Loading...
ARU2013-00001 ARU2013 - 00001 YOUNG ACCESSORY RESIDENTIAL UNIT NOTICE OF TYPE I DECISION ACCESSORY RESIDENTIAL UNIT (ARU) 2013-00001 : PITKIN ACCESSORY RESIDENTIAL UNIT 120 DAYS = 2/22/2014 SECTION I. APPLICATION SUMMARY FILE NAME: YOUNG ACCESSORY RESIDENTIAL UNIT CASE NO.: Accessory Residential Unit(ARU) ARU2013-00001 PROPOSAL: The applicant proposes to separate create an approximately 692 square foot accessory residential unit spanning two stories within an existing basement and crawlspace below an existing 3,730 square foot single family residence. Access to the unit would be from the north side of the structure. Exterior changes will be limited to new windows, an access door, and a deck and stairs leading to the driveway. Paved off-street parking will be provided for both the original residence and the accessory residential unit. APPLICANT Brad&Becky Young 13430 SW Hillshire Drive Tigard, OR 97223 LOCATION: 13430 SW Hillshire Dr.;WCTM 2S104CA,Tax Lot 06900. COMPREHENSIVE PLAN DESIGNATION: R-7 (PD): Medium-Density Residential District,Planned Development ZONING DESIGNATION: R-7: Medium-Density Residential District with Planned Development Overlay. The R-7 zoning district is designed to accommodate attached single-family homes, detached single-family homes with or without accessory residential units, at a minimum lot size of 5,000 square feet, and duplexes, at a minimum lot size of 10,000 square feet. Mobile home parks and subdivisions are also permitted outright. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.710.020 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in Section IV. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. ARU2013-00001 Young Accessory Dwelling Unit Decision Page 1 of 6 SECTION III. BACKGROUND INFORMATION Site Information: The subject parcel fronts a residential street and is part of the Hillshire Subdivision. The parcel slops downhill away from the street, with an approximate 35 foot drop in elevation from front to back. A single family home with a two-car garage and paved driveway occupies the site. The home measures approximately 3,730 square feet according per Washington County Assessor's records. The site is surrounded by single family homes to the front and sides,and an open space tract to the rear. Proposal Description: The applicant proposes to convert approximately 142 square feet of an existing basement and 550 square feet of non-habitable crawlspace below the existing single family residence into an accessory residential unit. Access to the unit would be from the north side of the structure. Exterior changes will be limited to new windows, an access door, a deck, and stairs leading to the street. Paved off-street parking will be provided for both the original residence and the accessory residential unit. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: ACCESSORY RESIDENTIAL UNITS-APPROVAL STANDARDS: Section 18.710.020 contains the following standards for approval of an Accessory Residential Unit request: Section 18.710.020 - Approval Criteria states that an accessory residential unit is permitted providing there is compliance with all of the following standards: An accessory residential unit may be created within or as an addition to a detached single- family dwelling. For the purposes of this chapter, "addition" means the sharing of a common wall with the primary residence. A garage may not be converted to an accessory residential unit unless it is rebuilt as part of the primary structure; According to the submitted plans, the accessory dwelling unit is incorporated into the footprint of the single-family residence. Therefore, this standard has been met. An accessory residential unit may not exceed 50% of the size of the primary unit, up to a maximum of 800 square feet; The proposed accessory residential unit would convert approximately 142 square feet of habitable square footage and 550 square feet of non-habitable crawl space below an existing house measuring approximately 3,730 gross square feet in size. This internal addition would result in an accessory residential unit approximately 16% the size of the primary unit. The conversion does not exceed 50% of the size of the primary residence nor does it exceed the 800 square feet maximum for an accessory unit. Therefore, this standard has been met. The number of residents permitted to inhabit the accessory residential unit is regulated by the Uniform Building Code; The applicantspropose two permanent residents in the accessory unit. In the event that the number of residents exceeds that which is allowed by the Building Code, the Housing Inspector will be notified, and the condition will be corrected. Therefore, this standard has been met. Either the primary or accessory residential unit must be owner-occupied; The applicants presently own and occupy the primary residence, and they will continue to do so as stated in their application. This standard is met. A primary residence in which an accessory residential unit has been created may have only one home occupation. A review of City records shows no applications for a home occupation permit is on file at this time. Therefore, this