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15230 SW MCFARLAND BLVD 0- HH31 HSO1NDW MS OEM w a z c V v � 00 N N O W N � LO O'LO IL P 15230 SW MCINTOSH TLRR Y OF TdGAR® PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2003-00153 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 DATE ISSUED: 4/22/03 SITE ADDRESS: 15230 SW MCINTOSH TERR PARCEL: 2S111DA-03400 SUBDIVISION: APPLEWOOD PARK NO. 2 ZONING: R-7 BLOCK: LOT: 029 JURISDICTION: TIG CLASS OF WORK: OTR GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: SF WASHING MACH: BACKFLOW PREVNTRS: 1 OCCUPANCY GRP: R3 FLOUR DRAINS. TRAPS- STORIES: WATER HEATERS: CATCH 8:.SINS: FIXTURES _ _ LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEWER LINE: it WATER CLOSETS: WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Remarks: Installation of residential backflow prevention device for irrigation system. FEES Owner: Descrytion Date Amount FIDEL FLORES _ 15230 SW MCINTOSH IPLLIMRI 1'r-rmit Fee 4/22/03 $36.25 TIGARD, OR 97224 Il'AXj R State iva 4122103 $2.90 Total $39.15 Phone : -503-372-8191 Contractor: OWNER REQUIRED INSPECTIONS RP/Backflow Preventer Phone : Final Inspection Reg#: a ac rn This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. °n Specialty Codes and all other applicable laws. All work will be done in accordance with approvw,d wplans. 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 Permittee Signature: ==_ Issue PV: � �C.d!ty , g Ca!1(503) 639-0175 by 7:00 P.M.for an Inspection needed the nex usiness day Building Fixtures Plu inbint Permit Application "Received Plumbing Permit No.:feN*e-XISJ Planning Approval Sewer City of Tigard Date/By: Permit No.: 13125 SW Hall Blvd. Plan keview other Tigard,Oregon 97223 Date/Bv: Permit No.: Post-R iew land Use Phone: 503-639-4171 Fax: 503-598-1960 DaiciB : Casc No. Internet: www.ci.tigard.or.us Contact N See Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: // Sunnlemental Information. TYPE OF WORK [_FEE*SCIIEDULE fora special information use checklist Total New construction Demolition __ Description pty. Fee(e■•) Addition/alteration/replacement Other: _ New 1-&.2-family dwellings r (includes 100 ft.for each u Ility connection2_ CATEGORY OF CONSTRUCTION SFR I bads 249.20 _ 1 &2-Family dwelling _ Commercial/Industrial SFR z bath 350.00 _ Accessory Building Multi-Family SFR 3 bath _ 399.00 _Master B SITE INFORMATION Builder other: Each additional bath/kitchen 45.00 and LO ATION___ Firesprinkler- .ft.: Page 2 Job site address: 5C T' Site uttlltta Bld ./A t.#: Catch basin/area drain r 16.60 _ Suite#: Dr ell/leach line/trench drain 16.60 Pro'ect Name: Footing drain no.linear ft.) Pae 2 Cross street/Directions to job site: Manufactured home utilities 110.00 Manholes 16.60 Pain drain connector 16.60 Sanitary sewer no.linear ft. Pae 2 Subdivision: _ Lot#: Storm sewer no.linear ft. _ Page 2 Water service no.linear ft. Pae 2 Tax ma / arceI#: Fixture or Item, DUCK.PTION OF WORK Absorption valve _ W16.60 _ Backflow prevcnter Pae 2 J Backwater valve 16.60 Clothes washer _ 16.60 Dishwasher _ 16.60 Drinkin fountain 16.60 ROPY OWNER; TEN T E'ectors/sum T 16.60 Name: t �jy.