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14456 SW FERN STREET rn •n m cn m m i 14456 SUV FERN STREET CITY OF TIGARD _ MASTER PERMIT PERMIT#: MST2003-00172 DEVELOPMENT SERVICES DATE ISSUED: 6/18/03 ,L"' k 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 SITE ADDRESS: 14456 SW FERN ST PARCEL: 2S104BC-06000 SUBDIVISION: MLP96-0011 JEFFREY ZONING: R-7 BLOCK:. LOT: 003 JURi,3DICTION: TIG REMARKS: New SF - Path 1. Duplex for 14456$ 14458 SW Fern. BUILDING REISSUE: STORIES: 2 FLOOR AREAS _ REQUIRED SrTBACKS REOU'RED CLASS OF WORK: NEW HEIGHT: 25 FIRST: 950 of BASEMENT: of LEFT: 5 SMOKE DETECTORS: Y TYPE OF USE: SFA FLOOR LOAD: 40 SECOND: 2.150 of GARAGE: 986 of FRONT: 20 PARKING SPACES: TYPE OF CONST: 5N DWELLING UNITS: 2 THnp of RIGHT: 5 00551. OCCUPANCY GRP: R3 BDRM: 6 BATH: 6 TOTAL: 3,100 a1 VALUE: 308, REAR: 15 PLUMBING SINKS: 2 WATER CLOSETS: 6 WASHING MACH: 2 LAUNDRY TRAYS: RAIN DRAIN: 100 TRAPS: LAVATORIES: 6 DISHWASHERS, 2 FLOOR DRAINS: SEWER LINES: 100 SF RAIN DRAINS: 2 CATCH 11ASINS: TUBISHOWERS: 4 GARBAGE DISP: 2 WATER HEATERS: 2 WATER LINES: 100 BCKFLW PREVNTW GREASE TRAPS: OTHER FIXTURES: MECHANICAL FUEL TYPES FURN<100K: 0 BOIL/CMP<3HP: VENT FANS: 6 CLOTHES DRYER: 2 FURN>•100K: UNIT HEATERS: HOODS: 2 OTHER UNITS: MAX INP: btu FLOOR FURNANCES: VENTS: ( WOODSTOVES: GAS OUTLETS: 0 ELECTRICAL _ RESIDENTIAL UNIT SERVICE FEEDER TEMP SRVCIFEEDERS BRANCH CIRCUITS MISCELLANEOUS ADD'L INSPECTIONS 1000 SF OR LESS: 1 0 -200 amp: 0 -200 anip: WISVC OR FD R: PUMP/IRRIGATION: PER INSPEC i i0N: EA ADD'L 500SF: 7 201 400 amp: 201 - 400 amp: tat WIC)SVCIFDR: SIGNIOUT LIN LT: PER HOUR: LIMITED ENERGY: 401 600 amp: 401 WO amp: EAADDL BR CIR: SIGNAL/PANEL: IN PLANT: MANU HWSVCIFD14: 601 1000 amp: 601•ampo-1000v: MINOR LABEL: 1000.amplvolt: PLAN REVIEW SECTION Reconnect only: >•4 RES UNITS: SVCIFOR>+225 A.: >800 V NOMINAL: CLS AREA/SPC OCC: ELECTRICAL•RESTRICTED ENERGY A.SF RESIDENTIAL _ B.COMMERCIAL AUD40 6 STEREO: VACUUM SYSTEM: AUDIO&STEREO: FIRE ALARM: INTERCOMIPAGING: OUTDOOR LNDSC LT: BURGLAR ALARM: OTH: BOILER: HVAC LANDSCAPE/IRRIG: PROTEr TIVE SIGNi GARAGE OPENER. CLOCK: INSTRUMENTATION: MEDICAL: OT'4R: HVAC: DATAITELF.COMM: NURSE CALLS: TOTI.L 0 SYSTEMS! Owner: Contractor: TOTAL FEES: $ 13,549.83 This permit is subject to the regulations contained in the MARK&DARLA BRITGLIFFE M& D INSTALLATION INC. Tigard Municipal Code,State of OR. Specialty Codes and 27485 SW XANTHUS CT. 27485 SW XANTHUS CT, all other applicable laws. All work will be done in SHERWOOD,OR 97140 SHERWOOD,OR 97140 accordance with approved plans. This permit will expire I work is not started within 180 days of issuance,or if the work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Phone. 503-925-8387 Phone: 503-y25-8387 Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0080. You Rau 0: LIC' 9111 G may obtain copies of these rules or direct questions to OUNC by calling(503)246-1987. / y r- !. q REQUIRED INSFFCTIONS C! Erosion Control Insp 8, Underfloor insulation Electrical Service Low Voltage Roof Nailing Mechanical Final Footing Insp Crawl Drain/Backwater Electrical Rough In Gas Line Insp Water Line Insp Plumb Final Foundation Insp PLM/Underfloor Framing Insp Insulation Insp Water Service Insp Building Fina Post/Beam Structural Mechanical Insp Shear Wall Insp Firewall Insp Appr!Sdwik Insp Post/Beam Mechwiica Plumb Top Out Exterior Sheathing Insl Rain drain Insp f'ectrical Final Issued By : � S�S tai Permittee Signature : k Call (503) 839-4175 by 7:00 p.m.for an Inspection needed the next business ay CITYOF TIGARD SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR2003-00154 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 6/18/03 SITE ADDRESS; 14456 SW FERN ST PARCEL: 2S10413C-06000 SUBDIVISION: MI,F'+c,-ool I JEFFRI Y ZONING: k-7 BLOCK: LOT: nn 3 JURISDICTION: T1 TENANT NAME: USA NO: FIXTURE UNITS: CLASS OF WORK: NEW DWELLING UNITS: 2 TYPE OF USE: SF NO. OF BUILDINGS: INS-1 ALL TYPE: LTPSWR IMPERV SURFACE: Rem:rks: Sewer connection for new SF (duplex) 1,1456 and 14458 Owner. -� - _ FEES BRITCLIFFE, MARK & DARLA Description Date Amor ,it 27485 SW XANTHUS CT. SHERWOOD, OR 97140 1SWUSAI S�kr Connect 6/18/03 $4,600.00 1SWUSA] SwrConnccr 6/18/03 $0.00 Phone: 503-925-8387 1SWINS111 Swr Inspect 6/18/03 $35.00 1SWINSI11 Swr Inspect 6/18/03 $0.00 Contractor: - - --- — Total $4,635.00 Phone: Reg #: Required Inspections This Applicant agrees to comply with all the rules and regulations of the Clean Water Services. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the permit expires The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, 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 Sewer" Perm Issued by: l Permittee Signature: C Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next busines"ay Y I Bufiding Permit Application ' ` — -- r-- Received LL,�� Building Date/By: +/-OYJ PermitN0 .:�l�7T70()? I '7 CityIt ofTigard Planning Approval Other �G Date/By: Permit No.: 13125 SW Hall Blvd. ~ Other �- Tigard,Oregon 97223 =/ V 1= Permit No.: Phone: 503-639-4171 fax: 503-598-1960 '" Post•Review land Use Date/By: Case No. Internet: www.ci.tigard.or.us ct g�.� Sec Page 2 for kA 24-hour 1 pe_ctign Request: 503-639-4175 Nanta/ t od�oo� �t 7 Supplemental Information j / CITY OF TIGARD TYPE OF WORK I 'OU WING niVjSiQN REQUIRED DATA: - New construction _ _Demolition W 1 &2 FAMILY DWELLING _❑ Addition/alteration/replacement I ❑ Other: CATEGORY OF CONSTRUCTION Note: Permit fees'are based on the total value of the work performed. Indicate & 2-Family dwelling ❑ Commercial/Industrial the value(rounded to the nearest dollar)of all equipment,materials,labor, _. overhead and profit for the work indicated on this application. 71— Accessory BuildingMulti-Famil ) Master Builder Other: Valuation................. ... 0o .s g-0 JOB SITE INFORMATION and LOCATION No.of bedrooms: No.of baths: .............. _ Job site address: ¢ w _f_l�,i Total number of floors................71.............. ^� ' -- New dwelling area «t .,31 .. !�...... : t 5 Bld ./A t.#: — Garage/carport area tt. Project Name: Covered porch irea(sq.ft.)., Cross street/Directions to job site: I Deck area(sq,ft.)........ _ Other structure area(sq.ft.)............................ _ ��•� .REQUIRED DATA: --- COMMERCIAL-USE 01ECKi,IST Subdivision: _ Lot#: Tax tna / arcel #: Note: Permit fees'are based on the total value of the work performed. Indicate DESCRIPTION OF WORK the value(rounded to the nearest dollar)of all equipment,materials,labor, overhead and profit for the work indicated on this application Valuation......................................................... S - ---` Existing building area(sq.R. New building area(sq.ft.).................. ............. Number of stories............................................ �— PROPERTY OWNER I-[_TENANT Type of construction....................................... Name:",�T.� }. � Y j Occupancy group(s): Existing: New: Address: -- --` t.r -�. _ City/State/Zip:S ker 0 71 Q )'hone: v •i s'8?b Fax: a 2;� 9 NOTICE: All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board under APPLICANT CONTACT PLRSON provisions of ORS 701 and may be required to be licensed in the 13u 3iness Narne: __ jurisdiction where work is being performed. If the applicant is exempt Contact Name:— from licensing,the following reason applies,: Address: City/State/Zip: ----- - -- Phone: Fax: -- BUILDINC E-mail: Please r efer to L,:._,ro 0 . CONTRACTOR — — — ----- Business Name: - _;�,,sr C:-- Fees due upon apilicatinn................. ..... S S — A ress: ��_ p� kQrw Amount received............................................. City/State/ i S Phone:go J_ Fax:'—s 3 -1-Lr— 5L Date received:__ CCB Lic. #: _ ----- -- - Authorized Notice: This permit application expire if a per mll is not obtained"i:iiiu Signature: DatC: 3 180 da%s after It has tern accepted as complete. An -Fee methodology set hy'rri-(bunts Ituildinp,Industry Scnicr Board Please print name) i:\Dsts\Permit Forms\BldgPcrmitApp.doc 01/03 One- and Two-Family Dwelling Building Permit Application Chechlist 7Mn.ci,t,d permits: City of Tigard (pity of Tigard Fectrical ❑Plumhin U Mechanical Address: 13125 SW Hall Blvd,'Figard,OR 97223 LJ Other: Phone: (503) 639-4171 Fax: (503) S98-1960 I Land use actions completed. See jurisdiction criteria for concurrent reviews. Zoning.Flood plain,>,olar balance points,seismic soils designation,historic district,etc. 3 Veritication of approved platilot. 4 Fire district —approval required. 5 Septic system permit or authorization for remodel. Existing system capacity _ 6 Sevierpermit. 7 Water district approval. _ 8 Soils report.Must carry original applicable stamp and signature on file or with application. 9 Erosion control U plan U It unit required. Include drainage-way protection,silt fence design and location of catch•basinprott�ction,etc. 10 3. Complete sett,of legible plans.Must he drawn to scale,showing conformance to applicable,local and state building codes, Lateral design details and connections must be incorporated into the plans or on a separate full-size sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if copyright violations exist. 11 Site/plot plan drawn to scele.The plan must show lot and building setback dimension;;properly comer elevations(if there is more than a 441.elevation dit'femntial,plan must show contour lines at 24 intervals);location of easements and driveway;footprint of structure(including decks);location of wells/scptic systems;utif ty locationF-direction indicator;Int area;building coverage area;percentage of coverage;impervious area;exist tng structures on site;and surface drainage. 12 Foundptlon plan.Show dimensions,anchor bolts,any hold-downs and rornforcing pads,connection details,vent size and location. _ 13 Floot plans.Show all dimensions,room identification,window size,location of smoke detectors,water heater, furor.e,ventilation fans,plumbing fixtures,balconies and decks 30 inches above grade,etc. 14 Cross section(s)and details.Show all framing-member sizes and spacing such as floor beams,headers,joists,sub-floor, wrdl construction,roof construction.Mon than one cross section may be required to clearly portray construction.Show details of all wall and rol'sheathing,roofing,roof slope,ceiling height,siding material,footings and foundation,stairs, fireplace construction, thermal insulation,etc. 15 Elevation views. Provide elevations for new construction:minimum of two elevations for additions and remodels. Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. Full-size sheet addendums showing foundation elevations with cross references are acceptable. 16 Wall bracing(prescriptive path)and/or lateral analysis plans. Must indicate details and locations;for non-prescriptive path analysis provide specifications and calculations to engineering standards. 17 Floor/roof framing.Provide plans for all floors/roof assemblies,indicating member sizing,spacing,and bearing locations.Show attic ventilation. 18 Basement and retaining wails.Provide cross sections and details showing placement of rebar. For engineered systems,see item 22,"En ineer's calculations." 19 Beam calculations.Provide two sets of calculations using current code design values for all beams and multiple joists over 10 feet long and/or any bearn/joist carrying a non-uniform load. 20 Manufactured iunr/:oof truss design details. 21 Energy Code compliance.Identithe prescriptive path or provide calculations. A gas-piping schematic is required for four or more appliances. 22 Engineer's calculations.When r6quired or provided,(i.e.,shear wall,roof truss)shall he stamped by an engineer or architect licensed in Oregon and shall he S110%%11 to hr;rpplicahlr to the prQjcC1 under review. 23 Five(5)site plans are required for Item 1 I above. Site plans must be 8.1/2"x I I"or 11"x 17". 24 Two(?)sets cacti are required for Items 16, 19,20&22 above. 25 Building plans shall not contain red lines of tape-ons. "Mirrored"building plans will be not accepted. 26 "Reversed"building plans must meet criteria outlined in the Permit&System development Fees document. 27 "Drawn to scale"indicates standard architect or engineer scale. 