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14872 SW 116TH PLACE ,.1 ADDRESS: JIAMM Sal & CL vi J - ' I:Vecordsln;icrof lmllargels\building.doc w J `�- CITY GF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT PERMIT T #. . . . . . . : PL- L_M97-000? 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 DATE ISSUED: 01/03/97 PARCEL-: 21 S 1. 1.0PD-03000 17 E ADDRESS. . . : 1487 SW I IG'TH PL. SUBDIVISION. . . . : HE=LM HEIGHTS ZONING: R-4.-5 BI.._OCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :7 CLASS OF WORK. :Al-.T GARBAGE DISPOSALS. : 0 1y1OBIl_E HOME SIDACES. 0 TYPE OF USE. . . . :SF WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 1 "ICCUPANCY GRP. . : R3 FL..00R DRAINS. . . . . . . 0 TRAPS. . . . . . . . . . . . . . . 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 0 CATCH BASINS. . . . . . . : 0 F I XTURES--.--------------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . _ it SINKS. . . . . . . . . . . 0 URINALS. . . . . . . . . . . . 0 GREASE_ l-RAPS. . . . . . . . 0 L_AVATORIES. . . . . . 0 OTHER FIXTURES. ., . . : 0 TUB/SHOWERS. . . . : 0 SEWER LINE (ft ) . . . : 0 WATER CLOSETS. . : 171 WATER I-INE (ft ) . . . 171 DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 0 Remarl<s : DOUBLE CHECK. PACKFI._OW DEVICE= FOR IRRIGATION SYSTEM L-OCATED 1.0 FT BEHIND CURB (OPPOSITE SIDE OF DRIVEWAY FROM WATER METER) . Owner-: --_—________..______.__.._.___._________._____ _____..__.__.._____.___ r--EFS GARY WANDERSHIED type amount by date r-ecpt 14872 SW 116TH PL.. PRMT t 15. I0 JMH 01103197 97--L'188411 SPCT 1; 0. 75 JMH 0i. /03/97 97—;2618411. 1 T CARD OR 9712124 Phone #: 636-6848 Contr-actor, : TREE CARE UNL_IMITF7 5600 SW ROSEWOOD I.._AKE OSWEGO, OR OR 970235 __---__-----_-----.-----------_....____-_ Phone ##: $ 1`x. 75 TOTAL. -------- RE(-,'.0 I RFI) INSPECTIONS This permit is issued sabject to the regulations contained in the RP/Par-kfl.ow F'rev - Tigard Municipal Code, State of [ire. Specialty Codes and all other Final. Inspecct ion 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. rmittee Sign<_iti_rre : � � �erJ F.tiy • m Lo Call For- inspection — 639-41.75 w J CITY OF "PiGARD Plumbing Application Recd By 13123 SW HALL BLVD. Commercial and Residential Cate Recd . 71GARD, OR 97223 Cate to P E ,503) 639-4171 Date to DST Permit s Print or Type Related SWR x Incomplete or illegible appiications will not be accepted Called— Name of Development/Pro ct ,IXTURES (Individual) QTY PRICE AMT Job ( _"�GiYr.• GnC�ftr .��/P�� Sink — 901 Street Address Lavatory Address 5wte 9.00 Tub or TubrShower Comb 9.00 i Bldg s city/state Zip9.Shower Unly 00 L Name / urc� �I hit. Water Closet I 9.00 C� ,`h % Uishwasher 9.00 Owner ading A dress /� Suite `{ Garbage Disposal I g 0Cr l � W.. '�` / Wasnmg Machine -- 9.00 City/State Zlp Phgne Floor Drain 2- 9.00 i 3• 9.00 Name C r GVG G °' 9.00 Occupant Me/rq Address // ,0'4 Suite Water Heater 900 ';l- r5 • �/W Laundry,Room Tray ----9 00 Ci as Zip Phone / G Unnai 9.00 Na 3 ra Other Fixtures(Specify) 9.00 Gam//� (/h��/, � ` — 9.00 Conftctor Marling Andress Suite 9.0 g O(1 City/State 21 P n --- -- Z-, �> �c3� s� 9.00 9.QQ Oregon Const.Cont.Board Lic.f Exp.Date _ 9.00 Adlacb Ca"of 54,5-el Id-3/' I 9 r; C+a+wrM Ptumbrr'9 Lic. F�rp.Onto Sewer- tsl 1U0" 70.00 LI An.e. O j _ a _-j 7 Sewer-eacn additional too' I 25.00 COT Business Tax or Metro t Exp.Date ~ Water Service- 1st 100' I 3000' 1 Nana Water Service-eacn additional 200' I 25 00 i Archftect AIOAII. _ Storm S Rain Crain- tst 100' JO UO I or I Harling Address Sr.to Storm 3 Rain Cram-each additional 100" 25 00 I Moble Home Space 2500 Engineer C.tyiStats Zip Phone Commercial Back Flow Prevention L'evice or Anti- 25.00 Pollution Cevtce Dew file worts New O Addition O Alteration O Repair O Residential Backflow Prevention Cevice- ne: IL 15"0 �L t0"e doResidentialentia)O Vo,^residential 0 Any Trap or Waste Not Connected to a Fixture �--- 900 Addrtlonat descxipcon of wont ` / Catch 3asrn 9 or, --J /`�QG,� �/��f/L'1�A),j nsp of Existing P umbm9 I 00 CL r/ / 114 iZd "VCI� I I cerihr F- as"use of Speaatly Reouested Inspections 10 00 V, �� hi�ulZLc I _ _ J AW" a Property_ oerihr y //i d Rain Crain,singe.`amity dwelling 30.00 ~ Proposed use of +-� -� Grease Traps 900 J buriding or pcco" QUANTITY TOTAL LU I Are you capping. moving or replacing any flxturrs? Yes a No Isometric or riser�ragrarn a reaurm if Cuanxy Total u >s LU (If yes see back of form) 'SUBTOTAL I hereby ►cknowleage that I ha,.e read this application.that the information given.s :orrea. ,nat I am the owner or authorized agent of the owner.and 5°76 SURCHARGE mar aian 6ubmitt,icf are-n comoilance with Oregon State Laws. Signat of Own.ariAgent pate PLAN REVIEW 25% OF SU'ITO VAL I ` -7 aeoured only 11""Try —?—`1 / TOTAL /-5 � Contact Person Name I Phone Minimum permit fid is S25• 5%surcharge.except Residential BacxBow Prevention Cevict,which,s S15• 5%surcharge '.dststplmapp dcc 8196 P!EASE COMPLETE A__$_APPRQPRIATE TO PHOJECT: Fixtures to be capped moved or repiaced Qty Sink _ Lavatory Tub or Tub,'Shower Combination �— Shower Only Water Closet — Dishwasher Garbage Disposal Washing Machine _ — Floor Drain 2" Water Heater Laundry Room Tray Urinal Other Fixtures (Specify) COMMENTS REGARDING ABOVE: J J CITY OF TIGARD DEVELOPMENT SERVICES 13126 SW Hall Blvd., Tigard,OR 97223 (503,1 639-4171 C.ERTIFICATE OF OCCUPANCY PERMIT #. . . . . . . P DATE ISSUE 11/.27/96 PARCFL3 2SI10LD-03000 SITE ADDRES(S_ t 14872 SW 116TH PL GUBDIVISION. . . . a HELM HEIGHTS 7 ON I NE3.P-4. 5 BLOCK. . . . . . . . . .. e LOT. . . . . . . ., . . . . . P7 CLAS412 CJF- WORK�. INEW TYPE OF t1SE. . . sf3F I-YPE OF CONSTR.,5N OCCUPANCY GRP. .F43 OCCUPANCY Remarks PATH T GEORGE WALL 8555 SW TORGRJOISE LP BEAVERTMI OR 97007 ; !hnne #s 524-73S4 I-;untractors '31EORGE WALL 'iS55 SM rtJf)n,.UOlf7jE LP IIEFIVERTON OR 97007-0000 '-flione fit 52`4 -7384 HeR 0. . i 5,239al" Vhis Z-1ortificate grant4t occupancy of the above referenced I-milding or portion thereof and confirms that the building has been inspected for compliance with thp State of Oregon Specialty Cortes for the grolip, uccupam-y' and use under ~Bich the refer-ene9d permit was issued. 6�/o. aA LWILDING INSPECTOR BUILDING OFFIC"—IA'I- POM' (N WNE,'PICUOUS PLACE i� CITY OF TIGARD ELECTRICAL PERMIT - COMMUNITY DEVELOPMENT DEPARTMENT RESTRICTED ENERGY 13125 SW Hall Blvd.Tigard,Oregon 972.23.9199 (503)639-4171 PERMIT #: ELR96-0.148 DATE ISSUED: 05/10/96 PARCEL: 2S 1 l OBD--03000 'Z:21 TL i�DDR1rSS. . . : 1487;? SW 116TH FIL 3UBD I V I S I ON. . . . : HELP I HEIGHTS ZONING: R-4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .'7 Protect Description : _____________._______._---____-__-_-__..---.-.__-_.-----_-__________-_.______________-_ A. RESIDENT -------- B. COMMERCIAL---------------------------------------._- AUDIO & STEREO. . . :X AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . -.X BOILER. . . . . . . . . . .. I_PNDSCAPE/I RRIGAT. . : GARAGEOPENER. . . . :X CLOCK. . . . . . . . . . . : MEDICAL. . . . . . . . . . . . : HVAC. . . . . . . . . . . . . :X DATA/TELE COMM. . . NURSE CALLS. . . . . . . . . VACUUM SYSTEM. . . . :X FAIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER.- : :X HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMENT WT 1 ON. : OTHER. . : 21 : TOTAL # OF SYSTEMS: AIC Owner: ------------------------------------------------------ FEES ____-_-_-_-_-_-..- GEORGE WALL type amol_Int by date recpt B555 SW TURQUOISE LP PRMT $ 40. 00 CJS 05/10/96 96-279052 5PCT $ 2. 00 CJS 05/10/96 96-279252 BEAVER rON OR 9'7007 FSI-.o n e #: 524-7384 Contractor: --------_-__-_-._--____--...._____.__-_____-___--____-____-_.__--____ MARY' S VACUFI...O INC f 42. 00 TOTAL 9015 SE FLAVEL ------- REQUIRED INSPECTIONS ----- F'ORTL_AND OR 97266 Wall. Cover Elect' ] Final Phone #: 50.3-775-2042 Elect' l Service Req #. . t 69047 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Perm it ee Si gnat ure applicable laws. All work will he 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. Issued By INSTALLATION T'he installation is being made nn property I own which is not- intended for, =;ale, iease, or rent. I.1WNERI S SIGNATURE: _ _ _ DATE: ------------------ INSTALLATION SIGNATURE. OF' SUF'R. ELECT' N: �Q/1 Cv�Q1��}��,�_ DA"TE: i...I CENSE NO: Ca11 for- inspection - 639-4175 L`-- r to r J L U' W J rI MAY-71-1996 16:04 GARY'S VACUFLO, INC. P.01 Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. L Tigard, OR 97:23 F--" „T # G—�_� �tR — �L/I _ Phone(503)639-4171 f AX(50:3) 6134-7297 DATE S-,ul 1)_, �� TDD No. (503) 684-1772 CITY OF TIGARD Inspection (503) 639-4175 ISSUM lr —_(_Qr LLS _ PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK -il.q` 11I _- Address RESIDENTIAL—Restricted Enemy Fee . $4SL,fiQ —r-t -r, a� (FOR ALL SYSTEMS) TCity t t� State Zip C..he�C k. T—C of WuLI_nvolved: PERMITS ARE NON-TRANSFERABLE AND N()N•REFUNDABLE AND EXPIRF IF WORK LJ o and Storer,Systems• IS NqT SI�RTED WITHIN 1 BO DAYS OF IS5LIANC' )RIF WORK IS SUSPENI)Fr)FOR 1e0 DA`", Iirgiar Alarm Krage Dour Opener' 2. CONTRACTOR APPLICATION eaVn&Venrilation and Air Conditioning System` Contractor -Type_ Cuum Systems' Other Address -- COMMERCIAL—Fee for each System . . . . . . . . . GARY 'S VACUI-10, INC. 775-2042 -- (SFE OAR 918.260-260) 9015 SE�LAVF;L, PTLD. OR 97266 DATE: / /6 /e7t, JOI34t �.heckType f Qtk Inv Iv - OWN H R: C0 _� 'I —' -- C3Audio and Stereo Systems* CLE 26728 , 611.E 985 . CCB: 690.17 — ❑ SoilorCnntrnls Phone# —_ ---___----_---- -- ❑ Clock Systems ❑ Data Telecommunication Instillations 3. OWNER APPLICATION ❑ Fire Alarm Installatinn _ ❑ HVAC Print Owner's Name — Thune Nu ❑ Instrurnentation Address —— ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control• Cin, State Zip ❑ Medica) This prrmu Is issued under IVAR 9te•3Y0-370.This algdhant agrees to make only ❑ Nurse CAN refikitd a-sway,Installations 1100••olt mops or kn1 under this Ionrrit and to do the ❑ Outdoor Landscape Lighting' following: ❑ Protective Signaling 1. Only use elr.