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Case File ADDRESS : i:\records\microflm\targets`�building doc CITY OF �`I D CFR CUP ANC OF' OCCUPANCY C OMFIUNM DEVELOPMENT DEPARTMENT PERIy I T i+. . . . . . . a MST95-0276 13125 SW Nall Blvd.Tigard.Oregon 07223*5199 (503)8.19.4171 DATE I SSUF 11 a 03/1,9/96 PARCEL a CSS 1 10BB-03600 �IDIJI�Pk_:a:ir_ t 1�'33;s :;W r"�ME:a I_N >UBVIVISION. . . . o ARLINGTON RIDGE 70NINGeR--3. 5 BLOC#?. . . . . . . . . . t LOT. . . . . . . . . . . . . o013 t;LASr OF WORT<. i tJEW _ ......_______..._.._....____...... TYPE OF USF. . . r 5F OCCUPANCY GRP. #5N OC:i UPONCY LOAD: I S Remarks : PATH I Uwnwr>t DWD C011TRAC70PS INC 11610 GW PACIFIC HWY P 0 AOX i-'3454 T IGARD OR 97261 Phone #e 639-6881 C..r:in•i~Pact or a ...____.,.__.____..._______..,.____ _..____ MP M I LWAUK I E CO. 00 BOX, 393 i,LACKAMAS OR '37010.5 Pholle Iia 655...9161 Certificate grants uc:c:upanc.:y of the above refer-pnced bui3ding or portion .hereof and confirm% that the hmildi.ny has been ingpe!ctod for t,�omplianee wit,, the State of Oregon Specialty Codes for the qr-o , occupancy, and use under which the referenced permit was is%ued. � C r f3 INSPECTOR BUILZ. NG OFFICIAL. PosT 114 CONSPICUOUS PLACE CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL Foundaticn Water Line Calling -Plumb. Post/Beam Rtech. Shear/Sheath Framing -Mech. Plbg.Und/FIr/Slab Plbg. Top Out Insulation -Eleci Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg`, San. SewerGas Line Appr/Sdwlk Reins. Other: P�en Date: 11 [ A.M. P.M. Entry:. Address: ! 2 3 33 S W _AAA e 5 Tenant: L/�lD•? 0,M Ste: MST: 9.S= D 2 7� BLIP: Con wn: MEC: _---- 2- 0 - 7756 PLM: — ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: _ A2 Ir v -- I ctor: _ DateQ VIED _DISAPPROVED/CALL FOR REINSP. CF CO Crry OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-C-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Bearn Struct. P"s To,i Out Elec. Rough-in FINAL.: Post/Beam Mech. San. Sewer Gas Line -T",' ) Plbg. Underfloor Rain Drain Framing Plumb. Alarm Water Line Insulation -MeQb? Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: 2- 2 _Timr,: M PM Address: J 7-1) Build9r: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: 'moi �.�c�l'L;7u-•T .f_��,� �=„ � �� - _ art' Inspector: _ Dale: / `APPROVED — 13WAPPROVED _APPROVED SUBJECT TO ABOVE _73-51FFor Reinsp. CITY OF TIGARD BUILDINCr INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ce" Ig Sprink. Rough in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg Top Out Elec. Rough-in `F A J Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line nsulation Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: / Cd Time: PM Address: 1 Z3.3Q J7/-2' Builder: 1141_ �a3 �1 1. .>• Permit C c7j- D Z 7 Co THE FOLLOWING CORRECTIONS AnE REQUIRED: 1�2Lsio. o QJ.-ilk L .4�7"y�'ov��� t /fi��r7 F�?N�/JC- lLl 4. si`'l 1-3Tti�i��l� �r1'.!!r.'�i Gtxi.�v,yt;.�v co— �J. 7�z�/r1a v.� �•4� 't3z- b.a fit,�s 2. r A'OW_J071 r{'� /.vSiJ, J�cr�/sry/ICu= 22 �t70r-6v��r-@rf/�� Ti�E ,��"//�"•,,sem c'rr/.�,o,,•.s - V Inspector: _ _ Date: /�y! APPROVED '_rTSRPPROVED __APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OFTIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-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. ewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: m �� C_ Time: AM PM Address- Builder: ddress Builder: Permit #: S� C� 7(c�) THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspects! /K _ 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. Footing Susp. Ceiling Sprink. Rough-in ppr/Sdwl 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. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: I l I CI Time: AM PM Address: Builder:_— Permit THE FOLLOWING COPRF_CTIONS ARE REQUIRED: 4 e- Inspector: �� J_ _ Date: _ _APPROVED _DISAPPROVED ('_ _PPROVED SUBJECTTO ABOVE _Call For ReinRein p`"� CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection I-ine (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Ivy Inspection: Fooling Susp. Ceiling Sprink. Rough-in AppNSdwlk Foundation Plbg. Underslab Mech. Rough-in Firepl._� t 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 Q(E'�fI}/ . -Elect. Date Requested:_� 1 Time: AM PM Address: Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: - -----.--__. Date: _APPROVED —DISAPPROVED -&PPROVED SUBJECT FO ABOVE 'Z --Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Roc-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. PIEg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Iain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall p. Bd. ' -Elect. Date Rpquested: Time: AM PM Address: _'►��– Builder: — Permit #: 2 7,L- THE FOLLOWING CORRECTIONS ARE REQUIRED: _ _ c -y Z Al Inspector: ��_ 2 7 APPROVED _ ISTD APPROVF�J Y APPROVED SUBJECT TO ABOVE 10 Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): G39-4175 Business Phone: 639-4171 Inspection: _ Footing Susp. Ceilinrl 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 Line -Bldg. Plbg. Undeifloor R.iin Drain Framing -Plumb. Alarm Water Line sulation -Mech. Underflr. Insul. Shaar Wall Gyp. Bd. -Elect. Date Requested:— _2S Time: 'J�,AM PM Address: 1 c; 33_3 Builder: (o ,�j Cf —(p e Lf Permit N: 5) THE FOLLOWINC CORRECTIONS ARE REQUIRED: Inspector: Date:__& 64 G-IMPROVED DISAPPROVED APPROVED SUBJECTTO ABOVE _Call For Reinsp. CIT! OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 539-4175 Business Phonc: 639-4171 Inspection:__ Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Bch. Roug�h-1` Fireplace Post/Beam Struct. Plbg. Top Dict (—C. . otiR ugh-in FINAL: Post/Beam Mech. San. Sewer Gas Line Bldg, Plbg. Underfloor Rain Drain ��—Fr g i -Plumb. Alarm Water Line Insulation -Meeh. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: o~J� ' Is Time: AM PM Address: Builder: Permit #: sl– THE FOLLOWING CORKECTIONS ARE REQUIRED: --� -- Inspect x: Date: �O d PROVED _—DISAPPROVED —APPROVED SUBJF-CT TO ABOVE —Call For Reinsp. - `- =~ . \ ClTY Of: I3i4ml) — Hl'PEJ;/l (U' P*vMFN| ^ /|o /|. AMUUN\ \*. wki NAME : W14UNTROGIURS, INC, HMuLN} x m' w0 PU 0fo�� PAVM�N| I)AT� [lQAND UR 19l8/uN * ! 