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8591 SW LODI LANE .a 4 H I i 1, i .,,.,, 8591 SW LODI LN ,... CITY OF TIGARD DEVELOPMENT SERVICES 13 t25 SW Hall Blvd., Tigard,OR 97223 t5031 639-4171 CUPTIFICATE OF' OCCUPANCY PE RM 17' DATE IGSUEDi I ADDRESS. . . ocj591 SW L..()r)l jj, 2A I I t 1"A. 02"600 UK)I V 19]CSN. . . . pppj-.FwooL) pARjf, IHINING:R- 7 t''(1 "OCK. . . . . . . . . . .I LOT. . . . . . . . . . . « . JURI IM I CT I ON:T I (IF WORK. :NU-.W IV-IF' OF' USE. . . o S(-. r PE OF' CON STP c5iN r-11C.CUPANCY GF4% :P3 OCCUPIANCY t:3 mar,k New SFb PATH I i`:GEND HI)MES 100 SW FIHINE.E3 ST 1GARD up 1)7L2-.- ,-GEND IIQIIE--Fj (SEE 60563, ' -AZA 11, SUITE 410-00 100 SW HAINE*S GARD OR 97c?�`3 �Icme #.- CiPo.-.8000 000006 This I'Prtifit-M & rp,ants occupancy of they above t-Pfft'etlCed bLtildlriq Or- portion "le"c-lf ay)ci (---0nfi1`m% thAt tho building h,-,As been inspecterj for e--timpliance With thV State of lir,er 4twn SpeciAlty Ct)rje.s for- t,,je grol-1r), art-upanc-/. aml t.ise unrier Which the rererenctsd permit WAs j %s,.tprj. BUTI-DING MqPFCTOP N ri u-"r' POST IN CONSPI(A.10US P1.410E CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24•ilour inspectioir Line: 639-4175 Eusiness Line: 639-4171 -- -� BUP Daie Requested ' yA> _AM ' PM _,. BLU Location ? . Suite MEC Contact Person —� -/ Ph _ PLM _ Contractor _ 44AAAc Ph ` SWP - _ -- BUILDING -T Tenant/C vner ELC Retainirg Wall ELR Footing Access. Foundation FPS Fig Drain ---- -- Crawl Drain Inspection Notes: SGN Slab Post& Beam ---�! -� --- - SIT Ext Sheath/Shear Int Sheath/Shear Framing 0 AJ UL Insulation - Drywall Nailing -tet: L QY-e�y�k.�J t7GY LZ- 3A,G,,t6S zs.-014:145"f' f� • Firewall Fire Sprinkler �_� c�ornG ��s,S'/y, C' '4[? ✓��vhY t=z-��jc a �TYc'y�'L�17.� Firs Alarm SL;sp'd Ceiling Roof M�jsn: PASS PART 4A11 � �J< T�: ./oCAJ r-'`oi PLUMBING U�vSSiJ 51 Z Post& Beam - - Linder Slab y f4-c--C.-SS -� Top Out Water Service Sanitary Sewer Rain Drains _ Final PASS PART FAIL .gCHANICAL ` - Post& Beam -- _ Rough In Gas Line - - - Smoke Dampers PART EI_I`C7RICAl. ----- - -- - ----- __.._--- - Service Rough In - - --- ---� UO/Slab Low Voltage �.— Fire Alarm Final -------•--- -- - PASS PART FAIL -- - - ---------- ------- - ---SITE BackfiII/Gradii y - -----._—_...-- - -- --- -- - - - --- Sanitary Sewer Storm Drain [ J Reinspection fee of$ . ,required before nest inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ I Please call for reinspection RE. i [ ]Unable to inspect-no access ADA Approach/Sidewalk cdow —._ Ex!Other �et4 Final "_'--- _ - -------- -----.. PASS PART FAIL_ DO NOT REMOVE this Inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION c� 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 MST 3-0 7 Date Requested____ AM�— BLLDD PM B ILIP Locaticn_ Suite MEC — Contact Person 0 ~r PLM Contractor _ Ph SWR A Bil LDING Tenant/Owner ELC — Retaining Wall --"- - Footing ELR Foundation Access: FPS _-- - -- Ftg Crain — Crawl Drain Inspection Notes: SGN Slab --- Post&Beam -`--" --- ---- SIT Fxt Sheath/Shear �- ---- Int Sheath/Shear Fran'ing ---------- ----- D--,gall Nailing _ Firewall ------- ---- ------ -----_..--- Fire Sprinkler — -_ Fire Alarm --- ---- ----------___-_- Susp'd Ceiling Roof -_ — --- ------- -_ --__—�- —___--- Fi --------- ----- — --- - S ) PART FAIL --- —. -- --- --- Fp—�ILILJMBING Post& Beam - -_ ------ ---- ---- ------ Under Slab --'- Top Oi it ---.. - - ---- -- - -- - - -- -_-- -- Water Service Sanitary Sewer _-- Rain Drains Final PA" T FAIL MECHANIC _.-------------- --- Post& Beam Rough In -_--- --- - Gas Line - ---- ---- -- - --- - -- -- -Smoke DampF-; Dampe; m .` --- - _----- ----------_-------------------- _PAS,9 PART FAIL ELECTRICAL Service —. ----- ---- Rough In - - - - ---- UG/Slab ---- __---_------_.____-- Low Voltage --------. -_ Fire Alarm Final ------ ------- ----- - - -- --- ----------- _.- PASS PART FAIL SITE Backfill/Grading --- -- --- Sanitary Sewer -----_- -_-_.--------------------- Storm Drain ( Reinspection fee of$ required before next inspection Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line f ]Please call for reinspection RE: - ( ]unable to inspect -no access ADA j Appro.^ch;Sidewalk /_ q p Other `_ Date / ( —_ Inspector Ext Final --- PASS PART FAIL_ DO NOT REMOVE this inspection record from the job site. CITY OF TIGQRI) BUILDING INSPECT:rN DIVISION MST BUP 7/- Hour Inspection Line: 639-4175 Business Line: 639-4171 —------�— �' it 4Date Requested__ � _AM PM BLD 1-4 Location !l i ( / c z- `r —' — Suite — MEC Contact Person Ph l PLM Contractor F'h 57-- SWR -- --- — ILD—1k — � BUG Tenant,'Owner - ------ — Retaining Wall ELR __— Footing Access: FPS / Founr+etion ��Lt �'� `d/ 7Lw a — Ftg Drain LL i'�''�/4z ,J / SGN Crawl Drain Inspection Notes' ---------u-- Slab SIT Post& Beam �* Ext Sheath/Shear L ' Int Sheath/Shear Framing ------- - - ----- -------- ----------- Insulation Drywall Nailing Fi-ewall Fire Sprinkler - Fire Alarm - Susp'd Ceiling ---_ _------------_— ----- - -- - ----- Roof '-�� Final PASS PART FAIL - --- --..._._ - — — --- -- .--� PLUMBING Post 8 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 _ ---- �._ .. ---------------_- - -- -------__.-_- -- -_ --- --__.- PASS PART_ FAIL Service Rough In UG/Slab Low Voltage Fire Alarm ---- -- -- - ------- A'94),PART FAIL- --- - ------ --- - - --- ----u.._. ---�.. m___.-------------- E Backfill/Grading --_-__-_--------__—_-__ ----- ---------------------_------------ Sanitary Sewer Storm Drain I J Reinspection fee of$ required before next inspection. Pay at City Hall. 13125 SW Ilall Blvd Catch Basin Fire Supply Line l ] Please call for reinspection RE. _ _. ( J Unable to inspect no access ADA � -d�� - Approach/Sidewalk � Other Date — inspector— Ext --_ lFinal PASS PART FAIL DO NOT REMOVE this Inspection record from the job site. Construction Inspection & Related Tests Carlson Vesting, Inc. Geoe chnicalConsultir.j /� '.O. box 23814 1/ Tigard, Oregon 97261 April 22, 1 998 Phone (503) 684-3460 FAX (501) 684.0954 CTI X97-1313!�5 /�aAcd a / �� / Cl Matrix Development Corporation L � �11� 6900 SW Haines Street - Suite #200 c _JW Ltt-Ac pce-t 1r, Tigard, Oregon 97223-2514 PARTIAL FINAL REPORT OF EARTHWORK OBSERVATION AND TESTI G APPLEWOOD PARK II LOTS 15 THRU 29, 39, 45 THRU 48, 56 THRU 59, & 77 THRU 79 TIGARD, OREGON (,irlgnn Testing !nc. (CT!), has conducted on-call inspecticn. 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 in question. SITE PREPARATION AND FILL PLACEMENT Based on our 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 condition 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 toughly 12 to 24 inches of uncompacted or water softened material. If the developer wishes to warrant the excavation depth to su-itable foundation bearing soil, we recommend that 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 expected to support appurtenant structures such as &ck 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 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 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 bearing 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 Minimurn 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 1,500 Ib/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 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 focting movements are 1 inch and '/4 inch, respectively, over a span of 20 feet. If requested, CTI can provide inspection serv;ces to verify that suitable foundation subgrade is exposed prior to placement of concrete. C11 #97-G1396 Applewood Park II Page 3 CLOSING AND LIMITATIONS Our reports pertain to the materials tested/inspected only. This letter should be made available to each builder in ;he 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 for this site wor',, but is provider) for the minimum required governmental assurance. Our support was given on an as-needed basis as rec,uested. If conditions are encountered during `oundation 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. fir" n �y9 i, 14743 OREGON 44, 01 230 M£S D. 1 x -3p 19 Brian D. Leach, E.I. James D. Imbrie, P.E. Engineering Associate Principal Engineer cr. City of Iigard chimdt Excax,iting A• 15A P .02 fZ .UNnW eAtrArlr)oe 7M1 lllE fi jova f31 HIM ei M 3.7 rC�t r `YH1® 5 J w,z, .M•� } 3rvG+r 7M b c I N c\ I TJr�p( Hl6a At o 'fir � t IIz9 y Lt H10Q o \ o . '. \ O\ o.\ � o o N o r. CITY 4F TIGARD MASTER PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : MST98-0122' 13125 SW Hell Blvd,, Tigard,OH 97223 (503)639.4171 DATE ISSUED: 0`;!15/98 PARCEL: A 1 1 1 I)A-02600 SITE ADDRESS. . . :OB X91 SW LOD I LN SIJND I V 1 S I ON. . . . :AP'P'LEWOOI) PARK NO. L' ZONING: R-7 P'D HL.00F,,. . . . . . . . . . LOT. . .. . . . . . . . . .. . :rhe_1 JIJR:I aDICTION: TIG Remarks: New SFD PATH I _-- __.___------------------------------------------------------- BUILDING ------------------------------------- REISSUE: STORIES.......: 2 FLUOR AREAS---------- BASEMENT...: 0 sf REQUIRED SETBACKS---- REQUIRED----•---------- CLASS OF WORH.:NEW HEIGHT........: 23 FIRS1....: 1017 sf GARAGE.....: 498 sf LEFT..........: 4 SMOKE DETECTRS: Y TYPE OF USE-..:SF FLOOR LOAF....: 40 SECOND...: 824 v FRONT.........: 20 PARKING SPACES: 2 TYPE OF CONST.:5N DWELLING UNITS: I FINBSMENT: 0 Sf RIGHT.........: 4 OCCUPANCY GRP.:R3 BDRM: 3 BATH: 3 TOTAL------: 1841 sf VALUE..$: 131%8 REAR..........: 15 ----------------------------------- ----------------------------- PLUMBING -------------------------------------------------------------------- SINKS.........: i WATER CLOSETS.: 3 WASHING MACH..: 1 LALINDRY TRAYS.: 0 RAIN DRAIN ft: 100 TRAPS...,.....: 0 LAVATORIES....: 5 DISHWASHERS... : 1 FLOOR DRAINS..: 0 SEWER LIN: ft: 100 SF RAIN DRAINS: I CATCH BASINS..: 0 TUB/SHOWERS... 3 GARBAGE DISP..: 1 WATER HEATERS.: 1 WATER I ;1E ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0 OTHER FIXTURES: 0 -----------------------------------------------•----------------- MECHANICAL - ------- FUEL TYPES----------- FURN ( 100K ..: 1 BOIL/CMP ( 3HP: 0 VENT FANS.....: 4 CLOTHES DRYERS: ! GAS FURN )=100K ..: 0 UNIT HEATERS..: 0 HOODS.........: 1 OTHER UNITS...: 1 MAX INP,: -o 0 BTUFLOOR FURNACES: 0 VENTS.........: 0 WOODSTOVES....: 0 GAS OUTLETS...: I - -------------------------------- ELECTRICAL --------------------------------------------------------I--------- --R!`S DENTIAS UNIT-- ---SERVICE/FEEDER-.-- --TE!P SRVC/FEEDERS-- ---BRANCH CIRCUITS--- -- MISCELLANEOUS---- --ADD'L !NSPECTItd%-- 1000 SF OR LESS: 1 0 - 200 amp..: 0 0 - 200 amp..: 0 W/SVC OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION: a EA ADD'L 500SF.: 3 201 - 400 amp..: 0 201 - 680 amp..: a 1st W/O SVC/FDA: 0 SIGN/)UT LIN LT: 0 PER HOUR......: 0 LIMITED ENERGY.: 0 401 - 600 amp..: 0 601 - 600 amp..: 0 EA ADDL BR CIR: 0 SIGNAL/PANEL...: 0 IN PLANT......: 0 MANE HM/SVC/FDR: 0 601 1*4 amp.: 0 601+81ps-1000 v: 0 MINOR LABEL -I0: 0 10710+ ampt,olt.: 0 ----------------------------------- PLAN REVIEW SECTION ---.-------------------------------- Reconnect ._------------------------ --Reconnect only.: 0 )=4 RES UNITS..: SVC/FDR)=225 A.: ) 600 V NOMINAL: CLS AREA/SPC OCC: --------------------------------------------------- ELECTRICAL - RESTRICTED ENERGY ------------------- A. 5F RESIDENTIAL------------------------- B. COMMERCIAL------------------------------------------------------------------------------- AUDIO 6 STEREO.: VACUUM SYSTEM..: AUDIO $ STEREO.: FIRE ALARM.....: INTERCOM/PAGING: OUTDOOR LNDSC LT: BURGLAR ALARM..: 0TH: :: X BOILER.........: HVAC...........: LANDSCAPE/IRRIG: PROTECTIVE SIGNL.: GARAGE OPENER..: CLOCK..........: INSTRUMENTATION: MEDICAL........: OTHR: HVAC...........: DATA/TELE COMM.: NURSE CALLS....: TOTAL I SYSTEMS: 0 Owner: -----------------------------------Contractor: ------------------------------ TOTAL FEES:$ 2886.76 LEGEND HOMES LEGEND HOMES CORP/MATRIX DEV. This permit is sub)ect to the requlations contained in the 6900 SW HAINES ST PLA1A 11, SUITE M1200 Tigard Municiial Code, State of Ore. Specialty Eodes and all TIGARD OR 97223 6900 SW HAINES STREET other applicatle laws. All work will be done in accordance TIGARD OR 97223 with approved plans. Thii permit will Pxpire if work is Phone t: 6?QI-80!0 Phone N: 620-8080 not started within 180 divs of issuance, or if the work is Reg C.: 000006 suspended for more than 180 days. ATTENTION: Oregon law ----------------------------------------------- requires you to follow rules adopted by the nregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952^.-001-00P0. You Pay obtain copies u,' l;ese rules or direct questions to OUNC by calling (503)246-•1987. --------------------------------------------------------------- REQUIRED INSPECTIONS --------------------------------------------------- ._.. Erosion 844-8444 Post/Beam Meehan Electrical Servi Fireplace Insp Nater Line Insp Plumb Final Grading Inspecti Crawl Drain/Back 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 Strue '----'-Plumb Top 0 Low Voltage Rain drain Insp MAiianal Iss1-red H • 1' tQc Permittee Signati.rre++++.1.++++++++•++++++++++f+-h+++i-++-+++-++++++++++•+++•+•++++••+• i + 4 ++ 4-++ +•Call 639-4175 by 7:00 p. m. for an inspection needed : IS_ siTrAss day CITY OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION PERMIT 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 PERMIT #. . . . . . . : SWR96-007 + DATE ISSUED: 05/15/98 PARCEL.: 2A 1 1 1 DA-02600 SITE ADDRESS. . . :O8591 SW LOD I i-.N SUBD I Q I S I ON. . . . :APDL EWOOD PARK NO. 2 ZONING: R-7 PD BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :O21 JURISDICTION: TIG TENANT NAME. . . . . :LEGEND HOMES USA NO. . . . . . . . . . : FIXTURF UNITS. . . : 0 CLASS OF WORT',. . . ::NEW DWELL_I NG UNITS. . : 1 TYPE OF USE.. . . . . :SF NO. OF BUILDINGS: 1 INSTALL TYPE. . . . :RUSWR IMPERV SURFACE: 0 f Remarks : New SFD Owner: ------- _..._..______.____..----------_---- FEE., LEGEND HOMES 4:ype amol_int by date recpt 6900 SW HATNE.S ST .''RMT $ 2200. 00 DEB 05/1.5/98 98-305795 TIGARD OR 97223 [NSP $ 35. 00 DEB 05/15/98 38-305795 Phone #: Contractor: -------------------------------- OWNER Phone #: $ 2235. 00 TOTAL REQU I RIED I NSPECT IONS This Applicant agrees to comply with all the rules and regulations Sewer Inspection of tie Unified Sewage Agency. The permit expires 188 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. if the sewer is not located at the measurement __•--__—._-_ given, the installer shall prospect 3 feet ie all directions from the distance given. If not so located, the installer shall purchase _ a "Tap and Side Sewer" Permit and thr Agency will install a lateral, ATTEHTIM: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. These rules are set forth in OAR 952-81-010 through OAR 952-A881-@N@. You mly obtain copies of these rules or direct questions to OUNC by calling (503)246-1987. I s s i_r e d b `-�T��IK -- --...._.�._ P e r m i t t E e S i g n a t o.t r e: +++4++++4+-F+t++++++++4 f.++++++++4-4......+++++++++•+++++4-+4-4-+4.........i-4.++++++++++4 4 Call 639--4175 by 7:00 p. m. for o4n inspection needed the next bk_rsiness day +++++++++++++++++•1++++, -+++++++++i+++++++-H+++++++t++k-1-++++•!-4++++++++++++++++++++ Plan Check CITY OF TIGARD (Residential Building Permit Application Recd©y -?` 4# 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 O V F 503 684-7297 Permit 0 rq 6<Z??- �•, Print or Type Incomplete or illegible applications will not be accepted f. Nazne Projec t y ame r, / Job J'/J� Q/,too Architect MailirlidAddress Address sl).gddcf I l v City/$tate ZipPhone }g Na ,r w –$Oc t Owner Maill, Address Narr +�! IV n i State Zip Phon Engineer Mailin Address x cog _ Citq/State Zip Phono :,i,.." General Name} -7 , Contractor L� .Q� �D/I �5 Describe work ew 6' Addlti nO Alteration Repair Mailin Addss _;,, •, to be done: re Prior to permit './ ?'. Additional Description of Work: issuance,a copy City/State Zip Phone of all licenses 't jqa, - 6zo" $P-1-6- are 6are required if Ore Const.Cont Board Exp.CalePROJECT q; expired in COT Lit.# D�o16(� / VALUATION $ / W 1 _ ' "` database Mechanical Name- NE_W_CONSTRUCTION ONLY: '` Sub- `l 4ar� �'IIe Sq. Ft. House: ) hII Sq. Ft C� r { Contractor MailingAdd _ Prior to permity2� s E I O with Corner Lot YES O Flag Lot issuance, a copy City/Stale Zip Phone (check one) (check one) of all licenses Z5 -_17A Restricted Audio/Stereo Burgle are required if Oregon Cons.Cont Board Exp.Date Energy S stem Alarm n4 expired in r0T Lic.# database _ �� IS_3,z]> meq$ Installation J {, Garage Door HVAC Plumbing Name Opener_ Systems Sub- -� Ii,,.•,,a (check all that Other-. apply) Contractor Mailing Address V`ftll the electrical subcontractor wire for all YES NO R) �O-x Z restricted energy installations? Prior to permit City/State Zip — Phone_ Has the Subdivision Plat.recorded? N/A S NO issuance.a coPY C �—�;, – of all licenses are Oregon Const.Cont. Boar) Exp.Date — required if Lic.N7 Reissue of MST#: Solar Compliance expired in COT �- P it/ (o - (9 -900 (Calculation Attached) database Plumbing Lic.p Exp.Dale 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, and that pians submitted are in compliance '? Name with Oregon State laws. Electrical L ryr-bAzc rIL gnatur)eo nQr/Age4nir ,,,/,(,ili)�,�/ Q to Sub- Mailing /Address ((_ �C//���� / Co+r1t Person!Jame Pftgne0� r.+) Contractor J 5 L� TV ► h tAJ z City/State Zip P ° _FOR FFICE USE ONLY: Prior to permit SR r t' ssuance, a copy �t 1 ohcY C3�y q-1 n Plat#: M�/TL#: , jf all licenses are Oregon C, _t.Cont.Board Exp. Data required if Lic.M _ Setbacks: Zone: Solar; expired in Cor `�--s `�- 19 �� / i - dataNse Electrical Lic.# Exp. Date En 'ieer�ng Appr vol: Planning Approval: TIF: �3 y -305 id i✓51� w//f /Ma I:SfREM DOC (DS1') 7 Solar Balance Point Standard Worksheet Address S✓7/ Z� 2", zap 1/ 1611 � q r 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 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 nort:iem most point of the lot. 4V--� t 1 None" N North-South Dimension for Lot: Meast!re the distance from the midpoint of the North lot line to the south lot line along _ the described line. feet 1 N 4�Ntn��am owwo� Box B calculations: Shade point height for your residence. Box 3. 1. Determine whether measurements will be based on the peak or eave of your Which describes cructure.. The orientatien of the ridge is also importam your residence? 1 a: If the roof line runs North-SouCh, measurements willEEn (circle one) be based on the peak of the roof. c o o a \ ..,.. 1 A 1 B `1 L c 1 b: If tl,e roof line runs East-West and the goof pitch is less uian 3i12, measuremerts will be based on the eave. swx x�n ut 1c- If the roof line runs East-,vest and die roof pitch is 5/12 or steeper, measurements will Ik based on the G=��, peak. A..MCA Box B. continued Box 8: I -,. .Measure change in elevation from front property line to finished floor elevation. If the lot slopes up from the f.-ant lot line to the foundation, the figure is positive. If 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. + ..-2.�_ ft 4. If the roof line runs North-South, deduct three fent. It the roof line runs East-West, )OPIL ft deduct nothing. S. Subtract one foot for each foot of difference in elevation h nm the front propery line to the rear property line, if the lot slopes up from the front to the rear. If the �� lot has no slope car slopes up from the rear to the front, deduct nothing. ft 6. Total figure for box 13: ft Box C. Distance to the shade reduction line. Box C: 1. Measure the c1hrance from the North property line to the foundation near the / h affected peak/eave. 2. Measure the distance from the foundation to the affected peak or eave. + - h 3. Total figure for box C: -�'r1 • Ste' ft It is most useful to draw a ver*W line to represent the appropriaoe grime found in box'A'and a horizontal one to represent the appropriate rj"found in box'C*.11m inkwAc&m of the verthal arad hodeond ones dewmines the value found in box 'O'.The value in box'O'shouid be compared to the value in box's';if the value in box'S'is lea anon or equal to the value found in boot'O',then the building is in compaance with the solar balance code. If you have any quesro%please conte us at 639-4171,x304 or at the Community OewkVnent Counter. MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet) Oiaarics to North-south tot dimeruton an reed shoo•` 100+ 95 90 8S 80 75 70 65 60 55 So 45 40 reduckm one Fran norther lot,�•�fc�rh 70 40 40 40 41 42 43 44 65 38 38 38 39 40 41 42 3 60 36 36 36 37 38 39 40 41 42 53 34 34 34 35 36 37 38 9 40 41 so 32 32 32 :1 J4 35 36 7 38 ;9 40 45 30 30 30 31 32 33 34 5 36 37 38 39 40 28 25 28 29 30 31 32 3 34 3S 36 37 38 35 26 26 26 27 28 29 30 1 32 33 34 35 36 24 24 24 25 26 37 28 9 30 31 32 33 34 ?, _1 22 23 14 25 26 7 28 29 ]0 31 32 10 20 20 20 21 22 23 24 5 26 27 28 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 5 14 14 14 15 16 17 18 1 19 20 21 22 23 24 Box D. Ma..mun: :01--red shade point height: f� feet h�doa'wncvrverrtunbolu.Cl+p ReNsed YM16 fi LOT FLAN LOT *121, AFFL E WOOD FAR< R-1 251 11 DA �-1 PP 85e1 SW LOD I L,-�NE S.E. 1/4 OF SECTION 11, T.2, R.1w, W.M. CITY OF T IGARD W,45HINGTON COUNTY, OREGON LEGENDHOMES 6900 S.1/. HAINES STRUT "GARD. OREGON PLAZA 2. SUITE 200 97223-2514 OFFICE (603) 620-8080 PAX (503) 598-8900 1 Lor 07 L07"2.4 LOT 23 198.x' N 89'54'25" E LOT 09 a.bl' LOT 2: WATER METER /9e U1----- -- WATER LINE / a,0' 39 5S— ——— SANITARY" SEWER T 21 , / w SD — -- -- STORM pR,41N ,'n /4,016 SQ. FT.. / m �— -- -- Q OF STREET /EXETER HALn • MANHOLE 0 / 'FIN. FLR ® CATCH BASIN GARAGE FLR ■ / 198.d' PROPOSED / a P�' STREET TREES 4.61' ® STREET LIGHT l FIRE HYDRANT 6 -----1�i '- -- 0 - --- -- tp----- Up --------- 0 -------- 8' UTILITY" EASEMENT I SIDEWALK N 8g'S4'25" E , _ 62140' PROvIDE EROSION CURB l U — E CONTROL FENCE I , PER COMMUNITY --------'—SS— — --- -- --SS---+-t- --- - EROSION PLAN Ah -4 ---•i---- -�--96�-- &W LOD I LANE