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Permit
- if CITY OF TIGARD MASTER PERMIT m COMMUNITY DEVELOPMENT Permit #: MST2009 -00166 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 09/03/2009 Parcel: 2S109ACO5000 Jurisdiction: Tigard Site address: 13287 SW NICOLE LN Subdivision: Lot: 0 Project: Wilson Ridge 2 • Project Description: New SFR BUILDING Floor Areas Required Setbacks Required Stories: 1 Bedrooms: 4 First: 1165 sf Basement: 0 sf Left 5 Parking Spaces: 0 Height: 23 Bathrooms: 3 Second: 1548 sf Garage: 725 sf Front: 20 Smoke Dwelling Units: 1 Third: 0 sf Right: 5 Detectors: Yes Total: sf Value: $299,337.72 Rear: 15 PLUMBING Sinks: 1 Water Closets: 3 Washing Mach: 1 Laundry Trays: 1 Rain Drain: 1 Catch Basins: 0 Lavatories: 4 Dishwashers: 1 Floor Drains: 0 Sewer Lines: 100 SF Rain Other Fixtures: 0 Tubs /Showers: 3 Garbage Disp: 1 Water Heaters: 1 Water Lines: 100 Drains: 0 Bckflw Prevntr. 0 MECHANICAL Fuel Types Air Conditioning: Y Vent Fans: 4 Clothes Dryers: 1 Natural Gas Heat Pump: N Hoods: 1 Other Units: 0 Fum <100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 4 Fum > =100K: 1 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits 1000 sf or less: 1 0-200 amp: 0 0-200 amp: 0 W/ Svc or Fdr: 0 Ea add 500 sf: 5 20 1 -400 amp: 0 201 -400 amp: 0 1st W/O Svc/Fdr. Limited Energy: 401 -600 amp: 0 401 -600 amp: 0 Ea add'I Br Cir: 601 -1000 amp: 0 601 +amp- 1000v: 0 1000 +amp /volt: 0 ELECTRICAL - RESTRICTED ENERGY SF Residential Audio & Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Other: N Other Description: Ecompasing: Y BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: Owner: Contractor: Required Items and Reports (Conditions) STONE BRIDGE HOMES NW LLC STONE BRIDGE HOMES NW LLC BY VENTURE PROPERTIES INC, 16869 SW 65TH AVE # 505 4230 SW GALEWOOD ST #100 LAKE OSWEGO, OR 97035 LAKE OSWEGO, OR 97035 PHONE: PHONE: 503- 387 -7577 FAX: 503 -387 -7615 Total Fees: $17,223.97 This permit is issued subject to the regulations contained in the Tigard Municipal Code. State of OR. Specialty Codes and all other applicable law. All work will be done in a • - - th approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days.. A - NTION: Oregon aw re•uires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-00 0010 through OAR 952 -• : -0101. • may obtain a copy of the rules or direct questions to OUNC by calling 503.246.6 99 or 1.800.332.2344. JA\ I / f Issued = : !. '� / - Permittee Signature: .. , 4t ; u (3 .e3 -04022 ~ Building Permit Applicatioi iC JIVED FOR :OFFICE USE ONLY Cl of Tigard • Received , Permit No. tY g Date/B : . 11 do • q • a C O • ° 13125 SW Hall Blvd., Tigard, OR 9722 hp G 0 7 2009 Plan Revi � l: I� c Phone: 503.639.4171 Fax: 503.598.1 6 Date/B : 4` j� �1 n r' Other Permita0 r2 `a 0 t TIGARD Inspection Line: 503.639 Date Ready : y: 0 . , 0 9 ® See Attached Checklist for Internet: www.tigard- or.gov CITY OF TIGARD Notified/Method: ' I Supplemental Information BUILDING DIVISION , TYPE OF, WORK.- _. .REQUIRED' - MAT 1- AND "2 = 'FAMILY DWELLING ® New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the - . .. ,.. _ - ' • ° " work indicated on this p is t CATEGORY .OR iCONS'TRUCTIOIY, ` 2 1 1 7 - n a p ato ® 1- and 2- family dwelling ❑ Commercial /industrial Valuation: ❑ Accessory building ❑ Multi - family Number of bedrooms: 4 . th of b r be o bathrooms: 5 ❑Master builder 0 Other: Number :��-- JOB SITE I NFORMATION AND-,LOCATION Total number of floors: Job site address: I3z ea s J N i 1 o:ex /...14 • New dwelling area: / 713 square feet City/ State/ZIP: Tigard, OR 97223 Garage/carport area: 7z5 square feet Suite/bldg. /apt. no.: Project name: Wilson Ridge II Covered porch area: se square feet Cross street/directions to job site: SW Bull Mountain Rd. & SW 133 Ave. Deck area: id square feet . Other structure area: , square feet A �LEQIIIRL+`D3DAT '�� TJSL:CI�GIQ�S;I"'� .. „C. � MMF�RCIAU' Subdivision: Wilson Ridge II Lot no.: 1 S Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Tax map/parcel no.: • �:-x .- ,...: .. - T, _ overhead, and the profit for the : ,_., ... -.. Oi WORK work indicated on this application. atione Lt'5C ION' Valuation: $ Existing building area: square feet New building area: square feet a . PROPERTY OWNER , ' , 5:, _ : 0 TENANT Number of stories: Name: Stone Bridge Homes NW, LLC Type of construction: Address: 16869 SW 65 Ave., #505 Occupancy groups: City/State/ZIP: Lake Oswego, OR 97035 Existing: Phone: (503)387 -7577 Fax: (503)387 -7615 New: ®- 'APPLICANT ® CONTACtRERSON Business name: Stone Bridge Ho es NW, LLC All contractors and subcontractors are required to be Contact name: licensed with the Oregon Construction Contractors Board �d Lay) ORS 701 and may be required to be licensed in the Address: 16869 SW 65 Ave., #505 jurisdiction in which work is being performed. If the City/ State/ZIP: Lake Oswego, OR 97035 applicant is exempt from licensing, the following reasons apply: Phone: (503)3fifi7 -7577 I Fax: : (503) 387-7615 E -mail: Q { OII (: mr• ri � DiM „ s4tiw. cm" Business name: Stone Bridge Homes NW, LLC = - BUILDING'PERMTT:FEES'' -- •':.` . t1 ` ' ': . .(Plea '' : ::.: . Address: 16869 SW 65 Ave., #505 Structural plan review fee (or deposit): 7 G(� QD City/State/ZIP: Lake Oswego, OR 97035 !