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8345 SW DURHAM ROAD ADDRESS : Durham 5w�mhmd, "Idt, 3 i:\records\microRm\targets\huilding.doc CERTIFICATr OF ass C11YOF T1�A� OCCUPANCY COMMUNrTY DEVELOPMENT KPARTMeWr Ct17 PERMIT N. . . . . . . : MGT90­02,39 13126 SW HWI Blvd- P.U.Bay.23397,TIwAl,C"Wm-r&(M)d364,1.75 DATE ISGUED& 01/16/9J 1. I'E. AUDRESS. e'.345 SW DURHAM RL) PARCEL 2Sll2CC----0151b0 SUSD I V 191 Cl`'. . . . ZONIN(3s RL'­12 BLOCK. LOT. . . . . . . . . . . . . Cl-ASS OF WOPH. :NF.W TYPE OF USE. . . sMF OCCUPANCY GRP. sRl OCCUPANCY LOADo.2-18 4 TENANT NAME. . . s Duilding 03 Remarks Construct .5-unit apartment building. PRIME UEVELOPMEN7 CO 32250 APMITACE PLACE WILSONVILLE OR 97070 Phone its 694-1.155 Cont ractorl RALPH KELM ,1092,. SE MADISON DR .(JRTLAND OR 97216 Phorut #1 252--,1664 Req IN. . I 3OF17 Occupsnoy of the above referenced building in hereby WiVVILI, end cortifief, the compliancw with the Fitatw Of Oregon 1pecialty Codes for the group, ot.lCulaancy, and uqP under which the referenced permit was liscied. 1"IRE DEPARTMENT alNE,PECTOR 7 I HU ILD INCS n4lCIAL POST IN CON SPICUOU0 PLACE INSPECTION NOTICE / City of Tigard Building DepartBwent / 133.25 w Ball Blvd. Tigard, Oregon 47223 Inspection Line (Rec-o-Phone): 639-4175 Business rhone: 639-4171 Inspection:_____ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. Sa:. Sewer Framing 81 Post/Ream Much. Rain Drain Insulation -plumb, Plbq. Underfloor Water Line Gyp. Rd. -Mach. Date Requested:_ —�,f � Time: AM pM Addrome: I: ' rJ Builder• ermitTHE FOLLOWING CORREel,IONS ARE REQUIRED: Inspector:__ - Date: -APPROVED _ DISAPPROl.D — APPROV'6, SUBJZ,-T TO APAIVR _Call For Reinep. INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Ph on 9-4175 Type of Inspection Date Requested ( �`r?~ lime__ A.M.- ��P.M. 7 Address J �! S -/.''1 .— f�1 2 Permit #- ��- Owner _ J F �� Lot # Builder --_�—' The following Ruildi ig Code deficiencies are required to be corrected: Presented to - _ -- Approved Inspector Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO IN,gPECTION NOTICE City of Tigard Building Depax ,1 ,o- 13125 tip Ball Blvd. Tigard, Oregon 9722i_-' Inspection Li.,e (Rec-O-phone): 639-4175 Busineen Phone: 639-4:71 :'nepect ion:_` Footing Plbg. Underelab Mech. Rough--in Appr/9dwlk Found. Plbg. Top Out Gan Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor pater Line 0". ad. -Mach. Date Requented: Time: _ AM �--PM Addreae: Builders- THE FOLLOWING CORRECTIONS ARF REQUIRED: innpector:_____ 4-- __ _ Date: `_�APPROM) DISAPPROVED _ APPROVED BURJSCT To ANOVE Call For Reinsp. IN,SPBCT�ON_,NO�}"iCA A,/�JI Ci:,l of Tigard Building Departgeent 14:25 S# Hall Blvd. Tigard, Oregon 91221 /, ---- Inspection T:ne (Rec-O-Phcre): 639-4175 Busines9 Phcl:tdl 639-4171 inspection: Footing Plbq. Underslab leech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: Post/Beam Struct. San. Sewer. Framing -Bldg. Past/Baam Hoch. Rain Drain Insulation ) _plumb. Plbq. Underfloor Nater Line Gyp. Bd. -Hoch. Date Requeated: Timer _ AN PN r -r Addrwse:_— QL�� /i _ Permit C�A_� �� Ruilder2' THE FOLLOWING ODRRECTIONS ARE REQUIRED: — ��.yIle c'-JS ry, �•� /, _ Cj Inspector: LJ� 1--' q APPROVED DISAPPROVED APPROVCD SUBJRCT To ABOVE Call For Reinap. ."I PKMION NOTICE City of Tigard Bundling Department 13125 SN Ba]1 Blvd. Tigard, Oteyon 97223 Irgpection Line (Rec-O-Phone: 639-4175 Buetnens Phone.'639-4171 Inspection: R'«iking Plbg. Underelab Kech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Past/Ream Struct. San. Sewer lreminq -Bldg. Post/Beam Nec:h• Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Ayp. Rd. -Mach. 0 Date Requesteds _�� Times 11M -KPN Address:_ �.