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I i I I AD— in I IBM 7cp I • I �' / ' • I �-�' man= I � I I � e i I 1 I I I I I I I I I I I rk r7 - C OB N TIGARD TRIANGLE SECOND FLOOR (PTR. #082) 12909 SW 68TH PKWY. PORTLAND, OR 97.223 'GALE VI6'•P-V 01 '51 10' 12/9/02 i4 F aAd7hu WT PR CE: IFTNcPRINTGRTYEEONANY [1111fill11 1 � � I � � � 1 � � I � I � 11 � 1 � I � I � � I � I , I , r1 ��.f� �. _�_1wr (_�t.�_.1�_'_� -.�' ila � , li il � il � ili Ali � Il � � � ' � I � Ali il � ili �� r �r r� rr� r r� i ; i�� 1I-r i � _1_�i.�-rj..� � r� - .11Tt_11t IMAGE IS NOT AS CLEAR AS THIS NOTICE, IL 2 3 4 -- -- --_ ----------_ ---5 - _6 � - 7 _ 8 ---. 12 IT IS DUE TO THE QUALITY OF THE — --- mow__ _ I „a11 ' `y, ORIGINAL DOCUMENT .� _.__ -- .-- _-- __- ____ — _ _- -- _ -- _ .�,.. . ,. 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PORTLAND, OR 97223 6cA!_E tnb�A r• �, 01 91tm20' 12/9/02 A IMACIhL XIT P1 10 ERTY , NOTICE: IF THE PRINT OR TYPE ON ANY I -1-Irli 1111 111 111 Jill ilili � � � I � li � i iii i � r Ili r � i i � � iii iIi iIi iliiil � tii Ili iii iii iii i � � tit Ili Ili tli iI ► tl � tIt � � ► tii III � - il � li� Jill � � ► � I � •� -�.�. �. a IMAGE IS NOT AS CLEAR Z 2 I —--_ _--- — — 4 _ 5 6 7 8 9 10_ 1 A S THIS NOTICE, --� __— --- -- --- --- --- ---- - �.__ 1 �.� � IT IS DUE TO THE QUALITY OF THE _- - No.36 ORIGINAL DOCUMENT --- V — -- — wimm r E ET IIII I!!I IIII IIII IIII�IIII IIII IIII IIII IIII IIII IIII 1111 Illi IIII ..fill- .Illi IIII. Ills Till Mil II.! IIII Illi .Illi IIII IIIIIiIII Illi :ILII ilii IIII IIII I!ii IIII Iliflllll Illi (lIL � Illl�lil illi Illli�lll. Ll.li llll � � l � � � � - 111�11111�i11 Y i sw 68th Pk 12909 SW 681h Pkwy SEE 35MM ROLL #21 FOR.- OVERSI ED DOCUMENT CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST aup Received __---- _— — Date Requested _ / AMPM— BUP _.---_._-_ Location -------_ __ L�% Q Suite__. __- MEC _ Contact Person ---__..__—_ ,Q -e-'___- --_-- Ph (- ) �Q��33,� -_ PLM --- Cont rtnr! _ -- ---- Ph( ) _ — SWR --- ILgiN AlTenant/Owner -- _T-- ELC Foundation Access: ELC -- ------- Ftg Drain ELR Crawl Dain _ _ -- Slab Inspection Note SIT — Post&Beam Shear Anchors Ext Sheath/Shear Int Sheath/Shear _ rs — --- Framing _-� -- -0-1/- ---- - -C(:-., Insulation Drywall Nailing -- ----- _ __ Firewall Fire S rinkler ---- -- -- -- --_ __-__ _- -ire Alarm Suso eiling --- - Roof Oth - - - - SV PART FAIL - - PLUEMBING - - - Post 8 Beam — .---- ------ --____ Under Slab --- - Rough-In Water Service - - - Sanitary Sewer --- Rain Drains Catch Basin/Manhole Storm Drain - - - ------- Shower P!3n Other:_ -- Final PASS PART FAIL - _--- - -"-- --- MECHANICAL f -_—_-- — _____- . -----------__--- Post& Beam Rough-In Oea Line ------------------------- Smoke Dampers --.--. ---- Final - -- PASS PART FAIL - ELECTRICAL Servirs Rough-In UG/Slab - Low Voltage Fire Alarm Final ❑ Reinspection fee of$- requires'before next inspection. Pay at City Hall, 13125 SW Hall Blvd PASS PART FAIL SITE Please call for reinspection RE:__----- Unable to inspect- no access Fire Supply LineADA Approech/Sldewan< Date t �/.b 3 - Inspector � � r'� Ext Other: - Final DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 MST INSPECTION DIVISION Business Line: (503)639-4171 BUP Received ____ __-_-_- Date Regl,ested-_ AM ______ PM BUP _ Location -__� � �p _ _ - Suite____ _ MEC Contact Person Ph ( ) �(/� �3 -33 PLM _- -- Contractor_ Ph -_ SWR BUILDING _ Tenant/Owner __— _ _ ELC Footing ELC Foundation Access: Ftg Drain ELR _ Crawl Drain Slab Inspection Notes: SIT - Post& Beam -- -- ------------_ --v -.�——�._�. Shear Anchors Ext Sheath/Shear Int Sheath/Shear Framing - Insulation Drywall Nailing -- F rewall Fire Sprinkler - _. ---- - -- -- - - Fire Al-,:,- Susp'd Ceiling - -____ Root Other: _ Final PASS PART FAIL - PLUMBING Post& Beam Under Slab - - -- Rough-In Water Service Sanitary Sewer Rain Drains - Catch Basin/Manhole Storm Drain - - ----- - -- --- ----- ----- Shower Pan Other: Final PASS PAR r FAIL MECHANICAL Post& Beam -- Rough-In - Gas Line Smoke Dampers Final PASS PART FAIL - -- - - - -- - - _ - - --- - ---- --- -- --- - --- ELECTRICAL Service --------------- Rough-In — UG/Slab Low Voliage Fire Alarm _PASS PART FAIL Ll Reinspection tee of$ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd. SITE E] Please call for reinspection RE: Unable to inspect-no access Fire Supply Line .� az I ADA � ,,�� Approach/Sidewalk Date s �� Z.. Inen,3ctor / Ext Other- Final Final DO NOT REMOVE this Inspectlon record fr6m the job site. PASS PART FAIL j j CITY OF TIGARD ELECTRICAL ENER - RESTRICTED ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2003-00073 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 DATE ISSUED: 3/7/03 SITE ADDRESS: 12909 SW 68TH PKWY PARCEL: 2S101AF-03200 SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MILE BLOCK: LOT: JURISDICTION: T'G Proiect Description: Job##724-01-2602701 Install Low voltage for Fire Alarm, A.FIfSi. ENTIAL B.COMMERCIAL _ AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: X OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL#OF SYSTEMS: 1 Owner: Contractor: PACIFIC REALTY ASSOCIATES HONEYWELL INC 15350 SW SEQUOIA PKWY#300-WMI 15495 SW SEQUOIA PORTLAND, OR 97224 STE 100 PORTLAND, OR 97224 Phone: Phone: F-968-3398 Reg#: SM-330041 LEA LIC 150191 ELE 26-207C'EP _ FEES Required Inspections i Description Date Amount Low Voltage Inspection I I I'RMT1 lel It I'crn it 3/7/03 $75.00 Elect'I Final I AX1 8%Stak' I trx 3/7/03 $6.00 Total $81.00 This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and ,all other applicable laws All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at (503) 246-6699 Issued by L/ (� C�-,�C_ �� Permittee Signature OWNER INSTALLATION ONLY The installation is being made on property I own which is riot intended for sale, lease, or rent. OWNER'S Sr:14ATURE: DATE: CONTRAC AOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'NDATE: LICENSE NU' Call 639-4175 by 7:00 P.M. for an inspection needed the next buFiness day MAR-03-21I9' 1.': 1 H0HEt'WEL.L 503 968 3398 P.02/03 Electrical-Permi; Application -- "' patC rccctved.�; ; Perms:an.: 24a j ft �.)Ir♦' n� Tigard (,F I`_, Flujce* appLno.. Eapiredatc Addrrss: 13125 SW Hall Blvd.Tipurd.OR 97221 nrttflrrard DatCiSstled' 191': kece.iptno.; Phonc: 003) 639-4171 �-- ---- -- Fax: (503) 59$-1960 M�� t' '� �l�(I C-axe file no.: I aymentiypc: Land use approval: O I K 7 family dwelling or acccsson eConlmercial/induslrial O Mulli-family 01enant improvement O New construction O Addition/alteration/replaccmrnr Cl Otter O Partial It S111 INFORMATION. Joh address: Lw1 Bldg.ne 1.%uiic no.: I Tex map/lax IDUaccount no.: Lot Block: Subdivision: Prgjecl namr C �ti TTti p 2- Description and location of work an premises: Fsnriwird dale of complerron/mspectiow 3� ^ INTitAtItOR All"JILICATION. ,1nL no: ( Fee Mai Business name: HONEYWELL -- Tkowription Q4'• Ira.) Total na•bq Address: 15495 SW Se uoia Pkwyr l 00 'k"rrs a[rtt>ial ""Ri'or n"r"i-fasally per _ dwellinr urJL Includes attadied Fame-r. Cil),: Pt7 r t Ian d J Statc:CR I ZIP;, 97224 Srvric.r tncia", Phoue503- 68- 304 Fox: 968-33 E-mail: 1000 sq,fr.or less 4 CCI) no.: lsy l q 1 Elec,bus.lie.no: 26-2070 IFP UM" eddiiional rest de.h.ml pion Ihercuf Limited energy,reaidantitl 2 Ci /metro ic.nq,l 4 619 - Urniied encti-,non-residential 2 p Fach manufactured home or modular dwelling n Lure of tilltrvising electrician(rcquined) Dale Servim and/or fmiri _ 7 Nur rtrCi natneUtrntrl-' rtPVe �1/arehousie imme++aemn.9411.LA �rticeaorlreder>-installation, aiterafion of relocation: 200 amps of lest _ 2 Name(print):_ 201 amps to 400 a npa 2 Mailfn address - - - — 401.nips to 600 antpa R _ bot amp:to 1000 amp., 2 City: V---- Sl�le: ZIP:` �— Over 1000 amps ur volts 2 Phone: Fax: E-mail: Peconnertonly i Owner installation:The installation Is bcinr 1112dc on properly 1 own 7 rmporary atr0re or feeirta- which is not intended for We.lease,reni,ni exchange according to huutlalion,altantlon,ur nlonika: OILS 447,ASS.479,670,70). 200 amps or leas _ 2 701 amps to Opp amps 7 Owner's si nature: _ Dale: 401 to 600 an pil 2 Branch rirrr'u-ries,ahentlan, or tslraslwl per panel- Name, _ A P,e for brat eh circuits with purr We of Address: �rtvice at la(ler fu,each branch circuit 2 City -- i StaIC. ZIP: 1i Frr fen hranch etrcuits without purehaae ' of sC r.ice at feeder fee,first branch circuit: 2 1'ltonr fax: F:-ntail: m - F�ch—bunch circuit Misr.Ititnier oflerder loaf lorlWbd): U Ser Ict nvrr 221 anlps.comrrtercial U Heahh-Lwc facility CaPump or inirsuon Circle 2 ❑Service liver 320 amtu-rating of 1!2 D Haardnut location Ecti ach sln or outline lip.htinp 2 h+nAlydwellutft O Building civet 10,11100 square lett four lir b1pnal eitcullta)at a 1indim snarly panel. 2 O Svmm avct 600 VIAL.nominal mror mro dental units in one struoumt olttraiion,or esianslon' O Hulldiny aver thret stories ❑Feeders 4(Vamps of mesa •Nscn son: 0 Occupant Imus neem 49 persons G Munulacwred structures at PV pari Exrh addhionel ptapL rl{trtl over IMC allatrible in any of the abovet ❑EgreralliVhdnlpltnt U Other 1'er inapeetiouT—T— Suhtah ICU of piano with an'k lit the Ase»e. lnv�tlgnlinnlu Ttrr alrtrvr err not applicable turrroporrr)corurrwituau,rvke. Odin - -- N"rill fee...-..... ......... S .D bin all)uttdKt+ r acatpt ere ih cards,pteae Call W10irlion tum$holt IN W1 IN Notic,,i lies IK'nt it applleaiitin 1'1_n review tat — %) $ — --- lJvisa Matte tad e�pitea if a pariah IF not obtained Slntc surchat a (891+) ,...S ••d� dams rs+n nlnnlrt �t USD pf)�I�I7/1 /p�J wiu'in IIID days atter it hru�Ixen g 9b Eapne' scwpled as cnmpletr TOTAL S DO area I d[t V Iht+Vnl on credit card• -- S Ir a iwltkt nuurr Anlawu,! 4kt at l l 16AUICCIMI CITYO F T I G A R D BUILDING PERMIT PERMIT#: BUP2003-00103 DEVELOPMENT SERVICES DATF ISSUED: 3/5/03 1.1125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 SITE ADDRESS: 12909 SW 68TH PKWY PARCEL: 2S101AU 63200 SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS _ EXTEF410H WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: sf N: S: E: W: Tl PE OF USE: COM SECOND: sf _ PROJECT OPENINGS? TYPE OF CONST: 2-1 HR sf N: S: E: W: OCCUPANCY GRP: B TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAC BASEMENT: sf AREA SEP RATc,�: STOR: 117: ft GARAGE: sf OCCU SEP. RATED: nP.MT?: hl: -' '';, READ SETBACKS REQUIRED _ FLOOR . psf LEFT: ft RGHT: ft FIR SPKL-: SMOK DET: DWELLING UNITS: FRNT7 ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: 375-6, Remarks: Adding (10) horns & strobes to an existing system through out ent; building. Ownjr: Contractor: PACIFIC REALTY ASSOCIATES HONEYWELL INTERNATIONAL INC 15350 SW SEQUOIA PKWY #300-WMI PO BOX 524 PORTLAND, OR 97224 MAIL STATION MN 27-2189 Phone: MINNEAPOLIS, MN 55440-0524 Phone: 503-968-3300 Reg #: LIC 150191 FEES REQUIRED INSPECTIONS Description Date Amount Fire Alarm Insp BUILD] I'cmiit Fcc 3/5/03 $81.70 Final Inspection TAX] 8%State'I'ax 3/5/03 $6.54 FLS]FLS Pin Rv 3/5/03 $32.68 Total $120.92 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire If work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by callin 3)246-6699 r 11-800-33Z 344. Issu d By: Ns nn h Signature: Call 639-4175 by 7 p.m for an Inspection the next business day Fire Protection System ' Building Permit Application Date received: S Permit no.. .3 City of Tigard City ofTigard Address: 13125 SW Hall Blvd,Tigard,OR 97223 I'roject/appl.no.: Expire date: Phone: (503) 6394171 Date issued: dy: Receipt no Fax: (503) 598-1960 Case_file no.: Payment type: Land use approval 1&2 family:Simple Complex: TVPE OF,PERMIT U I & 2 family dwelling or accessory U Commercial/industrial J Multi-family U New construction Q Demolition U Addition/alteration/replace.mcnl U'I errant improvement ;d hire sprinkler/alarm U Oth!^r. 1 I 1 1 Job address: ;�-q t7`7 s,tri/ (c $ t`' f'ctl-K„,)ny _ __ Bldg.no.: _ Suite no.: Lot: Block: Subdivision: �--Tax map/tax lot/account no.: _ Project name: Dcs•ription and location of work on remises/special conditions: � _ Q N Q�}Cr�' c Ai i� Q QQvlrt _55� 1 Name:POIC, 41.!S Mailing address: UI A P i Ss&Ak a 0 1 &2 family dweUhg: City: �'r GlN State02 ZIP: 97a Valuetionofwork........................................ Phone:492 - 30p Fax. E-mail: No.of bedrooms/baths................................. Owner's representative:le ck*rd ,r% qr tie Total number of floors................................. Phone:0)-62�67a� Fax: E-mail: New dwelling area(sq.ft.) .......................... Garage/carport area(sq.ft.)......................... Name. Covered porch area(sq.ft.) ......................... _ Mailing address: ej 5 SVII,S� t,ek (,,,,--tom 0'U Deck area(sq. ft.) .. City: sir iLAA1 titatc:p/t "LIP: 7 2� Hher structure area(sq ft.)......................... Phone: 6 Fax:9b 3��j'� Ii-mail:JraD Nvr ,r� ,,{, �C,rommercial/industrial/multi-family: Yaruattonof work........................................ $ a I'.xisling bldg. area(sq.ff.) Husincss pante: lION1:YWELL INTCRNATIUNAL J, C. """"""""""""" Address: 15495 SAN Sequoia P w 100 New bldg.area(sq.ft.)................................ -- ' Number of stories City: State: 21P: 97224 Phone: 3-968-3 Fax: 968-3398 E-mail: TYPE of construction................................. Occupancy f rouh(sl Existing: J 7 Sb-0 j CCB no.: 150191 _ New: City/metro lic.no.: 4619 Notice:All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board under Name: provisions of ORS 701 and may be required to be licensed in the Address: jurisdiction where work is being performed.if the applicant is Cit : — State: zlp: exempt from licensing,the following reason applies: Contact person: I Plan no.: — -—---- Phone: Fax: - TC-mail: — — 10 Name: _Contactperson: Fees due upon application ........................... $ Address: Date teceived: City: State: 21P: Amount received ....................................... $ —_ Phone: _ Fax: E-mail: Please refer to fee schedule. I hereby certify I have toad acrd examined this application and the Na all jrriedkUar acw r"i carte,Pere as jrisis"ar for mac idamrlan. attached checklist. All provisions of laws and ordinances governing this Ovisa &MasterCard work will be com lied with, whether s cifi d herein or not. cmdir card numbs 5 Y06 '1b 90 DO0 3 17851 P Y lJ3 MEe.yo AisrE4! -4 . res Aulh sized signature: Date: _ Name d ca r ere er s Print name: �7 - A;dY�kl '�r'`a _ der eianetre Amaral Notice:This permit application expires if a permit is not obtained within 190 days after it has been accepted as complete. 40.013(690com) r DELTZP.O. BOX 4010 • TUALATIN, OR 97062-4010 14795 S.W. 72ND • PORTLAND, OR 97224-7952 FIRE INC. 503/620-4020B#FAX 7O 3/620-1058 << r'r TIGARD OFFICE DATA SUBMITTAL FOR FIRE PROTECTION SYSTEM DELTA FIRE, INC NATHAN CAMERON FEBRUARY 9, 2001 00-0760 FIRE PROTECTION CONTRACTORS Schedulewl0a/Schedulem408 Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get UL listed and Fri approved product.Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10(1 "-8") pipe and Sch-40(1"-'_"/,") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe . Sch4O Specifications Schedule-10/Schedule-40 product Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Uft WtA lit Wt/uft can be "hot-dip" galvanized to NPS I.D. H2O Filled Uft 21' 24' 25' meet FM requirements for dry x 1" 1.049 1.680 2.05 70 2470 2822 2940 systems in accordance with the *25 36.6 2.5 3.05 70 1120 1280 1334 zinc coating specifications of x 11/4" 1.380 2.270 2.93 51 2431 2778 2894 ASTM A-123. *32 35.1 4.36 4.36 51 1103 1260 1313 x 11/2" 1.610 2.720 3.61 44 2513 2872 2992 +40 40.9 4.0 5.37 44 1140 1303 1357 Superjoe Coating x 2" 2.067 3.650 5.13 30 2300 2628 2738 *50 52.5 5.4 7.63 30 1043 t192 1242 Our advanced formula mill coating x 21/2" 2,469 5.790 7.86 19 2310 2640 2750 offers a clean, durable surface. It is *65 62.7 8.6 11.73 19 1048 1197 1247 also paint-ready for custom color applications without special preparation. Sch-10 SpecificpAioos Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Uft Wt/Uft Wt/Uft AmOcan Made NPS I.D. H2O Filled Uft 21' 24' 25' ivieets "Buv American" requirement x 1" 1.097 1.400 1.81 91 2675 3053 3185 *25 27.9 2.1 2.70 91 1213 1385 1445_ and is available through distributors in the USA, Canada and Mexico. x 11/"" i.a42 1.810 2.52 61 2319 2664 2760 *32 36.6 2.7 3.75 61 1052 1208_1252 _ x 1'/2" 1.682 2.080 3.04 61 2664 3045 3172 *40 42.7 3.1 4.52 61 1208 1381 1439 x 2" 9.157 2.640 4.22 37 2051 2344 2442 Schedule•10/Schedule-40 pipE are in *50 54.8 3.9 6.28 37 930 1063 1108 compliance with the following: x 21/2" 2.635 3.530 5.89 30 2224 2542 2648 ASTI I A-135, and NFPA 13. *65 66.9 5.3 8.77 30 1009 1153 1201 Both pipe products have a working pressure x 3" 3.260 4.330 7.94 19 1728 1975 2057 rating of 300 psi maximum and also •30 82.8 6.4 11.82 19 784 896 933 meet the stringent requirement for the x 4" 4.260 5.610 11.78 19 2238 2558 2665 following tests: +90 108.2 8.3 17.53 19 1015 1160 1209 It 5" 5.295 7.77 17.33 10 1632 1865 1943 • Welded Outlets *12-- t34.F 11.56 25.80 10 740 846 881 • Hydrostatic Pressure x 6" - 357 9,290 23.03 10 1951 2230 2322 • Side Wall Rupture *150 161.5 13.8 34.27 10 885 1012 1053 • Vibration Test it 8" 8.249 16.490 40.15 7 2424 2770 2885 .200 209.5 24.5 59.75 7 1100 1256 1309 unw •Wavad wu• allied 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: TUBE S CONUUlt Harvey, IL 60426 Philadelphia, PA 19154 "hoenix. AZ 85009 1-800-882-5543 Fax 708.339.1806 S4-17 DynamFlowe High Strength Steel Pipe The original high-strength lightwall sprinkler pipe with hydraulics superior to Schedule-10. D%n4 Flow pipe i,the "original" Specifications hi,_h-strength lk htw•all sprinkler pipe. Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Uft Dyna-Flow has outstanding hydraulic NPS I.D. H2O Filled Lift 21' 24' 25' _ capabilities and is recognized as the x 1" 1.191 0.830 1.31 91 1586 1812 1888 most popular alternative to Schedule-10 *25 30.3 1.2 1.95 91 719 822 856 pipe. Lightweight, easy to cut and easy x 1'/r„ 1.536 1,059 1.87 61 1356 1550 1615 to handle for installation. Dyna-Flow *32 39.0 1.6 2.78 61 615 703 733 is a valuable addition to any fire x Viz" 1.728 1.667 2.71 61 2135 2440 2542 protection system. *40 43.9 2.5 4.03 61 968 1107 1153 x 2" 2.203 2.104 3.79 37 1E:a 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 x 2%" 2.703 2.564 5.10 30 1615 1845 1923 *65 68.7 3.8 7.59 30 733 837 872 x 3" 3.314 3.387 7.18 19 1351 1544 1608 With an inside diameter of up to 1 I`( *80 84,2 5.0 10.69 19 613 700 729 larger than Schedule-40 and up to 71 x 4" 4,310 4,473 10.86 19 1784 2039 2124 larger than Schedule-10. Dyna-Flow *90 109.5 6.7 16.16 19 809 925 963 pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related Spe3fYcations& Approvals Additional Benefits components. to be down-sized within the system, thus increasing the potential Dvna-Flow/Super Flo pipe is • Lightweight and easy to install. for job cost savings. For complete manufactured to meet ASTM resulting in more efficient use of Hazen-Williams charts. refer to A-795 Type E. Grade A and is in your freight and labor dollars. "Dvna-Flow Hvdraulic Data Tables." compliance with NFPA 13 and NFPA-14. All sizes of'I)ynu • Provides stability needed to Flow/Super Flo are UL, Listed, FM comply with standard hanger Approved and ULC Listed. spacing 1 I s ft O.C.► per NFPA. Coatings & Fabrication © USC -}�► •Available in Standard lengths D) na-Flow products are coated with urea for your convenience, or can be an environmentally approved and Approved Listed ordered in custom lengths specially formulated modified-acrylic or Dyna-Flow/Super Flo is UL/ULC upon approval. water-based coating, This durable coating Listed for use with roll grooved. is paintable.The black coating acts as plain-end couplings, and welded • Fast cuttirg and welding, as well an excellent primer and is resistant to joints for wet, dry, preaction and as easy roll grooving and end weathering and UX degradation from deluge systems. It is Flit Approved preparation. outdoor storage. for roll grooved. plain-end. and welded joints fir wet systems. • Available in Factory roll grooved Metallurgical properties provide excellent Refer to appropriate documentation form for quicker shop turnaround. fabrication characteristics for end prep for up-to-date listing and approval finishes, welding and roll grooving. Noinformation. Dyna- ow/Super Flo *Clean. durable mill coating special process equipment are neededed -now/Super now available "hut-dip"g+tivanized provides longer"shelf life" and for fabrication and installation' and has been specifically approved acts as an excellent primer for by FM for dry systems uses. custom paint applications. ne alliecJ 'Us 161005. Lathrop 11350 Norcorn Rd. 2525 N. 27th Ave. Cuatorr.^•Service: M..».,.....ro,.�_ Harvey, It 60426 Philadelphia, PA 19154 Phoenix,A2 85009 1.800-882-. 543 Fax 708-339 t80(: S2-4 PH Printed In USA i IP IBM,SM,0199e SUBMITTAL Victaulic® ictal lia, Style 75 Coupling PRODUCT DESCRIPTION - Style 75 is available where mod- PSI (3450 kPa) depending on size.: '', erate pressures are expected or Housiogs are cast in two identical weight considerations are a factor. pieces in all sizes. Hot-dip galva- Up to 50no lighter in weight than the nized and special coatings are avail- Style 77, the Style 75 coupling is able for all sizes. / recommended for service up to 500 MATERIAL SPECIFICATIONS Housing:Ductile iron conforming to ASTM VOL A-536 or malleable iron conforming to bra•;• r ASTh1 A-47 FM Housing Coating: Orange enamel ,�'°",•,,, , ❑Optional: Hot dipped galvanized and others. Gasket:(specify choice') ❑Grade EPDM EPDM(Green color code).Temperature range—301F to+2301F(-34'C to+110'C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids,oil-free air and many chemical services.NOT RECOMMENDED FOR PETROLEUM SERVICES. 0 Grade r'T'Nitrile Nitrile(Orange color code).Temperature range—201F to+180'F(-29'C to+82"C). Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range: except hot,dry air over+140'F(+60"C) and water over +1501F(+66'C). NOT RECOMMENDED FOR HOT WATER SERVICES. / 'Services listed are General Service Rec- ommendations only. should noted that there are services forr which these gaskets � are not recommended. Reference should always be made to the latest Victaulic Gas- ket Selection Guide for specific gasket ser- vice recommendations and for a listing of services which are not recommended. Bolts/Nuts:Heat treated carbon steel, trackhead conforming to physical proper- ties of ASTM A-183 minimum tensile 110,000 PSI. O Optional:Zinc plated to ASTM B-633. Thi,prrxtuct Shall he manutacturm'by V"aullc Company.All pm acts to be installed In arxcrdance*dh unanl Vrtautr antaltetkxVaaaAmbty invtn r,•tkwha VNnulr nMMVW the rf0nt to Change prodUet aprlelkntbrn,daaprn and standard eqt Mount wlthaA notra aM wdt"a irunkq nbl.garrcr's J /OR OWNER CONTRACTOR ENGINEER Spec. Sect vara System No. _ SUbmitted by _._ Approved Location Date Date VICTAUL.IC COMPANY OF AMERICA•P.O.Box 31 •Easton.PA 10044-0031 •215/559-3300•FAX:215/250 8817 V"75 '.MH 111 a coprnoht tarot.Vlctau9e company of Amens Pdntad In ll o A e pepeUered Trertemar4 of Vrwaulr.ron"ry of Am rlri DIMENSIONS Deflect.Fr. Dimensions PIPs Max. Max. Allow. DL f ®# Inc hes/mlliime*9 Actual Work End Pipe Bolt/Nut WgL Nom. I_ 1 Size Pres. Load End t Per Pipe No.-Size Each acf'- Size Inches PSI* Lbs.* Sep.In. CP19• InJFt. Incise Lbs. Inches mm kpa N mm Deg, mrtvm mm X Y Z kg i 1,900 500 1 1,420 0-0.13 0.79 3.13 4,50 1.75 1.5 48,3 3450 6320 0.3.2 3'-46 66 2-?'e X 2 79 114 44 0,6 7 2.375 500 2,215 0-0.13 0.63 3.38 5.13 1.75 1.6 60,3 3450 9860 0-3,2 3'.1 52 2-36 X 2 86 130 44 0,7 211 2.875 500 3,245 0-0.1.3 2°2y. 0.52 2 3b X 2 3.75 5.13 1.75 2.0 73,0 3450 14440 0-3,2 43 95 146 44 0,9 3 U.O. 3.000 500 3,535 0-0.13 0.50 3.88 5.88 1.75 3.6 76.1 3450 15720 0-32 2'23 42 2 1e X 2 96 149 44 1,6 3.500 5C0 4,800 0-0.130.43 4.50 6.75 1.75 2.5 1 88.9 3450 21360 0-3.2 2'-3' 36 2-1/z X 2y+ 114 171 44 1,6 31/ir 4.000 500 -6-300 -00-13 0.38 5.00 8.00 2.00 2.9 101,6 3450 28035 0-3,2 1'-48 32 2-'/2 X 2?4 127 203 51 1,3 I 4 " 4.500 500 7,950 0-0.25 0.67 5.88 8.00 ^00 3.5 _ 114.3 3450 35380 0-6,4 3 "11 56 2 'fr X 23+ 149 203 X51 1,6 Y i 41/+0.D 4.250 450 6,380 0-0.250.70 5.43 7.38 2.00 3.7 108.0 3100 28395 0-6.4 W-22' 59 2- 12 X 70,0 138 188 51 1,7 4 i 5.000 450 8,820 0-0.25 0.60 y , 6.25 9.38 2.00 5.5 127,0 3100 39250 0-6.4 2'-52 So 2- .e X 31/4 159 238 51 2,5 f 5.563 450 10,935 0.0.25 0 54 6 88 10.25 2.00 5.5 5 141,3 3100 48660 0-6,4 2'-35 45 2-?4 X 31/4 175 257 51 2,5 K 5114 O.D. 5.250 450 9.735 0-0.25057 644 8.80 2.00 6.0 T, 133,0 3100 43325 0.6,4 21"43 48 2 - 16 X 82,5 164 224 51 2,7 \ 5'i O D 5.500 450 10,665 0-025 0.55 2 669 10.94 2.00 6.3 139.7 3100 47460 0-6,4 2"-37• 45 6 X 3,. 