28 Site plan to include tree size,type&to on per approved project street tree plan(if applicable),and-SOT Street Tree List. Cho cklist must be completed before plan review start date. Minor changes or notes on submitted plans may be in blue or black ink. Red ink is reserved for deprilment use only. 440-4614 tmavc'oMl USE ONLY, OIXICL Mechanical Permit Application ° Received Mechanical Date/By: Planning Approval Building City of Tigard Date/By: _ Permit No.: 13125 SW Hall Blvd. Plan Review Other Tigard,Oregon 97223 Date/By: Permit No.:Post- Phone: 503-639-4171 Fax: 503-598-1960 �, Date/ Date/B y: Land Use Case No.. Internet: www.ci.tigard.or•us Contact 1uris.: See Page 2(r,;- 24-hour r,;24-hour inspection Request: 503-639-4175 A Name/Method: Su r Icor-tttal information. TYPE OF WORK COMMERCIAL FEE*SCHEDULE-USE CHECKLIST New construction Deme!ition Mechanical permit fees"are based on the total value of the work Addition/alteration/replaCPment Other: — performed. Indicate the value(rounded to the nearest dollar)of all CATEGORY OF CONSTRUCTION TION mechanical materials,equipment,labor,overhead and profit. I &2-Family dwell in� Commercial/Industrial Value: $_ See Page 2 for Fee Schedul: - RESIDENTIAL EQUIPMENT/SYSTEMS FEE*SCIiEDULE ❑ Accessory Building Multi-Family Description I Qtygee ea. Total ❑ Master Guilder Other: Illestini#Coolin JOB SiTE INFORMATIO and LOCATION Furnace-add-on air conditioning" 14.00 < - Job site address: 1Gas heat um 14.00 '-1 Suite#: Bld ./A to Duct work 14.00 - Hydronic hot water system 14.00 Pro'ect Name: i : 7 r Residential boiler Cross street/Directions to job site: for radiator of h dronic system) 14.00 Unit heaters(fuel,not electric) in wall in-duct suspended,etc. 14.00 Flue/vent(for any of above) 10.00 -- - Repair units 12.15 Subdivision: Lot#: Other Fuel An Ilonces Tax map/parcel#: j L/ e _ r)'//>D� Water heater _ — 10.00 DESCRIPTION OF WORK Gas fireplace 10.00 / f� �. Flue vent(water heater/gas fireplace) 10.00' r ---- - Lug lighter(gas) 10.00 _ Wood/Pellct stove 10.00 Wood fireplace/insert 10.00 _ Chimney/liner/flue/vent 10.00 _ rl PROPERTY OWNER TENANT _ Other: 10.00 �T _ Environmental Exhaust&Ventilation Name;% /�;�,l S/,/ 1�=//c; /S/ l�i� " Range hood/other kitchen equipment 10.00 Address:?JC/� &) ,&IIII&T Clothes dryer exhaust 10.00 City/State/Zip: I t:�, Single duct exhaust Phoria: <,`) c'-71 Fa •- S (bathrooms,toilet compartments, APPLICANTI LJ CONTACT PERSON utility rooms) 6.80 Nam (. Attic/crawl space fans 10.00 10.00 _ Other: Address:f,'141 — Fuel Piping _ City/State/Zip: `��;�f".G/C'ClCl l_ �� `•($5.40 for Ora(4,51.00 each additional Phon 5 3 Furnace,etc. 5 > Gas heat pulp E-mail: _ Wall/suspended/unit heater CONTR A rTOR Water heater " Business Name: t��v�,h� l.t.VNt�i >/ Fireplace Range " Address: aBQ +� City/State/Zip: _ �_ _ Clothes dryer as " Phon :' Fay : _ Other: " 1,03' ___ Total: CCB Lic. #: Mechanical Permit Fees* Authorized f,//J(V,/ - Subtotal: $ Signature: _ ` ' f _ Date:-1 ` Minimum Permit Fee$72.50 S _ Plan Review Fee(25%of Permit Fee $ (Please print name) ____ State Surcharge 8%of Permit Fee S TOTAL PERMIT FEE $ Notice: i his permit application expires If a permit k not obtained%%Ithin 'Fee methodology,set by Tri-County Building Industry Service Board. I NO das s after it has hrcn accepted as complete. "Site pian rectub•ed for exterior A/C units. Iktti I'cnnu I onn `,1:;1'rrrnitApp.doc 01/03 t'. Mechanical Permit Application -City of Tigard Page 2-Supplemental information Commercial Fee Schedule: i Total Valuation: Permit Fee: $1.00 to$51000-W Minimum fee$72.50 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and S1.52 for each udditional$100.00 or frac Jon I thereof,to and including 510,000 00. $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and $1.54 t:,r each additional$100.01)or fro mon thereof,to and including 45,000.00. $25,001 AO t $$50,000.(A) $379.50 for the first$25,000.00 and $1.45 rot each additional$100.00 or fraction thereof,to and including $50,000,00. 550,001.00 and up $742.00 for the first$50,000.00 and $1.20 for each additional$100.00 or fraction thereof. j Assumed Valuations Per Appliance: Value Total ' Description: Qty (FA)_ Amount 9 Fumace to 100,000 BTU,including 955 i ducts&vents ['umace>100,000 BTU including ducts 1,170 1 &vents Floor furnace including vent 955 Suspended heater,wall heater or floor 955 mounted heater Vent not included in appliance permit 445 Repair units 805 <3 hp;absorb.unit, 955 to 100k BTU 3-15 hp;absorb.unit, 1,700 101k to 500k BTU 15.30 hp;absorb.unit,501k to I mil. 2,310 BTU 1 30-50 hp;absorb.unit, 3,400 1-1.75 mil.BTU >50 hp;absorb.unit, 5,725 >1.75 mil.BTU Air handling unit to 10,000 cf1m 656 Air handling unit>10,000 cfm 1,170 Non- ortahlc eveporak cooler 656 Vent fan connected to a single duct 446 Vent system not included in appliance 656 permit Flood served by mechanical exhaust 656 _ Domestic incinerator _1,170 Commercial or industrial incinerator 4,590 other unit,including wool stoves, 656 inserts,etc._ Gas piping 14 outlets 360 Each additional outlet 63 i TOTAL COMMERCIAL VALUATION: i U)sts\Pcrmit Fomu\MecPermitAppPg2.doc 01/03 t NLY Piumbin(o Permit Application ' ' i.. I,N Received I�lumbing _Date/By. Permit 1Ja�� City of Tigard I'lanni ig Approval Sewer Date/l3 : _ _ Permn No.: 1-1125 SW hall Blvd. Plan Review Other Tigard,Oregon 97223 Date/By: Permit No.: Phone: 503-639-4171 Fax: 503-598-1960 Post-Review land IJsc Date/B : Casc No.: _ Internet: www.ci.tigard.or.us Contact -_ Jurs See Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: _ Supplemental Information. 'TYPE OF WORK FEE*SCHEDULE: forspecial Information use checidist New construction 11 Demolition Description (lty. ee(ra.) Total Addition/alteration/replacerrient I EJ Other: New I-&1-farnfly dwellings CATEGORY OF CONSTRUCTION -(Includes 100 rt.for each u Ility connection 1 &2-Family dwelling Commercial/Industrial SFR Ibath 259.20 � SFR 2)bath _ 350.00 LIAccessory Building Multi-Family SFR 3 bath 399.00 ❑ Mastei-Builder 77 Other: Each additional bath/kitchen 45.00 JOB SITE INFORMATION and LOCATION Firesprinkler-sq.ft.: Pae 2 Job site address: 5& 5W 2- ;, - r/ She Utilities Suite#: _ Bld ./A t.