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9275 SW LOCUST STREET-1 ePi a 4 i N 89'2'1'55" E Z)Z/ua I I �4 0u . 2/2 ` Wil✓, 2ol s ; C=,AKAyZ FJO, 2/W ( I J�,li I i R I I C m f 4" Smew\ =r �lcics I I It. Av 209 '' 1�12cobc LUNDMARK HOMES c1271� < I,�cuSrST. 3381 Coeur D'Alene Drive ( QAVLC= 1 L West Linn, OR 97068 5 L, L_ OCU &T &TfRE E T 1 = �L I I ! ! II ! I INOTICE: IF THE PRINT OR TYPE ON ANYEijijrjyl111 � 1IIII I ! II II3T� 1T lf1Tf 11fll iIljII1Il IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4jITII11� "f I III fll I Ilf�llll ! III IIl I llll f fli I (TI I full I III 1 III 1 11I01 f Ifl I Ill I 111 ili ! III II I IIIIIII � /� �oo� IT IS DUE TO THE QUALITY OF THE No.36 �,. _ _d �A..,a „:.._ .• ORIGINAL DOCUMENT E 8Z 8Z LZ 8Z Z II��fiZ EZ �II ZZ IZ Z 6i 8T LI 8I 9i ibi EI ZI IT �IIi II� 6 S L 9 4 '1111 E Z Taiyu� IIII IIII IIII IIII fill IIII IIII IIII IIII IIII Il« Lllllllll 1lll�ll �ullll Illllllll u!llll!! IIII !!!! IIII�lIII uulu!I IIII 111111!!1 IIII Ilii IIII !!!! IIII !ull!!u ll!I fill X1111 lllltlll ll'l�lul u�� >�i IIIA ���� ��������� t� N V cn 0 n C cn cn !i I 1 , 9275 SW LOCUST ST t Carlson Z esting In.e. Construction Inspection &Related Tests Geoteclirrical Consulting P.O. Box 23814 Tigard, Oregon 97281 July 10, 1998 Phone (503) 684-3460 FAX (503)684-0954 CTI JOB NO. 98-G 1 569 ConStrUCtC0 Inc P.O. Box 54 West Linn, OR 97068 FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING LUNDMARK PARTITION TIGARD, OREGON Carlson Testing Inc. (C TO, has conducted on call inspection services for the utility and street construction at the above residential development. This final letter Chiefly summarizes our test results and our observations regarding soil conditions. ANTICIPATED HOUSE EXCAVATION GUIDELINES An estimated 12 to 18 inches of uncompacted oil was spread over the surface of the lots. The native soil is also organic and/or soft for an additional estimated depth of 18 to 24 inches. Therefore, we expect that foundation excavations will need to be at least 3 feet deep to reach ' suitable bearing soils. The crawl spaces may then need to be backfilled with soil to achieve adequate surface drainage. If existing or future excavated material is spread around the lot and is expected to support appurtenant structures such as deck footings and sidewalks, it should be placed, compacted, and tested as engineered fill. FOUNDATIONS The proposed residential buildings, of the type anticipated, 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 Chapter 4 of the CABO One and Two Family Dwelling Code (CARO), except where we specifically recommend otherwise. For protection against frost heave, spread footings on nonexpansive soils should have a minimum embedment depth of 12 inches for exterior grades on level ground. The recommended minimum widths for continuous wall footings are tabulated below: CTI## 98-G1569 Lundmark Partition Page 2 of 2 Minimum Width for No. of Stories Continuous Footing (floors supported) (in) 1-story 12 2-story 15 3 story 18 We anticipate that the allowable bearing pressure can be taken as 1 ,500 Ib/ft' for footings bearing on competent native subsoils or engineered fill to a maximum of 15 kips for column footings. For heavier column loads and masonry chimneys, a soil engineer should he consulted. The coefficient of friction between on-site soil and poured-in-place concrete may be taker, as 0.35. The maximum anticipated total and differential footing movements (generall, from soil expansion and/or settlement) are 1 inch and '/4 inch over a span of 2.0 feet, respectively. CLOSING AND LIMITATIONS Our reports pertain to the materials tested/inspected only. This letter should be made available to each builder in the development; however, information contained herein is not to be reproduced, 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 tur tMa site work, but is provided for the minimum required governmental assurance. Our suppor, was given on an as-needed basis as requested. If conditions are encountered during foundation excavation which differ from this report, then the developer, the contractor, and CTI should he 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, Ff���O PROCARLSON TESTING, INC. �NGINEt- sioy 14/743 ,. rr ' OREGON / g d4N 23� James D. IrYrbrie, P.E. Geotechnical Engineer Attachments: Summary rer,-:r t of in-place soil density tests cc: Sisul Fngineering City of Tigard CITYOF TIGARD CERTIFICATE OF OCCUPANCY PERMIT#: MST98-00160 DEVELOPMENT SERVICES DATE ISSUED: 07/28/1998 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 PARCEL: 1S126DC-06500 ZONING: R-12 JURISDICTION: TIG SITE ADDRESS: 09275 