170 278 51 2.9 6 onn 450 12,735 0-0.2:, O.SU 725 10.44 2.00 6.2 s O D.N 152.4 3100 566,0 0.1.4 2°-23' ,12 2-Is X 314 104 265 51 2.9 2 .4.625 50 5.526 668.3 3100 690855 0-6.41 6 a5 2'-10 0385 2-5e X 31/+ 8.03 12790 2 1 6 0 6'/+O.D. 6.250 450 13.800 0.0.25 0.48 7.50 10.00 2.00 6.8 159.0 3100 61405 0-6,4 2"'18 40 2- 16 X 82,5 191 254 51 3.0 6.500 450 14,940 0.0 250,46 2 , 7,75 11.00 2.00 72 61/2 O.D 15,1 3100 66435 0.6,4 2''12 38 �6 X 3/i 197 279 51 3.3 8.000 450 22,635 0-0.25 0.37 9.50 13 25 2.38 12.6 8 O.D.N 1'-47' 2-3'+X 41,i 241 737 60 5.7 _ 3100 100725 0 6,4 31 8 21925 3100 450 26 280 -0.25 1 40 0295 2-y+X 41/4 10 25 14.00 2.38 12.4 __ 260 356 60 5.6 10 O D a 10.00 350 27,500 0 0.251.26 0.30 2-,�X 51� 12.18 15.50 2.50 2012� 8 254,0 400 IM75 0.6,4 25 309 394 64 12 O.D# 12 000 350 ;9.500 0.0.25 1 -11 0.2.5 2 r�X 51� � 14 18 17.44 2.503011.8 4r= 175%75 0 6.4 21 50 445 64 't Raler to Notes below a Number of bolts equals number of housing segments s Shle 74 Couplings It Metric thread Sita bolts 10-:fed)are avadebla 1colof coded gold)for all coupling sizes upon request Coi wt Vlctaulic for dataGs NOTES The following notes are nopirrahle,ex-opt where noted,for Victaulk;products when Maximum End Lost,Wo,kmg Pressure,Allowable Pipe End Separation and Deflec tion from Centerline data are listed. Working Pressure and End Load are total,from all internal ar,d extemal loads.based cn standard weight steel pipe,standard oil or cut grooved in accordance with Victaulir sppCdicalion9 Contact Viclaulle for performance on other pipe. WARNING FOR ONE TIME FIELD TEST ON'Y.the maximum joint working pressure may he increased to 1'S times the figures stxwn t Allowable Pipe End Separation and Deffection figures Shnw the maximum nominal range of movement avadpble it onrh pint for standard cut grooved pipe.Figures for Stand..irr1 ginoved pips will ha one-half of thew values WARNING:Piping systems mutt always be d epressurftsd and dminad before attempting dleassem"and removN of any VkHaullc piping products. 2 . . • M1 • . r '. i ' A MEL i cta u l i C Series 705W An iso 30011 certdiedcomoamv FireLoekT11 Butterfly Valve With Weatherproof Actuator For 300 PSI Service PRODUCT DESCRIrT10N 1"e S?r:es "':5'., .._- - 31"_ - ;. ,,._.,p, • :CC=S' hive:eatu:es 3 .._ :! COC ..:: 4e:.:Ce �C V @!• siCe:3^ :es' «�^._ " 317:•:atCrins ., :5:. 3ti• ,.? :]r :�...an o?yr�uyS .� JCe - ^?„ :ndCOr ;[ ....Jnr s° ...:as 3 C3:. ,^. ._ - 3^ •ri �.C" _:a, :on:J V:CtatilIC..:?_..a:<3C:.. =n=1=111 3nya. Starea,-- area°de porctec .c.. . ?s Wr See se^arate d:9'•v: is .cacJa•.vt:.. J ea+.__-:_ 'atherproof Actuator -" J�Ce:. .3; _../.. -BS:C[ a s 9:. paiypner,7te.^.e 3::.CCe c,°.^.v:J mss:Je C:@ar;V - meet=,d. _ vawes are 3vaaule 21.12• 12 =n e�• -�..s s1" (70.0 32? mpre-:v1:ed :rce!s :ontac 'i:z:a..:� " 2':-6-Stzea he ne:v xat.n; . tplwT adca:cnai:nicr^c_. .. ..• :or the Rh ec:uor• :r ; :1191 tipped valves C; USC Far P,re prctec--.=ser-::yes. Supply-side Tap e 12" Sizes FM Series 705W valve:s _steel Ser-es'05'N naives are avau• DIMENS1014S - —� i C _. N, Series 705W Series 705W pith Tdp SIZE _ Dimensions-Inchesilm mm.iers — Aprx• Nominal in. E to E Hgt. W t.Ea. >ct Uai mm A B C ^ E F d H J K 1 0 M N P LbsJkq 3 30 I t SIC -- �7 02 ] ?% F 3 9 d0 I , 50 3 J2 .. ; 3; . .2 3 - 1 '018 2.14 4 2 1 3.,8 3.J 517 I 097 �3t :� . -5 _ rc )dc 1 11 da" d9 12.71 5 C9 J C" 3 J• 405 1 5 15 1 3 59 i 0.97 12 79 5J 2 d0 ; -3 = 5 _? •ter„ 5 3d _3c ? 1C ?)9 I 5.45 3:3 J.97 3 42 --ti - - C - Tm ° - �' d 6 _. _ 3_ 0.97 I 3 36 _ I I 3 J o' I d :6 003C ?CS I 0 97 13 96 __ 25 :C _F 1i - •- :3 159 ?1 1 _ 3.9 _ C 2`05 1206 ;__ I 3 -•, .• . :,o av.c:awic :_'Mann v"r3c] — _.1:i: i. _^mmRntllO ^11.:M as•:S.v ea••11a-ad .� .'a�.. itr�T :g .. , .�!=•TI:CM' ^r_..t-a :0...;.OIoZ! ". !taU.0 0C .. wi'Mem u•an :It:-,.it tT::.1r•v :7'•111 '13.an 3 Crn••.. .-Tv:"a..rd;i valva t0tiv ••9_. I—% UT�NTglaa•^.r •H.,un pca"'/-^ .__ -- Jrnv let cdrniclu._�..,a rd^a ain•.1"Q I-psi:r jrc:.r:-1 .Hit •UC A C100 d..•S IrT :11 *0\11"!1 w.co 3Or 31 EJstcn P4'30J.i•,,031 a :u)' Kessiersvine Ad.,Easton 04'8040 a 510!!54.3"0 a-•1X 310,2!0-8817 a .www nctaunc.ZOM .:Rd^wv M .�T011t?•M•'�r!!•.V• '• - :.Cvna1"• "f�'t:d. .....1.' .' j- MATERIAL SPECIFICATIONS Body:Duca:;e.•cr. .c _21C'r -34°C:o-110°C) -cc-t 80°F -82°C)potan;e Tap Plug:'_-arbon s[eei.piatec. '. =.� .4M •535 ccatec^r, -. J Recommended:or cold and water serrce.NOT RECONf 17-- - _ - -c::vaze:zerrce mthin:he MENZED?OR?ETRCL_:U%4 j Hrackec: :arhun s:?s1 pa:r tea Disc: _ . .... ; scecu9ed Temperarxe range SERVICES Actuator: -e scads. y 2'.12 6" (73.0 168.3 mm): -; Stem Bearings:'ef'.cr .rr.�reg Disc Coating :1:•7:ee a:: ,r:Z-3n',',::era 3:onzp_::a11sang sn a sten: a Grade 'E' EPUM -a s?::.: ,.. -:ass..-ea X. =ated..,berg c , ;tel':?SS .?ac sc:?Y/. :n d steel cac:cn ac=_. v:.n �.:15; C1SF D 8 12" (219.1 -323.9 tarn): arc Stem Bearing nuts:Garcon Steel•.vcr- 3r.a :as:son ;qac- Ste?:.nlCKe,p a:ac ;ear .n 3 :3s::: n.c.a:ng PERF70RMANCE _e :na - `Sc?`' Cool, Values Formulas :o:C., Values: va,ues`cr low of water at ��_ Where: 'i:c:au,ic Sacs-C..c.0,.� ... *60'T;-16"V with a fully open �I = :.e t:eet.ureters A valve are shown:n the:able = ^-_Flow GPNI) +:,-.: pipe below Q C y..< �P AP=Pressure Drop PSI) = ., For ac;d:aoral details contact =Flow Coei'ic:ert SIZE SIZE Vical:nC. Nom. Egwv Nom. Equiv. in. Feet/-' In. Fselim 1 actual of a+e•sa Tin Pipe mm Pipe SIZE SIZE SIZE 5 3 Nominal Inches C,, Nominal Inches C., I I Nor incl Inches Cv IIt65 Actual mm (Full Open) I actual mm (Full Cpen) actual mm (Full open) 139 7 mm 1150 ?ICJ 3 I ( :t -_ ' Inrr i 325 1150 i - 'C -2482 1 165.1 mm � 1850 I 33CC 5CC 6 1850 1 SWITCY AiM WIRING Supervisory Switch :, o :pe:3[e::vc n..mo Actuator Repair .0 2': 12" i13.0 323.9 mint '" :rice:Cev:r.,es at cepa- NC^cN Sol- Sizes: SenQs 705W PW - :ate.Ccalions;ucr. as 311. :oNowr :`e'1rl:.iPly?ver,:;i in aciaa- s:dicating 3gnt and an _,,," 'auu:e. :ompiete ac:aat.cn it y:e c.N .a nrc.v C:e .h — _ :eCIaCRrhen's r�qutred. need 3W:•: .., audible alarm:n the area at:he naive mstailation. a,.eoNNac*cb .RErLaCE:dE:i""PAr?'S S:vitones are rated :CA S :25 of ?.LUST 9E OBT.aiI IES FRCM ',*AC-5C Hz ard':ZEA 3 250 Switcn,,el S1 �—� •r .TU BE OBAC.. R R"c ._.. y "E .TC Switch e2 S.. �Mvu1� ;SSI.RE??.CPE= :;ormailt Closea ;2)Blue •• :r=Pr._:CN Supervisory Slw;tch 5: .cimallv Cpen '2)3t,,vnCF"1-.r.',A::i-E '2)Yeac:v Wiring •+ r e•vt:?a 3.vltcnes ?lue'.Vlth Stripe F; ---— 1 S.v:: nes Sueerr:tse Jpen ;^ ;Icrmaly Open y 3rown With Stripe -,,.e i'::::C'.^.a5 .ammorr NOTT: ;annec n o C>rnman 'err nela a or :eilow wt:h Stype a ..I".V •!. S 'df^.,:.^.3t verWw it ma low -rtn ;range i:r ae .'.nu.Br.eiucervi' 13)Agrourc:sec. 414MrN;s i21and tlormaiv.:.;sea•erm.malel3ueSI 111:3 .9•?4 t:3 cr7v:ded green) !no Blue+vrm,`.range stnae 321 #g n01- 7:"3::B'_'.V' •7•"_^aa iafor fir"and Alvfm itays ]m,1110.arve I 'vuv menea. :ham naltatar QN Ina.Harm r:.....n .a3 ane Y..-Nl.v 30cu1 .::?',:e' •4:^'.'.81 ..^,.S :aa^1f Jr.^.!a.vrhe 1 q grown Ana e'cwn van Change Shoe ;rc,;1._' r U1^.d"AnuIAClUIQO ov v1CAW1C».:maanV All craoucts Small Ce ntlall/C n IC.'olaanf9 vrlh,;Wr11nt'nr.:AuOC n4a11allonrassem'a1v nslluCfloM C 7..C eslrW!'ne nQmf'o C'anQe croauc:ioeC.11cahonsJ"Igms and vanaaro MOulomenf MIllaul nalce dna Mltmout 1C'n1nQ achnatrams IC '9 . 7 SUBMITTAL i cta U i co ViIctaulic, Series 714/715 Vic-Check,R' II PRODUCT DESCRIPTION Check Valve Sen-, 714/715 Vic-Check" ❑ check single check and anti-wa!'er hammer) for valves feature a lightweight non-slamn•,-ng, fire protection services to 250 psi. dual disc design. Available in 4-inch The Series 715 check valve is available through 8-inch(100-200 mm)sizes.Valves v ith ether Grade "E'•or C.'rade "T"seats 4' are factory tested to 500 psi. Special seat and i� rated to 500 psi. This general ser- design provides leak-tree sealing under vice v,ilve is recommended fur mining. oil- corditions as tow as five feet of head.Seats field, building heating/cooling, industrial are integrally bonded to the discs. The proce is and other similar services. discs are replaceable. Vic-Chock If check Sini:e all check valves are sensitive to _ valves may be installed vertically or turbt Dance, it is prudent to install the Vic- horizontally. i taulic Serres 714 and 715 Check Valves a Series 714 with EPOM(Grade "E")seat minimum of five pipe diameters is UL. ULC listed and FM approved ,both downr;tream from any point of turbulence. MATERIALS SPECIFICATIONS Body: Ductile.ron conforming to ASTM A-536. IGrace "E" EPDM ULC Grade 65-45.12. Temper atcre range -30OF to 4-230OF(- 340C to Coating: Zinc Electroplating, !o ASTM 8433 +1106C Recommended for h,)t wafer service «».—a within it a specified temperature range.plus oil- Discs: Type 31 Stainless Steel free air. NOT RECOMMENDED FOR Spring: Type 316 Stainless Steei HYDRO:ARBCN SERVICES Shaft Plugs: SAE Hex Socket type zinc plated Graido "T" Nitrile Tempera ure range -20OF to +18C"F(-290C'� Spacers: Nylon +820C) �3ecommended for petroleum products, Eye Bolt:8"and larger only,carbon steel plated hydrocar)ons,air with o-1 vapors:vegetable and A-0 to ASTM6.633 mineral )its within the specified ,emperature range:except hot,dry air over +14onF(+60cC).Drain Plug: Carbon Steel zinc plated to ASTM NOT RF(OMME14DED FOR HOT WATER SER- 8.633 - 'iz" NPTVICES A30VE +1500F (+66nC) Shaft: Type 316 Stainless Steel 'Servicer,listed are r'eneral Service Recommen- .- Disc Seat and"O"Ring Seats:(Specify choice dwio is(rny It should be noted !hat there are `tom —seat grade is identified on outside of housing)' ser`iceq 'or which these gaskets are not recom- _ ''0" Ring material matches disc seat material mended. Reference should always he made to the latest Victaulic Casket Selection guide for specific gasket service i%commendations and for a listing cf services whici,are not recommended. i a C � r -t This product shall be manufactured by vicauiic Company of Amenca for the lob listed below All products to be installed in accordance Neth current Victaulic invallahon/assembiy instructions Victaulic reserves the right to change oroduet specifications. designs and standard eguioment without notice and mthout incurring obligations. JOB/OWNER CONTRACTOR ENGINEER . _..- System No - _ Submitted 9v Spec. SectPara.__—_�-_- _ Approved _ -- — Location Date -___- _ Date VICTAULIC COMPANY OF AMERICA • P.O. Box 31 • Easton. PA 18044.0031 • 215/252.6400 • FAX: 215/250-8817 or 215/252-9842 10MH 5190 `/S-714/715 (_00Yr'ght 1989 Virtauiic Company of Amenra rlrintod in it S A • q iRliGiered >fademark of /infaulir ,..imOiry 1 BUILDING PERMIT CITY OF TIGARD PERMIT#: BUP20Cti-00367 DEVELOPMENT SERVICES DATE ISSUED: 12/7/00 13125 SW Hall Blvd.,Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S101AD-03200 SITE ADDRESS: 12909 SW 68TH PK'NY SUBDIVISION: TIGARD OFFICL �,uILDING ZONING: MUE BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: NEW FIRST: 21,969 sf N: S: E: W: TYPE OF USE: COM SECOND: 21,969 sf PROJECT OPENINGS? TYPE OF CONST: 2-1HR : 43,938 sf N: S: E: _ W: OCCUPANCY GRP: B TOTAL AREA:37,876.00 sf ROOF CONST: A FIRE F ET? OCCUPANCY LOAD: 875 BASEMENT: sf AREA SEP. RATED: STOR: 4 HT: 52. ft GARAGE: sf OCCU SEP. RATED: BSMT?: N MEZZ?: N _REQD SETBACKS REQUIRED FLOOR LOAD: 60 psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET:Y DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR: Y PARKING: VALUE: $ 3,897,802 00 Remarks: 4 story Office Complex Owner: Contractor: PACIFIC REALTY ASSOCIATION BAU(-,H CONSTRUCTION OREGON INC PO BOX 14135 SEA-fTl_E, WA 98114-0135 Phone: Phone: 641-2500 Reg #: LSC 000628 _ FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Mechanical Permit Require Insulation Insp PLCK CTR 8/31/00 $' C142.78 27200000000 Electrical Permit Required Shear Wall Insp Sprinkier Permit Required Gyp Board Insp FIRE CTR 8/31/00 $4,0120.17 27200000000 Plumbing Permit Required Susp Ceiing Insp 5PC. CTR 12/7100 $1,103.36 27200000000 Foot/Found Insp Reinforced concrete final r PRMT C rR 12/7100 $13,792.00 27200000000 Reinf Steel Insp Bolts in concrete final r.:po Reinf Steel Insp Structural welding final rep (additional fees not listed here) Slab Insp High strength bolts final re Tilt-up Pnl Insp Structural masonry final re Total $44,671.88Framinrulns� Structural observ. final repl This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work w.11 be done in accordance with approved plans. This permit will expire if work is not started within 11?5 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987 You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987. Pe rm it ee Signature: — Issued dy: �a .C��_ Call 639-4175 by 7 p.m. for an inspection the next business day CITY OF TIGARD Commercial Building Permit Application pl- 3125 SW HALL BLVD. New Construction and Additions Recd By TIGARD, OR 97223 Data RecdDate to P.E. (503) 639-4171 Date to DST -S-U Print or Type i Permit# Incomplete or illegible applications will not be accepted Related SWR* CiAed _ Name of Develupment/Proiect Job T14MZb Or-RCE 8011 -T)ING Existing Building ❑ New Building�f Address Street Address Suite ^-��J g .SvJ 6 TI4 "-'4y Building I 'T l Q I Bldg# I City/State Zip Data __ _ Existing Use of Building or Property: I Name Property I FAcAk C Q FA L7`( kS 5OC LP Owner Mailing Address _ Suite Proposed Use of Building or Prod erty: l'�350SvJ5E tR ,QkOSv'TE 3cc, C>+f=-t=t CE BUL L-v tAJG .SN-c LL. Cdy/State '_ip Phone -- �T-�►rJ1j L)A0,4,.J No, Of Stories: Name Occupant t>�I Sq. Ft. Of Project: Name 1,6 Occupancy Cla!,s(es) Contractor FA-43,Ll Cdr�S`ta �r IION 04EGDIJ r f 4j(- Prior GPrior to permit Maihng Address Suite Type(s) of Construction issuance,a copy of all licenses v �ox �6 � -T`(P f_ � r of _ are required if City/State Zip Phone Will this project have a Fire Suppre 3sion System? expired in C OT 70 � O Q u - 503 &41-L Yes - No ❑ database c Oreyon Const Cont ! T`Board Lic.-1 Exp.Date -- Americans with Disabilities Act(ADA) Valuation X 25% = $ _Participation �Z6�� 3(l?�OZ- Complete Accessibility Form Name —--- - LAS I3 rnF r�{s5ot C>kT�„5 Project $ Architect Valuation -T�c/,•� Mailing Address - Suite 31 Zt 3131 E Wvr'T AvE -7f Plans Required: See Matrix for number of sets to submit aty/siate— zip-�- Phone on back mut �IIV t T1 kL LY) � EA'r►tc w� is1ZI •Z8L•PISIZ _ � Engineer Name 9 I hereby acknowledge that I have read this application,that the information CA-#-Y koPC Z Yti,s l (yhM f'J?' givens correct,that I am the owner or authorized agent of the owner, and Mailing Address Suite that plans submitted are in compli4nce with Oregon State Laws 155 Iogm kvervi,+f dl6 5vI m Z ZvS. nature of On wer/Agent Date CityrState -- 7 Phone — �t�� Ri•M•TY ASsec. L-P _ r VA 96 00+ 5 7Co-ntact Perso ame Phone Indic:. _ .ypo of work Ncw A[ Addition O Demolition O GNkRd 3 Kit -01 N15 `743 �o-L '}' �� a,-cessory Structure O Foundation Only O Alteration O Repair o Other 0 FOR OFFICE USE ONLY _ Description of work: /VCW 4.5,"X OG.-fCE Ovr 5ife-L c, L9/,%G Mar l��/ f}l, -C3.z1�C> Land Use ODo! j Notes Parks: Estimated#of Employees � �►or,t,a►..nt_ F'f�►re.oc��c. = 2�5 Sr7k�..�-5 TIF i1f the above figure is not supplied at the time of application,tho city will calculate the fee based upon the number of parking spaces. 57V-PNote: Elte Work Permit Application must precede or accompany Building 157V- Permit ermit Application IIIc rwcomnew doc 5110199 � � Z ( � / ��•�6 Oct �� n 'i �;CC� Z Y .- SEE 35MM ROLL # 21 FOR OVERSIZED DOCUMENT CITY OF TIGARD ELECTRICAL PERMIT- RESTRICTED ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2061-00116 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 DATE ISSUED: 4/18/01 SITE ADDRESS: 12909 SW 68TH PKWY PARCEL: 2S101AD-03200 SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: JURISDICTION: TIG Proiect Description: Installation of limited energy for HVAC for entire building. A._RESIDENTIAL B.COMMERCIAL AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANUSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDGOR LANDSC LITE: OTHER: HVAC: X PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: _ TOTAL#OF SYSTEMS: Owner: Contractor: PACIFIC REALTY ASSOCIATION PROTEMP ASSOCIATES INC 807 NE COUCH PORTLAND, OR 97232 Phone: Phone: 233-6911 Reg #: ELE 26-816CLE LIC 38868 FEES Required Inspections Type By Date Amount _ Receipt _ Low Voltage Inspection PRMT CTR 4/18/01 $75.00 2720010000 Elect'I Final 5PCr GTR 4/18/01 $6.00 2720010000 Total $81.00 This Permit is issued subject to he regulations contained in the Tinard Municipal C- e, State of OR Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more thaii 180 days ATTENTION Oregon law requires you to fo low rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 9j2-00j,,0010-ttU0ugh OA 952-001-0080 You may obtain copies of these rules or dire.;t questions to OU'JC at (503) 246-1 87. / /'(j �/I Issue by / (—(-(�( Permittee Signature `��— OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: DATE: �CONTPACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N DATE: LICENSE N O: � — --------- --------- --� Call 639-4175 by 7:00 P.M. for an Inspection needed the next business day Received: 4/18/01 8:09; 803 590 1900 -> PROTEMP ASSOCIATES; Page 2 04/18/01 WED 08:53 FAX 503 598 1960 CITY OF TIGARD � -7 if 1-C Z002 Electrical Permit Application Date received: Permitno.: %i-I City of Tigard Project/appl.no.: Expire date: Cif"'ITrg,rrd Address: 13125 SW Hall Blvd,'1'igarl,OR 97223 Dateissued: By: Receiptno.: Phone: (503) 639-4171 rt _ Fax: (503)598-1960 Case file no.: Payment type: Land use approval: .,_ OF PER.11111 7Newconstruction elling or accessory AComr;,retai;:,idustrial ❑M'tlti-family J Tenant improvement U Additien/alter-.tion/replacement U Other: ❑Partial q r5W (0 84h t AWL A Bldg.no.: Suito no.: ITax map/tax lotlaccount no.: Lot: Block: Subdivision: _ Project name: jZj. _. Description and location of work on premises:11M Ws. Estimated date of conlplttionimspection• 1 ' FEE SCIIAEDULE Job no: Fce Max Pg�M� nSSw Af l [)escri Ilun QtY. (ea) iota( nu.ins Business name: Tlc� M1ewrcshlrnt6.I.dnGteorarudl Gmityper Address QZ_ &E —C Uef dwellingrnit.Includesattachedgame. City: _ (_f1tj_D � I State:dR711': a ;erviceincltnkd Phon _4j3 235-691/1 c t dd CCB Fax: - E-maiL ry ��Qp t.or leas —_ _ 4_- iUonal 500 sy,It.or portion thereof no.: �tQ�s F,lec.bus.lic.no:;,j(�-g1� � _. - - L.imitedenergy,residential 2 _ City/metro lic.no.: Limited energy,non-residential 2 E ach manufactured home or modular dwelling Si wr su�er_vismg c ectrician(requiredL 08te Service and/or feeder _ 2 IAtenseno Services or feederv-Installation, Sup.elect.namc(print): `� alteratiortorrelocatiun: 1 1 200 amps or less _ _ 2 201 amps to 400 amps 2 Name(print): ?PC Rai; --' 2 401 amps to 6U0 amps _ Mailing address: 15350 Stott JE_QUfK0A1 601 amps to 1000 Amps 2 City:l QTLAr—Q� State: 0 1 fz 1F: 9 7 t_x� Ove IOW camps or voIts 2 Phone:93 Z - Fax, - 7 E-mail: Reconnectonl Owner installation:The installation is being made on Temporary services or feeders- lroperty I own installs'ion,allrntlon,orrcluutlon: which ir.not intended for sale,lease,rent,or exchang-:according to lull amps or leas _ 2 ORS 447,455,479,670,701. 201 amps to 400 amps--— _ 2 Owner's signature: l7a c: 401 to 600 ams 2 Brat-ch circuits-new,silerstion, or extension per panel: NamC, _ A. Fre for branch circuits with purchase of Address: service or feeder fee,each branch circuit 2 Oily: -- State: 2 IP: N. Fee for branch circuits without purchase of service or feeder fee•first branch ci cuit _ 2 Phone: hax; "mall: Each additional branch circuit. PLAN 11EVIEW(Please checkdall 111:4 Misc.(service.r feeder notincleded): O Srrvi(x over 225 amps-mnrnlercial ❑Health-care facllit• Fich pum nt Irrigation circle OService over J20mTs-rarinRoflA2 UHazsrdouBach slyeror outline lighting slrxatitrt — fantily dwellings U building aver 10,1 ot)square feel four or 3ivr.r citcuit(s)nr a limited energy panel, 2 *System river 6MV01tvrronunal noreresidential utilsinone structure alteratioa,orextenion• 2 _ U Building over duce stories 1]Feeders.400 amp!or more *Descri tion P Fieh a dltttnal Ins f�ctlon over the rllowabk in any of the above:: O Occupant load over 99 persons U Manufactured afro dura or RV ark _ U Fpress/lightingplan U O!her. s- - — Per inspection Submit_-__sets of plats;with any of the rbtive. Investigation fee The above are not applicable to temporary censer action service. _Other � _ —__—---..-- -- — Permit fee.....................$ 1� ' Not all JwUdictiotn scpept credit cud,,plraw call junxtkuon ror more Infr mnllon Notice:This permit application plan review Ot %) $ U Visa ❑Mimerf'ud expires if a permit is not ebtained -- / credit card number -------- ------- -- -- -__L__ within ISO days after it has been Stale surcharge(8%)....$ - rspl es nta:epted a,annplete. TnTAt. ....................... • Name of c.rdholdei u iihnwoon cnsdn cud _ $ - Cudhmlder signature -- Amomr 440.4615 tf01COM) r'o,�elved: 4/18/01 8:10; SL3 598 1950 -> PnOTEMP ASSOCIATES; Page 3 04/18/01 WED 08:54 FAX 503 598 1960 CITY OF TIGARD 0003 Electrical Permit Fees: Limited Energy Fees: f - TYPE OF WORK INVOLVED-RESIDENTIAL ONLY !:ornplete Fee Schedule Below: Restricted Energy Fee...................... $ ................................ 75.00 _ N'rmber of Inspections per pernit allowed (FOR ALL SYSTEMS) Service:nciuded: Items Cost "'otal Check Type of Work Involved: Residential-pir unit 1000 sq ft.or'-,ss _ $145 15_ 4 ❑ Audio and Stereo Systems Each additional 500 sqfl or portion thereof _ $33.40_ 1 Cj Burglar Alarm Limited Energy _ $7500 Each Manufd Home or Modi.isr Gdraye Door Opener' Dwelling Service or Feeder _ $430.90^!_ 2 Services or Feeders ❑ Heating,Ventilation and Air Conditioning System' Installation,alteration,or relocation 200 amps or less _ $80.30__ 2 Vacuum Systems' r-1 201 amps to 400 amps _ $106.85_ � 2 �J 401 amps to 600 amps $160.60__ 2 601 amps to 1000 amps $240.60_ 2 ❑ Otller---- -- Over 1000 amps or volts $454.65 ,—� 2 Reconnoct only $66.65_ 2 Temporary Services or Feederr rYPL OF WORK INVOLVED -COMMERCIAL Ot:LY Installation,alteration,or relocation Fee for each system............................................... ........ $75.00 200 amps or less _—__ $66.65 — 2 (SEE OAF.918-26J-260) 201 amps to 400 amos _ _ $10030 2 401 amps to 600 amps $13375_ 2 Check Type of Work Involved Over 600 amps to 1000 v ills, see"b"above. ❑ Audio and Stereo Systems Branch Circuits ❑ Boiler Controls New,alteration or extension per p,.nel a)The fee for inanch circul(s with purchase of service or Clock C,stems feedr,r fee. Far',branch circuit $665_ 2 ❑ Data Telecommunication Ila lion b)The fee 1)r branch circuits without purchase of service Fire Alarm Installation or feeder fee. First branch circuit __ $46. HVAC 5 Each Each additional branch circuit $6.6 Mlscellaneou•, Instrumentation (Service ry feeder not included) Each purip or Irrigation circle $53.40 ❑ intercom and Paging Systems Each sign or outline lighting $53.40 Signal circidt(s)rx a limited energy panel,alteration or extension $7500 Landscape Irrigation Control' Minor Labels(10) $125.00 Each additional Inspection over Medical the allowable b1 any of the above ❑ Nurse Calls Per inspertlon _ $62..50 _ i'er hour ___ $62 50 __ In Plant — 473.15 _ Outdoor Landscape Lighting' Fees. ❑ Protective Signaling Fnter total of above fees $ r] Other 8%State Surcharge 4_ Number of Systems 25%Plan Review Fee ' No lconses are regwro,l Lion ises are required for all other Installations See TIAn Kovlow"section on $ front of application. Fevs: Total Balance Due $ —--- Ehler total of above tees --- ❑ Trust Account N __— _ 0%State Surcharge Total Balance Due i 41su\fom s\etc-fces.doc 10/09&10 CITY OF T I C A R D BUILDING PERMIT PERMIT#: BUP2001-00059 DEVELOPMENT SERVICES DATE ISSUED: 2/23/01 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101AD-03200 SITE ADDRESS: 12909 SW 68TH PKWY SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: sf N: — S: E: — W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE Cc CONST: 2-1HR sf N: S: E: W OCCUPANCY GRP: B TOTAL AREA: 0.00 sf ROOF CONS-1: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCGU SEP. RATE=D: BSMT?: MEZZ?: _ REQ_D SETBACKS _ REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: —ft FIR SPKL: Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS. BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 215,299.00 Remarks: Installation of fire suppression system for new building. Owner: Contractor: PACIFIC REALTY ASz,7CCIATION DELTA FIRE INC 14795 SW 72ND AVE PORTLAND. OR 97224 Phone: Phone: 620-4020 Reg #: LIC 64174 FEES —� REQUIRED INSPECTIONS Type By Date Amount Receipt Sprinkler Rough-In PRMT CTR 2/9/01 $1,196.70 27200100000 Sprinkler Final 5PCT CTR 2/9/01 $95.74 27200100000 FIRE CTR 2/9/01 $478.68 272001u0000 To±a i $1,771.12 �--------- ---- --------- --1 This permit is issued si.Oject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and 311 other applicable law. All Mork will be done in accordance with approved plans. This permit will expire if worK is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 thrOL'�;, OAR 952-001-1987. You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987. Pe nn itee Signature: f i Issued By: Call 639-4175 by 7 p.m. for an inspection the next business day Building Pe ' ed: i 1 Permit no.: a PS661-Cx, J Ci of Tiaarc. g Projcct/app.no.: Gxpirc date City ofTigard Address: 13125 SW Hall Blvd,Tip 1,OR 97223 Phone: (503) 639-4171 Date issued: _ Ijy: TReceipt no.: Fax: (a03) 598-1960 Case file no.; Payment type: Land use approval: 10family:Simple Complex: t U I &2 family dwelling or accessory Commercial/lnduNtrlal U OkNew construction U Demolition U Addition/alteration/replacement Ul Tenant inipn„v mrnl ire spri11r/alarni U Other: JOB SITE INFORMATION Job address: ri(/J Suite no.: Lot: {31ock: Subdivision: Tttx map/tax lot account no.: Project name:_ ' - �r-- D scription ar d Irx jin of work on mi: s/spc c ditions: � _Q rC �n- / - 1 ' Name Mairiug address: 11 do 2 family dwelling;: City: C) St te: LIP: Valuatwn of work........................................ $- --- Phone: - Fax: E-mail: No,of bedrooms/baths................................. Owner's representative: Total number of floors....................... .... _ Phone: Fax: - mail: — New dwelling area(sq.ft.) ......: ��;. ter__ -- Garage/carport area(sq. ft.)...... ........:.... 1 Covered porch area(sq.ft.) ............. Name: Mailing address: Deck area(sq. ft.) ..................................i,{:.. —_ City: State: LIP: Other structure area(sq. It.)......................... --- Phone: ('ommereinUindustrial/multi-family: 12- I ax Email: (.. CO Valuation ol•work........................................ s�..'-l.'."'—' - Existing bldg.area(sq.ft.1 ....... .................. 1`4 A ..-- Business name: New bldg,arca(sq.ft.)..........I....I................ Address: CAM 11W111 W Number of stories........................................ City: A I State: ZIP: Type of construction.................................... Phones Fax: E-mail: (kcupancy group(s): Existing: _ CCB no.: New: City/metro .ic.no.: Notice:All contractors and subcontractors are re ired to be � r it with the Oregon Construction Contractors Board tinder provisions of ORS 701 and may he required to tx licensed in the jurisdiction where work is being performed If the applicant is Address: 1 — exempt from licensing,the following reason applies: City: Stat ZIP: Contact person: Plan no.: — — Phol;e: -9512 Fax: E-rr,a�l: Name: Contact person: Fees due upon application ........................... Address: Date received: State: ZIP: Amount received ......................................... . City: — phone' E-mail: please refer to fce schedule. Fax: _ I hereby certify 1 have read and examined this application and the Norah Jutimtictirm,accent cmW cards,please call jurisdiction rot roars Information attached checklist.All provisions of laws and ordinances governing this Uvisa U MeslerCerd work will twe complied wi wh•cher specs ied herein or not. Credli clad mtmher:, n L/7f �r� spires Authorized signature:_ I/'�1"tJ L Name of cardhok.r as shown on c—tt card $ — Print name:1J��^' i arandder rlttnuurc AMUM Notice:This permit application expires a permit is not obtained within ISO days after It has hien accepted as complete. 4Q 11 lf,WOMt Fire Protection Permit Check List A. New ❑ Addition ❑ Alteration, ❑ Repair B.) Modification to sprinkler heads only: Describe work to 1. 1-10 heads: No plan review required. be done: 2. 11+ heads: Plan -eview required. Number of sprinkler heads:_ Additional description of work: Type of System (Completp.A or B as applicable): A. Sprinkler Wet Dry ❑ _— Standpipes _— Additional Hazard Group _- Information Density Design Area i _ 1 0 I K. Factor �� Sprinkler Project Valuation: $ Z ,tom B. Pira Alarm — - -- --- ------ Submittal shall Batter�Calculations Ye-s ❑ inchide: Individual Component Yes Cut Sheets Fire Alarm Project Valuation: $ Project Valuation Subtotal A &PL $ C'X T, (d5� Permit fee based on valuation see chaff_ _ 8% State Surcharge: $ , (OW FLS Plan Review 40% of Permit: $ T3. -7- _ --- -- TOTAL: I\dsts\forms\FPScheckllst.doc 10/04/00 LANDSCAPING COMPLIANCE AGREEMENT TIIIS AGREEMENT dated the 28th day of Sr:ptcniber, 2001 between the CITY OF T!GARD, a j municipality of the State of Oregon, hereinafter termed the "CITY", and Pacific Realty-Associates, LP hereinafter termed"Petitioner". WITNESSETH: WHEREAS,Petitioner has applied to the City for approval of a project known as llartlpton Office Hu I in ,City land use case number SDR2000-00014 Located in Section 1 Township 2 South__R tge j Wes,Willamette Mendian,Washington County,Oregon;and WHEREAS,the City has adopted the Petitioner who has been conditioned to install landscaping as a part of Petitioner's development;and WHERFAS,the landscaping,as a part of Petitioner's development is incomplete,and Petitioner has nonetheless requested the City to permit occupancy and use of property in the development,and the parties desire hereby to protect the public interest generally by legally enforceable assurances that the landscaping and trash enclosure will be completed as required within the time hereinafter set forth. NOW,THEREFORE,in consideration of the foregoing premises and the covenants and agreements to be kept and performed by the Petitioner and its sureties,ff IS HL•RPHY AGREED AS FOLLOWS: (1) Petitioner shall proceed isrth development, with the intent and purpose to complete landscaping not later than thirty(30)days from the date of this agreement. (2) To acture compliance with the City's requirements and the provisions herein, Petitioner tenders to the City a cash deposit in the amount of$22,900. (3) In the event that Petitioner sha' fail,neglect or refuse to proceed with the landscaping work in an orderly and progressive manner to assure completion within the time horns,upon ten(10)days notice by the City to Petitioner,and such default and failure to proceed continuing thereafter.the City may at its option proceed to have the work completed and charge the costs hereof against Petitioner deposit and in the event action be brought,. Petitioner promise and agree to pay, in addition to the amounts accruing and allowable,such sum as the court shall adjudge reasonable as attorney's fees and costs incurred by the City, both in the Trial Court and Appellate Court, if any, or the City may, at its option, bring proceedings to enforce against the Petitioner specific perfotmance of the contr;ct,and in such event, in like manner,the City shall be entitled to recover such sum as the court shall adjudge reasonable as and for the City attorney's I fees and costs,both in the Trial Court and Appellate Court,if any. iN WHWESS WHEREOF, Petitioner acting by and through its duly authorized undersigned officers pursuant to resolution of its Board of Directors has caused this agreement to be executed,and the City acting pursuant to resolution of its Council adopted at a regularly scheduled meeting on the lat day of 19_x¢.,,has caused this agreement to be executed by the Community Development Director PFTITIONER: Pacific Realty Associates,LP By.ap,wot w lea -- Go 0 (Title) THE CiTY OF TIGAILD By: - Ci inl evelopment Di (Attached Notary Acknowledgement hereto) Return signed copy to: 15&Q w.�4QN4LR.E'_t!f�w@y,butte 3.00 roqLapJ-,Q 972 4_-- - 1 I 1706, 00 18:00 FAX 503 824 7755 PACTRUST Z002 12/08/00 WED 17..'.10 FAX 503 598 1980 CITY or TIGARD Qj007 COUNTY" IDE TRAFFIC I11 PACT VEE PAYMENT OPTION FORM Deceniher 62000 __ �__ 129p9 SW 68"'Parkway. Date Site Address t and Offic�"'-ils3ine _ BUP211.Q0-0Q�G7 J tom- Plan Check# ptoi ct Name. I realize that T must make a deci;ion on payment of the Traffic Impact Fee(TIF) at this time, 'Therefore,I request the fcllowing(choose whicnever option or options are applicable)' Cash of Chcck Credit Voucher Baric.-oft or Installment PaYments or MTh-- Ordinance allows for deferral of payment of the 11F until issuance of the occupancy permit if tf e TM is greater than $5,000. If the TIP ineets this requirement, I al„o r.gtu!st this op.' m, l understand the TIF must he paid prior to issuance of an ocer:pancy permit. I also understand that the TIF will be recalculated based r a the prevailing rates at the time of payment. Please be advised that TIF rates inay increase up to six percent ea:.h July 1st_ This rate increnrw is not subjrct tc appeal. FC t e.t.+atMb S KR`P P wr--k W _--_ 6;tiN1:P/APPHCANT +� OVIrNEPIAPPI,ICANT cc: Uuilding romii ritc Paymew option Njtc000t. i WstvVortns\hf .b Inc 1?!x/00 12 08;00 18:00 FAX 507 624 7755 PACTRUST LCU03 12/08/00 WHD 1'i:27 FAX 507 5;18 1980 CITY OF TIGARD lif)004 REQUES I FOR TRAFFIC IMPACT FEE CREDITS 1, �iutk�A K je ppA-CHiv 6, acting as a representative of PR«�c REQ L7Y/tssoeta<r'G5, LP , do Nearby request the G tTT OF Tl G A D make a determination of �dits. I eli beve the traffic improvements performed by my firm meet all eligibility for Traffic Impact Fet (CIF C.r( applicable TIF credit requirements as provided in the TIF ordinance. the credits are requF:r�led for lite fullowinq eligible capacity or traffic safety improvements: ER 5 p Ad D- a ep��- Go N D t T1 o N �3 2 Go P y' �-rr�c�+�e D FL�►fD S 7`d W�_ '72ND A" r1j0.4 t?477 O,N � - -�tourll 6677sr P.fit�.�,+y�`f >�_ZK.33?.m)1 he total cost of such improvements is$ 3 t, 151•,00 1 have atiaehed construction contrac.•t documents, or other appropriate information,from which a determination can be made of the reasonableness of the costs . This information h,1s been submitted within ninety day^ of acunptance of the subject improve- ments. I have also attached a%�;oinr of the leiter of f.!ci!ity cicceptanca. The legal description of the applicable land parcels whose development related transportation imparts war- ranted the eligible safety Imp,ovemerit i is ei�, follows: ,,All Further, I request that the credits be apportionecl proportionate to anticipated average weekday trips genrlr- ated thy the respective parcels unless ether wise indicated ns follows: I he credits should be issued to: Name: PAGVFI a AC-AL'rY k'sso r_• k11E 5f___L.P Title: Addres rI 50 5 SEQ�or� t�'r►RK +__v_iTtr 300 :. -- _�oR-n_ Signed:_�Y � � -- formnto� � c�F.r1�e/T K to-r*Es+NE CITYOF TIGARD ELECTRICAL PERMIT PERMIT#: ELC2000-00646 DEVELOPMENT SERVICES DATE ISSUED: 11/28/00 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S101AD-03200 SITE ADDRESS: 12909 SW 68TH PKWY SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LUT : JURISDICTION: TIG Proiect Description: Temporary service. Job No. 8958. RESIDENTIAL UNIT TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: 1 PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: rAANF HM/SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER _ BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 20G amp: W/SERVICE OR FEEDER. PER INSPECTION: 201 400 amp: list W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION _ 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only:—_ SVC/FDR >= 225 AMPS: CLASS AREA/SPECyCC: Owner: Contractor: TIGARD CORPORATE CENTER LP BACHOFNER ELECTRIC INC 15400 SW Mll_LIKAN WAY 55 SE MAIN BEAVERTON. OR 97006 PORTLAND, OR 97214 Phone: Phone: 233-2006 Reg#: LIC 00044569 SUP 2808S ELE 26-451C FEES — – Required Inspections _ Type By Date_ V Amount Receipt Elert'I Service PRAT CTR 11/28/00 $66.85 2720000000( Elect'I Final SPCT CTR 11/28/00 55.34 2720000000( Total $72.19 This Permit is issued subject to the regulations contained in the Tigard Mun dpal Code State of OR Specially Codes and all other apolicable laws. All work will be done in accordance with app,oved plans This permit will expire if work is not started within 160 days of issuance,or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-901-0010 through OAR 952-001-0080 You may obtain copies of these rules ordirect questions to OUNC at(5 ) 246-1987 l'ERMITTEE'S SIGNATURE ISSUE OWNER INSTALLATION' ONLY The installation is being mad,+ on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNA-rURS OF SUPR. ELEC'N: LICENSE NO: Call 639-4175 by 7:00pm for an inspection the next business day D ELECTRICAL PERMIT CITY OF T I G A R PERMIT M ELC2000-00630 DEVELOPMENT SERVICES DATE ISSUED: 11/14100 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101AD-03200 SITE ADDRESS: 12909 SW 68TH PKWY ZONING: MUE SUBDIVISION: TIGARD OFFICE BUILDII IG LOT : JURISDICTION: TIG BLOCK: Project Description: Installation of three branch circuits for site ighting. Job No. 8929. RESIDENTIAL UNIT _ TEMP SRVCIFEEDERS. MISCELLANEOUS--1 1000 SF OR LESS: 0 - 200 amp: PUMPIIRR!GATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: A MANF HMI SVC/ FDR: 601+amps - 1000 volts: MINOORR LABEL ((101: L: 1 SERVICE/FEEDER BRANCH CIRCUITS _ ADD'L INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR !=DR: 1 PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: 2 IN PLANT: 601 - 1000 amp: — PLAN REVIEW SECTION 1000+ amplvolt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: SVC/FDf4 >=_225 AMPS: CLASS AREAIKIE OCC: _ - - — Owner: Contractor: PACIFIC REALTY ASSOCIATION BACHOFNER EL-ECTRIC INC 55 SE MAIN PORTLAND, OR 97214 Phone: Phone: 233-2006 Reg #: LIC 00044569 SUP 2808S ELE 26-451C FEES _ Required Inspections Type By Date Amount Receipt Wall Cover PRMT CTR 11/14100 $60.15 2720000000( Elect'I Final SPCT CTE? 11114100 $4.81 2720000000( Totai $64.96 This Permit is issued sub)ect to the regulations contained iii the Tigard Municipal Code. Slate of OR Speaalty Codes and all other applicable laws All work will be done in accordance with approved plans -I his permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You rnav obtain copies of these rules or direct questions to OUNC at(503) 246-198' / ISSUED �Y: PERMITTEE'S SIGNATURE y 0 1 OWNER INSTALLATION ONLY The inallation is being made on property I own which is not intended for sale, lease, or rent st OWNER'S SIGNATURE: __- ----- DATE:. __. CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: �kllr'C --- ----- ---- - DATE: eD LICENSE NO: / -- ---- ----- --- - — Call 639-4175 by 7:00pm for an inspection the next business day Electrical Permit Application 9-e te, Permitno.: � <� Date received://-/. Project/appl.no.: Expire date: city Of Tigard Address: 13125 SW[-fall Blvd,Tigard, OR 972:'_1 Date issued: By: Recciptno.: City ojTigard Phone: (503) 639-4171Pa Payment Case file no.: Y Fax: (503) 598-1960 Land use approval: - 1 ❑ 1 &2 family dwelling or accessory Commercial/iodustrial U Multi-family U Tenant improvement U New construction Addition/alteration/replacement U Other: U P,ttial 1 1 Job address: Bldg.no.: Suite no.: Tax rnap/ttu,lot/account no.: L�LProjj=ectname: Moil: Subdivision: b oFFret Description and location of work on premises: I;c 1 1 1 ti 7t !'1 / _—� Estimated date of completion/inspection: Pee max .lob no: _ � _----- - Desctiptlon qty. fea.) Total no.insp Business name: t1 i - New residential-kill ormulti-familyPei Address: Ldwellingunli.include,attachedgarage. Slate:; i ZIP. — Senicelncluded: City: � _ ' -- 1000 sq,ft.or Icss Phone: Far; J E-mail: Each additional 500 sq.ft.or portion thereof — Elec.bus,tic.no: Z i CCB no. - 7, Limited energy,residential City/metro lic.no.: Limitedenergy,non-residential _ _ 2 Each manufactured home or modular dwelling Service and/or feeder S gnature of■u ry sing a cetrician(r uir ) Das ---i— s - _ eeder-installation, Sup.elect.name(print): ti,, I i ! ; License no: i`( altentIon or relocation: 2(10 ships or less _ 2— 201 amps to 400 amps 2 Name(print): 401 amps to 600 amps 2 601 amp.;to 1000 amps 2 Mailing address: 2 City: —_ Slate: 711x: Over 1000 amps or volts _ I E-mail: kcconnectunl}' Phone: Fax: 7 emporary serilces or feeders- Owner installation:The installation is being made on property I own installallon,alteratIon,orrelocation: which is not intended for sale,lease,rent,or exchange according to 21N1 amps'It les, — 2 ORS 447,455,479,670,701. 201 strips to 400 amps 2 . OWI1Crs signature: Daic: 401 h,(><loamps 2 9r. 'creche-new,rtlleration, or extension per panel: N ame: N. Fee fc,branch circuit:•citi:run has o! 2 service or feeder fee,each branch circuil _ --- H. p�fill branch circuits wllhnut purchase Slate: 'LIP: of seryice or feeder fee,firstbranch circuit: 1 rt ' �� 2 Fax Fi-mail: Mach additional branch circuit: 2 Alilontmogiviwsc.(Service or teeder nal Included): 2 J Health care tadhn rT ' hath pump or irrigation circle 2 U service over 22-5 amps-r mrnercial lath signor outline lighting U Service over.120 anips•rating of 1R2 U Hazardous location Si nal circa l(s)or a limited energy panel. familydwellings U Building over Ioj")square feet four or alteration,or 2 U System over 600 volts nominal more residential units in one structure _ U Building overthrx stories U Feeders,400 amps or more •Descri tion: __ 171(kcupant load over 99 persons U Manufactured structures or RV park F-Ach adit=inspecllon over the allowable i any ofTabo e: U Flimasirlightingplan U Others Submit_._gels of plans with any of the above. Inveatig■tlon tee The abort are not applicable to temporary construction service. Other Permit fee.....................$ ICU r 1 --- Nd all Jurisdictlonr Kc credit card+,please call Jurisdiction for rl infurmaillon Notice:This permit application Plan review(flu _ %) $ Ass U MasterCard expires if a pemlit is not obtained State surcharge(8%) ....$ A within 180 days after`i has been ,, t'redN card numher _-- - —•-- xp res accepted as comldeta 'I.OTAI, ...... ................S IG! ine of crdho r u shown on c it e S 410J61tit6AlYr'OMI Cmono,-,'lip, Amount Electrical Permit Fees: Limited Energy Fees: TYPE OF WORK INVOLVED - RESIDENTIAL ONLY Complete Fee Schedule Below: Restricted Energy Fee...................................... $75.00 ................. Number of Inspections per ermit allowed (FOR ALL SYSTEMS) Service included: Items Cost Total L Check Type of Work Involved: Residential-per unit 1000 sq It or less $145 15 4 Audio and Stereo Systems Cach additional 500 sq it or portion thereof $33.40 1 Burglar Alarm Limited Energy $75.00 Each Manufd Home or Modular Garage Door Opener' Dwelling Service or Feeder $9090 _ 2 Services or Feeders Healing,Ventilation and Air Conditioning System' Instah:tion,alteration,or relocation 200 amps or less _ $8030 2 Vacuum Systems' 201 amps to 400 amps $106.85 2 401 amps to 600 amps $160,60 2 601 amps to 1000 amps $240.60 2 I Other Over 1000 amps or volts $4.54.65 2 Reconnect only $6685 2 Temporary Services or Feeders TYKE OF WORE! INVOLVED COMMERCIAL ONLY Installation,alteration,or relocation 200 amps or less $66.85 2 Fee for each sys'em.......................................................... $75.00 201 amps to 400 amps $100.30 _ _ 2 (SEE OAR 918-260-260) 401 amps to 600 amps $133 75 2 Over 600 amps to 1000 volts, Check Type of Work Involved: see"b"above. a Audio and Stereo Systems Branch Circuits New,alteration or extension per panel Boller Control,- a)The fee for branch circ-.,Its with purchase of service o, feeder fee. clock Systems Each branch circuit $6 65 2 b) I he lee for branch circuits Data Telecommunication Installation without purchase of service or feeder lee. Fire Alarm Installation First branch circuit $46.85 Each additional branch circuit $6.65 r ix HVAC Miscellaneous (Service or feeder not Included) F-1 Instrumentation Each,,ump or Irrigation circle $5340 _ Each sign or outline lighting $5340 _ F-1 Intercom and Paging Systems Signal circuit(s)or a limited energy panel,alteration or extension $$7 Minor Labels(10) $12500 T L� Landscape Irrigation Control' _ Each additional Inspection over Medical the allowable In any of the above Per inspection $6250 Nurse Calls Per hour $6250 In Plant $13.75 _ Outdoor Landscape Lighting' Fees: Protective Slnnadng Enter total of above fees $ Other 89�.State Surcharge $ - _ Number of Systems 25%Plan Review Fee See"Plan Review"section on No licenses are required Licenses are required for all other installations Ironl of application Tofal Balance Due $ _ Fees: Enter total of above tees s Trust Accourt M___ 81,:State Surcharge = Total Balance Due = 0dsu\fbnns\elc-fccs.drx 10/09/00 CITYOF TIGARD PLUMLING PERMIT __ DEVELOPMENT SERVICES P'=RMIT#: PLM2000-00416 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 11/9/00 PARCEL: 2S101 AD-032.00 SITE ADDRESS: 12.909 SW 68TH FKWY SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: .JURISDICTION: TIG CLASS OF WORK: NEW GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: OCCUPANCY GRP: B FLOOR DRAINS: TRAPS: STORIES: WATER HEATERS: CATCH BASINS: 9 FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEWER LIME: 170 ft WATER CLOSETS: WATER LIFE: 450 ft DISHWASHERS: RAIN DRt,IN: 1,190 ft Remarks: Site utilities for sanitary storm, fire water supply, and catch basins. FF,es are paid under site work permit, SIT2000-00046. FEES Gwner: Type By Date Amount Receipt PACIFIC REALTY ASSOC LP 15350 SW SEQUOIA PKWY #300 — -- TIGARD. OR 97223 Total Phone 1: Contractor: ROTSCHY INC 22525 NE GARNER ROAD YACOLT, WA 98675 REQUIRED INSPECTIONS Phone 1: 360-686-3072 fewer Inspection Fire Supply Line-FPS Reg #: LIC 95682 Storm Drain Insp Misc. Inspection Final Inspection This permit is issued subject to the regulati, ,1s contained in the I iyard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952.0001-0010 through OAR 952-0001-0080. You may obtAtn copies of these rules or direct questions to OUNC by calling (503) 246-1987. ✓ '_ / Iss�ed By: Permittee Signature: �--- Call (503) 636-4175 by 710 P.M. for an Inspection need the next business day Nov -09-00 11 : 35A Rotschx- Inc. 360 E686 E`-353 P.02 —_, •••,••"• 1 KtTlll:' i f'IfCII, ItfJ00? •• •� •'"•• ��.•+ ..... JVJ v.'s aa-uv bl o t Vr &L%"%A1) l$f IIUY Flu3n b'---Penz&Application L7aaeraaiveQ Yt�mit": WflAA"w"V�i_ . C#y of Tigard /►ddum 13125 SW Hell Blvd,TiStnf,OR 97123 Sew.=per>Qil ao.. �t+tldlo>t petntltno.: cuYe171a°rd P1h�oo& (507) 639.4171 IlDitxt/aygl.rlo: p _ xpire wee_ Foul:(303) 590.1960 Be. RANW no.. Land ase approval: D R Z-,PO-- C-61 i- r,...tilsao.: Phymcwtfypc Kai O 1&2 fhmdly rtweuinR car acocaevey �i(lutmrCMWjrsduunal O Mold-'m►ly O'i'enm i O Na+r epaaRtactlot O AddWcdaltaaiam/mplwems u n 14nd i0xvlrt C]Otbar repNr�mt JOb actrtrr_,rt: I Z" OW 60'v- Tow Pw4v/wY Drr Pr(ea) Toed di"A .. �_-,TSniln tM: �. 1- per' Tax 4an loblrc:�mnt a1.: we?n 25 164Ay TL 1+»sSr w tw- (bcl�ie.Jitaflt.tlrsry.tM�e.a,r,,l.�) LOO Block gbdi.,�y�r"'- SFR(1)bath �R(7)bath Ptvlerr same: Q.aaeZy OF P'cc 8s.i�„uf _ SFR(3)both f�N.CrAtnty: -714%44L&' �'It. 7IP `j�Z�'!► uta wl bu-1v rm ( aa1 loaadrat�wOlip •X51 r ll�TntjS S7baWtttea —��_ _ — !`' ►--y- IIt,15 T�Q ritr3l haaitJares dais Fat,due of cAMtpLrd0ftqlQapp¢doO: eu h find n _�fi17:p(pp.Il4 Buri_.aa names�n�41`f [NC TC'd�lat3a uC - Addraar. '► -f---_• .-- :ttlJlules -- __ _ tut n ceppc;,trtr it?_ YAcOI-T State: bJT1 lIP $b� 1 5atnl• servtt(no. tL1� rEtnne: 3F'. G .3o12 Ps:. GK 'a &muL rutin r wcr mCCD no.: 1 -- x" �1'Jt>mb.bot tort.rn� W arrr rcrvtp na rrr�/mcnii lie ao.: _ Fl=t ze or hese Conb7ctvr'+rpt+�tafiveailpratwo: ruTt��.tic+ Ab don Valve k'.lnr %Rn t 'c aiBac�f t�iay pr»vmru V BadtxUcr valve � .ivatpry - -- Name- n res Mr< v - Addrru: lh_wuber _,' - `Ios rant lnurrJte'-wccrr I�_ 1'zinc IC PJ A LTY ArSy lf.j,&rE rj� l.P tx�r 1Ay0001f tlaw/tTID Mail;ag odr4r>r^ I S" �kf Si 4 'erA ft^Ir%k l�R� + -� S. urT! Seo 9?0— _Gry: po�YI-JtN p--------»- 3tw:vitt_ P_ 97Q�S.. !lore M' tai Phuoe:S�3. .4is f'a:r:GL4.4 lcenukm _ N.� L matt• ()wna wfat4Klon.'►tlsi<ufmal mautlttlilAcx txtly: P.te acetal intwJtmua ems 'ne(w dmma,ntenaacr and"Ir msle,,by my(etW<r Rootd n co nuucrcjal �`- - "VWty own as per t1R 4 r 1= rn--►7 Own►1a tiplanua; D, sw irtJ(�)lbrein�fl.1 w s T\ll+sf thn wrtl sho W e r Nom& aMA- 6 f+twckc.