT IL CL n Y'l ui ui (n OIA s , a v C7 o C.=-.�. r U z �l ' ��'•t .ti^ \ 1 f� CITY?OF T167A RD MECHANICAL ME892 PERMIT NO. s ME892504 / COMMUNITY DEVELOPMENT DEPARTMENT a °MON D E ISSUED: 11/22/89 '� i 13173 S.W.HMI Blvd,r'.O.Box 23397.Tlynd,Or*W 972x1.(907)639.4176 I M.PM'I.NO. 891949 JOB ADDRESSt 7333 SW BONITA RD TAX MAP/LOT 2S1 12AB 1300 SUBS LTs PK- LAND IL LOT SIZES 105974 ITEM: NO: NO: WORK CLASSt ADDITION FURNACE (106Y AIR HANDLR (10 USE TYPEt COMMERCIAL FURNACE 10OK4 AIR HAIr'DLR 10K CONST. (YPE: IIIN FLOOR FURNACE. F_VAP.COOLFR OCCUP.GRP. s B2 NEATER VENT FAN VENT VFNT.SYSTEM BLR/COMP (3HP HOOD NO.STORIES: 2 PLR/COMP 3--15HP INCINE:RATOR(DOM DWELL.UNITS: BLR/COMP 15-38HP INCINFRATOR(COM FUEL. TYPE OAS BLR/COMP 30-50HP REPAIR UNITS MAX. INPUT PLR/COMP 50+HP OTHER FIRE DMPkS'? NO GAS PIPING OLITI_F.TS 1 HIGH PRESS? NO LOW PRESS? YES REMARKS: Tenant addition to system L ------------------ - FFEss � I W. R. ChaatberlinA Co, PERMIT 11110.00 N POPox 1658 PLAN REVIEW t Portland OR 97201 FIXTURES $2.00 II PHONE (503) 241-•1255 STATE TAX 6.60 OTHER r HIEFIELD EDWARD N OREGON CITY PLUMB AND HFATING T1 611 7TH ST A Oregon City Or 97045 (r PHONE (503) 656-8558 99 v REGISTRATION NO. 2132 I TOTALt 112.1i� RF1'FIPT NO. This permit is isttred subject to the regulati:,ne contained in 11110 14 of the TMC. State of Oregon Specialty Codes,zoning regulations PLUIITRED INSPECTIONS and all other applicable codes and ordinances, and It Is hereby OAS LINE agreed that the work will be done In accordance with the plans and specifications and In camplieuce with all applicable codes and MECHANCI-SYSTEM ordinances. The Issuance of this permit does not waive restr'Alve F I NAL covenants. Contractor and subcontractors shall have current city business tax oermlts This permit will expire and become null and void If work is not stet the within 180 days,or If work Is suspended or abandoned for A period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to Assure nil required Inspections are requested and Approved Permittee Signature Issued By:L_--�`�_�,__..___ CALL FOR INSPECTION 639-4175_ SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE C17YOFTIGARDLMECHANICAL PERMIT E892225 COMMUNITY DEVELOPMENT DEPARTMENT (C4-1 13125S.w HNtBlvd.•PO.Box29997,Tigard,Oregon87229,(509)699.1175 � Te' ISSUF.D: 10/26/89 �_...��----- —--- - - -- -- -- -f'+PI}:1'16---8•g}�--- --- _�.�_- JOB ADDRESS: 7333 SW BONITA RD TAX MAV/L.O*( 2 S1 12AD 1380 SUB: I.T: BK: LAND USE: IL. LOT SIZE: 105974 I TFM: NO: NO: WORK CLASS: NEW FURNACE (100Y, AIR HANDLR 00 USE TYPE: INDUSTRIAL. FURNACE 100K+ AIR HANDLR 19K CONST.TYPE: IIIN FLOOR FURNACE EVAP.000LFR OCCUP.GRP. : B2 HEATER VENT FAN 5 VENT VENT.SYSTEM BLR/COMP (3HP 1 HOOD NO.STORIES: 2 BLR/COMP 3-15HP 1 INCINERATOR(DOM DWELL.UNITS: ALR/COME' 15-30HP INCINERATOR(COM FUEL. TYPE GAS BLR/COMP 38-5011P REPAIR UNITS MAX. INPUT 60600 DLR/COMP 50+HP OTHER FIRE DMPRS? NO GAS PIPING OUTLET: c' HIIGH PRESS? NO , PRESS? TL ...------....":04-PRT -- S__ I REMARKS If !second story additon to office area, and L Tenant Mod FEES: W W. R. Chamberlin8 Co. PERMIT t1.F1,041 POBox 1656 PLAN REVIEW 611.011 r' Portland OR 97201 FIXTURES $:34.0d PHONE. (503) 241-•1255 STATE 'TAX $2.20 -- - - - -- ---- -- - ------ OTHER C N r ISLAND MECHANICAL. r+ POBoxl72E4 r Portland OR 97217 l� PHON[ (50:3) 285--8510 Il1 REGISTRATION N0. Island TOTAL: $5 20 This permit Is Issued subject to the regulations contained In 1 ill"14 RECEIPT N0. of the TMC, State of Oregon Specialty Codes,zoning regulations ----•--------•-•------- and all other applicable codes and ordinances, and it Is hereby REQUIRED I'ISPECTIOHS agreed thet the work will bis done In accordance with the plans and GAS LINE specifications and In compliance with all applicaale codes and MECNANf..i_.SYSTEM ordinances I he Issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city FINAL. business tax permits. This permit will expire and become null and void If work It.not started within 180 days,or It work Is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the•esponslhllity of the permittee to assure all required Inspection%are requested and approved Pnrnu�;LLn Issued fey _ _.._-_... CALL_ FOR INSPECTION 6635-4175 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPAR MENT 4755 S.W. Gri,ith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 October 25, 1989 Island Mcchanical P.O. Box, 17264 Portland, Oregon 97217 RE: Bonita Road Warehouse 7333 S.W. Bonita Road Tigard, Oregon Gen t i emf-n: This is a Fire and Life Safety Plan Rivi.ew and is based on the 1985 editions of the Fire and Life Safety Cade (UBC), Mechanical Fire and Life Safety Code (UMC) , Uniform Fire r-de (UFC) , and other local ordinances and regulations, Plans referenced above are approved as submitted subject to the following condi.t ions: 1. Appr( ved Plans on Job Site: One set. of Approved plans bearing the stamps of the building department issuing the construction permit_ and this office must be maintained on the project : ite throughout_ all phases of con»t.rucL'.on and must, be made nvailnt,le to building and fire inspectors for reference during required construction inspect 4-n,;. UBC Sec. 303 2. Required Occupancy Certificate: Prior to the use and occupancy of the project. (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit.. UBC Sec. 307 If. I can be of any further assistance to you, please feel free, to contar.t me ht 526-2502. Sincerely, Gene Birch{.11 Deputy Fire Marshal GB:Icw / CC! Tigard Building Depurtment. ✓ Smoke Detectors Save Lives VAN OOMELEN/ L.00IdJENGA/ Job TWMcGARRIGLE / KNAI JF went - ----ICcnsuItIng Engineers Job No.;-/Iz* By ;477' , "� Date 9beet, No. 9MANkm".a�t��r:�tr�:�i:;:,�.,�+9V;.ii,.wrt.a:.?r'm,.�.:-..,•. ek,na121RM1'i�.'fettR:v�+1;:+JnilaY�RpI�AitwLr+��,.•.:l�yMta�.N,�C�+'�7„rt:1Mr9+'YI1k;��t.At:>" hl�;f�k'..:�rr:�.�e774i7ii4M1LU. A 4— xp i i I 1. t: �(Lt �.- I Wil- �,�. az 7. { . .cwt;,v;; ..,�...• .p � �:m�GfiCAaM�r.'sire,n�a"��wt;' �,.n,:.m..'�eterJ�t:iYr'c�Rl•;.,q•a•.'k!IAIW'^m,.,.•:a,::aroM;:::,ai='....r,.�,,. ��... .-„a.:.�;:Ga:.vc. 3933 SW Kelly Ave. / Portland, Oregon 97201-4393 (503) 222-4453 VAN OOMELEN / LO(OIJENOA / Job__ i MoOARRIALE / KNAUP _--- <-�. - Consulting Engineers Job No. � By / Date _—Sheet No.�L _ '�,�I...�C-:L 1,:1'...,��J�TI v►.-1 � -- �0� - �(q�r%2� �'SD' LLc = (0 F�(� L�, 112 FcF PCO� - z//,3,,1coj(4t)I a 7° I 39:33 9W Kelly Ave,. / Portlwnd,Oregon 97'101-4393 / (301:31 2122 A.0lS? /FAX (6031 P4S-91263 VAN DOMELEN / LOOIJEENOA/ •Job — McOARRIOLE /KNAUF cle,nt I Consulting Engineers jab'*140. _ 9y Oats _ _B►�t N..�__ 4 q, L �urO/iL/.� G.L• �J:�B'.�. - Co�'G�/1f �'l� .S [ !_ . 7 psi �c�i'�c,c�_ �i✓ �,�f s v,�� ::�;TV Z Z�~ ✓GF 3933 SW Kelly Ave. / Portlrind, Oregon F37201-4393 /IMC31 222-4•4493 FAX i5031"MR-9283 VAN DOMELEN/ LOOIJENOA �— McGsafAif IGLE/KNAUIF l Consulting Engineers Joh No. — By Qeta_ __ 6haet Na 7Z FS ( Gia'r- U)JDE5P- r 1903 SW Kelly Avec / 13ortidncf,Qreprin 137201-43£3 /15031222 44!°3 /F (0503(L-48-0293 V C17Y OFT117A MIT 14T. PERMIT RD PEFMTT WU : PL.991950 (CnYL�Lr)RDCOMMUNITY DEVELOPMENT DEPARTMENT TE I3£UEDs 10/17/89 13125 S.W.Hall Blvd„P.U.Born 23397,Tigard,0r*pon 91223,(6;3)679-4175 P I M.PMT.NO. 891892 JOB ADDRESS: 7333 SW BONITA RD TAX MAP/LOT 2S) 12AD 1300 SUB: LTi BKi LAND USF._E. IL LOT SIZE: 105974 ITEM: NO: NO: WORK CLASSs NEW WATER CLOSET 5 TRAP USE TYPElf INDUSTRIAL URINAL. 1 BK>:LOW PRVNTR CONST.TYPEt IIIN LAUORATORY 4 TRAP PRIMER OCCUP.GRP. 1 B2 TUB SHOWER GREASE TRAPS DISHWASHER GARBAGE DISPOSAL. NO.STORIESt 2 WASHING MACHINE DWELL.UN1TSt LAUNDRY TRAY BLDG.DRAIN (DIA FLOOR DRAIN i SINK 1 SEWER (FT) WATER HEATER 1 STORM/RAIN (FT OTHER ---------------------- REMARKS: second story additon to office area, and office spare improv FEESt W W. R. ChamberlinA Co. PERMIT $97.58 N POBOX 1658 F Portland OR 97201 FIXTURES F1 PHONE (503) 241-1255 STATE TAX $4.88 OTHER $24.38 r, N ISLAND MECHANICAL � f� PO BOX 17264 A Portland OR 97217 1 PH04E: (503) 285--8510 F1 RFGISTRATION NO. 26•-234ph TOTALI $126.76 � This permit isIssued sublectlothe regulations contained lnTitle l4 _..__._._._____.__ .RECEIPT NO. 1(),5-73-7-73-7 of the TMC. Estate of Oregon Specialty Codes,zoning regulations REQUIRED INSPECTIONS Arid all other dppllcable codes and ordinances, and It Is hereby Agreed that the work will be done In accordance with the plans and PLO.UNDERSLAB speclflcatlons and In compliance with all applicable codes and M.P.TOPGUT ordinances The Issuance of this permit does not waive rketrictive 4AL covenants. Contractor and subcontractors shalt have current city t;usiness tax permits. This permit will expire and become null and void if work Is not started within 180 days.or If work Is suspended or abandoned for a period of 180 days any time after work has commenced. It shell be the responsibility of the permittee to Assure all required Inspections are requested and approved ermittee gnature INiued By. —Yoll - L FOR INSP"T1.A 649-475 SEPARATE PERMITS REQUIRED FOR WORK GATHER THAN' DESCRIBED ABOVE CITY OF TIGARD SCYTICE OF DRCISION TEMPORARY (ISE TU 89-11 CAK-UHST, INC. APPLIC]lTXON: A requ&at by Pak-Best, Inc. (Tennant Invost-ors, property owners) for a Temporary Ure Permit to allow use of a 720 square foot temporary office building for up to 90 days while permanent offices under construction on the same site are completed. Manufacturing facilities attached to the permanent offices are nearing occupancy thereby necessitating the temporary offices. Zonings I-L (Light Industrial). Locations7.,-i33 SW Bonita Roar] (WCTM 2S1 12AB, Tax Lot 1300) . DECLSION: A. FINDING OF FACT 1. Background An applin.• ion for Site Development Review approval (SDR 88-15) for construct •n of a 40,000 square foot warehouse on an existing foundation was approved by the Director in August, 1988 This proposal was not pursued. In June, 1989 an application for Site Development Review approval (SDR 89-11) to allow construction of a 47,350 square foot warehouse was approved by the Planning Division. This review was required because the plan constituted a major revision to tte earlier plan for SDR 88-15. 