` e' Phone: (503) 387 -7577 Fax: (503) 387 -7615 FLS plan review fee (if applicable): CCB lic.: Total fees due upon application: Amount received: Authorized signature: at This permit application expires if a permit is not obtained �ff� = within 180 days after it has been accepted as complete. IL. Print name: ` f • -. r ` ► G Date: / / * Fee methodology set by Tri-County Building Industry Service Board. I:\Building \Permits \BUP- PennitApp.doc 0321/06 440- 4613T( I I/02 /COM/WEB) 1600 Plum bing Permit Applications C/ , FOR OFFICE USE ONLY • CI of Ti and Received Permit No.: NI q 131 S W hIal Blvd., Tigard, OR 97223 / Date/By: 1 I i r 4,, •• • r C , Phone: 503.639.4171 Fax: 503.598.1960 Plan Review Date/By: Other Permit No,: TI GARD Inspection Line: 503.639.4175 Date Ready /By: Surfs: ® See Page 2 for Internet: www.tigard or.gov Notified/Method: 1 Supplemental Information P,E ` '?SEE *CSC DUI;E,;;�a ® New construction ❑ Demolition For special information use checklist. _ Description I Qty. I Ea. I Total ❑ Addition/alteration/replacement ❑ Other: New 1- 2- family dwellings (includes 100 ft. for each utility connection) :. ..._; ,: c; :;; • ,r. ... , 1 SFR (1) bath 249.20 • CATEGORY `:OF.;�CQNSTRUC'fTON r �r = - 2 - ® I- and 2-family dwelling ❑ Commercial /industrial SFR (2) bath 350.00 ❑ Accessory building ❑ Multi - family SFR (3) bath 399.00 Each additional bath/kitchen 45.00 Master builder,. • • t ( 9 ) g ^ ; ; , _ , Fire sprinkler s . ft. Page 2 , �JO .B:S1TE�'?INFURMA"P10N• I;UCATIUN + �' � -1.,' . ,: Site utilities Job site address: 13z,27 4 E►' Catch basin or area drain . 16.60 City/State/DP: Tigard, OR 97223 Drywell, leach line, or trench drain 16.60 Suite/bldg. /apt. no.: I Project name: Wilson Ridge II Footing drain (no. linear ft.: ) Page 2 Manufactured home utilities 110.00 Cross street/directions to job site: SW Bull Mountain Rd. & SW 133 Ave. Manholes 16.60 Rain drain connector 16.60 Sanitary sewer (no. linear ft.: ) Page 2 Storm sewer (no. linear ft.: ) • Page 2 Subdivision: Wilson Ridge II I Lot no.: 0 Water service (no. linear ft.: ) Page 2 Fixture or item Tax map /parcel no.: Absorption valve I 16.60 ' . ` " =gin - , ' 2, „,,,_ _ R1 .: .�y4d l ', , •A :, ^_ " ' i . Page 2 ,_.::�:-- : � i� � �__:•:F; < , .. .. --, � .� �.;_.�- _ _;� � ;=: r ._ ,t .,... , - r. a. „_- r, Backflow preventer g Backwater valve 16.60 Clothes washer 16.60 • Dishwasher 16.60 �. .._�. M .,- ",p '-�xsr. _ : ':__ ==s 1 - - er ; r -_: • - ,_'- - -, ;.;v' :" - - ; fountain ® II - 10EK Arl91'dVIs1R : , ° II E!. 'GEL�YLIN'I'� Drinking f 16 60 Ejec ors/sump 16.60 Name: Stone Bridge Homes NW, LLC Expansion tank 16.60 Address: 16869 SW 65 Ave., #505 Fixture/sewer cap 16.60 City/State/ZIP: Lake Oswego, OR 97035 Floor drain/floor sink/hub 16.60 Phone: (503) 387 -7577 Fax: (503) 387 -7615 Garbage disposal 16.60 ;x x,,: - •e-, Hose bib .t - • :- :_..,,' - rt► P.)fLTC'�A7V'I' -- `1 0:::1; A`GT ,pERSUN . , -�: _..,.. , . � ...- ,... • ..,, I k I 16.60 Business name: Stone Bridge Homes NW, LLC Interceptor/grease trap 16.60 • Contact name: Vicki Elix . •- Medical gas (value: $ ) Page 2 Address: 16869 SW 65th Ave., #505 Primer 16.60 City /State/ZIP: Lake Oswego, OR 97035 Roof drain (commercial) 16.60 Phone: (503) 387 -7577 Fax:: (503) 387 -7615 Sink/basin / lavatory 16.60 Tub /shower /shower pan 16.60 E -mail: vicki @dmbholdingsco.com Urinal .16.60 - :_ :;..; ,, ... ;... : =CONTRACFOR: ='. Water closet 16.60 Business name: Legacy Plumbing Water heater 16.60 Address: 8985 SW Hazelwern Way Other. City / State/ZIP: Portland, OR 97223 - Subtotal ?j - Minimum permit fee: $72.50 Phone: (503) 816 -8887 Fax: (503) 297 -4587 Residential backflow minimum permit fee: $36.25 CCB Lic.: 159281 Plumbing Lic. no.: 26 -517PB Plan review (25% of permit fee) State surcharge (12% of permit fee) 47, eil Authorized signature: 7 �cL Pb/ , �� TOTAL PERMIT FEE 4 4 fie Print name: Matt Nelson • Date: • This permit application expires If a permit is not obtained within • 180 days after it has been accepted as complete. • *Fee methodology set by Tri- County Building Industry Service Board. I:\Buildiia Termits \PLM- PermitApp.doc 06/26/06 440-4616T( I 0/02/COM/WEB) Electhical Permit Application it&e,i8 . FOR OFFICE USE ONLY A City of Tigard i Received I I 13125 SW Hall Blvd., Tigard, OR 97223 N "1 Ocl Date/B : TI CARD c Plan Review ' M t ' Phone: 503 Fax: 503.598.1960 Date/B : Other Permit. Inspection Line: 503.639.4175 Date Ready/By: liff See Page 2 for Internet: www.tigard-or.gov Notified/Method: BMA Supplemental Information " '.:: ; :':: !nit Or; .i ':7;. New construction 0 Addition/alteration/replacement Please check all that apply (submit 2 sets of plans w/items checked below): Eg 0 Service or feeder 400 amps or more 0 Building over three stories. 0 Demolition 0 Other: where the available fault current 0 Marinas and boatyards. . OFece•&ivettoil - !, ,:.--•11'-"',R--•: exceeds 10,000 amps at 150 volts or 0 Floating buildings . less to ground. or exceeds 14.000 0 Commercial-use agricultural E 1- and 2-family dwelling 0 Commercial/industrial 0 Accessory building amps for all other installations. buildings. 0 Multi-family 0 Master builder 0 Other: 0 Fire pump. 0 Installation of 75 KVA or larger separately derived system. '!-- 77 ' " ,' : ', 4 ' :,: ,- :,,, - ,•-;„ . ,•-•::::. - ,-. ,,, j & Job no.: /m ei. Job site address: 1$z87 i C . 