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W - LL c 7 .D L� U (9 7 Q a) O) > C L LL N ° > m c > j n y E E y N cNp NtV c0 n 4) _O , v, v� ° L C7 _O N )p Cl) J () C C ¢ W a co LL' LL LL cn LL a w U LL O Nccs) d LO cD (o Oqf C) C) O N N r N CN U1 h c7 Op h 1- h 1- F- h t- � r- r� 0 0 0 0 rN- f- � !, Qr1 `Qi 3 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ Q ¢ ¢ ¢ ¢ ¢ (o c`MN F F F F F F F F F f F F F F F F F F F F- F N w v) cn cn v) v) v) v) n cn v) cn v) v) w w 0 0 CITY OF TIGA,IRD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 6394171 q BLIP Date Requested 1 ;,, PM BLD Location41Suite MEC Contact Person _ ljAf I Ph -7L,07 q - PLM Contractor Ph SWR Tenant/Owner ELC Retaining Wall ELR Footing Access: Foundation �� ( FPS Ftg Drain ` SGN Crawl Drain Inspection Notes: - Slab SIT Post& Beam Ext Sheath/Shear Int Sheath/Shear _ Framing Insulation / Drywall Nailing % Firewall / Fire Sprinkler Fire Alarm Susp'd Ceiling _ Roof ' / Misc: _ 'TA .)PART FAIL - -- 'PLUMBING ,_-- Post& Beam Under SlabTop Out Out --- - - -- - _ Water Service _- Sanitary Sewer Rain Drains Final PASS_E,ART FAIL _ - ECHANI os eam -- --------- - ------ Rough In Gas Line Smoke Dampers Fig, ASS PART FAIL JEEtTRICAL - Service Roughin v~i UG/Slab - -- - —_-- —_- -- Low Voltage �- Fire Alarm -r Final ---------- - — — c,� PASS PART FAIL LL SITE -� Backfill/Grading ---- -- — - - - Sanitary Sewer Storm Drain [ )Reinspection fee of$ - required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin FiFe Supply Line [ ]Please call for reinspection RF [ J Unable to inspect-no access ADA 0 Approach/Sidewalk Dae ate _Inspect r - Ext Final PASS PART FAIL DO NOT REMOVE this Inspection record from the job site. CERTIFICATE OF OCCUPANCY CITY OF TIGARD PERMIT#: MST98-00437 DEVELOPMENT SERVICES DATE ISSUED: 11/23/98 13125 SW Hall Blvd.,'i igard, OR 97223 (503) 639-4171 PARCEL: 2S110AB-05200 ZONING: R-4.5 JURISDICTION: TIG SITE ADDRESS: 14155 SW 114TH AVE SUBDIVISION: HAWK MEADOWS BLOCK: LOT:005 CLASS OF WORK: NEW TYPE OF USE: SF 'TYPE OF CONSTR: 5N OCCUPANCY GRP: R3 TENANT NAME: REMARKS: Path I. Final Inspection Approved 6/17/99 by Tom Plescher, Building Inspector Owner: FOUR D CONSTRUCTION PO BOX 1577 BEAVERTON, OR 97075 Phone: 590-0805 Contractor: FOUR D CONSTRUCTION PO BOX 1577 BEAVERTON, OR 97075 Phooc: 590-0805 Reg#: c.. v, J L.1 This Certificate grants occupancy of the above referenced building or portion thereof and confirms at the building has been inspected for compliance with the State of Oregon Speci y C des forth o ccupancy, and use u er which the referenced permit was issu d� BUILDING INSPECTOR BUILDING OFFICIAL POST IN CONSPICUOUS PLACE CITY CF TIGARD MASTER PEF'M?T !DERM I T #. . . . . . . : MST98--0437 DEVELOPMENT SERVICE DATE ISSUED: 11/;�3/98 13125 SW Half Blvd., Tigard,OR 97223(503)039.4171 PARCEL: `S 1 t OAB-05`00 SITE ADDRESS. . . : 14155 SW 114TH AVE SLJBD I V I S I ON. . . . :HAWK MEADOWS ZONING: R-4- 5 BLOCK.. . . . . . . . . . LOT. . . . . . . . . . . . . :00`: JURISDICTION: TIG Remarks: Path I. ----------••-------------------------------------------------- BUILDING ------------------------------------------------------------- REISSUE: STORIES.......: 2 FLOOR AREAS---------- BASEMENT...: 0 sf HEDUIRED SETBACKS-.