2. Vicinity Information Properties to the north are zoned and developed I-H (itenvy Induntrinl) . Properties to the east, south, and west a-e zoned the name as the subject propertl , I-L. 3. Site Information and Proposal A 47,350 square foot manufacturing/office building is currently under construction on this mite. The manufacturing facilities and Bite improvements such as parking facilities and storm drainage improvements are nearing completion. The applicant proposes to une a 720 acp re foot temporary office building until than permanent offices currently under construction are also completed. The temporary structure will be required for no longer than 90 days. 4. Agency and NPO Comments NOTICE OF DECISION - TU 89-11 - (PAK-REST) PAGE. 1 The Building Division comments that building permits are required for the temporary structure and that temporary sewer and water service in accordance with the Uniform Building Code must be provided. The Engineering Division noted that the driveway approaches currently under construction must be completed prior to occupancy. B. ANALYSIS AND CONCLUSION Community Development Code Section 18.140.070(C) provides the following criteria for temporary use approval for a temporary building: a. The temporary trailer shall be located within the boundaries of the parcel of land. . . ; b. The property to be used for a temporary trailer shall be developed; C. Thera exists adequate and safe ingress and egress when combined with the other uses of the Droperty...; d. There exists adequate parking for the custumera of the temporary use. .. ; e. The use will not result in congestion...; f. The use will pose no hazard to pedestrians. ..: g. The use will not create adverse off-site impacts including noise, odors, vibrations, glare or lights which will affect adjoin'.ng uses. . . ; h. The use can be adequately served by sewer or septic system and water, if applicable. The Planning Division concludes that Pak-Best's proposo,l for use of a temporary office structure complies with these standr.rus because the temporary structu-u ie to be wholly located on the site of Pak-Beat's soon to be operating manufacturing operations; the manufacturing building is nearly completed and necessary site improvements are already in place; the new parking lot and access driveways will provide sufficient parking for a use occipying the temporary trailer and manufacturing aerations as well as safe access without unnecessary congestion; nu adverse impacts upon adjacent uses are foreseen from use of the temporary structure; and the applicants have made arrangements for temporary sewer, water, and other .itility hookups for the temporary structure. In addition, the proposed office use of the structure is a permitted use in the I-L zone when combined with the manufacturing operations to be conducted in the main building. Also,the proposed use NOTICE OF DECISION - TU 89--11 - (PAK-BEST) PACE 2 of the temporpry structure is to be limited to a 60 day period. The applicable a_,proval criteria for a Temporary Use permit are therefore fully satisfied. C. DECISIG, The Planning Director's Designee approves Pak-Best's application for Temporary Use TU 89-11 subject to the following condiitons: PRIOR TO THE ISSUANCR OF AN OCCUPANCY PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED. 1. A building permit for the structure shall be obtained from the Building Division. The building must bear State of oregnn certification that the structure Is approved for office use. Temporary sewer and water service shall be provided. STAFF CONTACT: Brad Roast, Building Division. 2.. The driveway aprons between Bonita Road and the new parking lot shall be completed. STAFF CONTACT: Gary Alfson, Engineering Division. 3. The City of. Tigard Business Tax for. 1989 shall. be paid. STAFF CONTACT: Patty Lunsford. 4. The temporary building shalom. be .located no closer than 30 feet from the property's boundary with the Bonita Road property line. THIS DECISION IS VALID FOR NO HORI? THAN NINETY DAYS FROM THE DECISION DATE NOTED BELOW. D. PRC.;EDURE 1. Notice: Notice was posted at City Hall and mailed to: /he applicant and owners ere of record within the required distance _ affected Neighborhood Planning Organization ffected government agFncies ::t4 Pt 2. Final Decision: THE DECISION SHALL BE FINAL ON � NLESli AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordanr.e with Section 18.32.290(A) and Section !8. 32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and NRRt. Appeal fee schedule and forms are available at Tigard City Hall , 13125 SW Hall Blvd., Tigard, Oregon. NOTICE. OF DEiCISION - TU 89•-11 - (PAK-BRST) PAGE 3 The deadline iok- filing of an appeal is 3:30 p.m. /0 4. one? If you have questions, plaase call City of Tigard Planning Deknrtment, City of Tigard City Hall, 13125 SW Hall. Blvd., Tigard, Oregon. ,W_ I I V 4'1� 7 PREP D BY J rry , X�eet. Planner DATE APPROVED BY: Reith Liden, Senor Planner DATE DECFOR.VRG rA race eun��wrt � g v 1 r on _ W..� Y �Y NOTICE OF DECISION - TU 89-11 - (PAR-BEST) PALM 4 r �pZIN �q� TUALATIN VALLEY FIRE do RESCUE AND �BEAVERTON FIRE. DEPARTMENT FIRS: MARSHA' , OFFICE; a`i'QE (503) 526-. 9 POSTED OCCUPANT CONTRACTOR __BLDG. PERMIT 11121e?Z PROJECT NA:MF IV �f� / w� �J%�'✓IG' PLAN REVIEW 0 LOCATION 1�3 JURISDICTION; In Be. 2= Du. 3= K,C.(/4= Ti. 5= Tu, 6= Sh. 7= Wi. A= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Undergro-,nd) El Alarm System ❑ Hood' Ext.ng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Ot.her _ _ Date; Inspector: .� 1) 23'J VAN DOMELEN /LOOIJENGA Job McGARRIGLr= /KNAUF GIkMIj4-1-Q Consulting Engineers job rjo. 1362, ey No.4z s 7 K 'I0'3'3"Al W.1k, A,� nw"finn R7PM-4393 /1150312P2-44e53 FAX 16031 e48-9283 APPLICATION - STREET IMPROVEMENVEXCAVATION COPY 10: � (WHITE)-FILE ORDINANCE NO. 74-14 J"} (YEL !I (INSTRUCTIONS ON SEFAR.4Ttc SHEET) ,�,�Q Vs Qf w (I'INY� �LNT- �.LJ� (P-.UE)-APPLICANT APPROVED LA APPLICATION NO.: 309 I'OT APPROVED ❑ CITY OF TIGARD, OREGON F' E AMT.: E- _- 4280.(X) —__- PENDING FEF. PMT. ❑ CITY HALL RECEI PENDING SECURITY Cl PUBLIC WORKS DEPARTMENT Bvr_� ,- PENDING AGENCY "OK" Application and Progress Record MAINTENANCE BON13 It_ PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION As REQUIRED JL ANNUAL. u PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: -344--89 _ , DATE ISSUED: _L_ 1BY: _.- (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ _ .ark/ :cYC�t3t ,i fr-�iBgt�a __"jprQV0-gmts,& '59 2C/_KAerAS DESCRIBED HEREIN, IN FULL ACCORDANCE wriq CITY REQUIREMENTS services �l241-23'1 APPLICANT pl;t+GpA_I'AIgAr.Coat. ZtIC.—Z_..�j_ .,Ietfar-= _Ja�CYl.arti .Sf._ 7ZG1-AD CONTRACTOR- S CIT HOF1-E CONTRACTOR_ sai1113),�—,__��_ NAME ADDRESS GIT --- •�M V'YE PLANS BY__attOcnneler_►�Ooi�M ,rrlyl�[i<rsL3taf 3933 aIIV iCally_�us�, .S24i�72u1 222•-1445) NAM ADDRESS CIl V NONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): !F 70w-w _ DOLLARS -.--.___.Y_-_` _.-_--:-.--�--.-::—=•--.-_.`_'-._�------='=-"__�--__._.,_._._.._ --��-_Wim._�.��-�T__��_�_. �-., 2. EXCAVATION DATA: FOR OFF E USE. ( ❑MIN. ) __.. 0.04 X STREET _ DESCRIPTION PROGRESS & INSPECTION STATU_S- NAM:C SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY �- TYPE LNt"iTH WIDTH DEPTH ITEM $ QUANTITY ri STREET -.- _ OPENCD danita I 9G'f Eitt3C sla - - INSP_ .- _ R TION Q ESTIMATED STREET OPENING DATE: / : E ESTIMATED STREET CLOSING DATE: / / TE STREET (3) SECURITY NO. — SECURITY AMT: $ 7OU0.00 CLOSED SURETY CO.: united States WeILLy til (A rarity CO. v FINAL � �- CERTIFIED CHECK U CASH ❑ MONDf iNI9;PEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES, EXCAVATION LOCATION AND EXTENT. r 1 I. All work shall conform t0 the 99 I attached Man and to City StandAc� 2. Notify jar. mike mills, citj _ Lnsjvctor 639-91711 prior to starting wr.--k. Bonita Rd. 3. TrOffic control tU be 13 4,t►>iL . - ----- - for .hy coritractor and shall un in place ;>rior. to rtyt:tirxI wlork , r I 1 i 1 (5) NOTE; THE CITY OF 'TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT 'TME RFQI'IREO SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIr-IrATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HA:<MLE4S TH1: CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. 9 APPLICANTS SIGNATURE _ - 4 -- DATE / / TUALATIN VALLEY FII?E & RESCUE AND BEAVERTON FIRE. DEPARTMENT 4755 S.W. Griffifl, Drivc• 11.0. Box 4755 • Bear crton, OR 97076• (503) 526-2469• FAX 526-2538 September 20, 1.989 VanDomelen/Looijenga/MeGarrigle/Knattf 3933 F.E. Kelly Avenue Portland, Oregon 97201-4393 RE: Bonita Road Warehouse 7333 S.W. Bonita Rd. Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanic6,.1 Fire and Life Safety Cade (UMC), Uniform Fire Code (UFC), and other local ordinances and regulations. This review covers the interior modification to the above noted occupancy. 1 . Tnspectiens Required: Inspection and approval of construction by e representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. UBC Sec. 305 2. Required OccuRancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval. must be obtained from the building department issuing the construction permit. UBC Sec. 307 3. Mechanical Plans Requi.rt!d: Pl.sna referred to and examined by this office contained no plans for heating; or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the RVAC equipment and duct work must. be submitted to and approved by this office prior to installation. UBC Sec. 302 Smoke Detectors Save 1...ives VanDomelen/Looijenga/iMcCarrigle/Knauf September 20, 1989 Page 2 4. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.208 Submitted plans are approved for construction subject to the above noted items and compliance therewith. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you Have questions, please feel free to contact me at. (503) 526-2503. 5 i r J Bob Hunt. Deputy Fire Marshal BH:kw cc: Tigard Building Department ,/ ------ - -` � � SEWER PERMIT C1r/ OF TIGA � RMIT N0, a SES91951 COMMUNITY DEVELOPMENT DEPARTMENT TE ISSUED: 9/19/89 13125 3.W.f i all Blvd.P.O.Box 23397,Tigard,Orwgon 97223,(}502)619 417:, .---P JOB ADDRESS: 7333 SW BONITA RD USA NUMBERe 39061 TAX MAP/LOT 2S1 10AB '_300 5U8: LTe BKe LAND USE: IL LOT SIZE: 165974 SECTION: TWP: RNO: WORK CLA6S% NEW USE TYPEe INDUSTRIAL The applicant agrees to comply with all rrllesl and requlationr of the Unif:,id Sewerage Agency. The permit expires 120 days from the date issued. The total i a�tourt paid will be forfeited if the permit et:pires. The Agency does not gttar- anf:ee the accuracy of the ;oration of the side sewer laterals. If the sewer is not located at the measurement givren, the installer shall prospect 3 feet it all directions from the dis+�ance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the P,ilaency will install a Il•ISTALL. TYPE: IMPERVIOUS AREA: FIXTURE UNITSe 46 TENANT IMPROVEMENT: YES DWELLING UNITSe 3 NO. OF BLDGS. e i FEESs vv W. R. Chamberlind Co. PERMIT N a08ox 1658 CONNECTION CHARGE Portland OR 97201 LINE TAP INSTALL.. PHONE: (303) .241-1255 --- --------_._�.. -- -- --- OTHER N l OTKM CONSTRUCTION INC. n 1224 SW 17TH Portland OR 1, PHONE (503) 241-2875 REOTSTRATION NO. OTKMTOTALt This permit Is Issued subject to the regulations contained In Title Id RECEIPT NO. /G�5 L/ld of the TMC. Stet@ of Oregon Specialty Codes,inning regulAtlons -------------------- And all other Aoplicable codes and ordinances, and It Is hereby spread that the work will he done In nccnrdAnce with the plans and epecificAtions and In compliance with all nppllr,Able codes 0nrl ordinances The issuance of this permit dons rw' waive restrictive covenants Contractor and subcontractors shall have current city humilness tax permits This permit will expire and become null And vold If work Is not started within 180 days,or It work Is auapanded ur Ahandoned for a period of 1110 days any time After work has rommanced. It shall be the responsibility of the perml'tee to Assure All required Inapecllons ere'requested and approved � wla,ila Permittee SignAturn Issued By � ,tT1.(_ t-►TR T14APEL'?Tf.1N T,:3q=4175"""'-'_.___. _----------- SEPARATE PE MI" ia FOR WORK OTHER THAN DESCRIBED ABOVE. ,I �J F TIGM RD BUILDING PERMIT / PERMIT NO. : BU891949 cm or Them ;'Ot'AMIINITY DEVELOPeviEN T DEPARTMENT 0200°" TE ISSUED 1 9/19/89 '31251 W.hall Blvd.,N.0 Box 23397,T19 rd,Oregon 97223,(503)6394175 IM.PMT.LlQ. __Si.d..�.57�t1�._------ -jO) ^ -PESS: 7333 SW BUNi•l 'e RD l TA) MAP/LOT 2S1 12AP 1300 SUB: LT. FII(: LAND USE: ". �-T SIZE a 1 15974 V ;,A)ATION: $ 60,000 SETBACKS ----- FRONT: 75 REARS 25 CLASSs NEW DWELL.UNITS: LEFT: 25 RIGHTS 10 '.3t TYnri INDUSTRIAL N0.BEDRIIOMS: EXT.WALL CONST: ` i CONST."•YPE1 IIIN NO.BATHS: Nit HR S: E:NR W:NR OCCUP.r,;4r- 1 82 PROT.OPENINGSs TOTAL AREAS 1152 . ,TORIES: 2 1ST, 1152 ROOF CONST: A FIRE RET? YES r."IGHT: 2" 2NDs AREA SEPAR? NO RP.TEDs BASEMF:N1? NO 3RD, OCCUP.SEPAR? NO RATEDs MEZZANINE? NO BASEM'T FLOOR LOAD: GARAOEI FIRE SPRKLR? YES ALARM? NO FLOW(GPM) DETECT? NO _.._..