100HP or MOTE. ID Six or more residential units. 0 occupancy. Recreational vehicle parks. City/State/Z1P: Tigard, OR 97223 0 Health-care facilities. 0 Supply voltage for more than 0 Hazardous locations. 600 volts nominal. Suite/bldg./apt. no.: Project name: Wilson Ridge II 0 Service or feeder 600 amps or more. 1 1.Eg:t40D14tVEaiL:::: :1" ‘: -. ., : `1` .,1; Cross street/directions to job site: SW Bull Mountain Rd. & SW 133' Ave. Detniption - Qty. I Fee_ I Total I • New residential single- or multi-family dwelling unit. Includes attached garage. Subdivision: Wilson Ridge II Lot no.: 1B 1,000 sq. ft. or less I 145.15 fib 4 Ea. add'l 500 sq. ft. or portion ----. 33.40 (( -... 1 Tax map/parcel no.: • Limited energy, residential 6:;FVp.'-: (with above s q' ft 75.00 75.-- 2 Limited energy, multi-fatuity 75.00 2 residential (with above sq. ft.) • Services or feeders installation, alteration, and/or relocation 200 amps or less 80.30 2 -ti`: *140 -:?::; Er."Iitt1/0,. , 201 amps to 400 amps 106.85 2 Name: Stone Bridge Homes NW, LLC • 401 amps to 600 amps 160.60 2 601 amps to 1,000 amps 240.60 2 Address: 16869 SW 65 Ave., #505 Over 1,000 amps or volts 454.65 2 City/State/ZIP: Lake Oswego, OR 97035 Temporary services or feeders installation, alteration, and/or relocation Phone: (503)387 Fax: (503)387 200 amps or less 66.85 1 Owner installation: This installation is being made on property that I own which is not 201 amps to 400 amps 100.30 2 intended for sale, lease, rent, or exchange, according to ORS 447, 449, 670, and 701. 401 amps to 599 amps 133.75 2 Branch circuits – new, alteration, or extension, per panel Owner signature: Date: A. Fee for branch circuits with Tit 4lEgirt 'C : ' ,. _:,,:,7:::.,' 4 ,:: : r, !i igctei above service or feeder fee, 6.65 2 each branch circuit Business name: Stone Bridge Homes NW, LLC B. Fee for branch circuits without service or feeder fee, Contact name: Vicki Elix 46.85 2 first branch circuit Address: 16869 SW 65th Ave., #505 Each addl branch circuit 6.65 2 Miscellaneous (service or feeder not included) City/State/ZIP: Lake Oswego, OR 97035 Each manufactured or modular 90.90 2 dwelling, service and/or feeder Phone: (503) 387 • Fax: : (503) 387 Reconnect only 66.85 2 E-mail: vicki@dmhholdingsco.com Pump or irrigation circle 53.40 2 . CONTRACTOR . f;N:1!:'-y-ri-;,,=.:!: , •!i . ,:'::;:i'` ,. : fi j ‘,• Sign or outline lighting 53A0 2 Business name: City Electric ' -- ' ------- Signal circuit(s) or limited- energy panel, alteration, or Address: 8900 SW Burnham St. F-27 extension. Describe: Page 2 2 City/State/ZIP: Tigard, OR 97223 Each additional inspection over allowable in any of the above Per inspection 62.50 Phone: (503) 443-1092 I Fax: ( ) Investigation per hour (1 hr min) 62.50 CCB Lic.: 42422 Electrical Lic.: 26-289C Suprv. Lic.: 35925 Industrial plant per hour 73.75 :,., ':,,,:i1 ELECTRICAL PERMIT - TRES::: : Suprv. Electrician signature, required: Subtotal: , 1•2,,I 11 Print name: Date: Plan review (25% of permit fee): _ State surcharge (12% of permit fee): -7. 46 Authorized signature: TOTAL PERMIT FEE: ? 49 G I 1----• Print name: e\t" (-IL V_. \ i-s ... p,(- Date: • : This permit application expires if a permit is not obtained within 180 days after It has been accepted as complete. `"--- ..r- • Number of inspections allowed per permit. iAlluilding\l'ermi1AELC-PennitApp.doc 12/03 410-4615T(10/07JCOMMED t-4514) Vac?" "Z 1 2...., Mechanical Pei Application ,-. i : FOR OFFICE USE ONLY , RIC City of Tigard Received Date/By: , . Permit No i at a c d i • d ., , 1 .. 13125 SW Hall Blvd., Tigard, OR 97223 t : 0 : Phone: 503.639.4171 Fax: 503.598.1960 A , . , „,, 7 oq Plan Review Date/By:. • Other Permit: T I G ARD Inspection Line: 503.639.4175 Date Ready/By: Ea See Page 2 for Internet: www.tigard Notified/Method: FM Supplemental Information TYPE OF WORK :, , '. - i:;:- --.•.' ; - :i:- , -!.i ,,, ' ,. 'j- ':-- i ' ;tigtitiikekEI§t. 0 New construction Addition/alteration/replacement Mechanical permit fees* are based on the value of the work El performed. Indicate the value (round to the nearest dollar) of all 0 Demolition in Other: mechanical materials, equipment, labor, overhead, and profit. CATEGORY 0E'; CONSTRUCTION -- - . ' ' ',. , ,. , '' - - -or' . - - '‘ i ' Value: $ HEMDENTIAL:EQUIFMENTI:SYSTEMVFEES 0 1- and 2-family dwelling 0 Commercial/industrial 0 Accessory building For special information use checklist. 0 Multi-family 0 Master builder 0 Other: Description I Qty. I Ea. I Total 4 .]:71 Heating/cooling Air conditioning or heat pump Job site address: 1 . - , _a• . _......., ■,,. (requires site plan showing placement) 1 14.00 14 City/State/ZIP: Tigard, OR 97223 Furnace 100,000 BTU (ducts/vents) 14.00 Furnace 100,000+ BTU (ducts/vents) I 17.90 174) Suite/bldg./apt. no.: Project name: Wilson Ridge II Gas heat pump 14.00 Cross street/directions to job site: SW Bull Mountain Rd. & SW 133" Ave. - Duct work 14.00 Hydronic hot water system 14.00 Residential boiler (radiator or hydronic) 14.00 • Unit heaters (fuel-type, not electric), - in-wall, in-duct, suspended, etc. 10.00 Flue/vent for any of above 10.00 Subdivision: Wilson Ridge II Lot no.: j 5 Other 10.00 Tax map/parcel no.: Other fuel appliances - N-:-:' ..;:.iii§ ' ;"7: ': '' ? ::'--?..'; ''‘,'', :;'!,;A!,;:;r1. Water heater 10.00 10 — Gas fireplace moo 1 0 .