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13652 SW Benchview Place 13652 S.W. Benhview Place C11'YOF Rri EaTY4A\ouest6ramili f'Eh7IFICATE OF COMMUNIT1i DEVELOPMENT DEPARTMENT i OCCUPANCY a i ar,SW r+.n Hood P.O.BON MP Ti„a.Oregon V=(600►aMY.M7i PERMIT M • MST 91 :mss: - DATE tSSUEi_r: NE.i lc_'/9? SITE ADDRESS. . . a 1.365E SW HENEHV IEW cq PARCEL: .rS 1 N4DC-N070N SLUBDIVISION. • BENCHVIE.W ESTATES ZONING, R-4. 5 BLOCK . . . . l OT z7 CLASS OF WORK. ,NFW TYPE OF USE. . . ,SF OCCUPANCY GRP. :R3 nr'r 'irANC Y LOAD J c::_'4 4 IENHNr NAME. . . : pn,,,yrkss VIC KIRMA ! 1I1 CW WAXWING WAY bLWVERTON UR 970N/ ' Phone N: HOMES NOW, INC. NW MURRAY BLVD PORTLANT) OR 97(2P9 Phone Ns 626--5245 Reg 0. . s 4669A Urc •ipanc:v of the above r efPrenced building is hereby 4isven, and c.er t ifies the compliance with the State Of Oregon Specialty Codes for the yronp, occupancy, and use under which $ hp referenced permit was iscueri. r1 RE PEPARTMENT l E+1 11 N-, ir{.,r-'ifr7 Lir 07-77e,[ POST IN CGN9P I r'r rOIJ9 PL ACF 1 j!!SPICTION NQTIC1 jQ City O[ Tigard Maildiiq,Department `xp 13 A Mall Blvd. Tigard Ormgon 97223 Inspection L Reg-O-Phones 639-4175 Business Phone: f'.39-4171 Inspections //24//.4. - — Footing Plbg. Underalab- Mech. Rough-in Appr/Sdwlk Found. Plbg. Top out Oas Linn FINAL* Poet/Beam struct. San. Sewer Praising A1 Poet/Peas Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lino gyp. Ad. h._ -) Date Requeatedt (Q -I-e) - --.2-_ Timet AN P11 Addreee t /$(v 5. , 17' P:t i FQ/D/ 31 Builder t_A i. _ , T TNA POLLOMIMO CORRACtIONS AAA RAQUIRADI ----2441 )----- t,- InepertMar: 1 _ Dates C ... i -/ Z APPRIIVPf ni911PPROVPO APPROVED SUBJZCT TO ABOVE Call For ii i nsp. INEPE(TIOM NOTA= City of Tigard Building Department 13125 OM mall Blvd. Tigard, Oregon 97123 Inspection Line (Rec-O-Phona), 619-4175 Burins• Phone: 639-4171 Inspection: —Footing Plbg. Onders • Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Cas Lin. FINAL, Pow•/Ream Strutt San. Sewer Framing -Bldg. P"wt/Beam Mer-h. Rain Drain Insulation -Plumb. Plbg. Underfloor --✓� � Water Line 7� Gyp. Bd. -Mech. Dater Raquautodt V Timis AM PM Address: /35llLi.l�`�C4 CtiKfea9171 -sed/3 Builder! THE POI.I.NMINt3 CIORRECTIONS ARE REQUIRED: i OF Inspector, r7/ /✓ Dates-5/ .t.✓ _ APPRo VED DISAPPROVED APPROVED SURJECT TO ABOVE Call Por Rainep. 1 . . 10.01' CITY 1W TIGARD --•• RECCIP OF PAYMENT RECEIPT NO. CHECK AMOUNT t 15. 75 NAMF: t TERRA -SOL LANDSCAPING CASH AMOUNT ADDRESS • PAYMENT DATE i05/18/9;- • SUBDIVISION PURPOGE Or PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUN1 PAID PC6MitiN6PEiZM 1 . BUILD PER0, 75 I .m to, r ' Iif 1 11I lit, (MOON I 1.01!: 15. 75 ciwoFT1E4RD (4L COMMUNITY DEVELOPMENT DEPARTMENT o.foc»� SWrhllBlvd PO B .71997 Tguard,Oregon C7723 ;5W) !17S 4 PLUMBING PF RM I T PERMIT it 639-4171 DATE ISSUED: 05/ i 1365 5W IWNCHV I EW PL. PARLEI.. : UNUIVISICIN • BENCHVIEW ESTATES ?nNTN( P 4. • r r-p, • LOT : 7 — ----- --------- ----------- OF WORN.. . :I24DD GARBAGE DISPOSALS. . . M('BILE HOME SWAGES. TYPE. OF USE. . . . :SF WASHING MACH BACKFLOW PREVNTRS. . : 1 OLL.U[PNC>` (SRP. . :R3 FLOOR DRAINS • TRAPS STURIES •C WATER HEATERS : CATCH BASINS : FI XTt1l • — -- - ---- - LAUNDRY TRAYS • SF RAIN DRAINS SINKS. . - s URINALS • GREASE TRAPS • LAVATORIES OTHER FIXTURES TUB/SHOWERS. . . . : SEWER LINE (ft ) : WATER CLOSETS. . : WATER LINE (' t ) • SHWASHERS. . . . s RAIN DRAIN (ft ) • kemarks : SPIZINRLI STEM finer : ____._____---_—__. ____ _____._ .__ FFrr IC. F' JFtMA tvna .amni,n4 126 5W BFNCHVILW I"L PRMT $ 1"r. Q10 JLH Iti rc i t O. 75 JLH 0•. 1: ri 7r TF I (I SOL_ i HNDt;( 1:1I NI c'1 6L(Lj -iW HI:OGES DR 4LF1TIN OP 9706.1: _ . _.___ .. _. . _..___ __ _ L 1.n•}e M: t 1:i. /5 Pe,t M. . 5017 • — RI.QUIRED 1NSPELTIONS, ,rill i, :spied o t+lect to the regulations :Weaned Int r 7 i t n n+ I Tigard nuncio• Code, State of Ore. Specialty Codes and ail et*, aopilcable laww all work will be done in accordance with approved plans. MIS Wilt will e■pi.-• If warn is not %tarte^. within let days of issuance. or If worfe- lore than 180 days. ra ._. ... 1 t. P P (_. It ttr tr •,� � , ,,r• S INOnCT3oA nom' k; City of Tigard Building Department 1312S Bel Ball N1rd. Tigard, Oregon 97223 Inspection Lin. (R.c-O-Phona)i 639-6175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appw r/Sdlk Found. Plbg. Top Out Oas Line FINAL: Post./Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Devin Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. Date Requested* U '7 /C1 Timet X AN PM Addr,ss: 1 '` J a id II ,N 'L J (A)R\ . Mutt et • l i —6/37 -LTMEBuilders k W' 1.5 N0lti.