--- REGUIRED------------ CLASS OF WORK—NEW HEIGHT........: 24 FIRST....: 1037 sf GARA.GE.....: 704 sf LEFT........... 19 SMOKE DETECTRS: Y TYPE OF USE...:SF FLOGR LOAD....: 40 SECOND...: 1090 sf FRONT.........: 20 PARKING SPACES: 2 TYPE OF CON5T.:5N DWELLING UNITS: 1 F?NBSMENT: 0 sf RIGHT.........: 9 OCCUPANCY GRP.:P.3 BDRM: 4 BATH: 3 TOTAL------: 2127 sf VALUE..$: 163792 REAR..........: 25 ------------------------------------------------------ PLUMBING --------------—-------------------------------------------- SINKS.........: 1 WATER CLOSETS.: 3 WASHING MACH..: 1 LAUNDRY TRAYS.: 0 RAIN DRAIN ft: 100 TRAPS.........: 0 LAVATORIES....: 5 DISHWASHERS...: 1 FLOG'? DRAINS..: 0 SEWER LINE ft: 100 SF RAIN DRAINS: 1 CATCH BASINS..: 0 TUB/SHOWERS...: 3 GARBAGE DISP..: 1 WM EH HEATERS.: 1 WATER LINE ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0 OTHER FIXTURES: 0 ----------------------------------------------------------------- MECHANICAL -- ------- -- --------_----------•---------------------------- FUEL TYPES----------- FURN ( 100K ..; 0 BOIL/CMP ( 3HP: 0 VENT FANS.....: 4 CLOTHES DRYERS: 1 GAS FURN )=100K ..: I UNIT HEATERS..: 0 HOODS.........: 1 OTHER UNITS...: 1 MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS.........: 0 WOODSTOVES....: 0 GAS OUTLETS...: 1 ---------------------------------------------------------------- ELECTPICAL -------------------------------------------------------•---------- ---RESIDENTIAL UNIT-- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ----MISCELLANEUUS--- --ADD'L INSPECTIONS-- 1000 SF OR LESS: 1 0 - 200 map..: 0 0 - 200 alp..: 0 W/SVC OR FDR..: 0 PLMP/IRRIGATION: 0 PER INSPECTION: 0 EA ADD'L 5005F. : 4 201 - 400 asp..: 0 201 - 400 amp..: 0 1st W/O SVC/FDR: 0 SIGNiOUT LIN LT: 0 PER HOUR......: 0 LIMITED ENERGY.: 0 401 - 609 alp..: 0 401 - 600 amp..: 0 EA ADDL BR CIR: 0 SIGNAL/PANEL...: 0 IN PLANT......: 0 MANF HIM/SVC/FDR: 0 601 1000 amp.: 0 601+amps-1000 v: 0 MINOR LABEL -10: 0 ';•"a+ amp/volt.: 0 -------------------------------------- PLAN REVIEW SECTION -------------------------•------------ ;-'econnect only.: 0 )=4 RES UNITS..: SVC1171Ri=225 A.: 1 600 V NOMINAL: CLS AREA/SPC OCC: ----------------------------------------------------- ELECTRICAL- - RESTRICTED ENERGY ---------------------------------------------------- A. SF RESIDENTIAL--------------------------- B. COMMERCIAL------------------------------------------------------------------------ AUDIO I STEREO.: VAC" SYSTEM..: AUDIO I STEREO.: FIRE AL..ARM.....: INTERCOM/PAGING: OUTDOOR LNDSC LT: BURGLAR ALARM..: OTH: :: BOILER.........: HVAC...........: I.ANDSCAPE/IRRIG: PROTECTIV` SIGNL: GARAGE OPENER..: CLOCK..........: INSTRUMENTATION: MEDICAL.........: OTHR: HVAC...........: DATA/TELE COMM.: NURSE CALLS....: TOTAL 11 SYSTEMS: 0 Owner: -----------------------------------Contractor: ----------------------------- TOTAL FEES:$ 5165.20 FOUR D CONSTRUCTION FOUR D CONSTRUCTION This permit is subject to the regulations contained in the PO BOX 1577 PO BOX 1577 Tigard Municipal Code, State of Gre. Specialty Codes and all BEAVERTON OR 97075 BEAVERTON nR 97075 other applicable laws. All work will be done in accorOAnrp with apprived plans. This permit will expire if work is a- Phone 4: 590-0805 Phone 4: 590-0805 not started within IN days of Assuanco, or if the work i; a Reg C.