SW LOCUST ST FILE OPY SUBDIVISION: MLP96-0014 PP1997-124 BLOCK: LOT:001 CLASS OF WORK: NEW TYPE OF USE: SF TYPE OF CONSTR: 5N OCCUPANCY GRP: R3 TENANT NAME: REMARKS: New SFU Final Building Inspection and Certificate of Occupancy Approvea 9/3/99 by Ken Schriendl, Building Inspector Owner: LUNDMARK HOMES LLC 3381 COEUR D'ALENE WEST I-INN, OR 97068 Phone: 655-8004 Contractor: LUNDMARK HOMES LLC ALBERT C LUNDMARK 3381 COEUR D'ALENE DR WEST LINN, OR 97068 Phone: 655-8004 Reg #: This Certificate grants occupancy of the above referenced building or portion thereof and confirms that the building has been inspected for compliance with the State of Oregon Specialty Codes for the group, occupancy, and use under which the referenced permit was issued. BUILDING INSPECTOR BUILDIN OFFICIAL ^` POST IN CONSPICUOUS PLACE. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP _ __Date Requested_ —AM PM . BLD Location_ Lr - 4-' Suite cc MEC Contact Person Ph (6,,J-�C��, PLM Contractor _ Ph SWR _ BUTEUM 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 �� 16���.i�1Z$ l0A.1Pr,;oC._.— ---..... Insulation Drywall Nailing __ -- --- - — Firewallj Fire Sprinkler __ a) Fire Alarm Susp'd Ceiling VL ^4 l`� 6>577 Roof C_Z uC� S - Misc: _ ----- _- Ki ASS PART FAILPhOSING Past&Beam Under Slab ----- Tup Oil! Wirer Service c,anitary Sewer Fain Diains Final tit ss�,-PABT FAIL ANIC Post& Beam - --- -- --- - - Rough In Gas Line _--- - ---__-- -----_ - ---_ - Smoke Dampers Fi a►1-- ---- -ASS.,) PART FAIL EtVTRICAL Service - --- - --- Rough In UG/Slab - --- - _..- - - ---- - — ----- — - Low Voltage Fire Alarm - ---- - -- --- - Final PASS PART FAIL -- -- - ----- --- - - ----.-T- - SITE -- — Backfill/Grading - ---------��-- ---- v Sanitary Sewer Storm Drain [ ]Reinspection fee of$ —_required before next inspection. Pay at City Hall, 13125 SW Hall Blvd hCatch 111-in ire Supply Line I ]Please call for reinspection RE: V- __ [ ]Unable to inspect -no access ADA Approach/Sidewalk Date Inspector_2 Ext tl — Other �_=,5--- - ---- -- ---- Final PASS PART FAII. DO NOT REMOVE this inspection record from the job site. ern c y c v E y �� o H °' �� � !9 0 o a) `yvWZ6Eby0 S > > NNvm :3 mN�E > {�{99LE °� � � � � c 3t/a�dy � � �� N fO h C C O a f0 f° 3 U_ N U J L N 0)13 ` M O,N y a$a y > y—f U D > _C•7 3 aC ; acid �3 N M n�y dpi "o > N O : �C Cl p'y p O n a W N T N 0$ o " 5 �o a vii civ—• O ga 4� �= cco 'oo 9c Z �iN > ? $ay1 p N cw « RIc m3U-0m3 -?aa� " ma` rnCL Vl Z $ � H �a a � �� �� 3Cimfno co O O N O V�•S O O O O O O O O O O O O q Co CO N U) y H FN- W N V) 1 = S I Co 2 CL CO M Of 7 . v O y Q r Q a 0 rn V) V1 V) V) W J J J V) J J N (n V) V) V) V) V) Z :n Q (L n- 0. 0. 0. D.. 0 LL LL LL d LL LL ,,F.. m Q V/ CL C OF F W Q V) V) Ir C7 Y Y. ly 0_ cr O v in O N a0 co co co co m a) IRO IL a) rn 0 o N _N N N M O O O N N C4366 03 O O O O O W N N Q W m Q N C � C E x o a) E m w W a y > c c c d L) a f0in m � i0 Q�UII Q. O ; N U O O CL U L Y C N «I U > f9 0! p C V) m O C T a ° U o M a '2 t) ECl. E E a) N 77 N N N Oc 10 Cl > F- Qg>�1 O O O O L� C) tD Q Q U a m X 0 O W W O 00 O N (O O N O O O f0 O M h N M M � O O O r Q - O O O O O O O h I, N > Q Q Q Q Q Q Q d Q Q Q Q Q Q Q in V) V) (n N V) V) V) V) V) V) V) (n V) Vl CITY OF TIGARD MASTER PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : MS"f'98--0.1(-,0 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 DATE ISSUED: 07/28/98 FARCE!-.: 1 S 12?6DC--06500 SITE ADDRESS. . . :09275 SW LOCUST ST SUED I V I S I ON. . . . :MLP96-001.4 PIP,1997.-.1 i?/r ZON I NLa: R--12 BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :O01 JURISDICTION: TIG Remarks: New SFD -----------------------------...--------------------•--------------- BUILDJNG --- -----.......------ REISSUE: STORIES.......: 2 FLOOR AREAS- ---- --- BASEMENT...: 0 sf REQUIRED SETBACKS---- REQUIRED------------ CLASS OF WORK.:NEW HEIGHT........: 25 FIRST....: 813 sf GARAGE.....: 548 sf LEFT..........: 10 SMOKE DETECTRS: Y TYPE OF USE...:SF FLOOR LOAD....: 40 SECOND...• 899 sf FRONT.........: 20 PARKING SPACES: 2 TYPE OF CONST.:SN DWELLING UNITS: I FINBSMENT: 0 sf RIGHT.........: 5 I OCCUPANCY GRP.:R3 BDRM: 3 BATH: 3 TOTAL-------: 1712 sf VALUE..': 124222 REAR..........: 15 -- ---- ----------------------------------------------------------- PLUMDING -----------—--------------------•----..