% 1/11 p -U((e I'' - I, Al (-1,- TDB FOLLOWING coRRECTIOMB ARE RRQUIRED* CA C1 cvrr> t-- t.;"-- -- c C-411( V1-a 6 en w� %LW C�— �7 ' � _ Inspector: 1Z� ti Date* '�� APPROVED D1EAP (PAPPROVED SUR.yECT TO MVO Call Por Reinsp. 114.§MIME_ City of Tigard Building Dspartasnt 13125 OW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rsc-O-Phones 639-4175 Business Phone: 639-4171 Inspections — Footing Plbg. Underalab Mach. Rough-in Appr/Walk Found. Plbg. Top Out Gas Line FIRAL: Post/Beam atruct. San. Sesser ?Caning -Bldg. P:•st/seri Noah. Rain Drain Insulation -Pleb. c Plbg. Underfloor Water Line Gyp. ad. - h. nate Requested: y�I ! Z Tues AR ___PR Address: /3449.5-.2-- 401 -Ae d '«-1 Persil 11847 4/ A? Builders_ 7. 4(2a 42G 5-.2-VS-- TIM roLIAMiMG O('1RRICTIORS ARS RSQOIRSD: — — — i2 r • l�Tnepeatori/' � pates 11 1_ PDl SAPPRCVRD APPROVID 8UBI JCT TO AMOUR �/ ROiySD Call For Reinap. ��_PEGTI01 MOTI4� City of Tigard Building Department 13125 OW Mall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 619-4175 Business Phone: 639-4171 Inspect ion: -- Footing PLLg. Underslab Mech. Rough-in Appr/Bdvlk Pound. Plbg. Top Out Gas Line FINAL: Poet/Beset Struct. San. /ewer Framing /// -Bldg. Post/Best Mech. Rain Drain Insulation -Plumb. Plbg. underfloor Mater Lime Gyp. Bd. -INch Date Regueetedds / L/ _i w 2— _ Timms / AM PM Address 11,J. 4: /n '< L(r-crit is i /---Z1 1, Ru l l der! ! ✓L' �� </i�i s� TAR IOLIANIMO OOIIAICTTOIIS APR REQUIRED, Jaillaillftwidtagrort g t I 4.,i ./ e-l..0-? jys.-1 �- etc-, ' . _-- inspector, -IV Dates T -/�/ Z•-•-• APPROVED DISAPPROVED APPWOVID SD/J1CT TO ADM n' ! -- _Call Por 1Bi11Mp. 1 j$SFSCTIOR mono City of Tigard Baildimg D.p.rtmeat 13179 w tall Blvd. Tigard, Greg= 97223 In.p.ction Lin. (Mc-O-Phon.ls J39-4175 Business Phone: 639-4171 Inspections S Footing Plbg. Und lab Misch. Rough-in ppr/Bdwlk Found. Plbg. Top Out Gas Lin. FINAL: Post/Seam Struct. Ban. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. P lbg. Underfloor Nater Line Gyp. Bd. -Misch. Date Requested: 3 � - � . F Time: AM PM Address 1 34,5 4f r.Lt •:_j` /)/ B uilders 1 /r Z//Lii/ THS roLI.OMINO OORRSCTIORB ANS RIQUIRID: arit3 -131( e,c1rtz\Jk Inspect ors. �J1X V. L'.l�G.�L/{J ' Dat.+ 14-/ —4Z kiiipRDYBD DISAPAPPRovRD BUBJICT TO ABOV_ Cell For Nelnsp. ■ IaiPffiI_�N g City of Tigard Building Departateot 13125 SA Mall Blvd. Tigard, Oregon 97223 Inspection Line (Rac.,p_Phone): 639-4175 Business Phone: 639-4171 Inspection: — rooting Plbq. Underslab Mach. Rough-in Appr/Bdvlk Pound. Plbq. Top Out Gas Line /INALt Post/Beam Struct. n Framing 4:110 Post/Beam Nach. Rain Drain Insulation -Plumb. , Plbq. Underfloor Mater IAA. Gyp.. Bd. -rboA. ' nate npuesced: /�Tla., AN PA � Address: c'a) I j�/Lil1v� 1tllfi! 1 4/ aeV, Builder: _ ....//l`L _I //, ,,// .w 0 TRS FOLLOWING ODRRNfTIONB ARi RNQUIRADI e•,- ..ice. . ,......-.:.... , Jiii I' __ ?.._,_0.... ___________________� �../ Inectors__ _ �s� sp — — 3 Date: ._ _ APPROVED `plltAPPRDVID ,_ APPROVED St/WIC? TO ABM Call Por Relnsp. 1 t 1111111111.1.111 ...immimmi 1111Thal211..nisi ' L. - City of Tigard Building Department 1312S BB Ball Blvd. Tigard, Oregon 97223 Inspection Line (Recce Phone): 639-4175 Bus+nes■ Phone: 639-4171 Inspection:- --- --- -- _ - Footing Plbq. Underslab 14ech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rndn Drain Insulation -V1umb. Plbg. Underfloor Water Lime Gyp. Bd. -Mech. Dete Requested: .- - ^ l' --4:1'9 • _ Tlmn: AM PM -'4 -5--‘7;L -- oii Address* � "-lOrml: 46'4/-10/ �q _ Builder: _ TNN FOLLOWING OORRICTIOMS ARE RIQUIRBD: --------- (?6 -Z11-- mglli':( ---6—'/.7 r' , i Z.---ip.,lv 1 V "'L�__.„, 42tt_ �/,(..� f _` -- -_, j_iii:,,,.,, z_ ...-7-7:7". 4c,_ c.. .ife jt it . ...-1- __ee-__.„--- , izl A 't/ii--/-(,' .,' .' - - C.- Innpmctor: /��/ Date: _� 7.7"....- �\ APPROVED / PR DISAPOVED / APPRoV G BURJR(T TO ABOVE Call For Relnsp. 1IJP<CPIOR_!!cTJ City of Tigard Beildl.all Repartswtt 13125 SW pall Blvd. Tigard. Oregon 97223 lnepwction Li (R.c-O-Phonalt 639-4175 Su.ins.. Phone: 639-4171 Inelect font J --- root t fly Plbg. Underalab Notch. Rough-in Appr/Sdwik Pound. Plbg. Top Out Oas Line PINALt v,,a;Asea Struct. mans aetwsr Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Fluids. PIbq. Underfloor Mater Line gyp. Bd. - h. as Date Requested* Ti.st AM PM Address! l 17l42.5- Z S //,' Peri Is Builder: 1 / /� TRE YOLi.OMINO ODRRiC[IOMB 1111! RBQUIRiDI 41:144 /ECS/r''`/ l is t• -Q lar L \ .,.Les _i4w�- :�-�- ( y ,4 Wil' f "rte v. ,• -1.-' t Inspectors ./1.1 natal J /-! 