(/{ /tLZ, Permit Ir��L BuIIdar:�_ THE FOLLOWING CORRECTIONS ARE REQUIRRD3 70 t Inspactar:_ _- Dater A"PROVED 0I8APPROVRD APPROVED SUBJECT TO ABOVE Call For. Reinsp. INS_�ECfION NOTICS City of Tign Building Department- 1 $*�� 3125 ell Bled Blvd_ Tigard, Oregon 97223 Inspection Line (Reo-O-Phones 639-4175 Business Phones 639-4171 Inspection: ' Footing Pl Underslab ech. Rough-i �r/Sdwlk Found. Plbq. rop Out Gas Line FINALS Poet/Beam Struct, San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Bd. ..Hoch, Date Requenteds / r '-'fid Time: AN ^PM Add roan:_� permit #: Buil4ers 7 - -i THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors__ 4 /t _ Dates 1 _APPROVED DISAPPROVED APPROVED SUBJRCT TO ABOVE ---Call For Reinep. Spfst4l'iON_NOTICE City of Tigard Building Department_ 1.3125 Rw Hall Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-0-Phone): 639-4175 Busineas Phone: 639-4171 Inspect ton sW_� --.--- - —` Footing Plbg. Unders-ab Rech. Rough-in Appr/Sdwlk Found. �' pl .pop O___) Gas Line FINAL: -Bldg.Poet/Seam Btruct. San. Fewer Framing -B �� Poet/Beam Koch. Rain Drain Insulation Plby. Undo-floor Nater Line Gyp. Bd. r -Mach. Date ReQueeteds. 7 Add:east Builders THE FOLIkWING CORRECTIONS ARE REQUIRED: _ Date: / Inspector• APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. INSPECTION NOTICE f� City of'Tigard Building Department r. `> P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection � %L7 Ti 5�/"q.M. P.M. Date Requested Address _ ��L.Z—,[G�r L Permit Owner J�(�! ) J_L! — Lot #_ Budder The following Building Code deficiencies are required to be corrected: Presented to ___ _.__ X-lpproved Inspector _ ___ Disapproved Date -- CALL, FOR REINSPECTION [� YES n NO 1 _ WASHINGTON COUNTY INSPECTION CAhJ PROJECT NO. DEPARTMENT OF LANG USE AND TRANSPORTATION PERMIT NO. � ) FOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMATION CALL: 640-34 DATE ADDRESS -- V - +�_ I- ,T PERMITEE A%7 DIRECTIONS _— PHONE NO. BUILDING __ MISCELLANEOUS _ P ELECTRICAL ftg post/bear nail mobile home — a�s rain drainrain drain temp service fdn frame apron/ wood stove P at/beam storm sewer cover ✓E service sidewalk slab insul FINAL FIVAC top out FINAL FINAL gas test sewer USA No. OTHER --- — _-- -- OUESTED APPRt1VEDn�pa RA AND RE-INSPECT APPROVED ®APPROVED H NVER N TION STOP WORK UNTIL: INSPECTED 8vDATE ---- �4d� INSPECTION NOTICE City of Tigard Building Department F.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �yti Date Requested -�U Tir>��A.M. P.M. Address ---J� _� ,`i!�'-��. t Permit Owner Lot # -- Builder cr_s.`_L__.-— ......- - —��--.�_— The following Building Code deficiencies are required to be corrected: Presented to _____- �4ppro•red Inspector _ — Disapproved Date — CALL FOR REINSPECTION ❑ YES ❑ NO i i i INSPECTION NOT ICE City cf Tiga,d Building Department P.D. Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection _77i�c � C . Date Requested /-� '�1nme Address J X15 /� –�y1 Parmit Owner ' Lot #_ Builders �� � �' .i=_ —" — Pie following Building Code deficiencies are required to be corrected: Presented to _____•____ Approved — Impector Disapproved Date CALL FOR REINSPECTION C� YES F1 NO APPLICATION STREET IMPROVEMENT/EXCAVATION COPY TO: ORDINANCE NO. 74 14 WHITE)• ILE YELLOW)-FINS'. (114STRUCTIONS ON SEPARATE SHEET) bj4'INK)-OTHER AGENCY 41BLUE)-APPLICANT APPROVED ➢}.� APPLICA'TION NO. NOT APPROVED /❑ CITY OF IIGARD, OREGON FEE AMT.: ;r_'.—� �U,--��--- PENDING FEE. PMT. El CITY HALL. RECEIPT NO.: .