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7204 SW DURHAM ROAD BLDG Q-1 i r f i u /1'.34 SW DURHAM RU SFi?I.L CITY OF TIGARD CONI.M'JNITY DEVELOPMENT DEPARTMENT 13125 SW fir,11 Blvd. Tigard,Oregon 97223*8199 (503)639-4171 PLUMPING PERMIT PERMIT #. . . . . . . : PLM95-026(, 639-4171 DATE IF3SUED: 09/86/95 PARCEL: 2SI13AC-00100 5ITE ADDRESS. . . : 07.204 SW DURHAM RL) SUBDIVISION. . . . : ZONING: I-P BLOCK. . . . . . . . . . LOI . . . . . . . . . . . . . . CLASS OF WORK. . :NEW GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF US3E. . . . iCOM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . :2 OCCUPANCY GRP. . :B2 FLOOR DRAINS. . . . . . . : TRAPS. . . . . . , . . . . . . . : STr,RIES. . . . . . . . ol WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . : FIXTURES-------------- LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . RAINS. . . . . INKS. . . . . . . . . . : URINALS. . . . . . . . . . . . : GREASE=: TRAPS. . . . 1--AVATORIES. . . . . .. OTHER FIXTURES. . . . . -4 TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . :300 WATER CLOSETS. . : WPTER LINE (ft ) . . . . il DISHWASHERS. . . . : PAIN DRAIN (ft ) . . . . : Remarks : CONSTRUCTION OF 1 NEW TILT--UP, SLAB ON GRADE, BERKELEY ROOF, FO[.L,Y SPRINKLERED 31, 562. 5 SO FT BUILDING. SHELL PLUMBING ONLY for Bktilding #190 (P) . Owner.- FEES --------------- PACTRUST type amol-int by date reept 15351121 SW SIDUOIA PKWY PRMT $ 164. 00 JSD 09/26/93 95-270974 SUITE 300 PLCK $ 41. 00 JSD 09/26/95 95-27121974 TIGARDND OR 97224 5PCT $ 8. 20 JSD 09/26/95 95-270974 Phone #: 624-6300 Contractor: ------------------------------- ASSOCIATED PLUMBING COMPANY PO BOX 301362 PORTLAND OR 97230 -91362' -------------------- Phone #: 2IJ6-1685 f 213. 20 TOTAL Reg #- . : 57890 REQUIRED INSPECTIONS This peroit is issued subject to the regulations contained in the Sewer Inspection Tigard Municipal Code, State of Ore. Specialty Coes and ill other Water Line Insp applicable laws. All work will be done in accordance with Misc. Inspection approved plans, This pervit will expire if worN is not started RP/Backflow Prev within 188 days of issuance, or if world is suspendei for sort Final Inspection than 1810 days. PLrmittee Signet Are: ! ssl-ied -7 OF Call for- inspection 639--4175 9-25-1995 9: 12AM FROM ASSOCIATED PL-BG. 2S5 0805 P. S City at Tigard Lt MBINGPERMIT APPLICATION Planck/Rec. # 13125 ,SW Hall RIA. Permit # Tigard, OR ;"r223 (503) 639-4171 MINIMUM $25.00 PERMIT FEE f ST. : URCHARGE Family_R mldoncm Only U 1 8ATH I-fOUSC$140.00 O 2 BATH HC'USE 219.5.00 Job 7,104 5 11 3 PATH HOUSE S245A0 Address rat+a.. - -_ r>, Fee kKk)&s al plumbing fbdurr_s in the deva&V and the fest 100 feet �- Tio a, Q1Q of water service, sanitary sewer a��1 storm fewer. See tees below. QTY PRICE ANfT Sink — --- - T— ICE Lavatory - 9.00 Owner Tub or Tub/Shower Comb. c„ra., -- - 3 -- Shower Only --- - 900 Water Closet - 9.00 Dishwasher .`9.00_.. -- - Garbage Disposal - ----- 9.00 Was" Machine 9.00 Flow Drain 9 Oki b.,- Water Heater ----. Y_ - 9.00- Laundry Room Trey l00 Urinal 9.W 45S0(1a ul r'I�ot1 t Other FbRures (Sp-c ) - - T9 00 - Coo; hg9.00 _ ___-- 2 o 0 As )��6 6B — 900 ,1 r 9.00 31 co 4np O� So Sewer st 100' ) 30.00 ;� C., �•a•ve+. . ab r T.w Sewer-ea.Addit_ 10012500 A - Q M -,,W Water Service tat 100' 30.00 30.0 p.0 -T-hereby acknnwkxfge that I have read this application,^that Ma Water Service. ea.Addle 200' 25.00 informatbon given L-,correct, that I am the owner or authorized s len( of - dee owner, that plans subnvflyd are in o mprtarxx with State :.•v.5, that Storm&Rain Drain 1st 100' 30.00 I am toghtmexd with the Construction Contt2r2nr'� Board, that the Storm&Rain Drain Add'Q. 100' 25.00 number given is correct (It exempt from sixte re;istration, nlew,e _ give reason below.) Mobile home Space 25-00 - /- Back Flow Ptevendon - _ e�-- Device or Anti-Pollution Device ,� 9.00 IF 00 or Waste NM - ---- _ _ Connected to a Feture 900 DescTtbe wcxtc` new addition (�- alteration (� r►paer t l Cattle Basin -�-�_— 9.00 to he done- residential non-residential Insp. of Exist Ptumbirq 40.00/hr -�--- U51M use of - - - Y'Requested Inspediorta - --- 40.00VAr beim or war Y Rain Drain, single family dwelling 30.00 Ae.skiontlar backttow preventirm d evices 15.00 Pfopnsed use of - tvukliry or wopeet) sor,e-fit a w/ _ — '(FxcYp(nsidentsa baeJdfow - ._ - - --- WrverWon dsvk&l NOTICE "llfin(tnum Fee 4:5.00 SUBTOTAL PERMTS BECOME VOI)F MRK OR CON%-l"R 1CT10N t AUtHORQEi9N D IS NOT CCNF.NC:FD WITHIN 180 DAYS,OR IF 6% SURCHARGE �)l C04STRUCTMN OR WCtRW IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PLAN R"EW 25%C:• SUBTOTAL 41 r c special Conditions TOTAL 2 131 C DATE: PLAN'S CHECK NO.: 0--7 <<3yS 115-- 15-zC PROJECCTT TITh: COUNTYWIDE TRAFFIC IMPACT PEE APPUCANT: WORKSHEET r.7�,<' � M�� KSI e /s� Jz MAIUNG.ADDRESS: (FOR NON-SINGLE FAMILY USES) -tee o V- 6"i0 3 9 CITY/ P/PHONE: RATE PER "o r' /a.. ll' L8NQ L15EAT TRIP TAX MAP NO.: RESIDENTIAL $159.00 BUSINESS AND COMMERCIAL 40.07 SITUS NO.ADDRESS: 146.00 INDUSTRIAL 153.00 INSTITUTIONAL $66.00 PAYMENT METHOD: CaSHjCUFQK CREDF; INSTTTUTIONAL ONLY. BANCROFT PROMISSORY NOTE) LAND USE CATEGORY ESCRIPTION OF U•SE PJEEMAYAVC. TRIP RA WEEKEND AVE TRIP RAT DEFLA TO OCCUPANCY r1,)preb,,,e* '� %/i"rr . IIASIS: r�1 1 9r-yosev C 57rucr,s-n o<- 'R 31� f r r,-o YI -rr CC' CALCULATI/ASU .Ctl�, Vl� I RROJECT T14IP GEMaRATNM FEF.: )4' 5!r(e•c7� ADDITIGNAL NOTES: FOR hCCOUNTIAG PURPOSES ONLY: ROAD AM �1 � J ,� G l� �l J•C Z� TRANSIT AMT.: 71 M `-t ,,-,�v--,G-L: PAREO BY: .t CC: WASHINGTON COUNTY TIF NOTEBOOK ttxm tff10 CIT YOF T I GARD ELECTRICAL PERMIT - RESTRICTED ENERGY PERMIT #: ELR96•-0273 COMMUNITY DEVELOPMENT DEPARTMENT DATE. ISSUED: 09l0:3/9(� 13125 SW Hall Blvd.Tigard,Orspon 97223.8199 (503)839.4171 1. TE: ADDRESS. . . : 072-'04 SW DURHAM RD ULADIV151ON. . . . : ZONING: I F, I._OCK. . . . . . . _ . . I...OT. . . . . . . . . . . . . . "D jest Ue,acr^ipt ion : Data commi.rni.cat ion system A. RESIDENTIAL_________ B. COMMERCIAL- AUDIO R STEREO. . . : AUDIO x• S TE:REO. . : I NTf=RC;OM ti F'AG I NG. . : BURGLAR ALARM. . . . : BOILE=R. . . . . . . . . . : LANDSCAP;_-/IRRIGAT. . s UARAGE OF'C:NER, . . . CLOCK. . . . . . . . . . . . ME=DICAL. . . . . . . . . . . . . HVAC. . . . . . . . . . . . . : DATA./TELE COMM. . : X NURSE CALLS. . . . . . . . VACUUM SYSTE::I1. . . . FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: 01HFR: HVAC. . . . . . . . . . . . s V'ROTECTIVE SIGNAL. . : I IU S f RUMr NTA T I JN. a OTHER. . : . . TOTAL # OF SYSTEMS: 1 _ —I _. __. ._._.__._._. .._ ..._. I-44LIRUSJ REALTY type �amol.int by FEES recpt 1.5350 SW SEQUOIA F4-',WY PCT $ c'. 00 JDA 09/03/96 S6-283439 SUITE 30.10 PRMT $ 40. 00 JDA 09/03/96 X36--2834.69 1 1 GARD OR 97::04 Phone #: 624•-6300 Contr-actor,: -_._._._.__.____ __._.__.._._____.____._._.__.