9��81 '3454 / PHRP0HE UF PAYMVNT AMlU+m| I't1b P\U/|///H- (IF' vHYMEN[ AMO ]N| V*lD | -----� '------'----- ----------- - ----------------- - '-----------' | MJ,i/ LL#NEQU� 15. �� `F , | | ` | ` r � N� : � |ON FEE.:� 1�� � �|���CLN ' / ^1�` ` PA10 � CITY OF TIGARD 3UII_DING INSPECTION NOTICE !rsl•xtioo I -to (r'v,.-O-P�)mn . 639-4175 Business Phone: 639-4171 Ir:e�9c?ion: F'7 fit Susp. Ceiling Sprink. Rough-in Appr/Sdwik Folin. -pion P',;. Underslab Mech. Rough-in Fireplace Posi/Beam Stru:;t. Plbg. Top Out Elec. Rough in FINAL: Post/Beam Mach. San Sewer Gas Line -Bldg. Plbg. Undenloor Rain Drain rami (Ak) Plumb. Alarm Water Line Insulation -Mech. '.;nderflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: jo /,P 7 j Time: AM PM Address:_ )c -3 3.3 �,�- �TY Builder: _— Permit #: 9 �o THE FOLLOWING CORRECTIONS ARE REQUIRED: ek J /•7 Inspector:____._..__ Date: _APPROVED _DISAPPROVED —APPROVED SUBJECT TO i% 'E __Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line/�(_Roc-,�O Phoone). 639-4175BusinessPhone: 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/Bearn Mech, San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech Underflr. Insu!. Shear Wall Gyp. Bd. -Elect. / Date Requested: C 1 d S Time: X AM _ PM Address: .3 3 -3 Yj 7� _7�' Builder: Permit #:Z 7 Sy� c1 o I TH - OLLO COMETIONS ARE REQUIRED lv c -c-� r � Inspector: _APPROVED ,[DISAPPROVED _—APPROVED SUBJECT TO ABOVE Call For Reinsp. Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # _ Permit # ja I Phone (503) 639-4171 Date Issued U-- 7-h 1 FAX (503) 684-7297 Issued by _[�a 1 f I-k l�- CITY OF TIGARD TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee schedule Below: Name of Development Number of Inspections per permit allowed Address Service included Items Cost(ea) Sum City/State2ip�;, tom'--Q-0223 — 4s. Residential-per unit — 4 1000 sq It or less $11000 Each additional 500 sq 11 or 1 Name (or name of business) portion thereof $2500 Commercial❑ Residential® Limited Energy —_ $2500 Each Manul'd Home or Modular 2 Dwelling 3ervins or Feeder $6800 2a. Contractor Installation only: 4b.Services or Feeders Installation,alteration,or relocation 2 Electrical Contractor Mr C-14- _ 200 amPa Of W66 _-- SIM)00 -- 2 201 amps to 400 amps $13000 2 Address ��'. t ^�_ — 401 amps to ON amps $12000 2 CitySC oR� Stated 7ip �31AA_ 601ampoto1000amps $18000 _ 2 Phone No. ZS's- bB Over 1000 amps or volls %34000 2 Reconned only -- $5000 Cantactor's License No _ 3-zap- �� Contractor's Hoard Reg. No.__jcg-51 4c, Temporary Services or Feeders Inslallahon alteralion,or relocation ` Signature p !,e e,) 200 amps or 105F400 t5o$75 00 2 of Su r. Elec'n y�-�71y--- 2 Phone No. 30 201 amps to 400 amps s75 00 License No_9 , q:fr �_ _ 401 amps to 000 amps -- $10000 Over 800 amps 10 1000 volts 2b. For owner Installations: a"W above 4d. Branch Circuits Print Owner's Name Nov, eseration or extension trr panel Address iq 1 he lee for branch circuits with purchase of sai or Mader Ne. 2 City State zip Each branch circud f5 W Phone No. b) rho lee lot branch circuits wtfhouf 1-he installation is being made on property I own which is purchase of rks a 111106.491'lee. 2 eer Fest brarti.h circud $3500 2 not intended for sale, lease or rent. Each additional branch circuit $500 Owner's SignalurcM_ 4e. Miscellaneous (Service or feeder not inrluded) 2 3. Flan Review section (if required): l`R&primp tit irrigation arae $40 00 —, 2 Fach sign or outline lighting $4000 Signal circud(s)or a Innriou energy 2 Please rheck appropriate item and enter fee in section 5B. panel,alteration or orl-naion 1C $40 00 _4 or more residential units in one structure Minor Lat»Is(10) $100 00 Service and feeder 225 amps or more 11. Each additional inspection over Systen over 600 molts nominal thethe allowable in any of the above Classified area or structure containing special occupancy as described it N.F C Chapter 5 Per _ Flo,hhour $3500 $55 00 In Plant $5500 Submit 2 sets of plans with application w'tere any of the above apply. Not required for temporary construction services. 5. Fees: So, Enter total of above tees $ t7G+ NOTICE 5%Surcharge(05 X total fees) $ �— PERMITS BECOME VOID IF WORK OR CONSTRU",TION Subtotal $ yL _ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 5b.Enter 25°0 o; "ne A for 1'ONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOP Plan Review 1f required(Sec d) $ _ jo _ A PEE7lOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ LW& 7rkjO Accoiint 0 $ Ca rOMMFN ,,ED T_ Balance Due $ .wlmrse.Y.Yo pm w � _ 1..�✓ - L I Ty OF I WiOit) kF,U.- I PI 1-11, r-44YMF N T Rh t,:I-I P'l NO. UIRCK AMOUNT s 00 NAMV; : MOSTERTEI.M SECURITY CASH AmuLjN,r 2 0). OVA ADDREsb : SERVICES INC 1:41YMENI DAIIz 10, f,,95 PO Box 995 SUBI)t V I S I ON E61"ICADA OR 97023— VIMOACISE OF PAYMU N'r AMOUN T PAID PIMPOSE OF Pfl'eMFNI OMI JUN I Pf4lis LLJI'l TRIC01. I-I-f*?M I I AM. (40 q'i . RIJILD lw-,FR 2. 00 F-J-C 95--0494 TOTAL AMOUNT PAID 4e. 00 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-C-Phone): 639-4175 Business Phone: 630-071 Inspection: <__ 1LJ`L Footing Susp. Ceiling Sprink. Rough-in Appo'Sdwlk 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. Underilr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: U .— Time: AM PM Address: Builder: �_) AJ (7) [� J_ � O- THE FOLLOWING QORRECTIONS ARE REQUIRED: ADI,4yw r Inspector: Date:fC7- _APPROVED _DISAPPROVED APD SUBJECT TO ABOVE ____Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Plione): 639-4175 Business Phone: 639-4171 Inspection: _ Footing Susp. Ceiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab <1 ech�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 ramin@ ('' 1Plumb. alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: L U l� 7 l/-� Time: AM PM Address: Z -,�- 3 2� ��--Y1 L�� ►1 Builder:i 5! ( f Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: L -- --- ---�- Inspector: _ �' Date: —_APPROVED DISAPPR,O,/VED _APPROVED SUBJECT TO ABOVE Off` ak For Reinsp. �\ d CITY OF TIGARD BUILDING INSPECTION NOTICE Inspertion Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: n !3t-�V s /�G . Footing Susp. Ceiling Sprink. Rough in �Ap�pr/Sdwlk Foundation Plbg. Underslab l �ilech. Rough it ,--Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-inq�(j FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain rumin— r� -Plumb. Alarm Water Line Insulation -Mech. Underf!r InSUI. Shear Wall -� -Elect. Date Requested:_ Z U Time:_AM �_PM Address: L. -_ 2 tee ) Builder:__ _ Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: LUZIV � � Utz Q _ - C - - - fa �- -� vv\a S Inspector: ,� Date: `f —APrR:?VED jXUISAPPROVED _APPROVED SUBJECT TO ABOVE bLall For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sclwlk 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. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: Builder: Peri fit THE FOLLOWING CORRECTIONS ARE REQUIRED: �� Z L Q4- s - -f -���_—►moo►-,,,��' �. ,�-s %-e s Zr Inspector Date: V J � _APPROVED 04�ISAPPROVED _APPROVED SUBJECT TO ABOVE �z J� lkCeii Fur Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection. Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Roug)-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 -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address:_ Builder: Permit #: (Ij �t7, THE FOLLOWING CORRECTIONS ARE REQUIRED: ( N --c-CID -- 1 , �- GL Inspector._ `� _ Dalo: ZA —APPROVED SAPPROVED _APPROVED SUBJECT TO ABOVE 4�all For Reinsp. t � l CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-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/Beare Mech. San, Sewer Gas Line -Bldg. Plbg. Underiloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: _ Time' AM PM Address: Builder: _ Permit #:Cj4�- THE FOLLOWING CORRECTIONS ARE REQUIRED: lj, 4 • �' � �` �;<�., U. � `lam`-L�-- _____�1��, 55-G __5 L S ce _ l o C' In.spector: _APPROVED L�SAPPROVED _APPROVED SUBJECT TO ABOVE all For Reinsp. GARD TICE Inspection Line O(R c'O-Pho e):BUILDING3 - INSPECTION usinePhone: 639-4171 `y Inspection: Footing Susp. Ceiling Sprink. Reugh•in Appr/Sdwlk Foundation Plbg Underslab <LAI")Rough-in / Fireplace Post/Beam Struct. Plbg. Top Out Elec. Hough-in FINAL: � Post/Beam Mech, San. Sewer as Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall / Gyp, Bd. -Elect. Date Requested- _ Time: AM PM Address: Builder. ( _ — Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: 1 Inspector:__�� ----- Date: CJ —APPROVED `DISAPPROVED KPPROVED SUBJECT TO ABOVE gC311 Fcr Reinsp. VI) I , , l/ Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # _ Permit # Phone (503) 639-4171 Date Issued L 1 c CITY OF TIC;ARD FAX 1503) 684-7297 Issued by TDD No. (503) 6Y4-2772 Inspection (503) 639-4175 1. Job Address: — 1 4. Complete Fee Schedule Below: Name of Development Arlington Ridge Number of Inspections per permit allowed ---, Address-123'.33 S.W. Ames Lane Service included: Items Cost(ea) Sum City/State/Zip Tigard, Or 4a. Residential-per unit + 1000 eq It or lose 1 $11000 1 1 0.0 Name (or name of business) _ Each additional 500 aq It or 37 5 .00 1 portion thereof f25 00 Commercial❑ LiResidential© Earn Manuf'dmfisd En 1125 00 _ E 'd Home or Modular 2 we Dlling Service or Feeder we 00 2a. Contractor Installation only. 4b.Services or Feeders Installation,Alteration,or relocation 2 Electrical Contractor D a v i d Sprecher E l e c t r i c 200 amps or Was ase 00 2 Address P.O. Dox 1085 201 amps to 400 amps -- 180 00 2 C;h Ne wee r , State OR Zi 9 7 1 3 2 401 amps to 800 amps $1 2000 2 Zip 801 amps to 1000 Amps $18000 Phone No. – over 1000 amps or volts $34000 _ 2 Contractor's License N0. Reconnect only $5000 Contractor's Board Reg. No.4 5 F 38 _ 4c.Temporary Services or Feeders Installation alloratron,or relocation 2 r Signature oSups. 2IOecS'n r 200 am or less $6000 2 �_ —� License No.. Phone No. 201 amps 10 aoa amps t7500 -_� 2 401 amps to 600 amps $10000 Over 600 Amt.to 1000 volts 2b. For owner Installations: see'b'Above Print Owner's Name 4d. Branch Circuits New,alterat on or extension per p&nel Address a)The fee for branch araults teffh City ---- State Zip Phase or service or wader he. 2 Each branch araxt S500 Phone No. b)The lee for Manch arcurta wifhmn rhe installation is being made on property I own which is purchase or eervke or wader W. 2 not intended for sale, lease or rent. Fest branch cirmil :3500 - 2 Each Additional branch circu4 $500 Owner's Signature _ 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (it required): Each pump or irrigation circle $4000 2 Each sign or aAline Irghting $4000 Signal cnrcuA(s)or a limited energy Please check appropriate Item end enter fee in section 50. panel,alteration or extension $40 o0 4 of more residential units in one structure Minor Lahala!f0) S10000 Service and feeder 225 amps or more System over 600 wits nominal 4f.Each additional inspection over Classified area or structure contaning special occupanc} the allowable in any of the above as described in N E.0 Chapter 5 Per rsryrt,on $3500 Per hour $5500 In Plnnt $55(ti) Submit 2 sets of plans with application where any of the above anply. Not required for temporary construction services. 5. Fees: NOTICE 5a. Enter total of above fees $ 185 .00 5%Surcharge(05 X total fees) $ —75 PERMITS BECOME VOID it WORK OR CONSTRUCTION Subtotal $ 1 Y4 .7T AUTHORIZED IS NOT COMMENCED WITHIN 180 JAYS,OR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sec 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal E COMMENC Fr' I ❑ Trust Account rx $ Bafence Due $ 194 .25 e.r?wnnc.-•..w�r•m ro �� ��I �/ L I IN' OF Tl 0ARD w HCfV�JVt-I Of PHyMj, 4Z) I f4 NAME a LKIVID 9PRI:...[,I4U�R L-I'LL-LIRIC-1- IMS11 11141111111 x 0. kilp fIDDRESS PIC) 1ALix 10815 POYMI-J-41 1,1411 a Ake 18,9t:j NEW-ftHU OR 9-111 3P-1 PURPOSE OF PAYM-M 14MOUN't 1,441D V'IJRP(Jt-;I- CIV PHYMkNI $4411 IN I I'l I I L) 1851. WVI 61 bi'll 1.1) PF P r. SW $44F.fi I_N ELL905-0460 (ITIOL AMOUNT' P11411.) 