+ Intal Lq A4imM OG•'6;+!w' t�,ltf.t r_I-wF r S'M-mac*' Shat m :7P: 0 I +tii heamr Ph(mr.09-211 1s FuuZij_l4c> 5•rnrlU Tial —_-- '---- Na:11 ArIMialirra�W0 noir e,4.wr �ru,+Mnm r--l. w. ---- - l]Vira UM.reGr� `k,tice:P.uspermil appf clulm Vlisimrntl dx.............,,.5 _ Irlan revle*(M fr carport tf a ltatnit a r"t'btauxd ) 1 - .rithis 110 My.Aaw It lw.bas St21e tmt:faW(9%) f acrryleEagrsmpectr. TOTM. _.....S _ +rOM1a tar OR Don C Wt I tY OF T I GA R D _ PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2000-00436 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 1/4/01 SITE ADDRESS: 12909 SW 68TH PKWY PARCEL: 2S101AD-03200 SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: JURISDICTION: TIG Cl %SS OF WORK: NEW GARBAGE DISPOSALS: MOBILE HOME. SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: 1 OCCUPANCY GRP: B FLOOR DRAINS: 12 TRAPS: STORIES 4 WATER HEATERS: 1 CATCH BASINS: FIXTURES LAUNDRY TRAYS: 1 SF RAkIN DRAINS: SINKS: 0 URINALS: 8 GREASE TRAPS: LAVATORIES: 16 OTHER FIXTURES: 38 TUB/SHOWERS: SEWER LINE: ft WATER CLOSETS: 24 WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Remarks: Plumbing for new 4 story office building. Note: "Other Fi. ;tares" ins_!.-de 4 drinking fountains, 1 elector/sump, 2 hose bilis, 13 primers, 12 roof drains, and 6 deck drains. Owner: — ------" Type By Date FEESAmount Receipt PACIFIC REALTY ASSOC LP PRR1T CTR 1!4/01 $1,706.40 27200100000 15350 SW SEQUOIA PKWY #300 PLCK CTR 1/4/01 $426.60 27200100000 TIGAPD, OR 97223 5PCT CTR 1/4/01 $136.51 27200100000 Phone 1: Total _ $2,269.51 Contractor: DEAN WARREN PLUMBING 3111 SE 13TH PORTLAND, OR 97202 REQUIRED INSPECTIONS Phone 1: 236-4152 Sewer I ispection Rcg#: LIC 172 Water Strvice Insp PLM 26-83PB Underfloor/Underslab Top-out Insp Storm Drain Inst: Rain Drain Insp RP/Backflow Preventer Final Inspection This permit ;s issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance. or if work is suspended for more than 180 days ATTENTION: Oregon law requires you to tollow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987 Issued By. f J Permittee Signature: Call (503) 639-4'175 by 7:00 P.M. for aii inspection needed 'the next business day _.• { .iJ 4._,.. �'�-1`.` 11\' 1 ti//J� 0e" Plumbing Permit Application ^� DaterPceived: / �� Permit no.:RA &Z•-Obb )? `-I City Of Tigard 1 r . °'6G 03rd 0. Building c Tigard Sewer permit no.• y.�• Building permit no.: Address: 13125 SW Hall Blvd,Tigard,OR 97223 City of Tigard phone: (503) 639-4171 Project/appl.no.: E)pir' ate: Fax: (503) 598-1960 /A -d06 -0G W 5 Date issued: B Receipt no,: PP =1—__ �y Land use approval Lo —�60 Case Glc no.: Payment type: � ❑ 1 &2 family dwelling or.,ccessory ❑Commercia!/in(!u,,nal J Multi-family U Tenant improvement ❑New construction ❑Add ition/ttlte.•ation/replacement J Fowl service U Other: _ ilia , g �-- Job address: ,,'- ,l ! i,,i Description "y. Fee(ea.) Total Bldg.no.: Suite no.: New 1-and 2-family dwellings only: Tax map/tax lot/account no.: — (includes 10011.for each utI]i(yconnect ion) SIR(1)bath Lot: �!?Icxk: Subdivision: SFR(2)bath -- Project name: �y ( 6 SFR(3)bath -- - City/county: /., ZIP: - �{i ��, Each additional bath/kitchen ,- Description and location of work on premises: Siteutillties: f I_•,(y / I y _ Catch basin/area drain Est.date of completton/inspection: Drywells/leach linchrench drainamM - Footing drain(no. lin,ft.) p Manufactured home utilities Business name _ �_ i Manholes - _ - -- Address: _ Rain drain connector City: 1 =- _ State: ZIP: Sanitary sewer(no.lin, ft.) -- _ ---- Phone: I nx: E-mail: Storm sewer(no. lin.ft.) fCCB no.: Plumb.bus. reg.no: - 1 Water service(no.lin.it.) "City/metlo lic,no.: , Fixture or Item: Con(ractor's representativ^siptidydre: Absorption valve Rack flow prevcnter y , Print name: I):uc: _— caaad Backwater valve basins/lavatory Name: Clothes washer Address: - Dishwasher Drinking fountair,(s) /4. %0 City: _ State: ZII': — Ejectors/sump _ / / Ile() Phone Fax: I mail: Expansion tank Fixture/sewe-cap _ Name(print): Floor drairJllwr sinks/tubo /^ru /G - Garbage dissr.� Mailingaddress: M• l ) — . — I-lose Bibb City• _ State: ZIP rt Ice maker _ — Phone: ' Fax:- E-mail: 1werce tor/ rease trap Owner instal lation/resi lential maintenance only: The actual instaliation Primer(s) U will be made by me or the maintenance and repair made by my regular Roof drain(commercial) _ . ro employee on the property I own as per ORS Chapter 447. Sink(s),basin(s),Iays(s) 14 G / o Ow ier's signature: Date: — Sump Tubs/shower/shower an INne: Urinal 14.Sa � t'� Water cioset :'G G oress: Water heater,ty_ _ state: ZIP: _ Uthcr: I ✓ �v Phone: `—'ax_ E-mail: Not all judl dictionr arcept cmrit cards please call jurisdiction for mac infornratinn. N,Itice:This permit application Minimum fee................ / , :.f Visa ❑MasterCard expires if a permit is not obtained Plan review(et _ %) 5 .��•(�.4 n .rens ca.1 uumbet:-_ / / State surcharge(896) .... ---— Expires within I AQ days after it has been _—__ p TOTAL .......................$ Name of cudho der as diown mit cud accepted as complete. S -- Cardholder d6natur, Amnurn J 40-4616(Ui0UCOM) PLUMBING PERMIT FEES: PR!C;:. TOTAL New 1 and 2-family dwellings only: FIXTURES (individual) QTY (ea% AMOUNT (Includes all plumbing fixtures in PRICE TOTAL Sink 16.60 the dwelling and the first100 ft. QTY (ea) AMOUNT Lavatory 16.60 for each utilityconnection — One 1 bath $24920 _ Tub or Tub/Shower Comb 16.60 Twobath _ $350.00 — Shower Cnly 1660 Three3( )bath — — __ $399.00 Water ClosetI_I 10 60 SUBTOTAL _ Urinal 16.60 8%STATE SURCHARGE Dishwasher 16.60 PLAN REVIEW 25%OF SUBTOTAL Garbage Disposal 1660 — _— — — TOTAL Laundry Tray 16.60 Washing Machine 1_ 16.60 Floor Drain/Floor Sink 2" / ! 16-66- 3" 11-6.60 PLEASE COMPLETE: 4" 15,60 _ Water Heater O conversion O like kind 16.60 Quantity b Work Performed Gas piping requires a separate mechanical Fixture Type. New Moved Replaced Removed/ ermit. Capped MFG Home New Water Service 46.40 Sink MFG Home Naw 5an.'Storm Sewer 46Lavatory — _ _ -- Tub or Tub/Shower Hose Bibs _ 16.60 _ Combination Roof DrainsL 16(,0 Shower Ong Drinking Fountain 16 60 Water Closet Urinal Other Fixtures(Specify) �ME,F:S 16.60 Dishwasher c "p _Garbage Disposal — t� I ,� <� — Laundry Room Tray -- Washino Machine --.— Floor Drain/Sins 2" Sewer-1st 100' 55.00 — 3„ Sewer-each 2dditional 100' 4G.40 4" Water Service-1st 100' — 55.00 _Water Heater -- Other Fixtures Water Service-each additional 200' — 4640 (Specify) _ -- Storm 8 Rain Grain-1sl 100' 55.00 t, f r R _ Storm 8 Rain Drain-each additional 100' 46,40 J)Piiii.4(i,46 IiiigJA Li -- Commercial Back Flow Prevention Device 46.40 Residential Backflow Prevention Device' 27.55 — Catz,ii i a<1 1660 ,! --� _ In tpection of Existing Plumbing or Specially 7250 Rt ueq sled Infections perAir COMMENTS REGARDING ABOVE: Rain Drain,single family dwelling 6525 Grease Traps 16,60 -- — -- QUANTITY TOTAL Isometric or riser diagram is required If — Quantlly Total Is >9 'SUBTOTAL — — -- 8%STA,E SURCHARGE -- ---- ---- "PLAN REVIEW 25%OF SUBTOTAL — __ Required only it Sxture qty total is>e 1 _ TOTAL 5 "Mlnunum permit fee Is$72 50"e%state surcharge,except Residential Backflow Prev gtlon Device,which is$3e 25+Bq stale surcharge **":i New Commercial aulldlegs requlre plans with Isometric or riser diagram and plan review is\dsts\farms\pim-fees.doc 10110/00 CITYOF TIGARD MECHANICAL PERMIT DEVELOPMENT SERVICESPERMIT#: MEC2000-00503 5/01 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: PARCEL: 2S10210 1 AD-03200 SITE ADDRESS: 12909 SW 68TH PKWY SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: NEW FLOOR FURN: EVAP COOLERS: TYPE OF USE: COM UNIT HEATERS: VENT FANS: 0 OCCUPANCY GRP: B VENTS W/O APPL: 2 VENT SYSTEMS: STORIES: _ BOILERS/COMPRESSORS HGODS: FUEL TYPES 0 - 3 HP: 20 DOMES. INCIN: LLE 3 - 15 HP: COMML. INCIN: MAX INPUT: BTU 15 - 30 HP: REPAIR UNITS: FIRE DAMPERS?: 30 - 50 HP: GAS PRESSURE: 50 + HP: CLO DRYERS: FURN < 100K BTU: 1 AIR HANDLING UNITS CLO DRYERS: OTHER UNITS. 17 FLIRN >=100K BTU: <= 10000 cfm: 2 GAS OUTLETS: > 10000 Cf m: 2 Remarks: Installation of HVAC Owner: _ _ v FEES_ _ PACIFIC REALTY ASSOCIATION Type By Date Amount Receipt PRMT CTR 1/5/01 $750.40 272001000C PLCK. CTR 1/5/01 $187.60 2720010000 5PCT CTR 1/5/01 $60.03 272001000C Phone: Totril ?x998.03 Contractor: PROTEMN ASSOCiATES INC 807 NE COUCH PORTLAND, OR 97232 REQUIRED INSPECTIONS Mechanical Insp Phone:233-6911 Duct Inspection Reg #:LIC 38868 Fire Damper Insp S D. Shut-down inspection Final Inspection 1-his permit is issued :subject to the regulations contained in the Tigard Municipal Cale, State of Ore. Specialty Codes and :all other applicable iaws. All work will be done in -r;coidance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. T hose rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to OUNC by carting (503)246-9189 7 Issue B _ �� (L% ��'� /if ',/ Permittee Signature: h Call (503) 639-4175 by 7:00 P.M. for inspections needed the next business day 1 Mechanical Permit Application Date received: a Permit no.: _ae 3 City of 'Tigard Project/appl.no.: Expire date: City gfTigard Address: 13125 SW Hall Blvd,Tigard,OR 97223 Phone: (503) 639-4171 Date issued: By: Receipt no.: Fax: (503) 598-1960 Case file no.: Payment type: Land use approval:5D[CSV 00--3& Building permit no.: 1 U 1 &2 family dwelling or accessory Xcommercial/industrial U Multi-family U Tenant improvement U New construction J Ail(lition/alteration/repl,icenpeiu U Other FORMATION.1011 SUFF,IN 1 1 c Job address: ,/,q979 sfv 777 kKu/d>' Indicate equipment quantities in boxes below. Indicate the do'lar Bldg.no.: I Suite no.: value of all mechanical matetfals,equipment,labor,overhead, Tax map/tax lot/account no.: profit.Value$ _Lot: Block: I Subdivision: *See checklist for'Innifortant application information ai d Project name: ,r _ - - inrisdiction's tee schedule for residential prrmit Ice. City/county: ZIP: _ - 1 Descrsfition and locatic,;of wnrk on premises: t t t y6e- Fee(ea.) 'Total Est.date of completion/inspection: Description Qty. Res.only Ites..+nly Tenant irnprovement or change of use: Is existing space heated or conditioned?U Yes U No Ail handling unit CFMIs existing space insulated?U Yes U h Air conditioning(site p an required) - ` g'P terauon of existing HVAC system lioi er compressors J State boiler permit no.: �tusiness name: j;r :r I,'i-' r/�. c c . _..�i� _ HP _Tons RTU/H AJdress: - G Fire/smokedampers/duct smo c etectors City: „ter _ Slatecw ZIP: cr eat pump(site p an rcgaure ) --�- - Photic: I*ax: r- E-mail: install/replace furnacurner_..BTJ Including ductwork/vent liner U Yes U No CCB no.: ? � nsta /rep ace re locate heaters-suspen e(. Cit /metro lie.no.: y� wall,or floor mounted Name(please print): ,-,( f� - Vent for appliance other than furnace CONTAff PERSON e gerat on: / Absorption units Nadir: vtQis� !/l/��r Chillers------___-- - Address: -� -- Com ressors- - nv ronmental exhaust and ventilation: City: State: ZIP: , - Appliance vent + , Phone:_) Fax: F.-mail: )rycrex aust — - - oo s, 'ypc / I/res. tc ien iazmat hood fire suppression sysbvrn _ Namc:; G Ze-" j Lxhaust fan with single duct(hath fans) - Mailing address: -1-0 Exhaust system apart from citingTor�C— - City: r_ , Slate: ZIP: Fuelpiping andistribution(up to Tots) -/ - - -- lylx: LIY; NG Oil I'honc: f til F np,tiL lei pi in each additional over 4 out ets rocesspiping(scematicrequired) Name: Number of outlets -- --- - Other listedapp ince or equment: Address: Decorative fireplace City: State: 7_IP: -Insert- type Phone: _ Fax: I E-mail' oo stove/pc let stove _- Applicant's signature: Date: /A . /2 Ol er: µ Name(print): �' 1 Not nil)udxfletions accept credit cauda,pleas call jurisdiction for m+ae infmmation Permii fee.....................$ kzlzz UVisi, UMasterCard Notice:'i hisperrnitapplication Minimum fee................$ expires if n permit is not obtained Credit cud number, xp�_ within Igo days after it has been Plan revs�w cut _ %,) $ _ State sv(charge(8%)....$ Name of c-a ha r u a own on Jrcud- $ accepted as complete. i ) AL .......... $ -- --- (ardholdei signnturc _- Amount �� 4401017 IWx1K'oMl 197 �° MECHANICAL PERMIT FEES COMMERCIAL FEE SCHEDULE: 1 & 2 FAMILY DWELLING FEE SCHEDULE: TOTAL VALUATION: FEE: Description: Price Totai $1.00 to$5,000.00 Minimum fee$72.50 Table 1A Mechanir,al Code Qty (Ea) Amt $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and 1) Furnace to 100,000 BTU $1.52 for each additional$100.00 or Including ducts&vents 14.00 fraction thereof,to and Including 2) Furnace 100,000 BTU+ $10,000.00. Including ducts&vents 17 40 - $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and 3) Floor Furnace $1.54 for each additional$100.00 or including vent _ 14 00 fraction thereof,to and including 4) Suspended heater,wall heater $25,0 0.00. or floor mounted heater __,_ 14 00 _ $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and 5) Vent not Included In appliance permit $1.45 for each additional$100.00 or _ 680 fraction thereof,to and including 6) Repair units $50,900.00. 12.15 $50,001.00 and up $742.00 for the first$50,000.00 and Check all that apply: Boiler Heat Air $1.20 for each additional$100.00 or For Items 7-11,see or Pump Cond fraction thereof. footnotes below. Corn 7)<3HP;absorb unit ASSUMED VALUATIONS PER APPLIANCE: to 8)3-15 3-15 HP;absorb BTU - 14.00 - Value _ To- unit 100k to 500k BTU 25.60 Total � description: Qt al Amount 9)15-30 HP;absorb Furnace to 100,000 BTU,including 955 i unit.5-1 mil BTU_ 35.00 ducts&vents 10)30-50 HP;absorb Furnace>100,000 BTU Including 1,170 unit 1-1.75 mil BTU 52.2J ducts&vent, 11)>50HP:absorb Floor furnace including vent 955 unit>1.75 mil BTU _ 87.20 _ Suspended heater,wall heater or 955 12)Air handling unit to 10,000 CFM floor mounted heater 10.00 Vent not Included In applicance 445 13)Air handling unit 10,000 CFM+ permit -L G p 17.20 Repair units 805 <3 hp;absorb.unit, 955 14)Non-portable evaporate cooler to 100k BTU 10.00 3-15 hp;absorb.unit, 1,700 15)Vent fan connected to a single duct 101k to 500k BTU ZD 3v 60 Q 8.80 15-30 hp;absorb.unit,501k to 1 2,310 16)Ventilation system not included in _mil.BTU appliance permit 10.00 30-50 hp;absorb.unit, 3,400 `� 17)Hood served by mechanical exhaust 1000 1-1.75 mil.BTU 18)Domestic incinerators >50 hp;absorb.unit, 5,725 17.40 _ >1,75 mil.BTU 191 Commercial or Industrial type Incinerator Air handling unit 1910,000 cfm 656 / 69.95 _ Alr handling unit>10,000 cfm j/__ 1,170 20)Other units,Including wood stoves Non-portable evaporate cooler 656 _ 10.00 Vent fan connected to a sin ;e duct 446 _V 21)Gas piping one to four outlets Vent system not Included in 656 5.40 appliance ermit -_ 22)More than 4-pe,outlet(each) Hood served b mechanical exhaus' 656 _ 1.00 Domestic Incinerator 1,170 Mlniroum Permit Fee$72.50 SUBTOTAL: Commercial or Industrial Incinerator 4J90 _ _ S Other unit,Including wood stoves, 656 / v 8%State Surcharge Inseiis, C3as piping 1 4 outlets __ 360 _ 25%Plan Revie::F^e(of subtotal) Each additional outlet _ 63 Required for ALL commercial permits only TOTAL COMMERCIAL $ TOTAL RESIDENTIAL PERh11T FEE: $ '- VALUATION: _ _�� -- -. Other Inspections and Fees: 1 Inspections outside of normal bus'ness hours(minimum charge two hours) $72 50 per hour 2 Inspections for which no fee is specifically Indicated (minimum&,,ye.helf hour) $72 50 per hour 3 Additional plan review requirrd by changes.additions or revwio is to plans(miner m charge one-half hour)$'1 50 per hour 'State Contractor Boller Certincallon required for units s200k BTU. "Pesldential AJC requires site plan showing placement of unl I'\dsLg\formsvnech-fees.doc 10/15/00 7MTF7..®YlVE L.AARS MIGHTY `THERM Hydronic ° �► Butlers HH Hydronic Heating Boiler ►�v PH Hydronic Heating Boiler q1I with mounted pump Submittal Data Outdoor 1e Gas - Sizes 500-1825 L ---�7 12 A __.-.__•� �.r— 74 _1 �j �—w0,1 In 72 ,ern — Outdoor a -- --- - Sizes 2200-4500 Fmet z ASME 160 lb,working pressure Covered control box Flangedoonreclions Standard heatexchanger Redundant safety gas valve High gas pressure switch(28004 5 24V control system .Operelingoonlrol Pressure relief valve(75 PSI) Equipment Operating gas valve/pressure Manual reset high limit 115/230/24VIr,,nsformer regulator .Automatic reset high limit(2900.4500) Terminal strip Water flow sensing device .Manual"A'gas valve Temperature/pressure gauge Removable b,Irnr• 'ray(500.1925) .Manual pilot valve ontoff toggle switch Built-in draft hood .Manual shut-off valve 2 amp fuse(.500.1825) Glass lined cast Iron headers .Stainless steel burners 5 amp fuse(2200.4500) Non-combustible b;se(500.1825) External waterside gaskets Power on light 16R Net- Gas Water Inrut, Output Rating Connection Conn. Dimensions(Inches).. Shippinc Dimenslonal Models GTU/H BTU/H BTU/H Size(inches), Size, Weight Data --H-1--N PH' x 1000 100, x 1000 Natural, LP- (Inches). A B C V lbs ----- x- ura •- — 500 500 410 357 1 314 2 33314 393;4 ••-• ••.. 800 500 600 492 428 1 314 2 38314 44314 ••-- 910 715 715 586 510 1 314 2 441/1 50vit •••• --•• 995 850 850 697 606 1 314 2 50314 56314 •... •••. 1030 �f•1010 1010 828 720 1114 1 21f2 58 64 •••• •... 1180 1200 1200 984 856 1114 1 21r. 3611A 72111 •••. •... 1330 EF f IC t E NC•y M ;Tr) 1430 1430 1173 1020 1114 1114 21/2 76 82 •--• 1490 1670 1670 1370 1191 1112 1114 21r 85112 91,12 --•• •••• 1800 OhtTPUr �Np�t 1825 1825 1497 1302 1112 11/4 2112 92114 98114 .... .... 1600 �f, 2200 2205 1786 1553 1112;2 1112 4 65112 '73 2320 esr1� 10k) Ji % 2K 1 2745 2223 1933 11r212 11/2 4 78 E•5,n •••. •••• 2600 3200 3150 2552 2219 2 1112 4 88 951,7 •••• •... 2750 3500 3645 2952 2567 2/2112 2 4 1001;2 106 --•- •••• 3175 40():1 4050 3281 2853 21n 2 4 1101n 118 --•• 3380 4500 4500 3645 3170 2112 2 4 123 130/ri .... .... 3790 NOTES:1.Inpp..I and output muel be dwatod 4%per ION fast above Ha Weal when ku411od above 2000 Iht vMIWd• 2.panenw v ala naninal.3.units••1•• pompe add 551b�.for epee 500•t62s, 7bt IBR P•Iln 1.Fa olhar bo6ar rohngs: OUW Radiation rrfeee:ED1iW(L V- 16R.4.It. -- --� Roller NereopOwor Hp'33 475 . 160 150 6.When t'*o paa oon'!c ion Wee ere shoo r,the smaller apaLee Ir Ira standard pY kah,whits°.e larger W444 to ovtk-W If eueh 04 lour steps M CITYOF TIGARD PLUMBING PERMIT_ DEVELOPMENT SERVICES PERMIT#: PLM2000-00415 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 11/9/00 SITE ADDRESS: 12909 SIN 68TH PKWY PARCEL: 2S'101AD-03200 SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: JURISDICTION: TIG CLASS Or WORK: NEW GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: OCCUPANCY GRP: B FLOOR DRAINS: TRAPS: STORIES: WATER HEATERS: CATCH BASINS: FIXTURES _ LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEWER LINE: ft WATER CLOSETS: WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Remarks: Site utilities for domestic water only. FEES Owner: -- Type By Date Amount Receipt PACIFIC REALTY ASSOC LP PRMT CTR 11/9/00 $147.80 27200000000 15350 SW SEQUOIA PKWY #300 5PCT CTR 11/9/00 $11.82 27200000000 TIGARD, OR 97223 _ Total $159.62 Phone 1: Contractor: DEAN WARREN PLUMBING 3111 SE 13TH PORTLAND. OR 97202 REQUIRED INSPECTIONS Phone 1: 236-4152 Water Service Insp Reg#: LIC 172 Final Inspection PLM 26-83PB This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws All work will be done in accordance with approvea plans. This permit will e=xpire if work is not started within 180 days of issuance, or if work is suspended fog moie than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR L52-0001-0010 through OAR 952-0001-0080. You may obtain copies of these rules or dir.ct questions to OUNC by calling (503) 246-1987. C Utz. z-P Issue Y: c Permittee Signature: ft- u2-�� jz�-,, z Call (503) -4175 by 7:00 P.M. for an inspection needed the next business clay 503236_1773 _ DEAN WARREN PLBG CO. F-149 T-787 P-002002 NOl1 09 100 11:32 —....�..... ..�-.. •..•u rr.r+'J.s^ r�r r+i�. ...O V.Y ,�Al2 UC ♦/.1./4tp .,,��.... _°.lwa- nb Penn --n—i^t Application-- n.m�av (^(, a, �u� - city of Tig" SamePwraiiuo.: 8ulldirrepr"nitva.: Au3rca : :11 7_'SW Hatt Blvd,S'igrnl.OR 9722'r f4n1 a; gt� dares: no47Y8.,d Inrnno: ;70'3) 6MP� 1�1 _......_ _. f=y: ;5U S9st-1960 L)atelsaur�f: � Sy: Rcmutua: ria rile an.: Lapproval P"y°°eax typo and use approv al _� — - -_ C.orttrcu x!'inrLutt,tal J h+[nl rlafftily (a Toa wt ituj'4 nur 1 J 1 4 2 rumay dwailing or acceao[y � m"har:—___- _ --j��flew c:net!socri�+t U{rdditictrJalherntiom/rrplacmamtc C11=�:ad sarv+ltx sv►t at,� pwt: v�f Y Dwees an F�ootiaa.) T1rla1 T --- 'Vew i_�_ `d`.I d *lp UMP Butte no.: ,._ (9nclodm16111lt.[tcrr«Jh�llltyam�IRetlr►a) I ax mn Ftnx lc.t/accctwt nn.. !NCTr15 I01/19x71.2 .li08^ s'rSSR 1)bath, i ,JML_3�j badV-, rry/crnem O vti t*. TJY rI TZAIItulit►dtriiaTbsiatl3�t 12tH ...M. - 1 man of wuctc as p ��D $_tom_��r r tom•+-�r � 75-t. {LWcu t ,]etcYipdvn Catch hcu WMrndMiU O _ _ -�z.�_.._ - rj�}„Meii�lOach f►tttltzcn�c 1:lrain,_ ...+.T-- a bac,dale of.;VAU leduaAmIleadow. - (run drata no_Iln_fle_)'� �+ lNauntl9tW►reo-- -=uAl3pe�. _,,,.,..�.t�....._{ Huxuust r.tUuo: O k MIV{RRer.) Pt.��t A idtcs - \` - ~{� Itaio .tn ascot t r ;�.,._.•I StEde� IP: 3msawer iioa�fto �---1------; L �.. 9nipn im"r na n R.t ('trona; --t. �,''. )rttt: 7 •- . .�.. g,.�-r�---^ mater, samtxt(nMo„•�n.�"_..�,.' ...,.�...�..`.'." r-B Rio.; '�� i F __ Piuutb.hat.car airy 7 or ltemt t �ityJlmatm ttc oa.: ...1✓ S'i Ab d=,,-Auve 'Controctors zap:csentadYEtn�attuta. w `v- - Aac1t pteveaWtt _-- - -^.� --•- - -• �Pturt S __ •:r a 'r Dirtn', t fir water valveMWA BhsawrTVaU� �lertut: __,-Y.;, f 1 }'�.,__r___�-�-:��.:'-•-ZP----------- �ddross: -.. -- - ---•M n ng f .,� -- ---- 4�toZP: _ �'ccwrslsuttc aum a] i 3 rt ......... -- --... fahor►e• lh;: $.ttcuil: o P-tXturCllCwOC�� ( PACIFIC-iG 99A(.Tr- �iS ac r�Ttrs r �.1' �c t �aitlkilh�b�� r .an�r i»rut): Nom' :c{.lresa:.15AsoSW 7i&ot.rotP P*4khKur.T�Ej�^eem bibb AVice; 7 S.�l Ice Ahane:�o�•f.2i1 63t1r Pox:GZ4•"f�s5 l<.rrrall:� tune tc Avner inatallauorvt emlderttfal •nainte+sncn only: The aftrel. v1.1'gat marlr,by fit of Urn tAalnrenanc c atut r spat.mn.1a'.)y riyragitiw i Phot dtrJo- xrtrocrcl��1�� ernPluyrte un the pmpatty w own at per ORS Chapter•.47. '!ri a t)v,•ttera t Arte:� �� __ --- lrba/. nwenmw►truitti -44-- UM Q030% �+.rldrLts: cY�7b lbMl *AcJ�taO/r t' 'S T �t U_goWe9tEN 4ra[e:rila�= �70 1 ` vier.-—•-... ..., ,.-• w� »i'hwte:�9-szi.�__,_,_�'S �Fnxc,�ti•t t�.$�' �-r'tudl: --- - Minimum fee............. Ira a N��art trwNmlM.map arneh eordi.pleaA let lu VUUcc:Ines pnmott ftp{t( ti0a . at 9i1 0 Mut*rcmd � J vlrs mpims if a permit in est 0111111M, an i!v h i rartl w,.nar____._.._,...... _—•— ---•-�1----� wit0in IdA days Hila it hta bseen �IAIe su�harge(996}.....9 •--�-�- i .iat-+tu teroonxn+i .i CITYOF TIGARD BUILDING PERMIT T PERMIT#: BUP2000-00406 DEVELOPMENT SERVICES DATE ISSUED: 9/26/00 13125 SW Hall Blvd.,Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S10IAD-03200 SITE )DRESS: 12909 SW 68TH PKWY SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: JURISDIC'ION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL_ CONSTRUCTION CLASS OF WORK. OTR FIRST: sf N: S. E: W: TYPE OF USE: COM SECOND: sf _ PROJECT OPENINGS? TYPE OF CONST: sf N: S: _ E: W: OCCUPANCY GRP: TOTAL AREA: 0.00 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOW HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: _ READ SETBACKS _ _ _ _ REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: i SMOK DE r:_ _ DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO TORR: PARKING: VAI ''E: Remarks: DEMO -290 sq.ft. shed. No erosion control necessary. Owner: Contractor: PACIFIC; REALTY ASSOC LP ROTSCHY INC 15550 SW SEQUOIA PKWY #300 22525 NE GARNER RD TIGARD, OR 97223 YACOLT,WA 98675 Phone: Phone: 360-696.3072 Reg #: LIC 95682 _ FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Final Inspection PRMT CTR 9/12,6/00 $62.50 27200000000 5PCT CTR �j'/26/00 $5.00 27200000000 Total $67.50 This permit is issued subject to the regulations containers in the Tigard Municipal Code, State of OR. Specialty Codes and all rather applicable law. All work will be done in accordance with approv^d plans, This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTEN rlON: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. These rules are set forth in OAR 952-001-0010 through OAR 952-001-1987. You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987. Pe rm Itee 2 Signature: Issued By: �J Call 639-4175 by 7 p.m. for an inspection the next bu ;iness day CITY OF TIGARD Cemmercial Building Permit Application Plan Check# 13125 SW HALL BLVD. Tenant Improvement Recd By-yvL;t Date TIGARO, CR 97223 Date to P.E. (503) 639-4171 Date to DST Print or Type Permit noo ® o(e Related SW # Incomplete or illegible applications wili not be accepted Called Name of Development/Project -- _ Existing Building New Building ❑ Job :5HCD p�MO w-ri o N Address Street Address Suite Building G6vU f wv s Data Bldg# Gty/S'ate Zip - Existing Use of Buily rig or Property: n CAyr D A2. Sib G Sffc� Name Proposed Use of Building or Property Property (0 - &4-t,7)e ^50C LP Owner Mailttg Address Suite /UO(JC- .