__..__________.___.________ ____..___..____ _ - CONTRACTOR NOT ON FILE g 4c:. Q)0 TOTAL REQUIRED INSPECTIONS - -- - C;eilinq Cover Elect' 1 Service I hone ii : Wall (--over, Elect' 1 Find Req This permit is issued subject to the regulations contained in the ._,._,__ _ __._.__._.._...,__..__......_...__.._. Tigard Municipal Code, State of Ore. Specialty Codes and all other Pet-mitee Sign;ati_�r,f, applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 nays of issuance, or if work is suspended fv more h —J than 180 Days. y OI41AER 1�'' Tf�L.LA7ION 17 , -.-_._._.._..__.____--•--._._..____.__._._..__ The installation is beinq made on property I own which is not intended for- salr,. lease, 01- rent. OWNE;I-:' �3 S I GNAT URE: DATE: _. _-.-__CONTRACT�'OR/r INSTALLATION SIGNATURE OF SUPR. E:LEC' N: N _ /► �rl ---- DATE:: LICENSE NO: Call for inspection - 639-•4175 Community Development RESTRICTED ENERGY ELU;TrrIC:AL APPLICATION 13125 SW Hall Blvd. Tigard,OR 97223 PERMIT ( —O A-] 3 Phone(503)639-4171 FAX(503)684-7297 DATE ISSUED TDD No. (503)684-2772 CITY OF TIGARD Inspection (503)639-4175 ISSUEu BY aala� �� euP (hn Sh�il' u — 1 LEASE COMPLETF_ ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK Zv S.� ✓�P+1�� _ Address i RESIDENTIAL—Restricted Energy Fee . . . I 1X OQ, Z7 _ (FOR ALL SYSTEMS) City State Zip Check I)pe of Work Involved; PERMITS ARE NON TRANSFERABLE AND NUN-REFUNDABLE AND EXPIRE IF WORK IS NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 1:3 Audio and Stereo Systems 1110 DAYS. ❑ Burglar Alarm 2. CONTRACTOR APPLICA`ION ❑ Garage Door Opener* ❑ Heating,Ventilation and Ah Conditioning System* Contractor -�►►'T t.,�c t-{ Typo_ IJ Vacuum Systems' ❑ Other Address_1225 �r�' w,4 '. iCse.a+DGiL `?711j --- _ COMMERCIAL—Fee for each system . . . . . . . 140.00 (SEE OAR 918-260-260) Property Owner Check Type of Work Ipyrllved: Contractor's Board Reg. No. Z�j(p5ru4—�. _ Y ❑ Audio and Stereo Systems Phone# 3-.' El Boiler Controls �- ��'�� -- - -- -- ❑ Clock Systems 3. OWNER APPLICATION ® Data Telecommunication Installations ❑ Fire Alarm Installation Print Owner's Name Phone No ❑ HVAC ❑ Instrumentation Address ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control* City State Zip ❑ Medical This iwrmit is issued un Ter OAR 918.320-370.This applicant agrees to make only ❑ Nurse Calls restrhied energy Inst:Ilations(100 volt amps or less)ander this permit and to do the ❑ Outdoor Landscape Lighting' fnllr»v0 g: � 1. On.y use electrical licensed persons to du installations where required.(Certain ❑ Protective Signaling residential and other transactions are exempt from licensing,These have ❑ Other asterisks(').All others need licensing). -- 2. Call for an inspection when all of the installatinns under this permit are ready for Inspec ion at 5n3.639-4175. ❑ 3. Pu►chase Number of Systems separate permits for all Installations that are not ready for inspection — — when the Inspector is out to Inspect under this permit. •No licenses are required. Licenses are required for all other installations. 4. Assume responsibility fnr assuring that all corrections required by the inspector are dnnP.,an 5. Assume responsibility for calling for a final inspection when all of the 5. FEES corwrtions are completed. the $erson signing for this permit must be the applicant or a person a. Enter Fees �'G C�) a o ze b d the applicant. — —A b. 5%Surcharge(05 x total above) $ .ignature TOTAL $ `f 0(J Authority if other than applicant ENERGAP.CHP ELECTRIAL PERMIT �IT`� OF T PERMIT C#: ELC96--0265 COMMUNITY DEVELOPMENT DEPART.04ENT DATE ISSUED: 04/29/96 13125 SW Hal:Blvd Tigard.Oregon 97223*8199 (503)639-4171 PARCEL: 2BI13AC-00100 ,,:)I I'E ADDRL,b. . . : 417 04 SW DURHO11 RD #*AJVr SUBDIVISlON. . . . : Z ON I NG; I-P BLOCK. . . . . . . . . . : LOT. . . . . . • Prolect Description: Installing one signal circuit or' a limited energy panel. --------RESIDENTIAL UNIT--- ----TEMP SRVC/FEEDERS---- ------MISCELLANEOUS--.--- 1000 SF OR LESS. . . . : 0 0 200 amp. . . . . . . : 0 PIUMP/IRRIGATION. . . . : 0 EACH ADDIL 500SF. . . 0 201 400 amp. . . . . . . .. 0 SIGN/OUT I-INE LTC,. . -. 0 LIMITED ENERGY. . . . . : 0 401 600 amp. . . . . . . : it.) SIGNAL/PANEL. . . . . . . : I MANF. HM/ SVC/FDR. . : 0 6014aMpS-1000 volts. : 0 MINOR LABEL 0 -------SERV ICE/FEEDER------- CIRCUITS--._-_.._._ ----ADDL INSPECTIONS—- 0 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0 201 400 amp, . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 600 amp. . . . . . : 0 EA ADDIL BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 1000 amp. . . . . : (a -.__-_-_-._-----_-_PLAN RG VIEW SECTION--------------___- 10100+ alinp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : > t.,00 VOLT NOMINAL. . : Reconnect 0 SVC/FDR 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: FEES PACTRUST type amount by date reept 15350 SW SQUOIA PKWY PRMT $ 40. 00 CJS 04/29/96 96-276696 SUITE '300 5PCT $ 2. 00 CJS 04/2? /96 96 -278696 TIGARDND OR 97224 Phone #: 624-6300 Contract orc HONEYWELL $ 42. 00 TOTAL 15495 SW SEQUOIA SUITE 100 REUUIRLD INSPECTIONS PORTLAND OR 97224 WA11 Cover Elect' l Final Phone #: 503-968-3398 Llect' l Service ReU #. . : 57824 This pirsit is is,,ued subject to the regulations contained in the Tigard MuniciVi Cide, State of Ore. Specialty Codes a,,d all other Permittee Signature` applicable laws. All work will be done in accordance witt, approved plans. This permit will expi;,e if work is not stated within 189 days of issuance, or if work is suspen6z� f more than 181 days. Issued By INSTALLATION The ,.nstallation is being made on property I own which A' s not intended for sale, lease, or rent. OWNER, S SIGNATURE: DATE: INSTALLATION SIGNATURE CF SUPP. ELEC9N: DATE: !9-- 29- 96 LICENSE NO: Call for inspection - 639--4175 Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Permit # L 4 6-/7 C'S-- Date Issued 5r- .16 - 96' Phone (503) 63^-4171 FAX (503) 684 i�-7 CITY OF TIGARD TDD No. (503) 684-2r '2 Inspection (503) 639-4175 1. Job Address: 4. Cornplete Fee Schedule Below: Name of Development_ Number of Inspections per perfnit allowed Address 7�O y L/ ) LL/l�Qm �14- - Service Included Items Cost(ea) Sum city/state/zip u� '�R .� _`/ 4a. Residential -per unit 7 r 1000 Sq It or less $I iu oo Name (or name of business)7�ACT/.'1J.5T &n Q Par Mpportiononnn ihereo Each hne1500sq It or of $2500 urn Commercial Int Residential ❑ Limited Energy $2'00 Each Manurd Home or Modular I Dwelling Service or Feeder $6800 2a. Contractor installation only: 4b. Services or Feeders Installation,alteration,or relocation Electrical Contractor N n/]tip!a!G�. 200 amps or less $GO 00 _ 2 Address `l `' - # 201 amps to 400 amps $8000 __ /� 401 amps to 600 amps $120 0(1 City_ cin. tatey!la Z 601 amps to 1000 amps $18000 2 Phone No. L- 3 3_ __..-.__.