- - Flue vent for water heater or gas fireplace 10.00 Log lighter (gas) 10.00 Wood/pellet stove 10.00 Wood fireplace/insert 10.00 iiiiiiiiiiiiiititi* Chimney/liner/flue/vent 10.00 10.00 _ Name: Stone Bridge Home NW, LLC Environmental exhaust and ventilation Address: 16869 SW 65 Range hood/other kitchen th Ave., #505 equipment I 10.00 f 0°" City/State/ZIP: Lake Oswego, OR 97035 Clothes dryer exhaust I 10.00 ()- Single-duct exhaust (bathrooms, Phone: (503)387-7577 Fax: (503)387-7615 toilet compartments, utility moms) A- 6.80 77.20 4g ! 6.3 Attic/crawlspace fans 10.00 , Business name: Stone Bridge Rome NW, LLC Other 10.00 Fuel piping Contact name: Vicki Elix $5.40 for first four; $1.00 for each additional 'V Address: 16869 SW 65th Ave., #505 Furnace, etc. i AtO Gas heat pump City/State/ZIP: Lake Oswego, OR 97035 Wall/suspended/unit heater Phone: (503) 387-7577 Fax: : (503) 387-7615 Water heater Fireplace I . E-mail: vickii@dmhholdingsco.com Range 1 - CO1'1TRACTOR Barbecue Business name: Comfort Zone Clothes dryer (gas) Other Address: 1032 NW Corporate Dr. ' :MEgrAMCAX,....:PPWT.FTP1::.:.' City/State/ZIP: Troutdale, OR 97060 Subtotal ICA .SC5 Phone: (503) 667-5595 Fax: (503) 491-8253 Minimum permit fee ($72.50) Plan review (25% of permit fee) CCB lic.: 110091 State surcharge (12% of permit fee) 17 ,frik-- c ________ . TOTAL PERMIT FEE Authorized signature: This permit application expires If a permit is not obtained within 180 days after it has been accepted as complete. Print name: David Heldstab Date: • Fee methodology set by Tri-County Building Industry Service Board iMuildingWermitAMEC-PermitApp.doc 12/03 440-4617T (I I/02/COMAYEB) q CITY OF TIGARD RECEIPT 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 TIGARD Alf,`) Receipt Number: 176344 - 12/18/2009 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MST2009 $ 920.00 Total: $- 920.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 102189 DHOWSE 12/18/2009 $- 920.00 Payor: Stone Bridge Homes NW LLC Total Payments: $ - 920.00 Balance Due: $920.00 • Page 1 of 1 � r ;��x CITY OF TIGARD RECEIPT '1 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 `T.3GARDi Receipt Number: 175090 - 09/03/2009 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MST2009 -00166 Building Permit 2300000 -43104 $1,652.84 MST2009 -00166 Additional Plan Review 2300000 -43106 $62.50 MST2009 -00166 Plan Review 2300000 -43106 $70.48 MST2009 -00166 CDC Plan Review, RES 1003100 -43112 $46.00 MST2009 -00166 CDC Plan Review, RES - LRP 1003100 -43117 $6.00 MST2009 -00166 12% State Surcharge - Building 1003100 -24001 $198.34 MST2009 -00166 Metro Const. Excise Tax - Residential 2300000 -24011 $359.21 Use MST2009 -00166 Tig -Tual School CET - Residential 2300000 -24102 $2,713.00 MST2009 -00166 Park - Single Family Unit 4250000 -43300 $5,370.00 --3, MST2009 -00166 TDT - Transportation Development Tax 4050000 -43320 $4,599.00 '' MST2009 -00166 Erosion Control 1003100 -22002 $88.00 MST2009 -00166 Erosion Plan Review CWS 1003100 -22003 $28.60 MST2009 -00166 Erosion Plan Review COT 2300000 -43102 $28.60 MST2009 -00166 Permit Fee - Elect (per dwelling unit) 2200000 -43103 $312.15 M5T2009 -00166 Limited Energy 2200000 -43103 $75.00 MST2009 -00166 12% State Surcharge - Electrical 1003100 -24001 $46.46 MST2009 -00166 Air Conditioning or Heat Pump 2300000 -43102 .$14.00 M5T2009 -00166 Furnaces >= 100K BTU 2300000 -43102 $17.90 MST2009 -00166 Water Heater 2300000 -43102 $10.00 MST2009 -00166 Gas Fireplace 2300000 -43102 $10.00 MST2009 -00166 Range Hood /Other Kitchen 2300000 -43102 $10.00 MST2009 -00166 Clothes Dryer Exhaust 2300000 -43102 $10.00 MST2009 -00166 Single Duct Exhaust (Bathrooms, Toilet, 2300000 -43102 $27.20 Utility Rooms) MST2009 -00166 Fuel Piping 2300000 -43102 $5.40 MST2009 -00166 12% State Surcharge - Mechanical 1003100 -24001 $12.54 M5T2009 -00166 SFR - Baths 2300000 -43101 $399.00 MST2009 -00166 12% State Surcharge - Plumbing 1003100 -24001 $47.88 MST2009 -00166 Plan Review 2300000 -43106 $253.87 Total: $16,473.97 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 30481 DADAMSKI 09/03/2009 $16,473.97 Payor: Stone Bridge Homes NW LLC • Total Payments: $16,473.97 Balance Due: $0.00 Page 1 of 1 e " City of Tigard T I G A R D Accela Refund Request This form is used for refund requests of land use, engineering and building application fees. Receipts, documentation and the Request for Permit Action or Refund form (if applicable) must be attached to this form. Refund requests are due to Accela System Administrator by Friday at 5:00 PM for processing each Monday. Accounts Payable will route refund checks to Accela System Administrator for distribution. Please allow 1 -2 weeks for processing. PAYABLE TO: Stone Bridge Homes NW LLC DATE: 12/10/09 16869 SW 65 Ave., #505 Lake Oswego, OR 97035 REQUESTED BY: Dianna Howse AMS TRANSACTION INFORMATION: Receipt #: 175090 Case #: MST2009 -00166 Date: 09/03/09 Address /Parcel: 13287 SW Nicole Ln. Pay Method: Check Project Name: Wilson Ridge 2 EXPLANATION: Refund amount discounted for TDT per Washington County. `REFUND °IiVFORMAT)(ON:.:: :. . Fee:Descri uQn_ From' Recei t:= Revenue Account,No: r',:. Rebind- ,.;:.;; . yEsaisijle [Bi1�II: .Periiiit Fee TDT - Transportation