•moo tg�F A)6,^l0 15 p5x0StJ*0vom- ?tee,( 'err, No. Of Stories: CltyrState Zip Phone 1 )P,�OYLMO 0 1,7&� 5"3 4.24.630 Sq. Ft. Of Project: 2 410 Occupant Name , NON E Occupancy Class(es) - - 'v /A Name AJ Contractor 7omc,ll r , (NG_ Types of Construction Prior to permit N�.:!11nn Addr,as Suite A _ issuance,a copyr0 x �x�iD Will this project have a Fi a Suppression System? % w '�tt of all licenses Yes ❑ No are required If City/State Zip Phone expired In C.O.T. Americans with Disabilities Art(ADA) database YA-f-1°� wA q P61 S (,-wz Valuation X 25%= $ Participation Oregon Const.Cont.Board LIc.# Exp.Date I Complete Accessibili Form ZV 4 g5E02- ,2/Z D( Project $ NI Name Valuation s�C`M9� DNC.Y Architect A f _ — Plans Required: See Matrix for number of sets to submit Mailing Address Suite on back I (fity/State Zip Phone I hereby acknowledge that I have read this application,that the information given Is correct,that I am the owner or authorized agent of the owner,and Engineer Name that plans submitted are In compliance with Oregon State L,tws. �/ Signature of Ownn;�t/ nt Date Ale-04LRW�,-�f l�S7�G Mailing Address Suite JLC �17`�UU Contact Person Nme Phone 11 City/State Zip Phone ilg-� �j. Krk t PP4 " r06 S-03- 1 L) FOR OFFICE USE ONLY _ Indicate type of work New O Addition O Demolition)k MaprTL# Land Use: Accessory Structure O Foundation Only O Alteration O Repair O Other O Notes — Description of work: �M OC.t T'yoN �'�R�4ke Nt'D TIF: ----- — -- Note: Site Work Penult Application must precede or accompany Building Permit Application I\COMNEWTI DOC (ID T) 5198 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Reviev; is dependent upon submittal of BOTH plans AND a COMPLETED application. For an electrical submittal, the application must contain the Signature of the supervising electrician before plan review will be conducted. After plan review approval, Plar.s Examiner will contact the applicant to request additional plan sets for distribution purposes. (Copy for Contractor, City, Washington county, Tualatin Valley Fire & Rescue) -- — — Total # of TYPE OF SUBMITTAL Plans KEY: submitted S (Private) 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) —2 Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Building *B or B & M (Alt) P (Alt) 3 +B & M & P & E(Alt) 3 "B & M & P & E & RAN 3 NOTES, "Shaded areas designate ALT submittals only. I\dsts\fomis\matrxccm doc 10/30/9f3 CITYOF TIGARD __ SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR2000-00386 13125 SW Ha!1 Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 1/4/01 PARCEL: 2S 101 AD-03200 SITE ADDRESS; 12909 SW 68TH PKWY SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT: JURISDICTION: TIG TENANT NAME: USA NO: FIXTURE UNITS: 259 CLASS OF WORK: NEW DWELLING UNITS: 5 TYPE OF USE: COM NO. OF BUILDINGS: 1 INSTALL TYPE: I_TPSWR IMPERV SURFACE: Remarks: Sewer permit for new commercial office building. Per Randy Cunningham, USA, okay to transfer capped fixture credits from 6600 SW Hampton St to this address since it Is tapping into same service, They are still subject to the increase of 5 EDU's for the additional fixtures above the amount of the capped fixtures. Owner: FEES PACIFIC REALTY ASSOC LP —�� 15350 SW SEQUOIA PKWY #300 Type By Date _ Amount Receipt TIGARD OR 97223 PRMT C1 R 1/4/01 $11,500.00 27200100000 Total $11,500.00 Phone: -- '— —+ Contractor: Phone: Reg #: Required Inspections Sewer Inspection This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 180 days from the Cate issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given,the installer shall prospect 3 feet in all directions from the distance given. If not so Ionated, the installer shall purchase a"Tap and Side Sewer" Permit and the Agency will install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Uti,ity Notification Center Those rules are set forth in OAR 952-OU1-0010 through OA 001-0080 You may obtain copies of these rules or direct questions to OUNC by calling (50Z246-198 ) Issued by: ,�j 1y� /--- Permittee Signatur Call (503) 639-4175 by 7:00 P.M. for an inspection needed th next business alay MEMORANDUM rz t1M - od . 3!o TO: Seww_Tatty i e FROM: Debbie Adamski DATE: January 5. 2001 RE: 6600 SW Hampton St 2909 SW 68"' Parkway Per Accounting, there are two meters located at 6600 SW Hampton, each meter is being billed for 11 EDU's. One of the building: is being demo'd and the other is to remain. in the w,,Ik-thru to determine the fixture count for credits of capped fixtures, the fixture count came nut to 17 EDU's, but accounting was only billing them for 11 EDU's. USA would only authorize credit for what they were being billed for. Per Gary Lampella, Randy Cunningham with Unified Sewerage Agency, has authorized us to transfer the 11 EDU credits from the demo work on 6600 S\N Hampton to the new building on 12909 SIN 68th Parkway. 12/_9/00 12:58 FAX 503 624 7755 PACTRUST + GROUP MACKENZIE A002 )e 774,P� A:cumulattive Sewer Tally This SV11R# enant Name: This pL"#: 400 - ,D S�Ge fo \ddress:_f�JQO -rte ____----- PrwAous Credit Capped FixUAM Fixhues New total New =ixture Value pmvious added tit; total a Value Cappcd off%i.lue � value values Count off tis count 3aptistrylFont _ ,4 -"- — Bath-Tub/Shower — 4 lacuzzi/Whlrlpool 4 _ Car Wash-Each Stall 6 Drive Throu h� 16 _ Cuspidor/Water Aspirator 1 �/ Dishwasher• Commercial 4 -Domestic _ 2 Drinking Fountain ,1 �2 _ Eye Wash _ _ 1 '-- Floor Oravftrik -2 inch 2__ �... 3 inch 5 — 4 inch V 6 — Car Wash Drn 6 --� Garbage Disposal 1E Uomestic(to 3l4 HP) commercial(to 5 HP 32 --- T� Industrial(over 5 HP) 46 - ---- -� -- Ice.Machine/Refrigaratnr Drains` 1 _ - Oil Sep LGes Station) Rec.Vehicle Ourrp Station 16 — Shower-Gang (Per Head 1 __- _� Stall 2 -- Sink Badl_avRton 2 � -- t3radley — Commarclal _ — _- - Service --�2 — - swimming Pool Filter Washer•Clothes -- Water Extractor 6 _--- Water Closet- Toilnt -- unral� — .---- --8 -- - �#` - — -- TOTALS - Total fixture values:____ � ,divided by 16 =_ 1_ _EDU HISTORY PLM# EDU# SVV11" _ _ P_LM# EQU# _ SWR# - —--- PLM_# — - EDU# PI-M# cDU#_� SWR#_ - EDU# S1NR# - - — PLM'atu_ -- -- EDIJ# SVVR#_� PLNi# --- -- -- _ -- -- PLM# EDU# SWR# - EDU# SWR# I:�dshVwnah dx - ------ TIT, noir arae rno Yv,1 e1!ZT 1&4 00/GZ/Z t r(�EGI/ Ql�l�L'��llt�T '/Accumulative Sewer Tally _.rant Name: This SWR# o20�D 4ddress: /A 901 ra� This PLM# a DDD _i��1`x.31 =ixture Value Previous Previous Credits Capped Fixtures Fixtures New total New # Value Cappec, off value added# added #s total Count off#s count value values 3aptistry/F,mt 4 3ath-Tub/Shower 4 -Jacr czi/Whirl ool 4 '.ar Wash-Each Stall6 Drive Through - 16 _ :uspidorMater Aspirator __ 1 Dishwasher-Commercial 4 -Domestic 2 Drinking Fountain 1 y - Eve Wash 1 -- rloor Drain/sink •2 inch 2 3 inch 5 4 inch 6 -' -Car Wash Drn 6 - 3arbage Disposal 16 Domestic(to 3/4 HP) - Commercial(to 5 HP) 32 - Industrial(over 5 HP) 48 Ice Ma,hine/Refrigerator Drains 1 -- Oil Sep(Gas Station) 6 Rec.Vehicle Dump Station 16 - Shower-Gang(Per Head) 1 -Stall 2 Sink-Bar/Lavatory 2 Bradley 5 -- Commercial ,7 4 3 �_— Service _ 3 - Swimming Pool Filter 1 _— Nasher-Clothes 6 — nater Extractor 6 -- Nater Closet-_Toilet _ 6_ a iy Irinal 6 TOTALS q Total fixture values: / divided by 16 = �6 , 12 EDU r f-d"ic-t"A- .�T GG��^ fbu 'S HISTORY 4// PLM' EDU# SWR# PLM# EDU# SWR# P_LM# ED_U# SWR# - PLM# EDU# _ SWR#_ PLM# EDU# SV.,R_# PLM# EDU# SWR# PLM# EDU# _ SMI PLM# EDU# SWR# " �Wxtsbwrtaly dcc 16- 4-1 4-1 p o 4Z o 4 O U � ro O a n _� ox o H199 -- � j-- 11 l �H1fl4 lo ♦ J CO (D _. J CD Ll L Tas �� TIGARD �� ELECT'RiCAL PERMIT \ T PERMITM ELC2001-00011 DEVELOPMENT SERVICES DATE ISSUED: 1/25/01 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101AD 03200 SITE ADDRESS: 12909 SW 68TH PKWY SUBDIVISION: TIGARD OFFICE BUILDING ZONING: MUE BLOCK: LOT : ,'URISDICTION: TIG Proiect Description: Electrical work associated with construction of new office building. RESIDENTIAL UNIT TEMP SRVC/FEEDERS _ MISCELLANEOU-c 1000 SF OR LESS: 0 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp. SIGNAL/PANEL: MANF HM/SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER- PER INSPECTION: 201 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: _ PLAN REVIEW SECTION _ _ 1000+ amp/volt: J —4 RES UNITS: > 600 VOLT NOMINA_L: _ Reconnect only: — SVC/FDR >= 225 AMPS_ _CLASS AREA/SPEC OCC: V_, Owner: Contractor: PACIFIC REALTY ASSOCIATION BACHOFNER ELECTRIC INC 15.3.50 SW SEQUOIA PKWY STE #300 55 SE MAIN TIGARD, OR 97223 PORTLAND. OR 97214 Phone: Phone: 233-2006 Reg#: LIC 00044569 SUP 2808S ELE 26-4510 _ FEES Required Inspections Type By Date Amount Receipt Y r - I Ceiling Cover PRMT DLH 1/10/01 $1,829.80 27200100001 Wall Cover PICK DLH 1/10/01 $45".45 2720010000( Underground Cover 5PCT DLH 1/10/01 $146.38 2720010000( Elect'I Service Elect'I Final Total $2,433.63 This Penna is issued subject to the regulations contained in the Tgard Municipal Code State of OR Specialty Codes and all other applicable laws All work will be done in accx)rdance with approved plans chis permit will expire if work is not started within 180 days of issuance,or if work is suspended for mor: than 180 days. ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952001-0080 You may obtain copies of these rules or direct questions to OUNC at(503) 246.1987 _ PERMITTEE'S SIGNATURE4�- J� ISSUED �Y: A"LAU . � OW14ER INSTALLATION ONLY The installation is being made on property I own whish is no, intended for sale, lease, or ren' OWNER'S SIGNATURE: _ DATE:_ CONTRACTOR INSTALLATION ONLY _ SIGNATURE OF SUPR. ELEC'N: y��. io-.mac DATO: LICENSE NO: _.A _-- v------ �� — - ---- ----- Call 639-4175 by 7:00pm for an inspection the next business day Electrical Permit Application Rt- tt►r' nDaterecel%-A: Pertnitno.:� 117 City of Tigard Projecl/appl.no.: - Expire date: Address: 13125 SW Hall Blvd,Tiger pR 9722, 11 Dsteissucd: By: Receiptno.: CiyofTigard xj}�YV 4 Phone: (503) 639-4171 Case file no.: Payment type: Fax: (503) 598-1960 COMMUI1II1 ut.r�..•- •'tl i Land use approval: ❑1 &2 family dwell ..,g or accessory CommerciaUindustrial U Multi-family U'renan! improvernent 0 New construction U Addition/alteration/replace tile U Other: _ -_ _ U Pallial 11 1 1 Job address:! p "W 8 _ Bldg.no•: Suite,no.: Tax map/tax loijacrou 1 no.: -- Lot: Block: Subdivision: — -- -- Project name: a D^scription and location of work on premises: Estimated date of completion/inspection: FEE-SCHEDULE 1 ' 1 I ee M11ax Job no: Description (?ty. (c2) 7_,0121 n00.insp Business name: gachof nee Electric -- new rr<iacntial-single or mulu-ramuy per Address: 55 RE Main dwelling unit.Includes atlached garage. Cil : Portland State: ZIP: Service Included:y 1000 sq.f1 or less —_4 Phone: 233-'20Q6 Fax: E-mail: Each additional 500 t .ft.or onion thereof CCB no.: 44569 I:lec.bus.lic.no: 26_451C Limited energy,residential 2 C�Ntute o tic.no.: Limited energy,nonresidential _2— Each manufacture 1 home or modular dwelling - Date Service end/orfeeder 2 f superyising electrician(requi ) _-_ Services orfeeders-installation, Sup elect name(print) Wlll iam Baehotner 280 S alteration or relocation: 1 1 r 200 amps or less 2 201 amps to 4(10 amps 2 Name(print): __ - 401 amps to 6'��amps — 2 Mailing address: _ _ __ 601 amps to 1100 amps 2 5lalC: ZIP Over 1000&1 lips or volts 2 City: _ ��— Phone: Fax: E-mail: Recnnnectonly Temporary aerrlcea or feeders- Owner installation: itis installation is being made on property I own Installation alteratlon,orrelocation: which is not intended for sale.II rent,or exchange according to 2(x1 amps 0t less _-_, 2 ORS 447,455,479,670,701. 201 amps to 400 amps - _ 2 Owner's signature: Dale: 401 to 600 ams 2 110110 a Branch circuits-new,attenllon, 01 exlenslon per panel: Natne: A I•ec fur branch circuitsµtib purchase of -- service or feeder fee,each branch circuit Address: - - - �, B I'ec for M such circuits without purchase 2 Ci(y-_ _ State: ZI1• _ — of service or feeder fee•first branch circuit: Phone: I', mall fach additional hunch circus Mtile.(se nIccorfeeder not includedh perch p e opump or irrigation circle - ---- U Service. 225 angx onm , u rcr,t� U Hr nub care facduy fiach sign it—outline lighting U servire over 120 amps-rnting of IM U llay.drdouslocallon Signal cucuiil.:)or a limited energy panel, family dwellings U Butioing over 10,000%clwur Icer Inti a B 2 (a U Ser ste dell G(10 volts nonuna! more residential units in one structure alteration,or extemton• U It ildingover three stones U Veedei%.VX)amps ormore -scn tion __ .--. - -- ---- - U(kcupant Inad over 94 persons U Manufactured structures or RV park fish additional in%peetion over the allowable In any of the alcove: U Itgresshrghringplan U other _ _._ per inspection -- Submit 121-sets of plan%with any of the above. Investigation fee _ -- -- -- 11te above are no(applicable 1.0 ter.- �rary construction alrrvkother e. -- - - �- - _ -- _---- _ _ Pennufcc.............• NM all lunrdictirxu accept crerhr curb.plety call)uriyhcum fox more infrxmation Notice:•I1lis permit application Plan review(al - .------ Uvisa U MasterCard withiexpirn if t►permit a not sbeen obtained State survilarge(9%) uredo cad number _ within 180 it days eller it has Iran TOTAL - ------ txpire� accepted its complete $ - ___V_ �am �.neer u shown on crrdlt cater -- Sr-= r� � &� mount JJnJhI51M111/('111.1� Cr2dholder signature Electrical Permit Fees: Limited Energy Fees: --- -- TYPE OF WORK INVOLVED -RESIDENTIAL ONLY Complete Fee Schedule Below: Restricted Energy Fee........................................... .......... $75.Ou Number of Inspections per permit allowed (FOR AI_L SYSTEMS) Service included: Items Cost Total Check Type of Work Involve-;. Residential-per unit $145 15 4 Audio and Stereo Systems 1000 sq Mor less -- Each additional 500 sq It or 1 portion thereof _ $33 40 _ Burglar Alarm Limited Energy — $75.00 -Each Manufd dome or Modular Garage Door Opener' Dwelling Service or Feeder _ $90 90 _ -- 2 Services or Feeders E-] Heating,Ventilation and Air Conditioning System' Installation,alteration,or relocalion 200 amps or less _ $8030 RjKa 2 Vacuum Systems' 201 amps to 400 amps $106.85 2 401 amps to 600 amps $160. -- 60 2 - - 2 Other 601 amps to 1000 amps w—_ $24060 _ Over 1000 amps or volts $454 05 ('2K ' -- Reconnect only $6685 2 Temporary Services or Feeders TYPE OF WORK INVOLVED -COMMERCIAL ONLY Installation,alteration,o, relo(ation2 Fee for each system.......................................................... $75 OU 200 amps or less $66.85 --_-- 7 (SEE OAR 918-260-260) 201 amps to 400 amp, $100 30 _ 401 amps to 600 amps $133 75 —__ , Check Type of Work Involved: Over 600 amps to 1000 volts see"b"above. Audio and Stereo Systems Branch Circuits New,alteration or extension per panel Boiler Controls a)The lee for branch circuits with purchase of service or F-] Clock Systems feeder fee. Fach branch circuit - $6,65 3�9 /O 2 Data Telecommunication Installation b)T tie lee fur branch umuit; without purchase of service or feeder fee. Fire Alarm Installation First branch circuit $4685 Each additional branch circuit — _ $6155 HVAC Miscellaneous ❑ (Service or feeder not Included) Instrumentation Each pump or irrigation circle $5340 _ Each sign or outline lighting $5340i ntercom and Paging Systems Signal circuits)Or a limited energy panel,alteration or extension $1500 Landscape Irrigation Control' Minor Labels(10) — S12500 Each additional Inspection over Medical the allowable In any of the above Per inspection $6250 - ❑ Nurse Calls Ile.,hour $62-50 In Plant $73.75 ❑ Outdoor Landscape Lighting' Fees: Protective Signaling L Iter total of above fees $�8 � Other n%State£ $urcharpe Number of Systems 25%Plan Review Fee -- - - - See"Plan Review"section on $ 57 4 ' No licenses are required Licenses are required for all other Installations front of application , Total Balance Due $0 ;43A iJ Fees: Filter tntal of above fees : -- ❑ Trust Account t7 __ J J 85:State Surcharge = -- — __ Total E3alance Due S — .,,r'(emsklc-fcc%doc 10/09/00 Main Office Salem Office Bend Office P.O.Box 23814 4060 Hudson Ave.,NE P.G.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson TestinQ Ind.♦ Phone(503)684-3460 Phone(503)589.1252 Phone(541)330-9155 a� FAX(503)684-0954 FAX(5()3)589.1309 FAX(541)330-9163 peer FINAL SUMMARY LETTER August 8, 2001 T0006035 City of Tigard 13125 SW Hall Blvd., Tigard. OR 97223-8149 FILE COPY Attn: Building Department Re: Tigard Office Building 12909 SW 68"' Parkway- Tigard, OR Permit No.. BUP2000-00367 Dear Sir or Madam. This is to certify that in accordance with Section 1701 of the Uniform Building Code and Chapter 24.20, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: ✓ Reinforcing Steel v Concrete—Compressive Strcngth Testing ✓ Installation of Cast-in-place Anchors V Structural Steel —Shop and Field, Includes Verification of Welder Certifications,Material Certifications and Weld Procedures ✓Installation of High Strength Bolts V Fireproofing All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office Respectf ly submitted, CARLS TESTING. INC. Jar dietpas Q al rance Manager JFH cc Pactrust Baugh Construction Co Group Mackenzie Cary Kopczynski & Co. Curtis Beattie & Associates P WOR D%RF PORT MFINLTRI70009011) CITYO F T I GA R D ELECTRICAL PERMIT PERMIT#: ELC2001-00475 DEVELOPMENT SERVICES DATE ISSUED: 9/26/01 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 PARCEL: 2S101AD-03200 SITE ADDRESS: 12909 SW 68TH PKWY SUBDIVISION: TIGARD OFFICE BUIL-DING ZONING: MUE BLOCK: LOT : JURISDICTION: TIG Proiect Description: Installation of remote power service located next to sidewalk. RESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/Slv,:,/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS _ ADD'L INSPECTIONS 0 - 200 amp: 1 W/SERVICE OR FEEDER: 1 PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: SVC/FDR >=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: PACIFIC REALTY ASSOCIATION H + Ii ELECTRIC PO BOX 30868 PORTLAND, OR 97230 Phone: Phone: 253-0425 Reg #: LIC 00050449 ELE 9-93C FEES Required Inspections Type By Date Amount Receipt Elect'I Service PRMT CTR 9/26/01! $86.95 2720010000( Elect'I Final 5PCT CTR 9126/01 S 6 95 27200 10000( Total $93.90 This Permit Is issued subject to the regulations contai,.. . in the Tigard Municipal Code,State of OR. Specialty Codes and all other applicable lbws. All work will be done in accordance with approved plans. This permit will expire If work Is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth In OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to Permit SignaWre: ` 1 ?-6 -d r Issued By: T} OWNER INSTALLATION ONLY The installation is i;:,ing mare on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE_: DATE: _ CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: _ 11 DATE:— LICENSE NO: ---- Call 639-4175 by 7:00pm for an Inspection the next business day 09/25/2001 12:08 FAX 5035961960 CITY OF TIGARD leiuux Eleetriad Permit Application - r>>a•,received:yl Par=w.- CLQ -0 5 �,IC UA 1 lg7ai"ur / PrgecNappl.ee.: 6cpae date: CiryofTigard Address- 13125 SW Hall Blvd Tlgmd,OR 97223 fJateiuual: _ By: Reaiptaa.., Phone: (503)639-4171 Fax: (503)598-1960 �n fik tlo.:�_ Paymeslt type: Lund use approval: 0 l k 2 fouuly dwalivag or acccuary 0 C0n'attereiel/induiitnal Q Multr-family 0 Tenant improvement 0 New construction Ce A4dition/alwr&ti=,rplet=mcnt 0 Other.__ 0 Yudal Job address ! 9.,, ,r,y! S TI %k+✓ti —_ B ao.: - Suirc ne _ Tax ria tau ledaccount no.: Lot: Il Ina: Subdivision: p"C_—t natnr: Desai 'on and loration of woriniies: n pmrni ,Qc,n..fc �e1ya'�SG�cy�c .vex Gal�rnat<'l�date Job tits: , J I _ Fee Man N ness name: ro�Mi6al• •r Ms ress; .�'c) o O d _ M•!�ttlt.lesetai•a aouelootlBrswe•. CAT ,1 r: $tltc e),,. ZIP: �!,, •j y �..tcebrrlrAdr Phone:p g• o y Fat s°I Cd, Email: 1000 s9 R.a kss _ + CC•B no.: c 5 t Elec.btu.lie,no: c .. y„d 300 fl of a:.t.�r - t imved relay.nudcanal 2 Ci lk n0.: OtU / 4 Umieed 2 / , / ° - L FuA mannt•etund Aon+e or nmdelirtdwJhey --- ---- ----- S' re au e • rsn(•eowred) MenSavfosand/ar►aeda 2 £ Binet nage fpriat)<" }C r G V'• l�taeeo oo: I °r ■Nendig°er roktiti�: 1 c 200mpg aka I <S�j $� 2 Name(Print): ?OI ctttps a 400 arra' - -- Mailing+addicss: 401 mewamp 2 Stater 7 -ore.oto 2 art4•a colo 2 Phone: Fax- E-mail K.Commlody 1 T ••r•kM ar tttelMt•• - Owdter installallvtt:The installaticm is bang tnadt on lnCpctty 1 nwu n which ra not inttndcd fin sak,leas,rent yr exchange according to MM'tlstlett►rtl4taMorr oetebollere QRS 44.7.455,479,670.101. -M wmM or Len — -------- 2 201 unpe to 400 amps Owner's s2 i true: -— ---_ - C: and tg600am - — --Z--- X;W onv,• ee. tw exaruim pre psiiiieM rlttme: _ __ A Fee Mr bnnclicl=Its with purchase of ;r Addrest. - unite at feeder No,wwA bmrw+i 6m-wt f Car r 2 Cj State: Z1P: N Fm roe be-wi am-wts widmi pnrrinr- Pho Fru: E-mail: -- -- _ of s•rvig•or ruder fee &st breacb curie 2 6meb additional branch ciawt. onpsaneeneroa -cutK( K soseeldd): 4 Sav%ve9•a22.4l 9 WmIthtkiiry @zcb Wmporlmpwon.-Wei � 2 0 savene uvu 320 emper%Aq of 1&2 O"wardwte looman Pwb sip m nudes blung 2 fsmrlydwdLop U Butlt?alt over 10.000 wean feel tour or Slirtial circuit(s)or a lilnted merry Vitriol. — J System over 6W vola noro net more t•rsWenual ado in one suuUum almrsuat,or annum* 2 ,J Bulld I overlhtee miso Q Fetaler•.400 anp at next O rkrupagr load ova 99 pasoro O Msoufecnned strica i or RV put eke°vee des wary I,arre✓Itahtingplea CI()stied. _-----�..�------ pwins log F—T_-._.T_::I=— Sirsb" ts•N of PUM W"my of t h tstoese. lawcsn6atwn Dee nw r6ao Chtree s Prmttt fee ........ ... .... ..S 86 .- _ Nor dt pN6Qlgaf wxvia realal trdd nlreaR cell iwrwtirnew r4v were ir./erR.ardert �:Y 1"haIr atpllrAtrdx 0 Vin UMutertwd rs if a�rt is not obtained ��tC�!W(ll ----�-- CM&I rod rorbsr., — within ISO doyt after.t has be" .Stair%mcharrgr(8%) S aaepted as cunwkte. TOO AI. .......................S 3 ?L' CITY OF T."ARD BUILDING INSPECTION DIVISION MST 24-Hour Inspectic-i Line: 639-4175 Business Line: 639-4171 BUP Date R(-i uested alb I �AM PM BLD Locationbq ��y�l �qSuite MEC Contact Person _ Ph PLM Contractor Ph —_ SWR — BUILDING— Tenant/Owner -_ _ ELC - Retaining Wall ELR - -- Footing Accesc FPS Foundation ---- — Ftg Drain SGN Crawl Drain Inspection Notes - Slate I _-_ - --_._ SIT - Post& Beam Ext Sheath/Shear Int Sheath/hear Framing --- ------ ------------- ---- ----- ----- Insulation Drywall Nailing - Firewall Fire Sprinkler ------ ---- - --- --- --- --- - --- -- - --- Fire Alarm Susp'd Ceiling ---- -- -- --- _ -- - -.- -- ---- --- - Roof MlW - ------- - --- -- ---- ------ - ------- _ -- PART FAIL ------- ------- ----- -- -- --- ------- - -0WIMBING Post8 Beam -------------------- .-. -----__ --------_- -- -- - Under Slab _ _ -- --- -- -- ---- ---- - - -------- Top Out Water Service Sanitary SFS fer Rain Drains Final PASS PART FAIL _ MECHANICAL Post& Beam ---- --_---- -- -- --- Rough In Gas Line - -- - - -�-- --- --- Smoke Dampers Final --- -- J — --! PASS PART FAIL ELECTRICAL _- - --- -- ---- Service -- -- - - -- - _ -. Rough In UG/Slab _-._--- --.-- _ -_- -- Low Voltage Fire Alarm , - --- - ---- -- _ ----- - - Final PASS PART FAILSITE Backfill/Grading - - _ _-- -----_-- - ---- Sanitary Sewer Storm Drain [ J Reinspection fee of$ - required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ J Please call for reinspection RE._ [ J Unable to Inspect-no access ADA Approach/Sidewalk DateG? Inspe�tnir �''�- - Ext 01her --� _ - -_. Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST ►v �' 24-Hozzir Inspection Line: 639-4175 a Business Line: 635-4171 BUP _ Date Requested c( —/o AM PM C."(f BLD L� i` G `� _ w�,�,_ Suite MEG' ;2OOo ooSZ I .3 Location`__ Contact Person C1 - Ph / 1 9 9 PLM Contractor �% ' _ Ph __ SWR BUILDING Ten �•antlOwneELC Retaining Wall ELR _ Footing Access: FPS Foundation --'— — Fog Drain SGN Crawl Drain Inspection Notes: t�2 Slab _ _ SIT Post&Beam _ Ext Sheath/Shear -------- Int Sheath/Shear Framing - .-- - ------� --- Insulation Drywall Nailing - Firewall Fire Sprinkler — - —-- -- ----- ----- ---- ------ —_�- - Fire Alarm Susp'd Ceiling -- ------ - --� Roof Mise. --_----------- Final PASS PART FAIL - — PLUMBING Post&Beam Under Slab --- - Top Out -`' Water Service ----- Sanitary Sewer Rain Drains ---- - — ------- - - - -- Final PASS PART FAIT ------ -- ---- ----- ---- -- -_... - U MECHANICAL_ v Post 8 Beam - _-- --- _._ --- - ----e ------------- Rough In Gas Line ---_---- -' --- ------------- .e Dampers Final � ___..