#: Catch basin/area drain 16.60 - Project Name: / D ell leach line/trench drain 16.60 "'' '��"`� Footing drain no.linear fl. Pae 2 Cross st;eet/Iiirections to job site: Manufactured home utilities 110.00 Manholes 16.60 Rain drain connector 16.60 Sanitary sewer no. linear ft. Page 2 Subdivision: , Lot P: Storm sewer no.linear ft. Pae 2 Water service(nnlinear ft.) Page 2 Tax map/parcel #: ,x rj�� 'T /5 �•OOV . t DESCRSPTION OF WORK _�Ftxturc or ltrm _ ^" ---� ----- Absorption valve I6.60 Backflow preventer Page 2 -1 Backwater valve 16.60 -- Clothes washer 16.60 _ ------- ___.. Dishwasher 16.60 _ _ Drinking fountain 16.60 TROPERT �.c.Y ON% FR•, ,,.g TENANT Ejectors/sump 16.60 Name: L�- 7sSsj^�t �'�� / -� Expansion tank 16.60 Address: 74;oe Fixture/sewer cap 16.60 City/State/Zip: f Floor•!rain/floor sink/hub 16.60 Garbage disposal 16.60 Phon . < - DE 7 Fa fZ - ' 7 Hose bib 16.60 i iAP LI A #' _ CONTACT PERSON Ice:rwker 16.60 S'' ,i,--/- - / _Interceptor/grease trap 16.60 Address: 2 7,Vk< 5u/ ,�// 'YAG' - Medical gas-value: $ Pae 2 City/State/ i : ;, -,� 0/1. 971 Primer - IG.60 Roof drain commercial) 16.60 Phon !< Fa a Sink/basin/lavatory - 16.60 E-mail: Tub/sho ver/shower pan 16.60 CONTRACTOR Urinal _ 16.60 Business Name: a- e e)t-2) Ltkm 6i Water closet 16.60 - Water heater 16.60 Address: Other: City/State/Zip: Others ^ ---_ Phone: Fax: _Plumbing Perinit Fees*- subtotal $ CCB 1.1C. #: Cl �J`J� Plumb. LIC.#: Minimum Permit Fee S'2.50 S Authorized Residential Backflow Minimum Fee$36.25 Signature: Date: Plan Review(25%of Permit Fee S State Surcharge(84'o of Permit Fee) S (Please print nanx) __ TOTAL PERMIT FEE $ Notice: l hk permit aJyrlication rxpires If a pcnnit is not obtained ithhr All new commercial buildings require 2 sets of pons with isometric or INO days after it Ila%been accepted as complete. riser diagram for plan review. 'Fee methodology set by Tri-County Building Industry Service Board. i:\Dsts\Pennit Forms\PItnPcrmitApp.doc 01/03 FOR OFFICF I ISE ON LY Electrical Permit Application Received Electrical Date/By:: Permit No.: �O Planning P pproval - - Sign City of Tigard Date/By: -_ _ Permit No: 13125 SW Hall Blvd. Plan Review Other Date/By: Permit No.: Tigard,Oregon 97223 Phone: 503-639-4171 Fax: 503-598-1960 Date/ y: Land o.. Date/By: — Case No.. r--nernet: wavw.ci,tigard.or.us Contact luris.: Sec Page 2 for -hour Inspection Request: 503-639-4175 Name/Mcthod: ,S lcmental Information. _ TYPE OF WORK rvicPLAN REVIEW Please check all that apply')___ _ liiSee over 225 amps- I lealth-care facility ❑New construction _ Demolition -- commercial ❑I lazordous location �] Addition/alteration/replacementOther: ❑Service over 320 amps-rating of ❑Building over 10,000 square feet, CATEGORY OF CONSTRUCTION 1&2 family dwellings four or more residential units in 1 &2-Famil dwellin Commercial/Industrial ❑BuiSyslding over r three volts nominal one structure Y � — ❑Building over three stprics ❑Feeders,401)amps or more Accessory Building _Multi-Family ❑Occupant load over 99 persons ❑Manufactured structures or RV park ❑ Master Builder Other: ❑Egress/lighting plan �_ ❑Other _ Submit sets of plans with any of the above. JOB SITE INFORMATION and LOCATION The above are not applicable.to tem torary construction service.__ Job site address: ; /'r f , FEE*SCHEDULE _ Bid ./A t.#: Number of ins ectlonsper_permit allowed w. dDescription Qq' Fee(ea.) Total �Pr�ec��Same New resldentlal-single or multi-fandly per Cross street/Dlrcctlons to Job Site: dwelling unit.includes attached garage. Service Included: OF:/t3rN ) 1 Wo sq.It or less 145.15 4 Gach additional 500 sq.it.or portion thereof 33.40 _ 1 --- i.imited energy residential 75.00 2 Subdivision: Lot#: __ Limited ener;ty,non residential 75 _ 2 —'T --- / P.ach manufactured home or modular dwelling Tax ma /,greet #: L C' =-=�� service and/or feeder 90.90 1 DESCRIPTIO OF WORK Services or 1•eeders-Installation, alteration at ',c.lion: _— ^—_ ._.------- -- - -— —' 200 amps or Ics, 80.30 2 201 amps to 400 ams _ 106.85 2 --�— 401 amps to 600 ams -- __ 160.60 601 am to 1000 a� _ 2{0.60 2 PROPERTY OWNER 'TENANT _ 454.65 2 ---` Over 1000 amps or volts ___ Nanl �� S`��// 11 1" _ Reconnect only66.85 2 Address'-) Temporary services or feeders-Installation, alteration,or relocation: Cit /State/Zl : 200 amps or Icss T-_- 66.85 1 Phone: 201 amps to 400 nm . 100.30 2 Fax: --_ - - 133.75 2 aol w 60o ao,ps APPLICANT CONTACT PE O Branch circuits-new,alteration.or �y extension per panel: Nam / A rec for branch circuits with purchase of Addressz 7y�� ;[�e��l� ` / service or feeder fee each branch circuit 6.65 2 city/state/zit): B.Fee for branch circuits without purchase of -- 2 service or feeder fee,first branch circuit 46.85 Ph o 5 SS Fax' e 3 1.2— Phon Each additional branch circuit 6.65 2 E-mail: Misc.(Service or feeder not included) Each um or Irrigation circle 53.40 2 CONTRACTOREach sign or outline lighting 53.40 2 Job No: Signal circuit(s)or a limited energy panel, �— alteration,or extension _ Pae 1 2 Business Naini 11)kLl L�g cDescription.— Address: Each additional Inspection over the allowable In a of the above: CjtY/State/Zip: _ Per ins conn r hot•* min. I hour 62.50 _ —L_—.. I _ Investi anon fee: _ — — Other: _ CC$ Lic.#: 6 1 "j(U Lio.#: Electrical Permit Fees* _ Supervising electrician - ^_ __ Subtotal S si ature re uired: �___ _ Plan Review 25%of Permit Fee S Print Name: Lie.#: �State Surcharge(8"/°of Permit Fee S TOTAL PERMIT FEE S Authorize - Natfcc: "fits permH applkatlon explrrs if a permit IF not obtained within Signaturf'�� Date: __ 180 do%s atter It has been accepted as complete. *Fee methodology act h}TO-t'ounty Building Industry Service Board. -- (Please print name) i\Dsts\Permit Forms\FlcPermitApp doc 01103 Electrical Permit Application -City of Tigard Page 2 - Supplemental Information LIMITED ENERGY PERMIT FEES: RESIDENTIAL WORK ONLY: __ Feefor all systems............................................................ $75.00 Check Type of Work Involved: Audio and Stereo Systems* Burglar Alarm c iarage Moor Opcner* F1 I leating,Ventilation and Air Conditioning System* F1Vacuum Systems* 0 Other -- COMMERCIAL WORK ONLY: Fee for t�system......................................................... S75.00 (SEE OAR 918-260-260) Check Type of Work Involved: Audio and Stereo Systems Moiler Controls Clock Systems Data Telecommunication Installatiot, Fire Alarm Installation IIVAC Instrumentation Intercem and Paging Systems F] Landscape Inigation Control* Medical Nurse Calls Outdoor Landscape Lighting* Protective Signaling Other„ - -Number of Systems * No licenses;,I e required. H4 vows are required fur all other installations is\i)sts\Permit Pottns\ElcPcmiitAppPg2.doc 01103 +•Mnl Mrourr MMPKO"CV PFT.IVCL F Fv � 6etFlLTpf FMT1G WIM.T TV PV6 5D. ]Iq0' 1!!On FULL FLN6 1 IM..TOR AWL MO. p ) v) �_ __•—__ - boor Itlt'4970T _F �• lilt lilt III I 1111111 � f � I _ I � � j�• I ; � uv �E4 II it, 1 i I �I I 1 I I � • I I GAR 'Viln `,•� ,l,�/ 11 1 111111 1 I i I ro1mituT5 , I•! 