2'''-- . r APPROV1D D13AJPROVRD - APPROVRD SURJRCT TO ABOVE call For Beln.p. r 1 LIU'tiLT1.aL_WTI 01 City .it Tigard Building Departarrit / 1112S MI Hall RI,d. Tigard, Oragnn 97227 Ins:+x • : ,n line IRM•-O Ph..r•1: R19 411'. Run:nose Phone! 639-4171 Inspection: Footing Plbq. Underalab Mech. Rough-in Appr/Sdtrlk Found. Plbq. Top Cut Gas Line FINAL: Post/bras Struct. San. Sower Framing -Rldn. Post/bras Ma.,h. Rain Drain Insulation -Plumn. Plbq. Underfloor Nater Line Gyp. Rd. -Meeh. Date Rrguestoddt GTinto:' - _` __. Tinto: AA PM 2-- , Address: / ,J�,�J 3 1 u�1c2h1 u4 Permit 4, Ruildert ! /� I! i1 ✓'�'"- Till FOLLOWING (XRPICII01s All RIIQUIRIDI f .7 Inapectort Datot 1 /` APPROVED DTSAPPROV1D APPROVED auiJ1LT TO AIOV1 call For Reinsp. E — IBIiPICTIOM MQTICS City of Tigard Building Departarnt k. 13125 8# Ba 1 Blvd. Tigard. Oregon 97223 Inspection Lina (Rec-O-Phone(: 639-4175 Business Phr'ae: hf9--4111 Inspections �- Footing Plbq. Underslab Mech. Ro,v.Ih-in Appy/Sdwlk Pound. Plbq. Top Out Oas tins PIMAL: Poet/Beam Ptruct . San. Rawer Pranging -Bldg. Poet/Beam Mech. Rain Drain Insulation -Pluml'- Plbg. Underfloor Mater Line Oyp. 1d. -Meeh. Date Requneteds / / J 0• <7 �,L/ ', Times /t >jAM PM sL Address / D15°,13CALV, '7TQ(.(14tieit ,t Ch—z) 131 Builders J TRI FOLLOWING COMPB TIO118 ARE R 6QU I P.I t r 111 {l 1 Z ts; Zit-t:1,:,1Z LS kve ,..$44:L(, e-3,1`1 t i tr; ` . n 'L ► • l 1. E",(L IV o -- 1 (J �1•,i-t ll � ' ■ It I inspector t ' tf"`,1,_ 4 L. tr CCC.......1_ i Detet L — 7 0 rt APPROVYD DIBAPPROVRD r D OOSJK!! t0 All(IM! call For Poing,. 4 �llPRSLIOr BIllICi City of Tigard Building Department 13126 WA Ball Blvd. Tigard, Oregon 97223 Inepectloi. Line (Rec-O-Phone): 639-4175 Ruainess Phones 63 -4171 Inspections Footing Plbg. 0ndernlab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top out Gas Line FINAL' Post/Bram Stru.-t. Ban. Saver Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. PIMA. Underfloor / Mater Line (222t2tt:2) -Mech. Date anqusstadl ! 7c� Timet 1< NI _PN addresses j?Ll LG Yl1[iAMrm it •t*". DJ,3 y RuiIdlers ),71...0_,--1 17J,Z[.^'-' 7 - 771! POLLOMINO OOSUCTIOBB AU PBQUIRIDs Inep�-ct ri _ Dater APPROVBD DISAPPROVRD APPROV1D SUBJBCT TO AROVB Call For Minsp. JI 1!irtaL 11-MICR City of Tigard Building Deper+aseK, 1312S BM Nail Bir:_ Tigard, Oregon 97223 Inspection Lino (Roc-0-Phone): 639-4175 Business Phone: 639-4171 Inap.ctton: Footing 1'lbq. ltndersieh Much. Rough-ln Appr/Sdwlk Found. Plbq. Top Out Ga■ Line FINAL: Post/Beam Struct. San. Bawer Framing -Bldg. Post/Beam Nisch. Rain Drain Insulation -Plumb. Plbg. Dnd.rtloor Mater Line Gyp. Bd. -Mech. Dat. R.qu.st.dt /,2 --3/ "- g / ?Le.: ' AM PM Address' /..:3_ f65..-71,. 40;%77A:A.4-14eLk-- Permit •t`-� U /—.0/347 Builders r)�LC� — liJ Ls- JCJ5 Tial FOLLOWING CORRICTIONs ARS RSQOIRSD: inspectors 4-1 Date: Z- 1/- 9/ / APPROVED DIaAPPROVID "'APPROVED SuaJic�r TO AI011a Call For Reinsp. 1! pELTIQII �DTICZ City of Tigard Raildlasq Deportment 1312S M ■a11 ■1vd. Tigard, Orogen 97223 Inspection Lin. (Rec-O-Phonal: 639-4175 Business Phones 639-4171 Inspection: rooting Plbq. Under.lab Nook. Rough-in Appr/Sdwlk Found. Plbg. Top Out OW Line PINALl Post/Beam St ruet. Sen. Sewer yMiBg -Bldg. Past/Roam Hoch. Pain Drain Insulation -Plumb. Plbg. Underfloor Water Lino Gyp. Rd. ,/-Mach Date Reque.tsd I hm .U Cy/ Times J"•-• AMPM Addrss•t /3 LaS� 71`-4-L -t!'L.Lt-�' Permitt ••tom -i)/-A guilders TRE FOLLOWING OOR'IECfIONS ARE REQUIRED: Inspector , Dates /1 - 3C) 9_1 APPR)VRD DTSAPPPOVED APPROVED RURJECT TO AMOUR Call Por Relnsp. I P OPSCIi9N NOT;01 city of Tigard Building Department 1312$ OR 111011 Blvd. Tigard, Oregon 97223 Inspection Lin. ( SO-O-MwY)t t31-417S Business Phrni: 639 4111 Inspection: fhAmI't Tooting Plbq. Underslab Mech. Rough-in Appr/Sdw1k Pound. Plbg. Top Out Gas Line FINAL: Post/Bram St rust . San. Sewer lrYi -Bldg. Post/n.•aa Serb Rain Drain Insulation -Plumb. Plby- Underfloor /2 Mater Line Gyp. Bd. -NNwch. Date /Requested: - 7QQ- ` A1 / Tin.: ret Q Address: 13 ) 2 )Lt/ A^CokX11 t a/ Pernit it PTI3If /-c'13 SuI1der: A"&'r71, /1/4)"1 Tit FOLLOWING oO11RIClIONB 11RS RIQUIRRDt l "1.444_/./0( L _ ,ice ® 44 _....e, • �.` (-__ 1( Inspectors__ r nate: /Z - 2 7- APPRttVRD DISAPPROVII APPROVED AUBJRCT TO ABOt/R tall For Relnsp. 1115.P401.411_1021.191 1411_ 1351 Cit] of Tigard Building Deportment 1.3125 !M Rail Blvd. Tigard, Oregon 97223 Inspection Line (Mo-0-P no): 639-4175 Business Phone: 619-4171 Inspections_ _ e / Footing P . Ua scslab Misch. Rough-in tippr/Sdw1k Found. lbg. Top Out Oa. Line FIMALs poet 1R..nm St runt sen. Bever Framing -111dg. post/Ram Mach. Rain Drain Insulation -Plumb. Pibg. underfloor Mater Linc Gyp. Bd. -Mech. Date Requested: / // �! Timet AN PM Addresss /$L ?c'c' --7,c4h1/44.471.41-r Permit .t47 Q A.a . SuL1dr.rt /h lid 2..,--... ll rim FOLLOMINO OORRRCTIOMS ARS RRQOIRRDs Inspectors _ net es /1- `th / APPROVED PTSAPPROVRD APPROVED MUM, TO AMMO Call For Mainep. 