��-' f PENDING SECURIvY ❑ PURL IC WORKS DEPA R TMENT BY _.--_'' � DATE-- PENDING ATE PENDING AGENCY "OK ' ❑ Xpplic.ltion and Progmv; Rccord — — — — _ _ — — — _ _ FOR STREET IMPRCIVEMENTiEXCAVAI'ION MAI AS PECIUMEoo D fir_—�Ji� PENDING INFORMATION ❑ `qr4 ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE: .: PERMIT NO.; Q_.. _�_�_--- DATE ISSUED: 1 L , BY: (1 "_6PPLICATION !S HEREBY MADE TO EXCAVATE FOR AND Idt11� 4- DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT iQ_��ACCf`�`� _ I,,, _ 1�� L_ 1�)r f� ( - b RAME ADDRIESS 1 CIT — 1� PHONE CONTRACTOR ? -_ � � --CITY ? '- ?&!© / "�TQONF. PLANS BY_ 1 t� t�1�._l._.--4 .~�'i`�� I kA,.a� `. Z'T 1 P'r�t] :+ CI pHpN ESTIMATED IMPROVEMENT TOTAL VALUAT'ICN ( COST): S _ DOLLARS (2) EXCAVATION DATA. 16"OFFICE M :� --t� uMIN, 4 XS_ �STREET DESCRIPTION ROGRESS & INSPECTIONSTATUNAME SURFACE CUT CUT CUT MATERIAL INSTAITEM DA4E REMARKS/TYPE AY TYPE LENGTH WIDTH DEPTH ITEM ek QUAREET " P N,,D- TION ESTIMATED STREET OPENING. DATE: _� / E Y ESTIMATED STREET CLOSING DATE: - / / T -- E D :�DU ��--- (3) SECURITY NO. _ _ SECURITY AMT.: $ cLosED SURETY CO.: — _ '"FINAL INSPEC. (n) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL, — SPE�IAL PR VISION /C ND 'f ONS: FEATURES; EXCAVATION LOCATION AND EXTENT. } �� CCrK7 dAN t— — --- — — 47..k11'S I 17 d C u 941 "t �Ata, 5 7, 54 1 j I I I I I �• C:' 1 !41'4 (�) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANT TO CON13UCT WORK HE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. E' THE APPLICANT AGREES TO DEPOSIT THE: REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CA rY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. A P P L I C A N T 9 91GNATURE. DATE v e ' s TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526.2469• FAX 52.(x2538 41 .. • .� August 3, 1990 Ralph Kelm 10924 SE Madison Drive Portland OR 97216 Re: Durham Estates PlJ le 8345 SW Durham Road, Tigard Plan Check #1-66-C Dear Mr. Kelm: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Lite Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC), Uniform Fire Code (UFC), and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1. Tenant Separations: Tenants shall be separated by not less than 1-hour fire resistive construction. Walls between units shall be of either 5/8ths or 1/2 inch type X gypsum wall board. Framing is acceptable as shown. Please advise this department and the Tigard Building Department as to what system is to be used for the 1-hour fire resistive construction. This Plans Examiner's suggestion would be to call a system out of the Uniform Building Code, Chapter 43. 2. Fireplace Installation: The installation manual for the fireplaces shall be maintained on the project site at all times for use of both the fire district and huilding department inspectors. 3. Hxdr-ants and Locations: Fire hydrants shall be located within 250 feet of all portions of the exterior wall of buildings and measured along access roadways. Approval of placement for hydrants will be coordinated with the Tigard Water District. 4. Landings at Doors: There must be a floor or landing on each side of all doors. The floor or landing must not be more than one inch lower than the threshold of the doorway unless serving access for the physically handicapped [ UBC Sec. 3304(h) ]. "Worklnr"Smoke Detectors Smve Lives Page 2, Durham Estates, .Aug. 3, 1990 5. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles [ UFC Sec. 10.208 ]. 