----- -- _ -- PALS/ PART FAIL ELECTRICAL �---�_-`� ----- -- -_ .._---- -- Service ------- — —_ —- Rough In UG/Slab - -- - -- --- — ---- Low Voltage Fire Alarm — --- - —- - ------- -- Final PASS PART FAILSITE Backf ll/Grading Sanitary Sewer Storm Drain j ]Reinspection fee of$ _ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin j Please call for reinspection RE: _ __ ( ]Unahia to inspect-no ncce s Fire Supply Line ADA Approach/Sidewalk Date � 2—JInspector— Gy' Ext Other 11 Final PASS PART FAIL 00 NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 ---- B'JP _ —Date Requested AM PM BLD Location Suite MEC Contact Person Ph Z 3 3 PLM Contractor— �✓l1 Ph _ _ SWR BUILOING Tenant/Owner ELC Retaining Wall ELR z i -C_": I / Footing Access: Foundation I FPS _— Fog Drain Crawl Drain Inspection Notes SGN —_ Slab ---------_- - - SIT Post& Beam ---�-- Ext Sheath/Shear Int Sheath/Shear ,c/ _ ,( / Framing �-� �_�-----rte r- L= /7 1' l r 1�C� k- - -— Insulation �— Drywall Nailing —� _ ---- -- .----- ----- -------^.. Firewall Fire Sprinkler - -- ----...- -- --- -- —-- ----- - - ---- Fire Alarm Susp'dCeiling �_.___----_--___�_-- ---- _--- - -_—`--- _ Roof Misc: --------- ----- ---- - - ------ ------------- -- Final PASS PART FAIL ----------- -- -- ---- --��-- -- — ---- ---- - PLUMBING Post&Beam --- ---- - -- --------- ------- -—-- Under Slab Top Out Water Service �oj Sanitary Sewer ___.._... _-- Rain Drains Final ----- -- ---- --- ---- --- PASS PART FAIL MECHANICAL Post& Lie;im� _----- - -- Rough In Gas Line --- - - --- -- ---- -- - Smoke Dampers Final --- --------- -- --- _ _.- -- --- ---------- -- --- --- PASS PART FAIL E!ZCTRICAL - ------- ------------- - - Service Rough in - ---- --- -- - -- - UG/Slab ow Voltage .? Fire arm' ASS , PART FAIL Barkfill/Grading —— Sanitary Se,ver Storm Drain ( Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hal,Blvd Catch Basin Fire Supply Line ( ]Please call for reinspection RE: _ ( I Unable to Inspect-no access ADA ll Approach/Sidewalk Date /L� Inspector _ Other _ C r t Final PASS PART FAIL DO NOT REMOVE this inspection record from the jab site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour inspection Line: 639-4175 Business Line: 639-4171 — BUP _ Datc 'requested _AM –_ PM BLD Location ( c��G (� -� ` L�') Suite MEC Contact Person IOILY\Z;:_ _ Ph —� U�{o?� PLM Contractor EeC"-_�Y/ CC Ph _ SWR _ BUILDING Pena it/Owner — – ELC Retaining Wall ELR Footing Acc?ss: Foundation FPS Ftg Drain - --� SGN Crawl Drain Inspection Notes -- Slab SIT Post&Beam Ext Sheath/Shear _ Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler -__----.-.--_-___--- ---_-- Fire Alarm Susp'd Ceiling Roof Misc: ------ -- -- -- -- --- - Final PASS PART FAIL ----- ---- -_._----_---.. _ PLUMBING Post 8 Beeim - ------------ ----- - - Under Slat Top Out -- - --- ---� --- Water Service Sanitary Sewer Rain Drains Final ___------ -------- - - ------ -- --- - PASS PART FAIL MECHANI1:.AL Post& Hearn - -- ---- -- --- -- -- Rough In Gas Line --- Smoke Dampers Final - -- - PASS PART FAIL - -ELECTRICAL tl UG/Slab --- -- --------- --- -- ---- - Low Voltage Fire Alarm ---- --- -- --- -_--- -- ---- Fi PASS ART FAIL - _ _ ---- — -- Backfill/Grading "— Sanitary Sewer Storm Drain [ ]Reinspection fee of$ required before next inspection. Pay at City Hell, 13125 SW►;all Blvd Catch Basin Fire Supply Line [ ]Please call for reinspection RE: — [ ]Unable to inspect-no access ADA Approach/SidewalkExt r Other Date `_�----Inspector Final PASS PART FAIL DO NOT REMOVE th!: inspection record from the job site. CITY nF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 MST — � _ �Datc RequestedsuP i /�----AM PM BLD - - I_ocationG�A� r / Gam` r„� _ Suite --/ _ MEC Contact Person Ph G !� ��'- PLM — Contractor — Ph SWR BUILDING Tenant/Owner ELC Retaining Wall ELR Footing Access: Foundation i l �� G / -') d FPS Ftg Drain '7 ( Y — — Crawl Drain Inspection Notes. SGN Slab - —/ -- Post& Beam —_- -_ -- - SIT Ext Sheath!Shear Int Sheath/Shear -- --_ Framing Insulation --� — ---- — -- - ---- — — Drywall Nailing Firewall -- "— <<--- -- Fire Sprinkler Fire Alarm -- - Susil Ceiling Roof --- Misc: --; Final -- PASS PART FAIL -. PI_UMSING [lost& Beam Under Slab Top Out ------ --- -- --- Water Service Sanitary Sewer Rain Drains FI SS ART FAIL USCRANICAL Post&Beam --------------_- __ . _-_-- .--- Rough In _ Gas Line ----_._----_-_- Smoke Dampers Final -- ------- - _ PASS PART FAIL ELECTRICAL Service Rough In -- UG/Slab Low Voltage - - - - --- -- Fire Alarm Final --- PASS PART FAIL '13ackfill/Grading - - ---- Sanit Ner 0$ required before next Inspection. Pay at City Hell, 13125 SW Hall Blvd filch Basin Fire Supply Line I I Pl- -,Al f.,, „ ,,,.f,r,,f,,,,, ISE._ _ ( J Unable to Inspect-no access ADA Approach/Sidewalk PY - Other Pate . . r �. � Bri�lrvctr�r EX1Z��- FlnW PART At DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 539-4175 Busirli Line: 639-4171 BUP —r',le Requested i�` �� v �AM PMBLD _ Location- � �� to Suite �_. MEC —_—_ Contact Person / Ph PLM Contractor -u2 G Ph SWR BUILDING Tenant/Owner ELC � Retaining Wall ELR _! Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: Slab -- -- _ -- SIT _ Post&Bearn Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing Firewall --� Fire Sprinkler - --------— _ __-__ -�- - -_-- Fire Alarm Susp'd Ceiling - - - — --- - -- -- --- Roof i Misc. - Final PASS PART FAIL - ----------- ----___ _ PLUMBING Post&Beam Under Slab Top Out - -- - - - - Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL — MECHANICAL Post& Beam - Rough In Gas Line Smoke Dampers F=inal -- FAIL C , ervlce. UG/Slab Low Voltage Firc Alarm i PART FAIL ---- ------- --- --- - - SITE Backfill/Grading — -- ----�--_ " --- - -- - — Sanitary Sewer Storm Drain [ Reinspection fee of$ required before next inspection. Pay at City Hell, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ j Please call for reinspection RE __- J Unable to Inspect-no accass ADA Approach/Sidewalk Other Date ��1Inspector / �� Ext - Final PASS PART FAIL DO NOT REMOVE this inspertion record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 -- BLIP Date Requested' __AM 4—_PM SILD Location l , `1 �i' SL'ite MEC _ Contact Person Ph �- C� _�f.S� - PLM a1�:'0U O d `s —3 Contractor Ph SWR BUILDING _ 'fer,ant'Owner ELC --_ Retaining Wall ELR Footing n cceSs: FPS Foundation Ftg Drain ----- SGN �_- Crawl Drain Insper.ion Notes: Slab - - _ --- - ----- — --- — SIT Post&Beam Ext Sheath/Shear ---- - Int Sheath/Shear Framing - ------ --- - ------ — Insulation Drywall Nailing -- ---. _--.------- ------- -- -- - Firewall Fire Sprinkler - Fire Alarm Susp'd Ceiling __-- ___--------------_-- _. __--- Roof Misc: Finai PASS PART FAIL - --------_--- --�---- ---� PLUMBING Post&Beam Under Slab -- -- - -- Top Out Water Service -- - -- -- - - - — Sanitary Sewer Rain Drains --- --- - - ASSPART FAIL - - -- ---- NICAL -� Post& Beam - -- Rough In Gas Line Smoke Dampers Final PASS PART FAIL ELECTRICAL Servir.e -- Rough In UG/Slab - - - --- Low Voltage I _ Fire Alarm -- Final PASS PART FAIL - SITE BankfiA/Grading --i- --- _-- .-�-- Sanitary Sewer Storm Drain I I Reinspection fee of$-. --_ -required before next Inspection Pay at City Hall, 13125 SW Hall Blvi Catch Basin I I Please call for reinspection RE _ ( ]Unable to Inspect-no access Fire Supply Line ADA Approach/Sidewalk Date Q I _Inspector _ e ��_-Ext Other Final PAl 5 PART FAIL DV NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP _ Date Requested ` G _ 4� --AM pm BLD Location_ `l �� o t& Suite MEC Contact Person L �`� Ph z- /-f, PLM Contractor w Ph SWR BUILDING Tenant/Owner ELC Retaining Wall ELR Footing Access: FPS _ Foundation Ftg Drain - SGN Crawl Drain Inspection rJotes: Slat SIT Post& Ream Ext Sheath/Shear I _-� Int Sheath/Shear Framing -- --- _----- __ —._ —_--_. Insulation Drywall Nailing -------- — ---- ----- _ -- --- Fir ier — ------- -- ------ — — ------ ire Alarm Susp'd Ceiling Roof Mises _1_ - - - --- --- — --. ---- -------- aBIN PART FAILG —- --- -- ------ — �_� __ —_ Post&Beam Under Slab --- Top Out Water Service ---- ---- --" -- Sanitary Sewer Rain Drains --' Final — PASS PART FAIL MECHANICAL Post&Beam -- Rough In - Gas Line Smoke Damper s Final --� PASS PART FAIL — ELECTRICAL Service Rough In UG/Slab - -- -- -- Low Voltage Fire Alarm Final PASS PART FAIL -- - Backfill/Grading - Sanitary Sewer Storm Drain [ ]Reinspection fee of$ _required before next inspection. Pay at City Hall, 1312 SW Hell Blvd Catch Basin ]Please call for reinspection RE _ _._-.._ ( ]Unable to inspect-no access Fire Supply Line ADA �� Approach/Sidewalk Date Ext Other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CI'rY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 638-4175 Business Line: 639-4171 BLIP Date Requested- �-/9 AM PM - BLU _ Location_ I -cj��_�� 1(4 (p K.t — Suite MEC Contact Perso — Ph - _ '_` `-j PLM Contractors d i Ph _ _ SWR BUILDING Tenant/Owner _ ELC rG�� D OCA 4,30 Retaining Wall — E-LR___ Footing Access: Foundation FPS Fig Drain Crawl Dram Inspection Notes: s SGC+! — Slab Post 8 Beam -- !-- - SIT - —_ Ext Sheath/Shear Int Sheath/Shear ----- — Framing Insulation Drywall Nailing Firewall �JL-L,-T - 7"Av- -�-- Fire Sprinkler Fire Alarm Susp'd Ceiling __-- - Roof Misc: �— Final PASS PART_ FAIL_ — PLUMBING rust& Beam — Under Slab Top Out Water Service Sanitary Sewer - - _ — ---- -- -- ---- - Rain Diains _ Final - --� - PASS PART FAIL -- MECHANICAL -- Post& Beam - - Rough In Gas Line - --- Smoke Dampers Final - -- - - -- - ----- ----- P;SS PART FAIL Ek-ECTRICAL --- ---- ---- ---- -- —..._ -- Service Roush In ---- ------ _-- UGlS'ab Low Voltage Fire Alarm 3 ART FAIL ITE Packfill/Graoing -» -- ------- — Sanitary Sewer Storm Drain ]Reinspectlon fee of$ required before next Inspection. Pay at City Hell, 13125 SW Hall Blvd Catch Basin ]Please call for reinspection RE: Fire Supply Line 1 --_ __ I ]Unable to Inspect no access ADA _ Approach/Side-.valk Date C / Other _L - -__- Inspector -7 _ Ext Final -PASS PART FAIL DO NOT REM10":E tim!s inspection record from the job site. CURTIS BEATTIE & ASSOCIATES November 27,2000 A r c h i t e c t s 3131 Elliott Ave. Suite 270 City of Tigard Building Department RECEIVED Seattle, WA 9 8 1 .I 13125 S.W. Hall Blvd. Tigard,OR 97223 (1nf1 (206) 282-S5 12 Fax (206) 282-4799 ?`1I-J11 Re: Tigard Office Buildin3 C0"^11t!r1;TY DEVFLOPNIENT 12909 S.W.68'h Parkway Attn: Bob Poskin-Senior Plans Examiner Dear Mr. Poskin The following is an item by item response to your review comments of Sept.27,2000. Our response is confined to the Building Pertn' rtion covering the Fire Life Safety isst,es. Tate Project ')wner will he providing separate responses to th.other comments noted. We will be providing under separate cover a request for approval of an Alternate Materials .ttltemate Design and Methods of Construction per Section 104.2.8 of the State of Oregon Structural Specialty Code. 1998 edition,for the enclosure requirements for stair'B' of the above referenced project. Fire Life Safety: item #1: See the 4`" floor plan and door schedule for the addition of a 90 min. door. Also see the attached separate letter to Clary Lampella per Section 104.2.8 requesting approval for an alternate method o4' construction for the remainder of the stair. Item H2: See 1" floor plan which relocates the sprinkler valve room access to the exterior of the building. We have also relabeled the condor to exit passageway. Item 43: See the revised door schedule A8.1 which corrects mislabeled door H 1 .6 to 1-7. Item 04: See the revised door schedule A8.1 with the corrected stair'13' labeled doors. Item 05: See drawing A9.1, I" floor reflected ceiling plan which now calls for a suspended GWB ceiling for the exit passage way The 2 hour walls will extend to the structure above. Item #6: See A5.1 with revised note calling for the fire extinguisher cabinet to he non-combustib'e. •lhe specified cabinet is steel shelled with a break glass front. We ltopt the above response addresses your comments satisfactorily. Please see the 3 sets of original signed drawings for processing Sincemlyy 12 - `- Chris Simons ons Encls. Uc: Dick Krippachne Pac'l rust 0 W 1 J ZL z > c�n ►� I i i � Ilil Ic,,' ► : I III IIi Ql ..� Jf �r�.r•.-�. \ v' ♦ I � I ,r Iv I Jil I H I �I I � I `� c � s I \ I � I I ° I � �� I ��' I "� I J► �'I I � I � ' -: I I , �` c's'_'�) :�•;r,� ( ` I vl I I �.I I -,► � I ,;. I �I ^ I � I ^ I I = ,�,/ r J I ► I ° I �a i l i lel l , ll , l � � � l II 'nr�_ _moi I j I I I i �,; � II I � � IIII ► III I ti , I � �`�c '� --��;,^,a .o __�� o f I I I l i � l 1 1 ► 1 1 j 1 1 �_�� N� I � IIIIIIillllll � i ► _ � II NI I �° Ilill iii , � II III ~11Z I SNI N1 17 I I I I I IIIIIIIIII I _. u �, ^.. I "� I I I I III ► I I I I III I O = 'H'W I ti ► I ► I I I , II � II � IIIIII x 1 f ti� 1 PLANS CHL NO. DATE December 5, 2000 B11p200�-00367 PRO] -T TITLE: TIGARD OFFICE BUILDING COUNTYWIDE AKA HAMPTON STREET OFFICE 'TRAFFIC IMPACT FEE APPLICANT Richard J. Krippaehne WORKSHEET (FOR NON-SINGLE FAMILY USES) MAILING ADDRESS: 15350 SW Sequoia Pkwy #300. CITY2IWPHONE Portland Or. 97224 _ TAX MAP NO.: 2S 101 AD-03200 --3300-3400_3500` SITES NO ADDRESS: 12909 SW 68 Parkway. LAND USE CATEGORY _ RATE PER TRIP __—_ ----- -- RESIDENTIAL $ 213.00 E3USINESS AND COMMERCIAL_ �$ 54.00 X OFFICE -_-- $ 195.00 INDUSTRIAL $ 205.00 - INSTITUTILINAL $ 88.00 PAYMENT ME_-HOD_ CASH/CHECK CREDIT BANCROFT(PROMISSORY NOTE) INSTITUTIONAL ONLY DEFER TO OCCUPANCY LAND USE CATEGORY DESCRIPTION OF USE WEEKDAY AVG VVEEKIcND AVG TRIP RATE _� 710 A Ofric^General<100K II TRIP RATE 16.3 _ —""— _--- BASIS: Applicant proposes construction of a new 87,877 Sq. Ft. Office Building Shell. —� CALCULATIONS: TIF = ((Avq.Trips X T.G.S.F.) - Credits) X Rate /Trip $ 183,630 = ((16.318 7 58 .877) -- 16.31 1433.27 30.14) X $195 941.69 Transit AMT = Trip Geierafion X $16 $15,072 = 942 X $16 pROJECTTRIPGFNERATION 942- FEE �--- $ 183,630 __`�_.—_------------ _— -- ---------------- ----. —_--------- FOR ACCOUNTING PURPOSES ONLY ADDITIONAL NOTES' 491.58 trip credits applied for demolition 30,140 Building BUP2000-00369 168,558 TRANSIT AMT — $ 15,072__ PREPARED BY S.S. Casper I:TIFWKST.DOC (DST) EFF: 07-01-98 G�`�lLQ RC1 CUR 'TIS BEATTIE & ASSOCIATES A r c h i t e c i s •1` 3131 Elliott Ave. Suite 270 V� Seattle, WA 98121 C' (206) 282-8512 Fax (206) 282-4799 November 28,2000 City of Tigard Building Department 1312.5 SW Nall Blvd. Tigard,Oregon 9723 Re:Tigard Office Building FILE COPY 12909 SW 68`t'Parkway Section 104.2.8 Attn.Gary Lampella -Building Official Dear Mr. Lampella Pursu int to Section 104..8 of the State of Oregon Structural Specialty Code,we are requesting approval of an alternate method of providing fur the 2-hour enclosure .or Stair'B' for the above referenced project. The stair was previously proposed to he open to the corridor and elevator lobby.This request ask that three sides of the stair and its entry door he constructed with permanent 2 h.-ar walls and 90 min.opening with the fourth wall(between the elevator lobby and stair)be a 2 hour fire and smoke shutter which will be released to close upon activation of the fire alarm through smoke detection and or water flow. Please see revised permit submittal drawings,which represent the above request. We hope this explanation a ong with the accompanying drawings meetq with your approval. Sincerely Curtis Beattie and ssociatcw-A-rchitects r Chris Simons Enclos. Cc: Bob Poskin City of Tigard Dick Krippaehne PacTrus, Cs/es December 4, 2000 r " CITY OF TIGARD Gaiy Kopezynski and Company OREGON 155- 1081h Avenue NE#220 Bellevue, WA. 98 Tigard, Oregon 97223 PERMIT NO: BUP# 2000 - 00367 OWNER: Pacific Realty Project Address: 12909 SW 681h Parkway, Tigard, Oregon 97223 PROJECT DESCRIPTION: Office Building TYPES OF SPECIAL INSPECTION: As setout on the enclosed form The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code,permit documents and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires that you do the following: I. Submit copies of all inspection reports promptly to the building division, Architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you Inspect. (See UBC Appendix Chapter 13 for soils special inspection final report requirements.) If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector fnr this job. Should you have any questions, please r-.;! m:at(503) 639-4171 X 392. Sincerely, Rob D. Poskin, C.B.O. 13125 SW Hail Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 CITY OF TIGARD OREGON 2001 Chris Simons Curtis Beattie & Associates 3131 Elliott Ave. suite 270 Seattle, WA 98121 Re: Alternate Method of Construction I 12909 SW 68`x' Parkway BUP2000-00367 Dear Chris, We are in receipt of your proposal to use quick response sprinklers in lieu of 45-minute rated glazing in the corridors at the above referenced address. This application and approval is site specific to this project and shall not be used at other sites unless specif rally requested and approved by this office for each site. Your request is to purchase assemblies with a 36-inch 20-minute rated door with either one or two 36-inch relites. Both the door and the relites will be in a 45-minute listed and labeled frame. The labeled glazing will be removed and replaced with glazing in accordance with I.C.B.O. Evaluation Report No. ER-5790 (attached). These relites will then be protected with quick response sprinkler heads, also in strict accordance with this report. This proposal is hereby approved as authorized by OSSC Section 104.2.8 for alternate methods of construction with the following conditions: i. The installation of the glazing and sprinkles heads shall be in strict accordance with ER- 5790. 2. A sign shall be posted on the inside of the tenant spa(,e at the glazing informing the occupants that nothing can he placed within 3 feet of the glazing. '['his is an alternate to the 3- foot pony wall required by the report. 3. Revised hydraulic calculations shall be submitted to our office to verify compliance will, Section 2.4.2 of HR-5790. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-41,71 TDD(503)684-2772 We have based this on the testing performed by ER-5790 and the fact that this application can attain up to a 2-hour rating. We also took into consideration that the glazing will be in listed and labeled 45-minute frames while the report allows non-rated frames. This approval for the alternate as described above is only valid for this project. When submitting for tenant improvements, please include this letter with each submittal so we can document the alternate in the permanent file. I If you have questions regarding this, please call me at (503) 639-4171 ext. 311. Sincerely, Gary Lampella Building Official C. Bob Poskin, Senior Plans Examiner flap Watkins, Supervising Inspector Eric McMullen, Deputy Fire Marshal, TVF&R Building Inspectors File Jul 25 01 10: 09a Curtis Beattie t3. flssoc. 206-282-4799 p. 2 CURTiS BEATTIE & ASSOCIATES Architects 3131 Uliott Ave. Suitc 270 Seattle, WA 98121 (206) 282-8512 Fax (206) 282.4799 July 25,2001 Mr. Gary Larnpella Building Official City of Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 Re.Pac Trust -- Tigard Office Building Dear Mr. Lampella Enclosed are three tenant enti-y configurations we will be using throughout the above referenced project at the one-hour con idors.The drawings indicating wood door/tempered glass relites exceeding the 1296 sq. in. maximum. We are requesting approval of a sprinkler alternative for the 20 minute opening protection required by code.Under the Oregon Structural Specialty Code Section 104.2.8,Alternate Materials, Alts rnaie Design and Methods of Construction,we offer the attached National Evaluation Service,Inc. Report No.NER - 516 dated April 1,2001 (reissued)i C B O Evaluation Services, Inc. Evaluation Report ER-5790 reissued May 1,2001 and Central window sprinkler model WS specific application information as evidence of a sprinkler alternate,which exceeds the rated opening protection. We would he happy to discuss this with you further if you have additional qurstions on applicability and installation. 5inccrely— ' i - J Chits ti mon Cc: Mr.Dick Krippaehne Mr.Rob Kelleher 081,1812001 18:10 FAX 5022281285 GROUP NACKEME X002 G R 0 U P September 18, 2001 FILE COPY City of'Tigard Attention: Darrel Watkins 13125 SW 1-;ell Boulevard Tigard.OR 9.223-8199 R.e: Hampton Strc.t Office Building Stormwater Facilities City of Tigard.Number: SIT2000-00046 Group Mackenzie Project#990295 a O • � E C u Dear Darrel: Y Group Mackenzie has had the opportunity to view the water quality facilities designed to treat o stonnwatcr ninoff for the limpton Street Office Building projec. The facility is operational a and appears to be functioning,as designed. The landscaping has been installed, and. t/-mporary slope stabili^•ation hws been installed to prevent erosion o � a the storrnwater facilities have been installed in accordance with the previously Wproved h Rconstruction docurnmts. Please call if yk-.0 have any further questions. Sincerely, Group r AIr•lrnrllln,rcDtour'•r:. ig Incorporated t�Robert obert�L.CFy7r entrms /. p -ird llrr M,nr,n{I Group RLL/wp Meekelkajo EeQtne arinp, Incorporeted CIVW S(ruet ur•l rnq!nrarlrq Srnr•Ipno,11nr Flrnrl�a TL•(sedition of l:ealnerrte0(ed N.eekenne!iel le ennncues. tI'r Kl"11 14iI\1•'1,1411 KI r DESIG.Nuz Geotechrical•Environmental•Geological September 18, 2001 FILE COPY PacTrust 15350 SW Sequoia Parkway, Suite 300 Portland, OR 97224 Attention: Mr. Richard Krippaehne Compliance Letter SIT 2000-00046 Geotechnical Construction Monitoring Hampton Street Office Building Tigard, Oregon GDI Project: PacTrust-60 We are pleased to submit this letter of compliance for geotechnical constructior monitoring services at the Hampton Street Office Building in Tigard, Oregon. Our senrircs were completed between October 2000 and August 2001. During construction we uoserved tete site grading (filling), pavement area subgrade and base rock preparation, building pad subgrade and base rock preparation, footing subgrades, and pa\,;ng of the parking areas and access roads. Our work was performed on an intermittent and on-call basis. We documented our worw in daily field reports,which were forwarded to you during the construction period. Copies of the reports are on file in our office. Based on our observations and testing, it is our opinion that the work described above was prepared in g-neral accordance with tht plans, specifications, and recommendations. • 4 • office(5031 968-8787•Fax(503)9683068• 14945 Sw Sequoia Parkway•Suite 170•Portland,OR 97224 We appreciate the opportunity to have provided our services to you for this project. Sincerely, GeoDf Agn, Inc. Ryarl White, E.17 Geotechnical Staff III ORZGON Scott V. Mills, P.E. 6, �1 ---`�� Senior Principal SG, u, M cc: Mr. Hap Watkins, City of Tigard, 503,624.3681 Mr. Paige Rotschy, Rotschy, Inc., 360.686.8053 RKW:SVM:kt One copy submitted Document ID:Pactrust-60.091801-geol-compliance.doc ®DESIGNY 2 Pacl rust-60 091801 September 27, 2000 RECEIVED SEP 2 8 2000 Pacific Realty Associates, LLP p"ltust i N18 (i PDA i NEPLF (2000- TY OF T�G��® 15350 SW Sequoia Parkway# 300 OREGON Portland, Oregon 97224 / RE: Tigard Office Building SITE4612909 SW 68`" Parkway BUP 0036 Dear Applicant: four 1)1a11S for the proposed construction have been reviewed for compliance; the followinv-, items require your attention. SDR Review Comments: Enclosed find comments from Planning, Engineering, and the Water Department. P'.ease refer comments related to these items to the attention of the department concerned. ,v1 The Geo-technical report included with your submission doesn't identify liquefaction potential, 9� please provide this information. Aecessibilit� 1. In previous meetings on this project, it was agreed that eleven (11) accessible parking spaces dV-;�wvuld be provided,based on the total parking for both sites. Provide one additional parking spare for this permit. 2. Your plans have accessible space dimensions transposed, please check space size and Correct the numerical value accordingly. Buildir,a Permit: Occupancy: "l3"— (.S'holl Onlr) 114hr 11(?fight: � .�h►r►' .111mi-ahle: 1.11,000 S.11'. Fire Li fc Safety. 1. 4`" floor elevator lobby Provide a 90 minute door at stair"B". OSSC. Section 1004.3.4.5. 