1.44. i?u,) CITY OF TIGARD BUILDING INSPEC'6".JN NOTICE Inspection Line (Rec-O Phone): 639-4175 Business Phone: 639-4171 Inspection: ... �J 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 Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: It 25 Time: AM PM Address: r Builder: E&e.Permit THE FOLLOWIf q�RECTIO ZS REQUIRED: _ �I - Af ^— r / 1 A r` r -T- Inspector: </ _ Date: PPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE "''������111111 _Call For Reinsp. �� r CITY OF TIGARD BUILDING INSPECTION NOTICE�—� Inspection Line (Rec-O-Phone: 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceilingprink. Rough-inq—Ik PP Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Top O Elec. Rough-in FINAL: Post/Beam Mech. San fewer Gas Line -Bldg. Plbg. Under!loor Rain Drain Framing -Plumb. Alarm Water LineInsu...!a!: on -Mech. Undertlr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: l�'/� ! S Time: AM PM Address: ( 4 l Builder: i - r'"` c _ S � �k4 Permit k: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: ��ff —' Date: ;TO A)_APPROVED ,DISAPPROVED APPROVED SUBJECT�� OVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE " -- Inspection Line (Roc-O-Phone): 6 9-4175 Business Phone: 639-4171 Inspection: � �`�� 6-1-V` Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace � Post/Beam Struct. Plbg. Top Out,, lec. Rough-in FINAL: Post/Beam Mech. Sam n.`ter )m Gas Line P.Idg. — CPJhg-llndadlooc— ' artDra' Framing -Plurnb. Alarm a Insulation Mech. Underflr. Insul. Shear Wall Gyp. Bd. �( -Elect. Date Requested: ' .5 Time: —AM _ PM Address: Z ,� �y( _�Jl r Buildei:_ Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: Inppector._ Date: PPROVED DISAPPROVED _APPROVED SUBJEC 10 AOVE __Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE 1� Inspection Line (Rec-O-Plwne): 639-4175 Business Phone: 635-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Ou4uwa Plbg. Underslab Mach. Rough-in Fireplace Post/ticam Structs bg. Top Out Elec. Rough-in FINAL: F'osVBearn ec J _San. Sewer Gas Line -Bldg. Plbg. Underfloor Hain Drain Framing -Plumb. Alarm Water Line Insulation -Mach Underflr. Insul. Shear Wall Gyp. Bd. -Elect. date Rejuested: ??���� Time:XAM PM Address:12_U_�?_ — — Builder:_ Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: �''�� _ Date: APPROVED __DISAPPROVED PROVED SUBJECT TO ABOVE ` r Call For Reinsp. l �1 -- CITY OF TIGARD BUILDING INSPECTION NOTICE / Inspection Line (Rec-C-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Coiling Sprink. Rough,n Appr/Sdwlk ation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plba. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Meeh. Underflr. Insul. ShearWal Gyp. Bd. -Elect. Date Requested: ��Time: AM Address: /�DF� 2., Builder. Permit 4 / K THE FOLLOWING CORRECTIONS ARE REQUIRED: 4cS1.1,4 r_J'UAC G���Tfl x�9i " Inspector:_ c Date- -APPROVED _DISAPPROVED le-*P ITOVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone). 639-4175 Business Phone: 639.4171 Inspection: ooting Susp. Ceiling Sprink Rough-in Appr/Sdwlk oundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plhfl I v Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underflo.: Rain Drain Framing -PIS nb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. .Elect. Date Requested: ;J144 �! Time: AM PM Address:_ 1 ' �?j � —, � '✓'YL -'� �,�1/L Builder:_ Permit f: THE FOLLOWING CORRECTIONS ARE REQUIRED: T �., �/ Inspector: s" Date: ��3 _APPROVED _DISAPPROVED CbVED SUBJECT TO ABOVE _Call For Reinsp. LY LA r LA 0 0 0 z N — .h MIN U mW � H h Q OG d1 J: W © Z Q1 V VI Odw •' N 1 + Ltl � f r etl rr fa or 0 N Ca b a d :r y� � fr r. �•--- , z c L --� 1 � ri•�l- 1 `a� 113:;:i PiCW 1 MITEK 11.1GUSTR I Eti , Tr_. r,--��r�H 1 rdp r�Ar,E,n01 ■=«�<A, C . E. S version > . 1}}�>■�-_=_ . ( 334859 Customer aeQs=' J Sp ne4t 17 g5G25 Mon, Ul 17 !6:56 : 11 1995 2 4 Truss ID R1 1 Quantity S 'Top Pitch . 12 Ca.1wr =_��aafassAt=�L.=�aw,■aw=•c=�e•-_-n .� CMORO BOTTOM CHORD WEBS REACTIONS SIZE • ST -a`INC.1.2r•�01 7-8■ 1250 3.1.•1507 APPRQVED FOR MITEK INDUSTRIES . 2 'is 0 �s-1�34 5.50 8.9n 890 3-9=•781 5tl 1 .1234 5. 3-4=-1300 9-14 1250 4-9- 492 JUL 1 8 1995 4.50.1300 4.87 492 5 &V 0 5.8:-281 4.10.301 5 7■•1501 orr CHORD SPLICES:4l•9%3XA: r- O r 6.1 1 -1 1 6-1 1 -+�-' 6- 1 •�--h�� • Y 4+4 y♦�'1A.1 �! ��bON 1; 3>Sa 314 1 � 4x4 •u�c,� _ - 2��wE 10xio 1oxio 9-2-11 HL •TV R. HL TO PK IFT HEIG T: 0- 10-2 SPAN: 27-8 RISE : B 10-15 RIGHT ESIGHT: 0.10- ■n�-=- �At)ING (Pup) MAX STRBSSfiS - -MINIMi1M GRADE OF LUM�LR L D TOP 3-4.0 . 772 TOP CHORD: 2+4 No , 1&Btx GR OF �-p 28 7 8017 7-8a0 . 530 DOT CHORD; 2*4 NO .11x8tr Gil L D - --- 10 LL aEFL.®980 . 06 c L/240 WfiBS : 2*4 STANDARD c 'i � ^_L =aac`.::asr=•-.err�___e==-__- -Is\Maa/1a�TartrrraffYwwva==sff=x- CR. INC. : LUMBJ= 1 . 15 PLATT , 1 . 15 -- SPACING • 24 . 0 in . o . C , 3PETi'M VE STRESSES USED NO. OF MEMBERS - 1 ILECTION(IN.) L.l■ 0-06,0.I.O Oi,T.t-0.09 ITFS ARE 14I1FK M20-186,147 MANUFACTURED FROM ASTM A 44A Pb A CALVANIIFO S'IIL(EXCERT At SNONN) IIE M111;T fE INSTAL140 cN EACH FACE OF JOINT, S"MMITRICALLY(EXCIPT AS S4WN)OESIDN CONFORMS V1TN NDS Dtf10N yPltt, UfC 1C80,TP1 91 5 DF9I14 IS FOR TRVSt FAF1u:CATlON ONLY.FOR-010PARFUT AND T[MPORAtl- gaAc:kG(WM1CN IS ALHAYT AfOD)CON;ULT IILDG ARCHITECT Oa FNGINFER. XL 16 '?5 10'.3.'' FLOP{ N 1 TEl" I NPLISTP l ES TO TECWi 1 t Ib PRI-j .0E12 �rrC«<A .C.E. S Version / . 1J»>rvel===aan=aa ( 334860 1A�=a=aacaaar««�'ECNA>>>>, Customer DWD-5425 on Jul 17 16 : 56 : 15 1995 roject # . 1974 Truss iii RIA Family # : 104 pan 27-8 Quantity 4 Top PitCh . 7 . /12 vS==aarw•wz==_=nrrrCaas=xffi===a�rrecc==a=====.arra_•=..-_o=ar ��=_=�===carrrrxarra-rr TOP CHORD BOTTOM CNCRD WTI% REACTIONS SIIE APPROVED TOR MITIX INDUSTRIES INC. 1.7r-?17 7-a• 1250 3-1=-1501 1.•1150 5.50 1.30 0 0.92 aloo 3.9-281 7-1234 S.SD JUL 1 8 1995 3.40.1300 9.1. 1230 4.9. 492 4.50•1300 4.8: 092 5 6t 0 5•a:•2b1 6.1:-)01 S 1=•1507 J, .OTT ENORD SPLICES:E-9.3X6; ol OIN 27 5-114J4 4& 6- 1 exrroon 3>�4 3J4 JK4 3x4 2x4 wrl-trE 4UJ 4 314 314 1dX,o 7 tu)(10 9-Z•t t Y-- --- 0-2-11 HL TO PK ; 16-0-3 R. HLTO PK : 16 -0 3 ,EFT KEIGHT: 0-10-2 SPAN-. 2'1-8 RISE: 8- 10- 15 RIGHT HEICHT:0--10-2 .rrrrrrrrr.arwrr•rr�n=rs-a�=====_-'===-sasc�ti:tewee:�ztmiMUrrte--_:•r�errs:rs-rrtr=_r ,OAVINO (PSF) MAX STRESSES MINIMLYM_QRADE OF Lr SR pp $L L T8�7 14T 3-4-0 . 