6. Waste Storage: Commercial dumpsters and containers with an individual capacity of 1.5 cubic yards or, greater shall not be stored or placed within 5 feet of combustible wall openings or combustible roof/eave lines. For areas containing dumpsters or containers protected by approved automatic sprinkler systems, the above may be waived [ lJFC Sec. 11.209(d) ]. 7. Approved plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction ,),.-rmit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire Inspectors for reference during required construction inspections [ UBC Sec. 303 ]. 8. Required Occupancy Certificate: Prior to the use and occupancy of the project (space), a cert ficate of occupancy or other written instrument of approval must be obtained from the building dcpertment issuing the construction permit [ UBC Sec. 307 ]. .Lf I can be of any further assistance to you, please feel free to contact me at 526-2502. Since^Ply, �C Gene Birchill, Deputy Fire Marshal/Plans Examiner GB:b 1:4545e cc: Prime Development (owner) cc: Ken Paulsen (architect) CIIFYTIFA RD MASTER PERM CrffrYOF MAD) PERMIT 0. . . . . . .t!rl" 39 r* ��_j7.VJ2� __.. COMMUNRY DEVELOPMENT DEPARTMENT PRIM. PERMIT #. ,- IIST90 0010 13126 SW tart Blvd. P.O.sox 23397,TJgmW,01 sW 97FA DATE ISSUED: 08/03/90 SITE ADDRESS. . . RD PARCEL: 2SI12CC-015plo� SUBDIVISION. . . . . J-� 3 L)(, r Aq ZONING: R-12 BLOCK. . . . . . . . . . .. LOT. . . . . . . . . . . . . BUILDING REISSUES DWELLING LINITS:3 BASEMENT. . . . . . . . v6 Sf CLASS OF WORK. iNEW BEDRMS:6 14 o*r H 13-.6 GARAGE*. . . . . . . . . . :0 Sf T'YPE OF USE— :MF FLOOR REOUIRED TYPE OF CONST. :5N FIRST*. . . . : 1344 Sf LEFT. . -O ft RIGHT. -.0 ft OCCUPANCY GRP. :R1 SECOND. . . .- 1344 sf FROMT. .-O ft REAR. . tO ft STORIES. . . . . . . :2 THIRD. . . . -O 1-;f HEIGHI.. . . . .. . . . : 18 f t; 'TOT 0 Sf SMOKE DETECTORS. rY V'LOOR I-00D. , :40 psf VOLUE . . . . $: 1. 1.0000 PARKING SPACE'S. . -.0 3-unit apartment bLtildirig. ......... 1-'LUMPING G I NK S. . . . . . . . . . :3 FLOOR DRAINS. . . . :td BACKFLOW PREVNTRS. . -0 I-AVATORIES- - :6 WATER HEATERS. . . :1*3 TRAPS. . . . . . . . . . . . . . .�a I UB/SHOWERS. . . . :3 LAUNDRY TROYS. . . :0 COTC.,H B A S I N 6. . . . . . . :0 WATER CLOSETS. . c 6 SEWER R LINE (ft) . gO GPEASE TRAPS. . . . . . . »0 DISHWASHERS. . . . :3 WATER LINE (ft) . -0 OTHER F'I XTURES. . 0 (.'�ARDAGE. DISP. . . :3 RAIN DRAIN (ft) . .O WASHING MACH. . . s3 SF RAIN DRAINS. . -0 MECHANICAL.. ........ FEES FUEL L3141T V1TRS. . :0 type a M o(.(r)t by date reept /E L F./C VENTS . . . . . .0 P P R T 00 r1AX INPUT-.0 BTU VENT' FANS. . :3 PPLC* 291. 70 VURN ( 1.00K . . .-0 HOODS. . . . ,. . -0 FIRE H 1.83.20 FAJRN )=100111 . . :0 WO(:ODSTOVES. 3 145PIC 22. 90 1:*L 0 0 R F URN. . . . »0 C1..0 DRYERS. *3 ST DC 1.080. 00 D'OTL/CMP < 3HF-`-.0 OTHER UNITS-.0 PARK f, 450. 00 GAS OUTLETri:0 11 P R T $ 46. 00 Owner-. MPLC I; 11. 50 PRIME DEVELOPMENT CO 115PC $ 2. :•30 '32250 ARMC TAGF PLACE PE'R'T' !ti 225. 00 FPLC' $ 5 6 WILSONVILLE OR 97070 PSP( $ 1.1. 25 Plinrie 0.- 694-1555 PAYM $ 2844. 10 JLH 08/03/90 14ILPH KELM .1,0924 SE MADISON DR PORTLAND OR 97216 Pfiovip tf- 252 1664 Reg :3067 9; 2844 J.0 TOTAL This permit is issued subject to the regulations contained in the REQUIRED INSPECTIONS Tigard Municipal Code, State of Are. Specialty Codes and all other Crawl Drain Plm/Unde-r f loor applicable laws. All work will be done in accordance with approved PlUnit) 'Top OLIt CrAwl Drain plans. [,his permit will , not started within 189 Me c!fi a ii i c a 1. Fi nA.L Slat) Insp dayv, of issuance, or if work slusuper Hel far n ys. Plumb Virial Mecliallit-al. 111!;P Foot/Fot.tiid I*r)ti p Plt.tnibi.riq Top 0itt Permittee Sig-flat'(.tre: E-f.C)q i.o 11 C c-)I.,t r o 1. Framing 11-1-,11 Post/Pearn Street FJ -('PpIACe InSp ed for s, I: ;sued By, 't/PP ...... ......... r'C)r. .An) Me0le n Gas Liiie Ins Call for inspecti.ovi 639--41.75 :ITY --DF' TIG4,FT PECElPr OF PAstlENT F--EC C.. It: T 1!6. CHEC-f F,Ve7ME flEVELOPMENT CO. cAl:-JI AlliclUill 1-7 -',FMITAGE Pl c,HrE SUBD I V I '.I ON E OF F'A'YMENT -:4-11-DUHT PAID F1_)PFO'.3E OF r4;YtlEMT HIlIC"IlAriT PH, ID T 7- 1 00 rt..uilrql.l`4C'i PF.