1 1 jNSPPN'Z� Bch -7 City of Tigard Building Department 13116 w Ball Blvd. Tigard, Oregon 9722 Inspection Line (Nac-O-Phona)! 639-4175 Business Phr,ner 6 1 Inspections - -+ Footing Plbg. Undersiab `1MCh. wovgh-inAppr/Sdwlk Pound. Plbg. Top Out • Lino ' FINAL: Post/Beam Struct. San. Sewer PrstaiM -Bldg. I Post/Beam Mech. Rain Drain Insulation -Plumb• Plbg. Underfloor Mater Lies Gyp. Rd. -Nerh. Date Requested: /7 -- '1- g(/ Timms AN ..\PM Address, / 3 G,c_ Permit •, ��/ —D I. J Builder* //V �I' !7 'J f-1 / 7/-/ 1 / .�—!l j TWs roLLo 11 N0 ODRPI T IONS ARS RRQU T fUKD s y '.1 /365-2' s44'),0vc/f d414Ad ACe 411 ____. _________ inspectors aL ----- ---- Data, f5.� .1C71 -- ►PROVED DISAPPROVED APPROVED BUBJICT TO ABOVE Call Por Bslnsp. IFSPEci1OIl.11oTI City of Tigard Building neparternt 1312S SA Mall Blvd. Tigard, Oregon 97227 Inspection Lin. (R.c-O-Phone)1 679-1175 Buaina^■ Phune: 619 41,1 Inspection: _ Tooting Plbq. Ondsrslab Mech. Rough-in Appr/Sdw:,k round. Plbq. Top Out Gas Lin. PINALt Post/Seam Strucr. Ban. Sewer Framing -Bldg. Post/Beam N.ch. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line / Gyp. Bd. -Mech. Date R.Qussts/dt /0 3e) -!/ Time: AM PM 1 Addr.est .34U15eA enares 9/-D/ 3 cy [/ • Builder: - am-4111 _ 7 THE FOLLOWING CORRECTIONS ARE RBQUIRED1 ar;41‘..1` ro�-liLdG � ;;/ 6 6fIer(zeg -t_ In.pscto�(r/l �r —_ oat.t _ - , APPNOY=D DISAPPROVED APPROVED SUBJECT To ABOVE Call For Reinsp. IMMEMMENIMEMIMIEM iNfPfCTION NQlI4� City of Tigard Nuildisq OepartmwM 1312S WI Hall elvd. Tigard, ormoon 97221 Inspection Line (Roc-o--Phons): 639-4175 Run/nano Ph.'ne. F '1 41 /1 Inspections—_ Porting Plbq. Midst-slab loch. Rough-in Appr/' +Ik Pound. P1bq. Top Out Cu. Lina FINAL: Post/Bean Strutt. /(fan. uM) Prating -Rldg. Pout/east Nash. ( Min Drain 2nsulation -Plumb. Plbg. Undsrfloot Tatar Lisa gyp. dd. -Neth. Date Rsqusstsdt 11.."1 "1( Tues . AN PN Addres � 'CI s �A./S$ VL- M1�) ...it •t 05i _1 w1 -OJ3q lig ig 7 - 1 710 --- TNM POLLONINO OORARCT1ONS ARS RI%)U1Rttl% Inspector AP' --__ - - Dates_ 10 . ,I - 1 APPROVED DISAPPROVID _-- APPROVED IVIJ>Cf TO ABOVE Lill Por Reinap. ■ 1i_§rtsa 2L_X4T_.ci City of Tigard 'sliding Department 13125 SW Ball Sled. Tigard, Oregon 972'21 Inspection Lina (Roc-0-Phone): 639-4175 Aue‘nwee Phnnw: 639 4171 �t Inspection, lL�� Footing Plbq. Underalab Itch. Rough-in Appr/Sdwlk Found. PIN]. Top Out Gas Line FINAL: Post/Ream St-uct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -P1uaF.. Plbq. Underfloor Mater Line Gyp. ad. / -Mach. Date Reguastedr !2 /-9� Ties: /d 11N _ PM Address t / QZ/ 1ICA.0"Qlt ti,- Permit •47/—/2/..3(1 Budder, had TM! PO(d.OMIMO CORRICfIOMB ARE RIQUIRID, Inspeotort Dater /U /-:/)/ `APPRO'IIID DIRAPPROVED APPRovIn aUBJEc`r TO ABOVE Fall For Reinap. 1MMPSCl1OM 'UTICA //d% 7"- ? City of Tigard 'wilding Department 1312S OW mall Blvd. Tigard, Oregon 97223 In.p.ction Lin. (Rec-O-Phone): 639-4175 Business Phone! 639 4171 I neper ion t Footing (1bg. Dnder.lab ) Mach. Rough-ln Appr/Sdwlk Pound. Plbq. Top Out Gam Line PHIAL, Poet/Bev Struct. San. Sewer Framing -Bldg. Poet/Boom Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Mater Line G Gyp. Bd. -Mech. Dat. Reque.ted,, /G / _ ! l Time, 1/L BM PM Address: / 'i�j Sa / 'it// z 1t'.� i ,�l ' D!3 9 - Bu1ld.rt yjj,�[/ti(if`1 LI BGG - C/3 TRE FOLLOWING OORRSCIIOMS AMM RIIQUIRID� t '_ def Inspector,"e2r•!i Data: / 7'1". ev APPROVED DISAPPROVED APPROVED SUBJECT To AMMO Call Por Reinsp. 1 NNW INSPI CTION /OTIa City of Tigard sulldlnq Department .....":\ 1312S SW Ball Sled. Tigard, Oregon 97223 Inspection Lina (Rec-O-Phone): 639-4175 Business Phonal 639-4171 Inspection: Footing Plbq. Underelab Mech. Rough-in Appr/Sdwlk Plbq. Top Out Ga• Line FINAL: 411:11:210.04.t7LZ(' Post/Mas Struct. San. Sewer Framing -111dq. Post/Mas Mech. Rain Drain Insulatton -Plumb. Plbq. Underfloor Water Leine Gyp. Bd. -tech. Date Requested' 1 7/ ,�,, LL Tim* AN /' !N Address: lei 3�S01 j1cAL reit 1* 6-71G l G..3f Builder* _- j'YN.o 7'e>UL4:.-- TR! POId.ONINO OORRBCTIONS ARE RBQOIRBD* yeS,2.7--Lt, /f% /1.4,C�.7_2 ry _e_14...-C1/zL 72S- /4540 r I4 So Antic"?6Tc f.424.4, �v '7--54/S&—lei tir-- AlL 4 / ll/>L 4 . 5.1e -A3Qs_:/L-447-.*.,,f sh.r4S t ris...lc- -T/� G3�ti,v R - ��L�l.