___—_ over 1000 amps 0(volts $34000 2 Job NO. a-a .5 O c) _ Reconnect only $5000 2 contractor's license NO. a G .+l C7 C G.L 4c. Temporary Services or Feeders Contractor's Board Reg. No. -S'7&..1 V installation,alteration,or relocation Signature of Supr Elec'n200 amps or less - ._-- 2 201 amps to 400 amps $5000 2 License No._.___ __ Phone No. Yt:. 5' :3-3 401 amps to 600 amps $7500 - '-- ` Over 600 ernps to 1000 volts $10000 2b. For owner installations: see"b"above 4d. Branch Circuits Print Owner's Name_ _ New.alteration or extension per pane Address _ __ e)The fee for branch circuits with purchase of service or reader fee. ` City State Zip Each branch circult $5.00 Phone No. b)'Ihe fee for branch circuits without 2 The installatioll is being made on property I own which is purchase of service or feeder 1i First branch circuit $3500 not intended for sale, lease Cr rent. Each additional branch circuit $500 —� Owner's Signature - 4e. Miscellaneous (Service or feeder not included) 3. Plan Review section (if required): Each pump or Irrigation circle $40.00 Each sign or outline lighting $4000 Signal Urcunw or a limited energy Please check appropriate Item and enter fee in section 58 panel,alteration or extension �_ $4000 C1�` 4 or more residential units in one structure Minor Label$(10) $10000 Service and feeder 225 amps or note 4f. Each additional inspection over System over 600 volts nominal Classified area or structure contailw.g special occupancy the allowable in any of the above Per Inspection $35 00 as described in N E C Chapter 5 Per hour S55 00 In Plant $5500 Submit 2 sets of 'ans with application where any of the above apply. Not required for temporary construction services. 5. Fees: 5a. Enter total of above fees g ) n NOTICE 5%Surchsrge (05 X total fees) $ j_s r. PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ _ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF Sb. Enter line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review K requhed (Sec 3) g A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Srr--ubal ��to• $ �� COMMENCED. Trust Account N J app Balance Due s r ELECTPICAL PEPMI CITY OF TIGARD 17,r:-"PM1T #-. 'Zi-C,06 0'rl COMMUNITY DEVELOPMENT DEPARTMENT DOTC ISSUEDg 03/ 13125 SW Hall Blvd Tigard,Oregon 97223*8199 (503)639-4171 6L 4.J I tom" 7.ON I NO. I r', . . . . . . . . . . . . . . . . . . 1mr-i-A11. fou)- br-anch c.1-t ..TEMP' "RVC/FELLCR5-- J Ij "I'zo ^r OR LESS. 0 ZOO alnpw . . & . 1 0 PUMP/IPrTGAT CH OWL 5666r. i201 400 amp. . . . . . . 1 0 STGN/OUT LINE M!'"C.n EN.r.prlyl . - 401, 600 amp. . . . . . . E 0 SIGNnL/r,ANrl-, NF. HM/ SVC/70R. 0 (-..0j4aMp5 -j000 Vr,"S. 1Z A MINCIP LABLL ( 10) ,, . �100 amp. 0 W/SERVICC OR r-c'—T)CR., 0 PER 1N"71"'cc'1 ION, ')P 'Dr" I r"[:.R Houll�. . . . . '401 amp. 1 '- !' W/o SRVc : 0 amp. . . . . . :: IIA ADPL BRNC'.t1 CIRC; 3 IN PLnN'T. . . . 0400 a Pip. PC--' T r:Ir J Sr:,f7 T TON =4 RUS !JNITS. . . . . . 600 VOLT N0MTN4':!- L.A'_'7j ()P r-A/I PF t ty date 00 CiLl, rj0 CJS 1212/23/96 f-'CT 1- .s perait is issued SL-. :,ard Ylnicipal t! lA.icatle laws. All we", Vroved platis, this peva.t if .hin lee days of issuance) Or i" is "'T days, Jt a I 'qt i a t''-i r lei I 'A S 0 1 1 i ...........- Joh ('14272 Community Development ELECTRICAL PERMIT APPLICATION 1312.5 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # gd-,a76a5� Permit # --- Phone (503) 639-4171 Date Issued ------- �- ,a 7- 9,e- CITY � CITY OF TIGARD FAX (503) 684 1297 Issued by TDD No. (503) 684-2'i 72 ---- Inspection (503) 639-4175 1. Joh Address: 4. Coirnplete Fee Schedule Below: Name of DevelopmentNumber of Inspections per permi•allowed -- Address 7236 S.W. Durham Rd. A Service included. Items Cost(en) Sum City/State/Zip Tigard, OR 97223 4a. Rasidential- per unit 4 1000 sq It or Isom $11000 Name (or name of business) flldc3'90 Fac,additional 500 rrq it or -- - portion thereof $2500 ' Commercial r] Residential Limited Fne•gy $2500 _ Each Manul'd Hume or Modular Dwelling Service Of I Aedef $68 i)0 2a. Contractor Installation only: qb.Services or Feeders —� Inatallabon,alteration m relocation 2 Electrical Contractor_Bachofner Electric, Inc._ 200 ample or lase $6000 2 Address 55 S.E. Main St. 20' ampr to 400 amps $8000 2 City Portland State_ Zip 97214 401 amps c 6>D amps $12000 2 601 amps tc 10'10 amps $18000 ? Phone No. 233-2006 —� Over 1000 amps or volts: $34000 2 Contractor's Lioense No. 26-4510 Reconnect only $5000 Contractor's Board Reg. No. ddc,Aq _ 4c. Temporary Services or Feeders Installation,alisiallon,or relocation .. Signature of Supr, Elec'n _ 200 amps or less $6000 License No. 1769S —_„ Phone No. 233. _ 201 amps to 400 smps -- $7500 -- 401 anlps to 600 amps $1000o, _ p Over 600 amps to 1000 volis n{� Lilt. For owner mStallationS. men W ahme 4d. Branch Circuit@ Print Owners Name _ _ New allomhon or extension per panel Address n)The lite lot branch amuse with City State- Zlp_— purclrsaa of aaryfca or lesdrr Are. Each branch circuit $5 00 Phone No. b)The Ise for branch circuits wffhout The installation is being made on propert. I own which is purchsaa of sa►rke or wsaw Ara. not intended for sale, lease or rent. First branch circuit $35 00 Each additional branch clrcu4 4— $500 Owner's Signature _ 4e. Miscellaneous (Service or feeder not included) I Plan Review section (i/ required): Each pump or Irrigation circle $4000 Each sign or oullins lighting $4000 Signal clrcull)s)or a limited energy N Please check appropriate Item and enter fee in section 5B. panel,alteration or extension $4000 _ 4 or more residential units in one structure Minor I ohnis(10) W� $10000 Service and teedfa 225 amps or more — System over 600 volts nominal 41 Each additional inspection over ClaLsified area or structure containing special occupancy the allowable in any of th 1 r'Tove as described in N.E C. Chapter 5 f'e,it r1t nr, $3500 rre.haui $5500 _ Submit ^ adia of plans with application where any of the above $55 00 dPPly Not required tot temporary construction service.. 5. Fees: NOTICE 5e. Enter total of above fees $ 50.00 9%Surcharge(.05 X total fees) $ 2 e�Q PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ — AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Pian Review if required(Sec 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORM IS Subtotal $ COMMENCED. LI Trust Attaint 0 $ Balance Due S 52..50 rerrM.:MMWc Pm 4G — March 14, 1996 O'TY OREGON OF TIGARD Aachofner Electric Inc. Attn: Robert H. Bachofner ,5 SE Main Street Portland, OR 97214 Project : Pactrust Phase VI Subject : Electrical Plan Review for Bldgs. 186 (M) , 187 (N) , 168 (0) , 189 (P) , 190 (Q) The plans submitted were reviewed for conformity with the 1993 National. Electrical Code (NEC) and the State of Oregon Electrical Specialty Code. The following was noted: 1 . The 1993 NEC i3 the minimum electrical requirement. 