772 TOP CH0 :2+4 No. tr CG}R� DF L ;OTT' 20 7-0 LL .DEFL,(0*0506 < L/240 30 WEBSCHOFtD:2'4 No.5TAMARD Jit DF-L rrrrrrrrr.rrrrrrrra�fiAraferarrc-s===== __�_`•-_______=:=:fficcac�ar�rraac¢xc==-rsarr TP . TNC. ; LI MB - 1 . 15 PLATE a 1 . 15 SPACING, 24 . 0 in . n c tEPETITIVE STRESSES USED NO. OF MEMBERS r 1 .r� EFLE0I0N(1N.) l.l• 0.06,D.1•O.O�,t.l=�.U9 LATCS ARI MITIK M20.166,147 MANUFACTUM $ROM ASTM A :46 GRO A QALVANIIED STEEL(EXCEPT AS SHOWN) LATF "LIT AE TNeTALLFD nN EACH FACE OF ,JOINT, $Y"FTRICALLY(IKCEFT A9 %%0A^)DfVa4 CO VORNS u1TM MI]S OTSIOW SPfC1l, UIC•iC►0,1!•1.9, WIS DESIGN IS V00, TRUSS FAB91CATTON ONLY.FOR.PERMAMENT AND TR ORARY IRACING(WNICN IS ALWAYS 01W)CONSULT ILDG ARCHITECT C1 INOIN11A. JUL 1 e '95 10:40 FRAM M I TEI; I I IDUSTP 1 ES TO TECHA I i iD PAviE•O C. E . S Version 7 . 1»»-__•_______- 1 334861 ] �_-=�•�-z===c:ccTECNA»»a== Customer DWD-5425 Mon y7ul 17 1 5620 1995 project 14 : 19'74 Truss ID G1 Tm1itCh111Z Span 27. 8 -- _ Quantity op P _acso- TOP CHORD IOTIOM CHORD WEIS AEACTIONi Sllt 1 2. 2151 7.44•3173 9-10■ 0 2.14; 2740 6.12'-Ul 1. 2344 5.50 2.3' 3173 8.98•2151 10.11. 2741 3-14. 146 4.11* 715 9.•2383 S.SD 3.4. 2773 11.12= 2395 3.13=-418 7.119•418 4 5= 2140 12.13. 2395 4,13a 715 7.104 146 5.4*-2140 13.14. 2741 4-12.681 6.10= 2760 ��gt0. �, 6.7-•277'1 14.1r 0 5.17.• 1861 0. ,4,Oa ,�•LG W��� 1OTT CHORD SPLICES;13'1"54; PATE OFFSETS (X■LEIT,Y-TOP):(i2■4,21,I14■3,1.5„O5■2.5,21,U 6•t,1.5],(je=4,2),(110■},1.51•(i12.4,2.5),fj1 25,7{� 1-0 4-7-5 23-0-11 44•-5 4-7-5 4-7-5 4-7-5 4-7-5 s 7- 1Y bON01� i 3>5 315 3v 3J4 7x� 40 h-4-� — r 4-7-5 4-7-5 4-7-5 4-7-5 4-7-5 L RL TO >i�K: 16-0-3 R HL TO PK : 16-0-3 UFT HEIGHT: 0-10-2 SPAN:27-8 RISE: 8-10-15 RIGHT HETGHT: 0-10-2 am a 4i"am.sr-=G=====C===7Ld!-•'�0•a a a MUM WE NO&*A ON YAM■1■tA OWN ON= LOADING L(PSF MA TQJ ST2-3-0 . 480 TOPIEHORD:2*4 ONOL1&Btf GR DF-L TOP 25 7 BO'T"I' 13-]4>y0 . 542 BOT HORD:2*6 No.1&Btr R DF-L AOTT 0 10 LL.DEFL,.(m12r0 . 11 c 1'!240 WEBS - :2*4STANDARD GR DF-1i - .�-- _-=1:=C=======Q=M S=_ Sal Y�lw�■Iw■�ww7 tit R�■�C+i_�__==== .;:T======_ CGCG I■wre11■'�Iati�/i 2.. REP.4,TIjTIVEL57RESSES1NOT ISRD- 1 15 NO . OFyMrMRFRS�in . o c .rA LOADING STRESS INCREASE LOADING PANLL(OLF) / JOINTS(LIS) LUM11R PLATT TYPE 1 1.IS 1.15 UNJIOPM Z• 4■ 64 9 i• SDC K0: Z 14, E 10 10 AC 2*4 No.196tr CR Df L - wEi 4.12; 6.17 BRACED at 1/2 MINIS AS SHOWN ABOV1 NoteTualf 124 or 783 C6nt.8ratln9 corA.0/2.8d na(Is,or T•brore of varve vire and p•ede as web conn. to narrow taco 'w/10d rails 6 In, o.c NOTE: PACE VERTICAL STUDS IN ACCORD/OCE WITH THE STANDARD GAIL[ CND DETAIL, Como. it/1X4 PUTFS AT CACN IND. Dt/LP.CTION(IN.) L.1.5 0.11,G.1-0.07,T.1'0.14 PLATER ARE MTTCR M20.186,147 MAuUFACTURao I" AVID A '•-6 080 A MI.VANit[C STEEL(EXCEPT AS SHCMH) ►UTE MUST BE INSIALI10 (10: EACH FACE OF JOT NT, S7TIME1RiCM_5-1(T1CIPT AS SHONN)DISION CONFORM= Y(TR NOS OLSIGN SPECS, Ar, IC40,113I 91 ?"I$ DIS16m IS FOR iRUi; IkIRICAIiON ONLv.fOR PERMANENT AND 11MPt1RJART IRACIRB(WHICH IS ALWAYS R99D)CONSVLT ILD* ARCHITECT OR 1NGINEER. 7OU-1 TO TECraa 1 N[ PATE.npa customer E . S Version 7 . 1.»>_��__-���_�.� � 334862 j ---3�srza-av-e<<<TECNA»»=-- . DWO-5425 Mon Jul 17 16656 : 26 1995 ProjeCt; 4 : 1974 Truss ID R5 Family i# 1 7 Span 32-6 Quantity 9 Tap Pitch 7 . /1.2 TOC GHoRO BOTTOM CHORD 4E14 cREACTIONS - SIZE 1-26-169 1-8& 0 9.101 1739 3.1--1879 7-101.156 1=-1533 5.50 2-3w 0 8.9••169 10.11= 1059 3.115.156 7.9w-1879 9w-1353 9.50 3-4+-1633 11.12 1339 4.11w-347J U L 1 8 199 5 4-5=-1633 9.11. 739 5.6E-1633 5.10= 739 b 7=-1633 6-10■-347 M32't $OTT 040110 IPLICES 10.1103X6; 3 21-e Z7-.1 -6- 5-b 5-5 5-S 5-S S-S 5-S ORF.(k)N 4X4 $ *tr'1NO'� 1Xd 1X4 4 /r 3x4 3X4 a 3K4 2 2%:4 (jj"GF 1,0 to axe 3X6 10Xio , 10-1 10 tp 10-10 L. HL TO PK: 18-9- 112 R. HL TO PK : 18 -9-12 LEFT XSIGHT: 0- 10-2 SPAN: 32-6 '2ISS : 10-3-14 RIGHT HEIGHT: 0-10- 2 w/o ftwuwwwwww- _4= .C=7�/w7�7AT.�sI�!'1 ws S'�G_ -- -Cw-wwi■waww ww-rw:f.ww...www--� LUADING (P9F) ^ MAX STRESSES yMINTMUM GRADES OF LUMBER L D TOP 3-4-0 . 406 TOP CHOR.0: 2.4 N0. 10tr GR DF -L 1' IP 25 7 BOTT 1 -0 • 708 R T' CHORD: i•4 No. 1&Str GR DF-L P817, 0 10 LL.DEFz .t>�10-0 .06 < L/240 WLB9 : 2+4 STANDARD GR DF-1r wwMw-+■wtawewwl�-w�awwwM>rwtz==�� ❑�a=---_-:^a=�ocpaawwwwwwwwwwwwww STR . INC . : LUMB - 1 , 15 PLAT; - 1 . 13 SPACING • 24 .0 in. o, c . REPETITIVIE STRESSES USED NO. OF MEMBERS = 1 ,r+ DEFLELTION(IN.) l is O.o$,O.100.OS,T.I=0.13 PuU IS ARE MITFK N10.186,147 MANUFACTURED FROM ASTM A. 446 ORD A OALVANIZID STEIL(WEPT AS SHOdw) PLATE MUTT BE IN$IALLID ON EACH FACS OF JOINT, 'TfINITR)CALLY WCEAT AS SHOWN)DEStGN CONTORMS YITM NO$ DESIGN IPICR, U/C•1C80,TP1.91 .F l It DESIGN 15 FOR TRUE! T.�$RiCAT10a owIYOR-MAANINT AND TIMPORARY IRACI4G(VN1CM IS ALWAYS REOD)CONSULT $100 ARCMIIICT 00 14014IF4. I LL:41 FRID11 !1 I T E1- TO TEC,'lA l l lEj r'AGE.005 VerSion 334863 Customer : DWD-5425 MonJul 1'7 16 : 56 :30 1995 Pro]ecc ?# : 197BR 4 TXvs ID 7 Family # 104 Span 24- 10 Quantity 4 Tap pitch 7 . /1.2 _ -ata=www.__--ca�wc=nsea�■wsec-ct=-.wc-=.-_Asa,-_-==�osserc=�seaar+rc-,=s:�sar�e--w._. 10P CHORD IUTTOM CHORD WEII REACTIONS SIZE APPROVED FOR WEK INDUSTRIES INC. 1.22.278 1.8. 1103 3-1.1337 1.-111$ 3.50 2-3• D e-9- '92 $-9x-243 7-1115 5.30 J U L 1 8 1995 3-48.1152 9.15 1103 4.95 432 4.50-1152 4.8- 432 5.6a 0 S-8=-243 3.7=-27$ S 7a 1337 0 BUTT CHORD SPLICE5:9.10=3x6: L 1 G,'7i• '-a- -'4= -- --- -t +14 — �-Z-A 8- -a 5-?-8 - • �LY'OOK 4X4 RtoONII� 30 3,4 �K4 weW 3x4 3114 314 , 10x(0 10x10 L. HL TO PK: 14 -4-2 R. HL TO PK : 14••4-8 1,EFT HEIGHT: 0-10-Z SPAN: 24-10 RISE :8 - 1- 1 RIGHT HEIGHT: 0-10-2 -=V========mmswxl� =noosMrrrra��lMr�xnwrwwrrrrw.eerrsr..rer�t�rrrrrRSn�rrrRreerwwa.-- LOADING; (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4w0 . �61 TOP C34ORD: 2,4 N0 , 168tr GR LTF-L TOP 25 80TT 9-1-0 . 440 SOT CHORD : 2.4 N0. 1 ggtr G BF-L BOTT 0 10 LL.DEFL.®8 0 . 04 < L/240 WEBS : 2"4 STAN AR.D G AF-IL STR INC. : LUMB w 1 . 15 PLATE a 1 :15 SPACING • 24 . 0 in 0 . C . REPETITIVE STRESSES USED NO . OF MEMSERS - 7 1I0LICTION(IN.) t.l- 0.O4,D.1-0.03,1.