Development Tax 4050000 -43320 $920.00 TOTAL REFUND: $920.00 APPROVALS: If under $5001.' Professional Staff aCco...A4A-4-AA If under $7,500 Division Manager If under $22,500 Department Manager if under $50,000 City Manager If over $50,000 Local Contract Review Board L FOR ACCEI:A.SYSTEM "ADMINISTRATION Refund Request Reviewed: Date: r %� -y By: Case Refund Processed: Date: .3"/f /1 By: c� 9/ 0 U4F l: \Building \Refunds \RefundRequest.doc 04/13/09 Oregon Residential Specialty Code N1107.2 HIGH- EFFICIENCY INTERIOR LIGHTING SYSTEMS • Permit No.: Jurisdiction: si20,57r�e /6(Q f r, a�� Site Address: J 325 7 S ,,,, J1/� `�D e_ L e, Subdivision/Lot #: (� "/5 0_, ,Q and/or / '� Map and Tax Lot #: • By my signature below, I certify that a minimum of fifty (50) percent of the permanently installed lighting fixtures in the above mentioned building have been installed with compact or linear fluorescent, or a lighting source that has a minimum efficacy of 40 lumens per input watt. (Oregon Residential Specialty Code N1107.2) Signature: Date: /i/ /7 Owner /General Contractor /Authorized Agent • AL, Print Name: • ORSC Section N1107.2. High - efficiency interior lighting systems. A minimum of fifty (50) percent o the permanently installed lighting fixtures shall be installed with compact or linear fluorescent, or a lighting source that has a minimum efficacy of 40 lumens per input watt. Screw -in compact fluorescent lamps comply with this requirement. The building official shall be notified in writing at the final inspection that a minimum of fifty percent of the permanently installed lighting fixtures are compact or linear fluorescent, or a minimum efficacy of 40 lumens per input watt. 1: \Building\ Forms \RES- HighEfficiencyLighting.doc 07/01/08 • Sen. 8, 2009 2:55FM No, 9 131 P 2/2 I I i ,;,E. ilshls J Ir � ii �i� ¢ r F X 1 11 E!isin nt ilr Inc: 1111 ''1 13910 SW Galbreath Drive, Ste. 102 Sherwood, Oregon,97140 Tel (503) 624-4455 • Fax (503) 625 -4405 September 3, 2009 Project. No. 05 -9390 Attention: Andy Thomas Stonebridge Homes G/0 Venture Properties 4230 Galewood St. Ste 100 Lake Oswego, OR 97035 Fax 503- 387 -7615 FOUNDATION EXCAVATION REVIEW LOT 18!- WILSON RIDGE PHASE 2 WASHINGTON COUNTY, OREGON Reference: GeoPacific Engineering, Inc_ GrotechnicaI Engineering Report, Wilson Ridge II Subdivision, SW Bull Mountain Road and 133"` Avenue Seplernber 14, 2005. GeoPacific Engineering Inc. visited the site to review the house foundation excavation subgrade for bearing , conditions only, We understand that the proposed residence is a two - story - single- family home with a concrete slab -on -grade garage floor: The excavation exposed predominantly stiff native silt with the exception.of the left front corner of the garage, where the proximity to a manhole exposed about 8 feet of uncompacted soil fill. With this exception, the observed sub +grade is currently adequate for spread foundation support to a maximum allowable bearing pressure: of more than 1,E 01 psf A deepened footing or.overexcavation and reeompaction are recommended near the manhole. Thee eubGiade was protected from softening due to wet weather by placement: of a thin layer of compacted granular 'Pull. The thNckness of this layer is too thin t0 test, but is visibly compact. Our work scope pertains to a :geotechnical engineer's foundation excavation review only and the conditions existing and exposed at the time of our site visit. No deck footing, patio, or other appurtenant structure subgrades were observed. No warranty is herein expressed or implied. This report was prepared for Stonebridge hlomes only ;end should not be relied upon by th rd parties without consulting GeoPacific. If you have any questions, please call. Sincerely, GeoPacific Engineering, Inc. PRUF ' 51,�yalrJ f �'p 2, 1 -47 E ,v \ OREGON 7 James D. Imbrie, P. , �1;r,;' v3Q Geotechnical Engineer - EXPIRES_ 06/30/20 • • ' City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 Wednesday, December 16, 2009 IN TIGARD Stone Bridge Homes, NW 16869 SW 65th Ave., # 505 Lake Oswego, OR 97035 RE Transportation Development Tax (TDT) Refund. Permit No. MST2009 -00166 for 13287 SW Nicole Ln., Wilson Ridge 2. At the time the above building permit was issued you paid a Transportation Development Tax (1llT) fee of $4,599.00. Effective December 1, 2009, Washington County approved a TemporaryDiscount on TDT charges and has made that discount retroactive to July 1, 2009. The enclosed check represents a refund to you of the difference between your original TDT payment for your project and the new Temporary Discount charge. The amount of the credit refund is $920.00. Please call e at 503 - 718 -2426 if you have any questions. i / ii Albert Shields Permits /Projects Coordinator 503- 718 -2426 Phone: 503.639.4171 • Fax: 503.684.7297 • • www.tigard - or.gov • TTY Relay: 503.684.2772 Oregon Residential Specialty Code 8318..2 MOISTURE CONTENT ACKNOWLEDGEMENT FORM , . am the general contractor or the owner - builder • at the following address: • Site Address: / 3-2S 7 S `— /li' o / Z City: 7 otrr d • Permit #: �n S j 2-00 q - o0 • Subdivision/Lot #: ^/ s C— ,e� t and/or Map and Tax Lot #: To conform with the 2008 Oregon Residential Specialty Code (ORSC),_Section R318.2 and OAR 918 - 480 -0140, I am notifying the