2 . The clearance required by NEC 110 -16 (c) would be condition (2) because of grounded parts (conduits) on opposite sides of the Electrical Room. This distance would be doubled because of the amperage (1200 A or mare) . The total space required would be 7 feel: from live parts to grounded parts. 3 . No plumbing, mechanical or HVAC lines in Electrical Room. The sprinkler line may terminate in the Electrical Room, but may not pass through to another room. 4 . The Electrical Room Note ##15 calls for " (2) ground rods. " The rebar (UFER) will be used for the grounding electrode . 5 . Restrictive Er,argy permits will be required for fire alarm and irrigation systems. Please contact Michael Rudd at 503-639-4171., ext . 356, to discuss the electrical notes. Thank you for yotir cooperation, Michael Rudd Electrical Inspector elc96-0119\bachofnr.doc 13125 SW hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 BUILDING PERMIT CITY OF TIGARD PERMi,r #. . . . . . , ,, BUF-1955 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 13/96 13125 SW Hall Blvd.Tigard,Oregon 9722398199 (F03)639-4171 PARCEL. .213113AC -0 . I FL ADDRE,55. . . .,4 .0100 JBI)I V 15 1 ON. . . . : Z ON!NG: I_.P . . . . . . LOT. . . . . . . . . . . . . E I G'S I.E. r_LOOR AREOS----- EXTERIOR WALL CONSTRU%..TIOIJ - LASS OF WORK. FIRST. . . . : 31562 sf N: S.. F. W . YPL Of' USE. . . COM 5L.C.'OND, 12) sF PROTECT 0PENING5? ---- YPE OF' C04S'f. .314 0 5 f N: 7: W1 "CUr URV. .Bil TOTAL s f ROOF CONSI-1 1`71%RE: REI's LOAD. 0 BOGEMENT. : 0 s AREA SEP. RATED: 1,011. : I I-IT c 0, F t GARAG'". 'Zi 3f OCCU SEP. RATr-D; 3MT? -. MEZZ?,� REQUIRED—" _OOF? LOAD.. 0 p ra f LEFT 1: 0 ft RG[17 - 0 f is F I R SPKI.. :'r SMO-K DEBT. . :41.:,LLING UNIT53 0 I`RNTs 0 ft REAR: 0 ft FIR ALRMI HNDICP ACCs pl..4 i'l is: 0 1111 ',3URFACE: v7 PRO CORR: PARKINGe 0 41LUE. 11770 marls : r-il-p iuppr,estiion system M1 1 e Y,: - FEES .�CIFIC REAILTY 1,—';OCIATES type amount by date 1^e apt J350 SW c3F:;.DUOIA PKWY P R MT s 92- '50 JF 10/27/95 94-272181 FIRE $ 37- 00 J J'j 10/27/91 94 -27218t C- OR 97_ .,:i, 5PCT $ 4. 65 JD 10/27/9E, 44 c'7E18E JAr%DInN SPRINIJ-ER INN i BOX 30265 ji( ILAND OR 97c"30 1011c, #: $ 13/4. 13 TOTAL #. 78084 REQUIRED INSPEL7101qG peralt is issued subject to the regulativs cc-%tained in the spv-inkler- Rciugh jard Municipal Code, Stitte of Ore. Specialty Codes and all other E;prinkler Final Aicable laws. All work will be dome in accordance with I- it-e 01arm Insp _riVIO plans. This persit will expire if work is not started Inspect ion _ihin 1.80 days of issuance, or if work is suspended for sore an 1811 days. -m i ttee Call fo, inspeL:ti.Li 639-41715' I PLANCK# �'` �% �� Date: 10-25-95 _- APPLICATION FOR PERMIT TC INSTA L FIRE SUPPRESSION SYSTEM BUILDING DIVISION, CITY OF TIGARD 639-41'1 DATE: 10-25-95 r� PERMIT Valuation: _t 1 .77p Amt. Paid: �4. 13 N Permit Fee: 92.50 Ta �— 40% Plan Check Fee: 37.00 ✓ Balance Due: -�I `� 5% State Tax: 4.6.3 1 Pians must be submitted to the Building Division before installation. Three sets of the plot plan, showing the layout and the local;on of the nearest hydrant is required. New Installation:_ X _ Addition: Repair: Alteration: Complete:_ Partial- Exitway _ Basement: Hood & Vent: Sprav Booth:_,JN EXIS7?iNG BUII DING: IN NEW BIJILDING: X NUMBER & STREETS- W Durham Road I ;� NAME OF BUILDING or BUSINESS: _3ACTRUST BUSINESS QENTFQ Bldy. 1�-,C NO. OF STORIES:? SIZE OF BUILDING: 31 , 130 OCCUPIED AS: TYPE OF SYSTEMS: Wet: X — Ory:._ Combination: STANDPIPES: OCC.HAZARD: Light ORD.GRP.HAZARD 1- 2_2L 3_ 4_Extra _ DENSITY 2t r,PM/Ft2 DESIGN AREA 1500 ft2 SPRINKLER AREA 130 v rt2 SPRINKLER ORIFICE SIZE:_ 1i2, "K" FACTOR_ 5 E' _ TEMP. RATING 200 15350 S.W. Sequoia Parkway, Ste 300 OWNER:_ Pa.:ific Realty Associates ADDRESS: Por /land, OR 97224 CONTRACTOR: Guardian Sprinkler, Inc�4S5: PUNS DRAWN BY: Guardian Sprinkler, 10239 NE Marx St. Portland, OR 9722.0 RE,\,1/3,RKS: APPROVED permits includes only work described above and/or on plans and specification bearing the same permit number and will comply with all applicable codes and ordinances of the City of Tigard. SPRINKLER COMPANY: Guardpr le , Inc. PHONE: 256-0586 SIGNATURE OF APPLICANT: BUILDING DIVISION: F'ER,'0IT VALID FOR 180 DAYS nvoSinWstslfvepertn January 10, 1996 CITY OF TIGARD OREGON Guardian Sprinkler, Inc. 10239 NE Marx Street Portland, OR 97220 Re : PACTRUST BUSINESS CENTER 7236 SW Durham Road PC10-68C BUP95-0460 The fire protection plans and hydraulic calculations have been reviewed for compliance with applicable codes . Submit rot less than four (4) sets oL .revised plans and calculations incorporating the additional requirements listed below. � 1',. Provide an inspector' s test connection at the end of the most remote branch line [NFPA 13-A-4-6 . 4 . 2] . 2 . Illustrate and provide a four-way sway brace at top of riser and longitudinal and lateral. bracing in accordance with UF3C Std. 38-1-3.-5 . 3 . 5 . 2 and 3 -5-3 . 5 .4 . Clearance shall be provided around all piping extending through walls and floors . Provide a i" clearance on all sides for pipes i" through 3 1/2" and 2" for pipe sizes 4" and larger [NFPA 13-4-5 . 4 . 3 .4 (a) ] . 4 . The automatic sprinkler system shall be supervised by an approved monitoring service [Uniform Fire Code (UFC) 10 . 3071 . Connect all required tamper switches and flow monitoring switches to the annunciator panel . Provide two dedicated phone lines for the annunciator panel [NFPA 71-5 . 3 . 61 . If you wish to discuss any of these items, please give me a call . Sincerely, James Funk Plans Examiner bup95-0460\pc10-68c 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Linc: 6394175 Business Line: 639-4171 MST _Date Requested A PM BLD Location__ �, G -1� -7_�`' I'YC.. �'' MFC Contact Person _ _ Ph PLM Contr r __— SWR II.D Tenant/Owner , ELC _ — all Footing ELR Foundation ACCCSS: ► i FPS Ftg Drain — _ Crawl Drain Inspection Notes: SGN ��— Slab _ _ Post&Beam --- --- - — SIT Ext Sheath/Shear �� — — Int Sheath/Shear Framing Insulation Drywall NailingFirewall Fire -- _.-- Fire Sprinkler Fire Alarm Susp'd Ceiling ------- ---- �/Y — Roof AS . PART FAIL W � PLU_MBIh12 a Post U Beam ---- - �— Under Sli.;h Top out ----- Water Service Sanitary Sewer Rain Drains Final —__ _----------- -- __ PASS PART FAIL MECHANICAL v �— Post& Beam — Rough In Gas Line -- --- -- _ Smoke Dampers — — Final ------- PASS -----PASS PART FAIL -- ELECTRICAL --- -- -- Service _- - --------------- Rough In - - UG/Slab Low Voltage - —�---_-,� Fire Alarm Final _-------------- ------------- --— -- PASS PART FAIL SITE ---- ---_-_— ----------—--- Backfill/Gradiny ---- - -- -- ----- --- -- ------- ---- - --- Sanitary Sewer Storm Drain I I Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin I j Please ca'.11or reinspection RE: _ Unable to inspect-no access Fire Supply Line ___ _ _ i 1 p ADA Approach/Sidewalk Date - Other _ _ Inspector �----- — Ext Final I PASS PART FAIL- 00 NOT REMOVE this inspection record from the Job site. SUILDING PERMIT CITY OF TIGARD r-'!EPMIT #4. . . . . . . : DUP-950,- COMMUNIT11 DEVELOPMENT DEPARTMENT 61 DATE ISSUED: 09/11/95 13125 SW Hall Blvd.Tlgard,Oregon W7223*6199 (503)639-4171 PARCEL : 2S113AC- 00100 rE ADDRE-729. 