-PM V r.I I Go PPF PI A CHE'"I Fr !:� STPEET 50C. "n 7"- TUALATIN %'ALL 52 4C le Wo 9 D -3 -W CUVHP�tl Rr.-. ArT. SAPAGET cu)r7— At101.1NIT SEWER CONNECTION C17YOF71GARD ' �WYOFlliirlRD - E'ERMIT g4. . . . . . . . JWR90-0271 COMMUNITY C'EVELOPMENT DEPARTMENT JWW.- ihI7—a. c 'sTT?5-H��-W0I>> 13126 sw wt OW. P.O.Baa 23397,lipud.OrW Qt 9'.9 aD4�+1 Tb LATE 1 S S U E.D: 06/29/90 SITE ADDRE3S. . . 4- SW DURHAM RI) l�*sq�Q PPRGI':1..: 2S112(;('.'1--11.":10@ SUBDIVISION O ZONINGa R-12 BI_OCIG. . . . . . . . . . .. I_O'I.. . . . . . . . . . . . . TENANT NAME. . . . . aDURHAM ESTATES USA NO. . . . . . . . . . :42 318 F JXTURE. UNITS. , . CLASS OF WORK. . . ANEW DWELLING) UNITS. . :3 TYPE OF USE. . . . . aMF NO. OF' BUILDINGS-. 1 INSTALL. T'YPE. . . . -BUSWR IMPERV SURVACE. . : Reniark.s: Conet•rt.tct ::3--•t.irii.t: apartment bUildirig. Owne!•r a -...._.____..__._._._.._..____...__---.__._...-___._._._..__._.._ ___._._._._.___._._._.___....._. F-ELS ...........-_.__....._. F)RIME DEVELOPMENT CO type amount by date reept 32250 ARM I TAGE:: PLACE V RMT $ 3750. 00 INSP $ 45. 00 WILSONVILLE OR 97070 L'AYM $ 3795. 00 JL.H 06/30/90 Flhoiie Ms 694-15551 14019 AND TOM RA aCH 1.913713 S. FISHER MIL'. RD. OREGON CITY OR 97.345 P1.101-19 !4: `t: .3795.00 TOTAL -- - __ REOUIkED INSPECTIONS -_____...... :has Applicant agrees to comply with all the rules and regulations Sewer Inspection o1 the IJnifiPd Sewaye Agency. The permit expires 120 days from the date issued. The total Mount paid will by forfeited if the ..__ _ _. __.._._._. .._._.......... nermit expires. The agency does not guarantee the accuracy of the side sewer laterals. If the sever is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the instalipr shall purchase a "lip and Side Sewer" Permit and the Aqency will install a lateral. I'ermi.ttee Sigriatt.t-ret 1'e;5t.ted Ny _....__.__. Call for iiispectioii - 639•-4175 CITYOFTIFARD "M. PLAN CM AP M= V va eo.�r PLAN c� mac � '�D°pa3�n22a PERKrr IF//'I STS -0,2.s COMMUNITY DEVELOPMENT DEPARTMENT QATE ism,.., JOB ADCC2E�S: c5�-? L[/ AV, TM 0/-5220 SUB: A� 3 ��''�j_ IOT: 1101) USE: �q+ VAU=C 19: Imo: c��00 U NAME: _ REISSUE OF: ADD[tESS: — LAST REISSUE: _ F7J00D PLAIN/ _ 0201IM LAND: PHCNE: _ 01! _ . PIAIOUM: NAME: ACCRE,SS: — _ — FIRE fET UI4�R: PHCNE: BUIMERS BOARD f: EXP [GATE: =1 _ BUS TAX: _ CAhQ IJU70NS: - NAM: _ TRUSS DErAII S: ADQtES.S: —_ 0IHER: cITH NTS: PERKrT if ACJCr if pEo3 1YMN AI"IXNr ANDURr PD. BAL. DUE 10-432 00 Building Permit Foes Z15E,00 _ , eo -"- _ 10-431 00 Plumbing Permit Fbo,— 10-431 01 Mechanical Permit Fees °ta 10-230 01 State Building Tax (5%) suildirrg _ C) Plwnbing Mech 10-433 00 Plans (1-.ec* Fec es Wilding Plumbing 5 L M Medi -- /// —- _ _ 30-202 00 Sewer Cormecticxi 30-444 00 Smoer Inspw- ian 51-448 00 Street Systm Dev Charge (SDI C:) 52-443 00 PatiLs Stem Lx v C migee (FOC) _� .QIZ omb 31-,410 00 Stc m Drainage Syst Dow Cog (SSDL') 10-230 06 Fite PEC APPL.IC ANr SICNAZURE Roceivod By: _ Date Received: -- ef/3587P.WPF / t 1 ,- - C. ALL � T HAM T T M14L �+ .w. AVQ14 •T TP I Mww Vol Qrit,-tr _ #A , r.• - S /, -. 