standard has been met. ARU2013-00001 Young Accessory Dwelling Unit Decision Page 2 of 6 In addition to the number of parking spaces required for the primary residence, as established in Chapter 18.765, one parking space shall be provided for the accessory residential unit. This parking space shall be paved and/or covered; The primary residence is required to have one parking space. The accessory residential unit is also required to have one parking space. An off-street parking space will be made available to the occupants in the existing two-car garage and/or the paved concrete driveway. Therefore, this standard is met. The front door of the accessory residential unit shall not be located on the front facade of the primary unit unless the door already exists. The front fagade and door of the primary dwelling faces west and the plans show the accessory unit entrance facing north. Therefore, this standard has been met. There shall be compliance with all development standards established in the base zone. According to the site plan, the residence meets all of the applicable setbacks of the R-7 zoning district. FINDING: As demonstrated above, the proposed project for an accessory dwelling unit meets all applicable land use standards of the Tigard Development Code. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies Final Decision: An Accessory Residential Unit is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON December 23, 2013 AND BECOMES EFFECTIVE ON DECEMBER 24, 2012. Questions: If you have any questions, please contact the staff person below or mail to City of Tigard Planning Division,Tigard City Hall, 13125 SW Hall Boulevard,Tigard, Oregon. December 23, 2013 P ED BY: John Floyd DATE Associate Planner 503-718-2429 iohnflgtigard-or.gov ARU2013-00001 Young Accessory Dwelling Unit Decision Page 3 of 6 a z c N W Zoning Map 0 R-4.5 Legend O O _ ® Subject Site O Zoning Classifications a - - R-1 30.000 Sq Ft Mm Lot Sae t7 n R-2 20.000 Sq Ft Min Lot Size 0 � R-3.5 10.000 Sq Ft Min Lot Sac. O R-4.5 7.500 Sq Ft Min Lot Sac R-7 5.000 Sq Ft Min Lot Sae R-12 3.050 Sq Ft Min Lot Size R-7 (PD) R-25 1.480 Sq Ft Min Lot Size R-40 40 Units Per Acre O MUR-1 Mixed Use Residential 1 C MUR-2 Mixed Use Residential 2 O Q MU-CBD Mixed Use Central Bus Dis• ^ 4c, C-C Community Commercial C-G General Commercial C2 C-N Neighborhood Commercial O• \� C-P Professional Commercial O Z' MUC Mixed Use Commercial MUC-1 Mixed Use Commercial 1 MUE Mixed Use oyment w MUE-1 Mixed Usea Employment 1 R-4.5 �MUE•2 Mixed Use Employment 2 Light Industrial (PD) -P Industrial Park _ 1-H Heavy Industrial Washington County Overlay Zones Historic District Overlay _ - Planned Development Overlay . '. '-av\fG v' - ir�aaunori oe n+s u•anran acrauc.ourw� ..// �p, or�x•w ewouo at vewne wr+i m[oeve•owrw* - � a[xiHee�oivxrow COMMUNITY DEVELOPMENT DEPARTMENT 'A PMce to Calr Hc-. D city of Tigard Feet / / . // CAR APS D 60 120 +3lw zsswnewd e / / / { 1� MTgard.OR 97223 •A �i, / 9D363"171 0) i 1 NEW 36'w1oE STAIRS I &PATH TO LOWER S SET BACK FLOOR I I —i Q; / a I 15 `I + Z SET CK 15 SET BACK v I v I I � 5'SET BACK I / ® NEW 8'x 10' LOWER DECK — — ' 125.61' ' EK STING FENCE SITE PLAN PUN.Dwc SCALE:1"—w-0" i Accessory Dwelling Unit , I I BY DM DALE 121413 ConsuLting Engineers 13430 SW H%hire BEV BY DATE sTZucrURAL u 4TNUIP4 Tigard, OR 97223 "NO „„�11 NEmc p Tax Lot # 2S 104CA06900 1 1 (s>s�%&999, (sm 9e9rMr ARU2013-00001 Young Accessory Dwelling Unit Decision Page 5 of 6 rw.w a� UU6 ao'P+&1 mu wr.aoxi �+ jOtf�� SNmnOn-mamm11C Q*MH MS OCKI 1IJ aJaau�6u'>6ui}1^cuo7 Uun OAP-o Aqua»v ► �I :i33road Wd aoo-w nav W9odou 6 4 Sfn t a a �1 . _......... y�' 1 ► ! �� 9 t 3 9 a �a �i� ' o O as Sltli 9� ` 1�$ ° It ►�a6 44fp pp q� p ,o t Q C a z r� P Rb ! l�Q� 1!�9��0 �P►� 7 � ��° i Rtptt� �a�� lia`ia9 ! ; ItlEyi all ill f m '111H 11111 HIM 11111111 fill M11 11111 1 1 a fii � 4 Q Ell 1�'3 �3B g�� ��g° pt �@ R s 1 '►.;1,11by y1 yo y1t MIMI 1 1 ARU2013-00001 Young Accessory Dwelling Unit Decision Page 6 of 6 RECEIVED DEC 19 2013 I CITY OF TI%&DPUWNING/ENGRINQ I I 104.50' NEW 36"WIDE STAIRS Q &PATH TO LOWER 5'SET BACK FLOOR W L—-� ae 15' / i SET ACK �i I I 15SET BACK C5 v I 1 I I ' I I I I SSET BACK i I NEW 8'x 10' - L� I LOWER DECK 16 125.61' EXISTING FENCE CITY OF TIGARD Approved...................................[x] I Conditionally Approved-------------------- ( ] For only the work 8=j'3- PERMIT NO. - See Letter to: Follow-----------------------[ i Atta h,,,-- 1%lSrillc-------[x ] Job Address:t _ Date: T '7� SITE PLANBy: PLAN.DWG SCALE: 1"=20'-0" 7-7 1 �EN' Accessory Dwelling Unit BY DM DATE 12.18.13 Consulting Engineers 13430 SW Hillshire REV BY DATE 6TIZUCTLIR41-ENQNI=1112-IN(; Tigard, OR 97223 JOB NO 13147.01 Phone: 68th.Ave.,Tigard,Oregon 97223 Tax Lot # 2S 104CA06900 SHEET 1 OF 1 Phone::((503)968-9994/Fax:(503)968-8444 W W W.HAYDEN-ENGINEERS.COM APPLICANT MATERIALS RECEIVED AUG 12 2013 City of Tigard CITY OF TIGARD PLANNING/ENGINEERING Accessory Residential Unit — Type I Application GENERAL INFORINIATION Property Address/Location: 13430 SW Hillshire FOR STAFF USE ONLY Tag Map&Tag Lot#: 2S 104CA0690O Case\o.