07,204 aW DURHAM RD -- '31)1 V I S I ON. . . . g 71DNING: I P rI- - . . . . . 0 LOT. . . . . . . . . . . . . 151) J . r- LOOP ARCA a- E�XTrPIDR WALL CONSTS,UCT' OSS OF WORK. cNEW FIRST. 3 15 6 Z-' sf N: S E: W: FSE OF USE-7. . . -.,Cr)M .)C C n N D. . . : of PROTECT OPENING'! - ,TIE OF CONST. t3N TH I RD. . . . : S f N: S. E: W: CU P A N C Y r7 r r. :Pc' TOT AL------- - - - 3 1.Tj 6 i2 S-r ROOF CONST: FIRE PUT ,: CUPANCY LOAD: BASEMENT. s AREA SEP. RATril: 1.)R. -, 1 HT. : ft Gnr'%nGE. . . a Sf OCCU GrP. RATS 1,; MT1 -N MEZZ?:N REOT) OOP LOAD. . . . : f LEFT: -Ft PGHT- F 4, r1P 1'YPK,—Y SMOV VET. . -Y 't'.'LLING UNITS): FRNT- ft REAR: ft FIR ALRM:Y PNDICP OCC:Y J)PM13; PATHS: IMP 5URFACE- ["no co'tR- PAR14TN(- : FLUE. $ : x,4271 S inar 1(s -. CONSTRUCTION OF .1 NE'W TILT--L'P, SLAS ON GRADE, BERKELEY ROOF, FULLY RINIRLERCO 31 , 56�,. S SO r'T SUILDING, SHELL ONLY for Do-tildifig #00 (P) . ,iriev—. FEEi, "T PUS --er . 'T t ypc- al"ol.tilt by dat e i -pt SW Or-WOTA PKWY PRMT t 1540. 50 P 09/11/9'5 95-270 -.- JITE 7,00 P L r V. * 1001. 33 ISD 0> -j/16/9!, 1 r5 -Z:f:,15!." 5ARDND OR 97224 FIRE 1 616. 20 B 09/..*' 1/95 95-270,.- #: 624 -67300 5 P C T $ 77. 071 S 17.19/11 11)9 95'-x:'70 E 5 -Z,70E ROS $ 1E.0. 00 S 09/11/9) 95--E'70'- r - -.7,1711i r -I - fl, $ 00 S 01) 1 i. t;a p -:r'OPNACK PACIFIC EP.PC- t 52. 00 0 1719/11/90 95 9171 1. W. SONDBUrtb r"TREFT ,ARD OR 972'3 624 - 0 90 3419. 06 TOTAL 63'Lil QEQUIPET) TNSPECTIONS' permit is issued ;ubject to the regulations contained in the FrAming Ins .:,:Ard M-.iriripal Code, State of Ltre. Specialty Codes And all Wer InSLtlaktiOn Jrisp licabla, laws. All work will be done in accordarce with Gyp Board Itisp :1-oved plans. This pe-sit will expire if voyk is not started "'�1-15 P re i I n Q I n rj-) f-ir 180 days of issuance, or if work is suspended for more FJ-iial 1-,-:rpec-:tion 7' 180 days. ... ....... ........... Cal I for inspert i on - 639-4175 13inG, Igo Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. -�� Tigard, OR 97223 (503) 639-4171 1 � Jobsite Address: Tenant: L" _L ' ' Suite # Office Use Oft, Planck/Rec # Valuation: ��% ��>:7� l ' ( l a�.1� Permit # CA Owner: map & TIL# Address: / Approva1s Re uq fired Planning { ' Phone: Engineering ' Other Contractor: Address: Type of const: _ Occupancy class: Phone: Sprinklered? Yes No Contractor's License # _ (attach copy of current Oregon license)) Sq. tt. of project. f�, c; CP_"r— Contact 'Contact name & phone: _ Story (1st, 2nd, etc.) _ Proposed use: Architect/Engineer: _ Addtess: MACKENZIE�ShTO & ASSOCIATES, p,C, Previous use: Architecture • Planrin"I • Inferior Design Note: Plumbing & mechanical plans 0092 S. �W. Bancroft §`Qd • P.O. Box 69039 must be submitted at time of Portland Oregon ` Phone, Phone: 503)224- 9570 • FAX: (503)22!!-1285 building permit application. .JOB DESCRIPTION: T r' ILAC "I I" ►•J rr- e- �y T 14-T l/�1�. �LA� �N �,1�►ti�'� � � Applicant Signature i n r �t''i r� L. !✓/L�l. t — 2 -?5'i O pp ant g atu e & Phone number Received by _ �____� __ Date Received: Permit# Account Description Amount Amt. Pd. Bal. Due �JLtSr_t" Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) Bldg: _ Plumb: Mech: Plan Check kPLANCK) cr• V - �/ 7�' ^ Bldg: Plumb: Mech: Sewer Coonection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Rosidential TIF (TIF-R) Mass Transit TIF (TIF-MT) s Commercial TIF (TIF-C) - Com', cx Industrial TIF (TIF-1) Institutional TIF (TIF-IS) v Office TIF (TIF-0) Water Quality (WQUAL)/ Water Quantity (WQUA ) _ Fire Life Safety (FL.S) 1� V /G v Erosion Cntrl Permit (ERPRMT) J� V/ U Erosion Planck/USA (ERPLAN) z V _ 0 �� r Erosion Planck/COT (EROSN) TOTALS: 1 December 26, 1995 CITY OF TIG RD OREGOOV Dick Krippaehne Pactrust 15350 SW Sequoia Parkway, Ste . 300 Portland, OR 97224 Re : PACTRUST BUSINESS CENTER, PHASE VI SW Durham and SW 72nd BTJP95-0291 and BUP95-0292. The material which you have submitted as an alternate to the footing design and schedule has been reviewed by David Scatt, Building Official . The following items must be provided for our file before an occupancy permit will be issued for the two buildings : 1 . Provide design details and specifications of the driven grout pile . 2 . Provide full-size, revised foundation plans for each building. 3 . Provide continual special inspection reports on all driven grout piles . Even though the Geo-Engineers' memorandum of December 21, 1995, to Dick Krippaehne, specifically recommends the. floor slabs not be connected by dowel or rebar, it is our understanding that the Geo- Engineers have approved dowel use as detailed in Mackenzie Engineering Drawing 1/6 . Please confirm. If ,You wish to discuss any of these .items, please give me a call . Sincerely, James Funic--- _-- Plans Examiner. dickk\bup95-0291&2 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Gets;,,Engineers February 7, 1995 Geotechnical, Geoenvironmental and PacTrust II ll li r` r ) ' 7 Geologic Services c/o Mackenzie Engineering, Inc. 0690 Southwest Bancroft P.O. Box 69039 ` -- Portland, Oregon 97201-0039 Attention: Mr. Dennis Woods Site Prtloading PBC-( Site, Southwest 72nd Avenue and Soutliwest Durham Road Tigard, Oregon File N.). 2361-017-P36 BACKGROUND This letter presents our recommendations for preloading the PBC-6 site. The site consists of approximately 11.8 acres, located southwest of the intersection of Southwest Durham Road and Southwest 72nd Avenue in Tigard, Oregon. The site is a previous gravel pit that recently has been filled to near original grade. The till material consists of a variety of soils and demolition nibble, some of which was placed into ponded water. The fill has a variable thickness. We have received a copy of the preload diagram, which depicts current site topography and the proposed building footprints. We understand that site improvement will begin immediately. We anticipate that the existing ,round surface is settling from consolidation of the uncontrolled fill. At Ai Obtaining enough subsurface informatik, . to accurately predict the response of a site preloading program would he impractical because of the expected variability of the fill. Instead, we recommend that an initial preload and settlement monitoring program be undertaken. Detailed settlement information should he obtained to establish the effectiveness of the surcharge. The initial preload should he a minimum of 6 feet in height above finished floor elevations. Determining the