<<� Expansion tank 16.60 Address: d , Fixture/sewer ca 16.60 "T' Floor drain/floor sink/hub _ 16.60 City/State/Zip: 1 G � 0 Garbage disp2sal 16.60 Phone:3-9 - - /c Fax: Hose bib 16.60 L CANT CONTACT PERSON_ Ice maker 16.60 Name: _ _ Interceptot/grease try 16_60 Medical gas-value: S Pae 2 Address: _ Primer16.60 City/State/Zip: __ Roof drain commercial 16.60 o' Phone: Fax: Sink/basin/lavato 16.60 N Tub/shower/shower pan 16.60 I-- E-mail: 16.60 U) U,;;c! Water closet 16.60 Business Name: Water heater _ 16.60 J Address: Other: ao Other: - Cit /$tate/Zi LU Phone: _ Fax: PlumbingPes" ermit Fe _. ._f Subtotal $ _—�-�— CCB Llc. #: Plumb. LlcA Minimum Permit Fee$72.50 Sd 7 Authorized Residential Backflow Minimum Fee$36.25 9(e Signature: Date: Plan Review 25%of Permit Fee $ State Surcharge 8%of Permit Fee S (Please print name) _ TOTAL PERMIT FEE S Notice: This pe�ml application expires If a permit Is not obtained within All new commercial buildings require 2•tts of plans with laotnetrlc or 180 days after it hs been accepted as complete. riser diagram for plan review. 'Fee methodology set by Tri-County Building Industry service Board. is\t)sts\Permit Forms\PlmPcrmitApp.doc 01/03 PlumbingPermit Application - City of Tigard Page 2 -Supplemental Information Fee Schedule: Residential Fire Suppression S stems: Site Utilities Qty. Fee(es) Total uare Footage: Permit Fee: Footing drain- I"ICO' 55,00 9 to 2,000 $115.00 Footing drain-each additional 100' 46.40 __2,q01 to 3,600 __ $160.00 _ 3,60 1 to 7,200 __ $220.00 Sewer- I st 100' 55.00 7201 an d ater $309.00 Sewc:-each additional 100' 46.40 Water Service-Ist 100' 55.00 Medichl Cas S stems: _ Water Service-each additional 100' 46.40 Valuation: Permit Fee: — Storm&Rain Thain Ist lOO' 55.00 $1.00 to$5,000.00 Minimum fee$72.50 Stone&Rain Drain-each additional 100' 46.40 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for each Qty. Fee( ) Total additional$100.00 or fraction thereof,to and Fixture or Item Q y eai includin $10,000.00.___ Comcrci mat(Sack Flow Prevention Ikvice 46.40 $10,001.00 to$25,000.00 $148.50 for the first 510,000.00 and$1.54 for Residential Backflow Prevention Device each additional$100.00 or fraction thereof,to minimum permit fee$36.25) 27.55 and including$25,(M.00 Rain Drain,single family dwelling 65,25 $25,001.00 to$50,000.00 $379.50 for the first 525,000.00 and$1.45 for each additional$100.00 or fraction thereof,to Inspection of existing plumbing or I and including$50,000.00. specially re nested inspections-per hour 72,50 $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for Subtotal: each additional$100.00 or fraction thereof. Fixture Work: Are you capping,moving or replacing existing fixtures? If "Yes".please indicate work performed by fixture. Failure to accurately report fixtures could result in increased sewer fees*. uantit b Fixture Work Performed Comments regarding fixture work: Fixture Type: Replace - New Moved F.xlalln Canped -- Baptist r /Font _ �_ _ -- --- ---- Hath -Tub/Shower -Jacuzzi/Whirl ool - Car Wash -Each Stall --- -Drive-hru _ Cuspidor/Water Aspirator !� Dishwasher _Comn>ercial —- -Domestic Minking Fountain Eye Wash --- - Floor Drain/sink -2" 4" Car Wash Drain _ *Nute: If the fixture work under this permit results in an Garbage -Domestic increase of sewer EDUs,a sewer permit will be issued and Disposal -Commercial 4. -industrial fees assessed for the sewer increase must be paid before the Ice Mach./Rett; .Drains plumbing permit can be issued. Oil Separator CCjas Station U) Rec.Vehicle Dump Station Shower -Gang -Stall Sink _ m Sink -Har/Lavatory -Bradley -CommercialLu _ J -Service Swimming Pool Filter Washer-Clothes Wates Extractor Water Closet-Toilet Urinal Other Fixtures i:\Dsts\Permit Foams\PlmPermitAppPg2.doc 01/03 CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639.4175 01 MST INSPECTION DIVISION Business Line: (503)639-4171 BUP Received _—___ Date Requested_ 6 — /0 AM__ PM BUP Location _— tJ a �1 D ��LI� _—Suite ��- � MEC Contact Person Ph PLM �� __ Contractor __ — Ph(-----) SWR BUIL;:'N1. _ TenanYOwner ELC Footing FLC Foundation Access: -- Ftg Drain -/��? �,� ELR Crawl Drain Slab Inspection Notes: SIT Post&Beam ------ _— Shear Anchors -----��- Ext SheathlShear Int Sheath,'Shear Framing ---- ---- -— - --- - Insulation Drywall Nailing ----- - ---- Firewall Fire Sprinkler - -- -- Fire Alarm Siispd Ceiling --- -- --- ----- --- Roof Other. - Final PASS PART FAIL G — PLUMBING___ _ __— Post& Beam Under Slab --- — Rough-In Water Service — ---- --- - -- c' iiitary Sewer RainDra�i�: --- Catch Basin/Manhole Storm Drain -- -- Shewer an C"fier.