>�gs - _`r1..713r1sv C4.1/11,4 LS i:._ Inspectors Dates 5"t—7,-—eye APPMOVBD _ DISAPPROVRn PPA A*rV=D BURJSCT TO ANOVA Call Por Rein.p. I jlitpSQIOM IIMal City of Tigard Building D.psrtaamt 1312S SW Nall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O--Phonelc 639-4175 Business Phones 639-4171 ootlaq Plbg. Undarslab Mech. Rough-in Appr/S& 1k L Plbg. Top Out Gas Lina VINALs root/Nam 'tract. San. Serer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nato/r Lino Gyp. Bd. -Koch. Date Req.iested: f ~/L) / Times AM / PN Address /�cG _� 1 'tL[ti—� Permit e, / Builders -Zfl..-2.•/ .7 47.tt THE FOLLOWING CORRECTIONS ARE RROUIREDI (Ni 1r ` •t'r'7i.igS e,. /jv y /)h /1 �,�'-. /�y c✓'"4 Ire-=- C i t.' r',E,,r i '�izS ✓ rr /4/Ali-Dc..:; �!.7/14s /lr$7•6-;;vAv (4 '. fri-74 tki /c. ,./5,Per a ti Date, F- 'e- inapectnrt APPROVED D14APPROVED ' MPPRoVRD SUBJECT TO ABOVE Call For Reinep. CITYOF TIRD MASTER PERMIT COMMUNITY DEVELOPMENT DEPARTMENT \iw::N ) PERMIT * : MST91-V'139 1 11.26 sw Hoe RNd P O Roe 7107.Tpnd.Oregon Vrm (S03)6311-417S „6.4_ ,e111 DA-TG 1.66:4.1GDo 414/0 /91 SITE ADDRESS. . . : 13652 SW BENCHVIEW PL PARCEL: 2S104DC-0070,i' I SUBDIVISION • BENCHVIEW ESTATES ZONING: R-4. 5 1 BLOCK • LOT • 7 BUILDING ----- ----------- REISSUE: DWELLING UNITS: 1 BASEMENT :8A6 sf CLASS OF WORK. :NE1W BEDRMS:3 BATHS:4 GARAGE :434 sf TYPE OF USE. . . :SF FLOOR AREAS---- REQUIRED SETBACKS--------- TYPE OF CONST. :5N FIRST • 1489 sf LEFT. . : 7 ft RIGHT. :9 ft OCCUPANCY GRP. :R3 SECOND. . . : 1 3S0 sf FRONT. :20 ft REAR. . :50 ft STORIES •2 THIRD. . . . :0 sf REQUIRED HEIGHT •24 ft TOTAL----- -:2839 sf SMOKE DETECTORS. :Y FLOOR LOAD • 40 psf VALUE $ : 153601 PARKING SPACES. . :0 Remarks : PLUMBING ------- ----- - --- - --- SINKS • 1 FLOOR DRAINS 0 BACKFLOW PREI'NTRS. . :0 LAVATORIES 6 WATER HEATERS. • 1 TRAPS 0 1UB/SHOWERS •4 LAUNDRY TRAYS. • 1 CATCH BASINS 0 WAFER CLOSETS. . :4 SEWER LINE (ft ) . :0 GREASE TRAPS •0 DISHWASHERS • 1 WATE.; LINE (ft ) . : 100 OTHER FIXTURES 0 UARBAGE DISP. . . : 1 RAIN DRAIN (ft ) . :0 WASHING MACH. . . : 1 SF RAIN DRAINS. . : 1 ----- MECHANICAL ----- ---------------- --------- FEES - FUEL TYPES------ - ---- KNIT HTRS. . :0 type amount by date . + /GAS/ / / VENTS :0 TIF $ 1380. 00 JLH 09/05/91 MAX INPUT :0 PTU . :=NT FANS :5 BPRT t 568. 00 JLH 09/05/91 FURN ( 100K . . :0 HOODS : 1 BPLC t 369. 20 JLH 07/11 /91 `15:w, I FURN ) =100K . . : 1 WOODSTOVES :0 B3PC $ 28. 40 JLH 09/05/91 - FLOOR FURN 0 CLO DRYERS. : 1 SSDC $ 375. 00 JLH 09/05/91 - BOIL/CMP ( 3HP:0 OTHER UNITS: 1 PARK $ 500. 00 JLH 09/05/'31 -- GAS OUTLETS: 1 MPRT 1 48. 00 JLH 09/05/91 - : --- — - - - - --- - ---- MPLC / 12. 00 JLH 09/05/91 - c'IC KIRMA MSPC $ .. 40 JLH 09/05/91 - 16011 SW WAXWING WAY PPRT $ 185. 00 JLH 09/05/91 - PSPC $ 9. 25 JLH 09/05/91 - BEAVERTON OR 9700/ Phone *: Contractor: ------- - -------- - -• ------- -- - HOMES NOW, INC. 1225 NW MURRAY BLVD PORTLAND OR 97 ,_-3 Phone *: Rog 0. . : 46698 --- -------- --_---- t 34/7. 25 TOTAL This permit :s issued sullied to the regulat ions contained in the - - - --- - - REQUIRED INSPECTIONS --- Tigard Nuncroal Cod State of Ore. Specialty Codes and all other Font / found Insp Fireplace Insp applicable lams. All wore will be done in accordance with approved Post /Ream Struct Gas Line Insp plans. This permit will expire if work is not star►ed within IM Post /Beam Meehan Insulation Insp days of issuance, or if work is suspendet for ore a; IM days. Pim/undslab Insp Gyp Bo. rd Insp PLM/Under floor• Rain drain Insp 4•ermittee Ssy•1 itu1-e : ,/'_--` '�_ 1,chbn cca1 Inip WaterLine Insp um p Appr/Sdwlk Insp Issued By : "� Fr••sminy Insp Mechanical Final Call for inspection - 639-1; 175 PLUMBING PERMIT CITYOFT1RDPERMIT N e MST91 0139 COMMUNITY DEVELOPMENT DEPARTMENT o�oa UA[E ISSUED: 09/05/91 131as8WHon Blvd Po.Sat 233o7.Apt Apo v7223 OW 430-4176 SULDIVISION. . . . : HENCHVIEW E0TATFS ZONING: R-4. 5 BLOCK. . LOT . . :7 CLASS OF WORM. . INEW GARBAGE DISPOSALS. . : 1 TYPE OF USE. . . . :SF WASHING MACH . 1 BACKFLOW PRE:VNTRS. . :0 OCCUPANCY GRP. . :R3 FLOOR DRAINS :0 TRAPS 0 STORIES :2 WATER HEATER5 : 1 CATCH BASINS. . - . . . :0 FIXTURES--- LAUNDRY TRAYS • 1 SF RAIN DRAINS • 1 SINKS : 1 GREASE TRAPS. . . . . . . .0 LAVATORIES :6 OTHER FIXTUHEr- .0 TURiSHOWERS : SEWER LINE (ft r . . . . :0 WATER CLOSETS :4 WATER LINE ( ft ) . . . . : !00 DISHWASHERS : 1 RAIN DRAIN (ft ) . . . . :0 r a 1 less arks : i r•irVE:�:: - -- ---- ---. _ - -___ - - ilL KIRMA TIE $ 1380. 00 JLH 0/05/91 - 16011 SW WAXWING WAY BPRT $ 568. 00 Ti H 09/05/91 -- ' OPLL f :361. c'.e nit 07/11/91 J1:32E6 ; ►:.AVLRTON OR 97007 BPC $ 28. 40 JL►, 09/05/91 -- Phone M: r;SDC t 37::. 00 JLH 09/05/91 - PARK $ 500. 00 JLH 09/0:5/91 - Plumb: ng Contractor: --- -- - . MPRT $ 48. 00 JLH 09/03/91 - /, //' MPLC $ 1:•'. 