•etrical licensed pem ms to do Installations where rs quireJ.(Cemailn residential and other transactions are exempt from licensing, i,mi.have ❑ Other_– _ — asteriskal.►.All olhen need licensing). 2, Call for an inspection when all of the installations undra this permit an rcndy for Inspection at 903-639.4175• ❑ --Number of Systems e 3. Purrhase separale permits for all iruwllatiom that are not rcddy for Inspectlon — when the inspector I%out to inspect under this permit •No li[rnsr nn•rriptire l Licenses are required for all other installations 4. Msuq,e responsibility fns alc!turihs that all cuncrrinns required by the In>►wrMr ------..�........... ........... ... aro done,and 5. Assume m-%pnnsibility for calling for a final Inspdction whon.til of the corrections S. FEES u am completed. t N 3 The person signing for this permit must be the Applicant or a person a. Enter Fees $ � aulhorized to bind the applicant. Ch. 5%Surcharge(.05 x total above) $ Signature TOTAL $_� Authorlt if other than applicant ENERGAP.CHP TOTAL P.01 ,PPLICATION - STREET INIPROVEMENT/EXCAVATION ��Y(YELLOW) TO. TILL ORDINANCE NO. 74 14 �. J ® (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) 1 J •J ' (PINK)-OTHER AGENCY�l � \ (BLUE))-- 'APPLICANT 4FPROVED APPLICATION NO.: L_— VOT APPROVED CITYOF I IGARU, OREGON FEE_ AMT.: s-- 56.00 'ENDING FEE. PMT. ❑ CITY IIALL HCCEIP NO.: 'ENDING SECURITY ❑ PUBLICWO/7KS DEPARTMENT tiY- DATE__`L /�.� / q'b -- 'ENDING AGENCY ''OK'' ❑ Applic,ilion and ProKTess Record MA114TENANCE BOND x _-- 'ENDING INFORMATION O FOR STREET IMPROVEMEN)/EXCAVATION AS REQUIRED ANNUAL 'ENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO.: _.--_��.-�IO-----• DATE ISSUED: -1., �1��_ , B � � LM -_---- -.� 1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL REINSTALLA. SIDE SEWER AS DESCRIBED HEREIN, ;N FULL ACCORDANCE WITH CITY REQUIREMENTS. \PPL I C A N T .�t_.6I'� hIBZNG P O BOX_ 1269 __ HILL SBOR O-L OR— 97123 64&-57 NAME ��— ADDRESS v CITY PHONE CNTRACTOR -_G & B PLUMBING P O BOX 12.69 _ HILLSBORO SIR_---97123_640-5770 NAME ADDRESS — CITY PHONE 'L A N S B Y PER CITY-STANDARDS___ NAME AD13RESS CITY PHONE .-STIMATED IMPROVEMENT TOTAL VALUATION ( COST): DOLLARS FUR OFFICE USE: I'MIN 2) LXCAVATION DATA: 0.04 X s _ 1400.00 = s_56_x.. Sl MEET _ DESCRIPTION PROGRESS & INSPECTION STATUS _ NAME SURFACE CUT CUT T—CUT TMATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH I DEPTH ITEM L QUANTITY STREET — — PENED 116th P1 ce -see kttach.d - INSPEC- R TION — E — Q ESTIMATED STREET OPENING DATI E—[-- L $ ESTIMATED STREET CLOS;NG DATE: / / _—. EE — STREET 3) SECURITY NO. --__ SECURITY AMT: S _ 11400.00 - CLOSL-D SURETY CO.: _ FINAL CERTIFIED_CHE_CK Ll CASH ❑ BOND INSPEC i) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL A -- SPECIAL PROVISIONS /CONDITIONS' FEATURES: EXCAVATION LOCATION AND EXTENT. 5/rE: /487Z�— S.w, �/G 4 pYor.0 1 ( WprK DrGp� I � 1 44V 10 uRL 1 I 1 a. } - 1r I ---— ---- ----- ^1 04 (I C!7 J )— NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUIT WORK WHERE RIGHT-OF-WAV JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE_ OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONiTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT Olr THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT" FROM APPLICANTS ACTIONS. DATE PLICANtSSiGNATURE Special Conditions/Provisions: 1. All work shall conform to City of Tigard, Oregon, Standards and Specifications. Note the attached Drawings and Details. 2. Notify City Inspector Letha Thomas(#639-4171) 24 hours before starting any work. 3. Access-to and egress-from parcels of land adjacent to the work area shall be maintained at all times. Pedestrian safety shall be provided for by tha contractor at all times. 4. Removal/replacement work and damage repair work shall be promptly initiated and completed to the City's satisfaction. No work shall be considered complete until it is accepted by the City. The City reserves the right to cause testing and certification of work or repairs to be performed, to the City's satisfaction, a' permittee's expense. 5. Erosion control shall be provided fr, by the contractor. 6. ORS 757.541-571 applies (pre-notification for location of underground facilities, etc.). 7. It is the sole responsibility of the permit h 'd?r to provide for proper right-of-entry (arid/or easements) prior to starting work. 4-,,)of of right-of-entry (and/or properly executed easements) shall be provided to the City. The City shall in no way be construed to be liable for the permit holders failure to obtain or provide for proof of right-of-entry (or easements). G l7� ZG- '` �40. b< 1.MJ 'MA" -AA,,-� ArN%%ft r- . 9. A sewer connection permit is required to be obtained from the City's Building Ji\,isi-)n prior to connecting to the City's sewer system. 10. Utility relocations, modifications or repairs, which may be necessary, shall be performed in a timely manner <<t the permittee's expense. dVsw oon-sop _J r 0£bII I l 1 V� 1'✓ I I I �')Vf w i i a {O� ocSll tO r; 1 ' 11.a w) ON OL911 I I f Q � / 00 Id I �, I oZlll a w I�j �� I Stull ' 7,L11 Oma_ in �� - •r--.-- --�--r - I C3 OD 00 01 ni `o A p"/ / I •/ �/11�.'Cl �`1rJl`J NI�dSN P'1S - m T� I �' =Lbdll•� r61I a�f�fc^fl !- $tell b6Bll J�A�\ 98811 fPAI LUG" p 7PRII Ii �LBII �� 7_LB11 n h l J 51611 i. x,51111 10611 j �nr;ll EoFl j C -- - `_.� or Shill o e,Fll �'�1' E;611 z 3I uE611 LZ611 61 /� Rr611 9bE;11 I LE611 tj H-611 � ZC5•i 19511 a _ ,; 65611 X9611 Si�,6 65611 0'1611 \�) �)/ 0007, lR6117-1 a 8ft611 �,Qzl I I as r`boZ) i 96021 I V.1ZI f j TR. C — N 120' C � N1f•4f'E 1 7 P00 n 790129.9 ,1 �^ 49 94.05 ,.z4 0 n .24AC. t 000; 7600 + 3 78 + 119.e9 „_ + 48 (/,�/ NE9°54';6"9.^ 80000 .22C. • 0 2Aw 0 041.p` 20 1 0 • 7500 79.08 x o + 47 o s`? 25 o 'r 0 x - _ 0 8100 a ot .38AC. 0 7400 46 ti o f e9•,f'oo'w 1 89•49'w166.6 144.07 14 As �C. V ~ N R9 D�1 T'•E 1 • 7300 2700 8 2800 2900 g 3000 0o $ • ZI 4 5 g 5 >; e 12 c� 4 e l ~/ 7 e� r' / N 7200 '°•J +,•� J �� Iv n In Q4 n / dor ee p fie° w N $ <�' � 175.27 122x17 R 2600 � > !�l 3100 7100 N C Ln A M t^ e ti 8 w 43 ., - u _ 1n z r v i 3200 0 0 141.17 (�./ .e• 9 v� 7000 � 41, / 2500 3300 \00 3400 4? e 2 = N 10 X900 se14409 A".01 in \ N 1800 3500• :',, on °`' CENTER 6• fie• I� fEc710 1 4.7 3 R .2400 10� rl: 60•S iK ��.' - VEST 2l2 42 :u. s >- n .� 2000 s �\ •^ eq Is i �0NO •h� r FOR / W 60 � J N boe �►f�� DC' AP � SEE MAP o• 2S I IOCA rz_ V` MAY=17-96 SAT 10: 10 AM G-B. PLUMBING FAX N0, 640+6360 P, 2 03/15/08 00:26 TrSOJ 684 7207 CITY OF TIGARD Z002/002 $KETCHI ri r- t t GI 17� l� i 01 a r N Or 1 ! _BUILDING SEWER PIPE, SIZE AS SPECIFIED -11-n L PLANT FABRICATED TEE FITTING ON SEWERS 18" AND SMALLER. BACKFILL 2X4 FIELD TAP ON EXISTING SEWERS AGAINST PWG TO AND NEW SEWERS LARGER THAN 1 PREVENT PLUG THAN 18". 1 BLOWOFF & SECURE 2X4 IN PLACE WITH TRENCH BACKFILL. SEWER MAIN ^ .OR LATERAL r AN 1 I EXTEND AT LEAST GROUND f I2"A901W SURFACE �SUF3FACE MINIMUM SLOPE FOR 6" PIPE= 0.010, FOR 4"'PIPE= 0.020. -_fJdVICE CONNECTION MARKER . MAGNETIC TAPE 2. GREEN w/BLACK LETTERS (WASTEWATER) GREEN w/BLACK LETTFRS (STORM DRAW) PLUG s 3/4'-0 PIP£ ZONE MATERIAL • .� ILS SPECIFIED• SUPPORT TEE WITH 6EDOING GRAVEL, � ( �� MIM14U4 2"o" WIDE BUILDING SEWER uQO fo nee I�sqa A@oncr of Ms~o i coir" D". No. 300 I . COMPLETE RUBBER SLEEVE (ASTM C-443) INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLACE. 2. STAINLESS STEEL BAND (9/16" SERIES 300) ) SECURES UPPER HALF OF RUBBER SLEEVE TC :HE PVC HUB. 3. FVC HUB (ASTM 3034 SOR 35) DRIVE !WTO CENTER OF RUBBER SLEEVE: AFTER SLEEVE IS PLACED IN HOLE. 2 ._._COI,4;RETE PIPE NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. w J • unffW I NSERTA TEE SeWerawUf(4 QO agency DRAWING N0. 360 - i o PV-1 SADDLE (TEE) 1 ---1 STRAP RETAINER RIDGES , 1 1 _ RUBBER GASKET SEWER PIPE I STA:`!=SS STEEL S TRAP I m PVC SADDLE SHALL BE ASTM 3034 SDR 35 w PVC COMPOUNDS SHALL BE ASTM D1784 WITH CELL CLASS OF 12454-B/C OR 12364-C ■ ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F477 v STAINLESS STEEL BANDS SHALL BE 300 SERIES, FULL 9:16' WIDTH BAND, 5/16' SHOULDERED HEX HEAD, SLOTTED SCREW AND 1S CADIUM PLATED, CARBON STEEL. a Cc INSERTION HOLE SHALL BE CORE DRILLED. J w J PVC GASKETED unifiedswel e SADDLEUfA � �D�ING ra. 350 MANHOLE TO CONFORM WITH ASTM C-478 NOTE: THIS TYPE OF MANHOLE SHALL BE USED ONLY FOR PIPE SIZE OF 24" OR LESS. LOCATE MANHOLE COVER & FRAME OVER LEDGE OF AT LEAST 12" IN WIDTH � 1 STEPS I 1 MAIN SEWER LINE •• �_�--'1- 1 CAST IRON COVER __ MATCH FINISHED GRADE OF STREET Ill FRAME \�\ (Set Standard Plan ) SET FRAME IN MAXIUM 27"FROM FIRST STEP TO TOP NON SHRINKING OF CASTING , GROUP �-ECCENTRIC MANHOLE TOP. STANDARD 48 MANHOLE RISER PREFORMED PLASTIC GASKET Z 48" z FOR PI PE r . 