-- - _- ------ -- - - -- PART FAIL --- ------ -- - CHANICAL Post&Beam - -- --- Rough-In -- - - - - Gas line Smoke Dampe1`3 — - - - ---- a Final F- PASS PART FAIL - -- --- ----- .. -- - -- ELECTRICAL Service J Rough-In --- - - --- - ---- m UG/Slab W Low Voltage �_ -- -- ---- -- -- --_ — J Fire Alarm Final Reinspection tee of$-_ _ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE Please call for reinspection RE: _._ - L� Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Uatw, /. - — Inspoetor —'- —_Ext Other: _ I FinFa _ DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL CITY OF TIGARD MASTER PERMIT nEVELOPIUIENT SERVICES PERMIT M. . . . . . . : MST98-0090 13125541'Hall Blvd., Tlgard,OR97223 (503) 39-4171 DATE ISSUED: 04/28/98 /)I(�rL PARCEL: 2S I 1 1 DA-03400 SITE ADDRESS. . . : +.5230 SW 86T++—TERR SUBDIVISION. . . . :APPL_EWOOD PARK NO. 2 ZONING: R-7 PD BL.00K. . . . . . . . . . LOT. . . . . . . . . . . . . :029 JURISDICTION: TIG Remarks: SF -Path 1 --_.______—__—___ -- --- ------------.___-- -- BUILDING REISSUE: STORIES.......: 2 FLOOR AREAS-------- BASEMENT...: 1 sf RECURRED SETBACKS----- REIIUIRED- ------ CLASS OF WORK.:NEW HEIGHT........: 25 FIRST....: 1837 sf GARAGE.....: 479 sf LEFT..........: 5 SMOKE DETECTRS: Y TYPE OF USE...:SF FLOOR LOAD....: 48 SECOND...: 1273 sf FRONT.........: 23 PARKING SPACES: 2 TYPE OF CM.:SN DWELLING UNITS: 1 FINBSMENT: 8 sf RIGHT.........: 17 OCCUPANCY GRP.:R3 BDRM: 3 BATH: 3 TOTAI - - --: 2318 sf VALUE..1: 163888 REAR..........: 19 _—__ ---------- --_ --- - -.. -------------- PLUMBING SINKS.........: 1 WATER CLOSETS.; 3 WASHING MACH..: 1 LNINDRY TRAYS.: I RAIN DRAIN ft: 188 TRAPS.........: 8 LAVATORIES....: 4 DISHWASHERS..... 1 FLOOR DRAINS..: 8 SEDER LINE ft: 181 SF RAIN DRAINS: 1 CATCH BASINS..: 8 TUB/SHOWERS...: 3 GARBAGE DISP..: 1 WATER HEAT'RS.: 1 WATER LINE ft: 188 BCKFU.W PREVNTR: 1 GREASE TRAPS..: 8 OTHER FIXTURES: 1 — -------------------------------------------------------- MECHANICAL ---- ----------------------- ---- FU L TYPES---------- FURN ( ;81K ..: 8 BOIL/CMP ( 3P: 8 VENT FANS.....: 4 CLOTHES DRYERS: 1 GAS FURN )=INK ..: 1 LIN IT HEATERS..: 8 HOODS.........: 1 OTHER UNITS...: 1 MAX INP.: 8 BTU FLOOR FURNACES: 8 VENTS.........: 8 WOODSTOVES....: 1 GAS OUTLETS...: 1 - ------- --------------------- -- ELECTRICAL --- --RESIDENTIAL UNIT--- ---SEIVICE/FEEDER--- --TEMP SRVC/FFEDERS-- --BRANCH CIRCUITS--- —-MISCELLANEOUS---- --ADD'L INSPECTIONS-- 1888 SF OR LESS: I 8 - 288 amp..: 8 8 - 288 amp..: 8 W/SVC OR FDR..: 8 PUP/IRRIOATION: 8 PER IISPECTION: 8 EA ADD'L 588SF.: 4 281 - 418 amp..: 8 281 - 488 amp..: 8 1st W/O SVC/FDA: 1 SIGN/OUT LIN LT: 8 PER HOUR....... 8 LIMITED ENERGY.: 8 481 - IN amp..: 8 481 - 688 amp..: 8 EA ADDI. BR CIR: 8 SIGNAL!PANEL...: 8 IN PLANT......: 8 OF HM/SVC/FDR: 8 681 - 1888 amp.: 8 611+amps-1888 V: 0 MINOR LABEL -18: 8 1811+ amp/volt.: 8 -------------------- ---- PLAN REVIEW SECTIQM --- ------------------- Reconnect only.: 8 )=4 AES UNITS..: SVC/FDR)zU`a A.: ) 681 V NOMINAL: CLS AREA/SPC OCC- ------ ------------ --- ELECTRICAL - RESTRICTED ENERGY A. SF RESIDENTIAL - B. COMMERCIAL— MID OMMERCIAL