1 ,1� �� 111 ��\\ 11 I �Fi 1 e M If�FLc+J "�"�wi Ir' I!. _ � „/,,.�'•. LIV l-• r N F,LSJ ' ) �`_�� Exrov -�' I� •I eLIV 1\ •� t i ..� �WM I 1 _ I twr M"KIWA a R IM UPC. J i 1 f Rl,aee eeTKt Fa urc. o ea JULZ ��' :64 GAR �T GAR '1 - - I LIV 10017, I I�I F!lOORATm FDP OPNII 1 I I 9 r Fu manse —men Flax •Mee DF Fre.Ibr oTTeey jes N Mzs1 ro INTM GKedi FwM rVow-ruM FABW 4 0 TM WI' Te m�n.rt+r. FtLer I ) Sa® 1 SITE,/ UTILITY PLAN ,� ,I ►v1 LIF) 4000- `3 -u v d . A44 YIC�Kr�ed seosr 1�v C-ITV nFTICARD. sPrE PLAN REVIEW _ (RU11.(11ti!; i'1:12M1l N!), � 3 - •7 aL, I-I.ANNINO OIVISION: R-7 Reociired Seth-ks: OArproved [] Not Ahrw- ,. 1�idc Slreel side: 10 I ' •��:+IClearnncc: 10 ApProcc6 [] Not ApproNvtl lti will•.ja- tcet S Serviee Pmvidrr i 'Alm Reg,11I..t 1:!�t�1►�t.FItIr�C; 1)k t�.�R I M�,_tv I a►c1uAI `Ic�pe. jl�S". u,u C'�AJPr�"t :+ r, ` . E „ � f Site I'len (►�'APPruticcl (] , � '� , � �•c'�1 Nutei: CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE FRANKLIN ELECTRIC INC 1031 E7 23RD COURT GRESHAM, OR 97080 Electrical Signature Form Permit #: MST2003-00172 Date Issued: 6118103 Parcel. 2S10413C-06000 Site Address: 14456 SW FERN ST Subdivision: MLP96-0011 JEFFREY Block. Lot: 003 Jurisdiction: 11G Zoning: R-7 Remarks: New SF - Path 1. Duplex for 14456 & 14458 SW Fern. Your company has been indicated as the electrical contractor for the permit indicated above. In order for the electrical permit to be valid, the signature of the supervising electrician is required. Please have the appropriate individue l from your cornpanv sign below and return this Electrical Signature Form prior to the start of the work to the address above, ATTN: Building Division. No electrical inspections will be authorized until this completed form is received OWNER: ELECTRICAL CONTRACTOR: MARK & DARLA BRITCLIFFE FRANKLIN ELECTRIC INC 7.7485 SW XANTHUS CT. 1031 SE 23RD COURT SHERWOOD, OR 97140 GRESHAM, OR 97080 Phone #: 503-925-8387 Phone #: 492-4651 Reg #: LIC 140170 ELE 2b-1041 Sill, 22oOS AN INK SIGNATURE IS REQUIRED ON THIS FORM X Signature of Su -;rvising Electrician �^ If you have any questions, please call 503.718.2433. H.G. Schlicker & Associates, Inc. C�) 607 Main Stlect, Suite 200 • Oregon City,Oregon 97045 (503)655-8113 • FAX (503)655-8173 Project#Y032163 July 7, 2003 To: Mr. Mark Britcliffe 27485 S.W. Zanthus Street Sherwood,Oregon 97140 Subject: Foundation Excavation Observations Tax Lot 6000, Map 2S-1-04BC Tigard, Oregon Dear Mr. Britcliffe: At your request and authorization, we visited the subject site on July 7, 2003 to observe the foundation excavation for the house:reing constructed at the site. Our observations were to determine if the excavation conformed with the recommendations set forth in our March 13, 2003 Engineering Geologic i lazards investigation report. At the time of our site visit, foundation forms were being constructed and most of the forms had been completed. tooting excavations generally exposed light brown to brown, stiff, slightly clayey silt to silt which is in conformance with our recommendations. However, we observed approximately 6 to 8 inches of slightly organic to organic, loose to medium stiff silt and silty fill at the southwest corner of the foundation excavation. This organic silt and fill will need to be stripped prior to pouring concrete. We marked the corner foundation area with white paint where additional stripping is required and showed Mr. Britclifle the area at the time of our visit. We recommend that this area be strippl.;d a minimum of an additional 8 inches. The excavation may then 5e backfilled with compacted, clean, '/, inch minus, crushed rock structural fill, or formed with a deeper footing. Once this additional stripping has been completed the foundation excavation will be in general conformance with the recommendations detailed in our 14arch 13, 2003 report. At the time of ow-site visit, we observed fills placed west of the building area that originated from the foundation excavation. The tills were placed on an approximately 5 horizontal to 1 vertical slope. Mr. Britcliffe reported that prior to placing fills, the fill areas were benched, and fills were placed in lifts and compacted. Based on our site observations we were not able to confirm benching or compaction of the fills. The westenr and southern fill slope generally sloped down from 20 to 35 degrees, with the southwest corner and southern slopes being the steepest. Our March S 3, 2003 report recommended that all unretained permanent till slopes be no steep than 2 horizontal to 1 vertical (approximately 26 degrees), and therefore all till slopes currently steeper than 2 horizontal to 1 vertical (211:1 V) will need to be flattened to no steeper than 211:1 V prior to completion of construction. GEOLOGISTS • LNGINEFRS • ENVIRONME'TAL SCIENTISTS Project #Y032163 Page 2 It has been our pleasure to serve you. If you have any questions regarding this letter or the site, please contact its. Respectfully submitted, H.G. SCI-ILIC AND ASS9CIATES, INC. EG N', O r VQWJW" / C1twl' 4Y1 ,c R/N C3L Christopher Humphrey, MSc, RG, CEG Project Engineering Geologist JDG:cch a H.G. Schlicker & Associates, CITYOF TIGARD SITE WORK PERMIT DEVELOPMENT SERVICES PERMIT# : SI12003 00029 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED : 10122/03 SITE ADDRESS: 14456 SW FERN ST PARCEL : 2S10413C-06000 SUBDIVISION: MLP96-0011 JEFFREY ZONING : R-7 _ BLOCK: LOT: 003 JURISDICTION : TIG CLASS OF WORK: OTR PAVING ?: RESO. NO: TYPE OF USE: SFA GRADING ?: VALUE: 2,000.00 EXCV VOLUME: Cy LANDSCAPING?: FILL VOLUME: Cy SITE PREP ?: ENG FILL?: STORM DRAINS?: SOILS RPT REQD?: IMPERV SURFACE: sf Remarks: Retaining wall. Owner: FEES MARK & DARLA BRITCLIFFE 27485 SW XANTHUS CT. Description Date Amount SHERWOOD, OR 97140 