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16336 SW 85TH AVENUE REVISION BY 48 ' 0 * CADD NAME 2446 - 47F mTo ( 14 ' 0 ' 26 • ----4 • < 35 ' - - 6 . le , - 7 ' < < 42 o " 12 Roof overhang at awds sw S 6 ' Roof overhamo at madm a W Vo 2 � ------------ -- -- - - ------------- --/----- - IL I f3 6C. REC_EPT` I ON + - I \ kiwi OFFICE al x0.C: 413 and Polo Or 0 - - - - - - - - - - -r - I M -64 . in + - 0 L J © A -- I4 T T -L - J Ln r 0 z `- FULL -HEIGHT + + BEAR 114G WALL F + + + 4 F + + + + + + , L .L .L -L � + + -t 4 R.A.G. COLUMN ' 0 ' 3 R.A.G. $ 0 20 x 24 R.A .G. IN 0" COLUMN A ' OFF I CE COLUMN 8 C ._/ 01 OFFICE *3 UYLUAN U OFFICE &5 < -N44 Ln r - -r LD r r I I I 1 1­ - + - Or M 0 a_ j. j + + A roo/)i -A. j 0 OFFICE 04 I.J 0 CD 0 - -------- ----- ------------------ cr) - DESIGN LOADS 2 1 ROOF 25 PSF 0 . 20 ' 0 . z < 31 ` ' —9 1 /2 ' 42 - WIND 90TH . EXP . B o ' 0 - - < --- A 12 ' 0 * 28 ' 0' <35 ' 7 ' FLOOR 50 PSF or 2000 LB co Q� 1 . Structural d681. gn only . 0 L 2 . Foundation design 8 building connection to foundation is by others . 0 FLOOR P AN 0� 0 0 W 0 6 U I 6 OTY , S I ZE DESCRIPTION LOCK REMARKS ------ CD Lt . comm . steel EXTERIOR DOORS 91 1 3068 A53PD 22 x 36 lite ------ ----------------- w/wood jamb ------- • rlTl 3068 Lt . comm , steel A53PD 15 lits x CD w/wr.od jamb 8 -6) 1 -Ij Pr -hung wood . R.A.G. R.A.G. 2866 INTERIOR DOORS a] hod I-Hu 300FL r------------- ---------------- ,-- ------------- ow core , VLnwl 10-8 -6 10- 10-6 : 2 - 10-8 r4-] 5 3C) 619 �'rnhung wood . 200133 0 Ho low core . VLnUl 6 , 110 1 0-1000� 12 --- PLENUA (\j 30 619 BI -FC-D PW/HV M 0 -- — 12 12 - 10 6 01965 WINDOWS 10 46 x 39 HoriZL Slide . Dual giz , MIA11 PHILIPS 10-8 -8 �712 - 12 -6— M - ' t 0 8 8 DATE 10- 12 -90 06 6 4-1 HVAC S C h L E SF40VN • LL! 3 Ton 15 K . W . _7 1 -69110960 LL1 1 ELECTRICAL PANEL 1 200amp Single Phase Service UNDER D RWN B Y mTo WYES AND DIFFUSERS AS NOTED FLUORESCENT LTS , 12 2 x 4 Troffer J OB No _ 2446 -47 ti I Incandescent in HALLWAY HAYOUT SHEET : FAN ,2 500 cfm EXHAUST r HOT WATER HEATER 1 6 Gal Electric .j . i i i I � I � I i I I a I I I ,I I 1 I :,, 41-0 NOTE IF THIS MICROFILMED 1 7 10 11 12 --=shift DRAWING IS LESS CLEAR THAN THIS NOT IGki * 1T 1 DUE TO THF QUALITY OF THF ORIGINAL DRAWING. OC 62 ge L2 9F S2 V2 CZ 20 17, 02 St 91 LI 91 91 t, i C1 71 I 1 01 6 9 t 9 S t, t 2 I -A T T T XT 10 1 01 (10 W01 REVISION BY arae: CA©0 NAME 2446 - 47S mTo PLATE-TO-STLD AIN . OF 2 - 14 GA . x 3 1/4* STAPLES I SENCO S201 10- 15 -90 VV SF-EETROCK SENCO P15 STAPLES 8 GL(E 2x8 FLOOR JOIST-TO-R1A AIN . OF 4 - 14 9A . x 3 /4 ' STAPLES ( SENCO 5261 NOTE : L& JO I S� HAMMERS ON A0OLLARS . CLASS 'A ' BOTTON BOARD-TO-JOIST 16 GA . x 5/0' STAPLES Is 3' EDGES OWY ( SENCO P101 FLOOR DECKING-TO-2x JOIST 1/2* rA x 2 3/48' R NG I�N6s'EDGES $ 10' ELDOPTIINAL VtTHASTIC AAE FAS NG . BOTTOM PLATE-TO-FLOOR 14 GA x 3 1/4 ' STAPLES o 16 STAGGERED ( SENCO S28 ; SHEATH I NG-TO-STLD �j ENDVALL. 