MID 1 STEREO.: VACUUM LYSTEM..: AUDIO I STEREO.: FIRE ALARM.....: INTERCOM/PAGING: OUTDOOR LNDSC LT: BURGLAR ALARM.,,: 0TH: :: X BOILER.........: HVAC...........: !ANDSCCPE/IRRIG: PROTECTIVE SIGIMI: BMW OPENER. CLOCK..........: INSTRUMENTATION: NEDiCAL........: OTHR: HVAC...........: DATA/TELE COMM1.: NURSE CALLS....: TOTAL M SYSTEMS: 8 Owner: ---------------------------------Contractor: -------------------- ---- TOTAL FEES:/ 3168.95 LEGEND HOMES LEGEND HIES CDRP/MATRIX DEN. This permit is subject to the rerrlations contained in the 6988 SW HHAINES ST PLAZA II, SUITE i218 Tigard Municipal Code, State of Get. Specialty Godes and all TIGARD OR 97223 6988 SW HAINES STREET other applicable laws. All Mork will be done in accordance TIGARD OR 97223 with approved plans. This permit will expire if work is L Phone A: 6M BW Phone M: 629-W not started within 188 days of issuance, or if the work is Reg C.: 888186 suspended for more than 181 days. ATTENTION: Oregon law --------------- — requires you to follow rules adopted by the Oregon Utility ~ Notification Center. Those rules are set forth in OAR 952-111-4818 through OAR 952-881-8888. You may obtain copies of these rules or direct questions to OUMC by calling (583)246-1987. REIIUIRED INSPECTIONS ------------------ ------ -------- --- Erosion 844-8444 Crawl Drain/Back Electrical Rough Gas Line Insp Water Line Insp Plumb Final J Footing In3N PLM/Underfloor Framing Insp Gas Fireplace Water Service In Building Final Foundation Insp Mechanical Insp Shear Wall Insp Insulation Insp APP►"/Sdwlk Insp Post/Beam Struct Plumb Top Out Low Voltage Gyp Board Insp Electrical Final Post/Beam Meehan Electrical Swo �')Fireplace Insp Rain drain Insp Mocha al Fina Issued By : Permittee Signature _� ++++++++++++ + + +++++++++++++++++++++++++++++++++ + + + ++� ++++++ Call 639-4175 by 11100 p. m. for an inspection needed the nP40 business day CITY OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION �01 Mm 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 PE RM I T PERMIT #. . . . . . . : SWR98-0050 DATE ISSUED: 04/28/98 PARCEL: 2S111DA-03400 SITE ADDRESS. . . : 15230 SW 86TH TERR SUBDIVISION. . . . :APPLEWOOD PARK NO. 2 ZONING: R-7 PD BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :O29 JURISDICTION: TIO -------------------------------------------------------------------------------------- TENANT NAME. . . .. . :LEGEND HOMES USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 0 CLASS OF WORK. . . :NEW DWELLING UNITS. . : 1 TYPE OF USE. . . . . :SF NO. OF BUILDINGS: 1 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE: 0 sf Remarks : SF —Path 1 Owner: ----------------------------------------------------- FEES --------------- LEGEND HOMES INC type amount by date recpt 6900 SW HAINES ST PRMT $ 2200. 00 JSD 04/28/98 98-305346 TIGARD OR 97223 INSP 8 35. 00 JSD 04/28/98 98-305346 Phone #: Contractor: _.----------------------------- OWNER ------------------------------------------------ Phone #: ! 2235. 00 TOTAL Reg #. . : ------- REOU I RED INSPECTIONS — -- — -- This Applicant agrees to comply with all the rules and regulations Sewer Inspection _ of the Unified Sewage Agency. The permit exoires 190 days from the date issued. The tota; amount paid will w forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer 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" Permit and the Agency will install a lateral. ATTENTION• Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR L 952-01-8010 through OAR 95-MI- aB0. You may obtain copies of X these rules or direct questions to OUNC by cal (583)246-1987. .:� Issued by: Permittee Signatures rD L J +++++++++++++++++++++++++++ t ++++++++++++++++++++++++++++++++++++++++•H+++++++ Call 639-4175 by 7:00 p. m. an inspection needed the next business clay +++++++++++..I+++++++++++++++++. ++.