Loading...
8575 SW LODI LANE lti v CA �Z i i 8575 SW LWI LN CITY OF VICAR ® MASTER PERMIT DEVEL0PMENT SERVICES PERMIT #. . . . . . . : IvIST58-01 4 13125 SIN Hall Blvd., Tigard,OH 97223 (503)639.4171 DATE I S`:,IJE•D: 05/15/98 PARCEL: C2S 1 1 1 DA•-0&'700 !::::ITES ADDRESS. . . .-Oa575 SW l-ODI L_N ]SURD I V I S I(IN. . . . :APPLEWOOD PARK IVO. Z(IN I N(3: R--7 I-'D E+I_.00K. . . . . . . . . . L-OT. . . . . . . . . . . . . :0,:- :' TI.JR1SD1(_­T ION: TIG Remarks: Siegle family detached, Path 1. ----------------------------------------------------------- BUILDING REISSUE: STORIES......,.: 2 FLOOR AREAS----------- BASEMENT...: 0 sf REQUIRED SETBACKS—— REQUIRED------ ------ CLASS OF WORK.:NEW HEIUHT........: 23 FIRST....: 842 sf GARAGE. ,...: 441 sf LEFT..........: 5 SMOKE DETECTRS: Y TYPE OF USE...:SF FLOOR LOAD....: 40 SECOND...: 1007 sf FRONT.........: 21 PARKING SPACES: 2 TYPE OF CONST.:SN DWELLING UNITS: I FINBSMENT: 0 0 RIGHT.........: 10 OCCUPANCY GRP. :R3 BDRM: 3 BATH: 3 TOTAI------: 1849 sf VALUE..$: 131495 REAR..........: 22 -------------- PLUMBINS .--------------------------------------------------------------- -- SJlws.........: 1 WATER CLOSETS.: 3 WASHING MACH..: 1 LAUNDRY TRAYS.: 0 RAIN DRAIN rt: 100 TRAPS.........: 0 LAVATORIES....: 4 DISHF!ASHERS...: 1 FLOOR DRAINS..: 0 13EWER LINE ft: 100 SF RAIN DRAINS: 1 CATCH BAS?NS..: 0 TUB/SHOWERS...: 3 GARBAGE DISP..: 1 WATER HEATERS.: 1 WATER I_;NE ft: 100 BCKFL.W PREVNTR: 1 GREASE TiAPS..: 0 OTHER FIXTURES: 0 --------------------------------------•---------------- - -- -- MECHANICAL -------------------------- FUEL TYPE----------- FURN 1 100E ..: 1 BOIL./CMP ( 3HP: 0 VENT FANS.....: 4 CLOTHES DRYERS: 1 GAS FURN )=100K ..: 0 UNIT HEATERS..: 0 HOODS.........: I OTHER UNITS...: 1 MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS.........: 0 WOGDSTOVES....: 0 GAS OUTL.ETS...: 1 --. -----------------------------•--------------------------------- ELECTRICAL ------------------- —RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ----MISCELLANEOUS-.--- --ADD'L INSPECTIONS-- 1000 SF OR LESS: 1 0 - 200 amp..: 0 0 - 200 amp..: 0 W/SVC OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION: 0 EA ADD'L 500T. : 3 201 - 400 amp..: 0 201 - 4" amp..: 0 1st W/O SVC/FDR: 0 SIGN/OUT LIN LT: 0 PER HOUR......: 0 LIMITED ENERGY.: 0 401 - 600 amp..: 0 401 - 600 amp..: 0 EA ADDL BR CIR: 0 SIGNAL/PANEL...: 0 IN PLANT......: 0 MANF HM/SVC/FDR: 0 601 - 1000 amp.: 0 601+amps-1000 v: 0 MINOR LABEL -10: 0 1000+ ampAO lt.: N ---------------------------------- PLAN REVIEW SECTION ------------------------------- Reconnect only.: 0 )=4 RES UNITS..: SVC/FDR)=225 A.: ) 6W V NOMINAL: CLS AREA/SPC OCC: --------------------------------------------- ------ ELECTRICAL - RESTRICTED ENERGY ---------- -- ------------- --- --- --- ---------- A. SF RESIDENTIAL----------------•----•------ B. COMMERCIAL-------------------------------------------------------------------------- AUDIO A STEREO.: VACUUM SYSTEM..: AUDIO I STEREO.: FIRE ALARM.....: INTEr, ill/PAGING: OUTDOOR LNDSC LT: BURGLAR