- 000710 suspended for more than 180 days. ATTENTION: Oregon law L4 ------------------------------------------—---------------------- requires you to follow rules adopted by the Oregon Utility > Notification Center. Those rues are set forth in OAR 952-001-0010 through VA 952401-0080. You may obtain copies of these rules or �^ Direct questions to OUNC by calling (503)246-1987. -J -----------------------------------------•------------- RFOUIRED INSPECTIONS -------------------------------------------------------- C.] i Erosion 844-8444 Crawl Drain/Back Electrical Rough Insulation Insp Mechanical Final Footing Insp PLM/Underfloor Framing Insp Rain drain Insp Plumb Final Foundation Insp Mechanical Insp Shear Wall Insp Water Service In Building Final Post/Beau Struct Plumb Top Out Low Voltage Appr/Sdwlk Insp Post/Beam Mechan Electrical ervi Gas Line Insp- Electrical Final Issi-ted By :_ � / �\ �YL PP Signati-we: + + +++ —_- i l + + + t++++++++ ++ +M ++-+ i 4 +++++++f-+++-+++++ + ++++++ + +Call 639-4175 y 7:00 p. m. for- an inspection needed the - siness — + day CITY OF TSEWER CONNECTION -� DEVELOPMENT SERVICES PERMIT 13125 5W Hall Blvd., Tigard,OR 97223(503)639-4171 PERMIT #. . . . . . . : SWR98-0292 DATE ISSUED: 11/23/98 PARCEL-• 2S 1 1.0AB-05200 SITE ADDRESS. . . : 14155 SW 114TH AVE SUBDIVISION. . . . :HAWK MEADOWS ZONING: —4. 5 BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :005 JURISDICTION: -f I G TENANT NAME. . . . . :FOUR D C0NSTRUCTI0N LISA NO. . . . . . . . . : FIXTURE UNITS. . . . 0 CLASS OF WORT',. . . :fVEW DWELLING UNITS. . : 1 TYPE OF USE. . . . . :SF NO. OF BUILDINGS: 1 INSTALL TYPE. . . . :LTPSWR IMPERV SURFACE: 0 sf Remarks : Sewer connection for new single family dwelling. Owners ____.______._......._. _..__..._........_._..______.._..._____.____.._._—_----__....__._..____.._...__._.. FLET FOUR D C0NSTRUCTION type amol..Int by date recpt PO BOX 1577 PRMT `1 ,2300. 00 JSr 11/23/98 98-31 1035 BEAVERTON OR 97075 INSP $ ;5. 00 J5D 11/23/98 98-311035 Phone #.- Coil i :Colli ractore COUP D CONSTRUCTION PO BOX 1577 BEAVERTON OR 97075 Phone #: 590"0805 $ 2335. 00 TOTAL_ Reg #. . 0007119 -------- REQUIRED I NFPECT J ONS -- --This Applicant agrees to comply with all the rules and regulatiors Sewer Inspection of the Unified Sewage Agency. The permit expires 180 Jays 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 tha sewer is not located at the measvreernt given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, 0e installer shall purchase a "Tap and Side Sewer' Permit and the AgFncy will install a lateral. ATTFN71ON: Oregon law requires you to fallow rules adLpted by the Oregon Utility Notification Center. Those rules are set forth in OAP, 952-001-0010 through OAR 952-(9001-0080. You may obtain r-)pies of a these rules or direct questions to OLINC by calling (503)246-1987. ►� 1 s s 1-1 ed by C -- Z P e r m i t t e e S i p n a t 1_I r e : J 0000- 009;io G� C) 11. ' ++++4-+++++++++++++++++++++++++++++{•++++++++•}f•++++++++++++i•++++++++++++++++++++4 Call 639--4175 by 7:00 p. m. for an inspection needed the next bl_rsirress day 1 +++++++++++++++++++++++++++f++++++.f+++++++++++++++fi+++++++++++++++++• r+++++++++ 1 J f:ITY OF,TIGARD Residential Building Permit Application Plan Check# � 13125 SW HALL BLVD. New Construction Additions or Alterations Recd By TIGARD, OR 97223 Single Family Detached Date RecdDate to P.E. V 503-639-4171 Date to DST - F 503-684-7297 r-1-11 Permit# Print or i,pe Called//- Incomplete or illegible applicatio,lis wM not be acceptedw c��f' 9? - OA 91,2- Name of Project 1,1_0 Na Job 1,14 iv/,z�7�I4�1 u� S `✓� Address Site A dress Architect Mailing Address _ /State Zip Phone Name _r/ ,,,- o. t cmS7u c7?� _. N e -sfr. _ Owner M g Address v" Engineer Mailing,Address capL/'s�ta�tezip Phone g - � /State Zip Phone General Name Contractor 1*�G 21 s�L292 S ,yJi� lco �„ (� Describe work New% Addition O Alteration O Repair O Mailing Address to be done: Prior to permit Additional Description o,Work: is:,uance,a copy City/State Zip Phone of all licenses are required if Oregon Const.Cont.Board` Exp.Date PROJECT e:oired in COT Lic.# _ v VALUATION $ f data '_ - Ob �l Dori °� Mechanical Name NEW CONSTRUCTION ONLY: Sub- �' v rSq. Ft. House: Sq. Ft. age Contractor M a I' g Address —r� Prior to permit ��,� _� (v - ,y e/ S;r Indicate the restricted energy installation by the electrical issuance,a copy City/State Zip Phone subcontractor in the follow' g areas of all!icenses ResMcted Audio/Stereo are required if Oregon Const.Cont.BoarJ Exp.Date ,_.. r Energy System�r ___ _ Alarms expired in COT Llai/ Installations Vacuum Irrigation _database (v b 7d� - — G S stem S stem Plumbing Nar (check all that Other: Sub- L�:�►,!��►' applyL. '��-- 1--- 9 Corner Lot Y NO Fla Let YES X19 Contractor Mailing Address check one) (check one) ; Has the Subdivision Plat recorded? N/A NO Prior to permit City/State Zip Phone lC I issuance,a copy N/[LS a4 12 zz a 0-2.3 — — of all licenses are Oregon Const.Cont.Board Exp.Date Solar Compliance (Calculation Attached required it LIc# C? ,, L A,� � expired In COT f `!v 2� I hearty acknowledge that I have read this application,that the database Plumbing LIc.# Exp.Date information given is correct,that I am the owner or authorized agent of the owner,and that plans submitted are in compliance with Oregon State laws. _ — N Name Signatu Ow t —Date Bectrical 6-a-9e Sub- Mailing Address Cg tact Person ame Phone# Contractor 7 ,5 ,5 S w (��Zt1��•� tact � �r�; FOR OFFICE USE ONU City/State Zip Phone Plat#: MapITL#: Prior to permit / issuance,e copy v L /<<A �I�- �YY—/�S of all licenses are Oregon Const.Cont. Board Exp. Date S�tbeCk& Zo :y,; Solar: required if Lic.# y G expired In COT „3c?c? u 3 J Engineering Approval: Panning Approval: TIF: database Electrical LIc.