++++++++++++++++++++++++++++++'1++++•F+++++++ L_.__ Plan l CITY OF TIGARD Residential Building Permit Application Recd By Cr� 13125 SW HALL BLVD. New Construction Additions or Alterations Date Recd TIGARD,OR 97223 Single Family Detached or Attached (Duplex) Date to P.E.'�- V 503-639-4171 Date to DST F 503-684-7297 Permit#1 Print Or Type Called /�rR� ' Incompleta or illegible applications will not be accepted Sj Al* NU01 of Project � � ame � f`r0r.,4y Job j _.,� Architect M&1104Address r Address Sit Addn J Na CRyf$tste Zip Phone p Nan*J 11Ca „ Owner Maili Address State zip Ph Engineer aiil Addresscityl , Narn city/state Zip'. Phone General / x Contractor L pl,Q /-/.0,,97g-$ Describe work W Addrd n O AReratlon O Repair O ' Mailinif Address to be done: Prior to permitAdditional Description of Work: issuance,a copy City/Slate Zip Phone `•I __ ' of all licenses 62-0 -1 ()166 are required if O Const.Cont.Board Exp.Date',. PROJECT 7 y) iJN 3,4 expired in COT L Ic.NO / VALUATION t database 6 Mechanical Name NEW CONSTRUCTION ONLY: zj Sub- Sq. Ft,t! s a Sq. FL ge Contractor Mailing Addqob V ;k Prior to permit ?— J C l U th Comer Lot YES N� Flag Lot YES NO, issuance,a copy Costate Zip Phone (check one) (check one of all licenses 'F F+t r :15 Restricted Audio/Stereo Burglar,. are required if Oregon Cons.Cont.Board Exp.Data Energy System Alarm expired in COT Lic.N database $/ Installation Garage Door HVAC, Plumbing Name �7 pener Systems Sub- (check all that ✓ Other. 11 apply) 1.'. Contractor Ms,ling Address � 60,y- Will the electrical subcontractor wire EN/ 1' �j,NO restricted ene installations? Prior to permit City/State Zip Phone Has the Subdivision Plat recorded? Y S NO issuance,a cop r - of all licenser are Oregon Const.Cent Board Exp.Date -- required r Lic N Reissue of MST#: Sour Compliance exi l 3 P V/ /o'-o -q 15 !Calculation Attached) database Plumbing Lic.a Exp.Date I hearby acknowledge that I have read this application,that the information given is correct,that I am the owner or authorized H Name agent of the owner,and that plans submitted are in compliance with Oregon State laws. N Electrical SigryatureQt er/Agpnt D to f + Sub_ Mailing Address -' �G� aJ—o Contractor Z S W `i v t h Con d 5 rr a Fhon¢� City/State Zip P e r�� sjo- a, � w Prior to permit FOR OFFICE USE ONLY: -� issuance,a copy Art ,A q7 S9� J MO Plat 0: ap/TL#' n -.•..k of all licenses are Oregon Co st.Cont.Board Exp.Date I Zg X .--fiA 71 i required if Lica1` Setb s• z ne: Solar:•, expired in COT 19 ” q 4 database Electrical llc.N Exp.Date n n ng Approv I: P ann n Approval: TIF: I:SFREKWOC (DST)f/97 k r Box 8, continued Box B: 2. 'rleasure change in elevation from front property line to finishrd floor elevation. If the lot slopes up from the front lot line to the foundation, the figure is positive. U ft the lot slopes down from the front lot line to the founclatioit, the figure is negative. 3. Measure disance from finished floor elevation to he affecxed peak/eave. + e ft a 4. If the roof line nuns North-South, deduct three feet. If the roof line runs East-West, r) ft -3,0 deduct nothing. 5. Subtna one foot for each foot of difference in elevation from the front property line to the rear property line, if the lot slopes up from the front to the rear. If the lot has no slope or slopes up from the rear to the front, deduct nothing. ft 6. rotal figure for box 8: y _ ft ' Box C Distance to the shade reduction line. Box C- 1. Measure the distance from the North property line to the foundation near the S ft affected peaWeave. 2. Measurr the distance from the foundation to the affected peak or eave. + _ � ft , 3. Total figure for boat C � ft �. It is mast useM to draw a vertical Ree to represent the appmp"ABwe fared in bar'A'and a bortaontal tine to represent the appropriate figure formol in bac-C-.The intersection of ter he vdd and horitorrd Ines deKimines the value fotnxi in bat 1Y.The valve O' in box' should be compared to the value in boot 08';it the value in boot'8*b lea than or equal to the value found in box'O',th err the building is in compliance with the solar balance code. If you have any quenimu,please cwma us at 639-4171,x304 or at the Community Oevelaprnent Counaer. MA)UMUM 'ERMITTED$RADII POINT HEIGHT(In Feet) Disunee to North-south lot dimervdon on feed r -•� shade 100+ 95 90 83 80 75 70 65 60 SS SO 45 40 r+eduNon Ine firom northern h tint,an feert 70 40 40 40 41 42 41 44 65 38 38 38 39 40 4 42 43 60 36 36 36 37 38 3 40 41 42 55 34 34 34 35 36 3 38 39 40 41 50 32 32 32 33 34 3 36 37 3a 39 40 -3 30 30 30 31 32 3 1 34 3S 36 37 38 39 so Vie--- 23 M C 36 31 38- 35 26 26 26 27 28 2 30 31 32 33 34 35 36 :0 24 24 24 25 26 2 28 29 30 31 32 33 34 25 22 22) 22 23 24 26 27 28 29 30 31 32 J :0 20 20 20 21 22 24 23 26 27 28 29 30 9 15 1R 18 18 19 20 22-1 23 24 2S 26 17 28 J 10 16 16 16 17 18 1 20 21 22 2' 24 25 26 J S 14 14 14 15 16 1 18 19 20 21 22 23 24 Box D. Maximum allowed shade point height: feet h: ltolar.Cl+p Reviled Solar Balance Paint Standard Worksheet Address—Z& ,, Box A calculations: North-South dimension for the lot. Box A- This dimension is determined by finding the midpoint of the North lot line and drawing an interacting line perpendicular to that point. First, determine which property line is the North lot line. The North lot line is the line with the smailest angle from a line drawn east-west and intersecting the northern most point of the lot. �aaA 450— t 50rr N North-South Dimension for lot. Measure Ltie distance from the midpoint of the North lot line to the South lot line along the described line. `�, feet 1 N IV7 POW"am m ow�ao� Box B calculations: Shade point height for your residence. Boras 8: 1. Determine whether measurements will be based on the peak or eave of your Which describes structure_ The orientation of the ridge is also important, yr ur�midence? 1 a: If the roof line runs North-South, measurements will mv% (cirde one) be based on the peak of the roof. 100001 1 --s 1 A 18 (C_/j 1 b: If die roof line runs East-West and the roof pitch is less �nan 5i12, measurements will be based on the eave. sra:Rr+w 1 c- If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements will be based on the peak. �� a� f 'LOT FLAN LOT #213, AFFL E WOOD PARK IRI 251 11 DA - - - - 5W Broth TERRACE 5.E, 1/4 OF SECTION 11, T.2, R JW, W,M, CITY OF T IGARD WA5N INGTON COUN-C7 OREGON 1" . 70'-011 LEGEND HOMES 0900 S.W. BAU 9 ST[tR1[i TICA". OUGON D WATER METEk PLAZA 2, SUAT6 200 97229-2514 0MC3 (590) 020-0080 PA= (5w) 590-8900 W---------- WATER LINE --- --- --_----- SS------ SANITARY SEWER 8D— - - — STORM DRAIN ----- & OF STREET 0 MANHOLE ® CATCH BASIN PROPOCOED PROVIDE EROSION STREET TREES CONTROL FENCE ® STREET LIGHT PER COMMUNITY EROSION PLAN FIRE HYDRANT — Y I 1 L J ' 1 29 1 s 89'22'0811 E d' (1� 123r 1428' 1 (Y- _1 r ' 04 1 ; i I OIC 7 /�� I / I I __.l d 1 , ' �gD - T•- I-� - 8 89'22'05" r I 1991' 13.3,311" LOT 30 I �� II ' • Construction Inspection&Related Tests Car son Te s t e n g, Inc. Geotechnical Consulting P.O. Box 23814 �• GL- �I�� Tigard, Oregon 97281 April 22, 1998 Phone(503)684-3460 FAX(503) 684-0954 CTI tl97-G 1396 Pah c,, n Matrix Development CorporationTrIX�QQ_ (� 6900 SW Haines Street - Suite #200 �� Pd Tigard, Oregon 97223-2514 PARTIAL FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING V12 APPLEWOOD PARK II LOTS 15 THRU 29, 39, 45 THRU 48, 56 THRU 59, & 77 THRU 79 TIGARD, OREGON Cwlson T3stinrd Inc. (CTI), has conducted on-call inspecticr. services for the earthwork at the above residential development located off SW Hall Blvd. and SW Sattler ST.in Tigard, Oregon. Although not all of the lots within the subdivision are ready for final inspection, the developer has requested this letter summarizing our observations and testing during construction of the above referenced lots. The attached plan indicates the lots being reviewed for the partial final letter. This letter provides recommendations for foundation design and soil guidelines during construction of the single-family homes on the lots ii question. SITE PREPARATION AND FILL PLACEMENT Based on olir field observations and density test results, no engineered fill has been placed on any of the lots with the exception of Lot 77. From our conversation with Matrix Development, we understand the subject lots were left near original grade. CTI visited the site on April 21, 1998, to review the existing soil conditions. From our observations, the majority of the lots are covered with approximately 12 to 24 inches of uncompacted trench spoils, strippings and/or water softened soils. HOUSE EXCAVATION GUIDELINES The surface of the lots in question are covered with an roughly 12 to 24 inches of uncompacted or water softened material. If the developer wishes to warrant the excavation depth to suitable foundation bearing soil, we recommend that a minimurn depth of 2 feet be used. Some slightly deeper excavations may be required in isolated areas. If excavated material is spread around the lot and is expected to support appurtenant structures such as deck foctings and sidewalks, it should be placed, compacted, and tested as engineered fill. FOUNDATIONS The proposed one- to three-story residential buildings will likely be founded on shallow spread footings bearing on competent native soils or engineered fill. Spread footing design and construction should generally conform to UBC Chapter 18 and/or Chapter 4 of tLe CABO One and Two Family Dwelling Code, except where we specifically recommend otherwise. For protection against frost heave we recommend that spread footings on nonexpansive soils have a minimum final embedment depth of 12 inches for exterior grades on level ground; however, it is likely that footing excavations will be significantly deeper to achieve adequate bearing soil due to the soft surface soils. The recommended minimum widths for continuous wall footings are tabulated on the following page. CTI #97-G 1396 Applewood Park 11 Page 2 Minimum Width for No. of Stories Continuous Footing (floors supported) (in) 1-story 12 2-story 15 3-story 18 The allowable bearing pressure can be taken as 1,500lb/ft'for footings bearing on competent native subsoils or engineered fill. The recommended maximum load is 15 kips for column footings. For heavier column loads and masonry chimneys, a Soil Engineer should be consulted. The coefficient cf friction between on-site soil and poured-in-place concrete may be taken as 0.35 for native soils and 0.40 for engineered fill. The maximum anticipated total and differential footing movements ars- 1 inch and % inch, respectively, over a span of 20 feet. If requested, CTI can provide inspection services to verify that