�__HE8I TYPEs_1A.5 __—_ HDCP.ACCESS7 YES CORR? NO PLAN CHECK BYs JhJ REMARKS: Second story additon to office area, and REISSUE OF NO. )Rice apace improv LAST REISSUE __-- - — FEES: -- --- --- — c� w W. R. Chamberlin& Co. PERMIT $313.00 ra POBox 1658 PLAN REVIEW $283.45 Ft Portland OR 97201 FIRE DEPT $125.20 PHONE (583) 2411255 STATE TAX $15.65 _ OTHER C W DEVELOPMENT CHARGES, o SDCtSTORM) T OTKM CONSTRUCTION INC. SDC(STREET) R 1224 SW 17TH DDC(N ) C Portland OR PREPAID < $328.65) J C T PHONE (583) 241-2875 R REGISTRATION NO. OTKM TOTALS $328.65 - -- - _ This permit In Issued subject to the regcontained .. letlons contained In Title 14 _______ _—..RECEIPTNO.___....._ of the TMC, State of Oregon S;+ecialty Codes,zoning regulations REQUIRED &NST"'CTIONS and all other applicable codec and ordin9nces, and it Is hereby FOOTING agreed that the work wll,'!)a done In accordance with the plans and specifications and In compliance with all applicable codes and FRAMING ordinances The Issuance of this permit does not waive restrictive INSULATION covananli. Contrac'or and subcontractors shall have current city INSULATION �.usiness Ox permit. This permit will expire and become null and SUSPEND.CEILING old If work Ib not all,rted within 180 days,or If work,is suspended or abandoned for d period of 180 days any time after work hes FINAL commenced. It shall be the responsibility of the permittee to assure all required Inspections are requested and approved. )( ��o --6- Permittee 31gnature Issued By �'U__.--•---,---_—__-.__._____-_-.--_. AOR INf;pf;l;I ION AAA-41 15 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE C CITY OF TIIFA R® OREGON September 15, 1989 RogAr McGarrigle VanDomelin/Looijenga/Mc:Qarrigle/Knauf 3933 SE belly Ave, Portland, OR 97201 Project: Tenant Modification 7333 SW Bonita Rd. Dear Mr. HcGarrigle: Plans for this project were r.evievad for conformity with applicable codes, and are approved. We are expect.'-ng to cocieve the building site location drawing when you have it p,--,,,pared. We also need to know the nature of the type of business to be conducted in the building. Separate plans are required for the piumbing and mechanical systems, as well as plano for any changes or additions to the building automatic sprinkler system. Separate permits are required for any such work. You may get the building permit for the projoct at your convenience. If If you have any questions, or if we may he of assistance, contact us at any time. Sincerely, -(�-4� Jim Ja a Plans Examiner FAX (503)684-7297 13125 SW Hall Blvd.,P.O.Box 23397,Tigard Oregon 97223 (503)639-4111 — m QQQ Q Q 4_ 4 4 a - _---o •j N I -- ry O O UI o e _ -�` VAN DOMELEN / LOOIJENGA / MoGARRIOLE / KPJ,R OF _ Consulting Engineers 3933 SW KELLY AVE./POFTFLANO.OREGON 67201-4393/(603)222-4453/FAX 249-9263 Job _ Jab Na. _ — L7et© cL-6`1 Phone ❑ with Conference ❑ with Field . ❑ with Memo D to Subject: • 'For- -. Fr- . 6C L�Ir;t,f'I�IIf per; l VAN 00IVIELEN / L®QIJE-N_AA! Job. 'x' McGARRIGLE / K NAUF _ Cllant k Consulting Engineers Job No. Date <__ l:J Sheet No. ,/ „ ., �r:d . . ,, „ •.yy,. �.n h:�a.;.r.a,r,u^�,,w�w�.,xtuu+:`:.,. , T 44: r* i Al A/O , ol ptf�lWilil 'kmr�nrc r :,;.dq�MR:w►:. ea+w�µ, :,,.. r�asv rr ,r.•ww,r� «wwwr«nrrxp ;c+rrMwwe rio«nv �t� +aa�ur rn�tre110doolk.low- 3933 4W Kelly Ave. / Portland, Oregon 97201--4393 (503) 22? -44G3 VAN DOMELEI / LOOIJENGA/ Job -- --- _ - ___-- McGARRIGLE / KNAUF Chent :. Consulting Engineers Job No. Date_ Sheet No. .,.rMdlHiMw'4w1�'tt; .,,..R•,�� A-v. P ��ta..�.. ...•ti...r.waat;:.,:,arac r•,a^eaactirx. ..,a^ 'auaa.,t�v;rr.,�. „.�ria,.�„n•�A.'uM�trr.x'�:C,y� �.,^�.Fr:x+,fta:►'H-at�lxr:, . _ I 7 c, ..�. ...�. , .� � -,,•a .-/ � _.. ... .._... �G' •MJF/ /1/��.F''/�i ��/ ��{'� !✓1�! V�/ �"� '� ,'"s f ter✓"� /�i9�'"/`:'�ritJl�r��. +.., I t � I i 3933 SW Kelly Ave. / Portland, Oregon 97201-4393 (50;1) 222-4453 VAN DOMELEN/ LOOiJENGiA/ Job MC®ARRIGLE / KNAUF Client ),,� Cnnsulting Engineers Job No. ' ..-- BY Date '� } _Sheet No.—7 ..,.n; �fYdRdt�lliti�lal'•. .•nacre:.n<c:^a�Ri'r.�Yaa+.Y':b�6Y'^edoC•.sr'�c9r�;,v.^a-va>..dw+^.r,`•'.9uw^,N1n'ri e^.a9., f 4,6"ole- 2 xl2 ----- �� T,J, --- a 1, 933 SW Kelly Ave. / Portland, Oregon 97,201-4393 (503) 222-4463 VAN DOMEL..EN/ LOOIJENGA/ Job MCOARRIGL.E / KNA JF went Consulting Engineers Job No._ Hy Date —Sheet No. � Ju 3933 SW Kelly Ave. / Portland, OrcRon 97201-4$93 (803) 222-44,53 9i�i¢/e y TUALATIN VALLEV MRN; & RESCUE AND BEAVERTON FIRE: DEPARTMENT 4755 S.W. Oriffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526.2538 August 25, 1989 Mr. Jeff Menor Wormald Fire Systems 2630 SE Schiller Portland OR 97202 Re: Bonita Road Warehouse 7335 SW Bonita Road Tigard OR 97223 Dear Jeff: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC), Uniform Fire Code (UFC), and other local ordinances and regulations. Automatic sprinkler plans submitted to this office for the above captioned project are conditionally approved subject to the following items: 1. Pij2inq for Fire Department Connection: Although this piping has not been Tnr_ uded n your con rac �t snal�be flushed and hydrostatically tested in accordance with the National Fire Protection Association Standard 13. If other contractors are to conduct this test, then please forward this information on to them. Additionally, the fire department connection piping has not been shown connected to the sprinkler system manifold. This ^rfice•reserves further comment after installation has been made. 2. Hydrostatic Testing: Hydrostatic testing shall be connected in accordance with the National Fire Protection Association Standard 13. A member of this office shall be present to witness said test, and for inspection of the overhead piping system. After completion of tests, a contractor's maceilcl and test certificate shall be completed; and signed by the contractor and a representative of the owner. A ropy of said test certificate shall be submitted to this office for a permanent record. Smoke Detectors Save Lives Page Two Letter to Wormald Fire Sv5tems Plan Review 786-89 Bonita Road Warehouse August 25, 1989 3. Approved Plans on Jab Site: One set of approved plans bearing the stamps o -t5e building deparbmen issuing the construction permit and this office must be maintained or the project site throughout all phases of construction and must be maoe available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal/Plans Examiner GB:bj l:3738e cc: File City of Tigard Bldg. Dept. 1 -� WALATIN VALLEY FIRE & RESCUE' AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR Q7076• (503) 526-2469• FAX 526-2538 August 21, 1989 American Heating 232 NE 9th Avenue Portland OR 97232 Re: Bonita Road Warehouse 7.355 SW Bonita Road Tigard OR 97223 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (.UMC), Uniform Fire Code (UFC), and other local ordinances and regulations. Plans are approved as submitted. Sincerely, i r Gene Birchill Deputy Fire Marshal/Plans Examiner GB:b,11:3714e cc: Iigard Bldg. Dept. Smoke Detectors Save lives Ml--':(:,HANIr'AL PV.-OMIT NO . : MV44911.660 CITYOFT167ARD COMMU.'-VTY DEVELOPMENT DEPARTMENT °'"O°" 13125 S.W.Hall Blvd.,R.O.Dom 23397,Tigard.Oregon 97273,(503)639 4175 PPIM. I-)M'Y' .NO, JOE) ADE44F' 5S : 73-33 SW 130NII'A RU TAX MAP/1-01, !DUH E!1< LANU USE: I (TY, SIZE : I*T*EM: NO NO: WORK CLASS : NEW F:'I.JPNA(:'I::. <100l< AIR HANDL D (10 USE TYPE : (',i.),'!MERCIAl.- FURNACE 1.0010. AID HANDI P I-0K CONS*11' .TYPE : IT IN FLO01P4 F*1jPNA(:'F-'. EVAI:* . COULF.-i:W OC:(:UP GAP, 82 IAF--A'T*E:-'1;4 VENT' F AN VEN'T V[-':N 1' . S Y S'VEM B1 F4/Cump (31.4p HOOD NO. SITIRIF"i 1. BLIPI/COMP 3-10HP INC 1:NERATOR it rxim DWE'!..I- .U.NITS : Of A/CUMP 15-30HP TNC1Nr.-*.:PA'r()P(COm TYPE GAS BLA/COMP 30--.501-11P REPATIP11 UNITS MAX. INPUT OTHER FIRE r)MPPS*? GAS PIPING OUTLETS 1-11UH PFOLSS-1 t.ow P;*..%S'? 041111.tilk P13111.11:1 Wilt POV41MA MW ':jl'1lF4j .1 PAC TAUS'T PF VV PLAN PF;:V:I'E:W rd FIXIIJIIES it STA'rC:: 'FAX C N AMERICAN HEATING T j1p*,3p NR 9114 A Op 914?32 PHONE' (30.311 F2.39-41600 11 "rG15'i'r4ArT0N Nn . 331.35 TOTAL 11 RECEIPT NO. lhis permit Is Issued subject to the regulations contained in Title 14 ....... of the TMC, State of Oregon Specialty Codes, inning regulallon14 slid all other applicable codes and ordinances, and It IS hereby („AS L I N F-F agreed that the work will be done In accordance with the plans and MECHANCA.. . SYSTEM specifications and In compliance with all applicable codes and r I NAL ordinances The Issuance of this permit does not waivm restrlctivf, covenants Contractor and —ilroc tore shall have current cliv business tax permits. This permit will expire and become null and void If work Is not viiiiiad within 180 days,or It work Is suspended or abandoned for a period of 180 days any time after work has commenced It allall be the responsibility of the permittee 10 Assure all raqoIred Intpections nio requested and approved Permittee Signature Issued By, A GALL FUF4 ANSPLU1111N 639-4117.4l, - -- SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY OF TIIFARAJ OREGON August 1, 1989 Diane Gardner American Heating 232 N8 9th Avenue Portland, OR 97232 Projects Bonita Rd. Warehouse, MP 891660 7333 SW Bonita Rd. Dear Ms. Gardner: Plana for this project were reviewed far conformity with applicable codes codes, and are approved as revised. You may get the mechanical permLt for the project at-your convenience. If you have questions, or if we may be of assistance, please contact us at any time. ( Sincerely, im Jaq% Plans If &miner FAX (503)684-7297 13125 SW Hall 81vd.,P.O.Box 2.3397,Tigard,Oregor,97223 (503',63Q-417i - PUTLA)TISIG, PEPM11' clew I A CITY OF TISR RD NO. : 8(J091.,330l`--- CITY COMMUNITY DEVELOPMENT DEPARTMENT :)()'TE: IG5UE:'D, 7/10/89 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard.Oregon 97223.(.503)639-4175 :)Q'T.M. PM.T. .N(:1 . (391092 JOB AIDPI:SS-S : 7333 !:iW HON I. TA 141) T:-,X MAP/I 01' 2SI. 1PAE'.4 J-WO SUB: I T : PV LAND tJSV-.* : TI I-01, J.059,741 VAI UAI-10N: tp 7-76,ono SFKTRACK!:i VPONI' : 75 RF-KAN i 15 WORK DWEI I... .IJNI*T*S : I.-.EF-T : P-5 PIGH'T :1.0 USE: I*Ypi:: TN1:)1.151'PTA1. NO . DEDPOOMS : f.-.:X*I* . WALL (,ON51' : TITN NO. BA'TH13* : N: I HR "a : E :NP W:NP OU11P.F.'-PIP . : F32 PRO'T .(:)PE'N1N(*.-,�; ; (A"XIIJ0.LOAI'.) N G F" W T(YTAI... AIRFA : A8502 NO . %1'01PIIF'G : 1. I.S*T : 48505! POOF CON51' : .*4 1: TRE: REK-1-7 Y F-F, HL 3:f.,H*T : "t'i 9 t2ND: APFA 5k:J)AP117 NO AA11:1): 3ASEMENI-7 NO 3FI13: o(:cur) . sF.-J-)AP7 NO AA*TF:,D . MEZZANINII-K.7 NO DA5F;:M''T FI 00P LOAD: 1. (3ARA(.A:: : 1:7IRE SPPKI D7 YES Al A1111`117 NO F"I OW(GPM) DF;A'F-X.-T-? NO TYPE: GA'i I-II)CIP.A(::CAK55'7 YE!ii CURB-Z NQ PI AN (',HE:'C'K BY : JI-iJ REEH61PIKS : Shrill fc)r b1citl . F'ridn 1vt 1493.092 RFi-J:Si5UL OF NO J.!i; "Ko!rry" I A!:'T I*)E-:I5!iUP.' W . 17 Ca . PERMIT sp, I.P-3 .0() W 14 POF),:lX 16,50 PLAN PF-:V.I:E--W $1 ,:3'79.9r5 E P a r t:l.ia n d 01:1 97 A?0 1. FIAE;* IA.,::P,T, $0.119.20 R PHONE-': (503) 2,11- 1.0155 51'A1*F*.* 'TAX $10 1-5 011-1EP C DI--Vr-:LOPMEN'I' CHAPGLI*n : N T CX)NIS14AXTION INC: . 5 DE,(5'TPF.'F11 'T` 1.224 SW 1.71H P13C l C Portland OR P PV r'A T D < $1. 1.:3) 0 T PHONE 11.503) P-411--P87-5 PE'GIS'TRATION NO. O'I*KM T 0 TAI 60:1. 