2c, i •2 C, DC ,, `. -ship 2 South, Ran$s 1 Weat. Willamette Meridian, more purticulatlr described as followas corner of the Tieent J. Moran -tract as d*setribed in S .srA�"�>c c = c,r✓ oF ''Ku:.:� �vw_ REVISIONS FU;;I�UAI'tOh! GtyNlvi<A!✓ NO'T_'ts;5 oc alb" Fl,t6,V (fi"Pr STC*'i I p�.t Gt GENERAL NOTES +, -•-_„- _� ____ ; 1. 'Phew nous are grariciral iii nature and are ).nteMaid ti-) set minimue stardzuds for anstrLx • ; ,17 E C(j(� 1. Tlr� no!:,a:; are general in nature a,xl are intended tri s,� mir,irnurn �da�cds fac- construction. tier,. 'X't>a drawings ateai ' The drawing and ape�6hcatiorw stall. govern over tine general ndka to the esteat shown. 3 icat!"-js sil-sall govern over this a!l rostral to the 0i tent shown. o ' W t33o L w Q o R b 3a,� a• 600P Rc)owlN�, �ti 2. All wcwk perf(_lmed on this prof *ct 4 ,%1.1 be in accordance with the � Elland- 2• S� bwliing aro+as sacat:ors�, and f6xar �i� and c�ac`al sxx>es inn s►i,�dtltior,al Inz4braation. _ .. .- _ ' anig, or•dinanc.�a, ate:., of t1ba overWnn murii a ipli�cat>,Le c g at 3. Excavata to unelL9tw"d inot9AMc strati, and stsp excavation in no more then 2-0 inc�zne-• - m enta W pmvi cis full b m= on level � k !r �iX " 9 9 c�ality, w� I-13-hip, c�.y, county and aftrates wrich ' " , � ; r, � •-- a+.r ANUG^C/'IrJKEP KOO 1kVtPK_ -:. has xisdic'tion. It et•,acll be tYsa y verify all approvals re-- E� r,d �� , I j I 'I[ }� general. ecx�tractr>r s rtsiY�ilit to v ravrs�lt� car oow�,, foot uta�3ra ^ravel �ncai for all a �. Go not tr111ow banks to i ,, \ � -10 guu�i a.nci call trur all in K ections. ,. space. ��I i'� - I, , -- 3. All. work ssi�all cor,piy, as aEplicssl��, is the Uniform Building Code, Uniform Mechanical Code, Stz'ucctn-al fill, it required sunder building, shall. w a maximum of 12" Baer lit# Compact each � F*w w {•'c.+►T i National Flectila Code, aril Naticirol. PlumbingCow., latest cciitions the vernirig lift to not low than 954 ma.xlmiam derWty at optimum moisture content. �� _ ._ -,• ! I WrE. MAIN TA't•1 14 f whC.E P� by 5. All lumber in Mntact with --_ Uris&a7a�n. , i _ =- r G T l fir. � ocx,r,.cat a cr soil eP�all be pr�aure treated. (�.T.) �• ` ` _ 'Tfi.��•_5 ^ , 61ac�c�6�EP L.N 4. Vrr-'ify all diater>siarw " oorditions prior w con�ab action and notify "chitec,•t immediately of 6. Pmvl& beam pockets in c:oncrate walls to Accept MxX beams Tap of beam to be flukth with ' � any disaser�arici s. Do not 5c:t,lE drav►ingfs. Given ciimen ria shah trri.e E►c�4dence over scaled Gap of � txe4ted 2"x irtu iL warns shaisli shit in pockets on 55$ A.S, Fit with 12" a��` � I tvhk't-(dimensions. airspace at !dAa and eivis of gams. _- SIE W/ �4aa+G fWGl7L 5. Dimensions given arra to face of etsds (nc carefully which face) oa c,tntarlir>�ss. 7• �vxk vents in c ccs eLe wells at r rate of 1 eq. ft. net. frim area pix 150 sq. f- of crawl '�' � �t.wt'M _ � � , L �1FC t I ej/ oe area. Do not la:ate vonts winre patio slabs cc concrete per'cl>� will. be kaccated. See 6. The Myc:s�arsi-�a 5y m(aa), irscludiihj Heat!.ng, velti]astxon, arra filtiir,k>ing, sih�,ll be tafdddr desLgrr foundation plan for vent imstions, Vent sere ►nss shall. be 1,/4" galvanized vire marsh. ed. Trete corn ractor shall be mxLUe ftr dpi n compliance with all .able codes. � Fm ga[ - E. All 6aurtlt>atiron walls shell cnt�si of 8" concrete sham walls on 7" x i1" oor�crlete floot•in 7. The Ele�:tric,t 1 System shall be bidder designed. The cxxttr�xc-teat- st�].1 be reep:�r�ile f�nr ci+sstgi' gs r--- - _._ ._.. ' j -$1► Ft,oW�- I.J I N4.L!