suitable foundfition subgrade is exposed prior to placement of concrete. CTI #97-G 1396 Applewood Park II Page 3 CLOSING AND LIMITATIONS Our reports pertain to the materials tested/inspected only. Thetter should be made available to each builder in hme_e developnt; however. information c ntaine hereir j is not to be reproduced except in full without prior authorization from this offic- This letter should not be construed to relieve or lessen the responsibility of the contractor or owner's site representative for this site wtrk, but is provided for the minimum required governmental assurance. Our support was given on an as-needed basis as requested. If conditions are encountered during foundation excavation which differ from this report, then the developer (Matrix Development), the contractor (Schmidt Excavating) and CTI should be allowed to review the condition before corrective actions are taken. Corrective work performed by the builder without notifying the above parties will be interpreted as an acceptance of the conditions encountered. Respectfully submitted, CARLSON TESTING, INC. 0 PRO �Fss �tO\� �NGINEfR jos 14743 y\ OREGON 23' 0. 1 Brian D. Leach, E.I. James D. Imbrie, P.E. Engineering Associate Principal Engineer cc: City of Tigard Schimdt Excavating CITY OF TIGARD BUILDING INSPECTION DIVISION Msr 24-Hour Inspection Line: 639-4175 Business Line: 639.4171 ' p SUP 2 7lDate Requested ( � AM –PM _ BLD Lr .,tion 152-30 ~ 14- 6 / — Suite p p p MEC '- Contact Person Ph 59p "d /4J PLM Contractor 13.. M h SNVR UILDING Tenant/Owner EI-C Trdra—ining Wall _ ELR Footing Access: r�-� �/( Foundation ,��eZS/5 7011 � FPS Fig Drain �V 8GM Crawl Drain Inspection Notes: ,P-,-COU E.5T-,S C-ARL1/ Slab _ SIT Post& Beam /4/0 WS P Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing \\ Firewall Fire Sprinkler Fire Alarm / �� AJC Susp'd Ceiling .> Roof Misc: PART FAIL PLUMBING ~ `� Post& Beam -- -- Under Slab _ Top Out Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL MECHANICAL Post& Beam Rough In Gas Line Smoke Dampers Final — -- P AIL a Service Rough In I — U) UG/Slab ?- Low Voltage J F•MAlarm E i Fi P45 F9 PART FAIL — -- —_ W J Backfill/Grading Sanitary Sewer Storm Drain [ ]Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ ]Please call fnr reinspectinn RE:_ _ [ ]Unable to inspect-no access Fire Supply Line !'SDA Approach/Sidewalk other Date q— Inspector Ext Final PASS PART FAIL DO NOT REMOVE this Inspection recond from the job site. ITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd., 179ard,OR 97223(503)639.4171 CERTIFICATE OF OCCUPANCY PERMIT M. . . . . . . I MS7-98-009@ DATE ISSU 'DI 081P8198 SITE: ADDRESS. . . I 15230 SW MC I NTUSH TERR PARCELI 2S111DA-03400 k3UHDIVISION. . . . s APPLEWOOD PARK NO. 2. ZONINOIR--7 PD BLOCK. . . . . . . . . . I LUT. . . . . . . . . . . . . :0 9 .JURI'3DICTIONsTIG Cl_AEia OF WORK. :NEW TYPE OF USE. . . a SF TYPE OF CONSTR s 5N OCCUPANCY QRP. IR3 OCCUPANCY LOAD:2 f�smarks I 9F -Fath I (Note previoue ardreset 152V 96th Terrace) Owned I. ---GE:ND HOMES ` 6900 SW HAINES ST f I GARD OR 97223 Phone 4#: 620-8080 Contractors I...E.GeND HOMES (SEE 60563) ' PLAZA II, SUITE #200 0-. 900 SW HAINES STREET T I PARD OR 972223 Phone IOI 620--8080 Rey #. . 1 000006 This Lwr tificatp grants ac:r.upEjr►cy of the above r^efer-pnced building or portion thareof and confirms that the building has been inspected for compliance witri the c;tatte of Oregon E;pec:iIty Codes for the gro'_rp, Occupancy, and use i.mcier Jtri.! 1P r•Pfer •need pal it was issued. via - /, � cn iJNnIN6 YN!iF�F(; — -- AL/IN P SUP_RVTSOR _H J_ m E POST IN CONSP I L.LIOU6 PLACE W