settlement of the initial preload will be critical in establishing the need for additional preload material and/or the timing c.preload removal. Therefore, we recommend that GeoEn011rers, Inc -W4 SM Bndgeport Ro;(l Portland. OR 9-224 Telephone(i0 i)b 2 o)'-4 Fax (503)620-59.0 t1roNd an,wvcl@d pow PacTrust c/o Mackenzie Engineering, Inc. February 7, 1995 Page 2 settlement plates be installed at the center and corners of each of the four preloaded buliu:^Y areas prior to installing the preload. In addition, survey hubs should be installed at the top of the preload at the center, remaining corners, and midpoints of each building footprint, as well as at the corners of the southerly building once it is cut. The dual settlement plate and huh at the center of each building will allow us to separate settlement below the preload from settlement within the preload. Once installation of the preload has started, the `fates should be surveyed twice a week. The rate of settlLment from these plates may allow for less frequent readings as time progresses. Settlement readings should be accurate to the nearest 0.01 feet and should be provided to us immediately for evaluation. It is difficult to estimate how long site preloading will he necessary. Since the subsurface material is highly variable and undocumented, the settlement rate is indeterminate until significant settlement data is available. Our best estimate is that it will he a month or two after the initial preload is in place before we can determine whether additional preloading and/or time is necessary. It is important to note that a greater thickness of preload material will decrease the time required for preloading the .iite. I i G e o E n g i n e e r s File No.2361-017•P?6 PacTrust c/o Mackenzie Engineering, Inc. February 7, 1995 Page 3 We appreciate the opportunity to work with you on this project. If you have questions concerning the information provided, please call. Yours very truly, GeoEngineers, Inc. — L -- -t Don Rondema, P.E. Geotechnical Engineer Scott V. Mills, P E F rincipal DLR:SVM:jee Document ID: 23610171.sur ccs Mr. Leen Hartvickson PacTrust Mr. Dick Krippaehne PacTrust Copyright m 1995 GeoEngineers,Inc., All rights reserved G e n E n g i n e e r s File No 2361-017-P36 05/08 15:35 1995 FROM: 1 503 620 5940 TO: 15032.281295 PAGE: 1 05/08/95 IB:09 V1 507 820 5940 GFG FiNGINFFRS 4+ 4 MACKL4LIE Q001 Post-IP Fax Note 7671 oau _D N oT� To 1 t1IOT Geo `�,.Engineen Co Phono N Phone N Fax N Fax N March 14, 1995 Consulting Engineers and Geosclentlits Offices in Washing(on, PacTtust Oremon,and,11a5ka 15115 Southwest Sequoia Parkway Suite 200 Portland, Oregon 97224 Attention: Mr. Richard Krippaehne Preliminary Recommendations PBC-6 Site, Southwest 72nd Avenue and Southwest Durham Road Tigard, Oregon File No. 2361-017-P36 INTRODUCTION This letter presents our preliminary geotechnical recommendations for the Pac"Trust 1113C-6 site,. The site consists of approximately 11.8 acres, located southwest of the intersecti.)n of Southwest Durham Road and Southwest 72nd Avenue in Tigard, Oregon. We understana that the site is to be developed as flex office/wa_ehouse space and that building column loads vVill be less than 60 kips, wall loads will be less than 5 ki s per foot, and that slab loads will be less than 200 pounds per square foot. �,S �lF; A,'� z BACKGROUND The site is k former grarel pit that has been filled gradually and currently is near original grade. The fill mar-pi;,i, placed over an unknown period of time, consists of a variety of soils and demolition rubb,,v, of which was placed into po(adcci watt(. It i^our and^rstanding that topsoil and orgattik: material was not placed as part of this fill. The fill has x variable thickness of 80 feet. SCOPE OF WORK Due to the presence of concrete rubble in the fill, subsurface !xploration at this site would likely meet drilling refusal on eincrete fragments. Also, due to the variability of the fill, it would he impractical to obtain enough information to characterize the site soils Therefore, QKMi incrrs.Ink 7504 FW Bridgeport Road Nortland,OR 97224 Telephone(503)624 92-4 Fax(503)620 5944 05/08 15.35 1995 FROM: 1 503 620 5940 TO: 15032291295 PAGE: 2 05/08/95 16: 10 '01 503 620 5940 G E 0 ENGINEFRS M.ACKF.NZIE (?JO02 PacTrust March 14, 1995 Page 2 subsurface explorations were not performed at this site. In lieu of subsurface explorations, we recommend that four of the building pads that will be near finished grade be surcharged with a minimum of 6 feet of fill. Three settlement plates and seven settlement hubs should be installed on each surcharge. The settlement markers should be monitored at least twice weekly for the first few weeks after the surcharges are installed and once a week thereafter until an acceptable range of settlement is achieved. Chir office will analyze the settlement monitoring data. PRELIMINARY RECOMMENDATIONS SHALLOW FOUNDATIONS Following site surcharging, the proposed structures can be supported on continuous wall or isolated column footings founded on compacted crushed rock fill pads. The thickness of the crushed rock fill pads will be dependent on the size of the footings and the performance of the surcharges. However, based on our experience, we expect that the crushed rock fill pads will be between 1 1/2-and 3 1/2-feet thick. The crushed rock fill should he compacted in accordance with our recommendations for stnlctural fill, given below. Footings should be proportioned for a maximum allowable bearing pressure of 1,500 psf (pounds per square foot). This bearing value is preliminary, and our final re.,ommendation will be dependent on the results from the settlement monitoring data. The least dim--nsion of coiumn and continuous wall footings should he 24 and 18 inches, respectively. The bottom of exterior footings should be at least 18 inches below the lowest adjacent final grade. The bottom of interior footings should be at least 12 inches below die top ,)f the floor slab. Our estimate of building settlements will be determined after the surcharge monitoring is complete. FLOOR SLABS Satisfactory subgrade support for building floor slabs supporting up to 200 psf areal loading can be obtained by removing, moisture conditioning and compacting the existing site fill to a minimum depth of 3 feet below the finished flog slab elevation. The overexcavated and replaced site fill should be compacted to not less than 92 percent of the maximum dry density, as determined by ASTM (American Society for Testing and Material)U 1557. A 6-inch-thick layer of imported granular material should be placed and compacted over die prepared slab subgrade to assist as a capillary break. Imported granular material should be crushed rock or crushed gravel and sand that is fairly well-graded between coarse and