24"OR I..E �: •+.j'' _ � COMPACTED 60 �. S/4 -0 FOR PIPE %' ��`: CRUSHED ROCK as -- � %) 27" OR LARGER 12"MAX. FOR CONC.PPE 4 I'/FT I UNDISTURBED EARTH V) T J �•[: `1: •:n�;.:: .�1'. • ��. �; Tom' ',p�. :'��:•--L. � IN FRESH L 0114SIDE DROP: o o • •4 'o o CONCRETE • Lu MAXIMUM 2'0" '= + ` .CIO� o v o cb O o GROUT- 7 VERT,�.AL DISTANCEp/ 6 0►' _ I2« LAYER OOMWIiCi1E0 INVERT TO INVERT MIN. BASE NATEI4IAL 0 4"•O)I STANDAI sD MANHOLE Dwq. No. 010 WIN I Agam>r r GENERAL NOTES 1. TRAFFIC SIGNS TO BE 48' X 48' „A,,,CCOMWAXTM T O BLACK ON ORANGE. �o 1 I 2. NO COLLECTOR STREET LANE CLOSURES MIN. OR LOCAL STREET CLOSURES DURING THE FOLLOWING AIME PERIODS: ac urc O AW" 7:30 -- 8 30 A.M. 100' I 4:30 - 5:,10 P.M. MIN. 3. THE CM`S STANDARD SPECIFICATION Rio=u ,""` "O O ( FOR TRAFFIC CONTROL IS 'MANUAL < ON UNIFORM TRAFFIC CONTROL Z MIN. DEVICES FOR STREETS AND HIGHWAYS'. N t I U.S. DEPT. OF TRANSPORTATION, FLOGGER FHUA. 1988 EUiT10N. iz4 100'u- - -4. "ACTUAL SIGN PLACEMENT TO BE o MIN. ■ ADJUSTED IN r"IELD. DO NOT REDUCE ■ 50' MIN. BELOW MINIMUMS WITHOUT CITY 1 :-----I=-- -1• APPROVAL 12' CAIN. I■ 5. THE CITY RESERVES TILE RIGHT TO ADD TO ■ 1�. z OR MODIFY TRAFFIC CONTROL REOUIREMENTS I ■ MIN. 0 AS MAY BE NECESSARY TO EFFECTIVELY ■ in CONTROL TRAFFIC AND TO ENSURE PUBLIC FLOGGER ■ � SAFETY. < 6. NO LANE CLOSURES WITHIN 200 FEET OF 100' A TRAFFIC SIGNAL WITHOUT PRIOR CITY *T o I z APPROVAL lar MIN. LEGEND Cm I O MOAD AWM _ 13D-4 Q TRAFFIC SIGN I 100' MIN. ® CONSTRUCTION ZONE �" r1 sae avmu m s TRAFFIC CONES OR OHM APPROPRIATE DELINEATION DEVICE J TRAM V CONTROL TYPICAL DETAIL RU»+CE APPRoVIM er mum e,r CITY OF TIGARD G"" CAB SCALE DATE DWO FILE OREGON KTs 7-9-23 k0ET/rnAFt0fJ= OCT-31-1995 09:33 PPYT01,4 ROWELL 503 254 5'r61 P.01 4332 9 REBAR"N" O q 2"(LR to M4 REBAR HORIZONTAL 12"cc REBAR"M" DRAIN TILE N ce REBAR"O' J 0—j #4 REBAR C Wa A U 16"Oc 9 r ARETAINING WALL DETAIL CJRAWING NUT 1U SCALE, SEE WAI L SCHFDLH F FOR DIMENSIONS RETAINING WALL SCHEDULE H W, _ A C B Bar"W Bar"N" Bar"O" 4' 8" 8" 1'-4" 2'-8" #4. 188"6c #4- 18" oc #4 - 18" oc 6' 8" 8" 2'-8" 3'-12" #4 - 18"oc #4 - 18"oc #4- 18"oc a 8' 8" d" 4'-2" 5'4" 04 -9" oc #4- 18"oc #5- 12"oc cz 10' 8" 1' 5'-8" 7'-4" #5 -8" oc #4- 16"oc 06-S'oc V) 12' ts" 1' _ 7' 8'-8" #5-4" oc 04- 12" oc #6-4"oc ALL SECTIONS: CONCRETE: Fc 3000 PSI REBAR GRADE 40 Hflll Hf 1' U w J B12 Customer- GEORGE WALL CONS RUCTION Payton Rowell, P E. Project LOT 62 BEAVERTON,OREGON 43 SE 102nd Avenue Sheet Number MASCORD PLAN 21288 Portland, OR 97216 Al Date. ###### 503 254-6292 OCT-31-19�+C 09:34 PAYTON RNELL 503 254 6761 P.02 ROWELL RETAINING WALLCAD Software Release Number 812 Ver 4332 ENGINEERINn CONSTANTS _ r Soil Dansfty 110 Faf Concrete Density _ 160 e FectT �Sefety 1.7 PHlvn _0.00 Her;Factor a 1.4 ko S.,ding Coefficient .. O ROJECT PARAMETERS Client NameGEORGE WALL CONST_RUC_TION Detail Number _A Project Number MASCORO PLAN 21288 Sheet Number _Al Project Name LOT 62 BEAVERTON,OREGON Concrete Fc 5000 psi Max Soil Bearing Pressure 2000 psi Steel Grade 40000 Equivalent Fluid Pressure ad Lbs/tt"3 Wall Thickness ! in Height of Sod at Tee + 0 1 in Fooling Height 12 in SECTION 1-DE SIGNI H,Wall Height 1 4 ft B,Total Footing Length,in 32 in 2-0" Rebar Stem Rebar Heel Rebar A,Toe Length A In e" Sze OC Bar"M" Bar"N' _ Be."0" C,Heel Length 18 In 1'-d" 47- 16 912% 7296% 822% Running length!Calc Length 1.00 1 �1 4 12 120130A 9674% 1096% %OTM Factor of Safety 324% 4.66 4 8 1793% 143429! 1644% %Sliding Factor M Safety 103% 1.66 4 6 2362% 18896% 2192% %Max Soil Bearing Pressure 32% ps 641; 4 5 2807% 22459% 2i"'j.0% Min Soil Bearing Pressure 285 p411 4 4 3456% 27667% 3288% %Allowable Shear Stress 4% kpsi 5 5 12 18136% 14817% 1712% B 6 2745% 21962% 2569% Size OC 5 4 5180% 41443% 5137% Rebar"M" 4 �- 16 8120A 6 -- 6 - 3855% 3084096 3699% Reber"N" 44 16 6600% 6 8 4897% 39976% 4932% Reber '0" ' 4 19 731% 6 4 7087% 56534% 7398% SE&ON- 2 DESIGN H,Wall Height ft P.Total Footing length.In 48 h1 3.12" Rebar Stem Rebar Heel Rebar A,Toe Length 2_ 1 In 8" Size OC_ B_er"M" Bar"N" Bar"0" C,Heel Length r 32 1 in 2'•8" 4 16 197% 1576% 160% Running Length I Calc Length 1.00 1 1._ 4 12 261% 2090% 213% %OTM Factor of Safety 302% 4 53 4 8 387% 3088% 320% %Sliding Factor of Safety 99% 1 48 4 6 510% 4082% 427% %Max Soil Beating Pressure 50% psi 998 4 5 606% 48,51% 512% Min Soil Bearing Pressure 336 psi 4 4 747% 5976% 640_% o %Allrwable Shear Stres-3 12% kpsi 13 5 12 403% 322296 333% 5 8 593% 4744% 500% Size OC_ 5 _4 1119% 8662% 1000% Reber"M" 4 - - 16 175% 8 8.. _ e33% 6861% 7Z0*- �_ Reber N" 4 18 - 1404% 6 6 1079% 863,% =% Reber"O" 4 18 ; 142% 8 4 7528% 1 1221I% 1440% SECTION 3 DESIGN H Wall Height it e _ R,Total Footing Length in _68 In S-6" Reber Stem Rebar Heel Reber A.Toe Langth _ / in 8" Size OC ( Bar"M Bar"N" nor"0" C.Heel Length I'— In _ 4'-7' 4 18 T 12'i6 J5 % 54% Running Length I Calc Length 1.00 1^ 1 4 12913% 76,% 71% %OTM Factor of Safety 313% 4.70 4 8 141% 1129% 107% %Sliding Factor of Safety 101% 151 4 6 186% 1487% 143% %Max Soil Bearing Pressure 08% psi 1,325 4 5 221% 1788% 171% 194f3IP1ATE8f2XLS1ped19n(007452 f2PMPsae f ort OCT-31-1995 09135 PAYTON POIJELL 503 254 67E1 F'.Ila 1 Min:Soil eearing Pressure 433 psi 4 4 _ 272% 2178% 214% %Allowable Shear Stress 23% kpsl 25 5 12 147% 1174% 112% 5 8 216% 1729% 167% Size OC 54 408% 3262%_ 335% 00 Reber"M" F —4 i 126% 8 _ b 3 % _ 2428% 241% Reber"N" 4 11 512% 6 6 393% 3147% 321% Reber"O" 5 11 112% 6 4 556% 4450% 482% 1 .1 -- ---- - - — SECTION 4 DE IG H,Wall Height fl, — B,Total Footing Length,in 88in T-4" Rebar Stern Rebar Heel Rebar A,Toa Length 12 In 1' Size CC Bar"M" Bar"N" Bar"0" C. Heel Length 44 —I In 5 9" 4 16 34% 270% 22% Running Length/Calc Length 1.00 I 1 1�- 4 12 45% 358% 29% %OTM Factor of Safety 350% 525 4 8 66% 531% 44% %Sliding Factor of Safety 103% 1.54 4 6 87% 700% 513% %Max Soil Bearing Pressure 72% psi 1,441 4 5 104% 832% 71% Mtn Soil Bearing Pressure 662 psi 4 _4_ 128% 1025% 08% %Allowable Shear Stress 38% kpsi 42 6 12 6996 562% 46ik 5 8 102% 613% 69% Size OC 5 4 192% 1535% 139% Rebar"M" _E R 102% 8 8 143% 1142% £3% Reber"N" 4 - 14_� 270% 6 8 185% 1481% 132% Rebar"0" d t 99% 8 4 262% 1094% 196% SE�TIc�N &DE$IGN --- _ H.Well Height tt 12 B,Total Footing Length,in 104 In 8'B" Reba, Stem Rebar Heel Reber A,Toe Length 12 In ISize OC Bar"M" Bar"N" Bar"0" C,Heel Length ( 84 _ in T 4 16 19% -146% 13% Running Length I Calc Length 1.00 1 1 4 12 25% 196% 17% %OTM Fartor of Safety 33794 506 4 8 36% 291% 25% %Sliding Factor,if Safety 102% 1 52 4 6 4U% 383% 34% %Max Soil Bearing Pressure 9096 psi 1,796 4 5 57% 456% 41% Min Boll Bearing Pressure 737 psi 4 4 _70% 561% 51% %Allowable Shear Stress 57% kpst 63 5 12 38% 303% 26% 5 8 56% 446% 40% Size OC 5 4106% 8-1% 79% 78 Reber V' 4 4 105% a B _ _ % --- ei-% - 87% Reber"N" -4 - 12_- 196% 6 6 101% 811% 76% Rober"O" 4_ _� - 11496 6_ 4 143.6 1147% 114% PROOF n �✓ 4332 �- v1 w J 194131PLA 7'F812 XLSIDeslpn 10/1798 2 12 PM Popo 2 of 2 ,�� CITY OF TIGARD BUILDINCI INSPECTION NOTICE �, Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 . f Inspection: f/Footing j Susp. Ceiling' Sprink. Rough-in Appr/Sdwlk ('Foundation Plbg. Underslab Mech. Rough-in Fireplace " Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL i rf Post/Beam Mech. San. Sewer Gas Line B 9. r Plbg. Underfloor Rain Drain Framing mbor,,, .,.M:C7.j Alarm Water Line Insulation r 1 y Undertlr. Insul. Shear Wall '••^,' Gyp. Bd. Elect. Date Requested' Time: AM y 1 ; � 1� Address: j Builder: �'" Permit THE FOLLOWING CORREC;IGNS ARE REQUIRED: y� i it ,��') .�/��-� r-D ��!_._,r- -7.7�'S..c-.._--� r` •�! w t d ti � 7"f 1. �+t"1 ��.��d,�:�j ---�•�.'r+�L -r r 1 � h , , J —- C T - c' w Inspector: Date: r3,,IL. APP(10VFD DISAPPROVED 4-113PROVED SUBJECT TO ABOVE —Call For Relnsp. 3 , i R v' 1 I � ,.uc Hi Im in _ - - t� •,.. iTV ItED i W A h J VCNA 4 to PAN I"me";M/YRS C Oki f �,.-' + —)w Mill •ICM Jeb [Trutt TI ruts TypeOry i Ply 2623 G3A MONO CAL HIP 1 1 MR.6 MRS G WALL TECNAINDIJ " IFS - - —�- ---- - - - - - J-J00 seS PN 19SP,VrI-4WTnausff*-s,-1nc Wed Mar 70 14'0713-19 tf Peva 1 _ 2-9-2_ -3-1-15 - 2-9-2 0-4-13 5-3-9 8.00[1-2 5x6• 1.5x4 1 2 3 ^' r'' ,j'�\fin... ., . • - i 20 4' 30 4x4 2-9-2 - 2.9-2 Plate Offsets(X,V) 12 0.0.0,0.1.41-- - --— LOADINO(paiSPACING 2 0-0 CSI OEFL (In) (I .c) I/dem PLATER ORIF TCLL 250 I Plates Increase 1 15 TC 057 Vert/LL) 001 / 999 M20(20gol 105/14A TCDL TO Lumber Increase 1 15 BC 0 15 Vertl%) 001 d4 999 9CLL 00 per street Inc[ NO WB 034 I HorrlTl) 0.00 4 n/o SCOL 100 I Code UBC 94 Min Length/LL dem■240 - Welght 45(Ibe) LUMBER BRACING TOP CHORD 2 X 4 DF-G No 199tr TOP CHORD Shel shed er 5.0.0 on center pudln epec'ng, DOT CHORD 2 X 5 DF•G No 2 ewer pr end verticals WEBS 2 X 4 DF-0 91d 90T CHORD 1.5(•3.0.4.6.0 3 0 REACTIONS (lbs/sire) 1■44210-5 e.4.4:U/0.5 A Max Hari 1-53(loed case 4) Max Vpr1A 1-.15(loed case 4).4■ 29(load case 4) FORCE& TOP 'HORD 274 BOT CHORD 4.5.406 1.8.465 WEBS 2-5-09 2.4■•457 NOTES 11 Thls truss het bean Jeslgned for the wind loads generated by 50.0 m p h winds at 25 0 feet Above ground level,using 10 p s I lop chord dead load and 10 n �- p a 1 bottom choni doted load 50 0 miles from hin'NUlne rimanline,on a cete)o'y I encimnpm bulldln t of dlmentlons 50 0 by 40 0 with rrxpatimg C(ASCE r 03) .