11WILD] Prmi I•ce-Valu 10/22/03 $62.50 1[it IPI'LNIPin Ck-Valu 10/22/03 $40.63 Phone: 503-925-8387 I1'AX I H ;t"fax-Fall 10/22/03 _ $5.00 Contractor: Total $108.13 � _ —_ M & D INSTALLATION INC. 27485 SW XANTHUS CT. SHERWOOD, OR 97140 Phone: 503-925-8387 Reg#: LIC 91116 Required Inspections Final Inspection This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You ma obtain copies of these rules or direct questions to OUNC by calling (503) 246-6699. Issued By: Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day Site Work Building Permit Application Received y Building Date/Ii : �� 0'S J� Permit No. `: r ; �yy? e�, s City of Tigard Planning Approve Other -- Date/B Permit No: y 13125 SW ball Blvd. Plan Review Other Tigard,Oregon 97223 Date/By: Permit No. Phone: 503-639-4171 Fax: 503-598-1960 Post-Review Land Use Date/By: Case No. Internet: www.ci.tigard.or.us Contact Juris see Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: _ -_ —y tiu Icmenla1 Infonnatinn TYPE OF WORK REQUIRED DATA: New construction E] Demolition__ I&2 FAMILY DWELLING ❑ Addition/alteration/replacement ❑Other: _ _CATEGORY OF CONSTRUCTION Note: Permit lees'are based on the total value,f the work performed. Indicate ❑ I & 2-Famil dwelling Commercial/Industrial the value(rounded to the nearest dollar)or all equipment,materials,labor, _,_ Y overhead and profit for the work indicated on this application G� Accessory Building Multi-Family Valuation , Master Builder_ Other: '" .............. . . ... ............ $ _J013 SITE INFORMAT and LOCATIO _ of bedroon No.of baths: S Tot umber of fl s..................................... Job site address: �� — New d in ea(sq.It.).................I............ Suite#: Garage/ca arca(sq.R.)............................ _--- Pro ect Name: — Covcre orch a(sq.ft.)............................. -- —_ Cross street/Directions to job site: Dec rest tur area... .. er structure area(sq. .)............................ REQUIRED DATA: _ COMMERCIAL-USE CHECKLIST Subdivision: _ I,ot#: Tax mat)/parcel#: ,t?:S /O 48�C — no000 Note: rmil fees'are based on the total value of the work perfor n(icate DESCRIPTION OF WORK the value riled h,the nearest dollar)of all equipment,n s,labor, overhead and it lin'the work indicated on this tion. Valuation.................. ............ $-- - -- }� Existing building area(s I --New building arca . .)..... ...... ................ - - - - - i Number of stor' - - ROl' R WN R TENANT Type of co uction........................... ......... O u y group(s): Exi --- Name: t-L _ New: -- Address: 2' � S` 4� �. City/State/Zi : '3 W 7 NOTICE: All contractors and subcontractors are required to be Phone: (, -` t> �'ax: '1 Z 1 licensed with the Oregon Constructiun Contractors Board under APPLI ANTI LJ CONTACT PERSON provisions of ORS 701 and mai I o required to be licensed in the Business Name: _ jurisdiction where work is being perfoitned. If the applicant is exempt C 1taet Name: from licensing,the following reason applies: Address: -- Cit /State/7_i ___ ----- --- - - —_—Z' Phone: J - Faxes_ BUILDING PERMIT FEES* E-mail: Please refer to fee schedule. CONTRACTOR — - -- —_ BUS1neS5 Name: I tees due upon application...... ................. Add®ress '. ' s e �,• � Amount ret:cised .......................................... _ - – , Fax: u 1 gate received -- – - J Authorized Notice his permit application egtlres Ira permit is not obtained ssithin Signature: _ Date: --__— 180 days strict it Ints been accepted■s complete. 'Fee mcillodulog% %et it% I tI_'otmh Huilding Induslr% tier%ice hoard. (Please print name) is\Dsts\Permit Fornts\BldgPermitApp.doc 01/03 SITE WORK PERMIT CHECK LIST Comm( 'ai, Multi-Family (R-1 occupancy) and Residential: Please cui i ipleto all items below, unless otherwise noted. -- — Excavation Volume: cu. Grading Volume: Soils re ort required for >5 000 cu. ds. curds; Fill Volume;: (Fill exceeding 12" in depth shall be compacted to 90% of maximum density) cum_ Retaining structure? (Check one) U Rock U CMU U Concrete U Other *Total new impervious area including all buildings, sidewalks, and paving:.. ft. Site Utilities Plumbing Work: Complete the "TAN" Plumbing Permit Application for site utilities plumbing work_ --kin—i-Required: S Plee"Site Work Permit Application - Plan Submittal Requirements" attached. rhe follo_win must accompany this a lirration: Site Plan with Vicinity Map showing *Parking (Including ADA) and ADA compliance_ _ Light Plan _ Grading Plan and details _ *Landsc-3p!ng Plan Erosion Control Plan and details_ Soils Report if required)..----, e uired _ I_ Reta-ininq Structures *Does not apply to 1 acid 2-family dwellings. # of Plans TYPE OF SUBMITTAL Required at (Includes New, Additions or Alterations) Submittal Commercial 4 Multi-Family R-1 Occupancy I One- & Two-Family Dwelling (� NOTE: Plan review is dependent upon submittal of a completed application and plans. After Flan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). i,,\dsts\tormsWtechecklist.doc 00[4101 Tuesday, September 30, 2003 rC,TOFT,GARD Robert M. Slyh, P.E. OREGON Willamette Engineering and Earth Sciences P.O. Box 1139 7 Dallas, OR 97338 Re: SIT2003-00028 and SIT2003-00029 Dear Mr. Slyh: Please include reference to the following items in your final structural observation report for the above retaining wall projects located respectively at 14450 & 14452 and 14456 & 14456 SW Fern St. in Tigard Oregon. 1. Adequacy of the placement and compaction of the crushed aggregate leveling pad for the base course of"Slope-Block" retaining wall blocks. 2. AdequaL, Y the placement and compaction of the crushed aggregate backfill behind the wall. 3. Adequacy of the provided drainage. 4. An explicit affirmation that the wall as constructed will adequately stabilize and retain the cut slope. 5. Final acceptance of wall construction. Thank you for your cooperation. Sincerely, 1'1� Mark VanDomelen Plans Examiner cc. Applicant mark Britcliffe, 27485 SW Xanthus Ct., Sherwood, OR 97140 13125 SW Hall Blvd., Tigard, Ot7 97223 (503)639-4171 TDO (503)684-2772 --- -- Tuesday, September 30, 2003 CITY OF TIGARD Robert M. Slyh, P.E. OREGON Willamette Engineering and Earth Sciences P.O. Box 1139 Dallas, OR 97338 Re: SIT2003-00028 and SIT2003-00029 Dear Mr. Slyh: Please include reference to the following items in your fi`,31 structural observation report for the above retaining wall projects located respectively at 14450 & 14452 and 14456 & 14458 SW Fern St. in Tigard Oregon. 