00 .TLH 09/05/91 • Name : _L/!1 1�r_ I/4.�1E)/ Pi-1W)drl1 J M51'C t c. 40 .11.H 09/05/91 - t4ddress : ,___Q. 4),A,.,144 _._. _____.- - PURI $ IQ5. 0N JLH 09/03/91 - City : 11.1_>/_... StateP5PC t 9. P5 Jill 09/05/91 - 7ip: _20.( 3 .___ . __.PhoneM:- __ . _. .. _ ReqM: ___ ____ __ .__._____._. _...-__.._ _.__ -------- REQUIRED 1 N9PECT T ONS -- This .. -. This permit is- issued subject to the cey ulations contained in the Tigard Munii ip l root /found lnsp Rain drain 1n.p Cade, 'tate of Ore. Specialty Codas and 411 Polt/Beals Str"tct W.iter Line Insp other applicable laws. All work will be done Post /Beam Mechan Appr/Sdwlk Insp in accordance with approved plans. This Plm/'-lndslab Insp Mechanical Final permit will empire if work is not started PLMiUnrterf1oor P1itmb Final within 180 day, of issuance. or if wort, is Mechanical Insp Bui laing Final suspended for sore than 180 days. C'lt.tmb Top Out Erosion Control Framing Itisn _____ .__ F ireplac�e Insp .' Gas l_inr Insp A-A,____ _____ __________„..__. _ In►t.11 st i on Insp ___..__ • r._ Oyp Board Insp ' ___ Au orized P ulsbing -Contractor Signature Cal 1 for insper-t ion - 639-4175 L tractor Not es :_._._ __. ----- -.-- ___ ____,- __ ----._ ____ —.T___.__ _ ___ _- RECEIVED PLANNING SEP 19 1991 S CITY TO 1 I GARr - RECEIPT OF PAYMENT RECEIPT NO. :91 -417057 CHECK AMOUNT : 3227. 25 NAME : 1<1 RMA, VICTOR CASH AMOUNT 0. 00 ADDFF S 16011 SW WAXWINI, WAv PAYMENT DATE : 09/05/91 SOSDIVISION BEAVERTOIN, SOP 97007- PURPOSE' OF PAYMENT nMOUN1 PAID PURPOSE OF PAYMENT AMOUNT PAID BUILDINGRM 5614. 00 PLUMBING PERM 18'"1. 00 MECHANICAL PE 48. 00 ST. BUILD PER SAN CHECK FE 131. 20 RESIDENTIAL I RAFF IC FEC S t. 80. 1110 MAf3S TRANSIT TIF FEES 100. 00 PARKS GDC .WN. 1040 STORM DRAIN SDI 375. 00 13652 SW AENCHV I EW PLACE 101A1 AMOUNT PAID - -- -) 3n7. 2'5 1r_ CITYOFTIRD OF GA SEWER CONNECTION •• , 1 PERMIT COMMUNITY DEVELOPMENT DEPARTMENT ossaae PERMIT N • SWR9 1-0160 1126 sw 1UN now O O Bair 7i3g7.Nord.Oregnn 97223 (600)030-4176 --- — ------4.414=4444- DATE ISSUED: 07/23/51 SITE ADDRESS. . . : 13652 SW BENCHVIEW PL PARCEL : 2S104DC-00700 SUBDIVISION • BENCHVIEW ESTATES ZONING: R-4. 5 BLOCK • LOT :7 TENANT NAME • USA NO FIXTURE UNITS. . . s CLASS OF WORK. . . :NEW DWELLING UNITS. . : 1 TYPE OF USE •SF NO. OF BUILDINGS: 1 INSTALL TYPE •BUSWR IMPERV SURFACE. . : as if Remarks : Owner: ---- -- - — --- ------- - FEES VIC KIRMA type amount by date recpt 16011 SW WAXWING WAY PRMT $ 1500. 00 JLH 07/23/91 - INSP $ 36. 00 JLH 07/23/91 -- BEAVERTON OR 97007 Phone N: Contractor: - - HOMES NOW, INC. 1225 N'J MURRAY BLVD PORTLAND OR 97229 -- - - -- Phone $: $ 1535. 00 TOTAL Req M. . : 46698 REQLIIRED INSPECTIONS This Applicant agrees to co.ply with all the rules and regulations Sewer Inspect i on of the Unified Sewage Agency. The persit expires l21 Mays frog ----- the _____ _the date issued. The total mutt paid will be forfeited if the __ persit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the seasuresent - , _,__ given, the installer shall prospect 3 feet in all directions frog the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer• Pernit and the Ai ncy will install a lateral. _� �.--- ----- Permittee Signature: nom •• P. I s sued By : _.— -- l/ Call for inspection - 639-4175 I, CITY OF T I(IARD - RECEIPT OF PAYMENT RECEIPT NO. : 1- 1 ,635 CHECK AMOUNT s 1535. 0@ NAME : R I RMA, V I C CASH AMOUNT s 0. 00 ADDRESS s 16011 SW WAXW1NO WAY PAYMENT DATE : 07/C:1/91 �? SUBDIVISION a BEAVERTON, OR 97007•- dURPOE;E OF PAYMEN F AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID SEWER USA 1500. 00 SEWER INSPECT 3:',. 00 it I 4 1365.' '3W I3ENCHV IFW Pt_ TOTAL NMUUNI PAID -> 153`.'x. 00 client e:. r --- ooge I Fil). - I.11411 . project c...:pwvo' k...7. Project number 1i e -- date /1i/1 . by p.n.s. - Arte Fr-rkfril ►-► ,��,�,o v....* ,-,-.1-. •3 — _ �1 N / J G r r a �� I ma ok. >Ir _ GL = l e' p'-� C Fri►-�I►-�, , �fcr� J t� -o VGcr2e. N9� G.s-F 1 - �` �P /17/`71 I ie-•- -- F-- 1 MT k-.-,/wk) Dr-17 -'E t../ Sv2 'V `hoc-'.',,'r 1Pg..-SxGd• '¢ tr mi.() 'I e.c-t-tc.. -re:, 2 . 1-st.-r% :A 2 - w = 4- = --F ' - ry II•s' 4 r..-A---E ? I ,,LI�1 s 1 ooc,7* 1/l_ ,60.4.,... c'It- 3 xd = ~t::. i^':-.w �1 is4--,,_ •>_>r t - (.11.Z."..1) Ng 2.P0, . / ;•• I I•S' ti •? Z .,....., -, ......,1 - A.---....e .1' . : --....F . . - , - _ - ria• \=_ Z1". .;Z, . c °lt:. ) I I 1 I1 '4 RF - 13.G!^ A I _r 2- Cc. 7rl.f� - .cc,erT'e- = 0' — �$ir ?.s' `-, _t& t..aJt •• s I y, `y L(i ' );;I2.- 2. it i 1 0,11 (27.11 I • I . - client g �0�r_ Protect eig-�� rn,c. page Z l protect number t�.o - date - 1770, ' [ 7 by . • -" r Fi-4=90c X0,7.1kL_. CA 4-+14-7—, ) t I°!v.S <=F. �".