-� � Lumber Increase• 1 33,Plate Increase- 1 ]) No and verticals aro expoenA j N 2)Provido adequate drainage to prevent water ponding 3)SIMPSON H2 5 eooileeters recommended to connect trust to bearing walls due to upliM ss follows Ona connector at lolnt(el 1,4. t>-: 14)A plate rating roduction of 20%hes heon applied for the green lumber members LOAD CASES) n i 1)Lumber Inuwese•1.IS,Plata Incresse■1 15 ( Uniform Loads(Ibe per A) W Vert 1-2.54 0.2.36-75 3,4 5•.24 5, 1 5- 24 5 --1 Concentrated Loads(lbs) Veil 2. 79 4 J Jab I TKlot - Trues Type - --- - -- -- - Qty Pty 2823 Gl - `DBL_FINK--- -` - - 1 Z MR b MRS G W/1LL TECNA rnMSTRI" -3 IM K-Sbp-"199';VITtIl U51M5 F,-rA -VVVf"er 20 14 41-11 TP99-Page T 4-?-7 8-0-12 11-6-6 15-0-0 18-5.8 1-10-1'i25-4-7 30-0.0 4-7-7 3-5-5 3-5-10 3-5-10 3-5-8 3-5 8 3-5-8 4.7-9 5x10 5 8.00'12 7x10 5x6 4I 1+ 6 2x4 05 3x5 . 3x5 r 1 1 17 16 15 14 13 12 11 10 9 9 (1� 5x10 2.50 20 10x 10 8x8 6)6 - 2.50 1 50 12x14 = 12x12 8x8 10x12 4-7-7 8-0-12 I 1-6-6 15.0-(1 18-5-871-10-1525-4-7 3 -- 4-7-7 3-5-5 3-5-10 3.5-10 3-5-8 3-5-8 3-5-8 4-7-9 Piste Onsolt(X.v) 110.1.4 0.0.01.11,0.0.2,0-1.16) 12 0.1-4,0-1-81,14 0.0-0,0.1.121.(5 0 0-0.0-3.41, !0.0.9,0-1.81,17 1)0 12,0.1-81,(8 0-1.4,0.1.51, (9'0.0.12,0-001,19.0.0.4,0-3$1.110 0.719 0-0-01.111 0-2.0.03-01,112 0-0-0 0.7.1 113 0.0.0,0-3-01.114 0.0 0.0-3-0),(16 0 0 0,0 5.81. 117.0.2.4.0 0 01 LOADING(pen SPACINO 7-0-0 T Cl41 DEFL (In) ( )cl I1daA PLATEt AR!P TCLL 250 Plefee Increase 1 15 TC 074 Vomit 11 077 1•'15 1109 I M20(200a) 140/104 TCOL 7 0 Lumber Increase 1 18 BC 092 Vert(TL) C48 1t'15 774 BCLL 00 I Rep Street Iner NO WB 0 92 Horz(TL) 0 13 9 We BCUL ion Code U11 C-94 Min Length I U dell •240 Welgh1 294(Ibe) Ll1M�[R NRACINO TOP CHORD 2 X 6 Dr G No 2 TOP CHORD She ilhed or 3-3-4 on(enter pudiri spacing BOT CHORD 2 X 8 DF G SS BOT CHORD r7ipl comnq directly applied.or 1000 00 on center bracing WEBS 2 X 4 DF-G Sid'Except' 16.4 2 X 4 HF-0 No 16Btr, 14-4 2 X a DV-G No I&Alr 14.5 2 X 4 DF-^,No 1&Ujr, 13-6 2 X 4 HF G No I&Bft OTHERS 7 X 10 DF-G No 2 WEDGE Lefl 2 X 10 Right 2 X 10 I REACTIONS (luslsire) 1.13988/07 5(input 0-5-e) 9.12024/)-A-7(inpul' 05-8) Mair Hors 1■-2720oad case 2) Max Uplift 10 1591(loed case 4).9- 1365(Iood cage 4) FORCES TOP CHORD 1.20-21865,2 3-19541, 34--19541,4.50-11740.5.00.11740 A•7e-141 16 7-Se-105,A.8.92.18941 BOTCHORD 9. W5952. 10.11.11852 11 12.11752. 12-1313732, 13.14 11747 14.15.12615, 15-119.12815, 16.17016373. 1-17.18373 WEBS 2.17■2691,2-180-2752,3-16--271 4 16-AA193 4 15-2184,4.14- 67611 5.14.1.1801,6.140.4721,(11.131/6184 7.13+3616. 7.11=4125 8 11••2733,8.10.2700 NOTES 1)2-ply(ruse to be connected together with 10d nolle as follows Top rhmMs rx+nnoctad with 1 rnw(s,at 17 1nr has on l center Bottom chords rrinneclod with 1 rowre)At 3 inehos on canter Webs connected with 1 ro% at A Inches or I anter 2)This inns has boon designed for the wlnd]made ganorated by 80 0 m p h winds at 25 0 tool oboes,ground level tiring 7 0 p s 1 lop chord dead bad Ind 10 0 p 11 bottom chord dead imi,50 0 miles frnm hurrlcs to oceenl(ne,on a ] category I enclosed building,of dimonelnna 50 0 by 4n 0 w!th avpnsum r(ASrF 7 A11) I umber I icresso e 1 31 i t Plots Increase- 1 33 No and verticals ere orposed t I J)Special herryer required to support cencenhateA beds ' 4)SIMPSON HU426 recommended to support site,reglad at 24"o c siony bottom chord 5)A plate rating reduction of 20%hoe been spoiled for the green lumhar marrrfr)•t 8)Required boartng sire of)mint(s)1,9 greslAr then Input bearing alto LOAD CAMS 1)Lumber Inaaa10-1 15,PINa Inc110e64121.15 Continued on pave 2 Joe _. I Truss — I Truss Typo ---- i faiy Ply �43 IGiA DBL FINK 11 i Z I MR 6 MRS G WALL S60-"jW 1p1Tgvm-dt eTrue,1710—Wod a '20 14B9�'41 11-T 98 2' TECIV11 LOAD CASE19) Unlfcrm Loads(1156 per ft) Vert,1-4■•810,Z-3•-91,0,9J■-01.0,4-5.91 0,56•-e1 0,8.7■-01 0 7.9.94 0,9•t1■$1 0 9 10+•887.2, 10-11••097.4, 11.12■-097,2,12.13•d91.2, 19.11--097 2,to-t 5.897.2.15-18■887 2. 16-17w-a872. 1 17■-0R7 2 Con(enlnted Loads(lbs) Vert.19•-3500,0 I - f I I I i I 1 I --r------- -__ _ -- t job True• I Truac TYPe ---- --- _ 2623rely HOWE 'A'R MRS, G. WALL ---� -So Set[X01"p!j1MT#Wi7Mr -1nc lNAd"it TO 14'4T36 TilBe 3-3-5 -,-5-10-126-0-129-1-1 11-7 5 13 11 8 15 R 2-7-7 I-t 0 2-1-5 2-1.5 - - �. 2-9-3 1-6-0 R .j� lox 10 .(0 t l x41 4 1 3 1x4 e 4x4 h I / •� I / 6 �� 11 t0 ---9 7. L ¢ I 3x8 I. l2x 12 - 2.5x1' d ( 6x10 10x10 I _3_3-5 -4- 5-10-12 9-1.1 L 11.2_-5 i_ 13 11-8 3-3-5 2-7-7 3-2-5 2.1.5 2-9-3 F Plata OrheN(X YY (7,0.1.0.0-1 8),(10.2 12.•0-7.8),IS o 0-e.0,-1'el8,0-C•-01,(7 0-0 11,0-n•o),1i!:0a•1,0-0 01,111 0.2.8.0-0.0) - LOADING 1pal) SPACING 2-0.0 - .. _�» DEFL --.- --Tr 25.0 Plates mcressa 1.19 I Tal 099 (In) (lo ) I/de�-r-�p�TEe GRIP TCDL 70 Lumber Increase 1 18 I Vert(LL) 0 f5 1 999 M20i20gs) 1491104 8CLL 00 ' Rep Stress Incr NO 0 89 VOM(TL) 0;5 1 648 0 95 Hnrx(TL) 006 r n/a BCDL 10.0 Code 1190.94 � I Min length;LL dell• 240 - --- I - ------_ - --- ---.- -_ _ Weight 112(lbs) LUN VIER - llR/1CIN0 TOP CHORD 2 X 1 OF No 1R131r-Exoepl- TOP CHORD 5heetted or 1.4 Son center purlln specing 1A 2 X 4 OF-G y$ AOT CHOW) 1 11 0?-O 10 11 6 3-0.0 10 8 3 0.8.9 8-3-0 80T CHORD 2 X 8 Dr- .7.8 8 3-0Dr-r.SS WE9S 2 X 4 DF-G Std'Except' 10-42X4OFGNo18131r,/-92X4HF0No1l{8lr I OTHERS 2 x 8 DF 0 No,2 1NFDGF 0319ht 2 X 8 REACTIONS (lbslslrs) 1.899910.7.7(Input 0 5 8). 7858010.7.0(Input 0 5.8) Mex 1-40r1 1■-103(load case 2) Max Uplift 1••821(lead Case 4) 7-800(loed case 4) FORCE! TOP CHORD 1.2.10309.2 3=-8877,3-4■8077,4.8..9419.5-6s-a4i 9,8 7-9P14 SOT CHORD 7.8.8128,41-4.8128,0-10=5870, 10.11■8891, 1.1 1.8591 W!'1119 2.11.1447,2 10-1750,3-10=•118,4.10.0864,4.0.3174.5 4--115.8-9■•14114.8 8.18(.5 NOTE! 1)ThIs truss has been designed for the wind loads generated by 80 0 m p h winds at 210 Met above gr rund teve�,using 7 0 p•f top chord deed!06d and 10 0 P s I bottom chord deed load, 50 0 miles Anm hllrHcama ecsannna on s catego,y I enclnsed budding rf dlman•ions IM 0 ov 477 0 with%vpnsure C(ASCE 7.83) 1 umber Increase• 1 33,Plate Increase- 1 33 No end verl.cels ere exposed 21 Spedel hanosr reciulred to support r:anoenheted leads 3)SIMPSON HUS28 recommendad 10 support span cabled at 24"o c along bollnm chord 4)A plate rating MduVIOn of 209 has been applied for the green lumber mo-mbern 51 Required bearing size at)olnt(s)1,1 greater then Input bearing size LOAD CASE(@) 1)Lumber Inrreaee-1 15,Plata InCMe04.1 15 Vnlfurm Loads([be per f1) Varl 1.70 FA 0.2.30-64 0 '%Am A4 n 4-5- 114 0,S e-0I4 0 A t-94 0 r 9.977!1 n 9- nal: 9 10-087 2 10.1 1••887 1. 1.11--887 2 Concentrated Loads(Ibe) Vert 70-96 0, 100-3300 0 I w� I, Job - --I TrussI Tr.Ies Type- ---- - --- - --- [Oty I ply--( --- -- ---- - --•i , l 2623 G3 CAL HIP 1 2 MR b MRS G WALL TFCNA IFOVSYRIFS --- `_-- — -330 s ep W.'M I I a I r aua ee, nc.'�TMar 70 T4zrTs-T098-"jW T`1 14-41, 4-2-2 7-7-10 8-0-7 11-0-0 13-11-9 17-9-14 1 22-0-0 4.2 2 3-5-8 0-4-13 2-I1-9 2-11-904-12- 3-5-8 4-2-2 6x14 1.50 6x14 ' I j 8,00(12 3 4 5 3x5 30 i I' •'.� `. �\ I :' -. ! . Biu / :r� ter.�.-- - •-• -. .-• .. -`,_J/ -_ -__ I -__.... Y '. 01 5t-'1 _..__13 12...--- . 11_.___ 1(1 9 8 1 2x611 10x 10 6x8 - 10x 1 ) -- 20 7 6x8 7•:8 6x8 I 7x8•.-, 7x8 4-2-2 _ 7-7-10 11-0-0 14-4_6 17-9-14, 22-0--0_ 4-2-2 3-5-8 3-4-6 3-4-6 3-5-8 4-1"-2 Plate Ofteets(X,Y), 11.0.3-0,0 0 01.11 0.1.4,0.0 1 11,(2 0 1.1.0.1.81.(3 0 3 8 0 1.121 15 0.3.0,0.1 111 (6.0-1-4,0-1 6),17.0-3-8.0-0-01,f7 0-1 4,0 0 111, 18 0.2 6,0-0 0) 111 0.0-0,04.01,113 0-211,0.0.01 LOADING(psh $PACING 2.0.0 CSI ^- UFFL (In) t DO Ildeff PLATE& DRIP TCLL 250 Plates Increase 1 15 TC 077 VeI(LL) 0 16 1 110 999 I M20(209s) 149/10,4 TCDL TO Lumber Incresaa 1.15 BC 087 Vert(TL) 027 1 110 967 BCII 00 Rep Stress Ina NO 1AIH 067 Hot7(Tll 008 7 nla I BCDL 100 Code UBC-44 I Mln length ILL de"-240 I Wslghl 166(Iba) --�I TOP CHORD 2 X 4 OF 0 No ldetr TOP CHORD She ithed or 3-4 11 on canter purfln bpacing BOT CHOnO 2 X 8 DF G No 19Rtr 00T CHORD Rig 1 ceIlling directly applied or 1C•00.01)on center bracing. WEBS 2 X 4 DF-0 Sid'ExcapN 12 3 2 X 0 HF-0 No 1&Sir, 10.5 2 X 4 HF ti Nu i&Bit OTHERS 2 X 6 or-15 No 2 WEDGE LM 2 X 6,Right 2 X 0 REACTION$ (lbe/size) 1010088M-5-8, 7-100!1610.6 8 Max Hort Is-137tload case 71 Max Uplift 1-•1177(lood"se d). 7-•1177(lood case 4) I FORCE$ TOP CHORE) 12906037,2.3- 12601,3.4-•11634,4-5r 11634 5.0-12401 6 7. 15037 1 BOT CHORD 7-6.12445,8.9■12445.9 1002445. 10.11.10463, 11.12.10463, 11 13_1244$5, 1.11$12445 WESS 7-13.2562 2 12--2557 3 12-6014,3-11-2001,4-11 8'151r 5 '1-2001,510-5014.(-•100•2552.6-6.2562 n NOTES 1)2 ply trust to be connected fogether with 10d nolle se follows Top chords connected with 1 row($i of 12 Inches on oenler Bottom Chords conrloclad wlth 1 row(*)at 3 Inchas on center Webs connacled with 1 row at 6 Inches on Center. 