2. 1" floor— North South Corridor- Undcr the provisions of OSSC, Section 1005.3.3.1, exiting, shall occur through an exit passageway (OSSC, Section 1005.3.4), secondly an exit passageway shall not he used for any purpose other than as a means of egress. The sprinkler room is in non-compliance. Third, label these areas on your plans as exit passageways. 3. Drawing A8.1 - Door marked 1-6, north corridor shall be label 1-7. 4. Second floor stair"B" - Label door and provide inforniation on sheet A8.1 5. Drawing A5.1. Section"A"--Suspended ceiling is combustible, see OSSC, Section 1005.3.3.2. 6. Drawing A5.1 - Enlarged stair"A" - Ensure the FE case is non-combustible. 1312.5 SW Hall Blvd„ Tigard, OR 97223(503)639-4171 TDD(503)684-2772 t 7. Drswing A3.1 —Provides a detail A4.4,this detail doesn't appear on this sheet. 8. Provide details for a Class I Standpipe system. Energy Coupe: Provide Oregon Non-Residential Energy Code forms la through 3f, and 5a through 5c with related work sheets. Special Inspections: Provide the information highlighted in yellow on the enclosed firms, and return to this writer. Provide three(3) complete sets of Architectural and Structural Dt.awings. If you have questions, please call me at 639-4171 X392. Sincerely, R bert Poskin, CBO Senior Plans Examiner �:ITY OF TiGARD SITE VVORKPERMIT DEVELOPMENTDATE ISSUED :SERVICES E ISSUT# : SIT2000 00046ED : 11/;_,;00 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL : 2S101AD-03207 SITE ADDRESS: 12909 SW 68TH PKWY SUBDIVISION: TIGARD OFFICE BUILDING ZONING : MUE BLOCK: I. i: JURISDICTION : TIG CLASS OF WORK: PAVING ?: Y RESO. NO: TYPE OF USE: GRADING ?: Y VALUE: $900,000.00 EXCV VOLUME: 1.000 cy LANDSCAPING?. Y FILL VOLUME: 2.800 cy SITE PREP ?: Y ENG FILL?: Y STORM DRAINS?: Y SOILS RPT REOD?: Y IMPERV SURFACE: 83.200 sf Remarks: Site work permit associated with construction of new office building. Separate Plumbing pwmitswill be required for on site san/storm/water supply Owner: _ FEES PACIFIC REALTY ASSOC LP type By Date Amount Receipt 15350 SW SEQUOIA PKWY #300 TIGARD, OR 97223 PLCK CTR 8/31/00 $2.290.60 27200000000 FIRE C1 R 8/31/00 $1,409.60 272000000Gu 5PCT CTR 1112100 $281.92 27200000 100 Phone: PRMT CTR 11/2/00 $3,524.00 27200000000 Contractor: EROS CTR 11/2/00 $100.00 27200000000 --- — ERPU CTR 1112/00 $32.50 27200000000 ROTSCHY INC ERPC CTR 1112100 $32.50 27200000000 22.525 NE GARNER RD — Total $7,671.12 YACOLT, WA 98675 Phone: 360-696-3072 Reg #- LIC 95682 Required Inspections r Erosion Control Insp 846-8444 Excavation Fill Grading Paving Insp Strm Drain Insp Culvert/Catch Basin San Sewer Insp —I Final InspectionThis permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable laws All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 190 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those nrles are set forth in OAR 952-001-0010 through OAR 952-OC1-0080 You may obtain copies of these rules or direct questions to OUNC by calling k503) 246-1987 GIC K�fi2 � Permittee Signature: 7-;t Y Issued By: -- Call (50") 639-4175 by 7:00 P.M. for an inspection needed the next business day r3 b �ora CITY OF TIGARD SiO Permit Application Planeek# 13125 SW HALL BLVD. Commercial, Residential Re y— — TIGARD, OR 97223: : and Multi-Family Date RecdDate to P.E. (503) 639-4171 x304 Date to DST dd13 I d7�k'l� Permit#-- 4T,2&-(XII 1�/ Print or Type Related SWR#_ Incomplete or illegible applications will not be accepted called Project Name _ Utilities(Complete all that apply) Job T 6t/ ? Address Addressd Storm Sewer PA-re. �L— 3 Z� Linear Ft. Name Sanitary Sewer 7V Linear Ft. Owner klailinq Address Fresh Water r�O ls� Sr.JSE4 C"Dlfi P Ca✓�IY�Sv�i �� — Linear Ft. City/Slate _ if Phone. Catch Basins # _ RTZ_4ND Dat LL3 c•L4 Jda ___ �— General Name iiia c,% c /}' , /0%./C- Clean Outs Contractor — Prior to permit Mailing Addres; Describe work to be done: issuance-3 New, .Addition[] AlterntionWRepalr copy of all --- licenses arc City/State Zip Phone Additional Description of Work: requirod if 41 expired in COT State Consf Cont.Board Lic.# Exp. Date database Name Project q,, c�Rav/ M'4Grc'Ov�tE Valuation V /�d� Architect Mat n, f,ddress Plans Required: See Matrix on back page Rb L90 O The followinq. tinust acco_m at y this application: C't /State zip Phone Site plan with Vicinity ivlip Parking (including O Rr Z*N OXZr�t fo3.2-4 .175 .o Showin ADA compliance A. 8 Lighting Plan Name Grading Plan and datails Landscaping Plan Engineer Mailing Address Erosion Control Plan and Retaining Structures _ details incAuding calculations City/State 7:1p Phune { Site Utility Plan and details Soils Report (showing connection to (if required) _ approved system) _ Excavation Volume I hereby acknowledge that I have read this application, that the information given is correct,that I am the owner or authorized �O�'D cu.yds. agent of the owner,and that plans submitted are in compliance - with Oregon Slate laws. Grading' olunre Signature of Owner/Agent Date (Soils rr,)ort required for>5,000 cu. Yds,) PM i Fr c ReWil ,Assoc-, (,p Zricv cu. ds. 8 '. l L/C"' _ Fill Volume Contact Parson afne 7 Phone (Fill exceeding 12"in depth shall be compacted To 90%of Maximum Density) �r Ft µAta.p K R,llt•,t-C-" go;•624 4 /goo cu.yds. Retairing structure?(check one) Rock �^ FOR OFFICE USE ONLY ❑CMU Notes: CoN CRE"r IN (_0 0 1 W., OoGK Concrete M a p v(i►R b l e u jtc �v�PC-A 4. Fr. Other 1 N bvQlDE'T' _ Total new impervious area including all Land Use Case p/T!# buildings,sidewalks, an!iPavin — So. Fl. og__t Q[ CITY OF TIGARD 3�Z ttv (tot;SI1 E WORK PERMIT 22-� •tao _ L i`dstskformsWo-app dor.3/11/('0 October 3, 2000 CITY OF TIGARD Geo Design Inc. \ OREGON 14945 SW Sequoia Parkway Suite#170 Portland, Oregon 97224 PERMIT NO: Site#2000-00046 OWNER: TOC Office Building PROJECT ADDRESS: 12909 SW 68`h Parkway, Tigard, Oregon 97223 PROJECT DESCRIPTION: Office Building TYPES OF SPECIAL INSPECTION: As sctout on the enclosed form The owner has notified us that lie/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the building division, Architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you Inspect. (See UBC Appendix Chapter 13 for soils special inspection final report requirements.) If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this job. Should you have any questions, please call me at (503) 639-4171 X 392. Sincerely, 41 Rohert L). Poskin, C.B.O. Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 Report of Geotechnical Engineering Services Tigard Office Building SW Hampton Street and SW 68t" Parkway Tigard, Oregon INTRODUCTION This report presents the esults of GeoDesign's geotechnical engineenrlg evaluation of the site of the Tigard Office 31.1ilding located at the intersection of SW Hampton Street and SW )8`h Parkway in Tigard, Oregon. The approximately 2.4-acre site is located at the southwest corner of SW 68" Parkway and SW Hampton Street. The project will consist of a 4-story, steel-frame office building withr'olumn loads of up to 550 e lkips.Ficor ocaticn the siterelativeare re not anticipated to exceed 250 pounds .r square foot (psf) to surrounding features is shown in Figure 1. PURPOSE AND SCOPE The purpose of our services w-cis to explore subsurface conditions at the site to provide the basis for geotechnical recommendations for site development and foundation and roadway design. Our scope of work included the following. • Explore subsurface conditions by drilling three borings to depths of up to 45.8 feet in the office building footprint • Obtain soil samples at select depths In the borings. • Classify the materials encountered in the explorations Maintain a detailed log of each exploration Observe groundwater conditions in the explorations. • Determine the natural moisture content of select samples and complete two consolidation tests for settlement analysis. • Provide recommendations for site preparation, grading and drainage, stripping depths. fill type for imported materials. compaction criteria, trench excavation and backfill, use of on-site soils, and wetldry weather earthwork. Provide geotechnical engineering recommendations for design and construction of shallow spread foundations, including allowable design bearing rressure, minimum fc sting depth and width and resistance to lateral loads in the form of passive resistance and base friction • Estimate settlement of footings. Provide recommendations for subsurface drainage of foundations and floor slabs as necessary Provide recommendations for retaining walls Including lateral earth pressures (equivalent fluid pressures), drainage.aatbackfill essesr forthte prescribed traffic loads. nts Provide asphalt concrete (AC) pvemei including cptions for cement treated subgrade Pactrust-51 032000 GeaDevqn. Inc. • Provide a discussion of seismic activity in the vicinity of the site and recommendations for the 1997 Uniform Building Code (UBC) seismic parameters. • Provide a written report summarizing the results of our geotechnical evaluation. SITE CONDITIONS SURFACE CONDITIONS The relatively flat site is currently a parking lot for the facility on the east side of SW 68'" Parkway. The site is bordered on the east by SW 68"' Parkway, on the north by SW Hampton Street, and on the west by an existing office building. The parking lot is divided by landscaped islands, which are made up of bark mulch and large cedar trees. An approximately 20-foot wide area adjacent to th� west side of the parking lot is currently covered with grass, underbrush, and young deciduous trees. Standing water waL observed ponded near the south end of this area. SUBSURFACE CONDITIONS We explored subsurface conditions by advancing three borings (B-1 through B-3) to depths of up to 45 8 feet below the ground surface. The approximate locations of the borings are shown in Figure 2. A description of the field explorations and the logs of the borings and test pits are presented in Appendix A. In general, the subsurface profile consists of approximately 2.0 inches of AC. 4 to 6 inches of base rock, up to 5.0 feet of silty gravel fill. 25.0 feet of medium stiff to very stiff silt, underlain by medium stiff to hard silt to the depths explored The on-site silts generally contained variable amounts of sand and clay Weathered rock fragments were present in the underlying silt below a depth of 30 0 feet and became more prevalent with depth. Boring B-1 was terminated at a depth of 45.0 feet due to refusal on hard rock. Groundwater was measured at depths of 6.25 and 6 50 feet below the ground surface in Borings B-1 and B-2, respectively during our explorations. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on cur understanding of site development and our subsurface explorations and analyses, ws conclude that the site can be developed as proposed. The proposed structure can be supported on shallow foundations bearing on the existing silty gravel fill stiff to very stiff silt, or on structural fill SITE PREPARATION The existing AC and site vegetation should be stripped from all proposed building and pavement areas and for a 5-foot margin around such areas If fill will be placed on existing paved areas it will be necessary to breaK the asphalt ,-A pieces no larger than about 6 inches. Stripped materials, excluding removed AC and base rock, should be disposed of G�oDesign, Inc 2 Pactrust-51 032000 off-site or used in landscaping areas. Removed AC and base rock can be used as structural fill provided it conforms to the recommendaticos for imported granular mate,ial. In existing landscape areas stripping may be required to remove bark mulch, root balls, or localized zone; of loose or organic soil. The actual stripping requirement should be based on field otservations at the time of construction. Stripped material should be transported off-site for disposal or used in landscaped areas. After site preparations have been completed, we recommend proofrolling the subgrade with a fully loaded dump truck or similar-size, rubber-tire construction equipment to identify areas of excessive yielding. The proofrolling should be observed by a member of our geotechnical staff, who will evaluate the subgrade If areas of excessive yielding are ;dentified, the material should be excavated and replaced with compacted materldls recommended for structural fill. Areas that appear to be too wet and soft to support proofrolling equipment should be prepared in accordance with the recommendations for wet weather construction presented in the following section of this report. CONSTRUCTION CONSIDLRATIONS Traf Icability of the silty areas of the site will be difficult during or after extended wet periods. When wet, the silty surficial soils are easily disturbed and will not provide adequate support for construction equipment Proofrolling of the subgrade should not he performed during wet weather Or it w:t ground conditions exist. Instead, the subgrade should be evaluated by probing Soils that have been disturbed during site preparation activities. or soft or loose zones identified during probing, should be removed and replaced with compacted structural fill. Haul roads subject to repeated construction traffic will require a minimum of 18 inches of ,mported granular material. Twelve inches of imported granular material should be sufficient for light staging areas. The irnporte•d granular material should consist of crushed rock that is well graded and has less than 5 percent by weight passing the U S Standard No 200 Sieve. A geosynthetic should be placed in the haul roads below the granular material and should have a minimum I`Aullen burst strength of 250 pou-Ids per square inch (psi) for puncture resistance and an apparent opening size (AUS) between ,in U S. Standard No 70 and No 100 Sieve We recommend that 4 inches of granular material be placF:d in the bottom of footing excavations in wet weather conditions The granular material reduces subgrade disturbance, prevents water softening of the upper surface, and provides a clean environment for reinforcing steel STRUCTURAL FILL On-Site Material The on-site silt can be used as structural fill However, the silty soils at the site have variable plasticity and will be difficult to adequately moisture-condition Considerable effort and time may be required to adequa`.ely dry the materials prior to compaction. In addition, these soils are sensitive to small changes in moisture content and are highly susceptible to GeoOesign. Inc 3 Pactnist-51 032000 disturbance when wet. Laboratory testing indicates that the moisture content of the on-site silt is greater than the anticipated optimum moistur : content required for satisfactory compaction. Therefore, moisture-conditioning wi!I be required to achieve adequate compactior. We rc,�ommend using imparted granular material for structural fill if the on-site materials cannot he properly moisture-conditioned. When used as structural fill, the on-site silty material should be placed in lifts with a maximum uncompacted thickness of 6 to 8 inches. The silt should be compacted to not less than 92 percent of the maximum dry density, as determined by American Society for Testing and Materiais (ASTM) D 1557. If construction is planned for wet conditions then careful consideration of the construction methods and schedule should be made to reduce overexcavation of disturbed site soils, and the project budget should reflect the recommendations for wet weather construction contained in this report. Imported Granular Material IMported granular material for structural fill should be pit or quarry run rock, crushed rock, or crushed gravel and sand. It should be fairly well-graded between coarse and fine, contain no roots, organic matter or other unsuitable materials, have a maximum particle size of 3 inches, and have less than 5 percent by weight passing the U.S. Standard No. 200 Sieve. The material should be placed in lifts with a maximum uncompacted thickness of 12 inches and be compacted to not less than 95 percent of the maximum dry density as determined by ASTM D 1557 SHALLOW FOUNDATIONS General We recommend that spread footings bear on the dense silty gravel fill, medium stiff to very stiff silt, or structural fill that is properly installed during construction and underlain by undisturber, native materials Bearing Pressure and Settlement Footings founded as recommended should be proportioned for a maximun allowable soil bearing pressure of 3,500 psf. This oearing pressure is a net bearing pressure and applies to the total of dead and long-t,;rm live loads and may be increased by 300 .ercent when considering earthquake or wind loads. The weight of the footing and overlying backfill can be ignored in calculating footing loads. ContniuouE wall and spread footings should be at least 18 inches and 24 inches wide. 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 placed at least 12 inches below the base of the floor slab For a 3,500 psf design bearing pressure, total settlement of footings is anticipated to be less than 1-inch Differential settlements are not expected to exceed ',,'2-inch GecDesign inc 4 Pactnist•51 032000 Lateral ('apacity We recommend using passive pressure of 300 pounds per cubic foot (pcf) for design purposes for footings confined by Structural fill or constructed in direct contact (poured neat) with th,- silty gravel fill or stiff native silt. In order to develop these capacities the adjacent confining grade must be level. 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 at the base of footings. FLOOR SLABS Satisfactory subgrade support for building flrior slabs with up to 250 psf areal loading can be obtained from the silty gravel fill, stirf native silt, or on structural fill that has been prepared as described in the "Construction Considerations"section. A 6-inch thick layer of imported granular material should be placed and compacted over the prepared subgrade to assist as a capillary break. A subgrade modulus of 250 pounds per cubic inch can be used for the design of floor slabs. Settlement of floor slabs supporting design loads of up co 250 psf and constructed as recommended Is not expected to exceed '/2-Inch. Vapor barriers are often required by flooring manufacturers to protect flooring arid flooring adhesives. Many flooring manufacturers will warrant their product only if a vapor barrier is installed according to their recommendations. Selection and design of an appropriate vapor barrier, if needed, should be based on discussions among n.embers of the design team. We can provide additional information to assist you with your decision. PAVEMENT The pavement subgrade should be prepared in accordance with the previously de:'cribecl "Site Preparation," "Construction Considerations." and "Structural Fill" recommendations We do not have specific information on the frequency and type of vehicles that will use the area; however. we have assumed that traffic condi ions will consist of fewer than five heavy trucks per day. A pavement section consisting of a thickness of at least 2.5 Inches of AC over at least 8 Inches of crushed rock base course should be appropriate in areas where truck traffic is expected If parking areas are limited to passenger automobiles only, she pavement section can be reduced to 2 5 inches of AC over 6 inches of crushed rock. Our pavement section recommendaticns are based on a Resilient Modulus of 7,500 psi and they assumption that construction will be completed during a period of extended dry weather An increased thickness of granular base course will i)e required if construction occurs during wet weather conditions The AC pavement should conform tc Section 00735 for standard- and heavy-duty asphalt pavements of the Supplemental Standard Specifications for Highway Construction. Oregon Department of Transportation, 1996 Edition. The crushod rock base should conform to GeoDeslgn. Inc 5 Pactrust-51 032000 Section 02630 of Standard Specifications for Highway Construction, Oregon; Department of Transportation, 199-7 Edition and have less than 5 percent passing the tJ.S. No. 200 Sieve. Crushed ro.:k base should be placed in a single lift and compacted to not less than 95 percent of the maximum dry density, as determined by ASTM D 1557. UTILITY TRENCHES Utilitv Trench Excavation Trench cuts should stand vertical to a depth of approximately 4 feet, provided no groundwater seepage is observed it the trench walls. Open excavation techniques may be used to excavate trenches with depths between 4 and 8 feet, provided the walls of the excavation are cut at a slope of 1 H:1 V (horizontal to vertical), groundwater '�c•epage is not present and with the understanding that some sloughing may occur. The trenches should be flattened to 1 114H:1V if excessive sloughing occurs. Trench dewatering may be required to maintain dry working conditions if the invert elevations of the proposed utilities are below the groundwater level. Pumping from sumps located within the trench will likely be effective in removing water resulting from seepage. While we have described certain approaches to the trench excavation, it is the cuntrar;or's responsibility to select the excavation and dewatering methods, to monitor the trench excavations for safety and to provide any shoring requireu to protect personnel and adjacent improvements All trench excavations should be in accordance with applicable OSHA and state regulations Trench Backfill Material Trench backfill for the utlity pipe base and pipe zone should consist of well-graded granular material containing no organic material or other deleterious material, have a maximum particle size of '/,-inch, and have less than 5 percent passing the U S Standard No 200 Sieve Backfill for the pipe base and within the pipe zone should be placed in maximum 12-inch- thick lifts and compacted to not less than 90 percent of the maximum dry density, as determined by ASTM D 1557 or as recommended by the pipe manufacturer Backfill above the pipe zone should be placed in maximum 12-inch-thick lifts and compacted to not less than 92 percent of the maximum dry density. as determined by ASTM D 1557 It may be possible to use the on-site gravels cs trench bar',fill above the pipe zone. provided the material is processed aE previously recommended Trench backfill located within 2 feet of finish subgrade elevation should be placed in maximum 12-inch-thick lifts and compacted to not less than 95 percent of the maximum dry density, as determined by ASTM D 1557 RETAINING STRUCTURES The following design recommendations are based on the assumptions that (1) the walls consist of conventional cantilevered retaining walls or embedded building walls, (2) the walls are less than 10 feet in heignt, (3) the backfill is level anH drained and consists of GeoDesign, Inc 6 Pactrust-51 0:32000 imported granular mate-ials, and (4) no surcharges are imposed beriind the wall. Reevaluation of our recommendations will be required if the retaining wall design criteria for the project vary from these assumptions. For walls not restrained from rotation, we recommend using an equivalent fluid pressure of 33 pcf for design. We recommend using an equivalent fluid pressure of 53 pcf for design of walls restrained from rotation. Footings for the retaining walls should be designed i i accordance with the recommendations gl.in for shallow spread footings. Our backfill recommendations are based on the assumption of drained conditions. Drains that consist of a 4- to 6-Inch-diameter perforated drainpipe should be installed behind all retaining structures. The pipe should be embedded in a mini,--,Jm 3-foot-wide zone of d,ain rock and sloped to drain (minimun•, slope of 1/2 percent) toward a suitable discharge. The drain rock should be wrapped in a geosynthetic. Backfill material placed behind :ne wall and extending a horizontal distance of 1/2H, where H Is the height of the ret,.ning wall, should consist of the well-graded sand or gravel, with not more than 5 perccot by weight passing the U.S. Standard No. 200 Sieve. Alternatively, the on-site soils c,,,n be used as backfill material provided a minimum 3-foot-wide column of drain rock wrapped in a -geosynthetic ;s planed against the wall. The rock column should extend from the foundation drains to within approximately 2 feet of the ground surface. The geosynthetic should be non-woven, have an AOS between the U.S. Standard No. 70 and 100 Sieve. and a water permittivity greater thar, 1 `i sec ' The drain rock should be uniformly graded, have