building official that I am aware of the moisture content . Requirement of ORSC Section R318.2 and have taken steps to meet this code requirement. - [Section R318.2 is provided for reference]. R318.2 Moisture Content: Prior to the installation of interior finishes, the building • official shall be notified in writing by the general contractor that all moisture - sensitive wood framing members used in construction have a moisture content of not more than 19 - percent by dry weight of dry framing members. • Signature: Date: if / / General Contractor or Owner - Builder I:\ Building\ Form \RES- MoistureSensitiveWood.doc 09/25/08 fr. 5i o 2° )9 —v-r /Lo 4 STREET TREE CERTIFICATION • Owner/Agent for r j1 (PLEASE PRINT) (PERMIT HOLDER) Do hereby certify that the following location meets City of Tigard land use and development standards for street tree installation. ADDRESS: ( 32$ 5 ✓11%C SUBDIVISION: L J 6 � - LOT: ) $ SIGNATURE: DATE: ////-7/0 (OWNER /AGENT) RECEIVED BY: DATE: (CITY OF TIGARD) T:\ Building \Forms\ Strcctl'recartifieatc 01/19/07 /4 T I - 02) ) !�� PERMIT NO. e , �,v CleanWater Services Our commitment is clear. LOT / EROSION CONTROL INSPECTION REPORT DATE 1/4(1, / INSPECTOR % /J /,t UBDIVISION I , _ _ � !_ __ , OWNER/PERMITEE ��?�G,frt ,mac, 3 e , ,,,,,,, _ SITE ADDRESS __ -Smi 4 i i ce, O/ APPROVED FINAL INSPECTIoN f f i THIS SITE MEETS THE POST - CONSTRUCTION EROSION CONTROL REQUIREMENTS SET FORTH IN CLEAN WATER SERVICES 'RESOLUTION AND ORDER NOTE: IF POST - CONSTRUCTION EROSION CONTROL MEASURES ARE STILL BEING EMPLOYED ON THIS SITE TO MEET CRITERIA FOR AN APPROVED FINAL INSPECTION, THE MEASURE(S) MUST REMAIN IN PLACE UNTIL LANDSCAPING IS COMPLETE OR PERMANENT GROUND COVER IS ESTABLISHED. A COPY OF THE FINAL EROSION CONTROL INSPECTION REPORT MUST BE FORWARDED TO THE NEW OWNER, AT WHICH TIME NEW OWNER ASSUMES THE RESPONSIBILITY FOR MAINTENANCE, REPAIR AND REMOVAL. OTHER THANK YOU FOR YOUR COOPERATION! 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" - =- - Design • Architecture Urban _15i211=531 _•_._-__-____ ___. y2.-kp___.________ Environmental Planning - --- 147\- - 1 t "CZ CTr"'r Yer - 7..7 • kf .2.4 14--,... n-mail ADDITION OF 345 SOFT LUNCHROOM ! r ICLIJL%-.1. r/AuLT /ANL) KLA,..7C1C..) : APPROVED FOR BUILDING PERMIT APPLICATION I SEE STRUCTURAL SHEETS FOR DETAILS PHASE 2 1 LOCATION: 12700 SW 72ND AVE !CUSTOMER: ROY ROGERS SHEET NUMBER: Ph ex 5c Z ) A 2 , 1 DATE: 9-9-09 DRAWN BY: S. LEASURE CHECKED BY: ilo BASE SCALE: • RELEASE LEVEL: EXISTING STRUCTURE mr: DIMENSIONS: • 404 1:12 METAL ROOF DRAWING NAME: , SECTION Z-Z ill---; DRAWING NUMBER: ‘• • • --4 li lil (1 — • . % 0 l' — _ PLACE SEAL HERE — . , 7'-8" 8'-6" EXISTING • _ STRUCTURE \.... - . _ , . mu - —1 • - 10 _ . . .:. . . , , 11)1111 1111 11111M1111 - I I I El 0 El - - 1 ! 1 1 , ; 1 ,...■g SECTION Z-Z . . .=1 SCALE 1:32 . i 5: El LID El 0 . : 1 EAST ELEVATION 1 ; i : �q / CDNRACIORV5Fr 517/1 phi. Sp. .� • • 'C V f D251.2 �Y SUE) GONFOD/roTNEAIp OREGON STRUCTURAL SPECIALTY C00ElOSSC} � +4'mpp • /„ U 6S. L ° L °J NwAS ▪ ' ONTIEsiRENGiN MD [ERECTOR CRITERIA OF NE KW OREGON •f MOM 1 STRUCTURAL CODE NADMi ONe TOM DEAD LOADS. THE FOLLOWING LOADS WERE O + / T r " —. USED FOR DESIGN: ', R t H P ' I CONTRACTOR VgI 17J EQt.XRG. I 1 - ..1.1 ..1.1 �- Wa W OVE LOAD: 51) EXP: B� 0/1E BB47 O CRIPPLE • DT°FE E GELD `/DIY) i EA SIDE OF EIUO.ORBdNG yMP aI PO31. CFHTBK MENU I I 1 r PARTITION TOAD: ISPSF o G UNDER cHUe III Ya I 1 w /NEWPOSD 1 i 1 WtmO�IFO ORM.OI'D�" I I � . L - - - -- J L I WIND EmDSURE B W ' = ' -_- L ill ' J I S ITE CLA MRORTANCE FACTOR IN to 0:,. -'7 P ..I SITE CLASS: D W mo N p. sDS• D.Te > o Loeer 6EISMIC DESIGN CATEGORY: 0 E < C c6 ROAM ARBNS OFFICE CENa MUMBLE SOL BEARING PRESSURE: 1.500 PSI. : C 0 O- RES'ROOM RFSI¢OOAI _ M P ob E I EXISiRJC OONORIDNS ' 1 EDITS oR V RG. THE CONTRACTOR SHALL FIELD lD VER AIL EIDSiNO CONDITIONS. DIMENSIONS 10N5 A ELEVATIONS. ICaNIRA°cTD¢ sag (CONTRACTOR OR WAFT SRq NT THECORACTOR SHALL HOMY THE ARDUTECTRENGNSR E OF ANY OGGREPANCBS FROM N O • • LOW COMMONS SHOWN W INE DRAWINGS PRIOR TO TIRE START OF THE WOK O � Nh AooDDr TEMPORARY CONDITIONS; I I v 0 0 - ® PARTIAL FOUNDATION PLAN / 1ST. FLOOR PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL S7ABLS7Y OF THE NErNAND E105 1 CV �a 0 1NG STRUCDAES AND WALLS DURING COERSTRUCTICK THE STRUCTURE SHOWN ON TIE PWAY 00000 11s00.0110 • SCALE:};.I'LP DRAWDCS WS BEEN DESIGNED FOR STABBSTY UNDER THE FNAL CONFIGURATION ONLY. STRUCTURAL STEEL WIDE FLANGE ASTN ABM F LSD E7RGNEEA APPROVED EQUAL HST ASTM MCC DUDE F (Free my MISCELLANEOUS STEEL ASTIR ASB (FIVE KS) TYPICAL OR AS TOTED ASIA A5T2 (FY*9 K5l) NEW 31" TAG Fyne WC APA RATED j(1 ALL BOLTS ADM ADS UNLESS NOTED OTHERWISE GLUED 6 MLR> WI e0 0 60/C EDGE 8 WELLING PER AWS STANDARDS. EMU ELECTRODE NOSY CERTIFIED WELDERS. 