(s�: ARU 2013' 0000 1 Comprehensive Plan/Zone Designation: 1010 - Res. Improved Other Case\o. s;: Site Size: 0.21 Acre PropertyChrner/Deed HolderApplication Fee: 411131-9,00 s)*: Brad and Becky Young 19 265 13430 SW Hillshire Receipt No.:—Street Address: Application Accepted O By: CC city,state,zip: Tigard, OR 97223 Date Determined To Be Complete: Phone: 503-807-6953 Email:brad.young@graceclinic.org 6 ,4 soh I CURPLN M. n L dU%ip*==Ice ,Pef1k=gUmL-T-rI -Vplicult*:_Brad and Becky Young Dpz,e4� street Address: 13430 SW Hillshire City,State,zip: Tigard, OR 97223 Phone: 503-807-6953 Email: brad.young(W-graceclinic.org REQUIRED SUBMITTAL ELEMENTS *Rlen the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization Application Elements Submitted: from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written Application Form authorization with this application. Owner's Signature/Written Authorization PROPOSAL SUMMARY Rr Title Transfer Instrument or Deed The owners of recon;of the subject property request an Accessory 6?r Site/Plot Plan(3 copies) Residential Unit as described Er Site/Plot Plan(reduced 8'z"x 11' ll Primary Unit Area: 3,730 square feet -arratire(3 copies) Application Fee Accessory Residential Unit Area*: 773 square feet *An accessory residential unit may not exceed 50°o of the size of the primary unit,up to a maximum of 800 square feet Accessory Unit will be: ®Widw Primary Unit ❑An Addition Owner will occupy: g]Primary Unit ❑Accessory Unit Total number of off-street packing spaces(min.one for each unit): 4 Additional comments(not to be substituted for required narrative): City of Tigard 1 13125 SW Hall Blvd.,Tigard, OR 97223 1 303-718-2421 1 www.tigud-or.gov Page 1 of 2 • List any VARIANCE,CONDITIONAL USE,SENSITIVE LANDS,OR OTHER LAND USE ACTIONS to be considered as part of this application: APPLICANTS: To consider an application complete,you will need to submit ALL of the REQUIRED SUBMMAL ELEMENTS as described on the front of this application in the"Required Submittal Elements"box. (Detailed Submitral Requirement Information sheets can be obtained,upon request,for all types of Land Use Applications.) THE APPLICANT(S)SHALL CERTIFY THAT: • The above request does not violse an,deed restrictions that may be attached to or imposed upon the subi=tt gaperar. • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approral • All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowiedge that any permit issued,based on this application, may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. SIGNATURES of applicant and tpgh owner of the subject property. 12th August 13 DATID this dar of .20 Appli t' Signature Ow s S' tune Owner's Signature Owner's S' Owner's Signature City-of Tigard 13125 SW Hall Blvd.,Tigard,OR 97223 1 503-718-2421 1 www.tigard-or.gov Page 2 of 2 CITY OF TIGARD RECEIPT 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 Receipt Number: 192652 - 08/12/2013 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID ARU2013-00001 Accessory Res Unit-LRP 100-0000-43117 $41.00 ARU2013-00001 Accessory Res Unit 100-0000-43116 $278.00 Total: $319.00 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 9645 TLEHRBACH 08/12/2013 $319.00 Payor: Bradley R. & Rebecca L. Young Total Payments: $319.00 Balance Due: $0.00 Page 1 of 1 M August 26, 2013 City of Tigard Brad&Becky Young 13430 SW Hillshire Drive Tigard, OR 97223 RE: Notice of Incomplete Application Submittal—ARU2013-00001 Dear Mr. & Mrs.Young: The City has reviewed your August 12, 2013 application for an accessory residential unit at 13430 SW Hillshire Drive. Unfortunately staff has found the application incomplete pending the submittal of the following information: 1. The submitted site plan appears to be drawn to scale, but was not printed to scale. Please submit three (3) revised site plans printed to scale, and include the proposed setback measurement for the new stairs and deck from the south property line. At least once copy of the plans must measure 8.5" x 11". Please note that unroofed stairs must maintain a 5' setback from the property line in this zone, unless a setback adjustment is obtained. These items are necessary to comply with the requirements of the Tigard Community Development Code. If these requirements are not met, we cannot find your application consistent with approval criteria for a minor modification, and will be required to deny your proposal. If you have questions or concerns about what is being requested, please do not hesitate to contact me at 503-718-2429 or johnflQtiga� rd-or.gov. Sincerely, John Floyd Associate Planner 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov DEN12480 SW 68th Ave. CmmiLthg L ngineem Tigard, Oregon 97223 50 Structural Engineering Pah : 5033968--84444 August 2nd, 2013 City of Tigard Re: Accessory Residential Unit -Type I Application 13430 SW Hillshire Tigard, OR 97223 HCE Project #13147 Tax Map & Tax Lot # 2S 104CA06900 NARRATIVE PER 18.710.020 The purpose of the project at 13430 SW Hillshire is as stated in section 18.710.010 (6); to provide needed space for older family members. This space is intended to be an interior accessory residential unit for the parents of the homeowner. As pertaining to the compliance with the evaluation criteria in 18.710.020 Subsection A; The intended accessory residential unit will be located inside the existing single family dwelling unit. As pertaining to the compliance with the evaluation criteria listed in]8.710.020 Subsection B; 1. An accessory residential unit may be created within or as an addition to a detached single-family dwelling. For the purposes of this chapter, "addition" means the sharing of a common wall with the primary residence. A garage may not be converted to an accessory residential unit unless it is rebuilt as part of the primary structure; The intended unit is to be built within the existing primary residence, within the existing crawlspace level. Hayden Consulting Engineers, Inc. Page 2 13430 SW Hillshire (#13147) 8/5/2013 2. An accessory residential unit may not exceed 50%of the size of the primary unit, up to a maximum of 800 square feet, The accessory residential unit is to be 773 square feet, which is less than 50% of the primary unit size of 3,730 square feet per Washington County GIS. 3. The number of residents permitted to inhabit the accessory residential unit is regulated by the State Building Code; There are to be two (2) permanent residents inhabiting the accessory residential unit. 4. Either the primary or accessory residential unit must be owner-occupied; The primary residential unit is currently /will be occupied by the homeowners. 5. A primary residence in which an accessory residential unit has been created may have only one home occupation; The primary residence is a single family residential unit. 6. In addition to the number of parking spaces required for the primary residence, as established in Chapter 18.765, one parking space shall be provided for the accessory residential unit. This parking space shall be paved and/or covered; There will be at least one off-street parking space provided for the accessory residential unit either in the existing two-car garage and/or paved concrete driveway. Hayden Consulting Engineers, Inc. Page 3 13430 SW Hillshire (#13147) 8/5/2013 7. The front door of the accessory residential unit shall not be located on the front facade of the primary unit unless the door is already existing; The intended front door of the accessory residential unit will not be on the front facade of the existing primary residence. The entrance to the accessory residential unit will be located on the back side of the primary residence. 8. There shall be in compliance with all development standards established in the base zone. The accessory residential unit is to be located within the building envelope, is in compliance with the 1-hour fire separation requirements, and there will be no changes to setbacks. If you have any questions, please don't hesitate to contact us. Thank you. Sincerely, Hayden Consulting Engineers, Inc. By: l�"'`^ Andrew Y. P.E. Project Engineer Hayden Consulting Engineers, Inc. ' I 1exij TF— I ' - 104.50' , I w Z I i - - NEW LOWER DECK i REPLACE 125.61' ' EXIST.DECK EXIST.SETBAC TO REMAIN NEW PROPOSED M WIDE ACCESS STAIRS i 4HIL ITEPLAN LSHIRE — SITE PLM.DWG SCALE: 1"=20'-0" �i Accessory Residential Unit BY DM DATE 08.06.13 Consulting Engineers 13430 SW Hillshire REV BY DATE ,6TrzuCTURALLNONIM12A Tigard, OR 97223 ,OB NO 13147 12480 Sw 68th.Ave..figord.Oregon 97719 Phone:AYD N-EN968-9994EERS. (5031968-8444 Tax Lot # 2S 104CA06900 SHEET 1 OF I W W W.HAYDEN-ENGIN EERS.COM Washington County,Oregon 2012-087311 10/16/2012 02:40:56 PM �y D-DW Cnt=1 Stn=12 5 PFEIFER V $25.00$5,00$11.00$15.00-Total =$56.00 SHEET Please Print or a ( : RECORDING COVERS ( Type) This cover sheet was prepared by the person presenting the 01759920201200873110050057 I,Richard Hobernicht,Director of Assessment and instrument for recording. The information on this sheet is a I Taxation and Ex flffleio County Clerk for Washington County,Oregon,i�hereby certify that the within reflection of the attached instrument and was added for the I Instrument of writing was received a d ra orded Ir purpose of meeting first page recording requirements in the Stated book of records of said cou Richard Hobernicht,Director of Assessment ane. of Oregon, ORS 205.234,and does NOT affect the instrument. Taxation,Ex-Offlclo County Clark ------------------------------------------------------------------------------ AFTER RECORDING RETURN TO: LSI CUSTOM RECORDING SOLUTIONS 5 PETERS CANYON RD. STE. 200 IRVINE, CA 92606 800-756-35 1 EXT.501 i CRS#W-14943506 1)TITLE(S) OF THE TRANSACTIONS) ORS 205.234(a) WARRANTY DEED 2)DIRECT PARTY/GRANTOR(S) ORS 205.125(1)(b)and 205.160 BRADLEY RONALD YOUNG(AKA BRADLEY YOUNG)AND REBECCA LEE YOUNG (AKA REBECCA YOUNG) 13430 SW HILLSHIRE DRIVE,TIGARD, OR 97223 3)INDIRECT PARTY/GRANTEE(S) ORS 205.125(1)(a)and 205.160 BRADLEY RONALD YOUNG AND REBECCA LEE YOUNG 13430 SW HILLSHIRE DRIVE, TIGARD, OR 97223 4)TRUE AND ACTUAL CONSIDERATION 1 5)UNTIL A CHANGE IS REQUESTED, ORS 93.030(5)—Amount in dollars or other I ALL TAX STATEMENTS SHALL BE SENT TO THE FOLLOWING ADDRESS: $0.00 1 BRADLEY RONALD YOUNG REBECCA LEE YOUNG 13430 SW HILLSHIRE DRIVE TIGARD;OR 97223 6)SATISFACTION of ORDER or WARRANT 7)The amount of the monetary ORS 205.125(1)(e) obligation imposed by the order CHECK ONE: FULL or warrant. ORS 205.125(1)(c) (If applicable)PARTIAL Is 8)If this instrument is being Re-Recorded,complete the following statement, in accordance with ORS 205.244: "RERECORDED TO CORRECT PREVIOUSLY RECORDED IN BOOK AND PAGE , OR AS FEE NUMBER r Bradley Ronald Young and Rebecca Lee Young Until requested otherwise, send all tax statements, to: Bradley Ronald Young and Rebecca Lee Young 13430 SW Hilshire Drive Tigard, OR 97223 SPACE ABOVE RESERVED FOR RECORDER'S USE WARRANTY DEED (Individual Grantor) Bradley Ronald Young (aka Bradley Young) and Rebecca Lee Young (aka Rebecca Young), Larry M. Lockwood and Jacqueline L. Lockwood, Grantor, conveys and warrants to Bradley Ronald Young and Rebecca Lee Young, husband and wife with rights of survivorship, Grantee, the following described real property free of encumbrances, except as specifically set forth herein: The property is free from encumbrances except (if none, so state): The true consideration is$0.00 (removing co-signer from title only) (Here, comply with the requirements of ORS 93.030.) Dated this 19th day of September, 2012. THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT,THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. Bradley Ronald Young Rebecca Lee Young Larry M. Lockwood Jacqueline L. Lockwood SEE ATTACHED NOTARY ACKNOWLEDGMENT r STATE OF OREGON, County of ) ss This instrument was acknowledged before me on by Notary Public for Oregon My commission expires: o�IC I LS JEAN MARIE GRIFFIN NOTARY PUBLIC-OREGON ' COMMISSION NO.43Fg148 �my COMMISSION EXPIRES APRIL 18.? I Order ID: 14943506 Loan No.: 8328996000 EXHIBIT A LEGAL DESCRIPTION The following described property: The following described real property,situated in the County of Washington, State of Oregon. Lot 69, Hillshire, in the City of Tigard, County of Washington and State of Oregon. Assessor's Parcui Number: R2032490 i� ,t r ACKNOWLEDGEMENT State of Oregon County of Clackamas On qI � , before me, Jean Marie Griffin, notary public, personally appeared La6 t to cDd — proved to Le on the basis of satisfactory evidence to be the person &'whose nameuare/is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity (ies), and that by his/h their ignature on the specific instrument, 1 the person, or entity upon behalf of which the person acted, executed the instrument. • I certify under PENALTY OF PERJURY under the laws of the State of Oregon that the foregoing paragraph is true and correct. WITNESS my hand & official seal. Je Mari if 1Pth MARIE GRIFFINr��Y s�ua�!c oRrrtNo.a- I Not or e State of Oregon SSI�NEXPIR,S RGRIL 18."(13 t -}�' Exp: 4/18/2013 \r UWM G P14! GBIRMNM* PLYWOODSHEAt-W, EXP: 6/30/15 DESIGN STANDARD 2DI I OREGON RESIDENTIAL SPECIALTY COOS I. PL"wOOO PANELS$HAII CONFORM'0 ME REQUIREMENTS OF"U S.P20DCT STANDARD R 1 FOR CONSTRUCTION.AND COWL P_YWOOD"OR APA �w. PRP-IDB PERFORMANCE STANDARDS. SCOPE O WORK THE SCOPE OF MOR(PERTAINS TO THE ADDITION O AN ACCESSORY DWEUIHG LWT IADU)INSIDE THE E116RIG CRAWLSPACE AREA O A ML Z v SINGLE-FAMILY RESIDENCE SCOPE OF WORK INCLUDES GRAVITY ANALYSE OF THE NEW ADU AND E%FERIOR ACCESS STAR.AND PARTIAL 2, UNLESS 40-ED OT-ERWISE ROOF AND FLOOR SHEATHING PANELS SMALL BE APA RA-ED SHEATHING,EXPOSURE 1.OF ME THICKNESS AND SPAN RAMG LATERA.ANAIISE OF MEADD IBOTTOMI LEVELONLY.THE SCOPE GOES NOT INCLUDE AW GRAVITY OR LATERAL ANAYSBO EXISTING 5NONNDN-EDRAWINGS. I O = L_11 PORTIONSO STRUCTURE IO REMAIN. 3. UNLESS 40-D OT-ERWEE WALL SFEA'NNG PANELS SHALL BE APA RATED S}FA cb TING.E'lloOSME 1,WITH A SPAN RATING OF 2A/0. _ Z �- GEnetu DNIALLAT"IIALLBEINCONfORMANCFWRHA�ARECCOMENJAIK)N5. D N PLYW2 O0 I Sz � PECMiCATIONS AND CODES REFERENCED N-HESE NOES ARE MEVERSIONS MOST RECENTLY ADOP-EO BY TME PERAYI'NG AUMOWY U, 5. ALLOW 1/8SPACING AT PANEL ENDS AND EDGES,UNLESS OTIIERWISERECCOMMENDIINE DB RANR MANUFACTURER. C Lj O P13� 2 VERIFY COAMIONS AND CONDITIONS WTIM THE DRAWINGS.NSD VERIFY DIMENSIONS AND ELEVATIONS RELANE TO'HE EXISTING STRUCTURE PRIOR 10 - fABRICAnON OF MA ERNS.ALL ANA-DIMENSIONS ARE TH=REPONSPILWY OF THE CONTRACTOR AND/OR HOMEOWNER. b. ROO�AND FLOOR SHEATHING SHALL BE INSTAL-ED MTN FACE GRAN gN P:PDCJLAR TO SUPPORTSO,w.EXCEPT AS INDICATED ON ME DRAWINGS. - v J F-v Z 3. APPLY.PLACE.ERECT.ORINSTALL ALL PRODUCE AND-TERAS N ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS 7. SEAR WALL SHEATHING SHALL BE BLOCKED WITH 2+FRAMING AT ALL PANEL_DGES. • Q W STRUCTURAL HLL OR BACKAL 8. SUBSTIT'JTDN OF ORIENTED STRAND BOARD;GS3I FOR PLYWOODIS ACCEMABL=F THFOSR a. V CONNFORMS WISH APA PERFORMANCE STANDARDS FOR WOOD LASED STRUCTURAL PANELS PRP 05 AND UNITED,UNITED,SAES PRODUCT STAND.ID PS 2-12 V c%X Q I. STRUCTURAL HL MATERIAL b.6 MANUFACTURED WTM EXTER OR GUI. a.SANG AND GRAVEL MIf1URE OR CRUS-1133ROCKc.HAS A LOAD/SPM RATING INDEX EQUAL TO PLYWOOD SMEAl1NG SPECIFIED ON 11f DRAWINGS. b.WEU GRADED FROM COARSE TO FINE WITH LESS-HSN 10%By WEIGHT OF THE MINUS%'�FACTION RASSNG IME fq.230 SINE. d BEARS THE APA TRADEMARK. RL c FREE OF ORGANICS.RUBBISH.CLAY BAILS OR ROCKS URGER THAN N" PROVIDE PRESSLRE-TREATED P.YWOOD WHERE INDICATED ON DRA WINGS CONFORM TO AWPA STANDARD G9.MARK SHEE-$WTI AWPB. - i3 2. PACE STRUC9URAI FN N L005E 31S.MAXIMUM OF S IN TWCKNFSS 0. PROTECT BOOR AND ROOF SHEATHING FROM EXTREME WO CONDIRONNS.1 - T 1 COMPACT STRUCTI,IAL FILL TO TO A MIYADENSITY OF 9S%OF MAXIMUM DRY DENSITY,AS DETERMINED BY A51M D 1557 ¢ 11. AL FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTING MEMBERS. R. VERIFY ADEQUACY OF STRUCTURAL FELL COMPACTION WITH RANDOM FIELD DENSITY TESTS. ' 5. COMPACT COMPACT THE STRUCTURAL FRI WPM 5-C'OF RETAINING OR BASEMENT WA.LS WON LIGHTWEIGHT.FANJHFLD EQUIPMENT.EXERCISE CARE TO AVOID GLUE LAMINATED MEMBERS ' DAMAGE TO WALLS. LI„ I. G.,,ED LAMINATED MEMBERS SMALL BE FABRICATED INCONFORMANCE WITH US,PRODUCT STANDARD PS 56."STRUCTURAL GLUE)LAMINATED 1WBER'AND d. COED T THE SOILS REPORT IF AVAILABLE)FOR ADDITIONAL-INFORMATION. AMERICAN INSTITUTE O TIMBER CONSTRUCTIONS.ARC 1'7. FOUNDATIONS 2. EACH MEMBER SHALL BEAR AN ARC OR APAE`NS NDENTFICATDN MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. 3' I. FOUNDAON CRITERIA 3. ONE COAT OF END$EA.ER SHALL BE APPLIED IAMMEDLATRY AFTER TRIMMING N 31.17 SHOP OR FELD. - a.ALLOWABLE SOL BEARING PRESSURE 1.500 PSF b.FR05'IX9M 18 INCHES R. G-.,ED LAMINATED BEAMS SNAIL BE VISUALLY GRADED WESTERN SRECIES INDUSTRIAL GRADE,AND O THE STRENGTH INDICATED "N C .COERHCIEN'O FRICTION 035 a.SIMPLE SPAS 2641 b.CONNUOUS OR CANREVERED SPANS:14F-v8 2 PACE FOOTINGS ON FNM.UNDISTURBED NATIVE$OL OR ON MJCTJAL FILL)SEE"STRIX.•NRAL RL"NOTES FOR ADDITIONAL NFORMATIONI 5_ PROVIDE STANDARD 3500 F007 RADIUS CAMBER.UNLESS NOTED OTHERWISE ON DRAWINGS. 3. LOCATE BOrOM MINIMUM BELOW MI1M FROS-DEPTH.NIESS OTHERWISE NOTED, 6. ERECT MEMBERS ACCORDING TO ARC SPErJ9CATIONS. VICINIKeI Ty MAP 1. PRIOR TO PLACEMENT OF CONCRETE,REMOVE ALL DEIURSED SOL FROM FOOTING EXCAVATION. NIS 5. STEP BOTTOM Of FOOTINGS AT ELEVATION CHANGES AT A SLOPF OF I VERTICAL'O 2 HORIZONTAL WIN A MAXIMUM VERIICA.STEP OF 2'-0' CONNECTIONS AND FASTENERS CAST IN-PLACE CONCRETE I. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE ME WE AND•YPE SHOWN ON THE DRAWINGS.AND MAINfACMffO BY SI MPSON STRONGTIE COMRANY OR AN ENGINEER APPROVED ETXUL RECEIVED I. ALL CONCRETE WOW.SHALL CONFORM TO ACT 3)1. 2 HANGERS NO'SHOWN SHALL&:SIMPSON''J O THE SUE RECOMMENDED FOR MEMBER. 2 I FOGI I STRENGTHS SNAIL BE VE71T�BY STANDARD 28+]+Kr CYLINDER TESTS PER ASTM CJ9.AND SHALL BE AS fOLOw3 1 ALL HANGERS AND FASTENERS N CONTACT WITH PRESSURE TREATED LIMBER SHALL BE SIM-5C11 ZAAR HANGERS OR STAINLESS STEEL. I iWRCS:'c=3.000 PSI AT 28 DAYS IDE3IGNED FOR 2300 PSI. 1, FRAMING CONNECTORS SHALL HAVE ALL THE NAL HOLES FK ED AS SPECIFIED BY THE CONNECTOR MANUFACTURER.UNLESS NOED OTHERWISE. L,SLAB$'. •3.000 PSI AT 28 DAYS. 3. MAXIMUM SUMP FOR CONCRETE SHALL BE C PLUS OR MINUS 1". S. ALL NAILS SHOWN ON THE DRAWINGS SHALL BE COMMON NAS UNLESS NOTED OTHERWISE. Dr/N MV(� 201 CONCRETE RENFORCNG STEEL: 6. TYPICAL HALING CONNECTIONS SHALL 3E PER IBC TABLE 230R.9.I OR RC TABLE R6DI.3(11 UNLESS NOTED O'HERWEE ON ME DRAWN {L-Ili GS. J 1. RENFORCNGSTEELBHA--BE DEFORMED BARS CONFpRMNNGTOASTM A6'S.GRADE 60.UNLESS 40TEDOMERWEE. SPECLALN$PECiDNS CITU'OF TIGARD 2, REINFORCING N G STEEL SH .BEDFTALED ACCORDANCE WITH THE I ATEST EDITION Of THE ACI 315"DETAKS AND DEMNG CONCRETE RENFORCEMENT•. I. SPECIAL NSPECFONS PER CHAPTER 17 O THE 2010 OREGON STRUCTURAL SPECIALTY CODE S+ALL BE PERFORMED FOR THE FOLLOWING ITEMS: 1 REINFORCING STEEL SHA..HAVE THE FOLLOWING PROTECTIVE CLEARANCES: a.EPDXY ADHESIVE PLANNING/ENGINEERING a.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARM: I I C I.ALL REINFORCING SIZES: 7' b.CONCRETE EXPOSED 10 EARTH AND WEATHER: I. 15 BAR.NY OR D3'WIRE AND SMALLER: I'A- I 1. UNLESS NO-ED OTHERWISE ALL REINFORCEMENT LAP SPLICES SI-AUL BEASFOLLOWS: , C N N BAR SITE SPLICE lfc<=35WP511 SPLICE]('nN000PS1 •�--_ _ _-- ,I ( j Q� Q 17 24' 19' ll` 11/1 IR 32' 25" c1Ty O\ TIG - � W M , / tDN.SD O CONCRETE ACCESSORIES: -7 Q 3 I. NONSHRINK GROUT: MFpVQ{!•...................-.. -. .•.ww....l m� NEW 36"VIDE S1. 5 �• O O oN✓ nRIM GROUT SHALL BEAPRI:+W%EDCOMPOUD CONSISTING OFNONMMETAIC AGGREGATE.CEMENT WATER REDUCING AND PLASTX72NG rBt .... ..-.....w... I I D (LL' ISPATH TO LOWER SSET PACK ^� V v ,u�L..1 mail Approved. Kh rn b.HON-SHRINK GROUT SHALL BE CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 1.200 PS N 48 HOURS AND 6.000 PSI IN 28 DAYS. M'' r PP B,, :>,' I �_�- FLo� I a C.NON-SHRINK GROUT SHALL BE MIXED AND APPLIED N STRICT ACCORDANCE WTT-MANUFACTURER'S RECOMMENDATONS. Por only the Work S SY Y W N l u N- 2. POST INSTALLEDANCHORAGE SHA,LBEO'HETYPE DFSIGNAiFDONMEDRAWNG50RENGNEER-APPPpVEDEOUALANCHORSSHAILBEN57All6DN I�ER1'�1IT I'!O ' �- - �i STRICT ACCORDANCE FORM MANUFACTURER'S RECOMMENDATIONS AND CLRRENT ICC R5OR7. See LF3lt�i♦ r l -------------- t I WARSON STRONG- I S'SETBACK tE: ♦0: FOIIOW-'•------•-- a. - • I 1• �.SSET-XP ADHESIVE ICC REPORT K ESR-25081 Attach--------- -w..---. NJoh ....- -......I 1 = SEi/BACK FRAMING LUMBER .�• y f I I I $ Address: ��.�..1-•- _...�_- � / a E� I SAWN UMBER DFSIGNNISBASED ON THE LATS-EDmON OF THE NATIONAL DESIGN SPECIFICATION, LF�• _ b/Bte- �•.f..wwrw.w�� ` R `1 y 2. SAWN LUMBER SHA'.L CONFROA TO WEST COAST LUMBER MPEC RON BURSAL OR WESTERN WOOD PRODUCE ASSOCIATION GRADING RULES. IJ 1 I 3. LUMBER SPECIES B GRADES: / 5'SET BACK NEW 8'X IV a.WAIL ST.,DS DN0.2 ----- ® LOWER DECK --_I , b.106E DJ I2K MEMBER51 NO-2 h _ 1f c.BEAMS NA ORURGER; DNO.I d.POSTS D NO.1 125.61' , e.BLOCKING.PLAE5.BRIDGING D STUD GRADE j E%SING FENCE -7 L 1 1. AL LUMBER NPERMANENT CONTACT WBX CONCRETE OR EXPOSED IO WEATHER WILL BE PRESSURE iRE/+lE7 UNLESS AN APPROVED BARRIER E>ROVIDEJ. `r 5. MAXIMUM MOISTURE CONIEW.19% i F 6. PROVIDE SOLDBLOCKNG(SAME DEPTH OF MEMBERI AT Al PONE O BEARING IMMIMUM SPACING OF 6'4"O.C.)AT ROSE WON A 5:1 OR GREATER DEPWO-THICZ RATIO OR WHERE 1 EDGE OF)DIST IS NOT ATTACHED TO SHEATING.WALLBOARD BRACING.ETC. % 1 314 7.01 7. PROVIDE DOUBLE NJEE UNDERA-PARA.-EL PARTITIONS.UNLESS NOTED OTHERWISE / 8. PROVIDE BUCICKING BETWEEN 5TUD5[01 OTHER TREANS OF BRACINGI AT WOOD BEARING WALLS TO PREVENT STUD BUCKUNG-ROR TO WkUUWH OF SITE PLAN [)LM AR/DH GYPSUM WALLBOARD. nA7p+-9ECRIHMa SCALE:I`=4G" 12.17.13 f R_ c Si 7 4 (,Q♦�y PROffpp,. v5`` GI Np W/ � tn.535 9 50d 4I'0 al'a 4d O la 10-9 X1'-{' 10'41' 30'-e" SPd , R.HA _ Exp 6/30/15 z2 N n � P -- —�� "lTLj P - -- -- Y - -- �z Sz BR#2 R#3 + -1 B BEDROOM BASEMENT DINING KITCHEN § Q ~YW SA 4. 1 ° FAMILY c- BR#4 _a MASTER ® BEDROOM I LIVING fL__ _ BATHROOM_ p a I ENTR GARAGE - /� - — ---— — 'rte - � STORAGE Iw r _ _ __—_—————— I1 �j 7B'd rra' X-T rra 78'd 2Td 57.TSad' Sod 1 EXISTING BASEMENT FLOOR PLAN 2 EXISTING MAIN FLOOR PLAN3 EXISTING UPPER FLOOR PLAN SZ.O ' s¢s0wc SLLLE:ye"-I-0 SZ.O n.r_o- E o.c SCAIE'Y"=t-0" SZ.O nu rs.Dw SCA F:k"=1'-0 C LA U 3 LU D= a 0 o03. 0 O �o v Uv o CL ¢�, 4L ® O �® � W Ni w (Dod g Z o Z in Z ® 00000 w W �� 00000 JOB No 13147.01 DRAWN CHECKED EXISTING LEFT SIDE ELEVATION 5 EXISTING FRONT ELEVATION DLM AR/DH 52.0 Dt EED SCALE "-1'-0 52.0 ,I,_D-sHEESD.c scA�e:X"•Io DATE 12.1 7.13 REVISIONS F SHEET R S2.0 GENERAL ARCHITECTURAL NOTES: EXISTING UTIIIIIES AND FACILM15: MECHANICAL NOTE: IWuD I ALLSTREFI WATER.SANITARY SEWER AND STORM DRANAGEMPROV]METAS TO BE CONSTRUCTEDNACCORDAMCEwRHRE I. CONTRACTOR SHALL FIELD VEFFY LOCATION ME DEPTH OF AL-EXISTING UTILITIES WHERE NEW FACNRS CROSS.CONTRACTOR SHALL BE THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF EECTRIOAL EQUIPMENT,ASCHAWCALpULARiG.NRESP71NKLER. \SlY,C(S IrNOFAff STANDARDS OF CITY Of CARD AND WASHINGTON COUNTY STANDARD SPftACAlgtb FOR PUBLIC WGRKS CONSIRJCToN RESPONSIBLE FOR EXPOSING PO'ENTAL URRY CONI ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MACHf1FEY.AND ASSOCIAT®PIFNC WIFN INET STRUCTURE.ANY CONNECBONS l0 STRUCTM N01 COfFORMNG TO SNEE7 METAL IMPROVEMENTS WILL BE NSPECTEE)D,RW,CONSTRUCTION BY CRY'OF TIGARD.IEE WAANGTON DEPARTMENT OF MODIFICATIONS WM40JT DELAYING THE WORK,F GRADE MODIHCATON 6 NECESSARY.CONTRACTOR SHALL NOTIFY FIGINEER PRIOR AND AR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION($MACNUI.OR SPECKALLY DETAILED OH THE MECHANICAL TRANSPORTATION,THE DEVELOPER.T-E DFVflOPERS B.GNEER AND A TESTING LABORATORY FOR THE PURPOSE OF ACCEPTANCE 'O CONSTRUCTION.ALL UTILITY CROSSINGS SHALL BE PO'FKKED AS NECESSARY PRIOR TO EXCAVA14G OR BORING TO ALLOW THE ENGINEIM DRAWINGS.SHALL RE DESIGNED B•AN ENGINEER REGISTERED N THE SATE OF WASHINGTON AND SHALL BE$UBMRTEJICITY OF TIGARD CONTRACTOR TO PREVENT GRADE ORINALCLRAEhi GONITIS THE ARCHIIKT/ENIiPNE�PRK)f 10 FABRICATION. �• 2. SPE(ACATIOnS SHOWN ON LIR_P.AN$MF4IOITTFOARE FORM" SUPPLEAEITALTO.BNWNOT REFUGE T-E REOLIREAEiJ15 Z. ALL EXISTING FACILITIES S-ALL BE THAN'ANEC N-0,ACE BY NE CONTRACTOR UNLESS OTHERWISE 54OWNOR DIRECTO.CONTRACTOR OF CRY Do-TIGARD STANDARDSPECACATIOM AND DRAYMGS'.THE CONTRACTOR ENCOURACED TO 03TAN A COPY FROM SINAL,TAKE ALL PRECALTIOAS NECESSARY TOSUPPO?I,MAINTAIN.DROlFgtWLE PROTECT DZ71NG UTILITIES AND OTHER;ACIJTIES A'4L APProved-----------------------------------I >xE x 011 OF TIGARD. WES DURING CONSTRUCTION.COMTPACTOR'O LEAVE EXISTING FACUTESN AN EQUAL OR BETTER THAN-0RIGNAL CONDITION AND TO MISCELLANEOUS NOM: Approv(�B'�j......... s 7 Oqq�� -XE SA'6FACTOIN O'NE ENGINEER. EACH BEDROOM IO HAVE A MNwIM WINDON OPENINGO SI SO.FT.WITH AMRNIJM w11pTH O'YID•A9INSIR"'��5,"IMBIRJABUVPFI Lfoved.................... I J -'W R. 3. CONTRACTOR SHA_PRCCLRE AND CONFORM IO ALL CONSTRUCTION RRAI6 REGIIB�BY CIV OF TIGARD. 1 URESES,OR NTERFERNG'ORCAIS OF UTIAES.WA7 ARE ABANDONED NYCE SHALL 3E REMOVED 31 TIE CONTRACTOR 70 ME EXIBi' ��/^n v k as de j.. NECESSARY TO ACCOMMOV THE WORK.G S CONTRACTOR L801 SHALL RUGTHEAN SC AW.EXPOSED ENDS OF OABANDONEDN)DA URINES. ,F I EPRR+XACp ty.Ah�viq ��FF.I�� ® - EXP: 6/30/15 A CONTRACTOR SNA..PROVIDE ALL BONGS AND INSURANCE REOI°ID BY PIarAND/OR PRIVATE AC&IIB HAVING A. CONTRACTOR SHIRTS REMOVE ALL EJ'EING SKrS.MAlBO%3.TENTS.-AtDSGANG.EIC,AS REWEED TO AVOID DAMAGE DURING A-:GUHNG WITHIN ABN.OFT#BOOR AND/OR WITHIN 11 N.OF ANY D00R LRtGARIXES50fw EI n.