Al ARM..: 0TH: ;: X BOILER.........: HVAC...........: LANDSt,.:'E/IRRIG: PRITECTIVE SIGNL: GARAGE OPENER..: CLOCK..........; INSTRUMENTATION: MEDICAL........: OTh7: HVAC...........: DATA/TELE COMM.: NURSE CALLS....: TOTA M SYSTEMS: 0 Owner; ------------- -- -- - ---- -- ----Contractor: ------------------------------ TOTAL FEES:I 2BB6.76 LEGEND HOMFS LEGEND HOMES CORP/MATRIX DEV. This permit is subject to `he -egulations contained in the 6900 SW HAINES ST r-LAZA 11, SUITE #200 Tigard Municipal Code, State of Ore. Specialty Codes and Al TIGAPD OR 5722: 6900 SW HAiNFS STREET other applicable laws. All work will be done it, accordance TIGARD OR 97223 with approved plans. Thia permit will expire if work is Rione #: 620-8080 Phone #: 620-89,0 not started within 180 days of issuance, or if the work is Reg C.: 0NW. suspended for more than 180 days. ATTENTION: Oregon law ----____--- ___._________—-------_._---------------._._____ requires you to follow rules adopted by the Oregnn 7tility Notification Center, Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503)246-1987. ------------------------ - ------ -- ---------------- REQUIRED INSPECTIONS ----- -- --- Ernsion 844-8444 Crawl Drain/Back Elertrical Rough Gas Line Insp Water Line Insp Plumb rinal Footing Insp PLM/Underfloor Framing Insp Gas F:replacp Water Service In Building Final Foundation Insp Mechanical Insp Shear Wall Insp Insulation Insp Appr/Sdwlk Insp Post/Beam Strnc�_-- ---4 I umb Top Out Low Voltage Gyp Board Insp Electrical Final Post/Bens Meclan E ctrical 5 vi Frreplace Insp Rain drain Insp Mecha 'cal Fi al Tssr.Ted B— Permittee Signature : ' 7- _. ++ F+� }i hi ++F+}F1+ Htit+M�+�ttii4-+++4•F+•1-*............. i + F + + (}4 i.4 fi+4- Call 635-4175 by 7:00 p. m. for an inspection needed th T1ex , L(1_) .Pss day CITY OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION PERMIT 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 PERMIT #. : SWR98 -0059 DATE ISSUED: 05/t5/98 PnRCEL : 291 1 1 DA-02700 SITE: ADDRESS. . . :08575 SW LOD I LN SUBDIVISION. . . . :APPLE:WLIOD PA F�eK NO. Z DN 1 NG: R-7 PD BLOCK- - . . . . . L_OT. . . . . . . . . . . . . :022 JURISDICTION: T I G TENANT NAME. . . . . :APF'LEWOOD PARK #2 USA NO. . . . . . . . . . : F I XTI_IRE UNIT 5. . . : 0 CLASS OF WORK. . . :NEW DWEI._.1.. I NG UNITS. . : 1 TYPE OF USE. . . . . :SF NO. OF BUILDINGS: 1 INSTALL TYPE. . . . :BUSWR I MPE RV SURFACE:: 0 S-F Remar-ks : Single family detached, Path 1 . (]wner: --._.._._.........__...___._.._....._._._._.......___.______._.____ . ... ..._--......_ _ ._.____. __.____.____ FEES LEGEND HOMES type amnl.int by rate r-ecpt 6900 SW HAINF_S ST PRMT $ 22-00. 00 DEB 05/15/98 98-305796 'T IGARD OR 97L�2 3 IN SF' � =',5. 00 PUB 05/15/98 98---305796 Phone #: OWNER Ph o n e #: t 2235. 00 TOTAL_ Reg V. . . ------- REQUIRED INSPECTIONS This Applicant agre-s to comply with all the rules and regulations Sew,-r- Inspection of the Unified Sewale Agency. The permit expires 180 days from the date issued. The total amount paid will be forfeited i; the permit expires. T�, Aq?ncy does not guarantee the accurary of the side sewer laterals. If the sewer is n)t located at the s.-asuresent 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 laterol. ,ATTENTION: Oregon law requires you to follow rules adopted b)- the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001--0010 through OAR 952-MI-NN. You say obtain copies of these rules or--direct questions to OUNC by calling (503)246-1987. t T .,SllPC1 by : �/ Permittee ignat�_ire : 1 _��_,___ _ y_. / -4.........i-+++•4-+++++++4-++i•-F++++-F+4-4-F+++++++t+.4--+.++++++•++++t+l-++++i+-4 ++4.4-+t +--+-+-4-+4 Call 639--4175 by 7:00 p. m. for• an inssp+er_tion needed the next bl.ts,inr-Ss day 4++++}t+i+4-++•++4 ++++++++i•++++++++++++++++t+++++4-4++++*++++++4-+++++++4•4 .......... .r Plan CCil'r OFTIGARD Residential Building Perrnit Application Recd Bhye tJ�� 13125 SW HALL BLVD. New Construction Additions or Alterations Date Reda 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 N Ti.-OP-4 Print or Types called Incomplete o, illegible applications will not be accepted N e of Project ame Job J _p Address Site Addres>3 Architect Maili Add ss _ 4, cc _ Na a City/$tate Zio Phone Owner Mallin§Address ,��� Citylstate Zip Phone Engineer Mallin Address 7? General Nam City/ late =�' Phone Contractor L _� �Q 'P-5Describe work ew Addit nl8 O AP, P, air O Mallin Address to be done: Prior to pennR (n�t� Additional Description of Work: issuance,a copy City/State Zip Phone1. ` of all licenses Q 6 210 _a� Q are required if Ore Const.Cont.Board Exp.Date PROJECT A expired in COT Lic.Nv G_/ �- VALUATION �� database Q Mechanical flame NEW CONSTRUCTION ONLY: q Sub- 7)v(1Sq. Ft. House: Sq. Ft. G ra e Contractor Mailing Addia� c , Ora Prior to pe.mit Zq2'�i 5 L' O�, h Comer Lot YE NO Flag Lot YFS N issuance,a copy City/State Zip Phone (check one) (check one) of all licenses 'P l IQn ��jlQ 25-, r Restricted Audio/Stereo Burglar are.required it Oregon Cons.Cont.Hoard Exp.Date Ener expred in COT Lic# Energy S Stem_ Alann database `� $_ I 5' 3e' 'Ci$ Installation ; , Garage Door HVAC Plumbing Name Opener _ Systems Sub- � I (check all that Other: Contractor Mailing Address ' __r apply) ___ Will the electrical subcontractor wire for all YE NO �U © �- _ � restricted energyInstallations? Prior to permit City/State Zip Phone - is mance,a copy C _ Has the Subdivision Flat recorded? N/A NO of all licenses are Oregon Cons` Board Exp.Date �+ _ required if LicaG Reissue of MST#: Solar Compliance expired in COT .,Z_� /% 1 U (9 q _ (Cal�.ulation Attached) database plumbing Lic.# Exp.Date I hearby acknowledge that I have read this application,that the information given is correct,that I am the owner or authorized ------- agent of the owner, 2nd that plans submitted are in compliance Name "�--- with Oreqon State laws. Electrical _Qa�C h jam}r f � Signature of Owner/Agent Date Sub_ Mailing Addre,;s Contractor 5 W T-V (-t t h W,�� CoM�fct Pets " IN Phone# City/State Zip p Prior to permit _FOR OFFIC USE_ONLY: issuance,a copy >4 � (S Ck 7, SQ 0.2 0 Plat#: of ail licenser,are Oregon Cof sl.Cont.Board Exp.Date V_— �pITLM _ U required if Lic.# �_ Setbacks: � T Zone: , e-xpired in COT � �fo7 - lq - ; Solar: database Electrical Lic,M Exp. fete Engineering(Apprcval Plar.ningApproval: TIF: I SFREM.DOC (DST) 'a Solar Balance Point Standard Worksheet Address S14 Box.% ailculations: North-South dimension for the lot. Box A. This dimension is determined by finding the midpoint of the North lot!ine 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 with the smailest angle from a line drawn east-west and intersecting the northern most point of the lot. ♦mow 1 � t041 gar w N .or Ux w North-South Dimension for lot: Measure the distance from the midpoint of the North lot line to the South lot line along the described line. feet t N "::,-"TAdow"Nam ares Box 8 calculations: Shade point height for your residence. Box B: 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 your residence. 1 a: If the roof line runs North-South, measurements will (cirde one) be based on the peak of the roof. 0 0 0 0 1A 1 B h C 1 b: If the roof line runs East-West and the roof pitdi is less unan 5i12, measurements •.viii be based en the eas e. �"r I 1c: If the reof line runs East-,Vest and the roof pitch is 5/12 or stepper, measurements will be based on the G=yc peak. Box 8. continued � Box B: 2. measure change in elevation from front property line to finished floor elevat.on. If the lot slopes up from the front lot line to the foundation, the figure is positive. If ft the lot slopes down frcm the front lot line to the foundation, the figure is negative. 3. N;easure distance from finished floor elevation to the affected peak/eave. + ft 4. If the roof line runs North-South, deduct three feet, If rhe roof line runs East-West, ft deduct nothing. S. Subtract one foot for each foot of difference in ele-ration 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. Tota) figure for box 8: Z `� ft Box C. Distance to the shade reduction line. Box G 1. Measure the distance frvm the North property line to the foundation near the 2z . ?-1 ft affected peakleave. 2. Measure the distance from the foundation to the affected peak or eave. + Z ft 3. Total figure for box C: .�� ft 1 It is mast useful to draw a verticil tine to represent the appropriate lure(wind in boot'A'and a horizontal One to represent the appropria t figure round in box'C'.The intexeion of the vertical and horkontal One detenWries the value found in boat'O'.The value in box 1Y i'would be compared to the value in box'8';if the value in boot'8'is tea than or equal to the value found in boot'O',then the building is in compliance with the solar balance code. If you have any questions.please noncwl us at 639-4171,x304 or at the Community Oevelopr+ent Courter. MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet) Ois; or, North-south lot c0mension On reef! shade 100+ 95 90 85 80 75 70 65 60 55 50 45 40 reduction Ore from northern tat ane An feed 70 40 40 40 41 42 43 44 65 38 38 38 39 40 41 42 43 60 36 36 36 37 18 39 40 41 42 3.3 34 34 34 35 36 37 38 19 40 41 30 32 32 32 33 34 35 36 37 38 39 40 =530 30 30 11 32 33 34 J1 36 37 38 39 10 28 23 28 29 30 31 32 3 34 35 36 37 38 35 26 26 26 27 28 29 30 1 32 33 34 35 36 :.0 24 24 24 25 26 27 28 29 30 31 32 33 34 :S 22 2-1 22 23 24 25 26 Ii7 28 29 30 31 32 =0 20 20 20 21 22 23 24 26 27 26 29 30 13 18 18 18 19 20 21 2-1 24 25 26 27 28 10 16 16 16 17 18 19 20 �1 22 23 24 25 26 I i 14 14 14 15 16 17 18 �19 20 21 22 23 24 Box d. madrrium allowed shade point height: feet h�`dcx�4vu+ctilvenarralrtar.dip Re wd:.12M36 =L. 0T FLAN L-OT #22 , AFFLEWOOD FAR< R-1 251 11 DA 5W LODI LANE �).E. 1/4 OF SECTION 11, T.2, R.IW, UM, �,ITY OF TIGARD ..U45NINGTON COUNTY, OREGON LEGENDHOME 6900 S.R. IWNES STREET TIGARO, OREGON U WATER METER P[A2A 2, SCUTE 200 97223-2514 W- ------ WATER LINE OFFICE (503) 620-8080 FAX (509) 598-8900 55——— — SANITARY SEWER SD— - - — STOPJ-1 DRAIN -- -- — (t ::F STREET MANHOLE CATCH BASIN PROPOSED PROvIDE EROSION STREET TREES CONTROL FENCE STREET LIGHT PER COMMUNITI' EROSION PLAN FIRJ HYDRANT t6 1 A L Li LOT 24 Lor 23 3 , N 855' 54' 25" E LOT 21 4V p �i •�.0' lJL I � LOT 22 4393 SQ. FT. Li !RONWOOD A � �n FIN. FLR 199.8' / 40' to GARAGE FLRj 1993' I � � 1 --- ---- - - - ------- R-19.09' i -- L-29.85' a N 9'54'2 "E _ 49.00 _ �5W LCDL LANE - -� CITY -1 CF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd., F.4ard,OR 97223(503,1639-4171 CERT)FIGiI*TC. JF UC CUPIANU Y PFRMIT #. . . . . . . . DATE ISSUEOl oq /C�r /,)a I1 E ADDRESS. . . : 08575 S14 LODI LN VIARCELt Ub,'-)I V J G I ON. . . . t Ai:p17,1._FWnOE) pApK 1,40. G 7 ON V,`,: R :-Oc.v. . . . . . . . . . .. LOT. . . . . . . . . . . . . JUR IGD I L T1 ON v T 1(3 ... .. .... LAGS OF WORK. tNEW YVIE OF uGE, . . a 5F.7 JYPE OV C.011STRu514 OCCUPANCY GKI. i R3 OCCUPIANCY LOADs2. R(?M,1r*t49 - Single faiiiiy detadied, Path 1. LEOLND HOWF_'�i 6900 ';W HAINES) ST 710API) OR 972J:3 V'hone #- (ontrakct or MOTPIX DEVELOPMENT CORPORATT()N PLAZA 1 1, BUTTE #24110 6900 P)W HAINES STREU 71GARD OR 9?223 r-l-lone #1 6C20­8080 R p q #. . t 000006 This Ce) tif ic, ate qv-,aj)tS occ.,j_%pAnry of thf, above refr-rotirm cd port inn ther-oof and confirms that the build'I"ng has been i'll.;Pected for compli .Rncp withOregonthe StAte of Oregon Specialty Codes for the qroi.ip, oc.,rk.!rjknv y, and ,me �jnrjpj._ the veference(I o9r,mi.t was, issueci. BUILDING INSPECTOR I 4NS P E�_�C W�S- POST IN CCINSPICUOUS pj I j(j CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 G� BLIP _ &0 Date R equeste-d _ ! ""� - —Am PM -- Bt p Location Suite _ MEC Contact Person — .�P_� Ph PLM —_ Contractor_ _ _ Ph SWR _ BUILDIhO Tenant/Owner _ ELC Retaining Wall ELR _ Footing Access. Foundation .�, FPS Ftg Din--, r ar I�,���,�f�'�lkA�""�t - ---- - Inspertio.i Notes: SGN -- Slab r Post 8 Beam — IT /V��,{ Ext Sheath/Shear Int Sheath/Shear Framing 1Lv�-.•S S iii--t.4 Jjc•� 711� � - /,ThS C) Insulation ---- Drywall Nailing w r�u, 7- t ���-� /� ,--• Firewall --- ---- - Fire Sprinkler Fire Alarm - Susp'dCeiling 5 'c..��le /�r'�rr�rsl1- Roof / misc. _ �/bv' L.- ' , - 1i17�I7` ` PART FAIL PLUMBING Post& Beam -- _...------,--- Under Slab Top Out -- - ----- _-._..- Water Service Sanitary Sewer -" Rain Drains Final ---- -- P P*KT- FAIL ECHANICAI_ - b';i S Ream -_-------- ------- R^ugh In Gas Line I ---+------ ---- --- — IMAR FAIL el 1PIMCIlyppid-al Z- _-_-.- -__ ---- - ur/sI h Low Voltage ----"— --- Fire Alarm Final ---`- ----- ---- PASS PART FAIL SITE -- -- Backfill/Grading - — Sanitary Sewer Storm Drain j ( ] Reinspection fee of$ required before next in,,pecnon Pay at City Hall, 13125 SW Hall Blvd Catch Basin 1 Fire Supply Line ( ]Please call for reinspectlon RE: [ ] Unable to inspect-no access ADA 'nnn Approach/Sidewalk r� Date Other �/ L Z - Inspector _ Ext Final — PASS PART FAIL 00 NOT REMOVE this inspection record from the job site. y. Page No. CASE HISTORY FOR CASE NO.: MS79B-010: LEGEND HOMES 08575 SW LODI LN 12/07/98 Action Description Req/ Srhd/ End/ Action Notes Diap By Update Upd Code Sent Done Done Date By MSTA005 Application received / / / / 04,09/98 RECD BON 04/14/98 BT2 MSTA008 Permit Created / / / / 04/13/98 DONE DEB 04 13/98 DPA MSTA010 Check for prcl. restrict. / / / / 04/13/98 DONE DEB 0• /13/9, DRA MSTA012 Plane routed to Plans Examiner / / / / 04/13/98 DONE DEB 04!13/98 DRA MSTA026 Plans approved by Pln Examiner / / / / 04/14/98 PASS RT 09/14/98 BT2 MSTA030 Reviewed plans routed to DSTS / / / / 04/27/98 PASS RT 04/27/98 BT2 META032 DST Poet Review Completed / / / / 04/27/98 DONE DLH 04/27/98 DLH MSTA080 (F) Ready to issue / / / / 04/27/98 Need TIF Credit Voucher. PASS DLH 04/27/98 DLH MSTA092 (F) Issue combination permit / / / / 05/15/98 DONn DEB 05/15/98 DRA MSTA095 Issue plumping signature form / / / / 05/22/98 RECD JMT 05/22/98 JT MSTA09 Issue electric signature form / / / / 05/22/98 RECD JMT 05/22/98 JT 04/i3/98 DRA MSTA155 Development conditionc ret / / / / / / { U4/13/9c DRA MSTA700 Erosion 844-8444 / / / / MSTA705 Footing 1110P / / 05/26/90 FILL TESTED AND APPROVED BY CARLSON PASS TLP 0:/27/98 J•H TESTING. REPORT IN FILE MSTA706 Foundation Inap / / / / O5/26/Si PASS TLP 05/27/98 J•H MSTA710 Post/Beam Structural / / / / 06/08/98 PASS TLP 06/09/98 J•H MSTA711 Post/Beam Mechanical / / / / 06/08/98 PASS TLP 06/09/98 J•H MSTA713 Crawl brain/Backwater valve / / % / 09/22/98 PASS KS 10,'07/98 ON MSTA717 PLM/Underfloor / / / / 06/08/98 PASS TLP 06/09/98 J•H MSTA720 Mechanical Insp / / / / 07/20!98 PASS TLP 07/20/98 TLP FAIL RB 07/20/98 TLP MSTA722 Plumb To,,) Out / / / / 07/06/98 nail plate protecLiun shower trap arm too long > 5' no test on water DWV- ok 31 total FU < 15 - 16 FU at hot water heater (80') MSTA722 Plumb Top Out / / 07/C9/98 tthower trap arm PASS MS 07/20/49 TLP MSTA722 Plumb Top Out / / 09/21/P8 USA Ern«on Final- 9-18-98 CPB- OK FAIL RB 09/21/98 RB P1ectrical Rough/Service- 7-17-98 CD- OK nlec,rical Final- 9-21-98 CD- OK )rywall (Contractor elected not to call for). 1. Provide a clean-out at the kitchen sink. 2. Where's the crawl drain 7 3. Grade/slope (in rear of house) away from dwelling. 4. Extend down spout to roof over garage and down to rain drain at front porch. Page No. 2 CASE HISTORY FOR CASE NO.: MST98 0104 LEGEND HOMES 08575 SW LORI LN 12/07/98 Actl.on Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By MSTA723 Electrical Service / / / i 09/21/98 PASS CD 09/22/98 J*H MSTA724 Electrical Rough In / / / / 09/21/98 PASS CD 19/22/98 J*H MSTA725 Framing Insp / / / / 07/20/98 PASS TLP u./20/98 TLP MSTA125 Framing Insp / / / / 01/17/98 1. Provide tull be-,ring under glulam at FAIL KS 07/22/98 J*H garage nail kine studs to glulam. 2. Strap each eiie of plates to glulam at garage. 3. Provide ventilation at vaulted ceiling upper/lower. 4. Strap plates at glulam upper level. 5. Window at master bearoom does not meet egress and other. 6. Provide full bearing under 6-inch x 12-inch beam above entry. 7. Add studs under micro lam and nail to microlam. R. Gas teat okay. MSTA726 Shea. Wall. Insp / / / / 01/15/98 Nailirg approved. PASS TLP 07/20/98 'CLP MSTA728 Low Voltage / / / / / / 04/13/98 DRA MSTA130 Fireplace Insp / / / / / / N/A 07/22/98 RB MSTA735 Gas Line Insp / / / / / / 7-17-98 poZaed KS NOTE 09/21/98 RB MSTA735 Gas Line Insp / / / / 07/17/98 Tag 304784. PASS KS 07/22/98 J+H MSTA736 Gas Fireplace / / / / / N/A 07/22/98 RB MSTA740 Insulation Insp / / / / 07/22/98 not ready 1111 1409 pm FAIL RB 07/23/98 TIP MSTA740 Insulation Inap / / / / 97/23/98 PASS TLP 07/23/98 TLP MSTA745 Gyp Board 'nap / / / / / / N/A 09/22/98 J*H MSTA755 Rain drain Lisp / / % / 05/27/98 PF 3S TLP 06/25/98 J*14 MSTA760 Water Line Insp / / / / 05/27/98 PASS TLP 06/25/98 J*H MSTA765 Appr/Sdwlk Insp / / / / 09/22/98 PASS MW 09/22/98 J•H MSTA'190 Electrical Final / / / / 09/21/98 Note: Dryer receptacle plate missing PASS CD 09/21/98 J•H also install 2 missing screws in panel cover. Wired for AC unit only (requires separate mech. permit if installed.) MSTA795 Mechanical Final ! / / / 09/22/98 PASS KS 10/07/98 J•H MSTA797 Plumb Final / / / / 09/21/98 See plumbing top out th.ts date III FAIL RB 09/21/98 RB MSTA797 Plur.1 Final / / / / 09/22/98 WHERE'S LOW POINT CRAWL DRAIN 1 0953 am FAIL RB 09/22/98 RB Asked for on previously written report dtd. 9-21-98; No response from builder. Page No. 3 CASE HISTORY FOR CASE NO.: MST98-0104 LEGEND HOMES 08575 SW LODI LN 12/07/98 Action Descriptirn Req/ Srhd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date Dy MSTA797 Plumb Final / / / / 19/2?/98 Low Point Installed w/ back-water alve. PASS RB C9/22/9P. 7B 2nd. Inspection this date. (1350 pm) MSTA799 Building Final / / / / / / Wired for AC unit. Separate permit/site NOTE 05/21/98 J•H pl.n showing location required if/when installed. MSTA799 Building Final / / / / 09/22/98 Approved pending sidewalk & -approach PASS KS 10/07/98 J*H which was approved by Mike White on 092298 MS1A960 (F) Issue Cert. of Occupancy / / / / 09/22/98 12/07/98 JT Construction Inspection &Related Tesins Carlson Testing, I n.e• Geotechnical Consulting (� , / 2 —( P.O. Box 23814 `�/ ' Tigard, Oregon 97281 April 22, 1998 Phone (503) 684.3460 FAX (503) 684-0954 CTI #97-G 1306 �Cb�t Matrix Development Corporation 6900 SW Haines Street - Suite /t20C Tigard, Oregon 97223-2514 PAP IAL FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING APPLEWOOD 'ARK II LOTS 15 THRU 29, 39, 45 THRU 48, 56 THRU 59, & 77 THRU 79 TIGARD, OREGON CArlson Testing Inc. (C"TI), has conducted on-call inspection, s-ervices 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 partia' final letter. This letter provides recommendations for foundation design and soil guidelines during construction of the single-family homes on the lots in question. SITE PREPARATION AND FILL PLACEMENT Based on our meld 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 der-'!h to s,:itable foundation bearing soil, we reconrrnend thar a minimum deptn 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 exper,ted to support appurtenant structures such as deck footings 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 hearing on competent native soils or engineered fill. Spread footing design and construction should generally conform to UBC Chapter 18 and/or Chapter 4 of the 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 Learing soil due to the soft surface soils. The recommended minimum widths for continuous wall footings are tabulated on the following page: CTI #97-G1396 Applewood Park II Page 2 Minimum Width for No. of Stories Conti,i+ijus Footing (floors supported) (in) 1-story 12 2-story 15 3-story 18 The allowable bearing pressure can be taken as 1,500 Ib/ft2 for foot;ngs bearing on campetent native subsoils or engineered fill. The recommended maximum lord is 15 kips for column footings. For heavier column loads and masonry chimneys, a Soy! Engineer should be consulted. The coefficient of 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 are 1 inch and % inch, respectively, ove► a span of 20 feet. If requested, CTI can provide inspection services to verify that suitable foundation subgrade is exposed prior to placement of concrete. CTI #97-G1396 Applewood Park II Page 3 CLOSING AND LIMITATIONS Our reports pertain to the materials tested/inspected only. This letter shoAld be made available to each builder in the development; however, information contained herein is not to be relaro-du ced,-except--in full, without prior authorization from this office This letter should not be construed to relieve or lessen the responsibility of the contractor or owner's site representative for this site work, but is pro%!ded for the minimum required governmental assurance. Our support was given on an as-n9eded 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 shnuld be allowed to revie%n 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. PR0FEss ��5 �.NGI Nf ER io 4i yi rQ 14743 OREGON 23, l xO- C.-30-- 9 Brian D. Leach, E.I. Jarnes D. Imbrie, P.E. Engineering Associate Principal Engineer cu: City of Tigard Schimdt Excavating 15A F . 02 I f: vm 01911 -AlNnw 77" MS 19 J ♦►� p •`p��p� rJ O r� rJ O.. � ~ � h ` � �• J n � o p f �► o , � 1J J- o b "Y taL Z r fu6a M s `o U80 M•5 � b + 1vZX31 K10Q AS kX c r, "i�',i ..`{J; �.. —. i, ,.�_ .yr,f•„L":�j.�l'iNv,Lv,;yd:�,,.yrK�.Y ;h �,