(=0.07 IIATFS Alf MItEK M20-186,147 MANUFACTURED FROM ASIM A 44A GRD A WVANRID SIEEI(EXCEPT AS SM(XON) OL.ATE MUTT 11 INSTALLID ON TACH FACE OF JOINT, SYMI(ITRTCALLY(IXCIPT AS IMOWN)DISI011 CONFOP.MS WITH NDS DESIGN M Ci, uIC ICI0,iD1 of FNIS DESIGN ?S FOR TRUSS FABRICATION ONLY,FOR-PIPMANINTAND TWORARY IAACING(WHICM 11 ALWAYS RIOD)CONSUIT ILDO ARCMITICI OR INGAIFIR, ?t-IL lE' FRphI HIM,' T!' 1 ESI IFI (IID F AraE.nflr Version 7 . Cus Omer - - ( 334965 Project 19Dg5425 Truss - xD 5E7 Mon Jul 16:56 :42 1995 Span 24-10 Quantity I P P T /12 ■=_=a��ir�-ate== ---_. O itch 7 . ss•--r=__. star:..--a==tee:-ve--�=a.--ter_-- TOP CHORD 30170M CHORD vCuS -- 1-2--278 7•8a 1103 REAC115 5.50SIZE APPROVED IDR NIIEK 1NOUSfR(FS INC. 3 1=•1331 1.1115 5,50 2.3n 0 8-9. ?VZ 3-9=•243 7= 1115 5,50 3.4■•1152 9-Ir 1103 4-9s 432 JUL , S 19gS 4.53.1152 4.8•- 43Z 5.6= 0 5.81-243 6••l■-278 5-1a 1317 ?OTT CHORD SPLICES-9-10-3Y6; 3X4 `� 3 x 4 3K4 :I 2.41 r►jGE 314 J14 � e 10X10 2x4 4)E;J(76 10x10 24-10 e-s-� —•--� a. HL TO PK : 14 - 4-8 R. HL TO PK : 3.4-4-8 .RFT NPIGHT: 0-10-2 SPAN:24-10 RISF, : B 1-1 RIGHT HEIGHT; 0-10 -2 ■13��1■•raw■ ..sr.rw�r:e.■.:.;-_�-----�_ __-____-_- �=n■.eaa�rssrers■sre■s--.■■�-•--•■ AD NG (PST) MAX STRESSES - MINIMUM GRADE OF LUMBER L D TOP -4i0 . 56i TOP CHORD: 2*4 Np. 1&Btr (3R DF-Lo i'QP 25 7 BOT'T - 1-0.440 BOT CHORD: 2*4 Nv . l&Btr GR G -L 30`I'T 0 i0 LL.7RFL.08.0 • 04 < L/240 WEBS : 2*4 STANDARD ,R D -L U1vii ila wN7=7■am F -�.re-eeea■■.■�etat...v.. ----- _----- x-c---n�sa==� 3T , N • UMa 1 , 15 PLATT 1 . 15 SPACING • 24 .0 in. p• -C. 2EPETIT[VE STRESSES USED NO. OF MEMBERS - 1 .►+ Wifl: IRACF VFRTICAL STUDS IN ACCORDANCE WITH THE ITANDARD CAM IND PFTAIL, CONN. V/1X4 PLATES AT TACH IND, UL FCTION(IN.) L.L• 0.04,0.1=0.03,T.L+0.07 'IATES ARE MITIK M20-186,+47 MANUFACTURED FROM ASTM A U6 GRO • GALVANIZED STFFL(EXCEPT AS SNOWN) tLATT MIST IE INSTALLED ON EACH FACE OF JOINT, SYNlIETRICAI_LY(IMPT AS SHOW11)DI9ICN CONFORMS WITH NDS DESIGN SPECS, UBC-1C110,TPI 91 'HIS DES(CN 15 FOR TRUSS FAIRICATION ONLY.FOR PIRMANENI' AND TEMVORART P*AC(Nr,(MHICH It AIWAYS RF00)C0NSULT IL66 AR^N: iCT OR ENGINEEO , r p T� TE�_FIA 11 l;i PAr,E,00? FAi)11 IIITEI, III�uSiIE'-� =y ( 334866 j56A49y1995 version 7 . I»»===�"R=-:-- Mon Jul 17 1 Gus�amer DWU-5425 Y 4 Truss ID R4 T�mi iC#•h;...32�1�1 . .r Span 3274 quantity 1 _p- �.rr�e7trs -6 ..�..- z.•.r-_,�:�rr.=s== =o�•==''-- -" REACTIONS SIZE MOD °UT(OM CHORD �2.131bTOP ME°'10.11. 0 16-1. 0 2-16. 1619 5.132 a 9.11- 1619 10=11353 5.50 1 3-1611-171 6.13-•364 2 3 .1849 8 9. 1849 ,1 12= 1552 3.15•.56 7.13• ,,►28 3.4--1801 9 TD2 1316 12 13= 1552 4.15= 120 702- 124 4•y2 2101 ,� ," zlu, 6.1.., ne 8.122.50 JUL 1 8 1495 S-6—Vol ,4 1551 ; 14. 164 a 11• tv1 6-T=-21G1 15 10 ,s9a OTT MAD L(%tS%14,Y•TD►6 TTEOMITS :Ila=4,Z1,IJ4•4,2.51,',/■4,a.51,I19'6,2),[111s2,2.51,t1t6s5,2,5), x-t if 7- 3-1� J-.1p 5 9-3 S 7-7 S-9••� 3-10 3-t0 BRAC[ RUT PART OR T.C.jaIN O.C.FR47-4.10 ORROft1N DONO bxe 3x 1X* A � ° GKa --- - 30 tpxt0 15x15 14 13 12 1 1 ,a ` 4X7 3X4 3X4 3X6 3X4 4X2�E � vE 2K 3�u� 32" 7-a-1 + 4- 2A-B 7 t 4 -t _ �-1 .� _1 3-10 3-10 9-7-7 5-9-3 3-10 0 LL ILL TO PK Q-10- RIGIi� TO PK g-10-2 LSP': HEIGHT.O-10 SPAN:32-6 RISE'9-1-1a H HEIGHT- -1 _ LOADING•- (PSF') MAX cSTRESSES y �wr� syMINIMUM�GRADE tOF�1-UMBER 25 pp 4-5 0 ,470 TOP CHORD : J*4 No. 10tr GR DF�-L T p "1 gOTT 13 -14=0 . 439 'BOT CMORD! ll*4 No. 10tr GR DF-L 04T 0 LL DEFL-01300 . 10 Li240 WEBS : 2*4--STANDARD-OR DF-L II zrae..=��er�rrs_-==�-�-_---=---er.sea:sRerr/=-:=__=.._-Sa- - =zax�srret■ R pt+TTTVELSTRFSSES 15 USED PLATE 1 . 15 1 . 15 NOAC FGMSNBERS in . O . C . .w ?EtL(CTION(lN.) L.L• O.10,0.1'U.O1,T.L=0.17 PLATES ARE MITEK 0120•I M,TR7 MA4UFACTU015 FROM ASTM A 446 GRD A GALVANIZED ^+TEEI WE07 At SNpd) PLATO MUST if 143TALLED ON EACH FACE OF )DINT. SfWI TRICAl.1.Y MAC►PT A9 9NOWN)DESIGN CONFORMS WITH NDS DESIGN SDECS, U9C•IC80,TP1.91 THlil OESIGy 11 FOR TRUSS ►ARRICA-10N ONLY.FCR RERMANEN' ANO TEMPORARY DRACINO(MNICH 19 ALWAYS REOD)CONSU:1 ILDQ AR' IITECT OR ENGINEER. r-PLY! r11TE1•. IrIG1_i;rFIE-T, Tri 7F.ANN R*<<<<A. C. E . S Versjol, . 1�]»�=�3.=.�__■,■ CUStcMer : DWD-54 5 ( 334857Pro3J �r=_s...=3=w«<cTErNAa]a]waa span 32-q 'Truss IL R3 Mon Jul 17 16 :56 : 54 1995 Span 32-6 Quantity Farkd ,fig _ Top F tch ===• r=.r-=- TGV CHORD POTTOM CHORD `' -`_"w-" =sss■s.r -=-yzw�wwa�_a-c 1 ).•-1316 7 tl■•1t;01 f0.11s 0 16.19 0 HEIS REACTtOM3 SIZE - 2.1'-1649 a 9*•1849 11 12- 1546 3-16, 1919 6 13.•3hc 39 0 �` 1° 1619 1= 1353 5.50 3.4••1601 0 10 .1316 12-13. 1!!2 3-15=-56 7.13a 72tl 10=•13S3 5.50 4.6:•2101 13-14: 2101 4.151 129 7.12■ 129 5-6a 2101 14.1!■ 1571 4.14. 726 4-12-566 r=•21J1 16-16= 1596 ! I4- 3d4 8.11--191 J U L 1 8 19?5 IT CHORD SPLICES:14.15t5X6; ATE OFFSITS (X■LEFT,Y.TOr):(i2■4,2),(j4■4,Z.7),(1T.4,7.lI,IJ0�6,2),[j11■2,2.3), (i ib=5,2.5) Q I.Jzl Q +3-BOT 3 - 4 ■i.�3-10 Q _---15 � 3-10 BRACT FLAT PAMT OF T.C.Q-4IN.O.C.V-9,JT_�.TOJT ORXGM v4IV. 11,1 I X4(TIO ��otva SXA 3X4 1X4 • ! 1 7 6x0 3X4 3X4 e 10Xt6 toxto 1 4X7 3X4 3X4 3X6 3X4 4X7 'e ,-t�0 _� 7-e-t t J- 4 —T _ 12-0-12 24-9-13 - _ 3-10 3-10 5-1-3 5-7-7 5-9-3 •t0 3-10 FTLHEIGHT:O 10 2 SPAN- 32-6 RISE: 7-11-14 RiAT HEIGHT:0-18-2 rss=:xar.err.rMr.rrwl�.�l..smS�===-=�E=�7=�*wmrrarrwlas■r�Arwmwwa■iwrwrrrrn:swrra=a ADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0 . 470 Jpp CHORD: 2*4 No 1&ELtr GR DF-L P 25 7 BOTT 13 - 14=0 . 439 QT CHORD: 2*4 NO. 1&Btr GR DF-L 77 0 10 LL.D&FL .213_0 . 10 < L/240 WEBS 02*4 STANDARD GR r)P-L �\ww-.rwrrn�wre.��.w�Nl■wwt+vra-±3=-=--�.,SLS:MsMr1� C7fll�•��.�ftl��a.RCrt ;. INC. ! LVM8 = 1 . 15 PLATE r 1 , 15 SPACING • 24 . 0 in. o . c . ^a PETITIVE STRESSES USED NO . OF MEMBERS = 1 .*A ,ECT[ON0 4.) L L- 0.10.D.Lon 07,f.L=0.17 M ARE MITFK M20.166,147 MAHUFAC*URID 'ROM ASTM A 446 CRD A CALVAN1110 STEEL(FXCEPT AS 14 WN) TC MUST PE 1NSTALLF0 GW EACH FACE O' JOINT, SYNNOTRICALLT(INCEPT At 1THOAIN)DESICN CONFORMS WITH NOS DESIGN SRF.S, UBC-ICIO,TPI.91 I, DIS10W IS FOR TRUSS F4001CATIOO OWL" F(A OfRNANW AMP TEMPM V e,UCIVO(4HTCH 1! AWArt RR0D)f0WtUIT RLD(: AR[NITEGT OR RNf:1NFRR, P-L 18 IU• FF'1011 rI I TEI• 1 HL) i;TN 1 E5 Tf'=1 PAr,E.110 z�Cr[<A. ' . . S Version 7 . 