2)This trust hat been devgned for the wl A loads geneMted by 60 0 m p h vrinds at 26 0 lest ebov I ground lavol,using 10 p a f top chord dead Iocd and 10 0 p t f bettor+chord dead Iocd,50 0 miles from hurricane ocoenllne on a category I enclosed bulldl rg,of dimensions 50 0 by 40 0 with exposure C(ASCE 7.Q31 Lumbar Irl"ssa- 1 33,PI4M:ncresas■ 1 33 No end varllcals aro axpolad 3)Provide adequate drolnsg6 to prevent wale,ponding l 4)SIMPSON LU526 recommended to support concentrated Inad III membt'r(a)perpendlculst to h ue at Iolnte(a)12, 10 !)SIMPSON HU526 recommended to supporl open Carried a -o c along boom chord 6)A plate rating reducttbn of 20%hoe been applied for the gree, "her member. LOAD CASE(61 1)Lumber Inerosse■1 15,Plate Incre:$se-1 15 Uniform Londe(Ibs per 11) Vert 1 2-•126 0,2 3--126 0, 34- 71 0,4-5-•'1.0.5.6 -126 0,6-7-121110,7-010•707 2 e 90•707 2, 0•,o-•7c7 2, 1011--077 1. 11.12-•877.1,12-13- 707 1, 1.13-•701 2 Car wnhel•e Loads(Iba) Von t0•-6937, 1Te-8931 - .. ... d d: •t}i''j. F."'d't.! ,a.f ...r'-_ r. .. r }.,. ,rr :::: '"y-T'- ? � 'r"'•.y�•+-'.� � R-At* PLAN a4ECK FEES LIST PLAN COCK#/o PERMIT !ylsf9s-Vjy2 DATE ADDRESS TA.Y/MAP/LOTS O.. cVO a'UBDIVISION /,��i., /y�lo%'�s LOT #_LAND USE Q, VALUAI.ATION _3TL_SE:'9AC:� FRONT9t) REAR /0 RTGHT / WCRK CLASSIV�Pl' HEIGHT °� 2 TOTAL ZaUA s' USE TYPE S _FLCOR LOAD tj _Ist FLOOR_'1 •Z 30 CONST TYPE S I __HEAT r!?.E 6,& y 2nd FLCOR Z Z OCCUP GROUP - 3 DWELL/UMITS 3rd FLOOR OCCUP LOAD BED ROOM BASEM T STORISS 2 - BATHS,�GARAGE .7 ) PERMIT $ DESCRIPTION AMCUNT aMCUNT PD 3.r1L DUE U_ZLZ 3UIL'ING PERMIT FEES 77 V B PERMIT FEES _ MEC yq MEC_ PEM-711" FwF:S STATES PUILD TAX BUILDING .3y, qo 3 ,Q� ,�'• o PLUMBING t_. ,I , l I •t)' —17-, MECTILANICAL ;',LiL, PLAN CHECK FEES BUILOING � �IS . �� Sc'>•�� ZJ PLUMBING MECO IA1vCA.L_ _ - U< q t SEWER =N =ION' F-r.E' SEWER :NSPE'CT=CN F'E'E P AR..Y S -5 Gl S 6-W RESiDE'9-j_AL ___ MASS TR_kNS= i 'RATER QUAL 7_'— _ _ :RCS=CN CNTR- 1 ==R:ml I r �- EROS ION PLAN CK USA -� =Z0S InN PL Y CK COT f,(/ 1 k 60 c7 TC'='?►LS LLI J City of Tigard 13125 SW Hap Blvd. Tigard, OR 97223 (503) 639-4171 MINIMUM $25.00 PERMIT i EE +ST. SURCHARGE New Sirmos,Famlh► Rasidt!cas_c on Table 3A Medmnical Cede CRY PRICE AMT ---- 0 1 BATH HOUSE 3140A0 0 2 BATH HOUSE$19&00 1) Parmit Fee -0- -0- 10.00 O 3 BATH HOUSE S225.W Fie kx*dao a1 plumbitl9 filum in One dwiq and 1lte 1»100 bd 2) SupplanwaW Permit 3.00 of eralsr sarvioa,sarn6ry WOW m1d stat...sower. Sea fam baba. FuTusce IS TOUWBTU- FIXTURES QTY PRICE AKT 1) incl dkW* A vents 600 Sink 9.00 , -TipJl' � Lavatory 9.00 2) qui ducts&vents 7.50 )plow Fummom Tub to TrrNStwwsr Gt:nrib 1� ` - J 900 3) iecf.vent 6.00 Shower Onty -- 9.00 Susperxied heater.wall for Waler Cbaet too 4) or bar ere unlsd' -- 1 600 Oishwashar 9.OD SI_aPOda�+�Permit 300 ��a � 9.00 .•,, �.� __.. Wibrhnp 1Rachns 9.00 _y 6) nxroireyl,abeirption unit 600 Floor Drain 9.00 Under or comp.Imm PSP.air E&W Wa1or Hasler 9.00 7) to 3 HP;a1 9 p unit lo 100K BTU 6.00 t ataalry Roam Tray 9.00 abier or Comp.heatPW^P, mn-& - Urirw too 8) 3-15 HP.a1 1 p unit to S00K BTU 11.00 Odw Fbdum (gym 900 orUnder cors . Pump.arzaiw- 9) 15.10 HP;abtorp-.+4.5.1 mi BTU 15.00 or corrnP. P iP.W-Wmr too 10) 30.50 HP;ahsorp unit 1-1.75 mi BTU 2250 9,00 �UrAkw or Oc"mp•I'madFrnnR Sewer 1st 100' 30aAD. 11) >50 HP;nt , F reit 1.7s mi BTU 37.50 Seger-am Ada1t. 100' 25 Am MR-W-V unit ID ..00 1 a 10,000 CFM 4.S0 W+Mr Sarvim 1st 100' 30.00 3 L Il Am Service ea AddlL 200' 25.00 M SQ,o00 CTM+ 7.50 Sloan a Rain Crain tat 100' 30.00 Non pm 14) evapaase coder 4.50 S1amn&Rain Cram Add! 100' 25.00 Vo-rA Ion Moble Homo Spece _ 2SAii 15) b a single duct , 3.00 Beck FlowF4eventhn 16) in applamm permit AIM Devbe or AnIFPokAon [Mvioa � 9.00 1/ '-' ry Any Trap or Wasle Not 17) mo&mic i sadia a 4.50 ('Aorvror:ed to a Fbdue 9.00 Of indminsi Cath Basin 9.00 III) type kxinormor 30.00 knsp. of Exist. Fkrr" 400oft URW e&.woodsbve.webr 19) hooter,solar.ciodwa dryers,et. L.- 4.50 t� Y Re�� 40.00Rr LL 0 Rain Drain, si gis drain dwaft 30.00 4 C 20) (In P4iq ogee to bur oudots 200 v Rasidenthd taddlow prevention Ln devices ISM r 21) More dean 4-per outlet -- '(Ext."raefdarrdaf back9ow C P+wvwftir davtca� /Arirmnm Fee Moo SUBTOTAL W -_- - *NL*w" I" USM SUBTOTAL1 0 J Sit.SURCHARGE PLAN REVIEW 25%OF SUBTOTAL Z OJ S%SURCHARGE C! ) TOTAL PLAN REVIEW 25%OF SUBTOTAL TOTAL �Olr GOItt�N Y�_- - hats issued by v CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE D JEROME ELECTRIC PO BOX 751 HILLSBORO OR 97123 Electrical Signa*ure Form Permit # . . . . : MST95--0392 Date Issued. : 01/02/96 Parcel . . . . . . : 2SIlOBD-03000 Site Address : 14872 SW 116TH PL Subdivision. : HELM HEIGHTS Block. . . . . . . . Lot : 7 Zoning. . . . . . . R-4 . 5 Remarks : PATH I Your company has been indicated as the electrical contractor for the permit indicated above. In order for the electrical permit to be valid, the signature of the supervising electrician is required. Please have the appropriate individual from your company sign below and return this Electrical Signature Form prior to the ..tart of work. No electrical inspections will be authorized until this completed form is received. AN INK SIGNATURE IS REQUIRED ON THIS FORM OWNER : ELECTRICAL, CONTRACTOR: GEORGE WALL D JEROME ELECTRIC 8555 SW TURQUOISE LP PO BOX 751 BEAVERTON OR 97007 HILLSBORO OR 97123 Ce Rhone ft : 524-7384 Phone # V' Reg # . . : 036051 X w Signature of , upe singlectric ai n Please return this completed form to the address above. ATTN: Building Dept. If YOU have any questions, please call 639-4171 , ext. #310 CITY OF TIGARD BUILDING INSPECTION NOTICE \, f Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. (,poSVg-earn ech j Shear/Sheath Framing Me Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlke Mir.-) Other: — Date: I� _ _ A.M. __ Entry: �Y17a Address: Tenant: Ste: MST: — G(' BIJP: Con/Own✓ �t�•- c�oZ y'7,3 0 7___ MEC: — U ' S ?ZZ, ��- PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: a J W r In ector: �T `-v Date: I� APPROVED _DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mec Plbg,Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. Bld San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: _ l Z A.M. _ RMrEntry: Address: -7 Z� Tenant: Ste:_ MST: _ Con/OwnBUR: = MEC: PLM: ELC /THE FOLLOWING CORRECI IONS ARE REQUIRED: ELLRR�__,� �" 1�_�•+�2L �s�f/Dic C�'M"17�E�SCC^' .. �' „rG ��t%.w�,� /.�,��./amu �=�•,J, ;�'�. CC cIOtsud�.. lO�y' / G✓ s7�i_'—SC J' A'� a t LAJ Inspector: Date: _APPROVED _— -ALL FORXr�'� CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rae-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech, Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Li,-ie -Bldg. Plbg. Underfloor Rain Drain Framinq -Plumb. A;arm 'Nater Line Insulation -Mech. Underflr. Insul. Sn r Wall Gyp. Bd. -Elect. Date Requested: _Time: AM PM '— Address: .2- ✓ `"� Builder: Permit #: fHE FOLLOWING CORRECTIONS ARE REQUIRED: i i Inspecror� i _ Date: ►7LAPPROVED _DISAPPROVED _APPROVED SUBJEC TO ABOVE {{{{{{////// _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Dram Cover/Service FINAL: Foundation Water Line Ceiling PI mu b Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Tcp Out Insulation -Elect. Post/Beam StrUCt. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: t_ q—_ r-------- — - Date: �� l/-��`' A.M. P.M. Entry: Address _ y 116 - -- Tenant: �_ -- 03 9Z Ste: MST: .-- - -- ---- — _ BGP: ---- - Con/Own: MEC: - -- PLM: -- — ELC: --- THE FOLLOWING CORRECTIONS AHE REOUIPED: ELR:Cz - - -- ___--- - -- - V) - H f - Lo W Inspect Dat APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr,/Slab Plbg. Top Out Insulation -Elect. Post/Beam StrUCt. Mech, Rough-in Gyp Bd -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: -L��_ Ia_ A.M. _ P.M. Entry:�- -- --- - Address: � C ;7 ? w /6 Z?t Tenant: _ Ste; MST: - y BLIP: Con/Own: �y 40&ze .r-2 y 7.3 f V MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: V) J C7 J Inspector — Date: APPROVED _DISAPPROVED/CALL FOR REINSP. L-C-V CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Meeh. Plbg,Und/Flr/Slab Plbg, Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reit, Other: �- Date: A.M. P.M. -]�' Entry: Address: �(_� t �p `��.� Tenant:— _ Ste:___ MST: DUP: Con/Own: — - MEC: PLM: ELC: THE FOLLOWING COP.RECTIONS ARE REQUIRED ELR: cc — m w InApector... Date: PPROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line 639-4175 Business Phcne: 639-4171 Footing Rain Diain Cover/Service FINAL. Foundation 'Nater Line Ceiling -Plumb. Post/Beam Mech. Chear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect, Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. r t Other: oe �� - Date: `7 ��_.._- A.M. _.__P.M. Entry- Address: if _- - U Tenant: Ste: _ MST: ` 0— BUP: Con/Own: MEC:_ PLM: -- ELC: - --THE FOLLOWING CORRECTIONS ARE REQUIRED ELR Inspector: Dats: �p 13-A D�kPPROVED _DISAPPROVED/CALL FOR REINSP, 'CF CO c� CITY OF TIGARD BOILDING INSPECTION NOTICE Inspection Line. 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -PlUmb. Post/Beam Mech. Shear ea Framing -Meeh. PIbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Hough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk sins. Other: Date:(s�_ � Jp _ A.M. P.M.__ Entry: Address: Tenant: _ _ Ste:._ _ MST: Con/Qwn: .5.� q-7,171044 BUP_ MEC: PLM –_—_— ELC: --__.�_-- THE FOLLOW";G CORRECTIONS ARE REQUIRED: ELR. A z?.3 A4''7-!T TU i2G7 __1 2 H h- J U Insp tor: Date: +✓ low ROVED _ DISAPPROVED/CALL FOR REINSP CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Main Drain Cover/Service FIN Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation Elect. Post/Beam Struct. Mech. Rough-in v p.np -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: A.M.