------ - SifH!5.........: 1 WATER CLOSETS.: 3 WASHING MACH..: 1 LAUNDRY TRAYS.: 0 RAIN DRAIN ft: 100 TRAPS.........: 0 LAVATORIES....: 4 DISHWASHERS...: I FLOOR DRAINS..: 0 SEWER LINE ft: 100 SF RAIN DRAINS: 1 CATCH BASINS..: 0 IUP/SHOWERS...: 2 GARBAGE DISP..: 1 WATER HEATERS.: I WATER LINE ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0 OTHER FIXTURES: 0 ------------------------------------------------------------------ MECHANICAL ------------------------ FUEL TYPES------------- FURN f 100K ..: 1 BOIL/CMP ( 3HP: 0 VENT FANS.....: 4 CLOTHF-S DRYERS: l GAS FURN )=100K ..: 0 UNIT HEATERS..: 0 HOODS.........: 1 OTHER UNITS...: 1 MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS.........: 0 WOODSTOVES....: 0 GAS OUTLETS...: 1 ---------•-----------•--------------------------•---•-------------- ELECTRICAL --•--------------------------------------------------.----------- --RESIDENTIAL UNIT--- ---SERVICE/FEEDER- --- --TEMP SRVC/FEEDERS-- ----BRANCH CIRCUITS--- ----MISCELLANEOUS---- --ADD'L INSPECTIONS-- 1000 SF OR LESS: I 0 - 200 amp..: 0 C - 200 amp..: 0 W/SVC. OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION: 0 EA ADD'1. 5005F.: 3 201 - 400 amp..: 0 201 400 amp..: 0 1st W/O SVC/FDP.: 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 M10 HM/SVC/FDR: 0 601 - 1000 amp.: 0 601+amps-1000 v: 0 MINOR LABEL -10: 0 1000+ amp/volt.: 0 -- --------- -------------------- PLAN REVIEW SECTION --------------------------------- Reconnect only.: 0 )=4 RES UNITS..: SVC/FDR)=225 A.: > 600 V NOMINAL: CLS AREA/SPC OCC: -------------•------------------------------•--- ELECTRICAL - RESTRICTED ENERGY ---- --- -- -- - --- A. SF RESIDENTIAL--------------- ----------- B. COMMERCIAL----------.-...------------------------------------------------------------------ AUDIO 8 STEREO.: VACUUM SYSTEM..: AUDIO & STEREO.: FIRE ALARM.....; INTERCOM/PAGING: OUTDOOR LNDSC LT: BURGLAR ALARM..: 0TH: :: X BOILER,.........: HVPC...........; I-ANDSCAPE/IRRIG: PROTECTIVE SIGNL: GARAGE OPENER... CLOCK,.......... . INSTRUMENTATION: MEDICAL......... OTHR: HVAC............ DATA/TELE COMM.: NURSE CALLS....: TOTAL. 1 SYSTEMS: 0 Owner: ---- - ----- ---------- ..-------Contractnr: ------------------------------ TOTAL FEES:$ 4857.01 LUINDMARK HOMES LLC LUNDMARK )HOMES LLC This permit is subject to the regulations contained in the 3381 COEUR D'ALENE AI_BEPT C LUNDMAPK Tigard Municipal Code, State of Ore. Specialty Codes and all WEST LINN OR 97068 3381 COEUR D'ALENE DR other applicable laws. All work will be done in accordance WEST LINN OR 97066 with approved plans. This permit will expire if work is Phone M: 655-8004 Nhone A: 655-8004 not started within 180 days of issuance, or if the work is Reg C.: 122499 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--001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503)246-1987. -- ------- -------------------------------------------- REQUIRED INSPECTIONS -------------------------------------------------------- Erosion 844-8444 Crawl Drain/Bark Electrical Rough Gas Line Insp Water Service In Building Final Footing Insp PLM/Underfloor Framing Insp Gas Fireplace Appr/Sdwlk Insp Foundation Insp Mechanical Insp Shear Wall Insp Insulation Insp Electrical Final Post/Beam Struct Plumb Top Out Low Voltage Rain drain Insp Mechanical Final Post/Beam Meehan ectr' er ' 17 Fireplace Insp Water Line Insp Plum Final r Issi.ted P • P'ermittee Signatr.rr•e : 1 +++N++++ +++• -F-4+++++ +-+.+++++++++++.+++++++.+++++++i++44.-4 ++++ ++++•++++++++++ Call 639-4175 by 7 00 p. m. for ail inspection needed the next bL:siness day 1 CITY OF TSEWER CONNECTION DEVELOPMENT SERVICES PERMIT 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 FSE RM T T #. . . . . . . : SW R98-0092 DATE ISSUED! 07/28/98 F'ARCEI__: 1 S 126DC-06500 SITE:' ADDRESS. . . -09275 SW LOCUST ST SUBDIVISION. . . . :MI.F���E,-0014 K.,1.997-124 ZONING: R-12 BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :001 .JURISDICTION: TIG -------------------------- TENANT NAME. . . . . : USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 0 CLASS OF WORK. . . :NEW DWELL I NG UN I TS. . : 1 TYFIF OF USE. . . . . :SF NO. OF BUILDINGS: 1 INSTALL TYF'E. . . . :BUSWR IMPERV SURFACE.: 0 sf Remarks : sf sewer for 9275 SW Loci_ist St Owner: --__._.._.._..._....__..____.__.____._._...__._..______._._.__..____._..__.__.___.... ....__ ___.._.__._-___.____ FEES BE_RT LI.INDMARK type amoi-int by date reept ::381 COEUR D' AI_ENE DRIVE FIRMT $ 2300. 00 GED 07/28/98 98-307786 WEST L I NN OR 97068 I NSI-1 $ 35. 00 GECI 07/28/98 98-•307786 1-'hone #: Contractor: ---------------------- - ------ OWNER 2335. 00 TOTAL ------- REQUIRED INSF,ECTIONS ------- This Applicant agrees to comply with all the rules and regulations Sewer Insper_tion of the Unified Sewage Agency. The permit expires 18@ days from the date issued, The total amount paid will be forfeited if the permit expires. The Agenry does not guarantee the accuracy of thr 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 purcha.; 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 9521-901-8919 through OAR 952-•8@81-@888. You may obtain copies of _ these rules or direct questions to by calling 158.31246-1987. _ pied by : -- - Permittee Signati_ire: _ +++++++++•t+++++++4-+++i•++++++++++++++•t++++++++f•++- ++a +, ; ++++++++++.-+++++++++++++ Call 639-4175 by 7:00 p. m. for an inspection need �d the next business day ++++++++++++++++++•r•+++++++++++++++++++++++++++++... r+++++++++++++++4•+++++++i-++++-F Plan Che -� � CITY OF TIGARD Residential Building Permit Application Rec'd By . 13125 SW HALL BLVD. New Construction Additions or Alteraticns Date Recd TIGARD, OR 97223 Single Family netached or Attached (nuplex) Date to P E. V 503-639-4171 Date to DST F 503-684-7297 Permit# Print or Type ; I�% call-�VK J ncomplete or illegible applications will not be acc6pted �'Urf •Name of Project - NaMp Job T �T ifrLfr�n + /l�!q f- Site Address_ Architect Mailin Address Address /O 2y �7;x*ek- ___ gZ_75 �'J 6&e 6T Ci ytate Zip Phone -- Name U N 0/1/X!r2�- _-•- �4a,,-, / C17 2 ��. Z 57 -Z z_7-3 Name Owne,r Mailing Address City/State Zip Phone Engineer Marling Address Name City/State Zip Phone General Contractor (J,�J(),''j'tW k. `� «C Describe vork New 0' Addition U Alteration O Repair O Mailing Address to be done. _ Prior to permit �j /L 1 ' I ✓� Additional Description of Work: ng qissuance,a copy City/State Zip Phone �-dYtSr. ►'''+ �_�—_ of all licenses lV -r/i.,ti' f.7LX68 4-S S--� r are required if Oregon Const, Cont. Board Exp. Date PROJECT expired in COTLic.# ` VALUATION $ - database /22��1 S�z /'78 Mechanical Name -� NEW CONSTRUCTION ONLY: -� Sub- g Sq Ft. House: Sq. Ft. Garage .�4 � . /1� _. �� y n Contractor Mailing Add ass � J Prior to permit IL •j7 5! /y=/2�4 =�—� Corner Lot YES NO Flag Lot YES NO Issuance, a copy Cty . '/State Zip Phone (Check one aC (check one) �k of all licenses �L rZ, q71_4 Z.- 5 �o`I 3 Restricted Audio/Stereo Burglar are required if Oregon Const. Cont. Board Exp. Date expired in COT uc# Enerplr _ SystemAlarm _ database 2 SF 5/�Z��srf Instpilation V Garage Door V: HVAC Plumbing Name _ Opener Systems_ Sub- 1)!Ll�j l e,� r�,�,j app(check all that Other: Contractor Mailing Address -- �KWill the electrical subcontractor wire for all 'SES NO �� restricted energy installations? .IV Prior to permit C tyiStale Zip _ Phone Has the Subdivision Plat recorded? NIA YES NO issuance. a copy / t-1 -77DYj (��-).ZqL. of all licenses are Oreqo Const '-.nt. Board Exp Date — reauired if Lic aReissue of MST# Solar Compliance expired in COT 4-S//n ��� �c18 _ (Calculation Attached) database Plumbing L c.# Exp. Date I hearby acknowledge that I have read this application, that the 3/ 8 / ('70 information given is correct, that I am the owner or authorized Nacre agent of the owner, and that plans submitted are in compliance / with Oregon State laws. Electrical --.( UtyOL E/sYt'r(IC4 60A5r. SigirignVeof wn r/A e11t_ D`ae Sub- Mail q Address -- -- I 0C y ContractorD f3 Z21�'� Contact Person Name Phone 9 City/State Zip Phone "�tt:r' IL.��xJO�rj—�p,/L_ �o$ y Prior to permit FOR OFFICE USE ONLY: _ issuance. a copy W 11f!pA A11'1_ 'T0?0 ? Pla , Map/TL#: -iii q7 /�`/ i of all licenses are Oregon Const Cont. Board Exp. Date �. L� �(r _ required:r LicaSetbacks: Zone: �� Solar. expired in COT /1'75?3 — -- 21-17-60 - „ ,,• / database E!ectr.cal L c. # Exp. Date - EngineenIng A to I: PlanningApproval: TIF: G -y3a � . - -- I SFREM DOC (DST) 4197 Solar Balance Point Standard Worksheet Address 611 -1�J Lam- C vLA e6)C_-i� � I Box A calculations: North-South dimension for the lot. Box A: This dimension is determined by finding the midpoint of the North lut 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 With the smallest angle from a line drawn east-west and intersecting the northern most paint of the lot. � 1�� f95° � 'K)fr#FN 14rwTHFPN LO1 UNE UNE N North-South Dimension for Lot: Measure the distance from the micpoint of trA North lot line 10 the South lot line along the described line. ry r feet t N �^NOPIH-SOUTH oIMEW10N I i Box B calcul«tions: Shade point height for your residence. Box B. 1. Determire whether measurements will he base(' on the peak or eave of vour structure. The orientation of the ridge is also important. Which describes your residence? 1a: If the roof line runs North-South, measurements will (circle one) be based on the peak of the roof. TU-071 r 1 1 1 B 1 C 1 b: If the roof line runs Fast-West and the roof pitch is less than 5/12, measurements will he based on the eave. 'WADE E)INT EPEE 1c: If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements will be based on the ,a „P peak. 'W"HINT PUNA I. Box B. continued Box B: '. Measure change in elevation from front property line to finished floor elevation. If the lot slopes up from the front lot line to the foundation, the figure is potiitive. If ft the lot slopes down from the front lot line to the foundation, the figure is negative. ft 3. Measure distance from finished Floor elevation to the affected peakJeave. - — 1. If the roof line runs North-South, deduct three feet. If the roof line runs East-West, - _ ft deduct nothing. �. Subtract one font 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. 0 _ ft 6. Total figure for box B: 2-7 ,- ft Box C. Distance to the shade redurtion line. Box C: f.. 1. Measure the distance from the North property line to the foundation near the ft - affected peak/eave. Measure the distance from the foundation to the affected peak or eave. ft 3. Total figure for box C: It is most useful to draw a vertical line to represent'.he appropriate figure found in box "A"anti a horizontal line to represent the appropriate figure found in box"C".The interseetiun of the vertical and horizontal lines determines the value found in box "D". The value in box "D"should be compared to the value in box"8"; if the value in box"B"is less than or equal to the value found in box"D", then the building is in compliance with the solar balance code. If you have any questions, please contact us at 639-4171,x304 or at the Community Development Counter. r MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet) Distance to North-south lot dimension(in feet) shade 100+ 95 90 85 80 75 170 65 60 55 50 45 .1 ) reduction line from northern lot,lin (in feet) 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 14 34 35 36 37 3$ 39 40 41 50 32 32 32 33 34 35 37 38 39 40 45 30 30 30 31 32 33 35 36 37 38 39 40 28 7.8 28 29 30 31 2 33 34 35 36 37 38 39' 26 26 26 27 28 29 _i0 31 32 33 34 35 36 30 24 24 24 25 26 27 28 29 30 31 32 33 34 25 22 22 22 23 24 25 26 27 28 29 30 31 32 20 20 20 20 21 22 23 4 25 26 27 28 29 30 15 18 18 1 19 20 21 2 23 24 25 26 27 28 10 16 16 16 17 18 19 20 21 22 23 24 25 26 5 14 14 14 15 16 17 18 19 20 21 22 23 24 Box D. Maximum allowed shade paint height: _ �U feet h doomancv,venturelsolar.chp Revised 2.12bo% CITY OF TIGARD SITE WORK DEVELOPMENT SERVICES PERMIT 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 PERMIT #. . . . . . . : SIT98-0009 DATE ISSUED: 04/15/98 PARCEL: 1S1c--6DC-052:*O3 I-f E ADDRESS. . . : 09275 SW LOCUST .15T IJBDIViSION. . . . : PP1997-124 MLP96-0014 ZONING: R-12 BI-OCK. . . . . . . . . . : LOT. . . . . . . . . . . . . .. JURISDICTION: TIG ---------------------------------------------------------------------- ------------ CLASS OF WORK. . .-ALT P,A V ING?. . . . . . . . . : y HE50. NO. : - T YPF OF USE. SF GRAD I NG ). . . . . . . . : y VALUE. . . $ : 17500 EXCV VOLUME: 0 Cy LANDSCAPING?. . . . : FILL VOLUME: 0 r-,y SITE PREP?. . . . . . : y ENG FILL?. . . . . . : N STORM DRAINS?. . . : y SOILS RPT REDD? : N IMPERV SURFACE: 0 sf Remarks : Extend utilities into site. Owner: --------- ----------------------------------------------- FEES ------------------- BERT LUNDMARK type amo�.int by date rec-pt :381 COEUR D' ALENE DRIVE FIRE $ 27. 40 DLH 03/25/98 98-304360 WEST LINN OR 97068 PLCK $ 44. 53 DLH 03/25/98 98--304360 PRMT 1 128. 50 GEO 04/15/98 98-304960 Phone #: 5PCT $ 6. 43 GEO 04/15/98 98-304�460 Contractor: CONSTRUCTCO INC PO BOX 54 WEST LINN OR 97068 Phone #: 557-7562 $ 206. BE, TOTAL Reg 000611.3 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Excavation Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Grading Insp applicable laws. All work will be done in acrordanre with Paving Insp approved plans. This permit will expire if work is not started Strm Drain Insp within 180 days of issuance, or if work is suspended for more San Sewer Insp than 189 days. ATTENTION: Oregon law requires you to follow rules San Sewer Insp adopted by the Oregon Utility Notification Center. Those rules are get forth In OAR 952-001-010 thr.;igh OAR 952-*I-@088. Your may obtain copies of these rules or direct questions to OW, by calling (5031246-9187, I S S Ll e d b Permittee S i q n a t o.ir e - i +++-4.....4++-+4-+4-++-4-+++-#..............4-+-+-++++4- -++++++++++++++++++++++++++++++•.++f 1 + Call 6,39--41.75 by 7:00 p. m. for an inspection needed the next bLiSiness day ++7-++++++++++++++++++++++++++++++++++++++i+++++ ++++++++++++•+++++++++ 7_ - CITY OF TIGARD Site Permit Application 13125 SW HALL BLVD. Commercial: 3omplete ENTIRE form T9�" Dad TIGARD, OR 97223 J' BgSj�Il��: Complete SHADED areas (503) 639-4171 x304 / � Print or Type AbA Incomplete or illegible applications will not be accepted Project Name Utilities(complete all that apply) Address AddressStorm Sewer —" 9 5T , +L 5,Art 0 linear Ft. �ame Sanitary Sewer �?xi O MAS L<1A0A it I C_c Linear Ft. Owner Mailing Address r Fresh Water ( "�! N _ Linear Ft. City/State Zip I Phone Catch Basins General N me Clean Outs — Contractor �1 "t`✓t,J�•4 G't77 NL _ # _ P*k.r to pe— Mailing Address Describe work to be done: issuance.t &X Newp Addition❑ Alterationo Repairo rop�sua or all rlcenttes are citylstate, Zip Phone �y AddNional 5�scription of Work: required d 10,Awl /068 7 - expimcl in WT State Const. Cont Board Lic.# Exp. Date Name Project I _ Valuation i Architect Mailing Address u Plans Required: See Matrix on bacrr _ The following,must accompan thi.;application: ity/State ZipPhone Site plan with Vicinity Map Parking(inriuding � Showing ADA com ncer &' ADA Ugtrtinu an Name Grading Plan and details ' wdscaptng Plan Engineer Mailing AddressErosion Control Plan and Refe.ining Structures details_ Incl(ding calculatio" City/State Zip Phone Site Utility Plan and details �, ooils Report ' (showing connection to (if required) — approved system) Excavation ,olume I hereby acknowledge that I have read'dris application,that the (Soils report required for>5,000 cu.Yards information given is correct,that I arn the owner o:,authorized cu.yds. agent M the owner,and that plant .jbmitted art in compliance _ with Oregon State laws � Fill Volume Sigof Owner/Agent Date (Soils report required for>5,000 cu. Yds.) f _ cu.yds. natu /Z3 ups Will the fill supporta structure Contact Person Name Phone (Engineer required if answer is yes) YES[] NOU Retaining structure?(check one) – ®Rock ,rt OFFICE USE ONLY ❑ CMU Notes: (]Concrete ❑Other Total new impervious area including all Land Use Case# Map/TL# buildings, sidewalks, and pavingSq. Ft. /'/c �- 'It-4 S �2 7, yo pI dAl cam, yY, s ,iteapp.doc9/97 /'E�' 9�^ _:�,IY26d i COMMERCIAL PLAN SUBMITTAL REQUIREMENT INIATRIX DISTRIBUTION TO PLANS OUT TO DST EXAMINERS (Note a.) TYPE OF SUBMITTAL T'O'rAL CPE PPE EPE CPE PPE EPE SITE I 1 -- -- 3 (j,o,u) B (New or Add) 1 1 -- -- 3 (j,o,w) -- -- F (New or Add or Alt.) 3 3 -- 3 M (New or Add. or Alt) 1 1 B & M (New or Add) 1 l -- -- 3 (j,o,w) P (New, Add. or Alt) 2 -- 2 2(j,o) B & M & P (New or Add.) 2 1 1 -- 3 (j,o,w) 20,0) -- E (New, Add, or Alt) 2 -- -- 2 -- __ 2(j,o) B & M & P & E (New, Add) 3 1 1 1 3 (j,o,w) 2(j0 �) (j,o) B or B &M(Alt) 1 1 .. 20,o) B &M&P(Alt) 3 1 2 20,o) 20,o) B & M & P& E (Alt) 3 1 I 1 2(j,o} 2 (j,o) 2 o) NOTES KLY-- a. Before returning to DST, Plans examiner gets appropriate j =Job B = BUP number of revised plans from applicant, stamps and completes, o= Office M = MEC updates and adds actions. f= Fire P = PLM u = USA E ELC b. Shaded areas designate ALT submittals only. w= Wash. County F = FPS c. FPS is a new permit category set aside for fire sprinklers and fire alarms. d. Effective August 15, 1997, Tualatin Valley Fire and Rescue no loner requires a set of approved plans to be forwarded to their office. Exception, continue to forward a copy of approved fire sprinkler and fire alar►n plans with calculations. h\riatnc Doc March 26, 1998 Constructo Inc. CITY OF TIGARD PO Box 54 West Linn, OR 97068 OREGON RE: Lundmark Homes Site Plan Review 9275 SW Locust PC#: 3-67r SIT#: 98-0009 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted. 'ITE WORK' _r' ��:, ".1��i?�'vrr��e�'; = �t. 1. DEAD END ROADS: Dead end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved turnaround. Diagrams of approved turnarounds area available from the fire district. (UFC Sec. 902.2.2.4) 2. NO PARKINGS SIGNS_ Where fire apparatus roadways are not sufficient width to accommodate parked vehicles and 20 feet of unobstructed driving surface, "No parking" signs shall be installed on one or both sides of the roadway and in turnarounds as needed (UFFC Section 902.2.4). Signs shall read "NO PARKING - FIRE LANE - TOW AWAY ZONE, ORS 98.810 - 98.812" and shall be instralled with a clear space above ground level of feet. Signs shall be 12 inches wide by 18 inches high and shall have Lack and red letters and border on a white background. (UFC Section 901.4.5.(1) (2) & (3). 3. PAINTED CURBS: Fire apparatus roadway curbs shall be painted yellow and mai ked "NO PARKING FIRE LANE" at each 25 feet. Lettering shall have a stroke of not less than one inch wide by six inches high. (UFC Section 901.4.5.2) 4. The minimum fire flow requirement for your proposal is 1000 GPM @ 2.0 psi residual is required. Provide a flow test using the enclosed form. Please submit two copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, Robert Poskin, CBO SENIOR PLANS EXAMINER Enclosure 1-.--- 13125 SW Hall Blvd., Tigard, OR 97223 (50.13) 639-4171 TDD (503)684-2772. - LUNOMIRRK HOMES LLC 3381 COEUR D' RLENE DR. WEST LINN, OR 97868 APRIL 9, 1998 CITY OF TIGRRO ROBERT POSKIN SENIOR PLRNS EHRMINER REFERENCE: LETTER DRTED MRRCH 26, 1998. SITE PLRN REVIEW 9275 SW LOCUST STREET. SITE WORK (1 ) DEAD END RORDS: SEE RTTRCHED LETTER FROM FIRE MRRSHRL RDORFSSINP PHIS ISSUE. (2) NO P-HRKINfi__SIGNS: WF Will INSTRLI. SUCH SIGNAGE ON ONE SIDE AND IN THE TURN AROUND. M-PRINTEO CURBS: NO CURBS BEING DONE. (4) MINIMUM FIRE FLOW, HYDRRNT. SEE RTTRCHEO LETTER REGARDING TEST. BERT LUNDMRRK LUNDMRRK HOMES (503) 655 -8884 JUN 1 + 1997 TUALATIN VALLEY FIRE & RESGUE FIRE PREVENTION (ib- 4755 S.W.Griffith Drive . P.O.i3ox 4755 . Beaverton,OR 97076 . (503)52b-2469 . PAX 526-2538 .lune 6, 1997 Sisul Engineering 375 Portland Avenue Gladstone, Oregon 97027-2450 Re: Luodmark Partitiori 9275 S.W. Locust Street File Number; 1158-96 Gentlemen This is a Fire and Life Safety Plan Review and is based on the 1994 editions of the Uniform Hire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans for the above noted project are conditionally approved subject to the following: Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (15 feet for not more than two dwelling units), and an unobstructed vertical clearance of not less than 13 feet 6 inches. (UFC Sec. 902.2.2.1) Fire apparatus access roads shall be of an all-weather surface that is easily distinguishable from the surrounding area and is capable of supporting not less than 12,500 pounds point load (wheel load);Lad 50,000{poundsAi%:e ioad4gaas vehicle-weight4. (UFC:See. 902.2.2.,!) Where fire apparatus access roadways are not of sufficient width to accommodate parked vehicles and maintain the minimum 20 foot wide unobstructed driving surface. "No parking" signs shall be installed on one or both sides of the roadway and in turnarounds as needed. (UFC Sec. 902.2.4). Signs shall read "NO PARKING - FIRE LANE - TOW AWAY ZONE, QRS 98.810" and shall he installed with a clear space above ground level of 7 feet. Signs shall be 12 inches wide by 18 inches high and shall have black or red letters and border,on a white background. (L1FC Sec. 901.4.5(1)t2)&(3)) Roth sides of rrivute(Isis,(,. "Working"Sn10ke Detectors Save Lies Sisul Engineering June 6, 1997 Page 2 The minimum available fire flow for single family dwellings and duplexes shall be 1,000 gallons per minute. If the structure(s) are 3,600 square feet or larger, the required fire t1ow shall be determined according to UFC Appendix Table A-III-A-1. (UFC Appendix III-A, Sec. 5) Approved fire apparatus access roadways 9nd fire fighting water supplies shall be installed and operational prior to any other construction on the site or subdivision. (UFC Sec. 8704) If you have questions or need additional information. please contact me at 526-2469 referring to the above noted file number. Sincet<�I�', �rry Lf Renfro, DfM Plans Examiner 1LR'1w C(". Mark Roberts City of Tigard Planning May 24, 1997 CITY OF TIGARD OREGON Bert Lundmark 3381 Coeur D'Alene Drive West Linn, Oregon 97068 RE: Plans Check Number: 06-12ZR aiipwo un2bing This letter is to confirm receipt of your building plans which have been routed to the plans examiner. As a reminder. the associated land use case(s) is/are--MLP9�QQj4 Please be aware you are responsible for satisfying the conditions of the land use case(s) and must submit plans directly to the appropriate staff person(s) indicated on your final order. Your building plans Are not routed to the planning or engineering departments; you must satisfy the land use permit conditions independent of the building permit plans review process. After the building plans review process has been completed, y� r buildira�rmit wriZI MQt bV 0U—Q-�,�vl u a r mal from the-enc:ine.�rin�pnd4janrin.g_d"ardmenb, If you have any questions regarding this notice, please feel free to telephone me and I will be harpy to explain further. can Heitschmidt Development Services Technician cc: Building file cc: Planning Department cc: Engineering Department 10STSMUPLUC DOT' 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Linc: 639-4175 Business Phone. 639-4171 Date Requested: _ / �'/4 7 —_ A.M. P.M. MST: location: '�2 75 ,LBUR I Z-11-)-," Tenant: _ Suite: Bldg: _ NEC: Contractor. Phone: PLM: r1 d n yr PLM: Ownrx: Phone: _ ELC: -� l- A/ _ �J .-�.Q�jh.