16 GA . x 13/4' RAPLES o 4' EDGES 8 8' F I ELD l SENCO N 131 RIA-TO-RAFTERS 2A 8 - 4 - 14 GA . N3 1/4' ( SENCO S201 V/ DOUBLE RK o N ROOF RIA-TO-TOP PLATE SEX0 S28 STAPLES o 16 ' O .C . l_EOGER-TO-RIA SENCO S28 STAPLES o 3' O. C . A 3 o BUTT JOINTS ROOF LE)t'ER-TO-RIDGEBEAA SENCO S28 STAPLES o 3' O.C. 8 3 o BUTT JOINTS RAFTER-TO--RIDGEBEAA 3 - 14 GA . x 3 1/4* ( SENCO S28 ) ROOF I NG . . . . . . Composition • SHEATHING . . . . 7/ 16 * 'inferboard * HARDBOARD S 1 D I NG-TO-STLD 0 S I DEVALL 6d GALV BOX NAILS o 4 ' EDGES 8 8" IN FIELD SHEATH I NG-TO-ROOF AEABERS 16 GA . x 1 3/4 STAPLES 0 4 EDGES 8 12 • FIELD I SENCO N191 FRAU I NG . . . . . . 2 x 8 -{ . F . s2 Ref f er• 024 ' o . c . * HARDBOARD S I D I NG-TO-STLD 0 ENDVALL 6d ALVBO o I VMc 4 ' FDGES 8 8' 1 N F I ELO R I DGEBEAN . . . . 1 112 * x 12 ' M 1 c r o l eg m V/D-�-ERO`V R I N JOISTS 1/2' x 4' BOLTS sty 4 ' - 0' 0. C` . AND 6' FROM EACH END RIMS . . . . . . . . . 2 x 6 Continuous M i cro l am CORDER STILE 14 GA . x 3 1/4' STAPLES o 6' ( SENCO S201 U)R i DGEBEEAAS 1/2' x 4* BOLTS o 3 ' - 0' O.C . AND 6* FROM EACH END LEDGER . . . . . . . 2 x 4 Toper Cut # VEYERNALFSER 112• HARDBOARD I NSULAT I ON . . . R-30 Unf aced M CEILING . . . . . . T-Ber z VENTING . . . . . . Continuous move and Ri ?.;js venting . ~� m r•- cn cn r-a 6 4 0 12 — WALLS ao 2 • �''`----�_ SIDING . . . . . . . . . . . Hardboard T- 1 - 11 N 1 - FRAMING . . . . . . . . . . 2 x 4 H . F . ' Stand Studs o16 ' c . c O TOP PLATE . . . . . . . . 2 x 4 Continuo:-js microlam co BOTTOM PLATE . . . . . 2 x 4 INSULATIQ14 . . . . . . . R- 11 Kraft 12 ' INTERIOR FINISH . . 1 /2 ' Vinyi wrap Shestro61 (� 1 /2 ' P . L . Vainscot in R . R . m w z BLOCKING AT MID-HEIGHT 0 co m � c� m 0 0 FLOOR. ZC4 COVERING . . . . . . . BY P . M . L . ( exceptl0 Corlon Vinyl in R . R . < .7, 0 DECKING . . . . . . . . 5/8 ' A . P . A . Approved —, ,� � OFFI CE &3 RECEPTION FRAM I NG . . . . . . . . 2 x 8 IA . F . s2 Floor Joists c16 * o . c 0 Use SU26 hangers at all joint* . RIMS . . . . . . . . . . . 2 x 8 Continuous Microlem rim .ITMYM 2 x 6 Per i anter rim . LT 11 CD e w INSULATION . . R- 11 C)BOTTOM COVER . . . Class 'A ' Bottom Cotler �' 13 l /2 5 ' - 4 1 /4 ' 5 ' - 4 i /4 ' ' Xlop F..,_4 co rDhTE ' 10- 15 -go 1 ' - 10' 1 l ' - 10' SHOVN ---- - -- SCALE DRWN BY ' mTo T O B N 0 _ 2446 -47 S CT ION A A SHEET D sw e"*-,--F1' ... s _ _ .�x. �' - dry.. .-.-w-,w-.. .. . �r,,,�..y`. r - r �y� .MwAC:,,�!I� y i+�.�.,.r ..t � '► � _. ' •ll�q _ 'A � ~ �: .-i► y,•qw..._ Ly...'