��Tt o'rwl �x>mpliasnce hath all applicable sada,. (e,sfni•mum), or 6" ooncrebe ahrjnn wall4 on 6" x 12" cx)rt t Coatings (minratun), w,le noted otherwise. All i�rrMte a �, -• •� ` pads shall be 18" diameter�tsr 8 8. The contractor fes. be r c3in�-i� vaepec: y leads under beating walls ! _ �.A►'fla� . � L-!E:�+� � ,•.,.,. esporisittle to obtain soils en tiur�, a>3 neceaear. , to thi,dc except verify that ftmAings will be founded cut soils capable of 94aporting debign lards and �� point pads sal t� 24" diameter by 10" think t;n1� rtatod otherwise. 9. P�stav treated plate:, '#All be rolted to forr dation wa11s with 1/2" x 10" anchor bolts at 9. The eontx'auatc.>L- sehall be responsihie'lo obtain surveying strvu�as3, as necessary, to accurately 6'-0" a,c. with 1 befit within Ii" �>': each end of each ce of lixcata the kailding and improvemen a. C plate and at least 2 bolts per t+ --_---.-- ---- 10. Structural d orsi n bard on 2 ' ' - Piece minimum. ! F.=.��- ! y 5 PSF avow load, 4L P F' r1�.+ar load, sou war capacity of 1500 -" ii � � t. r• _ PSF at elevi�t3ons 2.0' txlow existing grade on wvlisturbed, inorganic soil. 10. Floor beams at 4'-0" o.c. shall. be supported by 4"x4" poaty. POMM ishan Le 4"x8" art, intxr- �w tam beams and "turn-ad" to & 4"X blio(Ju. 11. All interior tr�ells s!� have 2 x 4 st.ucL-; at 16" o•<:. unless no".�s othetwi.3e. � ng. Posts slhlaall hx s�pFrat'eci ft•ocn concrete Pads 5�+f A.S. telt. �- 12. All jooi�g or lx�_ams framing into (not tearing on) columns, beams, ledgers, etc. ShhnU be sup- b' pumed with "U" tyle "Simpson" oc aq joist or beam hangers. 11. Crawl slpaaor3 stsell be aridr,ly covered 6 rail.. bla-* sol eth lane v '�1 �• �A`� I J Q �' f Y Y vapor barrier ground cover •••• ' ' � t -� 12 T p �;i W^u L� which extend.-3 up foundxt-Joos walls 12" and pints shall be lapped 12". rp 13. All framing lumber to lie D.E'.:.. 2 oc bt'tter urs]]c specifies otherwise. 11. In muL"?-fami� c,) Cru 14. fisaci,� in bring wails sha11 be 4 x 10 axoept headers which span 6'-0" r,r, las to be 4 x 8. 'Y ns c'�n, maintain i" earvr ration between units ir. all floor framin.;. ! '^� -- _ ----- _.._.._ I `' I►1�Ar�E 5E7AEEN UNITS•~"`' � 1!1 15. "Flush" beams to have bottom edges flush with bottom edges of adj Aning framing. 13. 2x6 Tongue and Groove #3 czar decking shall run perpendicular. to Floor beams. or 1-ice' 16. Beans or jai shall. not. be notched un"--s hangers are used to au the ftM lumber width. 2_4-1 plywood ishan b_� installad with. farms gi-ain ,lx!. jendicular to floor beams, Sc-%*_ 'R 9 P� rT plans for � i��.4 Z�• : va 1.�t;;.��. � 4'N specified system. 17. A11 wood in c�cantact with soil ar c�ona-er�� to be pressure treated. (P.T.) 14. if oeuetilevered floor rr,' a 16. Pony (c�:ii.-Ae) walls s`nall have studs at 16" o.c. at least 14" long ar shall. ' framed solid. i? ]ect�r>3 are uida rt�d on th.. plains, orinti ev¢ decking beyond edge of k 19. All plywc�al to be C-[) grad with ext�xior glue. Install roof. ar`sd floor sheathing with face foundadran where indicated. Lts+.ilatrt urrc'leec carbtiltrvA�ze3 ddcktru3 with 1-1,J2" stymfx,m rigid irsulattiion. Conceal. Dvkflation with 2" C X e I � gratiir, perpr:nd.i�:u]Ftr to ports. Stagger joints. Plywood .index as fed on the plana. 15. 1/ C Eslywooci cover underneath. � .Z_:-_ ,• -. i 20. Minimum plywood nailing: 8d common or 10d box rails at 6" o.c. at panel edges and 12" o.c. in InSula� Perilne>tler of boundati�on with R-IM fibwg]aw bates with a flame 149ead ratir>tg not to t.� 5113" T4 C� IJtiVeIZ�A'+(MeNT' panel field. exceed 25 and smoke derssity rating opt tea ,�_xcevd 450 yr insulate entire S" with R-19 21. Eave vents tr7 equal. 