�711-f — �2" _ SIT: BUILDING v PLUMBING MECHANICAL, ELECTRICAL SITE — Site ` PosUl earn Post/Rcam Post/Beam Cover/Service Sewer/Storm Footing Roof 1JndFI/Slah Rough-In Ceiling Water bine Slab Framing Y (hit Gas Line Rough-In I JG Sprinkler Foundation Insulation (. "S wcr1 t-;4r' I loodn.liuct Reconnect Vault Bsrnt Damp Drywall Strrrtn Furnace Temp Service MISC. Masonry Ceiling Rain Iham A/C UG Slab Shear/Sheath Fire Spklr/Alm Crawl/I-ound Ih Heat Pump Low Volt _ Approved Approved Approved Approved' Appr/Sdwlk wed Kut.AjpTo%-vd Not Approved Not Approved Not Approved 4INAL FINAL, FINAL FINAL_ O Call for reinstion O Reinspection fee of S _requ*- befo next inspection 173tJnable to inspect Inspector:_ _— Date: Pape_ of / CITY OF TIGARD E;IJIL.DING P'E'RMIT DEVELOPMENT SERVICES r-*'ERM I T #. . . . . . . KUP97-0_513 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 DATE ISSUED: 05/22/97 PARCEL.: 1S126DC-•05203 51 TE ADDRESS. . . : Q)9r`75 SW 1..00US r ST L3L1BD I V I S I CIN. . . . : Ml_P96-0014 7ON I NG" BI-OCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . •7URISDICT?ON:TIG REISSUE: F'L.00R AREAS------,------- EXTERIOR WALL CONSTRUCTION- CL_ASS OF WORK. :DEM FIRST— . : 0 s f N: S: E: W. TYPE OF USE. . . :SF SECOND. . . 0 5f PROTECT _- TYPE. OF CONST. :SN . , . . 0 sf N: S. E: W: r)CCLIPANCY GRP. R:_, •TOTAL__.___....._: 0 s f ROOF CONST : FIRE RET?: OCCUDANCY LOAD: 0 BASEMENT. : 0 s f AREA SEP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 S OCLU SEF,. RnTED: BSMT?: MEZ Z": REUD SETBACKS-------- REQUIRE1)-------_.--------.---_.. FL..00R LOAD. . . . - 0 hs f LEFT: 0 ft RGHT: 0 Ft FI R SPKI._: SM(.'.)K DE:.T. . : DWEI..LING I.JNIT5: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BE".DRMS: 0 BATHS: 0 IMP SURFACE: 0 ;=-PO CORR: rDARK I NG: 0 VALUE. 3 : 0 R e m ar•k s : Demolition permit of a 700 sq. ft, single family unit. Sewer must be capped and inspected. All debris to be removed. Owner: __._._-----.__.___---._.-_------_..________-__-_-_____.----•___-- FEES I._UNDMARK HC)ME5 type amolArit by date recpt 3381 COEUR D' ALENE PL E'RMT $ 25. 00 13 05/::0/97 97--294776 WEST L.INN OR 97068 SPCT $ 1. 25 B 075/2O/97 97- C-94776 EROS $ 26. 00 P 05/'0/97 97-2'94776 Phone #: 655--8004 E RPC $ 8. 45 B 05/20/97 97-12194776 ERPF f, 8. 45 B O5/2O/97 97-294.776 Contractor: _ ... -...------ --- --- - - --- --- Ll_1NDMARK CONSTRUCTION AL.PFRT C LUNDMARK 3381 COEUR D' ALENE DR WEST LINN OR 97068 ____.______.________.__--------------_.-- F'h o n e #- 655-8004 $ 69. 15 TO TAI_ Reg #. . . 001.203 ------- REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the CAP ��U)a_.•_�.�,__. Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance withl 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. Per,mi.tte'e Si gnat1-ire : IL►1 - rV1tt L r . s, .ied By : Call. for i.nsper_ti.on - 639--4175 I Commercial 6uildina Permit A- lication Clay of Tigard 131.-S sw Hail 9Iv4, flgam,OR 97:27 Isazt e79�,7i Jobsite Address: 2-7c3 OFFICE USE ONLY Tenant: 1-)1A, Suite 0 Planck/Rec. ;t Valuation: - CD Permit Owner: C)V11 ►Arlt Map & Tl. Address: f=it low�0 1,1 Approvals RgSLUiMd Planning Enginering Telephone: h lip Other Cont.-actor. �— �� .�l�h +k2►� �_ Address: 3-f>A l C­1M ' amu.rZ. .� 'S1 c �"�✓ XXL X17�6'�, G Type of constr_ Cr ,AJ Telephone: 1� — ccupancy Class: �- ;ontractor's License # _ l�3� �, ?(_�-� Sprinkler? Yes (attach copy of current Oregon license) 1TJ ���7 F11(! 7014Sq. Ft. Of Project: _T6y 2f- ;oritact name S telephone: A-1oU,�4 _ Stor,0�(1s;01�nd, etc.): «hitect g Engineer. _ - - Proposed Use: �S- 0 . Hress: Previous use: e s �� Note: Plumbing & mechanical plans must one: _ be submitted at time of building permit application. ':5 C R I P T 10 N: �S-t�.e.`7 �x l g•R..ti,�t�q\\ __��t�-- (Applicant Signature Telephone Number) .JAd by: _ � . �.- _ _ Date Received: y ;kn-T? SCC ,cs,, 'FZMIT'a Account Oescription Amount Amt Pd. Balance Oue Building Permit (BUILD) Plumbing Permit (PLUMB) Mechanical Permit (MECN) t State Tac (TAX) Bldg. Plumb. Mech. Plan Check (PLANCK) Bldg. _ Plumb. _ Mech. Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Oev Charge (PKSOC) Residential TIF MF-R) Mass Transit TIF (TIF-AAT) _ Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office T1F (TI F-O) Water Q+_alit•/ (WQUAL) Water Quanity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) 1 Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) ( _ TOTALS: `�r �`"J _ 1:'4':.41 ' 7CC CS-1 10/96 TAX LOT 4000 TAX LOT 4001 90.30' 1 app o � O1• PARCEL. 3 P+ AREA 6,200 S.F. \ N O Lu N /p.. N PARCEL 2 _,2r , c AREA 6,200 S.F. P+ 1:10. cog b -sk4sp V75.29'ki, 300' CITY OF TI' rip a PARCEL 1 , tO AREA 6,200 S.F. a° 20' ACCESS EASEMENT 1 72.29' 15.00' iil-- wa'T&R.- W-W". Txxa� 87.30' _S.W. LOCUST STREET PLOT PLAN I cr,sE No. E /1H � BIT MAP I LandPartitonor MLP 96-0014