a maximum particle size of J inc:.t.es, and have less than 2 percent passing the LJ S Standard No. 200 Sieve (washed analysis). Backfill should be piaced and compacted as recommended for structural fill, with the exception of backfill placed immediately adjacent to Walls Backfill adjacent to walls should be comr acted to a lesser standard to reduce the potential for generation of excessive pressure on the walls. Backfill located within a horizontal distance of 3 feet from the retaining walls should be compacted to approximately 90 percent of the maximum dry density, as determined by ASTM D 1557 Backfill placed within 3 feet of the wall should be compacted in lifts less than 6 inches thick using hand-operated tamping equipment (such as Jumping jack or vibratory plate compactors) If flat work (slabs, sidewalk, or pavement) will be placed adjacent to the wall, we recommend that the upper 2.0 feet of fill be compacted to 95 percent of the maximum dry density, as determined by ASTM D 1557 Settlements of up to 1 percent of the wall height commonly occur immediately adjacent to the wall as the wall rotates and develops active lateral earth pressures. Consequently, we recommend that construction of flat work adjacent to retaining walls be postponed at least four weeks after construction, unless survey data indicates that settlement is complete prior to that tune SITE DRAINAGE We recommend sloping pavement surfaces and open space areas such that the surface water runoff is collected and routed to suitable discharge points We recommend that the GeoDesign, Inc. 7 ractrust-51 032000 ground and paved surfaces adjace nt to the building be sloped to drain away from the building. SEISMIC CONSIDERATIONS We recommend that the building be: designed using the applicable provisions of the State of Oregon Structural Specialty Code for Zone 3. Site conditions correspond to a sell profile type Sr� and a UBC 1997 seismic coefficients, Ca = 0.33 and Cv = 0.45. OBSERVATION OF CONSTRUCTION Satisfactory f;undation and earthwork performance depends to a large degree on quality of construction. Sufficient monitoring of the contractor's activities is a key part of c etermining that the work is completed In accordance with the construction drawings and spe-ifications. Subsurface conditions observed during construction should be compared vJth those encountered during the subsurface exploration Recognition of changed cond,tions often requires experience, therefore, qualified personnel should visit the site with sufficient frequency to detect whether subsurface conditions change significantly from those anticipated We recommend that a qualified geotechnical engineer be retained to monitor construction at the site to confirm that subsurface conditions are consistent with the site explorations and to confirm that the intent of project plans and specifications relating to earthwork and foundation construction are being met. LIMITATIONS We have prepared this report for use by PacTrust and Its consultants in the design and construction of the Tigard Office Building located at SW Hampton Street and SW 68''' Parkway in Tigard, Oregon The data and report can be used for bidding or estimating purposes, but our report, conclusions, and interpretations should not be construed as a warranty of the sut surface conditions and are not applicable to other sites. Explorations Indicate soil condltr)ns only at specific locations and only to the depths penetrated They do not necessarily reflect soil strata or water leve! variations that may exist between exploration locations. If subsurface conditions differing from those described are noted during the course of excavation and construction, reevaluation will be necessary The site development plans and design details were preliminary at the time this report was prepared. When the design lias been finalized and If there are changes in the site grades or location. nfiguratlon, design loads or type of const Diction for the building, the conclusions and recommendations presented may not be applicable If design changes are made, we should be retained to review our conclusions and recommendations and to provide a written evaluation or modificahc•i GeoDesign. Inc. 8 Nactrust-51 032000 The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically descr4nad in our report for consideration in design. Within the limitations of scope, schedule and budget, our services have been executed in accordance with the generally accepted practices in t`lis area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood. We appreciate the opportunity to be of continued service to you. Please call if you have questions concerning this report. or if we can provide additional services. ♦ ♦ Sincerely, GeoDeslgn. Inc. i Ryan K. Write, E.I.T Geotechnical Staff W13701�'D OREGON Scott V. Mills, P E 3, I Senior Principal CO c;coDesign, Inc g nctnist "t U,V"nwP Honeywell XLS10 Fire Alarm Control Panels Exceii Safetv 1 OR 2 ZONES � S Y 5 T F M SPECIFICATION DATA FEATURES HonevwwN 1 -2 Initiating Device Circuits(IDC) 2 Notification Appliance Circuits(NAC)and space for one Relay/City Tie Moduli • Bi-level input circuits for combined water-flow/ supervisory functions for lower installed cost • Zoned alarm verification to reduce false alarms • Signal Rate Selection(Continuous,Temporal 3-3-3, ana Marin 1 o,te) • Optional programmable Alarm Silence/Reset Inhibit Iinier • Optional Alarm Silence Timer programmable fcr 10,20, 30 minutes,or disabled • Re-sound on new aiirr- ind Alarm Silence switch • Re-sound on new trr .ales and supervisory signals. Supervisory has restore operation. • Automatic Battery Charger with supervision avid deep discharge protection • Lamp Test feature built into I reset sequence • Power-limited IDC and NAC wiring • On-site Programming • Digital alarm ^ommunicator • Design and Manufacture per ISO 900! Standards • UL, ULC,and CSFM Listed GENERAL XLS10 Fire Alarm Control Panels provide microprocessor- For water-fl-)w circus!;, alarm and normally-open supervisory bssed sn.oke and fire detection signaling for small buildi-igs contacts can co-exist on the same circuit. Water-flow signals and are dt4gned to lower total installed cost for sprinkler annunciate Rs alarms;supervisor,,,signals display and start system monitoring. XLS10 Panels implemern,ob-specific the supervisory response sequence. tinu can define we,ter- applications with front panel programming,You can optimize flow circuits with or without a 15-second retard. The retard your system and your costs ror virtually any small life safety feature allows the use of non-pneumatic water-flow switches application. to reduce device and maintenance costs. On power-up,the panel automatically programs Itself for the You can configure the optional Relay/City Tie Module to modules presant. In most cases,the default factory program activate on alarm, supervisory, trouble, or during the system satisfies Job requirements. When customization is necessary, reset sequence. panel controls enable operators to quickly,Hake changes •vithout the use of special tools. Nonvolatile rramory provioes The zone display LED annunciates alarm(rad),supervisory permanent program storage. active(fast yellow), supervisory restore(yellow), and trouble Model XLS-1Z1 has one Initiating Device Circuit(IDC)and (slow yellow) two Notification AppFance Circuits(NACn). Model XLS-2Z1 has two IDCs and two NACs 00 U S Registered Trademark II � Copyright vC 1996 Honeywell Inc • All Rights Reserved XLS10 R-4EAL LRM CONTROL PANELS DESCRIPTION Initiating Device Circuit(IDC) Each IPC has a tri-color zone LED.The LED displays fire Each base panel has a main board mounted on a display alarms as red and troubles as slow flashing yellow. P y Supervisory signals appear as fast flashing yellow for active, subassembly.A single screw allows easy mounting of the and steady yellow when initiating contacts restore. complete subassembly for wall box installation. Support for Non-Verif led or Verified Alarms W;,,I-Box Alarm verification is an option that reduces false alarms and installer callbacks. With alarm verification,the system 0 confirms the presence of smoke before sounding an alarm. To MAIN BOARD verify a smoke detector's operation, the zone is:eset for 8 seconds. followed by a delay period of 17 seconds.At the I end of this period and for 60 more seconds, if any circuit / alarms,the system starts the alarm sequence. Watel-flow alarms can be programmed with or without a 15-second retard. J- 0 Supervisory signals can operate from N.O. contact devices DISPLAY PANEL. Supervisory operation Includes device-restored annunciation. Wiring is Style B(Class B) TERMINAL COVER CHI 14, Notification Appliance Circuit(NAC) Panel Components Each baso panel provides two NACs that are independently programmable for signal rate and silence operations. The Each base panel has two NACs and form"C"alarm ant-' circuits support both audible and visual signal appliances, trouble contacts Model XLS-1Z1 has one IDC; Madel Wiring is Style Y(Glass B). XLS-2Z1 has two IDCs. Relay/City Tie Modulo Common Control switches inr,ude Trouble Silence,Alarm An optional Relay/City Tie Module adds an extra ancillary Silence,and Reset. Common Control LEDs display Power On, contact and a City Tie Connection. Plug jumpers configure System Trouble,Alarm Silenced.and Alarm The display panel the MOIJUle for alarm, supervisory, trouble, or reset includes a large description area for easily applied zone labels, operas on. For City Tie connection, jumpers select the modu a for Shunt contact and Reverse -1olarity, or a Local XLS10 cabinets are available in white or red finish for semi- Energy Municipal Loop, flush or surface mounting An operator can disable the Relay/City Tie Module.This Two-level Alarm Response: feature enables live testing without shutting down fans or The system uses a unique two-level alarm response design signaling the Fire Department. It also allows operators to start that permits combining circuit functions on the same pair fans to exhaust smoke from a building while the panel is in of wires the alarm state. IK The Relay/Gly Tie Module includes an Enable/Disable Switch and Disabled/Trouble LED Programmable Features: J 9K Using the comr ion control switches, you may program to job- specific requirements(see Programmable Fe,-.tures Table) The initialization process automatically identifies all modules WATER-FLOW SUPERVISORY grid sets IDCs to non verified alarm and NACs to audible SWITCH SWITCH signal, contlnuou5 operation. It takes less than 2 ninc:es to crRa,• redefine circuits and functions. For exE,tnple,N O. supervisory devirnc .nd a series resistor can co-exist on the same circuit,thus reducing total?or?count. 74-1936.1 2 XLS10 FIRE_ALARM CONTROL PANELS Programmable Features;Table. Initiating Device Circuit(IDC) 1 Non Verified Alarm (factory default) 2 Verified Detector/w contact devices_ 3. Vorified Detector Only 4. Suppm/icorv, 5. Water-flow/Supervisory 8. Water-flow/Supervisory with alarm retard Notification Appliance Circuit(NAC) Hi=f�fected by Alarm Silence features (factory .fef3ult) Not affected by 'farm Silence Features NAC Signal Rates F2� Continuous (factory default) ' March Time ® 120 SPM 3 Temporal 3-3-3 r4T Continuous ON for 10 sec, 5 sec OFF March Time ON for 10 sec, 5 sec OFF Alarm Silence Inhibit Timer 1 No Inhibit(factory"default) 2 Une Minute inhibit 3 Two Minute Inhibit 4. Three Minute Inhibit Automatic Signal Silence Timer 1 No Tinier(factory default) 2 10 Minute to Silence 3. 20 Minute to Silence 4� 30 Minute to Silence INSTALLATION AND MOUNTING —1 -' Dimensions _ y� Diagram F +_-_ C1 ,..� - D 5'8'VIEWHEIGHT Letter In. cm + — J �;-_— O — RECCi.IMENDED A 1.25 3.175 E 8 4.19 10.64 ,,� UL CODE —-- H C 2.25 5.715 REQUIRED I _ iI1UHVOLTAGE -_--.. --- � D 1.2Ci 3.175 LOCn•IONS I _ -- l E 3.50 889 F 1.00 2.54 G 10.88 27.635 O WALL BOX ;_ I-1 4.50 11.43 w I M j i I 12.31 31,32 i HINGE ° __ / s Io. J 2.00 5.08 ., SIDETO P,JOS K 9.50 21.59 -- ----- -- " - - o - L 12.0004 30.48 4URCACF M N a I`-- 13.50 34.29 MOUNT I DOOR+ 7814 x 1289W x+n 11N I N 8.38 21 285 M1113 I X 72.23W X 2 411,1 IC:M, --- ('Mn• 3 74-1936"1 XLS10 FIFA- ALARM CONTROL PANELS TYPICAL WIRING Notification Appliance Circuit Maximum Wiring Runs Maximum Style Y(Class B)run to EOLR Load Current(amps) 12 AWG ft(m) 14 AWG ft(m) 16 AWG ft(m) 18 AWG ft(m) 0.10 h289(1917) 3869(1179) 2515(767) 1548(472) 0.26 2515 (766) 1548(472) 1006(307) 619(187) 0.50 1258(383) 774 (236) 503(153) 309(94) 0.75 839(256) 51F (157) 336(102) 206(63) 1.00 629(192) _ 397(118) 252(77) 155(4 t) 200 314 (96) 194 (59) 126(38) 77(23) 2.50 251 (77) 155(47) 100(30) 62 (19) A 7H 4 7K }— —_ V S1YLF 0 CLASS B C7N31 C7KV, Non-verified smoke mixed with contact devices Notif!cation Appliance Circuits —— u V A ALARM CON TAG rni� Verified smoke with low impedance smoke detectoONLY +DIACrs r 24 VAC �o-- 0 ------ —a 0R HOLDERS NWOR RELAYS � A A , t r; 3 6K Q 24 VAC O 1 11 USE A'J%RM CONTAITS ON BASE PANEL IF NO DISABLE FEATU-;°REOUIREL USE RELAY/CITY TIE IF DISABLE OPERATION REQUIRED SUPFRVISORv Vyglpq.FI,OW Q DO NOT CONNECT TO SAME SOURCE AS FA PANEL. SWI7 CN SWITCH c;7K.y, CLASS II TRANSFORMER UL LISTED POR FIRE PROTECTIVE Water-flew switch with or without RETARD SIGNALING USE 120/24V,80/60 HZ 40 VA and with supervisory Z�s SERIES DOOR HOLDERS AND/OR MR SERIES RELAYS SEE DATA SHEETS FOR CURRENT RATINGS QLOCATE FAN SHUTDOWN RELAYS WITHIN 3 FEET OF THE CONTROLLER OR AS SPECIFIED BY LOCAL AUTHORITIES C7839 1T 1V 4 1K FAIT Safe Ancillary Circuits Supsivisory Devices only Initiating Devices Circuit Maximum Wiring Runs Maximum Wire Run to Wlre Ga a to EOLR EOLR ft Lm) —�-- 12 10,000(3049) 14 9600(2927) 16 6250(1905) 18_ 1 3800(1 159) 741936-1 4 XLS10 FIRE ALARM CONTROL PANELS SPECIFICATIONS Common Control Switches: Trouble Silence Alarm Silence Base Panels Reset .J XLS-1Z1 Drill Control Operation by pressing Reset and Alarm One IDC,two NACs with space for one expansion Silence together. I-Trp Test displays during reset (output) module sequence. J XLS-2Z1 Two IDCs,two NACs with space for one expansion Main Board: (output) module 2 Style Y(Class B) NACs, polarized, 24 /dc, 1,OA max each from a total power source of 1.5A. Input Power: 1 SPDT Alarm Contact 24 Vdc/ac, 1A 120 Vac, 0.5A, 50-60 Hz 1 SPDT Trouble Contact 24 Vdc/ac, 1A 220-240 Vac. 0.25A, 50-60 Hz NOTE: For 220-240V operation, add"-220"to Base Relay/City Tie Module(RCT) Model number,for example, XLS 1Z1-220. One Cirruit Supervisory Current: 16 mA Power Supply: Alarm Current: 76 mA 24 Vdc. 1.5A total.full wave rectified, Unfiitered Contact Rating: 24 Vdc/ac at to 24 Vdc for charging up to 4.0 Ah Sealed lead Acid Operational Settings:Alarm, Supervisory,Trouble, Reset Batteries City Tie Connections: NOTE: To meet NFPA 72 connections to Central Shunt, Contact Rating 2.4 Vdc/ac at 1 A Station Monitoring systems via the Relay/City Polarity Reversal, 2-' Vdc at 2.55 to 9.9 mA Tie module requires 24 hours of standby Local Energy Municipal Box, 24 Vdc, 200 mA power. For rewrote station and auxiliary momentary trip current into 14.5 ohw coil on alarm systems, use an XLS-2Z3 Fire Alarm Control Mounting: One expansion space Panel and 60-hour standby battery calculations. Mounting: Semi flush or surface Display LEDs: Power on: green Cabinets: Alarm red White or rad finish Trouble. yellow LEDs Alarm Silenced: yellow Standrards: Zones: red and yellow International ISO 9001 standards Approvals: UL, ULC,CSFM 5 74-1936.1 XLS 10 FIRE ALARM CONTROL PANELS ORDERING Base Panels � Base _—_ To-al Shipping Panel Module Total NAC NAC Max `Height FModel No. Description zones Space Power Power/Ckt Battery Ah (i'-;kg) XL',-1Z1 One-zone Base Panel 1 I 1 5A 1.0A 4.0 12 X5.5) (120 Vac 50-60 Hz) XLS-2Z1 Two-zone Bace Panel 2 1 1.5A i.OA� 4.0 12(5.5) (120 Vac 50-60 Hz) XLS 1Z1-220 One-zone base Panei 1 1 1.5A 1.OA 4.0 12(5.5) (220 240 Vac 50-60 Hz) XLS-2Z1-220 Two-zone Base Panel 2 1 1.5A 1.OA 4.0 12(5.5) (220-240 Vac 50-60 Hz) Finish for all panels is off-white with black accents. The 120V panels are also akailable in red. To order red, add the letter R to the model number,fc,r example, XLS-1Z1 R. Expansion and Feature Modules System Batteries Shipping r Ampere Batteries Shipping Model Adder Weight Model No. Hours Required Weight(lb!kg) No. Description Space (Ib/kg) L12V4A 4.0 2 4 (1.81 RCT Relay/City Tie 1 0.4 r.18) --- (see note) EOL-Pl., End of Line Resistor N/A 0.4(.18) Assembly with Plata NOTE To meet NFPA 72 connections to Central Station Monitoring systems via the Relay/City Tie module requires 24 hours of standby power For remote station^id auxiliary systema, use an XLS-2Z3 Fire Alarm Control Panel and 60-hour standby battery calculations. 74.1936-1 R w ' 1 2 3 3.1 QV 9 � ;' : ; . ' ;• ° .0 f f I I I I I i I I. . • • • I I L0011 Tel I I I I ( i I. • . • • • I ' _ K Ila I '1 r. _.—J I c �� I ( I I I - - I ` 0 I I I JI I I I I I I. I IF I I N TIGARD rrRIANG LE FOURTH FLOOR 12909 SW 68TH PKWY. SCALE V16'•I'-V PORTLAND, OR 97223 of BPIImp sm' 12/9/02 A FMALqhLJET P— MIR I Y NOTICE: IFTIHEPRINT ORTYPE ONANY ll_I_ ! Ir ' IIIIIII � III III III Ill 111 111 ill ilr. .�.1 �, ri � � iir r�-r -r� i 1 �-r il � Il i � i i � i �_! r il � .� liiii �.�..1. _f � l Ali i ! i I� I 1 ! 1 ilrT ! i ij � f�1 .r 1 � -iirl i- r I llr! i ! i ilk 1I � ! 1 � � i I 1-1 I I Jill IMAGE IS NOT AS CLEAR A I I S THIS NOTICE, 1 2 `� 4 � - -- -- __ 6 7 _ 8 12� � IT IS DUE TO THE QUALITY OF THENo.36 ORIGINAL DOCUMENT IIII EIIII IIII IIII II_II III�I IIII !III III�I I!II .11�11111-11111 L11I III! .IIIIL!!il IIII. IilT� Z!!ll I101i Z� -� 1181! I 8 8 IIII 11111 ,1111 "Ilil 11111.11.1 I>J IIIIC�11 , S M _ W yy HAMPTON SR w - W _ ____ a, s/8-►RION Roo C RMI 2 4 6.2 3.0 _ . '2a �-- _ E W - `� - --12�l - �N MON Sox 7r 246.54 T 4 ,. CURB 2 ' / 43 C W E - ` 62 ` L - Q D 246 69 CONIC. WALK 247.92 L 248 4b G248 y4 Ti' _ -' W 2 14 ` 3 39 E- - BURIED H •261 .35 - E GTE 245.73 2a 9� S c L _ 249. E E '2 5 15 ?S 24 _. ----- ___ -87 15( all ,?`� 9�� f` CONIC. w W ri-- - 45 64 TC 9 245.57 �, DRY WELL ap -- ,�! 4 -t 44 .87 CONIC. WALK 255 4.3 55 258.04 -�- 160 G W v_ (�l 45 30 " oh RIM 24 .96 r3 ria I • - - Y' - 2`?8 !4 261 64 T 61 .00 z 252. <45.fS0 TC .�' .244 1 IE 8 242.06 ® „��' / T . „ „ . ® R r 24F) Ho 2 „ } r, ` _ _-Z-24l 98 U • 6"() 4.3• 6, 2fa149 �Q (1" 26 S( o �; L gyp, s. 0 V : ,. „ Q s (9fi SP (S) 8"F 28 247 91 �`' , „ ., O� vL H P yR, 2 „SQ9 � c� ' 250 as r C7 O 10"U® 1 0 f� 6 5 3.9 9 ® 8 0 O ,r 5/8-IRON ROD a- ECC 9 " ,� ' S F 2C v �� tih� „ 255.2 10"0 `O ,0 10"o s.o.2• 5.30 TC ' � � 6 SP 244.9® 15 0 E, � ❑ EV � 4, 6"0� ® ® 8 U � 4.99 G 145.40 G 2--6"SP , og fi"�P1 U F 32„SQ9 y° ❑ EV ti ® 8"U 6"0 6"0 .',h a+ Q �4 s Q `?6' 9 6 SPS 6"0 zs4.o® 8"0 8"i) 00 � ®6�r, L 243.5 243.3• 244.OQ� f)' S1"� F h 6' 0 0, 9 1 _,P® � c �L 10"F� "0� ® 3- 4"0 25s. 1® �p; 60 „ H. 9 10 F 24'C " 10„F GG A \24C 25+ vU,� ASP 0.97• ® 8„0 8 0 O -� (9 F"F F' 9G, `per LPp 08"o .•o av ® 6„0 I ` 244 2• •24 71 `S� „ SFS 4 98 G 6„C® ®�� 0, 98"O 2-2 .85 TC &y �� CU LP A F' p Fj ®252.8 254.5�i 6 O L' L.45 G 244.84 G (0 010"s , LP - •� 244.22 G G 6"` 6"F ••O �� 9 8 '0 G `1� �06 8"C® 253- < ® 8"0 o 2- 12" ® �"F 3- 12"092.55.3 (D •O CB 9 6"F M 243.8 RIMM 243.9 •242.s 243 8• ASPH. 0 29.03 0 --- 2- 10"09 ,\Cj E 239.0 iE 238.'' 18"' ,aK o 6"F 24507 0 t 159.14 0 (9 2- 12 06„0 ® ti r- r 6600 SW HAMPTON ST. 0 " 4x 41 G TIGARD -- ® 20"OAK,� LUS - 010"0 244.3 TC CB 3.9 b.o , OR „ 7223 ® 10"0 .,2 TC g �� a 4.00' E M12 4 238.60 BRI �` -, CK/WOOD/C CNCRETE BUILDING ' 4"00254 5 ; -'3 244.02 TC 6 cP® LP 37,020 SF (-'I**OTAL AREA) � 10"00 y • 2.3 •242.1 243.22 c (OUTSIDE DIMENSIONS N (9 14"0 �� 10"0 14" i U„0253.2 "� Q•. IN•244.21 (g 28"S I N. ND SAN. SEWED PER CITY AS-•BUILTS ® 12"0 •2;4.3 25 78 TC 5 0 i 6"ASH 12"F® 1 96 c �l (n 8"00 f� 8 C ;O 0 1 'v 245. 2 G 8„O ,0 71 TA �A� 18"0®242.0 ACV 243.08 c ® 4„�� i (RESERVATION OF UTILITIES 10"0e (9 9 F 6 � 6"F ,. o �� 14"0(92.51.9 O 9 8 v ° ® 24 SQ o _� IN VACATED STREET) ® 0, i 8„0(� •,0 17 c -- 10„0® 10„0 9 �o cv 2"SQ (V RECORDED 12/15/69 3- 14"0* 3-20"0 6"09253.4 U) 9254 7 243.34 c . BOOK 765 PAGE 328 10 c6 8„0 •� 244.22 ® 911SO rCV rn 5.51 0 9 20"SQ •0 9 10"0 ® 12"C O `t (n I AMENDED BY R & - 9 10"0 `L ® -p N ASPH. L +o ,�4 0 No. 75 306 � ,,p � � n RECORDED 1/22/76 -- 10"�`ti oI .�`l, •� 29 TC `9 s 8"F ci BOOK 1065 PAGE 131 _ " .. 1 � � 4 i `L 1 1 0® 14 0 o ® 2 S� (SEE EXCEPTION No. 7 N 2 010 0� J 254.5• �3 G 243.42 G • 43. 6"SFS' 246.12 ®� 9 24 SQ 00 •• 8 U ,� 0 •242.2 S. i rrl c1 J„0 ® 8 0 8 * ,0 „ SG 20"00 245.10 ps0 30.65 �,� •C) •(y �� 1 "Dr® 244.7 c (APPARENT WALL LINE) tih�� •o ® 4- 12 ;0 6"0� O BOX �' •24 .8 ® / (1 LEVEL TO 2 LEVEL) WOOD„0 252.89 1 100 1 ® l o' 1 �Q a �, 8„0o LPp 2 „S +� t 2 c ° V . ® 10"SP 12" o 0 10 pQ; ® 1 0� `4 43.1 G °9p 44.28 G _ 30"SG .00' `L� f1 ( ,� �� 6„ .1,, � '5 14 I 16 U ,. p , •F J 9 1 "F '243 2 •24.x.55 KYR `{^ 00 s ! (� 8 Q 0 0 a0 � ® i "n 53 `� L 1 4• `t +n BUILDING ® 6 o ® 6 �P {> i r� 1 N 5.08' A 10„0 DECK ®'��' �'`sz s 2�5n2 6 / r , 0,0 v - 24 12 G Q9 I-A 1 LEVEL o 18' 4 Tc 242.96 T / 14"PO+ i- • 0 ( 'A ATED) ® 8 0 00 3- 18"09251 .9 10"O9 ® „ 181.0 c -- 44. s � -- � 0 � A-C. WALKWAY W/CANOPY V ® -7'IS I 10 0® 6;J ® 1 0 TC 43.024487 TC G 1 M 0 o'O o ® 14' ® 1 5„C , °0 1 4"0�! 0 33"S 2- 12"R9 �? 36 8 P#25'.s . 8 'Po rl 18 G® o � 2s t �; 14"0 5 2 18 CS 245.09 0 `0 43.40' - 0 1 G c `4��,r / 46 44 0 Iq ;n 70.07' 8"09 �'� 100�, (9 010"0 X243.2 6 09 �CO 242.81 G v •244.5 25 91 OCK ^ 49.16' • Q9 'U 24"F 1 - - 245.72 1 ; tx q Cy 14 12„P� 2 5 LP X ___!�__.__ U% �/ o V �� a�� G'.N. ROOM < 25t Ion 256 a. r� L4 .2 _ rz 242.2 --- - - _ - -- - - 7' CFiA.IN UNK T O - `� �, --3; -0 "p - fi''P-� - 250 8o 4E235. -- - - - - - ----- ---- ----- - - - 2 - --- � - - -- -- - - - - _ -QST�"0--� - - _ - - --- -�-„-P® - - -- - ` N�FO�MER � REFER z <0 o G ASPH. 18' SG x H 249 61 '� ~ .69 b T 11 t�'�� 4 PAO (COLD) O c�v� ,. T` SIGN Q,, 24...66 �� 2 42.59 rc - 30" ' , 8 SQ M , , s� ROuIN) U 0"P 9 12"P 0 1 2"19 8 C® 0 6 �-=- 242.16 SO •243.3 LP 9 38 G G 247. 4 '`4 ' "P X251 .0 1 8 HM 041 6 0 „ o O k 6 0� � 4 C �y p ECC �� r 2. 2a-p 3�• :g.g 4 GM „0 �,0 1 4"0® 5 ` • � 2 9.40 ASPH. 6 �a �° G _--- _ U 0 6"0 ° c, (i 4�.1O � 243.i?• �" G 144 F37 i 245.42• �2 J by 24- t • �, 90.91 ' � 1 0„F. 10„0� 8 1 0 �-�� ® 8" ® 6" �„ 4� ' � � +24, 0 2 J1 -249. 10 ; "U O (. ;239 TC�.iI 242.09 ~J n� t,A y `i 12 O® „ G c 242.34 TC �,° EC"* . �`� ASP T 6' �' 15 Ota " ® 12"P �, A.O • 14`; 2 C _ na ^� F s 10 O O 242.40 G ® 12' P9 � ® �F� 14 F'� 24"SQ ® ® 28"�Q c� 24 `� Ci. .2x7 4 •x:48 1G F '�P�� ® 6 to 1 O P t49 95 (, 47. • 15" a a�. �9 1 LES CL _ „ 5 12"08 247.8. Qj 2- 1 •242.7 A`��, >r�s� �� `.� �� 4,, ` �,� 'S�c �� - �� .. , v f Y, FH DS �4 S4 WOOD CONSTRUCTI01� 1400 „ F® 8"0� 2a7 `� 12"0 0 14"0 10"0 o ti a 10 o (9 92 C G C i. 7-1 1 ` 242, T �(� �` t--) „�� 6"0 ® 6• '0 •� C 241.85 .50 _ r� ��1�, , � �- ® 1 a crc BU r I✓� �`' a. 20.76' E 4 rCSP 9 g"0 s� 1 4 .47 241 .8 •� 24, g (n `� � B.2 -,,,0® �, 10„0 1,� 246.90 16"0 BUILDING HEIGHT rn d- 24 "0�� 24 •2 t ' (OUTSIDE CORNER) 00 . 241.92 TO 4244.6 , . 1 0 ® 14"Q 1 ,„ p C? i1.67 BUILDING B ••O 145.3 ' • 14 3. • 6 , G •241.2 <Q 4 c 1 DS 2- 14"U� ,1 245.8• n 8"0 241..,3 � ► �, ,.a� L I '45 „ $ E 2 LEVELS 1 � -442 6 � �� 6 0 •, ® 0"0 241.59 T 1 COT (+BASEMENT) (910"0 h"o� 22.73 � �2as.5�D .� C, L '`3 `� � WOOD CONSTRUCTION •b r, •243.ss a 00 15,429 SF (TOTAL AREA) ,'4a v i •O r 0 92- 1 40' _ 40. ® ��,� (OUTSIDE DIMENSIONS) �' „0 141.24 G LP a ' • [ul) " 24 c 6 C o 242.88 NOTE: rn 15 0 ® 6 6 �, rya'` p (9 26"0 - 'Y ENCLOSED ENTRY AREA NOT INCLUDED. � 77 13 T' <y^ ;t -Pp '�� bti�d, :HEMICAL L.P CB 10„0� 244.60 6"0 Q -------- STOR. BLDG. .,k DS 60.66' RI lb ••O ® 8"0 ----97- _ - I� 6„0 2„ n ;'l �NONC. 242.8; 1-- --------- t c ' 13III - .50' 43.2 , �® ® 2 7 --- ' _ IS S Cj - 393ja 2.�3 .6 ► D 3 - Dv M� _ Ila U _. W s.1_�l 1 w �` t' ��'�'�"' r D 7EV1 "f '�1.- 3 •Q Q 0 1 14 3.3• tON ROD 240.59 1(_ H �VACATED - Q'L 1 ' ' z 42 -1-� y'I - r r `'9 1- G 40 64 r 5/8'1RUN ROD S �--- W� �,. t W ;72. ` 88 36 2.7 F 506 1 ' ."4 i •2 1.� 56.38'•.4; 3 a ,.... _. ...... 4 • .w,�, - _ 5/80 1N imr) 9 8 0 *.$oa r PAP a NOTICE: IF THE PRINT OR TYPE= ON ANY r�r lir I ! 1 llll � llllll III III i ! I I ! I I ! I I � r rpt III II-I I ( � r� � I � r .111 .r�r I � I III III I � I III ICI III ► I III III III III III IIIr111 111 III III IIil11t I ( I III 11 ( 1111 III III 1 ! 11111 �. _. I I � I I I I I I ( �- IMAGE IS NOT AS CLEAR AS IBIS NOTICE �. 21. 3 ► ! 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