17 170 R&D NAILING ENTRY VEAFY ALL STEEL TO HAVE SHOP COAT. ENTRT POST SO At N!L AL D0'OSED STEEL BELOW RASH GRADE TO BE COATED MTH/SPI AL= PLANT PRIOR TO 4 0 Q 4 Q `J BICJFElK 1 •` •': �' • © :S' i L . R . DESIGN. FABRICATION. MID ERECTION SHALL BE NACLURDANCE WTTN THE•AISC SPECIFICATION FOR THE DE9Oo. FABREATDN AND ERECTION OF STRUCTURAL STEEL FOR BURDNGS'. WELL NO SMALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING N BUILDING CONSDWCTDN WEIMIII=∎iNwi: =S— 1 =SC==: : omN=f•NU 'M A: 07C-:— (B) hIOJOBTS • AND SHALL BE S.6 MINIMUM UNLESS OTHERWISE NOTED. WELDING MALL BE BYAWS CERTIFIED I • A •, " 1 4. WADER& PREOUA I ETD WELDING PRCCEDURES ME TO BE USED. UNLESS AWS OUALWICATDN I II I I I I I ■ I I I I B TOME ARO IIECT IIOREER PRIOR TO FABRICATION IQ CHANNEL LEDGER �JA NCO 4 .. l VEVERIFY) � I I I Mme«_= -�, _ _ ��� TO REAMS) I i I I I I I I I I 1 I I , _T7' I I I I r. 1 CARPENTRY: : ` '� 1 �f F BACON UMBER DESIGN 6 BASED ON THE NATIONILOESDN SPECFIGTDN. LATEST FORDED ,w, I I ( 1 EIOSI. I 2il0AI F �; 1 I I I 1 i �. 1 I I I I I I I I I I I I I SAM LUMBER ®FR SHALL CONFORM TO WEST COAST IWBER NSPE BUREAU 0RWESTERN • 1\1 e� IH &le' W000RIODUCTSASSOCATION GRADING RULES. AL LUMBER NOT SPECIFICALLY NOTED TO BE A l 1 I I i II I I I I I I I 1 'N I I 1 1 i 1 1 I 1 1 1 1 1 ■ I DP. R OR BETTER. AU. WPM N PERMAEENT CO/RALEWNH CONCRETE SHALL BE PRESSURE TREATED U LESS AN APRROYED BARRER R PROVIDED. FRAMING ACCESSORIES AND • ■ ' I i I I I I 1 1 1 1 1 1 1 STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SDIPSON STROHG•TE COMPANY ENGINEER APPROVED ECIUMJ AND OF THE SIZE MID TYPE SWAN ON THE ORAYANGS. HANGERS ' IL zT -____e RIr r_Ir� — T_ — _ _4 —r ...,....= — �r_rT r NOT SHOWN, SPE ON RBI OF SIZE REWLOEJOED MEAGER ALL FRAMING NAILS 1 I I I I I I ' 7E!(.L $4F ie I 1 I I I 1 i I ( I I I 1 1 1 1 1 1 1 SHALL FE CONORR NAI& NO BOX NALS ALLOWED. I 1 I I I U I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I 1 1 1 1 1 1 1 1 I AL ROOF SHEATHING SHALL CONFORM TO IRE REQUIREMENTS OF MS. PRODUCT STANDARD PSI i i I6) h100 t60K ( i (gblDO FORCW4IRICTDN AND INDUSTRIAL PLYWOOD' OR APA PRP-01 PERFORMANCE STANDARD& O i i �I—r� sQ U SHALL ESS NOTED. PANELS SHALL BEAPA RATED SHEATHING. EXPOSURE I. OF TRETHISS AND I I I I i i I I I I 1 I ■ I 1 I 1 SPAN RATING SWORN ON THE DRAWINGS. PLYWOOD INSTALLATION SKULL BE IN CONFORIAANCE 0 WRH REGORGE7DDNL AT ALLOW AT PANES SPACING AT DCG AND EDGES, UNLESS OTIffRW6E RECOMMENDED BY THE PANEL MANUFACTURER ® PARTIAL 2nd. FLOOR FRAMING PLAN , ALL ROOF F,T SuLL B�.,lED WITH S�GTM,�P �RTO Z PAW KCVO oRAleoeao SCAILX I•d ® ORAWRK�TOCONF�ORA B O WALING NOT SPEC C TT*2LA 7J0 SPECIFICALLY DEHIF ®ON THE U GLUED DAMMED MEMBERS SHALL BE FABRICATED N CONFORWDE WITH US. FROOICT d LE BTAIOARD PS 56, STRUCTURAL GLUED LAMINATED TIGER ANO AMERICAN INSTITUTE OF TOZER • CONSTRUCTION. AMTC 117. EACH MEMBER SHALL BEAR AN PDC OR APAENS DENTFICA1DN MARX C ~ AND BEACCOAOARJED BY ACERTIF1GTE CF CONFORMANCE ONE COAT OF END SEALER SHALL Z BE APPLIEDDNEOUTLY AFTER TRIAGING 117177010P70 FELD. GLULAM HANGERS NOT Q' I, EQUAL I, EQUAL FOWL SHOWN SHALL BE SAMSON E0 BEANS SHALL BE VISUALLY GRADEDWESTERA SPECIES 0- C7 1 . ,�' ,r APPEARANCE GRADE (SEE AR°87ECRRRAI SPESFICATDNS7 AND OF THE STRENGTH INDICATED W CV j BLOW: Z O LL Csi . i U 1 IL Hi', 0E ■ COILBCUT01 U , O� DEPTH SYMBOL SPECIES USE • •5 Q ZO AL 1.07 -W WAF GLAZING sysTDA (WIRE SPAN) 0 LLJ V SUNROOM ALL tff -ve Ofi9F (COHTNUOUS OR W C CANTILEVER) LLJ C ET 01/193 NEW �R [ I 0 ALLOWABLE STRESS VALUES FOR STRUCTURAL LUMBERALTERNATES SHALL BE EQUAL CO N O 0 O GREATER ROOTED O 3 see 1 7 4 1 541 k Q iii GRADE G E FA R RCMP.) EWAN.) 0 O J g �. LVL 111.753 v& 1,tmlal gem PSI ,sss D'9 750 D'9 2510 D'9 IBS PM ^, = O IQ1Y t §TRUCTURAL OBSFAVA7DN9i - L•L Q 04 v STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD ORAN APPOINTED REPRESENTATIVE ^ 1- r T R -- -- SHALL BE REWIRED AT IRE FOLLOWING TIES DUPING CONSTRICTCW LIINLII UP / SIM Wal REMEATS wOMU+S ONCE OFFICE REQUIRED UNLESS REQUESTED BY NE OWNER OR BUBDNG OFFICIAL OIS1A00M A00M - W REQUESTED THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TORE O f PcQ COMlE1DN PONT REDWING SITE OBSERVATION. NEW 7d OR REFECTION I DO NEW II'WEIE STEW ® SH P/SPECTDNS:N ACCORDANCE "TDR SEGTD"i7w oFTMEOfiERHATDNAL BULDpRG AODDDN CODE MCI APPUOIBLE SECTIONS OF DE PROJECT SPECFTUATIONS. SPECIAL INSPECTIONS ARE 'T NO G PMAY 1112617. 0110 SCAIEA •1'd TOSE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THEFOLOWNG AREAS OF WORN 7n y' W Z 1. STEEL ERECTION I— NOM L YIELDING O _ Z CL Alk f- dth SE OETAL 12/0 FOR 4, ® G ® ® o PESVIEISt 6012( R YWD. SH7G 17 0/C FIELD HAWS W/ J Z t BO 0 A' 0K EDGE A 170LAL St OPP HAND AREA OF WORK ZZ LLI V z L Q r INN ICI I�;A I/, "E F "1 I I I , I (NJ 131 IySa I / I.SF LVI �'�� @ W �. I I 1 1 1 I 1 — k IN IY 1D: I.1 Lwl A A • jj iij A LL em Ali. 1 I F I I I I I I I i I I �� - 1 1 1 OQheJTT2S2IOK ) INILeAUHR 1 I f . I I I I I i I i I 9092.02 F ° 11 il I DRAWN CHECKED OWELVl I 1 I 1 I 1 1 I I 1 1 I 1 DIM CM /DH • I I I I I I i I I I i i I i I A 1 1 1 R 1 1 1 A 1 I I I I I I I I I I I I 1 1 I 1 D ATE 09.08.09 • I I Q� OPP 1 REVISIONS I ® 4.4.1 ' I I I I 1 1 1 1 1 I I 1 1 1 1 1 1 I 4.4.1 1 1 1 0 k"D I I 1 1 1 1 1 1 1 1 1 I I • g, Till lllll11 11 lti( 11 1 11 11 1 'NI 4Ae HEADER W /It I BUILDING KEY PLAN CRPPLE5 A II KING STUD �■ PAPTIbI PC2r F FIIAMINr PI AN �'� T— SHEET . n I ION'$ OF SNPSOV • 7 C IRICJ 7DS/„T�KRE 0/C • 7 aa2 PMY•arxr m. Y. 2 it BR MEN ew1 UP MEMB67coNwECigN Pl):',d r$.^ ROOFNGILWAI61 &INNS 06 11/1 v.T. POSE. ii E/0.: 6 30/11 ROOFNG 6 wATER COLUMN CAP PROOFING, IT �6 2. BUM w/ 121100 NAIS 0170/C • EOM 7, FRAMING PEA FUN Da S1. L FRAMNG PROOFING. er 0THRS 3i 8006.01C OMPSON'ACE POSE CAP PI )SNM. RTWD SHTG, FUND SNIG. RTWOSHTG. PS RAN • ■ 2 G BO NAIS06'Orc NISWRON PEE RAN PER PIAN ■1 PROVIDE BLDG. PAPER _____.._.1u1– 11114 1 SDya7EA SUE �. RDWEEN BEAM L RR= Da ROOK FRAMIIJG I I EV. FLOOR RAJANG 4 GUIIIL BY OTHERS 70rc FA WAY - • NEWA BIrG w/ � � E+D V ry � NEW4UrG11/ _ice- ____ -_- N RLN IA ER RAN �Fi .