1. Adequacy of the placement and compaction of the crushed aggregate leveling pad for the base course of"Slope-Block" retaining wall blocks. 2. Adequacy of the placement and compaction of the crushed aggregate backfill behind the wall. 3. Adequacy of the provided drainage. 4. An explicit affirmation that the wall as constructed will adequately stabilize and retain tl ie cut slope. 5. Final acceptance of wall construction. Thank you for your cooperation. Sinc erely, UJWI� Mark VanDomelen Plans Examiner cc: Applicant mark Britcliffe, 27485 SW Xanthus Ct., Sherwood, OR 97140 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 - It duct nal,11►hcrrize tilt vic►lalion of any it ptll+� h 1dera of private ruse►ru lt%. The up P t ut ad to contacl any such pubes and thi apprnvul before conanencing woo 9n9totee" and gazt4 Seieneea OF T P4, 2003 n - X}: ConditlanaliyApprCved.__,.„_.,_ .. For only the work as de cnibed in Mark Britcliffe see Letter NO. Follow.. _ 9- 27485 SW Zanthus Street Sherwood, Oregon 97140 Job Addrens: n tl _Sw Dere -to_2'Oj..... Re: Slope Block Retaining Wail Design, 14450 and 14458 SW Fern Street; Tigard; Oregon RECEIVED OFFICE. COPY Dear Mark: y U a 2003 At your request Willamette EngineeringM�nd Earth Sc ences (Willamette) has completed the cross section design for a maxim"TYQ?oM +� �taining Nvall s,,sieni constructed from SloP e-BlockTM modular concrc%LU1hIi9gPt%a units, at the above rctcrenced site. Based on our discussions, Willamette understands the project will involve constructing the wall against a cut slope created to allow placement of the structures approximately as shown on Figure 1. The retaining wall section used in the design was considered the critical section li)r the entire installation, as it was the maxinium height. Willamette understands the base of the wall will he founded in compacted aggregate fill. The wall will retain aggregate fill and residual native silts and clays. RETAINING WALL DESIGN Willamette utilized the design and stability analysis methodology outlined in the ;t3QV ' �e;• Block Design Manual (Willamette, May 1997) to deign the retaining �r.'�'1 ;:u-tion,, Ad assumptions for the modular block wall stability analysts are as follows: , , • 1. Wall backfill material is a free draining v ell-graded crushed st;►.re cr agpr;,,aty mixture. The material will be considered cohesionless. 2. The interface frt-.tion angle between the backfill and wall is 1-,ii to or grc,'110 than 2/3 the internal friction angle of the backfill material .... 3. Active earth pressures on the wall are determined based on modified Coulomb theory. The Coulomb earth pressure coefficient, Ka, is increased by 20 percent to account for uncertainty in design. Cohesion in the retained soil is accounted for by methods presented in Foundation Analysis and Design(Bowles, 1982) 4. The block-on-block interface Irictional coefficient is 0.70 based on data published in Naval Facilities Design Manual (NAVFAC DM) 7.I. P.O. Box 1139, Dallas,OR 97338 (503)623-0304 Roaming Wall Desi n, i 1 rem`k is -.T,r.. Mark F3ritcliffc MBR-001.001 April 4, 2003 Page 2 5. Adequate drainage is provided to reduce hydrostatic pressure build-up behind the wall. 6. A minimum of 18-inches of compacted backfill is placed behind the wall. 7. Stability of the excavated slope is the responsibility of the contractor. Analysis methodology was developed for th,� most critical installation option, which is constructed with the smooth block face out. The internal stability (local overturning and sliding) of the exposed split block face wall is greater than with the smooth face. External stability (global overturning) is the same. Design calculations therefore consider the less conservative case. The design wall cross section is presented in Figure 2. The maximum wall height above the finished ground surface in Front of the wall is 13-feet. The wall is inclined 28-degrees into the slope and is backed by an average of 2.0-feet of compacted angular aggregate. The wall was analyzed with a surcharge loading of 50-psf to accommodate light traffic loading. Soil parameters for the retaining wall stability analysis were based on presumptive soil values and data provided. Willamette analyzed the retaining wall for the stability of the compacted, cohesionless, aggregate backfill, and for the cohesive soil. A friction angle of 38 degrees was used to model the cohesionless aggregate till. Rased on our experience and the data provided, a cohesion intercept of 250-psf and an angle of internal friction of 28- degrees were selected to model the cohesive retained soil. • The minimum factor of safety calculated for the wall is 1.9 against overturning and greWer than 5 against sliding along the base, or shear failure in the wall for the rah:-,ive rp'r.irxVc► soil, for the static case. The minimum factor of safety calculated for the wall is 2.2 against overturning and greater than 5 against sliding along the base, or shear failr r. in the -rill for ,s I: the cohesionless aggregate fill, for the static case. The factor of sa:►ay reduced to a minimum of 1.6 for the quasi-dynamic earthquake loading of 0.2 gravities. r� Bearing pressures for the wall footing are a resultant of the forces acting to the y+2Fl .• axis. The bearing pressures are computed to be on the order of 1,000 pa;. 1 he allowable ,.•• bearing pressure anticipated for the soil conditions is on the order of 1,500-psf. " '' '..