1,/600 (mint of aeric t-clrtae+� arca in net open area. lodge vans tx, at fibei'�glatee bath as directxad by tha pl�►na, � � 0 _ I ~ f 609A06 f"1..e�U{IL s EA rI4 IN(� ✓� 1.6. Concry.ty fuunUticm Vc=2000 es., ' �` f,)% 10 .1e:ISTD U I U " C L' least. equal eave vents. (21.6 sq. in. min. net per unit total at eaves and at ridge) p. i. at 28 days. , 22. Roof vents shall not= Lie L'x:"ted within 3'-0" cf any window measured horizontally. 17. Concrete tlatwock f'a-2500 p.&L at 28 dayAL 23. Foundation vents to 1 ft. net n area 150 . i . of crawl era area and not 18. 00 not add water to concrete nd the amount prescribed bolt Maintain moist � � � ,P'LO&H ! ��Q w �1 � � E� � � Gti7rlall'�e'Y'i �.' optimum sand �.....� _ � to located at patios or porch,:-,. Se locatsorn un Foundation. plan. ��� c sail flatworlt ale$ soon as ptatet3aal eftttr nisi, 24. Bathroom faro, to excharnge air 5 timet; per hour and vent tris the exterior. AT FLc?cXZ !:ti 25. Vent dryer and range hood to the exterior. -"_ -_._ � W/ c.'o+;>� W`',c �r-g!N O !N:UL- 26., y►• 26.. Provide combu_ztion air to he firebox I 27. Hearth to be 18" x 60" minimum. 28. Fireplace flues too lore ra,t+ad to 2100 de (Ji, r s- ireP green F., Stand. N 10 3H'l' car UHC: Stai'sd. 29. Chimrays and fireplaces to be intalled raer code and per manufacturer printed instructions. �.�, t ,, 30. CluaU is are not to be located within li" of firel�ce and .;hall draw away from fir�eplasce. ++n _� �• � _"- � : � �° � i 31. Bim window s-i]ls to be within 44" of floor. �� M I if 32. Glans within 18" of the finished floor alit glaa`s within 12 of any door shall be tempered. 33. All. glaring to be .insulated. /�``, 34. Exprae.-d insulaticn, incLiding fading, s ,ill- have a flame Vread rating not to exceed 25 and a � �'2 t, �j�tp � a 1 2 s�� Stu vv � I v 'oz- W, . i0i smoke density rating nct to exceed 450. ,r 35. Waterproof .qurface in t,.� recess to exberd 6._0" above finish's floor. , ' � �.r!; "� � � ! � �/ 't I C�N ; R'' � � hI,II N V :l it Cl�'f T: � Z ` 36. N architect of an and all &L cr ancien between nn or aurum \' , � y EVA ✓'' �"Y � � t � 8d tom. COr�ditipfi4 drtrl 2 I{� �tl1i; w A L Ls actual corditiorv, L 37. 'rhe cslar>s are issued fors zn the c01�tructio+l of one project identified a3: _ _ Ld "DURHAM E;STAI'ES". { - M - I h`U 'III' " ( 10'-0" 0C. , MAX - tUJ,�. o° QSU? NAIL(slI Tr,� I 6rtIIG �)N t.Y 'O r { AT �P►G►a' �.C'5r,,A'TI til l I 4. _ �,,.. ... .- . _. 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(y�itA(vE r" c:+'►IR. i�'�� �p1"*r�r•I dl, TILOS:. O✓4 l o i �1S r� e ,�• 'f F 1. ( t�SL.C� LEVEL.i- �^U N GA T Ivy! hhT,� W lorry L ra .I•IA pifaTA LA F'LA relI��� �c," G . �) C.� M 4 PIAN NLN M9ER SHI"f• T'9 c's?��i i 1.is C1:I. j. , ::'•:� �.,. ,�t,�.,r H - 5 (3r* ;IFI' THIS DOC ENT I S LESS I ! Ilililill III IIIIIII Iir1111 Illllll�llllr1l Ir;111 i+1 1I1�T 1I1I1jT(IIfi1 C�11 (IIII Irl ill I illl � llI I IIIIIII III III VIII IIIIIII I IIIIIII Ilii ! I i ! I� III II ! ill III III Iltllll APRIL - " • 1 I II II II LEGIBLE THAN THIS NOTATION, 1 2 3 4 5 6 7 8 9 10 I 11 12, 2 993 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMIJN'I'. - - ----- - - _ __- -- -- -- -- - - - No 3e Et ,_„--..- _ s;rr�•.�,4. tci, Y6Z �87, GZ `` 9Z �% i'Z tiZ Z IZ OZ 6i 9 [ LI 9I 4I ibi ET 7iT TT I 6 B L 1B 4 F,11111111� TE-111IIIIIIIIIIII III1�1III IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII�L'll IIIIIIIII !II�IIIIIIIIIIfII!II IIIIIIIIIIIIIIIIIIIIII�IIII IIII�I I IIIIIII! 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