�, FA END IIKC '� 011.1010 PER RAN w/ m C p- 4 PER PLAN — �1kI�A• )S I NEW RAFiFP$PER PAN w/ . .� E � I SIwSON tUIL671PT HANGER r I Q ^ OD < s IWTH LRB• HANGED E701.LFRMII:G G p ROOF RAPIER CONI.woOD eICGMDR Cwvaa • 1�I -co OQ NNOOW5T5EM Ri HtsCOISw PER RAN EXIST cOFrt. WOOD SUGI CHANNEL w1( IF BOLTS EA. a7E v O O8 PER RAN PER RAN NEW REAM PER RAN W/ ■ :�� vE3r OR AOO I ?DNA. &Olin OF POST SPA[ ®or0/C EA. WAT C ��.p X"CdIUGSMELTS 0ITOKSIAGG3?D. EOit.OLBFAM EXIST. _ F01.OL O Npa slAPsrnSSU76'HANG6 w /rEMe01637OK EOrow*a �� v 0 ® ROOF SECTION ® ROOF SECTION ® ROOF SECTION e FLOOR SECTION ® FLOOR SECTION p 0 c PAM Mama LM = - MTALMO sou 1) .1'-O MAT Noma 111.001 _ MAW= SCALE: i -.o PA1LT MOWS MIMI _ DSALMa1R SCAIUjf I'.0 MM Nom sun= _ mTM& KAU_ Y, •E-0• NW Mama 2Im _ M T/4M SCAIF:.1'-O' I " °I O . WINDOW SWIM RY OTHERS NOIF WADE? PROORIG. ADDS !FORMATION OR R E OWN 11: a 5 . . SEE DEIA16.02 FOR OR = RAE REPLACE AN ET015RE COLUMN. 51011510111E5 —� 7WO. 0AL:AAWA B1. W/ 100 = m. N NZ 06'OK STAGGED • MP ■++ D0I.IK FRAMING •' P3 PIAN ■I /GS COLUMN. -41 • ILA& R.){"AVSxISK• 'Al KEW �,� ■ 84 NAISOd'O 161n : 1 161211150N SOS: Si( • SIUP0EAmo ! RASEPlA1E ■ TrP.BASFRATE SCREWS RrwD,S IG. J0 BOO6'0/C 11 KW SNEf�. MEw S a Id0 Ni0 BUG. M. NEW 7AIIDGfi1 w! , ._..___.__ PLAN MPSON'A35 LIPS EA. SIDE mmPPSONSOgAAyscrtEm III 4t. wlalsruA lan zuPAPawo RooPwRe. PRO IN WATER �r ROOFS c. 9EA_mo situ------ N mwrso.Nm. u I3. ;I KS NLEUOF NAILS PER PIAN . i F17J ■' _. ,, 1 :"111 IRE Im, V NALS ■ 7M'1. POST CAP. SFE � 1�p � COK +- - -.j� II� m ' DIL7/5E �� TEAM PER RAN ,'i� � II TX MA *. I IN � _ . y nwlalsrou.lanlwrAE.t �' 1, NOPAN in PROWUsc DBLAG ; f ill I, I O Nf016t Y W+PSON IRK A ENO m 160 I E • ■ IFNEAN 165COWMNS 1•m. • wPPDOwS551DA 711 SOLID BlMG07fOrc )r BASE PUIF W/ re 0 ■ ~� D01. ROOF .1063 In ni PROVDE m SNVSON 6117 IN SWPSON SDSSaIK , ODORS = I NEW MIPSON•AISCWS 0 Ir0/C wTRAPSSIAI EACH 8160 TO ` SCREWS 3(1 I slAPSarJ NOME( FA ELM. M. 0 DM. b FIRING CORNER RASE PLATE MSS MUSK • e FLOOR SECTION ® FLOOR SECTION FLOOR SECTION �R ROOF SECTION 1 ROOF SECTION CY ILT M M®. OM= - 1RA4Li KALE): •1•V PAM Ma PAM 2MM01 ._ DETYDMO f SCALE Y. •I'd .ua. imammo S L1 _ =Ammo su1tE:):ti1'O ® ma" awe snow _ QuMaNMR KATE )7.1,0" � NM, 11110E01 _ =WIMP 2MM fOUE � .1p ' J • �V L ( U N a r • 3 Z W N z Owa U> F Its QO ROOFING!. WATER U � Ui PIG. IX 01X673 163 PER PIAN W M../ ^ [Y PROOF PLTND Y. - Um PULE � iJ 1‘...- � N Q PER PLAN �: e eE 6 TV. BOLT SP COLUMN C j p Q R Rom NroRMA aN. REAM SON b' I. Sff O1L 167 )r 1E1JI RAZE 1‘..... <m. • PROVDERIDG. PASt POST. PER RIAN 5 III EE1MEETN POST B &RICK e11IL1 UP CaUMll o CORNER ® ROOF SECTION - ® HSS COLUMNS PA.T Mme LIMOS _ Mat= SCAJE: 10.1'-0 PA1LT ROOM 2+111.1 - LRA4DI SCALE Y.'I'-0 • • % N Z J 8 < = 0 JOB No. • 9092.02 DRAWN CHECKED DIM CM /DH • DATE 09.08.09 ' • REVOIONS R 1 SHEET C • , . STONE BRIDGE Ai 'JOBE: 1 80MEs i TW La.. LOT: 18 3.6669 SW 615t.1z AVE.. * 6015 8 AUG 18 2009 DATE: 8/18/09 L•:R 05‘3100. OREGON 07030 PROPERTY: RIDGE -II (603)367 - 7'677 592 41W .CI c OF TIGARD CITY: TIGARD EL °M s • Wil0 Eli ",', DIVIS ON SCALE: 1' =20' � 4 PLAN No.: 225 \ \ \ _ , `1 STANDARD :a . ' N • N • o , / • 7 1 i / ■ \ 590 1 - .� �� \ / 4i I / \ \ `�- r i t / 14' :LONG.,• � 4 ■ � ., • 594 I � ; ::PATIO'.. \ '5 93 , 694 591' : \ I Z '' 116' 18'6• \ EL•I589' ■ F. 2113 8 Q . F T . '. `, � / < / O 2 I/2 BATH n / PPE. 4943' / Nr v 10 4 / 590 / • i GEAR FT. / PPE. 494' N • i B ' -0 ' 6 / • •$ 22 11,_ i I0 12 591' E I s .... / / 'e. 12' -0• g•.m. I LONGR : ETE •.; ' / • DRIVEWAY,' i I / LOT COVERAGE LOT AREA: 7,151 SQ. FT. Q � , EL•69I' BUILDING AREA: 1,934 SQ. FT. .:-....::::::.....!:. 4.- . PERCENTAGE: 2W% . _ .4 . • . . ' LEGEND `'' • _� � � — STREET TREES: _ � i-4 . ' ' SF.ADEMASTER 3 4 , -1 . 4 ` I ` . • T - HONEYLOGUST • I is ___ 1 —1— - 9' Pu 5915 � / ,• — STREET TREES: _• ` �i`.a�.• � — �— J • . � _' . • PYRIJSGALLERYANA I 91D GALLERY PEAR • ; 910 col NI 592 QQ 3I NOTES: 13281 3UJ NICOLE L.N. ALL GRADE AND PROPERTY LINES ARE ESTIMATES OF CURRENT LOCATIONS. LOT •I8 ALL DIMENSIONS AND SQUARE FOOTAGE ARE APPROXIMATE FIGURES. ALL RETAINING WALL I- EIGHTS AND LOCATIONS ARE ESTIMATES. 1,1 16q, ft. THEY MAY VARY AND BE SUBJECT TO CHANGE. WO t� 9. Q 4 SITE "', �, CITY OF TiGARD - E PLAN REVIEW •rr��'� ���� BUILDING PERMIT NO.: iO'- PLANNING DIVISION: Approved Required Setb cks: Approved ❑ A Side: — Street Side: Rear: /5--- • Front. � Garage: Not Approved ,) Approved ❑ Visual Clearance: T Height � feet Maximum Building C W S Service Provider Letter Required: 3 aired: (� Yes R ed o l' Date: 23 ' B • K / , ENGINEERING DEPARTMENT: roved ❑ Not App roved Actual Slope: 12 A ❑ Not `' proved Site Pin: 1 I.. i . Date: .r " B Notes: t' ,11" 1)' 14g- "C4141, V ‘6 0 cri-e441 I 69K ./61444.dr,e., rB VKKd " � -1 o"G d , O r � f fix � f� AO o T y r /1464r_izA IM D.. CITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO: pproved 13 Not Approved pr +eet Ced Id Appfoved ❑ Not Approved eced Tom: r I% Date: ; , • • Notes: d V eij147 4roeft be pm-141J op if 4 ,1 el); tit lr r",4, a1.0'1 G ttJ r /'