-1v.S* ?`-e SI�t x li1�llv,�b. .24F-v4 c..hp. tut 12..5'7-'-'111` It-1_- `,;i Lvgt>> a wry s W 6GoMs FtRON ROAD • LAKi AVIV GO OREGON 97038 • 903'636076d 1 ----- _--__--��__� 24. LcEint M PtNJPiLYS I S PREPARED BY: TIM FROELICH ENGINEER LAKE OSWEGO, OREGON 97035 (503) 636-0784 Client: BRAD HOSMAR Project: KIR'MA RESID. Location: GARAGE JOIST Date: 07-17-1980 Comment: CASE1 BEAM AND LOAD DIAGRAM arA666664666666666666666- JL an u„ R1 R2 Reaction R1 = 560.6 lbs. Reac=tion P2 = 560. 6 lbs. Total load = 1 , 121. 3 lbs. Dimensions: Clear span = 11 .5 feet , no overhang. No point loads. No triangular loads. Uniform beam weight= 98 lhs/lf (= 1121 . 25 lbs. total ) . No uniform loads. Seam spacing = 12. 0 inches. Deflection limit ( live load plus dead load) : 1/360. BEAM TYPE: WOOD: MULTIPLE JOISTS #2 COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs) 560.6 FV 95.0 Area (Sq. In. ) '3 12 Moment ( ft--lbs) 1 ,608.8 FB 1 , 450.0 Sect .Modulus 13 15 Deflection ( in) 0.38 E 1.70E6 Mom. Inertia 59 59* = x Actual Maximum Deflection = 0. 38 inches. Maximum Deflection occurs at 5.5 feet . Maximum Moment occurs at 5.5 feet . Beam size (W x H) : 1 _ T5C)C) " by -7 - 7E, 7 BEAM AREA: 11 .65 * = DETERMINING FACTOR 1 106., . c I 4/3 =MI=la anInr: E;EAM ANAL_YS I S OM PREPARED BY: TIM FROELICH ENGINEER LAKE OSWEGO, OREGON 97035 (503) 636-0784 Client : BRAD HOSMAR Project: KIR:MA RESID. Location: GARAGE JOISTS Date: 07-17-1980 Comment : CASE 2 BEAM AND LOAD DIAGRAM P1 Jl &uuuuuuuuuuuuuuuuuuuuuuff n <tn K R1 R2 Reaction R1 = 751 . 4 lbs. Reaction P2 = 7'34.9 lbs. Total load = 1 ,546. 3 lbs. no overhang.Dimensions: Clear span = 11 .5 feet , Point leads: P1 = 1 ,000.0 lbs. at 6.0 feet . No triangular leads. Uniform beam weight= 48 lbs/lf (= 546. 25 lbs. total ) . Na uniform loads. inches. Beam spacing = 12.0 Deflection limit (live load plus dead load) : 1/360 BEAM TYPE: WOOD: MULTIPLE JOISTS M2 COMP TED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL 95.0 Area (Sq. In. ) 12 16 Shear (lbs) 771. 1 FV Moment (it-lbs) 3,653.3 FB 1 , 450.0 Sect .Madulus 30 30*166 n. 39 E 1 .70E6 Mom. Inertia 112 Deflection ( in) Actual Maximum neflectian = 0. 26 inches. Maximum Deflection occurs at 6.0 feet . Maximum Moment recurs at 6. 0 feet . Beam size ( W x H) : 1 _ Jc_x ) '. tx y 1C) - x'17 " BEAM AREA: 16.50 * = DETERMINING FACTOR I� Ada 1 • 3/s • s=ass= == ========= - E-l Pal A hi A L 'v' I S s=ac-._�-.—==os=ass---- PREPARED FY: TIM FROELICH ENGINEER (JOJ) 636-0784 LAKE OSWEGO, OREGON 97035 Client : BRAD HOSMAR Project : KIRMA RESID. Location: GARAGE JOISTS Date: 07-17-1980 `,_,mment : CASE 3 BEAM AND LOAD DIAGRAM PI 14 &uuuUuuUUUUUUUUUUUuuuuul u g ug R1 R2 Reaction F'1 = 1 ,055. 7 lbs. Reaction P2 = 490.5 lbs. Total load = 1 , 546. 3 lbs. overhang. Clear span = 11 .5 feet , no Point loads: F'1 = 1 ,000.0 lbs. at 2.5 feet . No triangular loads. Uniform beam weight= 48 lbs/If (= 5.6. 25 lbs. total ) . No uniform leads. Beam spacing = 12. 0 inches. Deflection limit (live load plus dead load) : 1 /360. ---_---_-- BEAM TYPE: WOOD: MULTIPLE JOISTS 42 COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs) 1,055.7 F': 95.0 Area (Sq. In. ) 17 17* Moment ( ft-lbs) 2,490.9 FB 1 ,450.0 Sect .Modulus 21 31 Deflection ( in) 0.3a E 1 .70E6 Mom. Inertia 80 =--172 Actual Maximum Deflection = 0. 18 inches. Maximum Deflection occurs at 5.5 feet . Maximum Moment occurs at 2.5 feet . Beam size ti.! x H) : 1 _ T5()C, " by 1 1 _ 1 1 3 " BEAM AREA? 16.67 * = DETERMINING FACTOR BIZ & I L" - hi ■ • /9J =__-___-__ ___---=___—=__—_�____ 0E4:NM ANAL_YS Z S PREPARED BY: TIM FROELICH ENGINEER LAKE OSWEGO, OREGON 97035 (503) 636-0784 Client : BRAD HOSMAR Project : KIRMA RESID. Location: GARAGE BEAM Date: 07-17-1380 Comment : CASE 1 BEAM AND LOAD DIAGRAM SUUUUUUUUUUUUUUUUUUUl JL OX R1 P2 Reaction R1 = 5,671 .5 lbs. Reaction P2 = 5,671 .5 lbs. Total load = 11 ,343.0 lbs. Dimensions: Clear span = 10.0 feet, no overhang. No point loads. No triangular loads. Uniform beam weight= 1 , 134 lbs/lf (= 11343 lbs. total ) . N': uniform lc'ads. Deam spacing ! 12.0 inches. Deflection limit (live load plus dead load) : 1 /360. BEAM TYPE: LAM : 24 F GLULAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs) 5,671 .5 FV 165.0 Area (Sq. In. ) 52 52* Moment ( ft-lbs) 14, 178.8 FS 2, 400.0 Sect .Modulus 71 86 Deflection ( in) 0.33 E 1 .80E6 Mom. Inertia 424 435 Actual Maximum Deflection = 0. 32 inches. Maximum Deflec=tion occurs at 5. 0 feet . Maximum Moment occurs at 5. 0 feet . Beam size (W x H) : e, _ 1 -;2t5 " try 1C=' _ x.)6.0 " BEAM AREA: 51 .56 * = DETERMINING FACTOR �� ' x (p 1/2," v�� • +F— \/`4- 4G s s Ei E A I"1 ANAL_'/ I E =- PREPARED BY: TIM FROEL I C::H ENGINEER LAKE OSWEGO, OREGON 97035 (503) 636-0784 Client: BRAD HOSMAR F'ro.ject : KIRMA RESID. Location: GARAGE BEAM Date: 07-17-1980 Comment : CASE BEAM AND LOAD DIAGRAM P1 P2 L L L L 11666 61:166661:1666C:61:161:161 L P1 P2 Reaction P1 = 4, 796. 5 lbs. Reaction P2 = 4, 796. 5 lbs. Total load = 9,593. 0 lbs. Dimensions: Clear span = 10. 0 feet , no :overhang. Point loads: F1 = 2,000.0 lbs. at 2. 5 feet . = 2,000.0 lbs. at 7. 5 feet . No triangular loads. Uniform beam weight= 559 lbs/If (= 5593 lbs. total ) . No uniform leads. Beam spacing = 12. 0 inches. Deflection limit (live load plus dead load ) : 1 /360:0. BEAM TYPE: LAM : 24 F GLULAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs) 4, 796.5 FV 165.0 Area :Sq. In. .' 44 49 Moment ( ft-lbs ) 11 ,991 . 3 FB 2, 400.0 Sect . Mc_'dul us 60 78 Deflection ( in) 0. 33 E 1 .80E6 Mom. Inertia 374 374* Actual Maximum Deflection = 0. 33 inches. Maximum Deflection occurs at S. C) feet . Maximum Moment occurs at 5. 0 feet . Beam size (W x H) : S _ 1 2:55 " L ' '3 - TJE.4 " BEAM AREA: 49.01 * = DETERMINING FACTOR IIii \0I`y cAL.d. G7L 4 _ _ 1 -1 ' ll EcEANI ANALYS 1 S PREPARED BY: TIM FROELICH ENGINEER LAKE OSWEGO, OREGON 97035 (503) 636-0784 Client: BRAD HOSMAR • Project: KIRMA RESID. Lcat ion: GARAGE BEAM Date: 07-17-1980 Comment: CASE 3 BEAM AND LOAD DIAGRAM P1 P2 y 11. :Ll_�uuuuuuitiuuuituiaci61 BL “r1; or; R1 P Reaction R1 = 5, 136. 5 lbs. Reaction P2 = 4, 396.5 lbs. Total load = 9,593. 0 lbs. Dimensions: Clear span = 10.0 feet , no overhang. Point loads: P1 = 2,000. 0 lbs. at 1 . 5 feet . F'2 = 2,000. 0 lbs. at 6. 5 feet . No triangular loads. Uniform beam weight= 559 lbs/If (= 5593 lbs. total ) . Na uniform loads. Beam spacing = 12.0 inches. Deflection limit (live load plus dead load ) : 1 /360. BEAM TYPE: LAM : 24 F GLULAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs) 5, 196. 5 FV 165. 0 Area ( Sq. In. ' 47 49 Moment ( ft-lbs) 12, 121 . 3 FB 2,400.0 Sect . Modulus 61 77 Deflection ( in) 0. 33 E 1 . 80F6 Mom. Inertia 366 366* Actual Maximum Deflection = 0. 33 inches. Maximum Deflection occurs at 5. ( feet . Maximum Moment occurs at 5. 5 feet . Beam size fW x H + : 1 ..;-."2 " by TSC)-.2.' " BEAM AREA: 48. 70 * = DETERMINING FACTOR I4 x to/2 cm:.g 2 -V4 CITY QF TIG 13115so Hall Blvd. PLNCK RECT I 2- roBox u PERMIT f /-o /39 COMMUNITY DEVELOPMENT DEPARTMENT TI6PP"°re." (503)61a.1171 DATE ISSUED JOB ADDRESS: GSZ T.ke �.0 Vz-, - L_ TAX MAP/LOT 7$ I 'lD7-6700 SUB: et"/vC. v'E 4 ' LOT: —I LAND USE: R-y S( Pb) VALUATION. OWNER ' / SP IAL NOTES NAME: V i G n IP REISSUE OF: ADDRESS: /6 (' /'r GJ. :c f, Gc' r. _. LAST REISSUE: _ FLOOD PLAIN/ PHONE: _�„'�'__..—r ; _ SENSITIVE LAND: CONTRACTOR AP R Y LS RE9U I R D NAME: 1--/ )1,11 i Z L (1_ /i4 C . PLANNING: [JE - ADDRESS: /c3::S il/ Ili Al L'/t r`'y rev(;. ENGINEERING: I c 1 fsns.t , t A? '! 1 ;tet '1 _ FIRE DEPT: PHONE: :) J Y/r OTHER: ?!F- '(r--_ CONTR. BOARD t: l Y _ EXP DATE: J7?-2 ITEMS REQUIREI. SUBCONTRACTORS: PLUMB: _ ; . t /_ LIST/SUBCONTRACTORS• MECH: BUS TAX: — ARCH/ENGINEER CALCULATIONS: NAME: J . I-, r .L _ , r. - _ TRUSS DETAILS: _ _ADDRESS: ;,' , oN/= — OTHER: PHONE: PROPOSED BLDG. USE: • ': .: COMMENTS: Ate AD 5riarer o/,tv,OG- PbVfl'1l APPLICANT SIGNATURE Re'-eived By: __ __ Date Received: 11111 PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE a 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees — - / S3— y�oa 10-431 01 Mechanical Permit Fees `(k 10-230 01 State Building Tax (5%) y(I,dS LSU- OS" Building -74,4/0 ,'lumbing q(07 - Mechanical ,x,1/0 10-433 00 Plans Check Fee 3 kl,v20 ,moo'' /_3/,,,,c) Building i69,d-D Plumbing Mechanical i, , Op 10-230 06 Fire 30-202 00 Sewer Connection / 1%!-) /500 30-444 00 Sewer Inspection ./ ' 25-448 02 Commercial TIF Fees 25-443-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees _1 Z &0•040 _ 5 U 25-448 05 Mass Transit TIF Fees 100.00 /0–V 52-449 00 Parks System Bev Charge (PDC) UL_ex) 15 UD 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) _3 25". Gv 24-445- 01 Water Qualit2 (Fee in lieu of) 24-446-02 Water Quantity (Fee in lieu of) _ TOTAL _ — i�( 5 ,-3"7 nm/3587P.WPF r - CITY OF TIGARf — RECEIPT OF PAYMENT RECEIPT NO. :91-215261 CHECK AMOUNT t 250. 00 NAME s VICTOR & ANNETTE CASH AMOUNT t 0. 00 ADDRESS : 16011 SW WAXWING WAY PAYMENT DATE : 07/ 11 /91 BEAVERTON. OR SUBDIVISION t 97001— PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID PLAN CHECK �FE . _. .___.....250' _ _._ _ _ 00 • PLAN CI( -)--c:Vm TOTAI. OMr7UN1 PAID — - • - ) .:'5N. PO i