.-�� �'1'r ..- 1i .�+�.�. .. .,.•-++rw..e... '� � �" ' • �' I �' � I t sl i t t t t I � ► sit +1 t t �i t i l t •r t 1fi' r � t Itt 't'�tjl �i r t � t t l i i i til I t' r l l i t -t t t t l t l l III I t Iii tlltl I I I i l r l I I Itl sill silt I I tl ► y 1 � 1III1 lei lil I � I � I � 1 III ' II I IIII III � II � � 11 � - I 1 I � f ► I 1 ! .E I 2 3 4 5 6 7 8 9I}0 I I 12 NOTE : I F TH IS M ICROF I LMED b'''�' DRAWING IS LESS CLEAR THAN THIS NO T I CE i ' I T 1b DUE TO THF QUALITY 017 THE ORIGINAL _ ..• DRAWING, 0E 6?.. RZ 17. 92 SZ bZ E2 - ?2 1? 02 61 R I l l 91 S I 1, 1 E I 01 11 01 6 9 t 9 S b 1E ? 1 - e11�111111114�Ittllttlll�l�llltll�lflt�ltl�llll�llllllill'lltl�itttl�tll�lt+.l:{tt�tlttlllttltltllllllN�ll�III1111111{Il1�t�t1lIIIIII�l1ti11�1ltl�s{IIIIIII�{{I{�Iltsillitlttll11111,IIt111t11IIINI�IIIIIIIII�IIII�tI�ll�t�ll�1lllftUllII11�I1tI�ItI1Il11IIIW1Ilt�hU1�IlI1�11U11l�R��111�1111IIIIllIlll,illi T T TV 1"A I Q -0 u:QwjLwWffwlw 1 j I i i 1 16336 SW 85ch Ave. INSPECTIo NOTICE �r City of Tigard Building Departaent 1.3125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec--O-Phone): 639-4175 Business Phone; 639-4171 Inspe;•t ion a—___ Footing Plbg. Ur•derelab Hach. Rough-in Appr/Sdwlk Fount!. Plbg Top Out Gas Line FINAL- Poet/Beam Struct. Srm. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line / Gyp. Bd. -Hoch. Date Requester!: _CT'Lfoat /- __PX AddreNs:_ 1(�/.- (� Pe Builder. f THE lOLLOWING CORRECTIONS ARE REQUIRA.D: ----- ------- Inspector:_ DatetL2— I APPROV\D DISAPPRON=D APPROVED SUBJECT To ABUVE Call For Reinap. i■r �r �r (fir ■r �[ W CITY OF TIFA RD, � CERTIFICATE ROCCUPANCYUF COMMUNITY DEVELOPMENT D CRYO TWARD PERM I T 4F. . . . . . . Ye'415 13125 SW Hall Blvd. P.O.Baa 233ff1,Tpani,Onpon 97 (&03' DATE I SSUED a 12/05/90 11E ADDRESS. - . : 16336 SW 85TH AVE PARCEL: ES11:3BO-00600 SUEDIVIS1ON. . . . : TONING: I-P BLOCK. . . . . . . . . . LOT. * * * . . . . . . . . . CLASS OF WORK. :NEW TYNE OF USE.. . . aCOM OCCUPANCY GRP. :B2 OCCUPANCY LOAD: 11 TENANT NAME. . . :MODULAR OFFICE:. Remarks : Set--up modular office building (temporary) as per approved plains. Owners UNIFIED SEWERAGE AGENCY 155 N. F I RS f AVE H I LLSBORO UR 97214 Phone #: Contractor: CONTRACTOR NOT ON FILE Phone M: Reg #. . I Occupancy of the above referenced building is hereby given, avid certifies the compliance with the State Of Oregon Specialty Codes for the group, occupancy, and use under- which the r•efernnr_ed permit was issued. FIRE: DEPARTMENT BUILDING INSPEC BUHi_.DIMS 0 ILIAL POST IN CONSPICUOUS PLACE � IO' JNS ECTION NOTICE City of Tigard Bulldiog Department 13125 611 Ball Blvd. Tigard, Oregon 97223 Inspect!on line (Rec-O-Phone): 639-4175 Buainoss Phone D4 173. 7 Inspection:___ L121-'/"� Footing P1bg. Underelab Hach. g/t-in Appr 1-1 Poun P!l:g. Top Out Gas Line L� F P:)at/Beam ,struct. San. Sewer Frami.nq -Bldg. Post/Beam Hach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Heck,. bate Requested: =� ��!_— Timet 14. AM _ PN Addresses" l _ 1Fsi�fit �iC r�/ i�y Builder:��� S - THE FOLLOWING OORRHCTZONS ARE QUIREDs- Inspector: -_-_-�--- ,- ------ Date: APPROVED DtSAPPROVRD APPROVRn supincT TO ACOHe Call For Reinsp. t BUILDINC7 f:1,'..7RNIT CITY OFTIGARD I*:1--:R11IT 0. . . . . . . .. B U V.,9(a-•032-, CffY0FV,FA1V' 13126 SW Hell BNd P.O.Box M97,Tigsid,Oregon 97223(50)639417t �77="`7 ISSUED: 11/16/90 COMMUNITY DEVELOPMENT DEPARTMENT 011MION i. f'[.-: (IDDRESS. . . 0 H SiW 8 5 T 11 (.)V E FIARCEL.,-, 9)l 1.380 (F)0 6 0 0 ')IJBDIVISION_ ZONING: I—P, 1 01.. . . . . . . . . . . . R,ii,19 6(j L F'L 0 0 R ARE-A3------------ EXTERIOR WALI CONSTRUCTION— r, -NEW N.. S.- E W ­LASS OF WORK. . FIRST. .. . . . 11511 of T*YP'E. OF' LISE. .. .. ::CON SECOND. .. .. f V- E C'T 0 1--.'E N I N G S f'Y[-,E OF CONST. :5N THIRD. . . . f N S. E: We OCCIL)FIANCY CRP". -JIF? '1*OTAl__*1_1_­__­:� 1152 s ROOF CONST': FI R F- RET'?C C C'U 1::'A N CY L 0 A 1) I I BASEME N 1'. r s f AREA SEP,. RATED: 1*(.)R. I H'I . -. 1.0 f c GAR(AGE. . . sf CJC(:,(.) SEr:'. RA'T'ED: BS11*T? N MEZZ?.N RE 10 SE*I'F.InCKS-------------------- REOUI F1 OOR L OAD. . . . r 50 ps f LEF T ft RGIAT: ft F 1.R 5 F.,K L.-N SMOK DET. .. -.ISI DWELUNG IJNI'TS-. VR NI ft REAR: ft FIR ALRM.-1%1 HNDICV, ACC.-N B E D R 11 S. B()J'H S) 111iF*, SURFACE: r1R0 CORR-1q F,0 R K 1'.N C., VALUE. $A 2000 I 'rniarP.s- 1`3 P t Up modular offi(.,e building (tPnq)o-rA-rv) .is peer app-rowed p1arls. Owvlev.. .......__ VEFIS HDR ENGINEERING, INC tyrEl amoLtrit by date 'recpt 4500 5. W. KRUSE WOY SUITE* 340 V,R M'T 1, 32. 50 PILCK 1. 21. 13 LAKE OSW1.'.(3C) OR 97035-2564 FIRE 1, 13. 00 F:11-ioiie On (-',48­8t45 5V,C"T* $ 1. 63 F,A y vi $ 68.26 JLH 11/1.6/90 Coit-ra(.tc)-r: CIONT'NOCTOR N01 ON FILE 1i o vi e $ 68. 26 TOT'AL REQUIRED INSPIECI'TONS This permit is issued sub(ect to the regulations contained in the Foot:/Found Iiisp .......... Tivard Municipal Code. State of Ore. Specialty Codes and all other Misc. 1)1s;PPCtJ.Ov1 applicable laws. All work will be done in accordance with F7.11,41 lrls )ectiory approved plans. This permit will expire if work is not started ....... within 180 days of issuance, or if work is suspended for more than Ise Days. I -r ni j.t t c?e S:i p ria t t-r e I'll-RU,mcl By: .......... Call fo-r inspection 639 ' 175 llMA&IN-UK11111111=�W-XM-WXMAam C'TYOF TIGARD CO'OFWARD COMMUNITY DEVELZ`0MENT DEPARTMENT 01140N 13126 SW Hell Blvd. P.O.Box 23397,TIpM,Oregon 97223(603)639-4175 P1 LIMPING r)ERMIT /14,334, J 4.1 /1 D1*-) iE ISSULD.- 11/16/90 I S-T TE* A D 1)R IS S. . . SW 85TH AVE:' I-ARCEL.- !.',UBDIVTSION. . . . ZON'LNG- 1–l-, PLOCK. . .. . . . » » . .. ,, LOT. I. . . . . . . . .. . . . . ............. C.LOSS OF WORK— t NEW GARBAGE:: DISPOSALS. MOBILE HOME SPACES. TYPE OF USE. . . . ICOM WASHING MACH. . . . . . . BACKFLOW PREVNTRS. OCCUPIr-)NCY GRP. . tP2 FA OOR DRAINS. . 'TRAPS. . . . . » . . . . E)TOR 1.E S. . . .. . . . . t I W01 ER HEOTERS. CATCH BOSINS). . 1:7 1 X T(.1 R E S——— LAUNDRY TROYS. . .. . . SF RAIN DROINS SINKS. . . . . .. URINALS. . . . . . . .. .. .. . GREASE TRAPS,, . LAVATORIES. OTHER F- IXTURES. . . .. TUP/SHOWE.RS. . . . SEWER LINE (ft) . . . .. WATER CL.OSETS. . - WATER LINE. L0(%) DISHWASHERS. . . . a RAIN DRAIN (ft) - - -. 100 R(4 01 A'('P.S--, S e t--U 1:) nic)dt.t1,vr office l3t.til.diiiq (tc?nij:)o-rary) .As 1.ie-i- al:)ji-rovi-c! p'j,Ajjs. Doirier- FEE'S HDR ENGINEL.RTNG. INC. type 'A f)l C)t.k 1.1 t by (1,Ate r e P t 4500 S. W. KRUSE WAY SUITL 340 PRMT $ 50. 00 r1L.CK $ 1.2. 5 0 LAKE, OSWE(30 Ok 97035-2564 5 P C T $ 2.5113 Pl-ioiie 0: 648--8145 PAYM $ 65. 00 JLH 11/16/90 l7oi-it-racto-r.- —..—............ CON'TRACTOR NOT Ohl 17: 11—L r rt L) #: 165. 00 TOTAL_ ........ ................ REQUIRED INSPECTIONE' This permit is issued subject to the regulations contained in the W,-.-vte-r LJ.vie Iiisp Tigard Municipal Code. State of Ore. Specialty Codes and all other S-to-rni D-raivi Irisp applicable laws. All work will be done in accordance with Fiii.Al. Trispec.,tioyj approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than IS@ days. .......... ...... 1'W('n1it1;Pe fqstted By-. 639--4175 SEWE:R CONNECT ION CITYOFTIGARDT� V,ERII IT CrfV0r-TISA- RD ER 111 T SWIG 9 0—0 3:)c' COMMUNITY DEVELOPMENr DEPARTMENT %OMN 0 4 W 13125 SW Hall Blvd. P.O.Box 23397,Tigard,Cftgw 97RM(SWIA19-41 175 71 D 0 1 E. 1:S S U E D 1.a./1.c,/90 SITE 1:)1)D R E 5 1:';. . . SW 85TH AVE P'ARCEL: 2S11.3F(0---00(-',00 SULIDIVISION" .. .. 1&5310 Ei L 0 CK LOT. .............. TENANT NONE. -HDR ENCHNE-ERING, INC. U.30 1110. . . . .. .. ;:41311.8 FIXTURE I.JNT*I*S. -, :LO CLASS OF' WORK. ANEW DWELL-ING UNIT5. . : 1 T'Yf:,E OF USE.. .. . COM NO. OF* DUILDINGS.- I J.1-4 S TA I L TYPE. . . . ..FAUSWR INVIERV SURF*ACE. . -. a S f Q(7,In a-r F.ri S e t 1.%10 ntc)duIar r.)f f j.r e b t.t j.1.d i ii a t e ni 1-o-rLk-r y) ia s pe I, a p p-r,a V e cl 1.-)1.A 1-1 S,. 0 vi ii e-r 1ADR ENGINEK-RI1,16, 1.110; type ...A In(:)t.k 11 t by d .x t e 4500 S. W. KRUSE. WAY suin., .340 F-IRIIT $ :1.500. 00 114 S I'-) $ 455. 00 1-01%E 0(3WF'.G0 OR 97035--25)(.-',4 F,AYM 1.545.00 JLH 1.1/1.6/96 0. 648-8145 ll,ITR -C*T*C)R NOT ON FILE. I�,h c)ii e 1.5A#5. 00 TOTAL. Reg REOUIRED INSVIECI IONS This Applicant agrees to comply with all the rules and Tequiations of the Unified Sewage Agency. the permit expires 128 days from the date issued. The total amount paid will be forfeited if the oerrit expires. The Agency does not guarantee the accuracy of the .-,ide sewer literals. If the sewer is not located at the measuremprt .......... Given, the installer shall prospect i feet in all directions fror the distance given. I, not so located, the installer Shall purchase a "Tap and Side SEwer" Permit and the-wy will I a lateral, 1 -i,A t U('e i. Joe ............. all fo-r ii1sr)Pc—t.ioi-) 639-4175 --17Y OF TIGARD RECEIPT OF V'AYMENT RECEIPT NO. :90--206901 CHECK AMOUNT 1678.26 IAME ; UNIFIED SEWERtW-3E AGL"NCY CASH AMOUNT 0.00 �aODRES5; : 1 150 N. F I RST PAYMENT' DATE 11/16/90 SUBDIVISION HILLSBOP0, OR 97124-- 16,1-36 SW 857';1 AVE FURPOSE OF PAYMENT' AMOLIN"r PAID PURPOSE OF PAYMENT' AMOUNT' PAID EWILDING PERM BUP90-03-2 3F-7 F,-o ru.implNO PERM PLM90-0196 5(). C)() CJ. BUILD PER 4. 13 PLAN CHF-Ck. FE 33.63 EWER USA swt;90-0392 1500. CH.) SEWER' INSPECT 45. 00 Y(JALATIN VALL 1 00 111TAL AMOUNT PAID 167G. 26 CITY OF TIGARD OREGON October 25, 1990 Brice W. Perkins HDR Engineering, Inc. Suite 340 4500 S.W. Kruse Way Lake Oswego, OR 97035-2564 Project: r-mporary Office, BUP90-032.2 16580 S.W. 85th Avenue Dear Mr. Perkins: The plans for this project were reviewed for conformity with applicable codes, and are approved. You may get the permits for the project at your conveniences. If you have questions, or if we may be of assistance, please contact us. Sincerely, �im Ja4va Plana Examiner FAX (503)684-'297 I 13125 SW Hall Blvd,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171-- r ' fj Cfl U d f-� to �� ,�' _..._\ . 1 � • otliff-itm-1ai t s CITY OF IRD 13125 SW-Holl Blvd. Oregon 9r2-'3 A!'YLLU°►1'lULV — P.O.Sox 23397 rim CHXX (503)639-4171 PmnT COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED — JOB ADDRESS: � �C,�� 1 ' �-- TAX MAP/I0r SUB: _ LOT* IM WE: VAILYMON: CWER / / SPEMAL ' NAME: /z - 'r/��c� . �/1C". RET JE OF: ADDRESS: LAST ]Ras-STM: NOM PIASN/ SENSrrM L W: 111iONF.- APPWVALS_—RDZ=M OOPTIIU�C'IC)F2 PLANMUM: :dAI4E: -� EIJGINIERING. ADDRESS: FJRE DEPT _ OTHM: BUIL0.6,-MARD #: EDW GATE: fir/ U 5= — -- BUS TAX: ARCHINGINEER C1ILCIJ MCINS: NAME: % ���'� �� Gf I SS TMW DE171IIS: OTHER ADDRESS: ' PHONE: — OMWITS: PLUMB: ' _ MDC1i: PER4rr AOCT f DESCRIMON Air otW A mur PD. BAL. DUE 10-432 00 Building Permit Fces ,�' ;�'• '�,, to i'r 10-431 00 Plumbing PF.smit Few 10-431 Ol Mechanical Permit Fees 10-230 01 State Bui.lding,Tax (5$) = ,/ Bu i ldi.rg _ -- Plumbing Mode 10-433 00 Plans C tc-3dc Fee — Building Plumbing Mesh .—__--- Cv 30-202 00 Sewer conn icm G2J, ct `lS, Gil 30-444 0(' Sewn �ct Lial � _ 1W 51-448 W Street Systcm Dev Charge (SDC) — 52-449 00 Parks SystOn Dev CIMArge- (PDC) 31-450 00 StoCm Drainage Srt Dev C" (SSW) � — --- 1,'`-23'j 06 Fire �-- RDC AYPISCANr SIGNATLM - — -- (Received By: Date 1Reoeived: dl9l�) of/3587P.WPF 4/ // v t Q I PLY' CITY OF TIGARD 13125 SW HALL BLVD. PLUMBING PERM IA' P. o. pox 23397 ANAecants must hold Oregon Registration to conduct a plumbing TIGARD, OR 97223 Irninrss rx muu tx pro{>crty owrxr/rnxrator not hifing outside bclp. 5 03)639-4175 ) Nana of l evel<Wrnent - tz���9 Plumbing crm �/- S L T /{ U No. =��C-r �V �J�_ ORS 814-21410 OUMI. PRICE MAT, Job Tax to( Map.No. - - J1dfJrnaa _ -__- - FIXTURES 11N Block Subdvlsk)n - - Sink 7.50 Name or nameo�isumssl lavatory - - 7.50 TUb of i;rb/Shower C'ontb. 7.50 Tal N� SftoworOnly 7.50 Owner City/State zip WaterC$oset 7.50 Dishwasher 7.50 -- Phone Garbage Oisposal - - 7.50 u Nemo Washing Madura a .7.50 Floor Drain 7.50 MWIKV Address -�' Phone Water Heater 7.50 Occupant Laundry Room Tray - 7.50 P ('.rty/State LP Urinal 7.50 Nafne PhoneOther Fixtures(Specify) 7.50 7.50 MwUrV Address Phone 7.50 Cocttrector City/Stale Lip - --- -- - 7.50 _ MISCELUINEOUS City Due.Tax No. Sewer 1 st 100" 30.00 State-"s- �r - tele s. i o. &awer"aAddrt-100' 15.00 ( esrdenGal) Water Service 1st 100 20.00 t) I hereby acknowledge that I have read Ibis a(tpCNxtlon.dial the ktlormation Water Service ea.Addit;lw r 15.00 oven is eomect.dug 1 am registered`Udi the State Budd (s Hoard.and also Storm d Rein Drain 1 st 1 W' 30.00 - (1 have a State Pkxrtbktg license that the nu mberc given are eomea that all - - pkxnbing work will be done in a000rderae with applicable povicions of Of 0- Storm d P.-in Drain Adds.100' 15.00 gon Revised Statutes Chaptwa 447 and 693 and applicable codes and that Mobile"on"SAeC a 25.00 no help will be emttloyed unto"Uoensed under ORS 691(d exempt hon State registratixn.ptoese give reason bebw). Back Flow Preven6-)h f*)MEOWNERS-I hereby owlify dud I am the onwer d die propefty de- Device or Ano iNAX;on Device 7.50 - afxhbed above.at which location 1 propose to make a pkxnbknp Instakado n loll Any Trap or WaaN Naf may own tcse and this property is not bekng oonsbuclod for cab.tease or rent Conrnen-ted le a Fxhxe 7.50 Catdt iia sln 7.50 - ----- -_ -a kap.of Odd.Pkxnbirq 40.00 Per Nf. -- _-_ wady Requested t^up-21ons -40.00 Per K. Rain Drain, 15.00 Single Fam. Dvlg. Alf"C L7.ED S OWTUAE - Dew _ Oeacribe work new Q awdior�q akemtion[] ropelr Q be tkxte residenfiel Hort-ro�ldentie -" -- -- !_daiktQ the of MINIMUM PERMIT FEE 25.00 b Aid4tp or jxoperty C C"[/l S U n-IOTA I. I rued U"of C T 5% SURCHARGEAll - r !x tsr pfoperty rloT -- --------- 25% P IAN REVIEWice f r s 1 tf►a porn d heoom>w rn rlf and nfOld f/work a oknsavoacxn auanoftt+d 4 mol Dour TOTAL 7 % nsrrncrrf wfchin t�deyarr K axnafrhxllfwn a«ori M Mo*rwfdad tx 1>.rrkxnoft kx •9> &%t of 1FW1 fleyt M rrr an••when w"rh to fxtfhvr«.rxM! taT�LyM_t70Nt]Itlt?ht9 Ogle hsued tai _ ' I J of ►�H 1 mm JK 0. a � a (L �• B .4 CtJ I I Ip� I • U-F. —MlU-:13AJI IOL PTO, Q • iyluI / III) FLAT P LAB iPi I W/ 121 6XIJ FIT STIFFENERS A BVBX',6 11-IJ [5.0(',K r' APID A 4,K( .116 CNt.I CAP 1 4 ::/�.) 4x0 PT ITS IS I I , I J TL V _ 3• , It PERIVEMI I LJCIING.. a � , PT 08 U IT. W/ Y I PT 4X4 Fe(:, •TS AT U.C. 4x16>:16 C1•' I P&D �• • I W1 A PT X4 POST PT 2XT1X ON ,� ,' F;•';; '' ORALE Wit.8XE V-V AND 2X8'1 ' PT CAP W/ 4X4 PI POST 011 Ill.) �cp 12) 6X8 P1 FLA1 1 W/ A 8x8 16 CMU ULM W/ 2XBX1' PT CM A"] P1 4X8 POST i „i. TYPICAL E EM Ll ! Y) ZONAL M RIBBON t . 6d AT 4O.C. TUE NAILS EA END FLOOR CQ40, SEE B-DG FLANS -- FT 4XI, POST 5/8' T1-11 SKIRT--> wN 6d AT 4 U.C. _ i —PT 4X4 :'- it `_ II fJ ' '6 X 1'-6' REPAR DRIVEN AT 60 D1--.GREE ANGLE(ALTER!A'rE) I I P I r J 11 P J E= tE_-EI7[* 12' F�CLIN_DAD ON 1 SCALE 1' - 1'-0' www Pr NOsT 4XBX16 Ct•11-1 CEJ' cf-It.) BLOCK C i (2) 5X8 PT X 4'-0' L. MIN. EN W L C aL-a iNa 'I ')CAL 1: 1' - 1'-0' 1 i 1 ! - ------ 1�) 0/6 FIT POST; FLAT 6X.8 PT _ cr-Ti B-OD; EiY,8 PT FI.:AT � e! GENES NoTFs 1. MINIMUM SOIL BEARING PRESS'.F-�F - 1500 P.S.F. (REMOVE ORGANIC MAT. U LDER FC)OTIFJG IJV PREPARE GR/VU FOR t_klli oR',,1 [i_ARItJG) ?. VENT CRAWL SPAM I Scr.FT. ER r O S0.F-T-0P FLOOR 4REA 3. ,A!L LLP.,tS_R IN CRJACT 'ITH CPADr SHALL BE PRESSURE TITFA i ED .GJ°/CU.FT. C.C.A. 4- fK) IS THAN 48 F`ZICP TO DIGGING HOTIFY LOCAL UTILII Ic � ()i. flil-141' TO DIG. S. CQNTACi DESIGN FNk NL-- k FM VERIF ICA T ION OF FOUrJDAT 10N RF oUII,Fr SLl>�'EU OR UiJ'_1SUAL SITE C0tJDITIU':`, HEVIS ION IBY ENGINEERING 10 - 16 - 90 mTo ElCADD NAVE 2446 - 47E mTo .___ • a� . _.___ . . . . • . • � • • • a_._. • W . .___. .�. . _...,.._. . ._,. . _._.._ . _. . • ..� FINISH FLOOR «...,� `— ' Z FLASH I NG cc `� BTM . OF PE_•R I METER R I M TM . OF FLCk9R JOIST U) 0 u, zS I m m ELEVAT / -- M w • Q, 1 /4 ' - 1 - 0 ' 0 C: J If IL - Q 01� 0 O I '� S W I DEWALL ELEVAT ON ly 1 /4 " - 1 * - 0 ' 0 M L z L cr- 0 0 Sheath Endwalls with 1 /2 ' Veyerheesuer Hardboard . Inetolled with all edges supported . Fasten with 6d O 4 ' o . c . edge . 8 ' o . c . Sao field . and double row O 4 ' o . c . to rim . - rr Extend siding min . of- 3 * over 2 x 6 nailer and feat—en to Heiler with double row 6d • �—' Use PSL 12 strep w/5 -N9 O 4 ' o . c . Fasten 2 x 6 Heiler � net le en . end at so . , to rim Motet with double row � � � �!•-/� � module corner . 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