# Exp.Date 34/-•23 I:SFREMI.DOC(DST)8111/98 Solar Balance Point Standard Worksheet Address_ Box A calculations: North-South dimension for the lot. Box A: This dimension is determined by finding the midpoint of the Noith lot line and drawing an intersecting line perpendicular to that point. First, determine which property line is the North lot line. The North lot line is the line witii the smallest angle from a line drawn east-west and intersecting the northern most point of the lot. 450 e► 1 NORh+FRN I NORMERN LOi UNE LOT UNE N North-South Dimension for Lot: Measure the distance from the midpoint cf the North lot line to the Sout'n lot line along the described line. ' feet 1 N / \ NORTH"IM CWENSION �\ -- V Box Q calculations: Shade point height for your residence. Box B: 1. Determine whether measurements will be based on Cie peak or eave of your Which describes structure. The orientation of the ridge is also irnportant. your residence? MPII/nM.ncr 1a: If the roof line runs North-South, measurements will (circle one) be based on the peak of the roof. To-a—E_V zv 4ui I— WV^1_4► 1B 1C 1 b: If the roof line runs East-West and the roof pitch is less than 5/12, measurements will be based on the cave. SHAIA r"t 11 FW 1 lc: If the roof line runs East-West and the roof pitch is ` 5/12 or steeper, measurements will he based on the �R."qu, peak. V"I Box B. continued Box B: 2. Measure change in elevation from front property line to finished floor elevation. If the lot slopes up from the rront lot line to the foundation, the figure is positive. If Z ft � the lot slopes down from the front lot line to the foundation, the figure is negative. - 3. Measure distance from finished floor elevation to the affected peak/eave. + G ft ft 4. If the roof line runs North-South, deduct three feet. if the roof line runs East-West, deduct nothing. 5. Subtract one foot for each foot of difference in elevation from the front p-operty 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. Total figure for box E3: _2 �` ft �t Box C. Distance to the shade reduction line. Box C' 1. Measure the distance from the North property line to the foundation near the yLj ft affected peak/eave. 2. Measure the distance from the foundation to the affected peak or eave. + 0 ft r' Total figure for box C: '> ft It is most useful to draw a vertical line to represent the appropriate figure found in box"A"and a horizontal rine to represent the appropriate figure found in box "C".The intersection of the vertical and horizontal lines determines Ole,value found in box"D". Th.,value in bcx"D"should be compared to the value in box "B"; if the value in box"B"is less than or equal to the value found i:i box"D",then the building is in comp;iance with the solar balance code. If you have any questions, please contact us at 639-4171,x304 or at the Community Development Counter. ._ MAXIMUM PERMITTED SHADE POINT HEIGHT (in Feet) Distance to �.•.,, North-south lot dimension(in feet) shade 100+ 95 90 85 80 75 70 65 60 55 50 45 40 reduction line from northern lot line(in fj:Ptl _ 70 40 40 40 41 42 43 44 65 38 38 38 39 40 41 42 43 60 36 36 36 37 38 39 40 41 42 55 34 34 34 35 36 37 38 39 40 41 50 32 32 32 33 34 35 36 37 38 39 40 45 30 30 30 31 32 33 31 35 36 37 38 39 "' 40 28 28 28 29 30 31 32 33 : 4 35 36 37 38 1-_ 35 26 ,26 26 27 28 29 30 31 32 33 34 35 36 -r a 24 (24 24 25 26 27 28 25 30 31 32 33 34 25 22 22 22 23 24 25 26 27 28 29 30 31 32 LL 20 20 20 20 2' 22. 