1.7 PFAAr-TIYT' NO , This permit Is Issued subject to the regulations contained In Title 14 of the TMC, State of Oregon Specialty Codes,zoning regulations r-1E(JI.1Tr4F:I) INl3"I'-1Et-tTON5 and all other applicable codes and ordinances, and It Is hereby agreed that the work will be done In accordance with the plans and ('.'1'TY AF)PPCH/5W specifications and in compliance with all applicable codes and F011')'TING ordinances The issuance of this permit does not waive restrictive F01.11NIDATION WALI- covenants Contractor and subcontractors shall have city 131-111 . AB business tax permits This permit will expire and become null and void It work Is not alerted within 180 days,or If work Is suspended or %LAB abandoned for a period of 180 days any time after work has 1*11-T-1113 PANELS cnrnmenced It shall be the responsibility of the permittee to assure FRAMING all required Inspec ns are requested and approved r required Inipec SHEAR WALL Sig 'tu;� uW ROOF' NAILING I N511 J1111 AI-ION F1 NAL P rmittee Sig lure Issue,; F3Y SEPARATE PERMITS REQUIRED FOR WORK OTIiER THAN DESCRIBED ABOVE 7/�� TUALATIN VP, LLEY EIRE AND RESCUE .y r ' FIRE MARSHALS OFFICE 4755 S.W.Griffith Drags • P.O.Box 4755 deavnrton,Oregon 87076 (503)628.2469 ,lune 20. 1989 Gordon Vnti 'Pyne Van Domel.en/Looi.jenga/McGarri.gle/Knaus 3933 S.W. Kelly Portland, Oregon 97201 REt Bonita Road Wrarehouse 7333 S.W. Bonita Rood Dear Mr. Van Tyne: This is a Hire and .Life Safety Plan Review and is based on the 1985 editions of the Firs` and Life Safety Code (11BC), Mechanical. Fire find Life Safety Coda (11MC) , Ifniforn 1Jr.e Code (UPC) , and other log ,:! ordinances and regulations. Plans are c:onrli.t.i.otaally approved e"bJect to the following items: 1, i;mer ency Power Circuits: Emergency powor for oxi t: ] iYl,t 5, i em"i-potacy exit illumination and fire fal,irm cquipmew shall he provides] prior to any ninin disconnect for the building electrical, 9udli)ly, Electrical sufwly shall be installed for these it.emfa in i accordance with Or.ef„,n Electrical Structural. Specialty Coda (National Electric Code) 2, Automatic S rinkl.er Tamper Switches: Any valves located in, pits outside shall. he supervised as valves Located inside by central station monitoring systend. � 3 opening Prot.ectiun for Wn]1s: Jnint.s on t.I:A north will.] ohfatl he dwotect ed as regtaired for the f i r(- t esi st iveness i)f t.hr' will] . Provide this offire with n ] inter; joiul. protection syrateni Hint will he e(will to wall fire restiveness. Fire Ret:arrianl._]Zoof , F! required on tali: hui.lding, P.lpaae verify tnfalPriala nr,l wv1g1iL9 either by generic tayst.em per 11111 form Bn1 ld ing Code Cli aptet 32 or 11.1., or some usher t.esli:tt, agency's .11strrl systviii, Firr, ret.nrdant. rocfa cmi by ei l.1ier A or 11, 5, fire Deiart.ment _Connet•t ion: fire iff1partmm-nL connwrtion -4101, hey lnr.•nted nL n strc!e wilhiti 70 foet of ra i Srs! laydrnnt , t Gordon Van Tyne June 26, 1989 Page 2 6. Fire Hydrant Location: A fire hydrant shall be located within 500 feet of all portions of the exterior wall of the building as measured along exterior wail of the building and access roadways and streets. 7. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drives :; and officers of responding fire apparnt.uR rind other emergency vehicles. UFC Sec. 10.208 8. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with rating of not less than 2A1OB:C shall, be provided for. each 1,500 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UPC Standard 1.0-1. Note: This item rnny lie disregarded until the building is mrxi I l i ed 1 or t enarrtfd. 9. Exit: Door iiar.dware: All duors shown on the drawings must he openable from the inside for immediate exit at all times without the use of a key, special knowledge, or. effort. UBC Sec. 3304 10. Exterior Exit Door: Ilardwar,: for the exterior doors and key operated deadlocks may he permittf-d where there is n Hign pusled on or over the door reading, "THIS DOOR MUST REMAIN 11N1,0CK1 D DURING BUSINESS HOURS" in letters not less than one-inch in height. on a contrasting background. UBC Sec, 3304 11. Firestoppingi In all wood frame.H walls and partit'.ons, firestopping consi:~ting of 2-inch nominally-sized lumh(-r or other approved materials must be installed at all floor and ceiling levels. Penetrations in this , prescribed ' firestopping to accommodate wiring, plumbing, and other similar r.rtility runs must be packed with noncombustible mnteri.als in an approved manner so as Lo prevent. the passage of flame.. UBC Ser.. 2516 12, Approved Plans on Job Site: one set of approved Mann bearing the stamps of thebuil.diepartment issuing the cunstruct imi permit and this office must be maint,nined on the project site o roughout fill phnses of construction and mast be merle availnole 11) hrrild.i.ng rind fire inspc!rtors for reference during required ronstructi.un inspect Ions. TIBC Sec. 303 Cordon Van 'Pyne ,June 26, 1.989 Page 3 13. InspeeLions Regufred: Tnr:pecti.on and approval of construct-ion by a representative of LlitH office 1.9 required; (a) prior t-i the cover of any new framing elements following the i nst-allati,r,ri of all utility runs which will he concealed within wall and partition cavitiesl (b) upon completion -e construction and prior to occupancy of t:he t enartt space UBC Sec, 305 1/4. Requi-red Occu anc Certificate: Prior to the tise and occupancy of the project (space) , a cern icate of oc•citpancy or other W, il.ten Instrument of approval must be obtained fi-m rhe building departmient issu, q the construction permit. IJHC Sec, 307 SPECIAL, NOTTCE., DEV I AT I ONS FROM THE SUBMITTED AND HEREBY CONDITI.ONAL.L.Y APPROVED PLANS DURING THE COURSE OF GONSTRIICTLON, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH F1RC SAI.TTY RF0111RRMENTS AS L,19TED HEREIN, ARE 11100BTTED WI'1'lVAH' THE WRITTEN ATIT1I0H17,ATTON OF THE BUILDING DEPARTMENT ISSUING THE CONSTRUCTION PERMJT ANIS TILLS OFF](;I,,. API,W)VAL. 01, S11I1M1TTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVf,RS1GILTS BY TIITS OFFICF OR OF NON-COMIlLLA;'CI-. WITH ANY AI'll 1AGAB IT REGULATIONS OF LOCAL (AWERNMENT. 1f I cRm he of" filly fu► t.her• nssislatrce to ymi, p].e,ise feel free to cont.Ar.t mea at 526-2502. Sincerely, Genn Rlrrhill OrIiu� y I'I r�• Mnrfjl►fil CB:kw J cc! T1);n rel Ru i I i11 nN Depn t'1 tnPrt 1_ PLUMBING PEPMIT CITY aF TINA Rte C AD PF-111MIT NO. : PI-801AIRI COMMUNITY DEVELOPMENT DEPARTMENT " 13125 S.W.Hall Blvd.,P.O.Box 23391,Tigard.Oregon 9T223,(903)639-4175 DA'U.. 6/p3i89 00P ADOPESS : SW BONITA At) T'AX MAP/I OT SUB: LT . HK I-AND 11-01* SIZE : ITEM: 140: NO: WUPK CLASS: NEW WATER CI-XISE1 TRAP TYPE : COMMEPCIAL UPINAL F)KF*L(:)W PPVNTP (.11ONST . IYPE. - VN LAVUPATUPY TRAP PWIMEP (.)(*:Cijp. Be TUD SH(".)WEP GAF:AGE. TPAP45 D1511-11WASwim GAQr.4A(;A'--: DISPOSAl NO. ST0111ES: I WASHING. Mi-4CH1NF:. 1'.)WELL. UNITS : LAUNDAY TRAY I'MAIN (01A I-L.M.A4 DPAIN SINK SEWEM (F*T*) -100 WA'T'ER HF--.AY*r--'P TOPM/RAIN (F'T PEMARKS : UU1.1t1ing whmll FEES : ,,v 14 P rhinnil:)imr1ain R Company PERMIT 1.0 . 00 N 1.2()J. I:iw 1p-th at II P rj rr t 1.ork n(I UD 9,720.1) FIX*Y'UPES P11-40NE ("503) 241-1135,5 STATE TAX OTHER IM i3 7 N A TOTAL : 1111.1413 05 T his permit Is Issued subject to the reguAllons contained In Title 14 ITE-CF IP-1- NO. of the TMC, Stain of Oregon SpecidIly Codes,inning regulations And all other applicable codes and ordinances, and It Is hereby PEQUIFIFAI INSPF:.'C*T*1(3NS agreed that the work will be done in accordance with the plans and PLR .UNDEPSLAR specifications and In compliance with all Applicable codes And A0I.)G'H---I N ordinances The issuance of this permit does not wmlve restrictive PAIN IMAINS covenants Contractor And subcontractors shall have current city business tax permits. This permit will expire and become null and STORM DPAIN vold It work In not slarlod within 180 days,or If work Is suspended or WATER LIN[-.* Abandoned for a period of 180 days any time after work hag PI..." . TUPOUT commenced It shall he the responsibility of the permittee to Assur" F I NAL nil required Inspections are rarlijested and Approved Pe SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE Bt.J1:LDTN(*., PERMIT PF'PMI:'r NO. : BLl(49j ()q2 I1P°1�OFTIGARD COMMUNITY DEVELOPMENT DEPARTMENT 9/89 13125 S W.Hall Blvd_P 0 box 23397.Tkjwd,0109on 97223,(503)6394175 PV4l1M . PMT .N0. 139:109p J08 ADDIA'...SS 733.4 5W 13014:11''TA 1:411) TAX MAP/I..01 P51. IPAFi 1.300 SLID SK : 1 ANI) USE : 1'I... I Z E. 1.059,7/1 :LUU ,000 %-:1 BAC KS F'RUNT : REAR R113 WORK (A-ASG : NEW DWELL . UN11*9 : LEF"I' : 23 RIG 1-47* 1.0 USE. TYPE : TNDU514111TAI., NO. 8F.:,I)AO0M!3 : E.-M WALI (:ONS"I' : (.',ONSj*r . 'T*YPl:_ : JJIN NO. I9A'T'I-4S N: 1 1-04 S E:NP W :1414 1)(;L.L)P . : 132 PRO-T .OPENINGS : (:)(',(7.UP, LOAD IN E : W 11)TAL AMA: /4 NO. STUPIF.-4.1 :1.!5'r' : d113592 POOF* CONS'I" A FJ r;fE'j­? y ii.,.j.,$ HV:I GI-TI, : 2131" 2N(): Ar,41::.A SE'.PAR7 NO PA'T*F_'D: 1:)ASEMIE-KNI"7 NO .31111u: PAP'? Y I::.'S P A T,F'1) I'll;.7ZANINE7 NO BASEM'1' FA.-OOP LOAD: 1. GARAGF-K : Y 11--­S, ALAAM7 N'*) I-IF."A'r FYPF.: G A 1.-3 HDGP.ACCESEV? YES F I..Ow Mrm) DE 11A.,T'? NO G(IFIR? NO PLAN ('.HF.:CK BY: Jhj REMARKS : 4,11,111(imt:1.01-11 early -Pcir- PEIN51-JE OF' NO , LAST RE ISSUE F,E,1-'5 O W. R. Chlanil:)ctr-1.J.rig Gia . 11ERMI'll, W 013.19.00 N POBL)X 1.658 PI A N P F.' F Portinkrid OR 97 R. 1. __"TIRE DEPT PHONF..." (5()3) 11 1.73 . P.0 STATE TAX 65 UT H E'R C DE:VI:.:l...OPME_N1' 0 %1)(,(S1,11JAM) N 011<11fill (: 0N!:;*T,rkJC-TTON ING . T S DC,(5;T PEF**'t) R 1.22-q SW 1.71'14 PDC( A mit-ti,oki-Irt OP C PlIEPAID < 0.1541 . 4.15 [)HONE (00.3) HF-EU15144ATTON NO. OJ KM 'TOTAL r.4;°, 41 . 65 r4F:('.,EIP'T NO. T his permit Is issued subject to the regulations contained In Title 14 ,if the TMC, State of Oregon Specialty Codes,zoning regulations TN!.-iPI-":(".'T' ONri Arid nil 'cher applicable codes and ordinances, and it Is hereby (:.T"Y'Y APP PC'I..I/! a, accordance w :W -d that the work will be done In ith the plans nn( jroFI ipprifications and In compliance with all applicable codes and ordinances. The Issuance of this permit does not walve restrictive F'01.11NDAI TON WAI L c-eii-ants Contractor and subcontractors shall have current city r)i..q. UNDEP511 All :mfifness lax permits. This Permit will expire and become null and 5L.As voldilwork Isnot started wIihIn 180days,orlfwork Issuspended or nnandoned for i period of 180 days any time after work has F T NAL. commenced It shell be the responsibility of the permittee to asbare all required lnsnpofffi'.�ns are requelted and approved Parmitlee SLignatorfTl Issued By- SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY OF TIGARD WrIC= 01 DRCIBION SITE DEVELOPMENT REVIEW SDR 89-11 TENNANT INVESTORS APPLIATLj: A request for Site Development Review approval to allow construction of an approximately 47,350 square foot warehouse and associated mite work on a 2.48 acre parcel zoned I-L (Light Indumtr.ial) . Locations 7325 Sw Bonita Road, eamt of the Southern Pacific Railroad right-of-way (WCTM 2S1 12AB lot 1300) . (XQjfij9fir Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusionm on which the decision was based are noted below. A. FINDING O1 FACT 1. Background An application for a Site Development Review (SDR 88-15) for construction of a 40,000 square foot warehouse on an existing foundation was approved by the Director in August, 1988, subject to 12 conditions. Staff previously had concerns pertaining to vision clearance and access requirements. Recently, staff received revised site plans for this development for final staff review and it was noticed that these plans were substantially different than what was originally submitted and, as a result, a new review is required. The decision for approval for the original mite development review (SDR 88-15) is valid until August 5, 1989. 2. Vicinity Information Properties immediately to the east, mouth, and west are also zoned I-L (Light Industrial) . Property immediately to the north In zoned and developed I-H (heavy Industrial) . 3. Site Information and Proposal In the early 1980s a fire remulted in the destruction of the Dickenson building, a manufacturer of jamn and intlien. All that remains on the site is a concrete @lab and wendp. The applicant proposes to romove the cexint.l.nq concrete slab foundation and construct a 47,350 square foot wnrohminn building. STAFF REPORT - MDR 89-11 - TENNANT INVFSTORS - PA(IE I • l Fifty-one parking spaces, including two handicapped parking spaces, are proposed. Approximately 16 percent of the site is proposed to be landscaped. One access is proposed along SW Bonita Road and access is also intended from a jointly shared access with the adjoining business to the east of the subject. property. 4.. Agency and NPO Comments NFO #5, Northwest Natural Gas and the General Telephone Co. have reviewed the proposal and have no objections to it. The City Engineering Division has reviewed the proposal and has :he following comments: a. The site fronts Bonita Road immediately east of the southern Pacific Railroad. The vertical profile of Bonita Road across the railroad tracks is substandard according to current design criteria. The railroad crossing to much higher than Bonita Road on either side of the tracks. A preliminary profile of Bonita Road indicates that a fill. of approximately 5 feet shall be required to elevate Bonita Road east of the rf0l? j?. -rooming to meet current design standards. Half-str_W, ', ,, ovements, typically required for site design review, w..!?.d -•4' feasible a". this time wince full width reconstructio) v '.4uired t•:) alevate Bonita Road, impacting proper*{es — posite side of the street. A waiver of remons�i _e --�vld be requested instead of the improvements. b. The vertical profile design of Bonita Road should be determined in order that tho site improvements be designed to match the future profile of Bonita Road. The site distance can also be evaluated for the westerly access based on the existing profile of Bonita Road. C. The proposed westerly access onto Bonita Road io located approxi.nately 120 feet east of the railroad crossing. Due to the elevated railroad crossing, adequate site distance is not availatle for vehicles exiting the site to the east or for vehicles traveling east, to see vehicles also traveling east which have slowed or stopped to enter this access. d. The right-of-way of Bonita Road is shown to be 30 feet from the centerline. This is adequate for the major collector street. The easterly access is proposed as a joint access. Engineering staff has no opposition to this access. e. The applicant has proposed to drain the site to the existing ditch and storm drainage pipes along the railroad embankment. Since the existing site is mostly paved, the increase in storm drainage runoff should he minimal. STAFF REPORT - SDR 89-11 - TENNANT INVESTGRS - PAGF 2 The previously submitted drainage study for the prior application indicated this increase to be 14 percent. The study also indicated the existing ditch and downstream drainage structures are inadequate for the entire drainage basin. Due to the small incremental amount of increase, we recommend no f.urLher improvements to the existing system. Inotead, we recommend improving the ditch to drain to the downstream structures and the applicant record a waiver of remonstrance for future improvementn to the storm drainage system. f. Sanitary saws. service is available at the southwest corner of the property. No other comments were received. B. AXALYSIS AND ODMC'LUSION The proposed development is consistent with Community Development. Code requirements for bulidi.ng setbacks, building height, access and egress, site landscaping coverage, parking, and allowable uses in the I-l. zone. Additional diacuss'.on is warranted pertaining to street tree requirements, irrigation plans, landscape screening, bicycle parking and signage. a. Street Trees and Irrigation Chapter 18.100 of the CodG requires the planting of street trees for all development which have a frontage on a publ}.c street of 100 feet or more. The submitted landscaping plan makes no provision for street treea along SW Bonita Road, but instead proposes to use evergreen trees of varied heights as a buffer between the nite's parking areae and the public street. staff notes that street trees will. be required in addition to any parking screening or buffering. A revised landscaping plan shall be submitted for Planning Division review which also shows how the landscaping will be Irrigated. b. Bicycle Parking This use requires that at least 47 vehiclo parkinq spaces be provided and therefore, the Code requires that at least three bicycle parking spaces wiil be required on the site. These ohould be Indicated on a revised site plan and ;:he desirin shrx3ld also be submitted. C. Signage No submittal for sign review have been submitted in conjunction with this application. Staft notes that all. proposed signage for this site must be reviewed by the Planning Division for compliance with the City Sign Code, Chapter 18.114. All siqns are required to have sign permits prior to their erection. STAFF i2Fi'OM' - SDR Fig-1 1 - TENNANT 1 NVF,STOPS - PAGE .1 C. DECISION The Planning Director's designee for the City of Tigard hereby approves 5DR 89-11 subject to thea following conditionv: I. UNLESS OTHERWISE NOTED, ALI. CONDITIONS SHKLL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. A revised landscaping plan shall be uubmitted for Planning Division review and approval which shows the following amendments: 1) inclusion of street trees; and 2) inclusion of parking lot buffering and screening. STAFF CONTACTS Deborah Stuart, Planning Division (639- 4171) . 3. A revised site plan indicating at least three bicycle parking spaces shall be submittec to the Ilanning Division. The bike .rack design shall also be submitted for approval. STAFF CONTACT: Deborah Stunrt, Planning Division (631-4171) . 4. The applicant shall provide for roof an(., pavement rain drainage to the public storm wator drainage system or by an approved on--mite I system designed to prevent additional runoff onto the adjacent property. A permit or evidence of acknowledgment by the railroad shall be otcained allowing discharge of stormwater onto the railroad property. On-mite drainage shall conform to the Uniform Plumbing Code including pipe size, slope, and catch basin type. STAFF CONTACTS Greg Berry, Engineering Division (639-4171) . 5. Storm drainage details shall be provided as part of the Improv -ent plans. The location and capacity of existing, and proposed lines shall be addressed. STAFF CONTACT= Greg Berry, Engineering Division (639-4171) . 6. The applicant shall provide connection of proposed buildings to the public sanitary sewerage system. A connection permit in required to connect to the existing public sanitary sewer system. STAFF CONTACT: Brad Roast, Building Official (639-4171) . 7. An agreement -]hall be executed by the applicant, on forme provided by the City, which waives the property owner's right to oppose or remonstrate against a future Local Improvement District formed to improve Bonita Road. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . 8. An agreement shall be executed by the applicant, on forme provided by the City, which waives the property owner's right to oppose or remonstrate against a future Local Improvement District formed to improve the storm drainage system. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171 ) . STAFFRFPO?2T - r t1R 89 11 - TFNNANT INVFSTORS - I'A(;F 4 9. A profile of Bonita Road shall be required, extending a minimum of 300 fact either side of the subject site showing the existing and proposed future grade of Bonita Road. The western driveway onto Bonita Road shall provide sight distance of 250 feet for vehicles entering and exiting the driveway. The driveway and site improvements shall also be designed to avoid future gradn problems when Bonita Road is improved to current design standards. STAFF CONTACT: Gary Alfnon, Engineering Division (639-4171) . PRIOR TO THE ISSUANCZ OF DDA OCCUPANCY PERMIT FOR ANY N RV BUILDINGS ON TBS SITE, THE FOLLOWING CONDITIONS SHALL BE MET TO THE Sar1zsFAcTion Or TBR PLANNING DIVISION. STAFF CONTACTS: Deborah Stuart, Planning Division (639-4171). 10.All landscaping materials and other pr,.)posed mite improvements shall be installed prior to occupancy of any structures. STAFF CONTACT: Deborah Stuart, Planning Division (639-41.61) . THIS APPROVAL IS VALED IF E1<ERCISED WITHIN EIGHTEEN (18) MONTHS OF 'MM FINAL DECISION DATE NOTXD ASIAN. D. PROCEDUPE 1. Notice: Notice was published in the newspai,ar, posted at City Hall and mailer+ to: _ The applicant and owners __W—Owners of record within the required distance _The affected Neighborhood Planning Organization Affected government agencies 2. Final_Decisions THE DECISION SHALL BE FINAL ON 6Z5/89 UNLESS AN APPEAL IS FILED. 3. .&Rpeal: Any party to the decision may appeal thin decision in accordance with Section 18..32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal Rust be filed with the City Recorder within 1.0 days after notice in given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal. to 3130 p.m.jIMF, 4. Questiope: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oreqon. 4 REPARFD BY: Deborah SlEugrt, Aset. Planner DA,rF. STAFF Ri?PORT -- SDR 89•-11 -- TENNANT INVESTORS _. PAGE 'i APPROVED B Reith S. Liden, Senior Planner DATE de/SDR89-11.d® w. Teem etwT[ll owlva �i T [w LA OWARMN lw. FA 1 1 t wdvtn [w was[ •\ '�.�t • [.tl e iw NM 1.•1 k l w. w0lt till[ -TT- STAFF REPORT - SDR 89-1.1 - TENNANT INVESTORS - PAGE 6 I May 12 , 89 09: 58 VAN DOMELEN P. 01 TwVAN DOMELEN /LQOIJENGiA/MCGAPPRICALK/KNAUR Conesu ting Engineers i 3033 SW KTL,Y AVE / PURTLAND,C gr=C30N 67x01-43ID3/)603)922-4483/FAX Q40-09e3 PAINCUAL" ALF04ID M. MAN pgMh./N M104K NM L0*IJINQA "00/R w. mamAmoq�k I JAMCI I NNAUP A X T R A N S N I T T A, L C TO• r w1�• .� L�1_ DATE t 1!kZ_ ATTN a FROM: TOTAL NUMBER OF PAGES TO FOLLOW-1— (P19886 Call 222-4453 if all pageu are not received) COMMENTS �'--------- ---- �� -------------------------------------- ---------------------------------------------------------- ----------------------------------------------------------- -------------- ------------------------------------------- ------- ----- ------------------------------------------- -------------------------- ------------------.--------------- ---------------------------------------------------------- ----,mow--- ,----------------- ------r_—__--_•--_—_----_--_.— -----------`"---------------------------- ---.---------- --- -------- ---------------------- ----------------- 3c � � ) 4 : 9 VAN flnMF[,EN p, a 1 VAN C70M01.6P� /LOCIIJUNOA MODARRIOLK/KIVAUR 1HUILIn Clien_`_ p Engineers Jab No, -- - - by • —. Dste ahMb A4 , SQL der (ted G Vr�/ l'W v- / Y ��scr � 3Ei33 BW Kety A Y May 15, 1989 CI�OF 111 RD Roger Mcaarr.i.gle Van Domelin/Looijenga/McGarrigle/Rnauf OREGON 3933 S W Polly St. Portland, OR 97201 Projects Bonita R<lad Warehouse, BP 891092 � J Foundation Only Dear Mr. Mcaazrlg?.et Foundation plans for this project were reviewed for compliance with the applicable codes and are approved, subject to inclusion or clarification of the following items. ink 1. The stairway detail on Sheet A-1 shows risers exceeding the 7" hwight allowed by O.S.S.C. Sec. 3306(c). CGS' 2. The proposed location of automatic sprinkler system fire department connections should be shown. 1. The location of existing or proposed fire hydrants should be shown on the site plan. SIA11By The following gonoral conditions will apply to this project. I.. Approval of the foundation plan In not a guarantee that the entire building plans will be approved. If further review indicates that chAnges in the foundation are required, much changes are the responoibility of the building owner. 2. All reinforcing steel shall be adequately supported and secured against displacement before placing concrete. 3. No work shall commence bete-m 700 a.m. or continue later than 9:00 p.s 4. Streets adjacent to the proje.ct shall be kept clear of dirt and other construction debris. You may obtain the building and plumbing permits for this project when the Planning Section completes the Site Development Review and approves plans for the project. 1f you have any questions, or if we may be of amnfmtance, contact us at any time. Sincerely, Jim Jerf(i `i 0 Plana aminer FAX (503)684-7297 t 13126 SW Hall Blvd.,P.O.Box 2339 7,Tigard,Oregon 97223 (503)639.4 71 -------•______— VAN DOMEELEN /LOOIJENGA/McOAF RIGLE/KNAUF Consulting E=ngineers 36:33 E3W KELLY AVE,/ PORI LANO, OREGON 97201-43931 (503) 222-44153 PRINCIPALS AI.rNto H VAN oOMELEN LnnK N M LOUIJPNOA n001In W MrdAnnIOLE JAM!• E KNAUF April 21, 1989 Brad Roast, Building Official City of Tigard 13125 S. W. Hall Tigard, Oregon 97223 RE: Bonita Warehouse Project Dear Brad: Regarding the demolition that has occurred to date on the site, I have reviewed our drawings and it appears that the sanitary sewer system was hooked tip to a septic tank and drain field. For the moment I am assuming that this means thatthere was no connection to a sanitary sewer in the street. I propose that the contractor begin exploratory excavations to verify that there was a septic tank system and to remove it where it would interfere with the proposed construction. If you prefer, we could begin excavating a trench parallel to the property line to sea if we intersect the sanitary sewer service line. We would want to dig that ditch in the location where our proposed storm sewer line would go so as to not waste the owners money unnecessarily. There may be an oil storage '-ank on the site, although it has not shown up on the survey. If one exists, we would like to remove it and backfill the hole prior to the issuance of a building permit. We would also like to demo the pond and remove the fence and backfill that hole. There is a large amount of site preparation necessary in order to make this site suitable for. construction. We propose to prepare the area for a new building pad by cleaning up the site, removing blackberry bushes, etc. , pulverizing the concrete of the existing slab and foundation wall. systems and regrading the area as required. We propose to reuse the concrete rubble by distr.ibutinr it in areas under the floor slab that are to receive two feet or more of fill material . The rubble will be broken to apprc;ximitely 6 to 8 inches in size and spread in the lower level of the new pad area. The soils would then be distributed in layers and compacted. Each layer to be proof rolled and observed by our office. *C � MEMBER -Page 2- RE: Bonita Warehouse Project We would like to begin this work as weather permits and the purpose of this tetter is to notify you of our intent and to ask if we may do this prior to the issuance of the building permit. Please let me know if you have any concerns in this regard. Best Reg ds, Roger/W. Mc arrigle, P.E. Copy to: File No. 9088 RWMG:kmc i - !T CITYOF T1MARD OREGON April 20, 1989 Kr Joseph Tennant W.R. Chamberlain & Co. 3,201 6W 12th Portland, or 97205 Ret 7335 8W !Bonita Rd WCTK 28112AB Tax Lot 1300 Dear Mr. Tennant, I have become aware of the demolition of an existing foundation and slab, at your above referenced property. I am writing to make you aware that with the removal of the foundation and slab, the sanitary sewer lines under the slab will be uncapped. This will roWIL,- that the sanitary sewer service line from the Vablic main be capped o"f at the property line. This also requires that the City be called to inspect and verify the capping is done. Please notify your contractor to make arrangements as soon an possible. If. you have any questions please call mo at 639-4171 8lncerely Brad Roast Building Official 13125 SW Hc,l Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (,503)639-4171 -- MEMORANDUM TO: Nancy White, Building Division _X For your Information Bonnie Mulhearn, Planning Division Phyllis Harris, Finance/Accounting FROM: Laura Froeman, Engineering Technician DATE: May 17, 1989 RE: WCTM 281 12AB, TL 1300 An addresses for the building shell at the above listed property has been assigned by this office. This address is a■ follows: 7333 SW Bonita Rd. Tigard, OR 97224 Our records indicate the property to have had various addresses assigned to it in the past (7305, 7325, 7335, 7337) 1 these addresses are no longer valid for the site. This new address shall be the single address for the building, units created within will receive unit numbers as necessary. x 144.2 X 139.4 .� 145.; 143. ®144 5 - _ 141 N1 f�! \ _ S A X f4a 2 �g 0 T a o f L 151.57 '(a 4 4 n p R \ LZ TJX XW 4 137. 1 , x14'r5 145 B 138•7 ..� •yam 40 .-_. 'VAN DOMELEN /LOOIJENOA/ Job_ {' MoGAf1 RIGLE /KNAUF clism __ - l Consulting Engineers Job Ni. _____—_ By _ Onto -Sheet Na _ +�agRR111eNu � kc. joy 60 f l VOON McCiA sl . ':`•�WCP'�ft�!;I1gI�Y.Acf!w�PJRl1N�1t'1�7R�Rifl11R,M�'�IMIMYL4'apt'MtR"R7RMeyJONY.MIII•���IMtiARM�IIt'�wwZ�'^. .. � :AS 'SI..!�'•IPI•M3w. 343"3313W Kelly Ave. / Portland, Oregon 97201-4393 /(1503)222-44M3 /FAX(1503)24[9-9233 VAN DOMELEN /LOOIJENOA/ Job LL�� 12Yi'- — McOARRIOLE /KNAUF y Consulting Engineer,s .lob No. By Owt*=_L!rlA_.,6hF%wt No,L z_ f""Ww I '44 41, C-RI J, '[116d, P ,r ri' li' r!r rt' rir itr 3033 SW Kelly Ave. / Portland.Oraoon 87001-4393 /"5031222-448:9 /RAX M031?419-92193 VAN DOMELEN / LOOIJENOA/ Job McGARRIGLE /KNAUF r-HwIt__. I Consulting Engineers Job No. %% Onto. -4 No. ` if /06 /NO&' VLc2/.loK Vr- 12 (OZG) 1 963 /N e — 6,4,. &:O/�"X :35 h 6.,y Z.iav6- j 3833 IM/Kelly Ave. /Portland, Oreton 97201-4393 /(8031222-4483/PAX(803(248-9283 VAN OOMELEN/ LOOIJEN©A ---- M©OARRIMLE /KNAUF Consulting Engineers Joh,No. 6y J:fl ' ?�j Date--- 7 7 Sheat No. a— ��erwr�.*��.uvr�+... ..,�.....,• ,+.•n...4r..+rp,•swrewvvnt:•..�vr.•••...•.zn• :w�Tes/n�nr•r-,•„•,•�Kwaca+e.a••u�.wsei.aea�s��mw.wewMOK"T—rr"I AMMONsmwv'�w�un i f'j2J , v� VIM 4-1 Ala , Ajwc /76 IN z; to : , . . . . . . . , 44 17 ._.�. ... a,,.,'�a..*',rrr„.,+ ., .. ..... ...o ..v�� .,r,.x��—^e!rc•r�•r,�ekr.••r..... .. .- .., ,..�. ., "...PArslew+fa�•�tw^11M1�'v. 3933 SW Keay Ave. / Portland, Oregon 97201-4393 ./ X5031 P_22-4453 / FAX 15031248-9283 r VAN OOMEL,EN/ L.00I.JENOAMuir PAn- GARRIGL.E /KNAUF Coneu:!:ing Engineers Job NO. 6y Oet a emelt No.177 _. 11\�7]'a^ .rH'.u •... i ...,• 'i/•/KI:�.7Al1eM. ! - AW km • r f i I I �tf'f7Ylpni^A'Ile�e'•t•Jt11yN1'AMIMIK'�'1:-- ".•MNlfl/ee*Wtl�le . 3933 9W Kelly Ave. / Prrrlrt[Omd,O►MOn 97901.4303 /M0331 222-4493 /PAX 05031 849-9203 VAN DOMELEN /LOOIJENOA/ JobP-1-42J►7�_ MaGARRI®LE/KNAUP cIGm _ Consulting Engineers Job No. 8 G.� Data Sheet No f urwe��ee�w�etrs �uru�ae�+aea�e�wrrarsa�^-rvY• LI -, 4;. �-- - y . J - _- - of F7J j .�_.. 1 . iMM !.r.+1N�MNUMrIwYeltl `M/A .^r+�rtr�MwMrrer:s.YJ�fI!!�INNelifrt7� r +e++ :. 3933 9W Kelly Ave. /Pertlmnd.Oregon 97201-4393 /(8031222-4452/INAX ORM 04e-Y M f VAN DOMELEN / LOOIJENOA b-��--�— McGARRIOLE / KNAUF chem _ Consulting Engineers Job No. By D.cs. /_ ___S11aet No.G v— P2 . Vi- P P P P 61 G 3033 eW Kelly Ave. /Portland,Oregon 97209-4393 /h31 222-44053 /FAX (8031 1248-92193 VAN DDMIBLEN / LOOIJENGA/ Job z - MW MoAARRIOLE/KNAUF Consulting Engineers .lob No. . BY .�:u• _ Onto�� Btoot No. ._ rnn.n.+a.w_....mmr �A.�:,�.u...er..:vo•..., .. . . ,ra.,n.v,,..r�r.:��wit�nunea»r xwwa..�•.,�e! rON J r ,. i , r � , 1-%1 9W KdIIy Avr. /Portland.CW*Qon 97!201-4393/PW3)2212-44193/FAX M31 249-9283 VAN DOMELEN / LOOIJENGA/ Jo'-- -��`— - - McGARRIOLE /KNAUF anent _ -2, Consulting Engineers Job No. P!y Date_^^--1 _—IIIhmn No. (/ 191114 8 , l , A �rl✓���S, �� //1/ /N t 1 1 t I � 0 Wl ;t51?13 LOW Kelly Ave. /Portland, grwqnn W71201-4362 /(5031 912P-44153 / FAX 115031 1248-02MI VAN DOMELEN /LOOIJEN®A/ -lob V/ - _ McOARRIOLE /KNAUP cu«,t Consulting Engineers Job No. __ By Data Sheet No.�L vae�ns�e" • \fes '1Iy(! }�'j,�rs�(, �) .� 07 , . _- --- .� . . . lJivo-• d-A "WWWONOWMAPM'W -r'mmjw',a.raw, T. :•.r.�a.._....�._..rr,.tltitM�/w.�.,, ._ e... »+rr'*Armc..,•.....,..........;r 39cM 9W Kelly Avg. /PortlOmd,OroWm 37201-4393 /11503)222-44153 / FAY. (F0312419.9283 =' Job VAN OOMELEN /LOOIJENOA Mc=OARRI 3LE /KNAUP c ux,t Consulting Engineers Job Nc. By e,— Onto Onto Shoot No.C-z ��/lAlr'!C/'7101M+. r^v7.✓cv�t•a•-- ..- r-m-:W'4�'?a.'. � - LGYiI�F7L••.'1�•i�i_111^�-c.._..+.P1St�11MM�w7►�.'1�� -' . 1 .iice•__=-3_� � I _ _.1.�L v'l P4.1 4— . r ' I ftww"tt�wIPI'm wfOW,I ^• •y�••+eR-+�All�liem'wtttA/Ir�,rINR�R'+MUR?r'wn^ - r.�1•c-.-. mr�ln wM�rt�-xrr r,sr:n -,mrxvslr�rl�M���•+elllrM.aor: 3933 6W Kelly Ave. /Portlend• 0.epnn 9'72071-4393 / (5031222-44193 /PAX 1503)249-9883 VAN it7OMELEN/LOOIJENOA/ J'u Mo0ARR10LE / KNAUF Client—_____ Consulting Engineers Job No. By 0.,._ 4AeqBlwrt No.G j!1 �'�ii"�7e Cd'M�I Nr�R1L1.•t.•• i i 1 jlf 1 , 1 o%40� 445 I , 1.- y, --t-�;- ---- rvtwWrom 0rwrnn«rv ,s�rs�rv.aw naws. v alranrMw,. a 3933 9W Knlly Ave. /Portland, Oregon 97801-4393 /(903(E'P2-4463 /FAX M031 24R-9203 [ j VAN DOMELEN / LOOIJEN®A / Job.__J�/S!J}!r��__ I McGARRIGLE / KNAUI" .-__-.-- }..� � Consulting Engineers Jib No. � RY GLy�L� � Oats mwm ex PL - - .� /it ��)/� = /� Atli. . ( 3933 SW Kelly Ave. /Portland, preplan A11201-4-9:9 121212-4453 /RAX 15031 248439 31 VAN DOMELEN/LOOIJENOA McGARRIOLE /KNAUP Consulting Engineers Job No. 6v Oat#% ©heft No. S L TE-4..J... i i i •./►may �� b� -do /z/z f ,ltiU i T �� f _t fl 't ? Lag Om rr r --� PSCK nW i ,yw . ., ,...,ear:*..n•:.-.'r•r•^...,� � :,.w� ,. a..-a... �. r.W.w��..v�•.•K.v�n+•sI►••,�•Atr ,a-^rn�'.r..r„.,e rvan�x+v...-an^c�x.,.►nu•�":.A'ra..^�...r�ar• �. ,, t«••,w�:s•.:Y rsr . 31333 BW Kelly Ave. / Portland,Oregon 197,201-4319',4 /(8031222-44E3? / PAX ('...9'O3)248-9283 w� VAN OOMELEN / LOOWENOA/ Job._ [1 � MoAAf RIGLE /KNAUP cu.nt__�__ Cc-insulting Engineers Job No. BY �✓ +mow rc new�re••.,sr,r.1111e•+ awr.•r_,n•w.e,�o+mMaw T� �� i .+. II i 14 �v� Pl' U1s��%� /o3¢�K V413, C��ry/�) K � .� ►,, 1_I be A* 01. - -/ /d �•.��MIR:1�1.�.]WM17Rshnaa�.AtiflYw�yWM�Is�'C-,Mw.. n':'J. �AC.� 3903 IOW Kelly Avon. /PorrlMtd,Oregon 97901-43133 /(80311222-44M3 /FAX (8031 2413-FIRS3 VAN OOMELEN O L001JEN®A Job_. Mo0ARR10LE /KNAUF 01wit__ Consulting Engineers Job No. By �_,��• Oats�,� —Bhmn No,.t—�- +ner.acu�wenar.�s.m.••,nr: ..p„tis• �� iv= (25 r��C��/s) t �v(��/2)Cs4/�)C%� -r �s� /�) r 4of 1 s,, � l✓f�l.7 6W) or '76o e- 41:106V --7t -- /00 loor /y/U � ,�� 3.3” _kc /; fit?,?5" =,�`1lv k4l 47 f'- " .C��?4�z� ` g.2" • ;...: . : i�w� ,:�= X94' � .'l7v ' ��C a1`?�</�►� � ,�2 _.._. 3033 9W Kwly Ave. /Portland,Oregon 97901-4393 /IM031222-4483 / FAY, Id03j 248-9283 r— — VAN DOIMELEN/LOOIJENGA/ Job_ _ MoGARRI®LE /KNAUF chem Consulting Engineers Job No. _ _ By Dete- (!_!.�—BhMt No. _ RF111111MwI��Y'..F ir.1. ''".M'f6 r'�'P�1�1A� .1�WriT�un":rnllln:Y�fMQAYAAf/4 Tt�M'+twna"'1M.�f.•.NVA/Y.I�MN'4F.r.,,¢�Bw.o�P"r I .14 4+ I� I � I I I M 10 I I I i �rrr�.r u..►. .-4wrr,w%"+ fgftwv«w 1: Irr+rr..w. M 3193313W Kelly Avw. / F+ertlend,Oregon 971201-4393 / 15031 222-4.41 3 /RAX 150312413-99193 VAN DOMELEN /LOOIJENGA/ Job - r.. MO®ARRIOLE /KNAUF c��ent • _ Consulting Engineers Job No. 0ete.� �—•E31vwt Nom! 4-4 -FG a to /kS / ! '...1. : 1. ...... -T 0i/k/)(/'7) /6 � J F j � . 1 1 1Mk '1�1�1�'r•MRARMi+Y1'fN!' ��ul�Is.^iM.M1�r+114!�7�.�/ �1lM�.yu.ten•.�.w.wYw/Feww..INn +rt_t•*Mv'+:+ F-t-•�5v 111E-aw Ns:i•�Y..,s��►hr. •^..M. 31933 SW Kelly Ave. /Portland, Oregon 87001-430:3 /IM031 222-44193 / FAX (1903112419-9283 It TILT WALL PANEL ---VLMK Enqineerinq 3oftware--- BONIYA ROAD WAREHOUSE II OFN z7s (pvw 1*0 < << ..t: p 1: > > X, ' .) INPUT PD, - 0. 144 ENTER DEAD L.OAD,:,,.'.IPS PER FOOT P1 = 0.31-0 ENTER LIVE LOAD,KIPS PER FOOT e - 5.250 ENTER ECCENTRICITY. Inches W = 15.0 ii! ENTER WIND LOAD, PSF f,C. = 3.000 ENTER CONC STRESS. k s i f y 6().00 ) ENIER STEEL STRESS, KSI t 5.500 ENTER WALL THICKNESS d = 2.75(') ENTER DEPTH TO REINFORCING 12 -faces ? NO IS THERE STEEL ON TWO FACES? (YES OR NO) As = 0.310 AREA OF STEEL PER SQUARE FOOT OF WALL J- = 27.000 HEIGHT OF WALL LP - 2.000 HEIGHT OF PAR'APET >> 1 .653 P El 23.733 M'.'. PH I N 0 083 PN = 1 .871 MN = 49.44e PHI MN = 43.677 Ie = 14 . 162 D EF L == 10.9("')3 rlU 34. 123 Of!: TILT WALL PANEL WITH OF.ENINGS -Vt-MK Engineering Softwar-p--- BGNITA ROAD WAREHOUBF, Il sL (2 2ol -.o7rc7jagpj2.ofjr ").). '). I N P U T << .'. :.'4'4.s,<< < PD - (). I EX) ENTER DEAD L.0AD,KIPS PER FOOT FL - 0.3'75 ENTER LIVE LOAD.KIPS PER FOOT e 6.251C) ENTER ECCENTRICITY. Inche% ly 15-i rpi r ENTER WTND LOAD. PSF f,c 3-CIC)".) ENTER CUMC STRESS. lsi t = 60.UCA) EN TE R STEEL STRESS, P.:'SI t = 7.25C) ENTER WALL THICI,:'NESS d - 3.750 ENTER DEPTH 'TO REINFORCING 2 faces ? YES IS THERE STEEL ON 1 W FACES? (YE-i OR NO) As - 0.31f.) AREA OF STEEL PER SQUARE FOOT OF WALL L = 24.5i►i r HEIGHT OF WALL LP = 4.2,50 HEIGHT OF PARAPET WO - 2C.).000 WIDTH OF OPENING HO - I C)-C:Cr!i HEIGHT OF' OPENING ED = 4.0(*.')o LEAST EDGE DISTANCE OUTPUT P1.1 C,B 69.914 M.' PHIN m .).e 4 C; PN - 9.322 MN TM 1213. ii r2 F'HIMN = 107.522 I - 99.484 DEFL 3. 117 Mu 83.408 OK. TILT WALL PANEL WITH OFENING3 ---VLlvlK. Engineel-ii-ig Sciftware--- BONITA ROAD WAI,CJ-JoUsF I t,i F,i-i,r < 4.'.4"4.,4' <<< PD IS ENTER DEAD LOAD.KIPS PER FOOT PL 375 ENTER LIVE LCIAD 'h::*IPS PER 700T 6 E:7j(.) ENTER ECCEINTRICITY, Inches S ENTER WIND f-OAD, PSF ENTER CONC STRESS, k s i f y 60-OQU ENTER STEEL STRESS, KSI t 7.250 ENTER WALL THIC14::NESS d7 5-750 ENTER DEPTH TO REINFORCING faces R YES IS THERE STEEL ON TWO FF,(-,ES? (YES OR NO) AS - 0.620 AREA OF STEEL PER SQUARE 1700T OF WALL L ra 24-50C, HEIGHT OF WALL LP - 4,250 HEIGHT OF PARPPET WO - 12-000 WIDTH OF OPENING HO - l 2-".)Q HEIGHT OF OPENING ED - 1 .000 LEAST EDGE DISTANCE 4'4' . . . OUTPUT PU = 15-660 PB 51 .314 DK' PHIN m (:).78(-.) PN - 20 = 233.075 PHI;1N 161 .797 I La M 1t;4.333 DEFL 3.397 MU 169.664 OK R X). > > TILT WALL PAVAEL WITH OPEN1 NGS < ,,;<,;,;,;{,;,;,; Eng i ra or i nq Software--- NONITA oftware--- BONITA ROAD WAREHOUSE II > 4, 4,<4, 4::4,<4,<4,4* 4,4'4',.4,' , ) ,, -> ). ).:).X). Ir0 U T <-,:'.4::t < 4" PD 1130 ENTER DEAD LOAD,K.IPG) PER FT')OT PL C.).37 5, ENTER LIVE LOAU.1,:'IPS Pk7R FOOT p 6.2`50 ENTER '-ECCENTRICITY, Inches W 15.C)(')() ENTER W.T.4U LOAD. PSF f"C n 3.000 ENTER COMC STRESS, ktq i f y 611".).000 ENTER STEEL., STRESS, KSI t == 7.250 Ell TER WALL TMCKNE""] d m 5.750 ENTER DEPTH TO Rl' I NFORC I N(*.:? 2 faces YES IS THERE STEEL 01\1 TWO F'(-)C.ES? (YES OR NO) Am - 35".) AREA OF STEEL PER SQUARE FOOT OF WALL L 24.5o() HEIGHT OF WALL LP - 4.250 HEIGHT OF PARAPET WO - B.5(:)(''I WIDTH OF OPENING Hd - 9.000 HEIGHT OF OPENING ED - 1 .750 LEAST EDGE DISTANCE << << <r, ::4,< < < <<<< < OUTPUT X).).:>:).> >> > > > >> PU m 7.670 PE' 67.55 14 0K' PHIN 0.1341 P1 4 - 9. 118 MN - 130.981 PHIMN 116.914 Ie - 1('.)4.53 3 DEFL 3.226 MU 82.246 OK >>).:)•:)•:)•>>> TILT WALL PANEL --VLMK Engineering Softvttrc---- BONI TA ROAD WAREHOUSE I I r,,oV)& eel, /,0,40 INPUT PD - 1 .360 E19TER DEAD LOAD-pKIPS PER FOOT PL - e.870 ENTER LIVE LOADIKIPS PER FOOT ci = 7.000 ENTER ECCENTRICITY, Inchwa wm 15.000 ENTER WIND LOAD PSF f,c 3.o0o ENTER CONC STRESS, kwi fy 60.0 0 ENTER STEEL STRESS, KSI t 3.500 ENTER WALL THICKNESS d 4.()(:)(.) ENTER DEPTH TO REINFORCING 2 facen 7 YES 19 THERE STEEL ON TWO FACES?(YES 01:"Z NO) As - 0.310 AREA OF STEEL PER SQUARE FOOT OF WALL L 25.330 HEIGHT OF WALL LP - 2.000 HEIGHT OF PARAPET OUTPUT PLI - 6. 167 ps - 42.975 OK PH I N A 0.838 F'N - 7.362 MN - 83.631 PHIMN 70.059 Is - 40. 196 DEFL 5.373 MU 66.575 OKI VAN OOMELEN / LOOWENOA / Job-_� _ McOARRI®LE /KNAUF ru.nt__ _ Consulting Engineers Jut)No. � By _�✓� Date.-4 —ShwtNo.r- --1-- ve , cb 01 ML 2+t SCJ s �►�'K �AGI� 4�% �' !�"�= ��'{�� � ��� MOM i I r 1 I�MIA►.,1MIY'�I'MYNYIee.�r ,.••r•.��,- ..•� ..� yw�rN...`� rw•Y+^a'-MMMT.Nr.nmM�.:saawrwr'�M.pW�I�^e 1P�Mr,r�nryRw.•w«.e ypa, OW IftNy Aw, / Pnrtlnncl, Ormnon 97P_01 43F33 / (!3031 222-44M3 / FAX IM031 248 92Ff3 BONITA ROAD WAREHOUSE DRAINAGE STUDY 30 Auguct. 1988 Page 1 1.'lie BONITA ROAD WAREHOUSE. project consists of reusing an existing warehouse site. The existing site is 71% paved and the proposed site will be 85% paved surfaces . Drainage of surrounding sites , Fought Steal. on the North and Federal Express on the Ease, appears to be into existing underground systems . These systems are not recorded in the City of Tigard Building Department files. Two catch basins located near the east property line collect parking lot drainage from portions of the property to the east and approximately 23% of. the Project site. The existing site, along the South edge, does not drain completely, and will be resurfaced as required to provide full surface drainage. The Rite area is 108 , 179 sf, 2. 48 aseres. Existing and proposed drainage surface slopes vary and are taken to average about 1. 50%. The time of concentration for this site is estimated to be 7 . 5 minutes based on an average velocity of 2. 5fps , a length of travel of 375 feet, and an initial collection time of 5 minutes for paved areas. Using the Eastern Washington County RAINFALL INTENSITY CHART, the intensity for this time of concentration is estimr,ted to be 2. 80 inches per. hour. Thd WASHCO runoff coefficients for commercial or industrial drainnage ranges from 0 . 70 to 0. 80 . EXISTING runoff s 2. 48 x 0. 70 x 2 . 90 M 4. 86 cfs PROPOSED runoff - 2 . 48 x 0 . 80 x 2. 80 A 5. 56 cfs RUNOFF INCREASE - ( 5. 56 - 4. 86 ) / 4. 86 14. 2% The downstream drainage facilities are known to be inadequate however, there is no known drainage study for the entire basin of the downstream facilities. 1 M _ BONITA ROAD wkRCHOUSE DRAINAGE STUDY 30 August, 1988 Page 2 In order to avoid worsening an already poor drainage situation, we propose to retain a small amount of water on site. Because site detention causes other problems for the Tualatin River lower basin, we do not propose to retain a larger amount of runoff on site. DETENTION The proposed surface drainage system consists nf five new catch basins. Of these, two are center basins and three are side basins. With the water depth limited to 6 inchos above the catch basin rim, these basins will store a total of approximately 6000 cubic feet of runoff. This figure is based on a 1% surface slope and the equivalent of 3 . 5 center drain basins. The proposed 6000 cf storage will. cause maintenance problems on site however, they will reduce flooding problems on the adjacent railroad property, where there is an existing drainage problem. The on site storage will provide storage for nearly 20 times the runoff increase calculated P'Dove. Volume = 2. 48cfs x 0. 10 x 2 . 8 x . 5 minutes x 60 seconds = 312 cf N Q 6000 / 312 = 19. 2 The one hour rainfall runoff would to based on an intensity of I 0 .90 inches per hour, and + Auld an,ount to 1. 56 cfs for the existing condition and 1. 79 cfs for the proposed condition. a BONITA ROAD WAREHOUSE DRAINAGE STUDY 30 August, 1988 Page 3 The proposed storage would be over 7 time that required for the runoff differentia]. between the proposed and the existing conditions . 0 - 2. 48 x 0. 1 x 0.9 0. 223 cfs V a 0.223 x 60 x 60 803 cf N - 6000 / 803 s 7 .47 In order to evaluate the drainage structures downstream, it would be necessary to perform a study of the basin above the downstream structures, including the basin South of Bonita Road, and of the basin that the structures are feeding into. These studies are expensive and are expected only to show that the pipelines are undersized and that flooding will occure as a result of their being undersized for development of property. Mather than spend r,,oney on such a study, we recommend spending the money on site drainage control and storage. END OF REPORT PROOF Me't `y 60 EGON 0 ti 61 Mco/aQ�O VAN DOMFLEN / LOOIJENGA / McGARRIGLE 1 KNAUF CONSULTING ENGINEERS 3933 SW KrLLY PORTLAND, OREGON 97233 503 222-4453 " VAN GOMELEN /LOOIJENGA/MCGARRIGLE/KNAUF Consulting Engineers 3933 6W KELLY AVE./ PORTLAND, OREGON 97201-4393 .* (503) 2k': ARF�3 JobC,/ _I ,� Job No. _ Z Dote Phone O with Conference O with Field O with Menlo oto - / . Subject: 17 Ilerz- Diet-ribut0n: By2 � C7/ PAL CONSOLIDATED FIRE AND RESCUE j Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District a� FIRE MARSHALS OFFICE August 5, 1988 Van Domelen/Looijenga/McGarrigle/Knauf 3933 S.W. Kelly Portland, Oregon 97201 RE; Bonita Road Warehouse 7335 S.W. Bonita Road Tigard, Oregon 97223 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC), Mechanical Fire rind Life Safety Code CJMC) . Uniform Fire Code (UFC), and other local ordinances and regulations. This building was reviewed as a B-2 occupancy with an ordinary Group III hazard classification without high piled or rack storage, if other -_onditions will exist, additional requiremcnt.s may be made. Fire fighting water supply sit-All be provided so that no part of this structure or grade level will be more than 500-feet from a fire hydrant by a route a-cessible to fire fighting apparatus. Exit signs shall be provided as required by Sec. 331/1 . Vents and vent connectors shall be installed with the minimum clearances to combustible material as indicated in Tbl. 5-B, U.M.C. or according to the conditions of their listing. Not less than one (1) approved fire extinguisher(s) with rating of not less than 2AlOB:C shall be provided for each 1.500 square feet of floor •reA or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. (UFC Standard 10 1) One set of approved plans bearing the stamps of the Washingtun County Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to building; and fire inspectors for reference during required construction inspections. (UBC Sec. 303) 4755 S.W. OrlNlth DrlvP 0 P.O. Box 4755 0 Beaverton,Oregon 97076 o (503)523-2469 Van Dr,melen/I.ouijenga/McGariigle/Rnauf August 5, 1488 Page k Inspection and approval of construction by a representative of .his office Is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall acid partition rcvities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) Prior to the use and occupancy of the project (space), a certificate of occupancy or other written instrument of approval must be obtained from the Washington Country Building Department. (UBC Sec. 307) One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout. all phases of construction and muot be made available to building and fire inspectors far reference during required construction inspections, (t1BC Sec. 303) Approval. of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire u conference regarding this plan review or if you have questions, please feel free to contact me at (503) 526-2503, Sincerer Bob Hunt r Deputy Fire Marshal B11:kw / cc: Tigard Building Department ✓ DIRtrir.t Inspectors �1 August 2, 1983 QREGON Gordon Van Tyne Van Domel.en/Looi_ienga/McGnrrigle/Knauf 3933 SW Keily Portland, OR. 97201 PROJECT: Bonita Road Warehouse BP 881.480 V-1 J Deer Mr. Van Tyne: //6Af /� `f Nara for this project have been reviewed for conformity with applicable codas, and nre approved subject to the following changes or additions: 1 . Provide landing and stairway to grade for the west wall man door et Grid A-5. 2. Provide details for the landing, stntrwnyn, and/or ramps for the main entrance at Grid C--9. Ramps with a slope exceeding 1 vertical to 15 horizontal shall have top and bottom landings, and an intermediate landing for each 5 feet of rise. Sec. 3307, 3. Install cleanouts in the sanitary sewer line at Grid Line C. Clennontn are required every 1.00 feet. 4. Provide overflow drains or scuppers for the roof. Sec. 3207. a P5. Submit a copy of the structural calculations for the building components. Tf you have any question-, or if we may be of anslstnnce, contact us at any time. Sincerely, I m .Jaquh Plnns Frnminer ht/h242D 13125 SW Hall Blvd,P.O.Box 23397.Tigard,Oregon 97223 --- I I O v Z :,cza'vN Z 2aw J LL O O a J3Z � 2ar� /� 2 I I I Wr�Om LO I w CO I W i 00oz> c Q L UW wV I U Q > Q LU I I I to Z04;OS C.) z W W O 0 I 2 �ma�¢¢ w a a (4 ,n ¢ 0t. ¢ U) ¢ �WVW0 O II flu W a O a a p ==F(n; a1 H $1 W [ LL ( � ? IL 41 U a LL LL V l7 Q dK 1� Y a W � f- a I I w w u i 1 I a CK o� I I 'r W ' W 0. l: z r WASHINGTON COUNTY,OREGON February 7, 1785 Mr. ,Joe Tennant P.O. Box 1653 Portland, OR 97207 RE: 7335 SW Bonita Road Dear Mr. Tennant; Per your request of February 5, 1985, this letter has been written to confirm this department position with regard to the use of concrete panel walla at the above referenced address. In a letter dated July 5, 1984 (see attached), it was stated the walls could c:ot be used in re-construction of the building. This was based on the findings of a report prepared by Samuel Holmes Associates dated June 22, 1984. On September 4, 1984, Mr. John Dove with North Pacific Insurance Co. presented a report prepared by Van Gulik and Associates that stated the walls were of satisfactory strength. In consideration of the conflicting reports, it In impossible for this department to approve or condemn the walls. It should be noted hcwever, the use of the walls will be prohibited until a definite determination of the wall.e strength has been made. 1f you have nny questions plense call 639-4171 . Sincerely, Brad Roast Building Inspector (BR:bs/1001P) c c: Mr. .John Dove North Pacific insurance Co. 1675 SW Marlow Avenue Portland, OR 91225 12755 S.W. ASM P.O. BOX 23397 TIGARD,OREGON 97223 PH:839-4171 July 5, !984 CirfCW TINGARD WASHINGTON COUNTY,OREGON Mr. Joe Tennant P.O. Box 1658 Portland, Oreg ,n 97207 RE: 7335 SW Bonita !toad Dear Mr. Tennant: On June 22, 19.9' , we met to discuss the status of the building at the above referenced address. Because the structure has been nearly destroyed by fire, the remaining welly: and debris are of a concern to both you and the City. As buildings are damaged and become structurally unsound they pose a danker to the public. It is the responsibility of the owner to eliminate any such hazard. In previous telephone conversations, you indicated there might be some interest in salvaging the remaining concrete tilt-up panels. This department was concerned at the potential heat damage to the panels, requiring testing to determine the strength of the unite. In a report prepared by Samuel Holmes Associates (Structural Engineers) dated June 22, 1984, it was determined the panels have become overstressed. Without more precise analysis to provide evidence to the contrary the panels cannot be reused. The report also stated it did not appear the bnccing for the panels to he adequate. The City appreciates the steps you have taken in securing the pr,-perry against unauthorized persons and your interest in removing the hazard. Per our conversation you indicated the complete romovp! of all debris and c.pping off of all utilities to be completed by Sepiember of this year. This will be an acceptable tim(, in which to complete the task. If you have any questions please call 639-4171 . Sincerely, Brad Roast Building Inspector (BR:ch/0')0611 12755 S.W.ASH P.O. 13OX 23397 T'IGAFID,ORFCION 97223 PH:639.4171 ----- SAMUEL HOLMES ASSOCIATES STRUCTURAL. ENGINr.ERING 14 10 S W MORRISON • SUITE 804 PORTLAND.OREGON 97205 TEL (503) 226-1260 June 22, 1984 Mr. Joe Tennar•t P.O. Box :658 Portland, Oregon 97207 Re: Building @ 7335 S.W. Bonita Road, Tigard, Ore. Dear Mr. ler,nant: This report disc, sses the results of compression tests made on core sarrdles taken from the building walls and the results of a stress analysis made to assess the strength of the wall panels Also results of a stress analysis of thebuilding in -ts present condition are presented. Core _Sample Tests Four l inch diameter core samples were taken from the tilt-up wall panels and two were taken from the cast-in-place foundation wall below the floor. Cores were taken from the foundation wall because the effect of heat from the fire would be negligible and would provide a comparison betweenconcrete exposed to the fire and concrete of sim- ilar mix that was not exposed to the fire. The four cores taken from the tilt-up panels showed evidence of a heat effected zone approximately 1" to 1}" deep. This was evidenced by a color change from the normal concrete gray to a light brown. Three cores had compressive strengths above 2500 psi and one had a compressive strength of 2025 psi . The sample were tested by loading them in compression in direction perpendicular to the plane of the wall . Therefore, the influence of the heat effected zone would be incuided in the overall strength of the sample. The sample taken from the foundation wall had compressive stren- gths of 3965 psi and 4130 psi . This is considerably higher than the tests of the tilt-up samples. It is quite probable that the mix design for the concrete in the two walls was the same so one might expect the same or similar compressive strengths. However, there are two factors besides the heat that may be a cause for a difference in strength. One is that the amount of water in the concrete of the foundation wall was less than for the tilt-up wall . This is probable because dryer concrete is easier to place in forms than in a flat slab. Mr. Joe Tennant June 22, 1984 Page 2 The dryer mix would produce a higher strength concrete. Secondly, the curing environment for the foundation wall would produce higher strength also. A definite cause-effect relationship between heat and loss of strength cannot be made from this evidence. However, the difference between 2500 psi and 4000 psi is considereable and does tend to imp- licate the heat fromthe fire as a strength reducing factor. Stress Aria lysi s representative wall panel )nd pilaster-column was analyzed for ability to support lateral load from wind and vertical load from the roof. Analysis criteria included concrete strength of 2500 psi , reinforcing steel yield strength of 40,000ps1 , wind load of 15 psi, roof weight of i5 psf and roof snow load of 2.5 psf. The customary techniques for the analysis of this type of struc- tural element are very rudimentary requiring simplifying assumptions that may render the results and/or conclusions subject to different interpretations by different engineers. More precise analyses can be made but are beyond the scope of this investigation. Two parallel anal ses were made. One assuming no reduction in wall thickness (case 1� and another essuming 1" of the inside face of the wall and pilaster-column did !iot contribute to the strength (case 2) because of fire damage. One of the more common wall panels, one having a large window opening located in the upper half of the panel , was selected for anal- ysis. This type of panel was analyzed for wind load as a two way bending element supported by f;he roof and floor at top and bottom and by T-beam columns at the two sides. The T-beam column element was taken as a composite of the pilaster-column and a portion of wall on either, side. Calculations show the T-beam colLImn element to have adequate strength in bending for wind load;ng (positive of negative pressure) even when 1" of concrete on the inside 1'ar�e (case 2) is discounted. Wall panel calculations show that they are stressed in bending beyond allowable maximums in transmitting wind loads to the stiffer and stronner elements - roof, floor and T-beam columns. With full wall thickness considered effective (case 1) the :falls are approx- imately 30% overstressed; with 1" of the inside f_ce discounted (case 2) the walls are approximately 110% overstressed. A dimin- ution of the thickness of the wall by only 1" has a pronounced effect on the bending strength of the wall . Mr. Joe Tennant June 22, 1984 Page 3 Present Status I 1 At the present time the wall pdnels dre braced against wind load with what appear to be adjustable steel pipe braces commonly used for temporary bracing of walls in tilt-up construction. There is one brace at each pilaster-column. Based on approximate calculations it is doubtful that these braces are adequate for an 80 mph wind as required by the building code for permanent structures. The manufacturer of the brace should contacted for a more definite a.apraisal of the bracing capacity. The panels themselves, not being continuously supported at the roof line, are not adequate to span between brace points. We recommend that the building continue to have restricted access. Only authori2ed persons with full awareness of the conditions and know- ledge of how to safely be in such an environment should be permitted on the premises. If you have any questirns or we may be of ':.ether assistance please call . Very truly yours, Samuel M. Holmes I JOSEPH P. TE;NNAN'r P.O. Box 1668 PONTLAND,OItKGON Si7207 (603)241-1256 June 21 , 1984 Bract Roast Ctty of Tigard Building Departme3rn(. P.O. Box 23397 Tigard, Oregon 97223 Rea Total Noss of Building �- S.W. Bonita Road Dear Brads � .Y_._.�_ - -- .--__ Enclosed please find a report which was completed by a structural engineer which report incorporates come core testing results that were taken on the building my father had at 7335 B.W. Bonita Road . I would apprectate it if you would rev Lew the report and notify me ars to whether the rematntny wal.l.s may he utilised in replacing the building. If you have any questions, please give me acall. . 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U C W o z > c nz g LL Zcc 0f- [] ❑ ❑ 0 i 14 n (m 0 Lnc w m z 0 Q , w O m Fx- rf:cr � 0 u y0a O ro U o i 0 I u , (4 U Z �f � C D Y Q 0 m vri ❑II O e a U) V) m Q -- SERVER PERMIT N 12136 Unified Sewerage Agency 4-20-77 of Washington County CITY OF Tigard DATE OWNER, John J.Tennet Jr. PHONE , 224 4600 OWNER 'S ADDRESS, 7305 SW Bonita Rd. _ TYPE OF INSTALLATION, ❑BUIL_DING SEWER ❑BUILDING SEWER AND SIDE SEWER TYPE OF OCCUPANCY, ®NEW ❑ SINGLE FAMILY ❑ COMMERCIAL ❑EXIST . (PRIOR TO 7- 1-70 ) ❑ MULT . RES. OX INDUSTRIAL FIXTURE UNITS_ DWELLING UNITS 7 i-'ERMIT CONDITIONSt THE APPLICANT AGREES TO COMPLY WITH ALL RULES AND REGULATIONS OF THE UNIFIED SEWERAGE AGENCY . WHEN CALLING FOR INSPECTION, PLEASE REFER TO THE PERMIT NUMBER. THIS APPLICATION EXPIRES IN ONE-HUNDRED AND TWENTY ( 120 ) DAYS . THE AMOUNT PAID WILL BE FORFEITED SHOULD EXPIRATION OCCUR. FEESt PERMIT FEE $ $4025.00 CONNECTION CHAPqE l SIDE SEWER INSTALLATION :— ISSUED BY OTHER Insp. _ 50.00 TOI" �_ 4075.00 APPLICANT DATE SEWER PERMIT Nf, 12136 ADDRESS OF STRUCIURF 7305 SW Bonita Rd. TAX MAP __ TAX LOT_ SYSTEM Tigard LOT a BLOCK O F_ ---- --,/- —�, �7 7 APPROVED BY DATE ISSUED BY DATE REMARKS O I O I I � s W Z " N W ^ o fit Z dop 000 W UJ CL lu J / 4 w` � •0' Wv 1v z ago J A 7 Y 2 tom`, ul 1111, IQ cQED V -sop IT ti 00 J. - �- o �- o c�o� , mop N �• � UJ S N Z3�. o o. L �. 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