17?>>=wwawvsz===1 ( 334868 Customer DWO-5425 tion Jul 17 16 : 57 :00 1995 Project # 1974 Truss ITO R2. Family # 324 Span 32-6 Quantity ; 1 Top Pit'Ch 7 . /12 TOP CMORD BOTTOM CNORD WFYS REACTIONS SIZE 1.2■-1316 7-8--1$01 10.11= 0 16-1= 0 2-167 1619 5.132 0 9.11. 1619 1■•1393 5.50 2-32-1849 8.0=-1840 11.1?v 1598 3-16.•191 6.130•364 10*0353 5.50 3.4=-1801 9.10+-1316 12.13. 1552 3.15••56 7.13. 128 4-S--2101 13-14r 2101 4.19. 129 7.12. 129 5.6.-21C1 14-15- 1552 4-142 728 8-12=-56 6.1■-2101 15-16. 1598 5 14••364 8.11x•101 NOTT 0000 SPLIC91:14.15-;N6, PLATE OFFSETS lx•LEFT,Yr1Ov1•(j2.4,Z1,114■4,2.51,I17.4.2.51,(j9.6,Z),[i 11.2,2.51,1116■9,1.57, OA,�ti�w 012 ..7.4-•2-t5 �8-0 3-10 3-10 5-9-3 5-7- 5-9-3 3-10 3-10 r n \�pl BRACE FIAT pAA1T Of T C. IN.O.G. Fit.JT_'�,TDJT 6x6 3x4 1x4 B ��g 3x4 J e 10x1A 1fix 10 z � 1� 15 14 13 12 11 ' 4x7 3x4 3x4 3x8 3x4 4x7 10 F-�---- =-�--+- ! 'g-4 - -1.2.__�.�.. �-1 ja-1! J2-1L_1 3-10 3-10 5-9-3 -7-7 5-9-3 3-10 3 .10 1,. HL TO PK: 9 R. HL TO PK : 8-10-9 Y,7FT ME!GHT: -10-2 SPAN- 32-6 RISE: 6-9-14 RIGHT HEIGHT:0-10-2 =z-- - .cmrsrza-'�-. .. -_e=- -- - -- _-___��__nxa��=sa-wee■■R�-------��.fffww--sr.wr-r�- LOAD TN(I (PSF) - MAX STRESSES- - MINIMUM GRADE OF LUMBER L D TOP 4 -50 , 470 TOP CHORD: 2*4 NO. 10tr GR -L TOP 25 7 $OTT 13-14,10 .09 BOT CKORD: 2*4 No . l&Btr GR -L BOT: 0 10 LL.DFFI -*13=0 . .1.0 c L/240 WEBS :2*4 STANDARD GR DF-L za�aa�v-=7�L�Li1■o=v-- asc^ R bwccfl-� - _ zz C_SSxc .�fRRzrRfz=--=ti.: cww��rrr-��tzfl K POIM T ZVETJSTRESSES1USED,'*T8 1 , 15 NOO . FGMEMBEA in. o . c . 5 ,M► OFFLECTIOW(IN.) L.l' 0,10,0 PLATES ARE 141TEK M20.186,147 NANUFACTUREO FROM ASTM A 446 ORO A GALVAN12E0 $71EL(EKCEPT AS IHOW) 7(Aft MUST IF INSTAl1E0 ON EACH FACE Of JOINT, SYMPFTRICAL LY(EXCEPT A$ SN0IN)0f3'GN CONCORMS WITH NDS OFSIOM SPECS, USC-ICROJI)l 91 TNIS OESIGN 15 FOR 'rRUS5 FASB:CATION ONIY POP pNNMANENT AND TEMPORARY ERACING(WM{C4 IS ALWAYS REOO)CONSULT ALOC ARCHITECT OR ENGINEER. . MASTER PERMIT CITY OF TIGARD • i='G�Rt+1IT #. . . . . . . : M7T��5--076 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 07/18/95 13125 8W Hrn Blvd.Tigard,O►sgon 97223.8190 (503)839.1171 PARCEL: 2S 1 1011B-03600 `.S ITE ADURLSS. . . : 12�L3.a �W HML:� LN ! SUBDIVISION. . . . : ARLINGTON RIDGE ZONING: R-3. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :013 -______--_._...._-._._________________ BUILDING REISSUL:MST94-9107 DWELLING UNITS: 1 BASEMENT. . . . . . . . t.0 sf' CLASS OF WORK. :NEW BEDRMS:3 BATHS:2 GARAGE. . . . . . . . . . .645 sf TYPE OF USE. . . :SF FLOOR AREAS- _____._._.___. REQUIRED SETBACK5--------•----.-- TYRE OF CONST, s 5N FIRST. . . . :2485 sf LEFT. . : 12 ft. RI GHT. : 12 ft OCCUPANCY GRP. :113 SECC'dD. . . :0 sf FRONT. :r-'O ft REAR. . :#28 ft STORIES. . . . . . . it FINBSMENT:O sf REOUIRED HEIGHT. . . . . . . . ..26 ft TOTAL---.----:24135 sf SMOKE DETECTORG. :Y FLOOR LOAD. . . . 140 psf VALUE. . . . . is 171174 PARKING SPACES. . : 1 Remarks : PATH I PLUMPING u1NKS. . . . . . . . . . : 1 FLOOR DRAINS. . . . :l BACKFLOW PRF_VNTRS. . : 1 LAVATORIES. . . . . :3 WATER HEATERS. . . : .► TRAPS. . . . . . . . . . . . . . ..0. TUB/SHOWERS. . . . :3 LAUNDRY TRAYS. . . : 1 Cr.TCH BASING. . . . . . . :0 WATER CLOSETS. . :2 SEWER LINE (ft ) . :0 GREASE TRAPS. . . . . . . :0 IiISHWASHERS. . . . : 1 WATER LINE (ft ) . : 100 OTHER FIXTURES. . . . . :0 GARBAGE DISP. . ..: 1 RAIN DRAIN (ft ) . :0 WASHING MACH. . . : 1 SF RAIN DRAINS. . : i. ___.__-•---.-_-____ MEC'HANICAI_ - -._____._.....__._____._._..-----____.. ..----_._.__- FEEr, - ---_._. i'UEL TYPES---------------- UNIT HTRS. . :0 type amount by date recpt /GAS/ / / VENTS . . . . . :0 9WM $ 180. 00 SW 07/19/95 - MAX INPUT:O BTU VENT FAN 7. . :4 SWM 4 100. 00 SW 07/18/95 TURN ( 100K . . :0 HOODS. . . . . . it BPRT $ 613. ,:0 SW 07/18/1)5 r TURN ) =100K . . : 1 WOODSTOVE173. :0 SPLC $ 50. 00 DO[',I 07/14 '95 FLOOR FUSIN. . . . :0 CLP DRYERS. : 1 P5PC $ 30. 65 SW 07/18/95 SOIL/CMP ( 3JHP:2 OTHLR UNIT3: 1 BPLC 4 5-1b. 00 SW 07/113/9 -AS OUTLETS: 1 PARI. $ 50?1. 00 CW 07/18/95 Owner : - _._._._________________...__._______..- -'- MF'R'r 1 45. 00 SW 0-7118/9` - DWD CONTRACTORS INC MPLC: $ 11. 25 SW 07/IC/95 - 11610 SW PACIFIC HWY MS1='C $ 2. 25 SW 07/18/95 - P O PDX 23454 2STH $ 195. 00 SW 07/18/95 - TIGARP OR 97281 P5PC 1• 9. 7;; SW 07/113/95 Phone a^ 639--6881 EROS $ 64. 00 SW 07/18/95 Contract or : - ._.-_-._- . -.._.__._._ .---_.__-_.----.----- --ERPC $ 20. 00 SW 107/18/95 SW DWD CONTRACTORS, INC ERPC $ 20. 80 7W 07/18/9'_T1 - P 0 BOY 23454 TIr= $ 1500. ;7)12) SW 07 /18/1)5) JIGARD OR 97281 Pham it. 639 6681 Reg #. . : 401 W3 ---------------._.._---______-_-._-___-.-_. $ 3482. 50 10TAL This permit is issued subject to the regulations contained in the ------- REQUIRED INSP'E'CTIONS - -•__._ Tigard Municipal Code, State of bfe. Specialty Codes and oll other Footing Insp Plumb Top Out applicable laws. All work will be done in rccordance with approved Foundation Insp Framing Insp plans. This permit will exp;re if work is not started within Lee Dost/Beam Str-r.rCt: Fireplace Insp days of issuance, or if work is suspended far more 188days. Post/Rearm Mechan Gas Line Insp Cr awl Drain Insulation Insp Permittee Signature : Plm/undslab Insp Gyp Board Insp PLM/Underfloor Rain drain Insp Issued BY : hicrr._hanir_a). Inst} Water Line Insp Cali for inspection 639-4175 SEWER eeNNEE.-UHSH PERMIT PERMIT #. . . . . . .. CITY OF T I GARD DATE ISSUED:. 07/18/95SWR95--0281 COMMUNITY DuVELOPMENT DEPARTMENT 13125 SW Hell Blvd.T19mrd,Oregon 97223.91 99 (503)639-4171 PARCEL. 2S 10BB-03600 3 3-� - I I—) TL (�J)DRLGI . . . ; 1,-, —1, SW LN �BDTVIGION. . . . : ARLINGTON RIDGE ZONING. P-3. 5 - OCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :013 ------------------------------------------------------------------------------------------ NANT NAME. . . . . A NO. . . . . . . . . . . F i'URE UNITS. . . : (:,'t-ASS OF WORN. . . :NEW DWELL I NG UN I TS. . : I T"YPE OF USE. . . . . :SF- NO. OF BUILDINGS: 1 :,,'STALL TYPE. . . . :BUSWR IMPERV SURFACE. . z :Sf mat-ks- PATH I jWner': FEES ------_._.