fine, contain no deleterious materials, have a maximum particle size of 1 1/2 inches, and have less than 5 percent by weight passing the U.S. Standard No. 200 Sieve. The imported granular material should be placed in one lift and compacted to not less than 95 percent of the maximum dry density, as determined by ASTM D 1557. A subgrade modulus of 150 pci (pounds per cubic inch) may be used to G e o E. n g i n e e r c F-de No.2361-017-P": S 05/08 15:313 1995 FROM: 1 503 620 5940 TO: 1503228128b PAGE: 3 05/08/95 10:11 V1 5r3 820 5940 GEo ENGINEERS ++• NACKENZIE 11P 003 PacTrus: March 14, 1995 Page 3 design the floor slab. An increased thickness of granular material may be required if construction occurs during wet weather or if moisture conditioning of existing soils is not practical. RESISTANCE TO SLIDING Lateral loads on footings can be resisted by passive earth pressure on the sides of footings a td by friction on the base of the footings. Our analysis indicates that the available passive earth pressure for fjotings confined by structural fill is 300 pcf (pounds per cubic foot). Typically, the movement required to develop the available passive resistance can be relatively large. Therefore, we recommend using a reduced passive pressure of 200 pcf. Adjacent floor slabs, pavements or the upper 12-inch depth of adjacent unpaved areas should not be considered when calculating passive resistance. A coefficient of friction equal to 0.35 may be used when calculating resistance to sliding. The recommended lateral earth pressure and coefficient of friction values include a minimum factor of safety of 1.5. STRUCTURAL FILL Imported granular material should be used as structural fill. Structural fill should be pit run rock, crushed rock, or crushed gravel and sand that is fairly well-graded and contain 1'.o roots, organic matter or other unsuitable materials, hove a maxinelm particle size of 3 inches, and have less than 5 percent passing the U.S. Standard No. 200 Sieve. The material should be placed in lifts with a maximum uncompac-ted thickness of 12 inches and compacted to not less than 95 percent of the maximum d1y density, as determined by ASTM D 1557. During the wet season or when wet subgrade condi.ions exist, the initial lift of granular material shoulJ be 18 inches in thickness where grades allow and should be compacted by roliing with a smooth-drum roller without use of a drum vibrator. LIMITATIONS We have prepared these recommendations for use by PacTrust and other members of its design and construction team for the proposed development. The data and recommendations can he used for bidding or estimating purposes, but our conclusions and interpretations should not be construed as a warranty of the subsurface conditions. It should be understood that constru"ion of buildings on uncontrolled fill can be problematic, and may result in significant differential settlements, even after surcharging. Because monitoring of the surcharges was not yet underway at the tithe of this letter and the design was not finalized, the recommendations contained herein are preliminary. As settlement data becomes available to us, we will revise our recommendations as appropriate. We also recommend that the final design and specifications be reviewed by our firm to see that our recclmmendations have been interpreted and implemented as intended. G e n E n g i n e e r x File No 2-16I-017•P3E 05/08 15:36 1995 FROM: 1 503 620 5940 TO: 15002281285 PAGE: 4 05/08,95 16:12 $1 103 620 5940 CEO ENGINEERS MACKENZIE 004 PacTrust March 14, 1995 Page 4 If there are changes in the grades, loci(ion, configuration or type of construction for the buildings,these recommendations may not be atiplicable. If design changes are made, we request that we be retained to review our recommendations and to provide a written modification. The scope of our services does not include services related to Construction safety precautions, and our recommendations are n,)t intended to direct the contractor's methods, ` techniques, sequences or procedures except as specifically described in our report for consideration iri design. Within the limitations of scope, schedule and budget, our services have been executed in accordance with the generally accepted practices in this area at the time the report was prepared. No warra;ity or other conditions, express or implied, should be understood. We appreciate the opportunity to work with you on this project. If you have questions concerning the information provided, please call. PR�F� �C,1N�� / \ Yours very truly, 16,073 '9 >` GeoEngineers, Inc. OREGON QyG��21.�9� .�P �^r RONpE —_ Expires 12.131/9f1 _ Dan Rondema, P.E. Geotechnical Engineer Scott V. Mills, P.E. Principal Dt.R:SvM Jae Document ID: ?161017p.rec cc: Mr. Dennis Woods Markenzie Engineering Copyright m 1995 GeoE4neera,Inc.,All rights reserved 0 e B E n g i n e c r 9 1 le No.2361-0I?-P36 05/15 12:18 1995 FROM: 1 503 820 5940 TO: 15032281285 PAGE: 1 05/15/95 12:51 IMI 503 87.0 5940 GEO ENGINEERS Geo F.ng ftn MEMORANDUM Portland TO: Mackenzie Enf,ineering - Marr Hettwn FROM: Don Rondama DATE: May 15, 1995 FILE: 2361-017 SUBJECT, Durham Pactrust Site As per our phone conversation the hearing pressure of 1,500 psf Q;ven in our geotcchuical report for the site is also appropriate to wall loads up to 6.5 kips per foot, which is grower than the 5 kips per foot stated in onr report. The implications of the larger wall 'goads will he that structural fill will likely then need to extend deeper beneath the base of the footing to reach an effective stress value equivalent to that induced by the surcharge. We are currently receiving monitoring information on the surcharges and development time rate consolidation relationships to evaluate when the surcharges can be removed. Please give me a call if you have any additional wtmnents or questions. Sinc rel y,, ! I Don Rondeina, P.E. E t G R .�1�' FILE Copy April 12, 1999 City of Tigard Attention: }{ap Watkins 13125 SW Hall Boulevard Tigard,OR 97223-8199 o. in Re: Final Summary Report /'acTrust Business Center, l'hace G/Building Q Shell#190 7204 SWDurham Road, Tigard, Oregon O N N N 4 Permit IIBIIP95-0292 o h Group Mackenzie Project#990072 o w E Y Dear Mr. Watkins: V P N o E The purpose of this letter is to certify that periodic structural observation of the above-captioned 0 o project was performed in accordance with Section 1702 of the Oregon Structural Specialty Code. To o the best of my knowledge,no unresolved discrepancies remain, and the work is in acceptable general N Z conformance with the plans and specifications. O Sincerely, � N `16 ata 9 ac Mark Hettam, P.E. Opt" Group Director gfStnictural Engineering �� 15,1��' Markenxle, r�R Incorporated K H C ' MP}i/wp „te!nr Dttlgn LEXPIRES. O -0,Ne Planning c: Dick Krippachne- PaCTruSt Dennis Wocxl -Group Mackenzie Group Mackeni it Engineering. Incorporated t.ivtl,Structural fnginenring Iransportation Plannhig ho tradition of Markendo Engineering and Mackentielsatto rontiours. II TR4»r:CTS\9941072\IVP\9DI2FSR5 SK MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION 0690 SW BANC:ROFT STREET • PO BOX 69039 PORTLAND OREGON 97201-0099 0 (503)224-9560 • FAX 15031 226-1285 December 21, 1995 PacTrust Attention. Dick Krippaehne 15350 S.W. Sequoia Parkway, Suite 300 Portland, OR 97224 RE: PacTrust Phase 6, Building 190 Project Number 295190 Dear Dick.- Please ick:Please find enclosed a hard copy of our calculations and details for the revised foundation system for Buildings 189 and 190. These hard copies are for your use in submitting to the City for permit. As you know,our design is limited to the pile caps,their location with respect to the panels,the connections of the parcels to the caps,and a revised chord tie connection. Our calculations were based on information provided by Mr. Don Rondema of GeoEngineers. As we discussed.GeoEngineers is responsible for determining the actual areas where piles will be used,as well as the structural design of the piles. The pile reinforcing scheme appears to provide an economical solution to the settlement situation at the site. However,we must reemphasize our concern with supporting a building on a combination of piles and conventional footings. As we discussed, these mixed systems are prone to differential settlement and future maintenance(i.e.,crack repairs,roof patching,shimming of structure,etc.)should be anticipated. If you have any questions,please do not hesitate to call. Sincerely, Mark P Hettum, PE Director of Structural Engineering MPH/cg Enclosure cc: Don Rondema Dennis Woods 12/22/95 08: 56 V1 503 620 5940 GEO ENGINEERS --- PACTRUST/M&T/PDA Q0r)1 P Geo dN- em MEMORANDUM Portland TO: Dict: Krippaehne, PacTrust fax # 624-7755 FROM: Don Rondema, P.E. and Scott Mills, P.E, DATE: December 21, 1995 FILE: 2361-024 EJECT: PacTrust Business Center Phase VI, settlement mitigation This memo summarizes our recommendations for mitigating settlement at the subject project. Background The site occupies a soil landfill immediately southwest of the Southwest Durham Road and Southwest 72nd Avenue intersection In Tigard, Oregon. Development of the site will include construction of of lightly loade' single-story tilt-up buildings. To improve soils for construction, the building areas of the site were surcharged and monitored (May through July 199rg monitoring data. The pads were prepared using pit run rock and faes were removed once settlement and settlement rates had reached an acceptable 5 . The sulevel, based on char bric proofrolliug indicated the pads were firm and suitable for slab support , and observation of Fad 190 had reinforcement placed before pouring because the western three bays in this slab had a few areas of marginal softness. Settlement of the slab and footings were noticed in the central western portion of building 190 and the central eastern portion of building 189 after the first heavy rains of the fall. Each site slab was subsequently monitored for sett_lciIle:t, and readings were ongoing through December 19 for buildings 189 and 1y0. Total settlements reached 11 inches in the lowest portion of building 189 (near grid line F-l). Significant settlement (greater than 1 inch) Influenced about 15,000 square feet of slab area and about 175 feet of the western exterior footing. Total settlements reached 6 inches in the lowest portion of building 190 (n= grid line FA-4), Significant settlement (greater than 1 inch) influenced about 1,000 square feet of slab area and about 70 feet of the eastern exterior footing. We excallated seven test pits and drilled eight borings to investigate the subsurface in and near the settlement area. Based on the subsurface inform: obtai", d, review of areal photographs during past ftlling operations at the landfill, and the characteristics of the settlement relating to heavy infiltration of rain, we suspect that settlement was caused by subsurface trans4port of soil into areas with void spaces at depths of 9 to 13 feet. Based on recent settlement monitocin culay after recent heavy rainfall), it appears that the settlements have slowed (averaging less thanrl 4 inch over the last .3 weeks) and that additional soil transport into voids is limited. it is now appropriate to improve conditions fbr support of the buildings. Building Support We evaluated many deep foundation and soil improvem..nt alternatives for support of buildings 189 and 190 in the settlement areas. We concluded that a driven grout pile would be most appropriate for support of the exterior footings due to it_s driven displacement nature in coribination with grout which can intrude into voids. Interior footing and moment frame support should be derived from driven 12/22/95 08:57 V1 503 620 5940 GEO ENGINEERS ... PACTRUST/M&T/PDA Q002 MEMORANDUM to. Dick Krippaebne, Pac?rust December 21, 1995 Page 2 grout piles or augerc:ast piles advanced to the native gravels underlying the site. This includes grid lines A-1A to H-1A and AAA to A-1.6, C-2 through G-2, and l?-3 to G-3 on building 190: and 4-DA G0 ¢HA, 3-E. and 2-E on building 189. We understand that the affected interior columns will a]so be fabricated to allow for adjustment if settlement occurs, that special connwion details wilt be provided for panels adjacent to pile supported sections (bldg. 190 H-1 and bldg. 189 4-DA and 4-HA) and that panels adjacent to pile supported areas will be tilted before the pile supported suctions and monitored for settlement. We recommend using 15-foot-deep driven grout or gagercast piles to reinforce the soils under the slab areas, which are to be lightly loaded. We recommend that the top of these piles be kept.a minimum of 3 feet below the bottom of the slab, and that the slab contain reinforcing steel. We recommend that theses plies be equally spaced for six piles under each slab section, which are 25x50 ft in the interior of building 190 and 25x45 feet for the remainder of the slabs affected. Slabs affected on building 190 are bounded by A-1 through C-3 on the north side of the building, A-1 through H-1 on the west, H-1 to H-3 on the south, and C-3 through ht_3 on the east, Also included for building 190 is the area from 3 to 3.5 line between E and F. Slab area affected on building 189 is betwaen D and H lines and 3 and 4 lines. We recommend that the reinforced areas of the slabs not be connected with rebar or be doweled into the remaining unreinforr-ed slab. We are continuing to be involvod with construction monitoring at the project and will be on-site full time during installation of the proposed piles. Please contact us with any questions you may have.