23 24 25 26 27 28 29 30 15 18 18 18 11 20 21 22 23 24 25 26 27 28 _.lb. 6' 16_ 17 18 19 20 21 22 23 24 25 2.6 5 14 14 14 15 16 17 18 19 20 21 22 23 24 IBox D. Maximum ,allowed shade point height: — � ��O feet h!\docs\nancy\ventura\solar.chp Revised 2/26/96 ' 1714 © jc FOUR D CONSTRUCTION CO. 277 . Bill POST OFFICE BOX 1577 ■ BEAVERTON,OREGON 97075 ■ R-IONE(503)590-0805 ■ FAX(503)590-1751 P)o-F t �/ z�y S 1 L?. -- 403 7%' to Imo,, CP �K�P1N �QRQ J r � alt�^1��.(fT/off STF2F�'f LJ4N�f" CL �L OAJ 260 uc ecru `rt,i d,:w.N� — W m w J L ©- �^ Main Office oranch office P.O. BOX 23814 4960 Hudson Ave., NE Tigard,Oregon 97281 Salem,OR 97301 Carlson Testing, Inc. Phone(503)$84.3460 Phone(503)589-1252 FAX(503)684-0954 PAX(503)569-1309 `)ecember 3, 1998 7 1 `` �� / �� > j Lt) �� yak �• a Jub No. 97-G1388 ro,S 1 FIELD INSPECTION RETORT i PROJECT: Hawk Meadows-Lots 5, 10, & 11 ADDRESS: 5W 114th Avenue&SW Gaarde St. -Tigard,Oregon INSPECTOR: 13rlan D. Leach, E.1 Ai the request of Ala DeHarpport, CTI engineering associate, Brian Leach, visited the above referenced lots at 3:00 PM on November 30, 1990. The purpose of his,,sit was to inspect subgrade soil Conditions and draipage problems impacting the lots. i Tito subgrade sro'ls on �of 5 and 11 were observed and hand probed by CTI. The excavations have extended downi approximately 3 feet through the preexisting uncompacted fill on the surface of the rots. The subgrade sci(s consisted of a medium stiff, brown and grey, clayey silt. The upper 6 inches of the subgrade has b4come water-softened due to the amount of rainfall In the past week. These softer soils should be "mucked" out immediately prior to pouring. The observed subgrade for Lots 5 and 11 are considered¢uitable for a maximum allowable bearing pressure of 1,500 PSF. rhe subgrode soils on hot 10 were also reviewed by CTL From our observations,the excavation has extended down beyon the overlying.soft fill. During excavation, some moderate to large springs :were encountered, Th6 flow rate of the groundwaterwas estimated to be approximately 15 gal/min. CTI recommends constnicting a gravel drainage blanket beneath the proposed foundation. The drainage blanket should consist of a minimum of 12 inches of clean crushed drain rock (2"-314") capped with 12 inches'of a clean crushed aggregate (.V4"-0). The 3/4"-0 should be compacted to a Minimum of 90% of the modified Proctor as determined by AASHTO T-180. CTI should conduct the density test to determine if the required compaction has been achieved. Ar,erimeter footing drain is recommended for Lot 10. The drain should consist of rA 64..ch perforated o1• slotted pipe wrapped with fabric and covered with drain rock. I This report is based solely on a visual inspection of the ground surface. No evaluation of subsurface conditions wrls ptWo;r4d. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. ;f you have any questions regarding this report,please do not hesitate to contact us. Respectfully submitted, iL r v GEOTECHNICAL DEPARTMFNT CARLSON TESTING, INC-, l r /Geotechnir-al rn�15 Leach, E.I. D. Imbrie. P.EEngineering Associate Engineer cc: Riverwood Deve�oprv'nt: