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ADU2019-00009 APPROVED ADU2019 - 00009 STUART ADU NOTICE OF TYPE I DECISION v ACCESSORY DWELLING UNIT ADU2019-00009 STUART ACCESSORY DWELLING UNIT 120 DAYS =January 3rd, 2020 SECTION I. APPLICATION SUMMARY FILE NAME: STUART ACCESSORY DWELLING UNIT CASE NO.: Accessory Dwelling Unit(ADU) ADU2019-00009 PROPOSAL: The applicant proposes to construct a 799 square foot detached ADU at 10815 SW Fairhaven Street.The applicant is proposing a new driveway on the west side of the property. APPLICANT: Emily Stuart 10815 SW Fairhaven Street Tigard,OR 97223 OWNER: Nathan & Emily Stuart 10815 SW Fairhaven Street Tigard, OR 97223 LOCATION: 10815 SW Fairhaven Street (WCTM 2S103DD,Tax Lot 00406) BASE ZONE: R-3.5: Low Density Residential Zone APPLICABLE REVIEW CRITERIA: Community Development Code (CDC) Chapter 18.220 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request,subject to a condition of approval.The findings and conclusions on which the decision is based are noted in Section N. ADU2019-00009:STUART ACCESSORY DWL;LLING UNPI" 1 CONDITION OF APPROVAL THE FOLLOWING CONDITION MUST BE SATISFIED: Unless noted otherwise, the staff contact is Samuel Copelan, Assistant Planner; (503) 718-2450 or SamuelCntigard-or.gov. 1. Prior to building permit submittal, the applicant must apply for a Public Facilities Improvement (PFI) Permit for the creation of a new driveway at 10815 SW Fairhaven Street (WCTM 2S103DD,Tax Lot 00406). SECTION III. BACKGROUND INFORMATION Site Information: The property is located at 10815 SW Fairhaven Street (WCTM 2S103DD, Tax Lot 00406), which is located north of SW Fairhaven Street, east of SW 110`h Avenue, south of SW Park Street, and west of SW 107`h Ave. The existing single detached house and garage have access to SW Fairhaven Street. The property is zoned Low-Density Residential(R-3.5),as are all adjacent properties.The property is not located within any overlay districts or sensitive land areas. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS Findings for only the applicable code sections are found below: 18.220 Accessory Dwelling Units: 18.220.050 Standards A. Number of units. 1. A maximum of 2 accessory dwelling units are allowed per single detached house. The applicant is proposing one (1) detached ADU. This standard is met. 2. A maximum of 1 detached accessory dwelling unit is allowed per single detached house. A second accessory dwelling unit must be attached to the primary unit. The applicant is proposing one (1) detached ADU.This standard is met. B. Size. 1. The maximum size of a detached accessory dwelling unit is 800 square feet. The applicant is proposing a 799 square foot ADU. This standard is met. C. Height. 1. The maximum height of a detached accessory dwelling unit is 25 feet. The height of the proposed detached ADU is 13 feet. This standard is met. ADU2019-00009:STUART ACCESSORY DWELLING UNIT 2 D. Setbacks. Accessory dwelling units must meet the setback standards for a single detached house in the base zone, with the exception that a detached accessory dwelling unit may be located within 5 feet of the rear property line if the accessory dwelling unit is 15 feet or less in height. Below are the applicable setback standards for the proposed detached ADU. The detached accessory dwelling unit is 13 feet tall, therefore it may be located within 5 feet of the rear property line. Standard R-3.5 Development Proposed Detached n eets R-3.5 Zone Standards ADU Standards Minimum Setbacks -Front 20 ft. 88.75 ft. Yes -Side 5 ft. 5 ft. Yes -Rear 5 ft. 8 ft. Yes Thep pro osed detached ADU meets all of the applicable setback criteria.This standard is met. F. Parking. 1. In addition to the number of parking spaces required for the primary unit, a minimum of 1 off-street parking space must be provided for each accessory dwelling unit. Lots within 2,500 feet of a right-of-way that includes transit service are exempt from the additional parking requirement for the accessory dwelling unit. The site is required to have two parking spaces, one for the primary unit and one for the ADU.As stated in email correspondence, the site contains an existing two-car garage and driveway for a total of four parking spaces. This standard is met. G. Home occupations. Type II Home Occupations are prohibited on a lot with two accessory dwelling units. There are no Type 2 Home Occupations currently located on site. This standard is met. 18.920 Access, Egress, and Circulation 18.920.030.I. Minimum access requirements for residential uses. 1. Vehicular access and egress for residential uses must comply with the standards provided in Table 18.920.1. Table 18.920.1 Vehicular Acccss/Egtcss Requirements Single Detached Requirement Proposed for new Proposal meets code. Houses Standard ADU Minimum Driveways Yes Required 1 1 Minimum Access loft 12 ft. Yes Required Minimum Pavement loft 12 ft. Yes Width ADU2019-00009:STUART ACCESSORY DWELLING UNPT 3 The applicant is proposing a detached ADU and a new driveway on a lot that contains a single detached house. The applicant's proposed driveway meets all of the applicable standards in CDC Table 18.920.1. This standard is met. CONCLUSION: The applicant proposes to construct a 799 square foot detached ADU at 10815 SW Fairhaven Street with a new driveway,and is in compliance with the applicable requirements of this Title. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was provided to: X The applicant and owner Final Decision: An accessory dwelling unit application is processed through a Type I procedure.As such, this decision is final for purposes of appeal on the date it is mailed or otherwise provided to the applicant, whichever occurs first. This decision is not appealable locally and is the final decision of the City. THIS DECISION IS FINAL ON SEPTEMBER 25TH, 201% AND BECOMES EFFECTIVE ON SEPTEMBER 26TH, 2019. Questions: If you have any questions,please contact Samuel Copelan at (503) 718-2450 or SamuelCgtigard-or.gov. September 25`'', 2019 APPROVED BY: Samuel Copelan Assistant Planner ADU2019-00009:s,rUART ACCESSORY DWEI LLING UNIT 4 RECEIVED 1 SITE PLAN — 11x17 _ _ _ _ N 90° 00'00"E_ _ _ _ s _ SEP 2 4 2019 6 „ _ 0 123.00' 1 — 201-01' CITY OF TIGARD Map&Taxlot ID H: 2S103DD00406v PLANNING/ENGINEERING Real Property Account q: R478450 II 992 S.F.IMPERVIOUS ROOF AREA -DOWNSPOUTS TO SPLASH BLOCKS Site Address: 10815 SW FAIRHAVEN ST.TIGARD OR,97223 I I JI 80 - I I I �I NOTE:PROVIDE SUMP PUMP IN CRAWL SPACE �❑J L__iL__ CONNECT LOW POINT DRAIN TO RAIN DRAINS I 5'-0” pp `C 2"UNDERGROUND ELEC.CONDUIT i 1 NEW PERVIOUS PAVER WALKWAY TO ADU - Q-61 OQ \ NEW PERVIOUS PAVER WALKWAYTO ADU QO OQO 0 0 �6L ��� SEWER TO EXISTING C.O. PERVIOUS LOADING&UNLOADING ZONEQ�Q�Q EXISTING PATIO 3 o O o O o 6 VERIFY LOCATION IN FIELD —IlQ O oQ O oQ O ' ���\ AFF NEW GAS LINE TO ADU CD O ' � EW WATER LINE W O o0 00 G _ o Q O oQ 0000 C CTED TO HOUSE - —�� — r — —6a5 O M O M 0 'o CD �I o O v Z oQ O o EXISTING HOUSE LOCATION-NO CHANGE NOTE: 1 cooc �o ALL DISTURBED AREAS O oQ O O ARE TO BE RE-LANDSCAPED /-� (� 1 �JOOO�O UPGRADE TO 2-GANG O OQ O O (2)9'x D ELECTF IC SERVICE NEW GRAVEL DRIVEWAY PARKING SPA S I I 1OQo`- O I IN EXISTING GARA y OoQOo I DI ofJD 'CQom/ MbVE GAS METER PER � � I I 1 O o O N.W.N.G.-MAIC 2 SERVICE METERS I I I 000Oo lI II (2)9'x1 N UPGRADE EXISTING WATER LINE TO I �OQ0�O 1"WATERLINE WITH NEW 1"WATER SERVICE I I I I ( I PARKIN SPACES O oQO o \ $ �1 EXISTir"DRIVEWAYI its---� �---� �00�o I I 000 $ Oo0Oo I OQov O $ { Oo000 Q N 90° 00'00"W { 123.00' $ — 'P — — �;i'ry OF TIGARD --Approved by Planning PROVIDE NEW CURB CUT TO DRIVEWAY Date: t SW FAI RHAVEN ST. nitials: St Project number: Date: 11714 BUILDERS STUART ADU Drawn by: BSY L....-.� Area: D SIGNINC Scale: T"=20'-0" SITE PLAN COMMERCIAL • RESIDENTIAL • REMODELING 6 11125 NE WEIDLER ST. - PORTLAND, OR 97220 PHONE: (503) 252-3453 • FAX: (503) 252-3454 EMAIL: BUILDERS DES IGN@GMAIL.COM APPLICANT MATERIALS RECEIVED DowSp Bwelape!D:A69EtAF1-8i D9-42FF-3CM-762FC39F2FW SEP 05 2019 Case#. AD14011 _000 City ofT2gard: CITY OF TIGARD ., PLANNING S COMMUNITYDEVELOPMENT DEPAR`I'MJNEERING Master Land Use Application LAND USE APPLICATION TYPE 0 Accessory Dwelling Unit(ADLD O Modification: Tope I ❑Type II ❑ Adjustment O Planned Development: Annexation O Consolidated Plan ❑ Comprehensive Plan Map Amendment O Concept Plan Conditional Use ❑ Detailed Plan ❑ Downtown Design Review: O Sensitive fands Review- 0 Trach 1 0 Trach 2 ❑Track 3 = Type I 1= Tope 11 O Type III ❑ Home Occupation—Type 11 O Site Development Review: ❑Type 1 O Type 11 ❑ Land Partition O Subdivision O Lot Line Adjustment/Lot Consolidation ❑ Temporary Use Permit O Marijuana Facility Permit 0 Urban Forestry Plan: ❑ Miscellaneous: O Modification 0 Discretionary Review D'Type II 0 Type III O Zoning Map Amendment PROJECT INFORMATION Project name: Stuart residence ADU Brief description of project: Construct a one level ADU, 800 sf,, for the owners parents to live in. In the rear of the property. Will upgrade to a P, water meter- Would like a 2nd driveway approach on or the ADU parking. ADU to meet required setbacks SITE INFORMATION Location (address if available): 10815 SW Fairhaven St 2S103DD00406 R478450 Tax map and tax lot number(s): Site size: 16 5 5 3 Zone: R3 .5 APPLICANT INFORMATION Name: Emily Stuart Mailing address: 10515 S,d Fairhaven St- City/State: Tigard 7.ip: 97223 Phone: 303-828-8217 Email: emily.r.stuart@gmail.eom Applicant's representative: Joe Robertson Shelter Solutions LLC Phone: 971-235-3675 Email: doeLShelter-Solutions.net City of Tigard • 13125 SW Hall Blvd. • 'Tigard,Oregon 97223 • wwwtigard-orgov • 503-718-2421 • Page f oft DocuSign Envelope 0:A69E1AFI-8lD9A2FF-BC3A-762FC39F2F3F PROPERTY OWNER INFORMATION [a Same as applicant (Attach list for additional owners) Name: Nathan & Emily Stuart Mailing address: Same as above City/State: Zip: Phone: Same as above Email: Same as above SUBMITTAL REQUIREMEN fS In addition to this application form,you must submit all required items listed in Subsection 18.7101.0301.0 of Tigard's Community Development Code. If you are unsure what is required with your application,,please contact the planner on duty at 5013-718-2421 or tigardplanneronduty@@ Izard-or.�ov. I certify that I am the property owner or I am eligible to initiate this application,as provided in the Tigard Community Development Code. To the best of my knowledge,all the information provided within this application aceis complete and accurate. Joseph D. Robertson 9/4/2019 A vlicant's signature* Print name Date ruSigned by: ff*� SEi-o Emily Stuart 9/4/2029 Property owner's signature* Print name Date o ,sea by: PJ(,,,,,4 s4v-14 Nathan Stuart 9/4/2019 Property owners signature* Print name Date *The owner must sign this application or submit a separate written authorization when the owner and applicant are different people. STAFF USE ONLY Case No.: ' �;� "��M lr l()kl Application fee: �idReceived bv. Date: t� Related Case(s): Detem ined complete by: Date: City ofTigard • 13125 SXV Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2of2 Shelter Solutions, LLC - www.shelter-solutions.net 1973 SE Duncan Drive °.solutions Phone:971-235-3675, Hillsboro,OR 97123 CCEW� ISM' Email-joe@shelter-solutions.net Fax:503-681-9940 DesignReviewI Ap plicatiou Narrative 1 Vor A New ADU' To Be Built At 10815 SW Fairhaven St. Tigard, OR 97223 'Please-refer to the site plan,' r plans-andelves submiftd for lbisreview. The proposed projects meets the requirements of Planning Code section 18.220.040 A. 1. &2. It is adding one unit.to the property with one single family home H. 1. The ADT living wea is 800 sf 2. The ADU is smaller in size and footprint than the existing home C. 1. The AM is one story and well under the 25' hei&,limitation 2. 'the ADUl eight is less than the height ofthe existing house D.The ADU meets the required wa> s of 'to the side T property hne. Because the ADU height is vn&.,r 15',feet it s 4110 d to:he-.up to 5' off of the.rear;property line, we have it as 8' E. The entrances of the ADU do not face the street. They are oriented to the sides. F. 1. &2. The site plan shows an additional driveway approach to allow for a driveway and additional ping for the ADU G. There is no current home occupation on this property H.Not applicable Joe Robertson Shelter Solutions LLC Joe@Shelter-Solutions LLC 971-235-3675 File No.: 18-167935 Gnaw { tIT01t>S1Nte BId AT?C 781 , Grantee Net=Stuart and Eff*Steart 10815 SW Fairhaven Street .1 TigBrdr OR 97223 _.. Read and Approved After recorrifintrafiirn to ,Nathan amm, afsd Emily,SuU3d i Tools Swf=oir hsuen Street tea.:� 972 ; 4lrttitasda�ail�c •s�!l.�t�tttto Ai�tat!`';Rtuta�'tT },F:a#I�rStmart T �I,'OR Street r 10815 SW Fai I9 „�. ResenEsd for F2ecor+der'a t{se STATUTORY WARRANTY DEED Victoria Mevchtry and Andrew Meichtry, as tenants by the entirety; Grant yqs) convey and warrant to Nathan Stuart and EmAy Stuart,as tenants by the entirety,Grantee(s),the real property described in the attached Exhibit A,subject only to those liens and encumbrances set forth on the attached Exhibit B. The true consideration for this conveyance is $475,000.00. (Here comply with, requirements of ORS 93.030) BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD TNQU1RE ABOUT TIME'PER8O"RIGHTS,}F ANY,44MXR ORS 4953M, 195.301 AND 495.305 TO 196," AND SECTIONS 5 T0,1 1.CHApTER 424.OPLWNLAWS 2007,SCIONS 2 TO 9 AND 17, CHAPTER 855, OREGON 1AWS 2W9.AND SECTIONS 2 TO 7,CHAPTER 9,OREGON LAWS 2D1i4. TM INS7FAMENT DOES NOTALLOW USE OF IM PROPERTY IN THIS M7MJWNT IN VIOLATION OF AMMAME LAND,USE LMVS ANDIMGuLA11tONS.*EFORI SW&4G OR ACCEPTING TH'W INSTRUMENT,THEPE:RSON ACQUIRING FEE TITLE To THE PROPERTY SJ401"CHECK WITH THE APPROPFdATE iC"OR COUNTY PLAN'AIING.DEPARTMENT TO YES+1FY THAT THE LWT OF LAND BEING TRANSFERRED 1S A LAWFULLY ESTABLIS14ED LOT OR PEEL,AS'DEFINE'D I UORS;11040,'OR 21&010.TO VERIFY Tt?IEAPPROVED USES OF THE LOT OR PARCEL, TO DETERNNE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS,IF ANY,UNDER ORS 195.300,195.301 AND 495.305 TO 195.338 AND SECTIONS 5 TO 11,CHAPTER 4K OREGON LAWS 2M7,SECTIONS.2.TO a AND,17,CRAPTER,8W.SON.'L`•.41M MW ANIS SECTIONS 2 TO 7..CSR 8;OREGON:LAV&2610, ',Page I4 RECEIVED 32"TP4Y£€DINGSEP 0 5 w 12,l*AY CEILING Z 019 N CITY GE TIGARD z PLANNING/ENGINEERING o KING/ENGINEERING =Q a -- - +.M RATCHUNG Y -v_----► _m f aLL»" --4. H 1V 21"W SICYI,IGNT 1 �RpN7 ----.VAULTER fluma 271'— _ 3 - - Revislorvs REAR a 4EtT .RIGHT P Sheet I RECEIVED SEP 0 5 2019 W CITY OF TIGARD Y3 6° —PLANNING/ENGINEERING Z MIN-SPLITHPlJ T, y -_ 12''�pgY CCILI .moi a Q yI"'tpAV CE141N0 3..0".2•�-0"SLICE. 3'-0".2, 0"S'JOUR 11 E lOM ( BEDkOOM FLA'CE L" r k' `.ATTIC Ybi it e - $ b i bl j I v PANTnY � FG EF PATIO I ry � FILE 3n VIeW1�' _ - TOORINCSt E ...�. VALL _3_ .---- VAUL DCEILING ' 5� E a � � Q •11'"�A1 SNYileM+ 3F"DIpECT YENf OAST 11 " 41 SLAB DW IE33 FIRST Fl qpN!LAN 1%4� V-0" Revisiom tfbl Coov 1 „ Sheet 2 RECERIF -1 - - --- - - - -- —. — _- -_---..-s -� - = - -- - - j SEP 0 5 2019 CITY OF TIGAR W I I 1 I I I 1 I I i I `^, o LANNING/ENGINEE . . 1 AAuD10fiONTAOLNOTES 1. 3' OR 4"PLUMBINGTEE UNPER&MIL VAPOR BARRIER I N 2, 3:0114 PLumBjNGj TEE IN 4-WNAD_GREGATf UNDER SLAB. W 11 612E OF AGGREGATE 2'MAR,1/4"MIN. I I \r, j �7 j 12 3 3"ORB"PEIIFORATEO PIPJ I I "`111 ��ii 4. 3°OR 4"VENT PIPE UNDER CONCRETE SLAB.THIS VENT SHALL BE EXTENDEDAND TERMINATED 12"ABOVE THE HOOF ORCONNICrED70 THE I I I I I I I I • S 9L/CHASTHOSEGLAMPRRIER AYOAPINEOCROTHFRMMEANS m i-S" 1.2 8" E'•8° 3 " p•dv 2'•_B r.Bx ,N� J��-• u N € 1 f S. 6MIL POLY ETHYLENE OR FQUIVALENT FLEXIBLE SHE NG I I I I to MATERIAL.THE IOINTE,SHALL RE LAPPED Ir AND SEALED OR TAPLAI I I I 1 1 I 1 I I T I ( C 16 9, CONCRETE SLAB ON GRAOF. { 11 8. MEM$AANE SHALL BE SFALEO AGAINST WALL WITH 9EAD OF CHUM OR ADHESIVE,. 6 A. AL T"4 .A OR VENTnSpHAN LL BE XYI NDEB AND TERMINATED 12"ABOVE F THE ROOF CIOf 11. AIL ERPdSED ANQ.yI41RLF INTERIOR RADON VENTPIPES SHALL BE S IDENTIPIED WITH AT LEA5T CNd LAREL AT EACH FLOQR AND IN AN AECESSRILE ATTIC THE LARELSHALL READ"RADON DEDUCTION SYSTEM I I I I I I I I I I E yI 12, PIR AN ELECTRICAL CIRCUIT TERIVINATED IN AN APPROVED BOR FOR E'l FUTUAii INSTALLATION OF AN INCTIVE RADON MITIGATION SYSTEM ANDU ASVS7EM FAILURE ALARM, I 11 5 B _. _.- _.__. 1 6 i. I fIf 1 I I i I I I I I t I I 6 I I I I I I I I I I I I I I 1 I 1 i I I I t f I _ I ! IEA4bON CONTROL VENT IN t1UNDA N PLAN ��ITTT---------����---------����I� -i _-_.. _ - --__. - .._..:..-4 . _ -� -+ CRAWL _ � A 4'r 1`• CRAWL SPACE FOUNDATION A ALL SIDING i0 BE INSTALLED EEA NUPACTUPEIIS '.. SPEdFiTAtbFlsswlNGaN- 6E6RINBTO BE 11/6"dDGE'GOLDBUAFL40P_ BLAL41NO WARP NRI 1/S PLY.W6;(OR 7/11'OAC.! 1/2"GYA.00,'FHRU"OUT d MIL ALACR POlY GRDUNOCOVIR ON 2'zE STUDS v 1Fi""-.O.G� -S:AL 1166 TEAR51N MATERIAL W/11321 INsUEAT qw -%EAL ALL P:NETRAPON6 AND 2X4 P.T.PULTE W/S"'-Ac:ET -.. I.1/S'EDD•GDCD 6UAFLOOR CONN66TIONS TO FOUNDATION WALLS W/1/2'F10"11.6.5 6 OC.�7vtlN.T"EMREp) -JOINTS LAPPED 11 AT RAMS AND W/0.229"R3°1A'PLATE WA6NER -� EXTfNOfD UP FtlUNDAT14N WALLS "MIN, Lam. .. 40 BEAMS-POP PLAN 4x8 BEAMS GRADE. "" 4X4 Pq$T5(4X6 AT JOINTS) P} FOLIWAVEIN REAM-PER PLAN tl I I $MIN END BRARiND ON IS*0.FSCONC lw R 1 � 9/2"PLY.WO.GUSSET EACH SIDE pE PO§T AT SPLICES 2 i SET ON 5511 Fdl# COUNOATIDN VENTS•AVOID ANDHON - - � W/1/2'AIRSAACE ALL 61664 F„-- Irin _ 6047 AND DOOR LOCATIONS VERIFY _T n, ,.... CONCAETS FDUNDATIi6N I{eV1610 T1 s, "4 POET(4 P6 AT/OI. ) TYP,6'CONCRETE WALLS ' A MIL.AIACKPOLYGROUND40VER WALL-#fd DETAILS SET ON B5R FELT ON Psa1Yx�.Ol LESb AFbAR AT TOP 9f WAii ”CEAI ALL TEAR:IN MATERIAL. 1B""X9.CONC.F?4r W1#4 DARS@�0%"l.VERT.{WITH b"�Xs) =SEAL ALL PE@6TRATNINS AND - W/12"X6"CONCRETE FOOTINGS CONNEDTIQNS TO FOUNDATION WALL$ CONCRETE PAD FOOTING 7 FOUNDATION POSTS W/(2)N4 REBAR CONTINU61.15(3"qft.TO 6TM,) ,$12€A ACRAR PER PLAN 1 I 4..a:a•.1 ��P'-1'aQn - TVP,FOUNDATION DETAIL -MIN.11"FROST DEPT DETAIL• _ PfiS'f AMD 8 9M--1 STgRY FOUNDATION VENTILATION REQVIRED;THE FOUNDATION AREA MUST BE yhAet i�� VISO OF THE AREA OF THE SPACE VENTILATED •CRAWSSPACE 16......5,F, CRAWL:PACE VENTS MUST PROVIDE MIN,65 SO,IN.(0.45 5.F.) 150 ___/.45 VENTS REQUIRED Submittal 9 - 05 - 2019 - L RECEIVEa DRE j SEP 0 5 2019 q 9925F.IMPERVIOUS ROOF AREA CITY OF TIGAR© Q •DOWNSPOUTS TO SKASH BLOCKS � m I PLANNING/ENGINEERING SITEPI-04 , O.SP 1 =10'do Map A Ta.•det ID It: j5jD3DD09406 6•.D•..,7 RPal Property ACtouht'X Rd79a5D ,\ St L�44 51 16925 SW RAIRNAVEN ST.TIGARD OR,97323 I !7! I NOTEt PROVIDE SUMP PUMP iN CRAWL EPAEE yr •CONNECT LOW POINT DRAIN TO RAIN DRAINS I �� E"UNDERDROUNDEUEG.CONDUIT NEW PERVIBU4 PAVER WA{XWAY TO ADU I �. ..... �✓r. k `,,` ` NEW PERVIOUS PAVER WALKWAY TO AQU I �.. °q► I _ _ _ '! EEWERTOE%ISTtNGC,Q. EX14TINQ PATIO •VERIFNLOCATION INFIELD WI 'tao vp4 9q FONNECtD TO HDU5E� `1, '" ''�NOW WATE I IF ___ __ ©� NEW GRAVEL DRIVEWAYI •*U jo ���a EXISTING HOUSE LOGATIDN•NO tHANOE �Y70¢ il ^� - t UPGRADE�I V I•GANG ..LL.-. 1p aCYj 1 ELECfRK�EPVICE LL' n •d.0 u I MOVE OAS MmR PER — N.W-N,G,1•MAKEESERVICEMETERS 00 tN�a N 00 la I UPGRADE EXISTING WATER LINE TO T 4 IP��YQ'i vi WATER LINE Y?7H NOW V WATER SERVIQE VEw v NIP EX15T}Nl§�I. ,Q o a a o N. 1 I 1 ra tlr. _NaD°DaDav� t 3 f I _ 1 P"IPENEW CURB CuTTODRIVEWAY. SW falRHAVENSL � E@.. o.sp RECEIVED 902 CITY OF TIGARD _ -POW.IMPERVITUSpASHBLOW PANNING/ENGINEERING wAl -POW MSPtluTE 7a SPLASH BLQCItS Ing va srrE PLAN NIaP&T*t ID k: £S1D3DD642IW Real Pr p rtVActouht S: R4fb45tl - 'I +w KQ Site Address lAis Sw FAIAf1AVEN ST.TIGARD OR,97223 I r,jy C� ' NOT':PROVIQE SUMP PUMr,14 CRAWL SPA,o I µ "CONNECT 40W PtlINT DRA14 TO RAIN OPAINIS I ! I I "'WWW,� UNDEd4140VND CLEF,(CONDUITww NEW PEAVOUS PAVER WALKWAYTO ADU I _ .-...... k'. s ,.`, , - _'NSW PERVIOUS PAYER WAUCWAY TO 600 �.,. +z "` `• .. SEWER TO 44YINSC.O. b EXISTING PATip VERIFY LOCATION IN FIELD WI ,.GfGO,� NEW WATER GINE '� �'r NEW tlAS LINT0 ADt1 I 4ba eOoJ o c CONNECTED To HOUSE ', b �Ig ��r � DO �oI .G3n Ela 3._+ ` NEW GRAVEL 9RIVE4YAY EXISTING HOUSE LOCATION NO CHANGE f� b0 01p UPGRA9ERq I.GANG ELECTRIC EPVICE T— i nQ cMOVE GAS MS'PER PER � Jy0o 14,kt40 MAKE S 9WICS MMR5 T p o N 56 L3 °G I _ � -,�i UPGRADE ExlsnNq yrAr9s LINE TO "7e�)p u. V WATER LINE WITH NEW 1"WATSk SSRVUG EX,rcTIAG DRIVEWAY 60 j c c 9 i ..»NS. Vi- Sheet .._:.- PBQVIPE NEW CLIO CUT TO DRIVEWAY. SW.FAIRH&EW J 1 Submittal 9 - 19 - 2019 Submittal 9 - 24 - 2019 RECENED 1 SITE PLAN - 11x17 N 90° 00' 00"E - -if 11 - - — 123.00' — � - - - - SEP 242019 Map&Taxlot ID#: 2S103DD00406 CITY OF TIGARD r �� 992 S.F.IMPERVIOUS ROOF AREA Real Property Account#: R478450 i ;i I I -DOWNSPOUTS TO SPLASH BLOCKS PLANNINGIENGINEERIN Site Address: 10815 SW FAIRHAVEN ST.TIGARD OR,97223 I % JI NOTE:PROVIDE SUMP PUMP IN CRAWL SPACE �__�L_ C7 _ CONNECT LOW POINT DRAIN TO RAIN DRAINS I 5'-011 I 0 ,Gs` 2"UNDERGROUND ELEC.CONDUIT NEW PERVIOUS PAVER WALKWAY TO ADUI Q OQ o \ NEW PERVIOUS PAVER WALKWAY TO ADU QO 0Q0 0 0 �4L `\� SEWER TO EXISTING C.O. PERVIOUS LOADING&UNLOADING ZONE —__ Q�Q�Q ` `� `\ EXISTING PATIO o O o O o � -VERIFY LOCATION IN FIELD OQO OQO 0 I O EWWATERLINE NEW GAS LINE TO ADU 1 0 C 6 — 0Oo(n 1QO 0 I M O O O OMO00 OZ EXISTING HOUSE LOCATION-NO CHANGE NOTE: ( POQo'cO O0r ALL DISTURBED AREAS O oQ O o ARE TO BE RE-LANDSCAPED OJ'000:J'dc UPGRA E TO 2-GANG O OQ O o (2)9'x ELECTR[SERVICE PARKING SPA S NEW GRAVEL DRIVEWAY OQo O I IN EXISTING GARA � 000Oo ooCPo O O Q O O MbVE GAS METER PER q3 T N.W.N.G.-MAKt 2 SERVICE METERS 00000 1 II N I (2)9'x18 OQ0�O UPGRADE EXISTING WATER TO I I I I I I PARKING SPACES O oQ O o EXISTIt�(�DRIVEWAII 1"WATER LINE WITHNEWI"WA VICE ___) L___J 5OQo�O I I '-6" o0O o $ O0 yO I 000Oo I I 00000 Q _ _ N 90° 00' 00"W _ 123.00' �P I I PROVIDE NEW CURB CUT TO DRIVEWAY SW FAI RHAVEN ST. Project number: Date: 11714 BUILDERS Drawn by: BSY STUART ADU Area: Scale: 1 D E I 2�_o r NC SITE PLAN COMMERCIAL . RESIDENTIAL • REMODELING 6 11125 NE WEIDLER ST. - PORTLAND, OR 97220 PHONE: (503) 252-3453 • FAX: (503) 252-3454 EMAIL: BUILDERSDESIGN@GMAIL.COM CORRESPONDENCE ADDITIONAL INFORMATION ■ City of Tigard September 16`h,2019 Emily Stuart 10815 SW Fairhaven Street Tigard, OR 97223 Project: Stuart ADU Site: 10815 SW Fairhaven Street (WCTM 2S103DD,Tax Lot 00406) Land Use File: ADU2019-00009 Dear Mr. Robertson: The City received the above referenced application on September 5`h, 2019. Staff has evaluated your application for completeness against Tigard's submittal requirements and determined that additional information is required. I. Completeness Items In order for your application to be deemed complete,please submit the following items: 1. Narrative a. CDC 18.410.040.E requires that all off-street parking be paved. Please respond to the following code criteria: 18.410 Off-Street Parking and Loading 18.410.040.E Surfacing. Off-street parking areas must be paved with an asphalt,concrete,or pervious paving surface,with the following exceptions: 1.Off-street parking areas associated with a temporary use application, as provided in Chapter 18.440, Temporary Uses, provided the approval authority determines that unpaved parking will not create adverse conditions. 2.Off-street overflow parking areas in the Parks and Recreation zone b. Please address how you will meet the paved parking requirement by sending me a response with dimensions of the paved parking area. (Completeness items continued on the next page) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 9 www.tigard-or.gov Determination of Completeness Page 2 Land Use File ADU2019-00009 2. Site Plan a. On the submitted site plan,please show which portion of the driveway will be paved to meet the paved off street parking requirement. b. On the submitted site plan,please designate landscaping locations.Planning is most concerned with the area between the newly proposed driveway and the ADU. II. Completeness Options This letter contains the completeness review from all relevant City Departments. Please be advised that no further action will be taken on your application until one of the following events occurs: (1) you submit all completeness items, (2)you submit some completeness items and request that the City deem your application complete, or (3) you submit no completeness items and request that the City deem your application complete. Once your application is deemed complete, staff will review your application for approvability. III. When Your Application Become Void Per ORS 227.178,your application will be void if one of the three actions listed above is not taken within 180 days of the date you submitted your application.The date on which your application would become void is March 3d, 2020. Please be aware that application fees are non-refundable. If an application becomes void,the City may retain some or all of the related application deposits. If you have any questions or concerns, please feel free to contact me at (503) 718-2450 or SamuelC e tigg d oror.gov. Sincerely, 1�1 C'6�j� Samuel Copelan Assistant Planner ADU2019am00009 10815 SW FAIRHEAVEN ST RECEIVED SEP 242019 CITY OF 1-10,,,kF30 PLANNINGIEN C,'`•* 0 rn 00 a w w c C N90°00'00"E > m m C V; c 123.00' — — — — — — — — — — Q n 0 0 O Z Ch X O z O LL L L 992 S.F, IMPERVIOUS ROOF AREA Qj Q J !i -DOWNSPOUTS TO SPLASH BLOCKS LU © � t Ln C0 Ln c/1 I I _jQj 3 SITE PLAN E I z a 3 .° o.sP III = 10'-0" -------- Map --Map&Taxlot ID#: 2S103DD00405 Real Property Account#: R478450 -- --�i 1 Site Address: 10815 SW FAIRHAVEN ST.TIGARD OR,97223 s'-o" I --1L� -_ NOTE: PROVIDE SUMP PUMP IN CRAWL SPACE -CONNECT LOW POINT DRAIN TO RAIN DRAINS *O U W 2"UNDERGROUND ELEC.CONDUIT ! _ NEW PERVIOUS PAVER WALKWAY TO ADU 000 060 000 0 ° NEW PERVIOUS PAVER WALKWAY TO ADU 1 �aoC '0CP''00"0(�''01CP0 000 000 000 oao oao o '%' SEWER TO EXISTING C.O. �`. O(�OCP 0 0C�011' EXISTING PATIO PERVIOUS LOADING & UNLOADING ZONE oao 000 oao 000 060 0 C \�6b� �� F ze VERIFY LOCATION IN FIELD aoo�aoo- Oo0`- Ooo�Ooo`- O 000 060 060 .On 0100 o . � �2rE�c. NEW GAS LINE TO ADU 31 O( I0C�QCP'.0 a NEW WATER LINE 111 O a O o b o O o O o 0 �_-- 000 000 100 000 oao o C NNECTEDTO HOUSE '�� _ o{o Q O 'O�O�OC�OCo �FfF - a�------CTas-_-__-- {{ar-- bas-- ----�,as-i o M 0 Poao 00� 060 100 060 100 0 a i z 0 oa o oao oao o z C�00 00000 0 .608 .6o o0 o b 000000 0600 C�Qo � EXISTING HOUSE LOCATION-NO CHANGE 000 000 0060 o I I oao oao 000 � z NOTE: I by�0�0 0 ALL DISTURBED AREAS �O�OCPO� I 2 ARE TO BE RE-LANDSCAPED 0100 °Q0 °00 ° i UPGRADE ITO 2-GANG O o a o O o O a / ¢ OoOo0001 090 ' 2 18' ELECTRIC�ERVICE LL 0 0100,.p0100 000 0 I � uj COV Old 0� I PARKING S CES NEW GRAVEL DRIVEWAY o 000 000 oao 0 I IN EXISTING GAR E I co ,-,nog,Yoq'(Yogo�nO I I 0 t h 0 00co, 00 00 000 0 a o0CP00 0 0CC'a3. V ` I O oao oao oao 0 i �i _J i5C' C 'CC '00 aPaba0Coo0 O00 I 0 . i I ! ! 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IMPERVIOUS ROOF AREA 0 -0 4-, (U DOWNSPOUTS TO SPLASH BLOCKS Uj 0 I� I NmLUL � 1 Ir I M � Z @) 1 SITE PLAN I I; I _ 3 .o osP 1if = 101-011 _____ Map&Taxlot ID#: 251030000406 61-041— p ili i� Real Property Account#: R478450 Site Address: 10815 SW FAIRHAVEN ST.TIGARD OR,97223 - J ili ii %� I m — JII II JL L J LL _JL__ - I h \, NOTE: PROVIDE SUMP PUMP IN CRAWL SPACE o m -CONNECT LOW POINT DRAIN TO RAIN DRAINS •~ U ftft% W �� �� o tn ----- --- -= RECEIVED CITY OF TIGARD PL NNINGIENGINEE ING 0 rn 00 rl +' +j 00 (D N 90'00'00"E ua L C? C) `� �+' 0 Z rn - � =) za v� — U< LL_T 992 S.F. 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I [ I I I I I Lu %D o I I I I I I I f I I I i o>^c no , o �' ' I I I I I I I I ' z ( Ln Oc � Q oc XN o RADON CONTROL NOTES I , U O LL `IL 1. 3"OR 4" PLUMBING TEE UNDER 6-MIL VAPOR BARRIER I I I I I I I I I I I I Q ° - a 2. 3 OR 4 PLUMBING TEE IN 4 CLEAN AGGREGATE UNDER SLAB. l r I w O ra 11 SIZE OF AGGREGATE 2 MAX, 1/4 MIN. / / ` 4 J l 4 J ` 4/ ` 4/ q ` 4/ I I Ln ca LLJZ vs Ln 12 3. 3 OR 4 PERFORATED PIPE. � O 3 @j 4. 3"OR 4"VENT PIPE UNDER CONCRETE SLAB.THIS VENT SHALLBE p CON IECTE ENDD OITHE VENT PIPE FROM THE CRAWLD TERMINATED 12"ABOVE THE R0OF SPACE 5. SEAL VENT TO VAPOR BARRIER BY TAPING OR OTHER MEANS '-8" 1 2'-8" I 20-811 21-8" 21-8" 21-8" 25-8" 21-8" L21 SUCH AS A HOSE CLAMP. co 6. 6 MIL. POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING i I I 11 N MATERIAL_THE JOINTS SHALL BE LAPPED 12"AND SEALED OR TAPED. I I 1 I I I I I I I I +' c1 10 7. CONCRETE SLAB ON GRADE. i I I i f I Q � 8. MEMBRANE SHALL BE SEALED AGAINST WALL WITH BEAD OF CAULK OR ADHESIVE. o I !� , 1� , F� , , I� I� I `�_ U 9. SEAL THE PENETRATION. 10. 3"OR 4"PIPE VENT SHALL BE EXTENDED AND TERMINATED 12"ABOVE THE ROOF m 11. ALL EXPOSED AND VISIBLE INTERIOR RADON VENT PIPES SHALL BE 1 IDENTIFIED WITH AT LEAST ONE LABEL AT EACH FLOOR AND IN I l l ! I l ! I I I 0 AN ACCESSIBLE ATTIC-THE LABEL SHALL RADON ION 12_ PROVIDE AN ELECTRICAL CIRCUIT TERMINATED N AN APPROVED SYSTEM BOX FORo I I I I I ! I I I I I FUTURE INSTALLATION OF AN ACTIVE RADON MITIGATION SYSTEM ANDzo 0 A SYSTEM FAILURE ALARM. I i I I I I ,uwj ' 8 ' 11 5 I i I I I I I I I I I I 5 z, I I I I I I I I l I I I 6 1 4 3 2 I I 11 1 1 1 1 1 I I I z - - — — — — — — — — — — — — — — — — — — — z �ur 1 FOUNDATION PLAN ¢ RADON CONTROL VENT IN O 23'-6" 3 1/4" . 1'-01= 2 CRAWL SPACE / 3 1/211 _ 11-0" cn m � CRAWL SPACE FOUNDATION o ALL SIDING TO BE INSTALLED LEGEND �- 14 - L�14 n — 11- Is PER MANUFACTURERS -0 O SPECIFICATIONS SIDING ON DECKING TO BE 1-1/8" EDGE-GOLD SUBI LOOR BUILDINGWRAP ON 1/2"PLY.WD.(OR 7/16"O.C.) 1/2"GYP. BD.THRU-OUT 6 MIL. BLACK POLY GROUNDCOVER ON 2x6 STUDS @ 16"O.C. -SEAL ALL TEARS IN MATERIAL W/R-21 INSULATION -SEAL ALL PENETRATIONS AND 2x4 P.T.PLATE W/SILL GASKET 1-1/8" EDGE-GOLD SUBFLOOR CONNECTIONS TO FOUNDATION WALLS W/1/2"x10"A.B.'s @ V OC.(MIN.7" EMBED) -JOINTS LAPPED 12 AT SEAMS AND No. ©ate W/0.229"0"x3"PLATE WASHER EXTENDED UP FOUNDATION WALLS 12"MIN. z 4x8 BEAMS — – — _ 4x8 BEAMS-PER PLAN n 00 GRADE u4x4 POSTS(4x6 AT JOINTS) —�� I FOUNDATION BEAM-PER PLAN ON 55#FELT ON z I 3"MIN_END BEARING 1$' 0 x 9 CONC.FTG.'S °•�° 1/2" PLY_WD.GUSSET EACH SIDE OF POST AT SPLICES z 2" MIN L SET ON 55#FELT FOUNDATION VENTS-AVOID ANCHOR z_ W/1/2"AIRSPACE ALL SIDES 011714 a BOLT AND DOOR LOCATIONS VERIFY � m - WITH PLANS ANDSTRUCTURAL DRAWINGS Recisions CONCRETE FOUNDATION 4x4 POST(4x6 AT JOINTS) TYP.6"CONCRETE WALLS 6 MIL BLACK POLY GROUNDCOVER WALL-SEE DETAILS SET ON 55#FELT ON POST 4'OR LESS W/#4 REBAR AT TOP OF WALL -SEAL ALL TEARS IN MATERIAL 18"0 x 9"CONC.FTG. W/#4 BARS @ 48"O.C.VERT. (WITH 6" HOOKS) -SEAL ALL PENETRATIONS AND W/12"x6"CONCRETE FOOTINGS CONNECTIONS TO FOUNDATION WALLS CONCRETE PAD FOOTING r W/(2)#4 REBAR CONTINUOUS(3"CLR_TO BTM.) -SIZE&REBAR PER PLAN I 5 FOUNDATION POSTS -MIN. 18"FROST DEPTH L _ J 3 1/2" = 1'-0' TYP. FOUNDATION DETAIL- ? POST AND BEAM - 1 STORY FOUNDATION VENTILATION REQUIRED:THE FOUNDATION AREA MUST BE Sheet 3 1/211 _ 11 -011 1/1.50 OF THE AREA OF THE SPACE VENTILATED -CRAWL SPACE IS S.F. -CRAWL SPACE VENTS MUST PROVIDE MIN.65 SQ. IN.(0.45 S.F.) - /150= -x.45=_VENTS REQUIRED 3 RECEIVE SEP 2 4 2019 a CITY OF TIGARD PLANNING/ENGINEER]14G 0000 � 4-J +4 00 N 90°00'00"E LU w _ 'v's — — — — — — — — —123.00' — — — — — — — — — CC N Op o ❑ rH Ili�;, O 4-1 z rn • :30o Q X NO U o < ; Ln 1 f 992 S.F. IMPERVIOUS ROOF AREA z O 4-1 -� I -DOWNSPOUTS TO SPLASH BLOCKS ❑ w v — ii w p M= ii V) m Z Ln CM 1 SITE PLAN I I1 I °n' J 3 0 fl.SP ill = 10._0.. �------r---,, -�=_ Map&Taxlot ID#: 2S103DD00406 81-011 Real Property Account#: R478450 1i Ir -=-]i n Site Address: 10815 SW FAIRHAVEN ST.TIGARD OR,97223 _ t II II 1j I M 1 N _-JL4 L� = =_- I C NOTE: PROVIDE SUMP PUMP IN CRAWL SPACE -CONNECT LOW POINT DRAIN TO RAIN DRAINS `, m U _ - I Wwx U I ® J tn\ W I o 2" UNDERGROUND ELEC.CONDUIT I NEW PERVIOUS PAVER WALKWAY TO ADU0 0 0 a ° o a I NEW PERVIOUS PAVER WALKWAY TO ADU Cp'oo00000000000 00, O oOQ 000 000 o0a 0 0 000 ��� ��F`�\ CPO�OC�OC}�OC�O �.s� SEWER TO EXISTING C.O. 0 0 0 0 ° 060 o a a ° . EXISTING PATIO PERVIOUS LOADING & UNLOADING ZONE O a0o 000 a00 000 000 �� ��� �F �`� -VERIFY LOCATION IN FIELD a�o0a�o0°�00°�000�0� ` 060 000 000 000 000 �`. ` �. �. �. NEW GAS LINE TO ADU Ill ° O(�dO�°O�0 0 NEW WATER LINE �� �� s C) zo - o o0,a�po0,0�p000 000 000 C NNECTEDTO HOUSE ��, o o �OV 0C 0C}POC�O � of ---Gas ----__Gas----__ ------teras—E o M o a 0 0 0 ° o ° o ° o om oo0o000000000000 l O Q a U) iZ OOQQa °�O0°�OO�OQ � I I 6 ')00 .00000 C 'OCPO� I 0 0 0 0 0 ° - Ob0oo0 0600 °00�0°o�0°Oo o EXISTING HOUSE LOCATION NO CHANGE I a o 0 oQa o� F- 0 000000000 t C�'oCP0 o I Z NOTE: 0 0 a o ° 0 0 i j Oo00oO0a000 ALL DISTURBED AREAS [�OC�O('0 I = ARE TO BE RE-LANDSCAPED ,o-p000 000 000 o 0 1 UPGRADE O 2-GANG ¢ R_ �J ()( �s. a 000 oQo '0' o (2� ig� ELECTRIC ERVICE � LIOOv 0 PARKING S CES I 0 00I IN EXISTING GAR E NEW GRAVEL DRIVEWAY 00 a0000 o 0 p m ° 60 Q o c0)6 j I ti f'1 0 �J o o0 0 .O o 00 0 o I cp \} O 000 000 000 0 —J 7 ( I I I t ovOOo 00aQOo 1 I I I 000 ONO 000 0 I MOVE GAS METER PER I t I I t a0'oO°CPo0'M N.W.N.G.I-MAKE 2 SERVICE METERS I I O�jo�b o 000/-(000,0 o I I t 1 I I O`--�04cp' o I I N I 0 '000000000 , Ll Ot'OCI�O I I I I I I (2)9'x18' 0 )CP'00'0C 0 0 0 0 i i i i i i PARKING SPICES No, pate �a�aoo�oQ 0 UPGRADE EXISTING WATER LINE TO I l 0 0 0 O o d o „ „ (Q oOo .000 .00 b 1 WATER LINE WITH NEW 1 WATER SERVICE i EXfSTINGID1#IVEWAY i I 1 Date 1 °"O0"'0oC'0o I L-------J L--------J 0o60o000000 I I I 1 1 °C�'°oCP0 0o° 1 1 I 7,_6F' 0 000 000 000 . I I oCPoCPo 0 000 000 000 0 1 1 o�0() OOo- O0o I 1 o o00 000 000 0 1 I 11714 1 OV OOOC'.0 o0 o .00 000 000 b Revisions 0 060 000 .00 . I oC�°QoC°oC�'°o 0 000 .00 .00 0 N 90'00'00"W I �^ 123.00' I I I I I I I I � ONIUi IDNIOND/gNINNV_ld 1 PROVIDE NEW CURB CUT TO DRIVEWAY MY Or T'It�ARU Sheet a�b`JIl�o A-1-10PROVIDEFAIRHAVEN ST. 6lOZ ti d3S Approved by Planning �� Date: 'L (13AI30 Initials: ___L O - SP RECEIVED O SEP 0 5 2019cn 00 CITY OF TIGARD li, 4 +, 12"TRAY CEILING PLANNING/ENGINEERINGw Zo � 12"TRAY CEILING m m'r-n OC N O Q p rl Ln— O r r------�-- n y --n--- -------_ _- --, � Z3 < x�° o r----------� I ! I i U Q Ln STAINED CEDAR SHAKE z � LL L cu O Q7 I I I Ir — — I 1 I I 12" 11 i Lu A -r- Ln Il I I I f m z N Ln n � 03 � I 1 I LLQ 6 ,O II 1 1 It j j � I I 1 Ir I I I II L-----------j r 1 I !I -------------� n ! lD �- -—— —— ——— FLAT CEILING_ - - --- - _ _ _ — _ cri tn li �r - -- - - - - - - - N C °' I I II II I ' r ci rl I I IE li r � I `i O [n I I Il _ � I I D c. U I Ir �r II I i IL fl II 1 I - it -- , I ,Y I li II rl II II I I i r JL__ - L----1L - -- -- ' n E � - 1 ! I � I 611/1211 618/1211 Len C 1ri I I 11 II j 24"x48"SKYLIGHT I 1 FRONT VAULTED FILING — 1/4" = 1'-0" II 11 II II II I � II II aOZLU st— S to ROOF PLAN 1 3/16" = 1'-0" 0 1� _-- -- No. Date Revisions 3 REAR 4 LEFT 72 RIGHT 1 1/8" - 1'-0" 1 1/8" - 1'-0" 1 1/8" = 1'-011 Sheet CITY OF TIGARD Approved by Plannim Date: -tS-I Initials: 1 RECEVVED SEP a 5 209 � ch CITY OF TIGARD 00 PLANNING/ENGINEERING oto a -J Lu to c > mm� wN O 0 0 Ln— O Z cn -- 23'-6" U = Q 0 LO 9'-8" 2'-4" 11'-6" z LL 0 as S`-0" 4'-8" 5`-7" 5'-11" O O [c4 N 7 Lu Ln ca w Ln MINI-SPLIT H.P. m J ZO 12"1 RAY CEI LI G2 a 3 0 12" AY CEItING 3`-0"x 2' 0"SLIDE 3'-0"x 2' 0"SLIDER - -- ua m C-------- -------------- _ a, in „� I I I O co EDR OM BED OM ; �U c* O I 1 - I 0O I Q I I � c, W a I I uif �J X v v I I 9' FLAT CEILING 1 0 ►n I 7'-411 I -6" 3'-8" I 9'-0" ---------------- .21- -----------------2'-4" 2'-61' 38"08" - 3'-0" 0 HOW m - m ^ -" ❑Ft22130 _ , --- `° _ TIC .. _—._ a = x w N lfl i , - 0"x3 rv`"' PANTRY ❑F F.G. WERPATIO 12 3D View 1 N 4'-0TILE La GAS TANKLESS WIH. `D c r -TO BE INSTALL�D 'v � m IN ATTIC SPF,rE w VAUL I D CEILING \ y� Lu s uJ KITC EN LIVING ROOM a n LVP THROUGHOUT Lu 0 GAS i ~ Q L� I 'l 36" DIRECT VENT GASpQ 24 x48 SKYLIGHT 1 1 L--------- TV SHELF ABOVE 1 SLAB DW X-0"x4' 6"SLIDER 4'-0"x4' 6"SLIDER No. Date 1 FIRST FLOOR PLAN 2 1/4" = it-Oil 3 {3D} Copy 1 7'-4" 9'-5" 6'-9" 11714 2 231-6" Revisions Sheet 2 - - - - -- - - - - - - - - - - - - - - - - - - � RECEIVE - - - - - - - - - - - - - - - I SEP 02Q19 0 rn I f f f I ( f I I I I CITY OF TIGARD 00 +, 1 I I I I I I I I I I PLANNING/ENGINEERI G 00 (D cu � mLon � c I I I I I r I I I r I ] ¢ x o RADON CONTROL NOTES I ] U O ;� L (-' 1. 3"OR 4"PLUMBING TEE UNDER 6-MIL VAPOR BARRIER ] I I I I I I I I ! I ] Z) O c 2 � 2. 3 OR 4 PLUMBING TEE IN 4 CLEAN AGGREGATE UNDER SLAB. _ / �/QI, / 11 / I� {/q11 / I� �/[f�1 �/r(�� I 0 O r64) q� 12 SIZE OF AGGREGATE 2 MAX, 1/4 MIN. I �,J I I � m LU O N 3. 3"OR 4" PERFORATED PIPE. + i I I m 3 4. 3"OR 4"VENT PIPE UNDER CONCRETE SLAB.THIS VENT SHALL I I 1 1 1 I I I I I I I 0.1 _ 3 TERMINATEDBE EXTENDED AND 12"ABOVE THE ROOF CONNECTED TO THE VENT PIPEFROM THE CRAWL R SPA O 5. SEAL VENT TO VAPOR BARRIER BY TAPING OR OTH ER MEANS C? Z11-8" 2'-8" 21-8" 21-8" 2'-8" I 21-881 f 2'-8" 1, 2'-8" 2'-1- 6 '- " SUCH AS A HOSE CLAMP. bo n kD 6. 6 MIL. POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING ] I I I N MATERIAL.THE JOINTS SHALL BE LAPPED 12"AND SEALED OR TAPED. I �� 7. CONCRETE SLAB ON GRADE. I I I I I I I O 8. MEMBRANE SHALL BE SEALED AGAINST WALL WITH BEAD OF CAULK OR ADHESIVE. o I / F� / 1� / F� / / / , , I ` U ` 1 1 9. SEAL THE PENETRATION. I 10. 3"OR 4" PIPE VENT SHALL BE EXTENDED AND TERMINATED 12"ABOVE THE ROOF ��" I (� / �] / / / / / / / I I 4 11. ALL EXPOSED AND VISIBLE INTERIOR RADON VENT PIPES SHALL BE IDENTIFIED WITH AT LEAST ONE LABEL AT EACH FLOOR AND IN AN ACCESSIBLE ATTIC.THE LABEL SHALL READ"RADON DEDUCTION SYSTEM I I I I I I I I I 12. PROVIDE AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX FOR o I ! - FUTURE INSTALLATION OF AN ACTIVE RADON MITIGATION SYSTEM AND I I I I I l I I I I 1 I to A SYSTEM FAILURE ALARM. Do 11 I I I I I I I I I ] I 7 or or 6 11 r 8 i y / �+ I of � / I 1 I I I I I I ! 5 6 I I I I I I I I I I I I I I ( b 5 z, I I I I 1 I 1 1 I I I I 6 1 4 -73 24 L( I I ! I I I I I — —I — I L— — — — — J ] — — — — — — — — — — — — — — — — — — — — — v~i w 1 FOUNDATION PLAN Q RADON CONTROL VENT IN 231 -611 3 1/4" - 1'-0" �` O 2 CRAWL SPACE / 3 1/2.. = 1'-0" CRAWL SPACE FOUNDATION a ALL SIDING TO BE INSTALLED LEGEND PER MANUFACTURERS 1/4" = 1'-0" SPECIFICATIONS SIDING ON O DECKING TO BE 1-1/8" EDGE-GOLD SUBFLOOR BUILDINGWRAP ON 1/2" PLY.WD. (OR 7/16" O.C.) 1/2"GYP. BD.THRU-OUT 6 MIL BLACK POLY GROUNDCOVER ON 2x6 STUDS @ 16' O.C. -SEAL ALL TEARS IN MATERIAL W/R-21 INSULATION -SEAL ALL PENETRATIONS AND 2x4 P.T. PLATE W/SILL GASKET 1-1/8" EDGE-GOLD SUBFLOOR CONNECTIONS TO FOUNDATION WALLS W/1/2"x10"A.B.'S @ V OC. (MIN.7" EMBED) -JOINTS LAPPED 12 AT SEAMS AND No. Date W/0.229"x3"x3"PLATE WASHER EXTENDED UP FOUNDATION WALLS 12" MIN_ z -A _ 4x8 BEAMS-PER PLAN 4x8 Ln 00 GRADE 4x4 POSTS(4x6 AT JOINTS) ,-"% FOUNDATION BEAM-PER PLAN I ON 55#FELT ON t z I 3"MIN. END BEARING 18 0 x 9 CONC. FTG.'S ° o 2" MIN � . SET ON 55#FELT FOUNDATION VENTS-AVOID ANCHOR ° 1/2" PLY.WD.GUSSET EACH SIDE OF POST AT SPLICES _ z z W/1/2"AIRSPACE ALL SIDES 0 1171 t o BOLT AND DOOR LOCATIONS VERIFY rn WITH PLANS ANDSTRUCTURAL DRAWINGS Revisions FOUNDATION 4x4 POST(4x6 AT JOINTS) TYP.6"CONCRETE WALLS 6 MIL BLACK POLY GROUNDCOVER WALL-SEE DETAILS SET ON 55#FELT ON POST 4'OR LESS W/#4 REBAR AT TOP OF WALL -SEAL ALL TEARS IN MATERIAL 18"0 x 9"CONC. FTG. W/#4 BARS @ 48"D.C.VERT. (WITH 6" HOOKS) -SEAL ALL PENETRATIONS AND W/12"x6"CONCRETE FOOTINGS CONNECTIONS TO FOUNDATION WALLS CONCRETE PAD FOOTING r S FOUNDATION POSTS W/(2)#4 REBAR CONTINUOUS(3"CLR.TO BTM.) -SIZE&REBAR PER PLAN r r _ 3 1/2" = 1'-0" TYP. FOUNDATION DETAIL- -MIN. 18" FROST DEPTH L J ? POST AND BEAM - 1 STORY FOUNDATION VENTILATION REQUIRED:THE FOUNDATION AREA MUST BE Sheet 3 1/2° = 1'-0" 2/150 OF THE AREA OF THE SPACE VENTILATED -CRAWL SPACE IS S.F. -CRAWL SPACE VENTS MUST PROVIDE MIN.65 SQ. IN.(0.45 S.F.) 3/150= ----J.45=—VENTS REQUIRED