______. OWD CONTROCTORG INC type amount by date t,ecpt 2 11610 SW PACIFIC HWY PRMT $ 2200. 00 5W 07/18/95 "23. 00 SW 07/18/95 P 0 BOX 23454 IN 5P $ T:0ARD OR 972,31 Ph,3ne #- 639-6881 "onty-ac-tor,: ---------- CIONTRACTOR NOT ON FII-E -----------------I----------------------- ",hone #-. 4 2235. 00 TOTAL Reg #. . -. REQUIRED INSPECTIONS This Applicant frees to comply with all the rules and regulations Sewer- Inspertion of the Unified Sewage Agency. The permit expires 180 day- fror the date issued. The total amount paid will be forfeited if the Areit expires, The Agency does not guarantee the ac-uracy of the !,;,de sewer laterals. If the sewer is net locatit at the seasureRent fjiven, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sower" Permit and the Ajency will in�11 1 .3 1.1ed By : Call for inspection 639-4175 Residential Building Permit Application City Of Tigard , '1 13125 Sint Hall Blvd. T,gard, OR 97223 (503) 639-4171 Jobslte Address: ` 3.3 1� " 13 ly Subdivision: +��Lln1G7o� ��+D�(� Lot # Office Use On � � � � Planck/Rec # ValuaUnn:4___/_L- _� 1 Corner Lot? YPermit # `i � '— ,c:' Fieissue of Flag Lot? Y q� t7 Map & TL # '._...� Approvals Req uirM , CJI Address: 1 71 '.x S V�. ` n� a '' F'I nninc �1 L�Qc- "1 7_2 Engineering Phone: (v Z� "-7 S Other _ y 11 Contractor: V,W.� �.(�1a"T ►C-`rU2�=��«!_ Items ReguIulred Address: _�'•Q, RDx Z 4-X5 Subror7tractc rs 2a_) t� i 2� �t _3•454- Tru.,s Det Us Phone: 7J` �� ' Iy r — - -- -- Other Contractor's License # 4 '2-C> ( D 4� lartacrr caps of current Ur gen li nae) Contact Name & Phone. 1�L `��l C,(;1��� (v'�`A -!"`Z3F,1 Subcontractors: Architect tEngineer:j ZK—EtAc, 100 Plumbing:.p rip I AI1A t 3�17n� Addre,;,;-. Mechanical: Q -7 1-►t _1 .,P,3f X12 v 7 12-5 (attach Z(attach copy of curreW OR ContrA ors License) Phone: JOB DESCRIPTION: � 1 1M --`�- k Applicant Signature & PAd1Ae nurr. ,r F,eceived by: , - ( w" '— Date Received: N VOROCOMOMMESAPP Permit 0 Accovat Description Amount Amt. .Jd. Bal. Due +� � 2 7�ldg. Permit (BUILD) �' 3 Plumb. Permit (PLUMB) Mach. Permit (MECH) 40, State Tax (TAX) yz (P s Bldg: 30,62 Plumb: > Mach: 1 1 Plan Check (PLANCK) Bldg: Plumb: Mach: l �� Sewer Connection (3WUSA) 22 Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) S uV s Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) u+� I Z i) Commercial TIF (TIF-C) _ Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntri Permit (ERPRMT) Erosion Planck/USA (ERPLAN) _ : Erosion Planck/COT (EROSN) � � :�► TOTALS: �� .� So /� CHICAGO TITLE, INSURANCE COMPANY OF OREGON 9900 SM OKI'UNDURO ROA D. PORTLAND. ORVOON 91223(303) 684-895,1 Date: November 10 , 1994 To: City of Tigard Flom: Linde Vandyke-ChIcaoc Tule Insurance Company Ref Arlington Rluge Subdlvlslori- liyard, Oregon Cost contributior. for eyxterislon of S.W, Goarde Lot Number; T,o t 1 3 , ARLINGTON it[DGE / Z- 7, 3 3 Q--y"n-e.; This Is to verity that for the above referenced lot, Bull Mountain Land and Development Company has paid the requiryd S1,42l25 cost contnuutlan for the extension of S.W. Gaardw At the Unna our office Closed the above referenced lot sale, $1,424.25 was withheld from the sale proceeds and is being held in escrow. The escrow account Is being maintained by First Amerfean 'rifle Insurance, Tanasbourne office, 2615 N,W. Town Centre Drive, Bealesdon,Oregon 97M5. For further Infonnatiin, please contact Jody Johnson at 646.0320. YaV � Escrow orrcer Chicago Title Insurance Company 9900 S.W. Greenbury Road Portland, Oregon 87223 TOTOL P.02 b0' d 800' uN ?b: bT SF, 770 63.E : QT -50-1Ar glance- worxsneec Address Y72;1,3 ;1,3 ox 'A calculations : North-South dimension for the lot . Box A: This dimension is determined by finding the midpoint of the I North lot line and drawing an intersecting line perpendicular Ito that point . Measure the distance from the midpoint of the North lot line to the South lot line along the described line , ft -Box B calculations : Shade point height from your structure . iIBox B 1 . Determine whether measurements will be based on the peak or eave of your structure . The orientation of the ridge is also important . which la : If the roof lina runs North-South, measurements will be describes based on the peak of the roof . your lot? lb: If the roof_ line runs East-Wert and the roof pitch is less (Circle one) than 5/12, measurements will be based on the eave . lc : If the roof lire runs East-West and the roof_ pitch is 5/12 la lb "ic or steeper, measurements will be based on the peak. 2 . Measure change in elevation from front property line to finished floor elevation . — _ ft 3 . Measure distance from finished floor elevation to the affected peak/eave . �{- ft 4 . If the roof line runs North-South, deduct three feet . If the roof line runs Eajt-West , deduct nothing. 5 . Subtract one foot for each foot of difference in elevation from the front property line to the rear property line, if the iot slopes up from the front to the rear. If the lot has no slope or slopes up from the rear to the front , ft deduct nothing. 5 . Tot--,l figure for box B : ft Box C. Distance to the shade reduction line . Box C : I. . Measure the distance from the North property line to the f( 'indation. J _� ft 2 . Measure the distance from the foundation to the affected ft peak ur eave . 3 . ave .3 . Total figure for box C: -_--- " -- . Y CITY OF 'C I C pm') - RECEIPT OF PAYMENT RECF'1 PT NCI. :95--2.68059 CHECK AMOUNT n 50. 00 "if aML: : DWD CONTRACTORS, INC. C,AgH AMOUNT a 0. 00 mRF=.SS : F-10 BOX i:'-'34`34 PAYMENT DATE' a (717/14/95 I TIGARD, OR SUBDIVISION 97P81-3454 c}U RPOSF OF r.)AYMF-..N T AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID PLAN CHECK F'E 50. 00 i III 1:3333 SW AMES LANE - 7- 9R Tl:l ViL_ AMOUNT PAI[? - - > aG►. 00 ! i j V (� I a z �.. cr liJ >� I ILI �. - I 7 r � � O ( � l Lv /OT 4 L � LL. �) I A 3 0 CC 10�► O o flCc Q � oci z � m0L a � -Q Q 9z ce Q ... , co O C CO CL V N N M r CY) � M O N r r i 08/19/96 - -- , IM� II ! lllli !till1111I 11111 1 11111111 11111 1 1111111 ( 1111111 � 11111111i 11111 1 111111 ! 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