—P.M. Entry: Address: �l1? Z Tenant:— _ _ _ Ste:_ - MST: __ BLIP: Con/Own: -_ _ MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: r H- J U' W - J Ins ctor: __ �� Date: L / APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO &P CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in cG . B / -Bldg San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: 1-9-L A.M. ^P.M..T entry: Address: �_ 2- 1 �p �{� Tenant: __ Ste: MST: BLIP. Con/Own: MEC: — Z_ PLM: _ ELC: T�H/E�FOLLOVVIN�CRRECTIONS ARE R OUIRE f ELR: ✓x.11 � - W lM L-2 4 v le A Le 41�p4a" 1.12 Inspector: — Date: _ -_.APPROVED K DISAPPROVED/CALL FOR REINSP. CF CO r r T e CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Plbg,Top Out Insulation -FIs Post/Beam Struct, Mech. Rough-in t4,yp. f3 -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: �" Date: t A.M. ____P.M. -_ Entry: Address: / 7 2- %- 5- Tenant: Ste:' y._..�� —_ BUP: Con/Own: �^ (1 -�d 3� GvGSr.-7 M MEC: 4(0 ELM: — THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: �o��y-�=. 11s�-[��42�nit_21•L�.r _ _T�'tz�-s..:..�-.� �'/"/nester L.,�►.-rzt�x � _ _—_ 4atiyrs2S 11a2h./ v s 2404 A <A,a L L f� s w — — --- Inspector: 01 1 _ _T._ Date: •� APPROVED -DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 I Fooling Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg 1bp Out nsul tlo -Elect. ' Post/Beam Struct. Mech. Rough-In Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: 0 , I : c Date: 0 _ A.M. P.M. Entry: Address: Tenant: _ _ Ste: _ MST __ L 3 ��• BLIP: Con/Own: 3'T7 -- Ca _ MEC: PLM: ELC: THE FOLLOWING=. CORRECTIOl'IS ARE REQUIRED: ELR: a -� — -- — M1 LO W - J ` Inspec Date: PPROVED —DISAPPROVED/CALL FOR REINSP. CF CO ■ CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Fir/Slab Pibg. Top Out salad -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk ens' Other. Date: to- — A.M. +P.M{`"`_ Entry: Address: ____� � �►-`k Tenant: Ste: MST: �J BUP: Con/Own: _ MEC: PLM: ELC: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: cc J W J Inspector: _ _ Date: op„ `APPROVED ” 1 PROVED/CALL FOR REINSP. CF CO • CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: F.)undation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/SheathFF Mech. Plbg.Und/Flr/Slab Plbg.Top Out tis lation -Elect. Post/Beam Struct. Mech. Rough-in rip. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk 43g> Other: Date: Ae A.M. P.M(. _ Ent : _ Address: `Y� Tenant: Ste:, MST: >—O Con/Own: 37r--/l..�r� �! MEC: PLM: ELC: TIM FOLLOWING CORRECTIONS A E REQUIRED: ELR: 1 /�j �_�c,.✓— .S �'-e.�[1 Tim-'�` —�J' Z _ u .,.A, LLJ Inspector: /�� Date: APPROVED �SAFPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING II'SPECTION NOTICE Inspection Line: 639-4175 Busir,iss Phone: 639-4171 Footing Rain Drain Cover/S,rvice FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: A.M. _P.M. -e _J2 try: ry: Address: _ (/ _ Tenant: e: MST: BUP: Con/Own: MEC: PLM: ELC: _ THE FOLLOWING CORRECTIONS ARE RE,,U RED: ELR: Ab ro LIJ �-✓� (r o Inspector: Date:. .—APPROVEDSAPPROVED/CALL FOR REINSP, CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. ^ost/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech, Rough-in Gyp. Bd. -Bldg. fan. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: `•i �`i S,F, A.M. —P.M. nt( -- - Address: �( � E' I�� ' C�V__ p' Tenant: ---- Ste: MST: BLIP: Con/Own: ,j r r ,. 5 �v - MEC: PI-M: ELC: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: LL cc H- n F— Cz w - Ir;pectora Date: _>,,,APPROVED _DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGAgD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639.4171 Footing Rain Drain Cover/Service FINAL: Foundation Water line Ceiling Post/Beam Mech. ear eat 1t , -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. ec1Uf h Rough in-', Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: --- Date: �o A.M. PM7 T_ Entry: Address: ! Tenant: _ Ste:_.__ MST:BUP: __� _ Con/Own: ( � a`'�N- 3�y�_ ----- MEC: PLM: ELC: I HE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: _ cc a 1-- V) - — Lo w ---- - ----- -- - -- Inspector: Dater „APPROVED —DISAPPRO ALL FOR REINSP. CF CO �.s.s CITY CF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FI L' Foundation Water amine Ceiling Plumb Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg, lop Out Insulation -Elect Post/Beam Struct Mech. Rough-in Gyp. Bd. -Bldq. Sar.. Sewer Gas Line Appr/Sdwlk Reins. Othe Date:' A.M. —_P.4 Entry- Address: ntry Address: - ---- -- -- -- Tenant. _ -----__-_-_- Str): — MST BUP: - -- ConlOWn: MEC: -� -- PLM ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: a F- — r J C9 W Inspector: Date -, APPROVED _DISAPPROVED/CALL FOR REINSP. ////// C CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service S'Ib FINAL: Foundatio Water Line Ceiling -Plumb. ost/Beam Mack. Shear/Sheath v/ Framin -Mach. Slab Z_PIbg.Top ut Insulation -Elect. Post/Beam Struc d ech. Ro Gyp. Bd. -Bldg. San. Sewer Gas Line �/� Appr/Sdwlk Reins. Other: �� Date: —5_1 1( .� _ A.M. P.M. Entry: Address: / � 7 � � _ _J� Gj T►`- _ '`- Tenant:-----.-' � Ste:___ MST: BLIP: A Con/Own. —_ _ MEC:_ PLM: ELC: — THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: --� c%�4J c� —�� O✓,�rcTi �y i Ud 2i'n�ee Cu/_�E ci%tJt11� iyr� — -- I spe or: -- --- - -- Date: PROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 6.39-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath am -Mach. Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct• < ech.__—Ro— u h-ti' GYp• Bd. Bldg. _9.__ San. Sewer Gas Line Appr/Sdwlk Reins. Other: — Date: �3i� -- A.M. P.M. Entry: -- Address: _��1�� Ste: MST: -Q Tenant: --- BLIP: Con/Own:_ MEC: — PLM: _-- ELC: _THE FOLLOWING CORRECTIONS ARE REQUIPED: ELR: — x4c: 4rE '��v. fes-j✓LZc. v r5�l✓ L�— St7tA P Fg 4 C1�'v w J L7�jr* CTv /��yt/� S r ��lJ rJ�✓ -- - Inspector: — — -- -- Date: APPROVED OVED/CALL FOR REINSP, CF CO 1 A �- 4 CITY OF TIGARD BUILDING INSPECTION NOTICE +nspectlon Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath �inq_ -Mech. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Eio hau in> Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: __ A.M. P.M. Entry:_ Address: /VS 7 Z ZZ6 Tenant: Ste: MST: � 3 BLIP: Con/Own: — MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ESR: .S?y s S /iS .5.4�wti In LLJ J Inspector: _ _ Date: _APPROVED D77M7M,'ED/CALL FOR REINSF. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain overlServic FINAL: r Foundation, Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: / � A.M. P.M. Ent Address: / lua Tenant: Ste: MST. BUP: Con/Own: 2MEC: PLM: _ ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: a , Inspector: T ,��_ Date: APPROVED _DIS,-, vvED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone. 639-4171 Footing Rain Drain Cover/Service FINAL, Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing , Plbg Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer r�Ztgt Appr/Sdwlk Reins. Other: _-- Date: A.M. P.M. Entry- Address: Tenant: Ste:_._ MST ' BUP: Con/Own: MEC:_ PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: J C!7 LU y J _ - Inspector: L —DISAPPROVED/CALL A"5�ROVED ,DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing <a in DrajO Cover/Service FINAL: Foundation =Sheareath Ceiling -Plumb. Post/Beam Mach. Framing -Meeh. Plbg.Und/Fir/Slab Pibg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. an. Sewer Gas Line Appr/Sdwlk Reins. Other- Date: 2 AM _P.M. � E ntry: Address: . I L4 2 Tenant: _ Ste: MST: ,5'03`x_ — �- BLIP: Con/Own: _ _ MEC: PLM: _ ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: za Inspector: _ __ __ �__ Date: _APPROVED APPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 1 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech, Shear/Sheath Framing -Meeh. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: A. Entry: Address: c Tenant: __ _ Ste:. MST v, BLIP: Con/Own:__. MEC: PLM. ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED ELR: 2 J W J Inspector: _ `Date: PROVED APPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD Br11LDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639.4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. PIbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Ga:, Line AppriSdwlk Reins. Other Date: .i ( A M. P.M. Entry __ Tenant:_ Ste: MST: Z - - Ccn/Own: BOP: -_ - _ MEC: PLM: ELC: - THE FOLLOWING CORRECTIONS ARE PEDUIRED: ELR: - a , a J tl - J Inspec r: -- - Date: ?r APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING IV3PECTION 140TICE Inspection Line (Rec-O-Phone): 639-417//5 Business Pho,.e: 639 417 I Inspection: Footing Susp. Ceiling Sprink. Rough-in Ap Lwlk � Foundation Pibg. Underslab Mech. Rough-in Fireplace osVBeam Str��. Plbg. Top Gut Elec. Rough-in FINAL: ost/Beam Mec San. Sewer Gas Line -Bldg. f'Ibg. Underfloor� Rain Drain Framing -Plumb. Alarm Water Line Insulation -N1ech. Underilr. '-isul. Shear Wali Gyp. Bd. -Elect. Date Requested:_ L �I �o Time: AM PM Address: Z /, 7lj _ Builder:_ j t CITY OF TIGARD BUILDING INSPECTION NOTICE I\ inspection Line (Rec-O-Phone): 639-4175 Business P' me: 639-4171 (� Inspection:_ _^ Footing S,jsp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plb„. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: �t/Beam MeO) San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mesh. Underflr Insul. shear Wall Gyp. Bd. -Elect. Date Requested:_�Q L L, _T ime:`_—ANI PM Address:___�c Ruilder:Zq&z Permit #: – e 392 THE FOLLOWING CORRECTIONS ARE REQUIRED: /a/�� , fid- >l�_ ) G'L-✓i-=JL iice/ i�'C.`itJ�/ /`mac:ss ?7-�i>--r //” i....��i�y;,� //G�s,�-./�--• >- ` r w J Inspector: Date.-- s- APPROVED <--B".PPROVED APPROVED SUBJECT TO ABOVE �'ForReinsp. CITY OF TIGAPD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Fhene): 639-4175 Business Phone: 6id-4171 Footing Susp. Ceilinq Sprink. Rough-in 4ppr/Sdw1k Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Undertlr. Insul. Shear Wal Gyp. Bd. -Elect. Date Requested:_ c Time: AMPM Addross: Builder: Permit #: "7 THE FOLLOWING CORRECTIONS ARE REQUIRED: >- U J W - - J Inspector: / �1 Date:-J- 2 ')�_APPROVED DISAPPROVED APPROVED SUBJECT 10 ABOVE !Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Bearn Mech. Shear/Sheath Framing -Mach. P!bg.Und/Flr/Slab Plbg, Top Out Insulation -Elect. Post/Beam Stru Mech Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: /�ZZ G A,M, T P.M Entry:. _ Address: 14 '12, Tenant: __ Ste: - __ MST: 13 BUP: Cor./Own: MEC: PLM: _ ELC: _. THE FOLLOWING CORRECTIONS ARE REQUIRED: ELN: > rr7lJt� 6nos.e�• ( c�r'soL .aro�" 6 �.Pos rz�,y s..� l ,rc�Gy' Api°!?a�r+.�,�.� • -------- _y�azlrP, �v�te�t� NAV�T /�"r7.,., v.t,q• �»/c _� /tom'Y �'v�r�?�n`►e,• F- r J rr Inspector _ Date:_ ZL _APPROVED _DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE f i Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 l. y Inspection: �� _ — _ -1(� Footing Susp. Ceiling L Sp k. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plhg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -A4ech. Underilr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: �'� ( ' Time: AM Plk Address: Builder: Permit #: s ?)�THE FOLLOWING CORRECTIONS ARE REQUIRED: CL — — - N T 1J J Inspector: — — Date: _APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ ' i Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk oundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Strict. Plbg. Top Out Elec, Rough-in FINAL: Post/Beam Mech San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Dram Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall r;yp. Bd. -Elect. Date Requested: %�j Time:4AAM PM Address: c� BuildAr: Permit #:4 5r 576--03'9'2— THE ^S'--U3'12— THE FOLLOWING CORRECTIONS ARE REQUIRED: L c,7 W J Inspector-_ Date APPROVED DISAPPROVED L APPROVED SUBJECT T'O ABOVE __Call For Relnsp. CITY OF TIGARD BUILDING INSPECTiON NOTICE fl 'l Inspection L. e (Rec-O-Phone): 639-4175 Business Phone: 639-4171 i Inspection: I 4 Poundati Susp. Ceilin Sprink. Rough-in Appr/Sdwlk on Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. ' Elect. Date Requested: Z 1` Time:T AM PM Address:_' p Builder: Permit A`: / 0 ,3 THE FOLLOWING CORRECTIONS ARE REQUIRED: r-/ I ' Inspector: i _ Date: v/ t_ -s APPROVED DISAPPROVED Z�APPROVED SUBJECT TO ABOVE `Call For Reinsp. CITY OF TIGARD P1 Pm1TN#. F'ERM. .E : COMMUNITY DF.'✓ELOPMENT DEPARTMENT DATE. ISSUED: 12/26/95 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171 PARCI L: J.'S 1 10BL- 0:30Q,111 TCi i1✓L'RESS. . . : 1487L '.ilii 116 Ili F'I_ ;JIRD I V I S 10 N. . . . : HELM HEIGHTS 'l C)N I NG: R-4. 5 I_ALOCK. . . . . . . . . . . LOT. . . . . . . .. . . . , .. .7 1. ASS OF WORK. . : CARIIAC:,E 01SPOSALS. . 1 Y'PE OF USE. . . . :NEW WASHING MACH. . . . . . . s 1 BACKFLOW PREVNTRS. . : l `CUPANC;Y GRP. . :SF FLOOR DRAINS. . . . . . . : 0 TRANS. . . . . . . . . . . . . . . 121 OR I E;G;. . . . . . . .. ..4WATER HE:ATERS. . . . . . , i CATCH L��S I NS. . . . . . . I.-C4UNDRY TRAYS. . . . . . : 1 SF RAIN DRAINS. . . . . . 1 SINKS. . . . . . . . . . : 1 GREASE TRAF G. . . . . . . :0 LAVATORIVE-S.. . . . . : 5 OTHER FIXTURES. . . . . ; 0 TUE/SHOWERS. . . . : 5 SE=WER LINE (ft ) . . : Q1 WATER CLOSETS. . : 4 WATEP l._IN1= (ft ) . . : 1.00 DISHWASHERS. . . . : 1 RAIN DRAIN (ft ) . . : 0 Remar^Its : PATH [ UWNER GEORGE WALI... "T I r `h 19 90. 00 B l c'/i2/'a5 95--274242, 8555 SW TURQUOISE:. LF' S)WM 4 180. 00 H 12/26/95 95-274241-,1 WM $ 11Z,1b. ID171 T1 12/26/95 47. I,C'.AVERI(7PI OR 9 71210 7 SPRT 1; 778. 00 D 12/e6/95 95--274;''43 f 1l ione #- 524•-7:364 BPl...0 4 703. 70 .TT) 10/27J/95 p5PC $ 36. 90 B 12/;_.'+~/95 95-274L43 1,. 1umbing Cant ear.tor:-._._._.___._..__.. ._,._ PARK 4 500. 00 D 1e:/26/'35 c)5--274x43 n ^� MPRT $ 48. 00 D 12/26J95 95-r'74,t'4;. Na mf? » ( . C. PflPL.0 'l, l;w. 00 1) 12/26/93 9 Ft--.2 74i :4."3 Addr ea s ; Q -1 G '1 ___.._,..._........... 1y15F'C t 2. 40 B 12/26/95 95--27424;'; City �itate : ff- � ._ _... -' 'RT ti ---'49. V10 13 12/26/95 9 ...274��43. "L i o:._._ �) ! Z F'l 1 a n e#: yd - � P5F'C1 4, 12. C �. _.._ . .. _ 4 i La ii=/c'.6/9�; Sri-274243 Rear #: ��Ga1 _._..___.._. ._ Additional fees not: shown her•e. . . . . . . . . RE(?.0 1 FEED INSPECTIONS This, permit is issued si_lhject to the r,erl_. ul.ations contained in tha Tivat-d Mi-1ni.cipal Footing Insp Law Voltarle Code. State of Ore. Specialty Codes and ;ill Foundation Insp Fir-eplace Insp other applicable laws. Ali work will be done Post/Ream Strl.act Gas Line Insp in Acrnr-iance with aopr-oved plans. This f='o^t/Be<:am lyloc-han Insulation Inst:; permit will expir^e if wor•'k is not started 'c'rawl Drain hyo hoard Insp within 1130 days of issuance, or if wor^k is F'lm/undsl.ab Insp Rain drain lnsp suspended for mare than 1A0 days. PL.M/Underfloor Water Line Inco n lhl?rhanir:,-a1 Insp W.Ater Sol-vic-P Iri Plumb Top Out Appr</Sdwlk Insp `n Fler_trir_,:al Ge+-vi. Plec,trical Final > � ,9� E:lectr^ical Rourih Mechanical Final �� fl �,-!� L CI`�C-C-• 1A/9 Y F r-a m i n a T n s p F'1 1-m b Final or,.i zed F'l--1mbiny Contr~actor Signatut-e C' Call fLV inspection - 639- 4175 w ' for Nc;1;es • MASTER P,E'R M I T ' CITY OF TIGARD DATEF[�MTISSUED: . li:'/26/95MST9'-0392 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd,Tigard,Orogon 9722398199 (503)639-4171 VDARCEL: _.:1 11: 1-.)DDF{ESS. . . 146YE '�W 3. 16TH P'L. :)UBDIVIS1ON. . . . HELM HEIGHTS ZONING: R--4. 5 HL_Ocl_�. . . . . . . . . . I-01.. . . . . . . . . . . . . Remarks: PATH I ---------------------------------------------------------------- BUILDING ---------------------------------------------------------------- REISSUE: STORIES.......: 2 FLOOR AREAS---------- EASEMENT...: C sf REQUIRED SETBACKS---- REOUIRED------------- ;-,ASS OF WORK.:NEW HEIGHT........: 22 FIRST....., 2230 sf GARAGE.....: 870 sf LEFT..,.......: 10 SMOKE DETECTRS: Y TYPE OF USE...:SF FLOOR LOAD....: 40 SECOND...: 1224 sf FRONT.,.......: 20 PARVING SPACES: I TYPF OF CONST,.,5N DWELLING UNITS: I FINDSMENT: 0 sf RIGHT...,.....: 15 OCU!PANCY GRP.:R3 F-DRM: 4 BATH: 4 TOTAL-------: 3454 sf VALUE-$: 237491 REAR..........: 40 ------------------------------------------------------------------ PLUMBING --------------------------------------------------------------- SINKS......... I WATER CLOSETS.: 4 WASHING MACH..: I LAUNDRY TRAYS.: I RAIN DRAIN ft: 0 TRAPS.........: 0 LAVATORIES....: 5 DISHWASHERS...: I FLOOR DRAINS,.: 0 SEWER LINE ft: 0 SF RAIN DRAINS: I CATCH BASINS-- 0 I'UB/SHDWFRS... 5 GARBAGE nISP .: I WATER HcATERS., I WATER LINE ft: 100 Bf-'!(FLW PREVNTP: I GREASE TRAPS..: 0 OTHER FIXTURES: @ -------------------------------------------------------------- MECHANICAL ---------------------------------------------------------------- FUEL TYPES------------ FURN ( I@@K 0 BOIL/CMP ( 3PP: 0 VENT FANS.....: 5 CLOTHES DRYERS: i /GAS/ / / FURN )=1001( I UNIT HEATERS.,: it HOODS.........: ) OTHER UNITS...: I MAX INp.1 0 BTU FLOOR FURNACES: 0 VENTS.........: 0 W()ODSTOVES..... 0 GAS OUTLETS—: I -------—-—------I----------------------------------------------- ELECTRICAL ---------------------------------------------- —RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ---MISCELLANEOUS---- --ADDIL INSPECTIONS-- 1000 NSPECTIONS—1000 SF OR LESS: I @ 200 alp..: 0 0 - 200 ago..: 0 W5VC OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION: 0 EA PDDI L 500SF.: 5 201 400 aw.: 0 201 - 400 ago..: 0 1st WID SVC/FDR: 0 SIGNA)UT LIN Ji 0 PER HOUR......: 0 LIMITED ENERGY.: 0 401 AIN aev.,: 0 401 - 110 aso., 0 [A ADDL BR CIR, 0 SIGNADPANEL...: 0 IN PLANT......: 0 PIANF NO/SVC/FDR: 0 601. lekv ama., @ 601+2105-00 V: 0 MINOR LABEL -10: 0 10004 amo/volt.: 0 ------------------ PLAN REVIEW SECTION ------------------------___-------. Reconnect only.: 0 1=4 RES UNITS..: SVC/FDR)-225 A.: ) 606 V NOMINAL: C0 ARCA/SPC OCC: -------------------------------------------- ELECTRICAL - RESTRI�fFD ENERGY ------------------------------------ A. SF RESIDENTIAL--------------------------- F. COMMERCIAL------------------------------------------------------------------------- AUDIO 9 STEREO.: YAW SYSTEM.. AUD!O & STEREO. FIRE ALARM..... INTERCOM/PAGING: OUTDOOR LNDSC LT: BURGLAR ALARM..: 0% BOILER.........: HVAC.......... LANDSCAPEIIRRIG: PROTECTIVE SIGNL: GARAGE OPENER..: CLOCK.... ....... INSTRUMENTATION: MFLICAL........ OTHR: HVAC...........: DATA/TELE COMM.: NURSE CALIc.... TOTAL # SYSTEMS: 0 Owner; ------Contractor: TOTAL FEFr,:S 4408.40 GFORGF WALL GEORGE WALL 8555 SW TURQUOISE LP 6555 SW TURQUOISE LP BEAVERTON OR 97N7 BEAVERTON OR 97007-@0PO Chaip #: 524-7384 Phone If: 524-7384 Reg 4..: 52392 4_ his cerpit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty LOOS and all other CC aoolicable laws. Ail w9rk will be lone 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. ---------------------------------------------—--------- RrRJIREt1 INSPECTIONS -----------—--------—----------—-------------—--- Footing Insp Pla/undslab Inso Electrical Rough Insulation Insp AoDr/gdwlk Insp Fresion Control Foundatior Inso PLM/Underfloor F-agina Insp Gyn Board Insp Electrical Final C.D Post/Deal Struct Mechanical Insp Low Voltage Rain drain Inso Mechanical Final Uj _j Dntt/Deas Mpchan Plumb Too Out Fireplace Inso Water Line Inso Plumb Final L r8WI Drain Electrical Servi Gas Line Inso Water Service In Btiildino Final P-r-mittev GiqTiLAtk.tt^e . L-1 Tssi,.tpd Sv - Ca I I for inspection 639--417_ BEWER e8PINE-eT48H PERMIT PERMIT #. . . . . . . : SWRc:)5--0444 CITY OF TIGARD DATE ISSUED: 1C-:�'/2:'G/95 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Orogon 97223*8199 (603)539-4171 PARCEL- 21S I 10}31)--X7-;000 T E'. :ADL"R EI,:')3. . . : I 113 7,' W 1. 1(., i I 1 1--,L. .. JBDIVISION. . . . .- HELM HEIGFLiTS ZONING: R-4. 5 . . . . . . . .. LOT. . . . . . . . . . . . . o7 TENANT NAME:. . . . . : USA NO. . . . . . . . . . I FIXTURE UNITS. . . 0 CLASS OF WORK. . . :NEW DWELLING UNITS. . : I TYPE OF USE. . . . . :SF NO. OF BUILDINGS: I INSTALL TYPE. . . . :BUSWR IMPERV suRr 7 ACE: 171 S f Remark,., : PATH I Owner: FEES) GEORGE WALL type Amol-tnt by date recpt GSU5 SW TURQUOISE LP PRMT $ 2P00. 00 14 12/26/95 95-27424.31 N G P 35. 00 B 12 2'�=,/9 5 95--274243 1.,1Lt.4VERT0N OH 97007 Phone #: 524-7384 Contractor: CONTRACTOR NOT ON FILE $ 22235. 00 TOT AL e Ll REQUIRED INSPECT1ONS Thi; Applicant agrees to comply with all the rules and regulations Sewer InspPcti.0n qf the Linified Sewage Anpncv, The rervit expires IN days from the date issued. The total amount maid will be forfeited if the oermit exoires. The Agencv does not guarantee the acc,jracv of t..i side sewer laterals. If the sewer is not located at the measurement aiven. the installer shall prospect 3 feet in ali directions from the distance civen. If not so located, the installer shall aurchase a "Tao and Side Sewer" Permit and the Anencv will install a lateral. Permi t ee rai nat .�re : IS131-ked BY : Call for, inspection 6 9 4 175 ct V) LLJ __j I — / �-.-- �-7 IA 1 J.I�c.�Fll; I,F I 1 II'I t11 f'Af1,11 WI Hf-(,F 1I'I NtJ. IF#htl= : 'JF,1 I 1 11 1 lltl fl. 1a1!04 111,11 II 11 1 f t 0. 1r�lc# 1t 11i1.I.iil; t. ..�, 4 1J .11.11',1,11It)1'�1 I ►' F'tIYPII.IdI i, 111 R Ii '/ 'f.,�'J•i 131_,f1'1IIHON CM �31.IHOt+J 1_' 11n1 a I'I-►YMF I'-1 I VIM 11 It'l I I'F-1 I.I 1-11 IRI-'t 1(1! tit I'I•#'r IfIt N i F#hIf.I Ihk I f'fd J 1 11111 i I� I U1 F•>lL. t�1M1111iV( E'lla J.i ._ ._. ..�. ...) ;�4h. ?`7 t'(-tYhIFrII FLI V II I I'•Ill« 1;011.1.;{; I IMI 11.1P1I 1 6 1'Ire+, h•If IMh o WAL.t.., 1 sr I)I I•r• l..a "A4 HMI ION I 1 w• 141100 t1h►C►f�t1:I`S a N5 it {'fIYI*It-IUI 1)(4IF s 1 a , ►'� FlE.F1V1's;It ! !r•I I'w ',►1t:+1.)t V r t r►1�i a 9"7V1vIi- t't1fdF'tI F 111 I'IIIr�711! ! cllnl11IrIl t'a31►, 1 :0,1,; , 1;.,F III !.'ItrrtFhdl r{MIIt INI I'H) ;1 If it 11.0 1t! iII 1! 1700 I-'i 1•Ihd ! .'rll I I 7 MI r IIfINII.,f-11 1'1 f111 faIt. I ;f:. ,1 Ot.I II' ;Ia 'G!41. 1CIV) ;t Irlt.11 1ITit-IF•.I.,F I '(il'.1'.' l;i?1 `,'�I[I4'I, !lltrG ISI ';: I I!i I I 1 1•il 11�1(�II i' I 1. 1 k h �-; I 'I i l7. 1:'!1:: I• !', ..; I Iti li�l' ; I. F 1 f(.: L_I. 1.1.; I �} !,,,! } :. ;!) !n ii it ! ! 1 r.�l. t.l,. I. I r' I t•t- 1J11/1„ !,'14'! I, 'l! I,!l I1 II•I I ! I Y 1111 _1 I I ( r I 1 � I I:'i! � �!�� k I^;! '' , � � i1•i � ill I F,1.11 t°I.I�'Pi) 11 t k t_It�t, I,u,� I I If I I I JI•I 1 141 If 1'1 1 ll 1 i F_.f l 0_, 1 11 1 11 IMI i S.. !•'�'� I L I I t-11 I It�11.11.1h1 1 I't a 111 t. I 1� , f•.`.-► it 4 'lilt 41, 1 1, I 1 I it It It Iy lyll N1 1 V (ItO 11 IN I 1 1.1 0 11,1: .1 r I I it I Residential Building Permit Apration City of Tigard � T31SHall Blvd. 9ardOR97 -Z LA (503) 639-4179 Jr'bsite Address: Oubdivision: 1ae/ l,Tr Lot# 7 Office Use Only . _ N Valuation: 4 1/' _ Planck/Rec #-LO - G� � Corner Lot? Y Permito3y z Reissue of Flag Lot? Y (N Map & TL# ,2 b l WI -1'1. ti-7jWt t Owner 1a,` / royalsRequired Address: z, Tirr�rs�/.�.SP /� r � -,---- — Planning , -t-A �0,-f,k' Engineering _ Phone. 5.g,4� -7V 4/ — Other Contractor: fir. �R I/ Items Required Pddress: 25' <S 4,2 f..ri, ftxsC-f Subcontractors I��e�✓�I fin nA c..;�17 _ _ Truss Details Phone: Other Contractor's License # S �)_3<,;,�k r, ' (attach copy of current Oregon license) Contact Name & Phone Subcontractors: Arch itect/Engineer: ArKh2a rr Plumbing: ST71I Address: S� .�/ A Ue a Mechanical: Lc.� ae, ,amu . 1r (attach copy of current R Contractor's licen-,-) ie: .. JOE DESCRIPTION. Alts-&l Gmr�sf/�,icf,n_ J 1 �4 Applicant Signage & Phone number Received by: 7 w�"`�"` '� ..' 1--- Date Received Permit # Account Description Amoant Amt. Pd. Bat. Due., ft75 y, o-39,4 Bldg. Permit (BUILD) 14) cv. Plumb. Permit (PLUMB) Mech. Permit (MECN) State Tax (TAX) Bldg:! Plumb: Mech: Plan Check (PLANCK) .7v Bldg: So JU Plumb: Mech' l Z,vii /�"��✓ Z . Sewer Connection (SWUSA) 6, Sewer Inspection (SWINSPI Paries Dev Charge (PKSOC) 0 Sl e• ' S- Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (Tit'-C) Industrial TIF (TIF.-Ii Insti'.utional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) Water Q;!.antity (WQUANT)CC by Fire Lite Safety (FLS) G J ti Erosion Cntrl Permit (ERPRh1T) C-s_ c Erosion Planck/USA (ERPLAN) `_LJ Erosion Planck/COT (EROSN) L TOTALS: L �r \ • 7 ` R N Ul �g VM 006#4 \ 1 v � C* Solar Balance Point Standard Box A. North-South dimension for the lot Box B. Shade point height from your structure: measured through the middle of the house Change in elevation from north property line to the finished floor elevation added to the height of the building from finished floor elevation to feet the affected peak/eave. If the rt .f line tuns NIS, subtrTct 3 feet from the figure. feet Box C. 13istance to the shade reduction line Disrxnc•_ from North property line to foundation added to the distance from the foundation to the affected roof peak. Feet r The following helps explain the graph helow: The horizontal axis (rows) represents box "C" figures. The vertical axis (columns) represents bbx "A" figures. It is most useful to draw a vertical line to represent the appropriate figure found in. box "A" and a horizontal line to represent the appropriate fig-tire found in box "C" . rhe intersection of the: vertical and horizontal line, deterni.ines the value foL nd in box "D" . The value in box "D" should be compared to the value in box "B" ; 3.f the value in box "B" is less than or ecpial to the value found in box "D", the building is in compliance with the solar balance code. Distance to shade 100+ 95 90 85 80 75 70 65 60 55 50 45 40 reduction line from northern lot line in feet 70 40 40 40 41 47. 43 44 65 38 38 38 39 40 41 42 43 60 36 36 36 37 38 39 40 41 42 55 3'4 34 34 35 36 37 38 39 40 41 50 32 32 32 33 34 35 36 37 38 39 40 41 42 45 310 30 30 31 32 33 34 35 36 37 38 39 40 40 2 28 28 29 30 31 32 33 34 35 36 37 38 35 2 26 26 27 28 29 30 31 32 33 34 35 36 30 2 24 24 25 26 27 2E 29 30 31 32 33 34 25 2 22 22 23 24 25 26 27 28 29 30 31 32 20 2 20 20 21 22 23 24 25 26 27 28 29 30 Ln 15 1 18 18 19 20 21. 22 23 24 25 26 27 28 > 10 1 16 16 17 18 1.9 20 21 22 23 24 25 26 ;- 5 1 14 14 1.5 16 '.7 18 19 20 21 22 23 24 LOUi , Box "D" Maximum allowed shade point height __� feet / Solar Balance Worksheet Address f' 7l- ��'�� (�(/A, _ Qox A calculations: North-South dimension for tho lot. Box A: This dimension is determined by finding the midpoint of the North lot line and drawing an intersecting line perpendicular to that point. Measure the distance from the rnid� -)int of the North lot line to the South lot line along the described line. ( P� �" ft Box B calculations: Shade point height from your structure. Box B: 1. Determine whether measurements will be based on the peak or eave of your stnicture. The orientation of the ridge is also important. Which describes your lot? 1 a: If the roof line runs North-Soutl., measurements will be based on the peak of the (Circle one) roof. 1a 1b 1c 1 b: If the roof line runs East-West and the roo` pi,ch ;s less than 5/12, measurements will be based on the eave. 1 c: If the roof line runs East-West and the roof pitch i 5/12 or steeper, measurements will be based on the peak. ft 2. Measure chane:: in elevation from front property line to finished floor elevation. 3. Measure distance from finished floor elevation to the affected peak/eave. 2 � ft 4. If the roof line runs North-South, deduct three feet. If the roof line runs East-West, deduct nothing. 5. Subtract one foot for each foot of difference in elevation from th3 front property ft ine to the rear property line, if the lot slopes up from the front to the rear. If the lot has no slvne or slopes up from the rear to the front, deduct nothing. Total figure for box B: _ I _ ft Box C. Distance to the shade reduction line. Box C: c Measure the distance from the North property line to the foundation. 2. Mersure she distance from the foundation to the affected peak or eave. + 0 ---_ ft J � ft 3. Total figure for box C: ,— �. .:7:R' 1TCt'.a old:'✓, __��- � ___