••• A summary of the design calculations is presented in Attachment A. Willamette has included spreadsheet analysis for both static and quasi-dynamic analysis of the wall for .:ach of the cohesionless and cohesive backfill conditions. Willamette also included output from SRWall, Version :3.22, from the National Concrete Masory Association. VdIetwetre Retanung kVtdl lksign, 141>U M% I ern� is C.;#(9 RCTUK9 and va rm SetenecJ Mark Britcliffe MBR-001.001 April 4, 2003 Page 3 CONCLUSIONS Willamette believes that the design wall system is stable for worst case static loading conditions. The analysis assumptions arc detailed above. The wall construction will require careful control of wall inclination, as variation in the wall angle will cause significant changes in the factor of safety. The minimum factor of safety for the analysis of the cohesive backfill case is 1.9, however. the analysis does not consider the strength of the aggregate wall backfill which will significantly increase shear and overtUring resistance. Analysis of seismic loading conditions for both cases yielded a factor of safety greater than 1.0. The dawings provided in this --eport are included to provide design detail regarding wall inclination and construction requirements. Physical waii location on the project site and setbacks from property lines are not included in this report and should be provided by the engineer responsible for civil aspects and site grading. � f • • a f ��V lF�l1 ttlClYc' kcia11,1119 Wall Design, 14450 SW 1•crn.lrjs (iK'est�'e'TlaC< ltnd tJ � L.tlT1Yt jcu'afC1 Mark Brit.cliflc MPR-001.00; April 4, 2003 Page 4 Willamette appreciates the opportunity to assist you with this design. If you have any questions, please call me at(503)623-0304. Sincerely, 76kvwCr& 5-9,s.zNq d4d (/cLT�s SCCL.rud FWD, PROre �`EO PaOFF. 170 3 17 3 REG FRT J EXPIRES 06/30/04 Robert J. Slyh, Principal Iingincer Attacluncnts: higt,res I and 2 Limitations 1 A: Wall Stability Analysis 1.. 1 . 1 1 1 1 1 1 I l f t �• 1 1 1 1 1 1 1 1 1 (/t/iltame:ttC i: l,unni_: .•..iii . .i_n I I 1" i.0il, vllc,"i1t12':ify QHQ vlLt�lL .JCCf:HtCQ CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 MS � �Q f 72- INSPECTION ZINSPECTION DIVISION Business Line: (503)639-4171 SUP _ - Received —_----_--Date Requested � AM- PM. _ BLIP Location uite _ MEC --.— Contact Person .42!n�Ll< — ---.------ Ph( —) 57(0-__7 7401n PLM — Contractor --------- -- - -- ----- Ph (--_) _ SWR — BUILDING Tenant/Owner __-_. — _— — ELC Footing ELC Foundation Access: Fig Drain ELR Crawl Drain SIT Slab Inspection Notes: Post& Beam — --- _ Shear Anchors — Ext Sheath/Shear ------------ Int Sheath/Shear Framing ---- - - -- -- - Insulation Drywall Nailing -- -- --- — ----- _— Firewall _ -- Fire Sprinkler Fire Alarm Susp'd Ceiling - �"— -- -------- Roof other: Final Final ----- ---- - -- -- ------- P�AW._�P RT JAIL PLUMBING _ _ --- - ---- ----- ----- TS�oam - -- - .. - ----- ----- n er Slab - -- - Rough-In _ _-- Water Service —_— Sanitary Sewer Rain Drains ------ -- —-— ---- Catch Basin/Manhole Storm Drain Shower Pan PART FAIL ANICAL - - - -� Post& Bearn Rough-In ----------- __ ----- -------------_-------------- ----- -- --- Gas Line Smoke Dampers - ---.__-- ------------------------ Final PASS PART FAIL — - --- . ---- _-_----.._ ---------_------ -- ELECTRIC_AL—_ -- - - ----- Service� - — ----- --- Rough-In ------._.__— UG/Slab _ Low Voltage ------------------ FwaAlatm F(nal L� Reinspection fee of$_______ -_- required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PART FAIL — n Please call for reinspection RE:.. Unable to inspect-no access-__—.__. -_.-- -- r� Fire Supply Line ADA Dats \ Ext __ Approach/Sidewalk __ls�f__�_ 1 _6_� Inspector_ --- - -"�- Other: Final DO NOT REMOVE this Inspection record from the Job site. PASS PART FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 (D/z( BLIP _— Received .�-zVL- 2—Date Requested___— —� AM__. _— PM BLIP _ Location —/ —a-/��1 _lZ Suite_ — MEC Contact Person __�!�. --- Ph (—� ) ��_� FLM _ Contractor----.-------________ Ph ( ----- — SWR — BUILDING Tenant/Owner _— ELC -- Footing ELC Foundation Access: -- --- Ftg Drain ELR Crawl Drain Slab Inspection Notes: SIT — — Post& Beam _-- Shear Anchors Ext Sheath/Shear Int Sheath/Shear --- - Framing --- --- ----- ---- -----____ - ---- --- Insulation �- Drywall Nailing �S1 �c5cc'S Firewall Fire SprinklerFire Alarm Alarm Susp'd Ceiling ,- Roof Fipr�- - �� •ice - ---------- - ART FAIL - ----- — PUN ING Post& Beam Under Slab Rough-In - �T Y✓` 8 ---_--- - - -- Water Service Sanitary Sewer Ficin Drains - ----- - ---- ----- -- Catch Basin/Manhole Storm Drain ------- -- - - -_--- -- Shower Pan Other: - --- --- --- Final PASS PART _FAIL --- MECHANICAL 7 Post& Beam Rough-In -- ... ------------ — — ---- Gas Line �gknlsp Dampers ------- Fin f PART _FAIL ------- - ---- --_ ---- ICAL Service ------ __ .----- ------- -- ----------- --- Rough-In _ UG/Slab Low Voltage Fire Alarm - _--- --- ---- ----- ----- Final IA Reinspection fee of$T _-_-_required before next inspection Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL ------------- SITE [_] Please call for reinspection HE ___- _ -__- - r l unable to inspect--no access Fire Supply Line ADA `b._ .L . V Approach/Sidewalk Date _ Z— Inspector _ s' -__ Ext ..-._— Other: Final DO NOT REMOVE this Inspection Lrd from the Job site. PASS PART FAIL H.G. 5chiicker & Associates, Inc. 607 Main Street, Suite 200 • Oregon City,Oregon 97045 (503)655-8113 • FAX (503)655.8173 Project #Y032163 July 8, 2003 To: Mr. Mark Britcliffe 27485 S.W. lanthus Street Sherwood, Oregon 97140 Subject: Photo Review of the Southwest Corner Of The Foundation Excavation Tax Lot 6000, Map 2S-1-04BC Tigard, Oregon Dear Mr. Pritcliffe: In our previous letter dated July 7, 2003 we noted that the southwest corner of the foundation excavation we observed on July 7 had organic, soft to medium stiff soil and till remaining in place. We recornmended that this organic soil and fill be stripped from the foundation area prior to pouring concrete. On July 8, 2003 you provided us with photographs showing the gcuthwest -.omer of the fo-ndation excavation which showed that you had stripped the w-.naming organic soil and fill from the excavation. Based on our review of the photographs you pc,wided, the f0andntion excavation is in general conformance with the recommendations detailed n. our �Aarch 13, 2003 Engineering Geologic Hazards Investigation report. If you have ar y questions regarding this letter or the site, please contact us. Respectfully submitted, H.(:. SCHIACK .J64k.AND ASSOCIATES, INC. �- 01V / � gpbcp I�IIPMRS`r i / E 1402/ �\ p G Christopher Humphrey, MSc, RG,CEG Project Engineering Geologist JDG:cch GEOLOGISTS • ENGINEERS • ENVIRONMENTAL sciENrlsTs