- Ind JURISDICTION. CONSTRUCTION AND TO REPLACE'HEM'O EXISTING OR BETTER COMMON. GIA3K WnN 60 IN OF NB OR SHOWER FLOOR.60 N Of A STAIR LANJNG OR GREATER THAN R"FMIM!"ITI®.G AltJG v S CONTRACTOR'O NOTIFY CITY OF TIGARD AND ALL UTILITY COMPAIES A MNLUUM OF 48 BUWESS HOURS f2 RUMNESS DAYSI PRIOR A:.1A MIO SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS. Se I' L 1 r`b. See Lotter 1 Follow aaiaaaYaaaaaa.......aa. TO THE nARraCONSTRUCTION,AND coMRrWITH ALLan/caNnREDUREME.rs. al PRIVATEUTILmES: A-EXTERIDRYhOOWS ARE TO BE DOUBLE GLAZED AND Ad EXTERIOR DOORS ARE 103E SDUDCORE IVT-wfATIER LIPPING PROIID= O � C p 6 ALL MATERIALS AND WORKMANSHIP FOR PURIIC FACILITES SHALL CONFORM TO CRJC Y OF TIGARD STANDARD CONSTRUON I. CONTRACTOR SHALL COORDINATE WITH POWER.TELEPHONE,ANOCABLE T.V.COMPMI6 FOR LOCATION Of VAULTS.PEDESTALS,ETC. DEADBOLI LOCKS ON ALL EXTERIOR DOORS.AND LOCA"DEVICES ON ALL DOORS AND WNDoNS M-MN I O FT IVEIICA.I OP GRADE ch"...............a a-..6.1 � L SPECIFICATIONS.UNLESS OTHERWISE APPROVED BY THE ENGINEER.CONSTRUCTION O ALL PJBUC FACM SHALL 6E DONE AIL ABOVE GRAD=FACILM SHALL BE PLACED IN A LOCATION OJTSUF'HE PROPOSED SIDEWALK AND DRIVEWAY LOCAIONS. PEEPHOLE 54-66 N.A30VE FN.FLOOR ON EXTERIOR ENTRY DOORS. JCL AedNFw �1_ _ BETWEEN 70D AM.AND 690 PM. 2 POWER.TE.EPHONE AND T.V.TRENCHING AND CONDUITS SHALL BE INSTALLED PER UTILITY COMPANY REOUREMENTS WAFT PULL WIRE. VV A dI o _ CONTRACTOR SHALL VERIFY MN UTITY COMFAN•THIE SIZE AND TYPE OF CONDUIT PRIOR TO CONSTRUCTION.ALL CHANGES N PROVIDE ONE SMOKE DETECTOR N EACH ROOM AND ON:IN EACH CORRIDOR ACCESSING BEDRO DNNECTSMOKED Cl,S USE bite' `JM 7Z p_.OU 7. CONTRACTOR SNA.-fRECIAND MARIAN BARRIGLIES.wAMatJG SK'Pr6 AND TRAHH[CONES PER CRi.000NT°Avp wA00T ORKTION OF LARRY CONJJR RUNS SNAIL HAVE TONG RAp68ND5. POWERANDNIER-CONNECT SMOKE DETECTORS HOUSE POWER AND N'ERCONNECI SO KHAT N REOUREMENTSN ACCORDANCE MTH TE MUTM INCLLDNG WAS-NCION AMB r**ITSI.ACCESS TO DRIVEWAYS SHAL.BE 3. CONTRACTOR SHALL NOR"AND COORDINATE WTN PRIVATE UIIRFS FOR RELOCATION OF POWER POE$.VAJLTS.ETC. PROVIDE BATTERY BACKUP FOR ALL UNITS. S_ O O MAINTAINED AT ALL IMES.ALL IRAF9C CONTROL MFASU65HA_-BE APPROVED AND N PUCE PRIOR TO ANY CONSTRJCIIONN W 2 w ACMv. PROVIDE COMBJ500NAR VENTS IWACREEN ANDILACK DAMPER)FORGAS FINE-PUCE ANDANY C-HER APPUMCE5 AIN AN OPEN FUME. - J �<Z B. THE CONTRACTOR SMALL MAINTAIN ONE COMPLETE SET O APPROVED DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES EXCAVATION,GRADING AND CONSTRUCTION: BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE O PRODJONG A MINMUM DF S AIR CHANGES PER U) � -,-�93 WHEREON HE WILL RECORD ANY APPROVED DEVIATIONS N THE CONSTRUCTION ROM THE APPROVED DRAWINGS.ALS WELAS THE I. 'ME COMRACIOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES 10 ENSLR5 THAT PUNIC STREETS AND HDJR.RANGE HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE. O � apZ Ly STATION LOCATIONS AND DEPTHS OF ALL EXISTING UNTIES ENCOUNTERED.THESE FIELD RECORD DRAWINGS SHALL BE KEPT U TO RIOHTpFtIAYS ARE KEPT CLEAN OF MUD,DUST OR DEBRIS. �_O DATE AT ALL RMES AND SHALL BE AVAILABLE FOR INSPECTION BY THE ENGINEER UPON REO.EST. 2 STRIP WORK UMTTS.REMOVING ALL ORGANIC MATEP WHICH CANNOT BE COMPACTED INTO A STABLE MASS.ALL TREES.PUSH AND ELECTRICAL RECEPTACLES N BATHROOMS,KITCHENS AND GARAGES SHALL BE GTA ORGIFLC.PER NATKJNALELECTRICA.CODEREQUwEMEN5 U �� DEBRIS A5SOCLATED WITH TLEARNG.STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF Of-SITE, N Q 9. UPON COMPLETION OF COWIRUCTON OF PJBUC FACILITIES,CONTRACTOR SHALL SUNAF A CLEAN SE OF FIELD RECORD 3. IMMEDIATELY FOLLOWING FINE GRADING OPERAIONS COMPACT SUBGRADE 1095960E MAXMJM DRY DENSITY PER AASHTO I-180 TEST = DRAWINGS CONTAINING ALL ULL!INFORMATION 10[ENGINEER FOR SUBMIAI f0 THE OfY. ME-03.SUBGRADE MUSt BE NSP{ED AND APPROVED BY ENONffR PRIOR 10 PLACING EMBANKMENTS OR BASE ROCK. �3 /. RN LS SHAT-BE CONSRUCTED 6"LIFTS.EACH LIFT SHALL BE COMPACTED TO 95%OF MAXIMUM DRY DENSITY PER AAs4T0 T-18)TEST c I0. THE CONTRACTOR SHALL SU BMR A SUITABLE MAINTENANCE BOND PRIOR 70 FINAL PAYMENT WHERE REQUIRED BY PUBLIC ANWOR MET-00. PRIVATE AGENCIES HAVNG JURISDICTION. 5. CRUSHED ROCK SHALL CONFORM TO THE REOUIREMEN60F SECTION 0263D ABASE AGGREGATES1 OSND STANDARD$--(iIOAT04 11. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PRESERVE EYEING IMPROVEMENTS.VEGETATION,PROPERTY CORNERS,BENCH UNLESS THERWIT TO SEOMA%MEANIES'DENSITY PERRB EXPOSURE USDFOR DE MARKS AND CONS'RUCrON STAKES. 6. UNLESS ACTOR SME SHOWN.IRE CURS A1`HAL CURB E%POSURE ABED FOR DF.LCM AT All PMRIG LOT AND STREET GRADES. wNDpw$: 7. CONTRACTOR SHALL LAMP THIEL CURBS wTNAS'WNERE SEWER UIL•1tM5 ARE LOCAL®. CRAWL SPACE SCRAWL SPACE VENTING: AL 10 BE CASEMENT STYLE WITH TOWN COLING 12 EACH SUBCONTRACTOR OR THE GENERAL CONTRACTOR WHEN HE PERFORMING SPECIFIC PORTIONS wORX6 8. ASPHALT CONCREIE PAVEMENT SHALL CONFORM TO SECTION 00745(ASPHALT CONCRETE PAVEMENT 05105lANDARD TION$ AND I FLOOR OF 03008 BETTER. I FOR STANDARD DU'1'WX.ASPNA-T CONCRETE PAVEMEN'SHALL BE COMPACTED TO A MINIMUM="sHD� REMOVAL OF DEBRIS:THE UNDERFLOOR GRADE 6 CLEAN OF ALL CONSTRUCTION MATERIALS,VEGETATION,AND FRAME CALOR.PER OWNER. CDNSDFRED A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL PRIOR TO PERFORMANCE OF WORK,NOTIFY THE GENERAL DETERMINED N THE RICE STANDARD ME1X00. ♦S�� �I"RC, IN0"1 ORGANIC MATERIAL PER D.RS C.RAM A CONTRACTORANDBULDRIGOWVEROFA YWDRKCALL�DWONWDRAWNMNFM'RADETHATCMNOTBEFUUY 9. ALL PUNIER AREAS SHALL BE BAUR-LED WITH APPROVED TOP$OL WWAUM INCHES THICK.SI9PPNG MATERIALS SMALL NOT BE USED ENTRY DOOR'. GUARANTEED OR THAT DOES NOT MEET CJRR'_NI LOCAL 3J1LDING CODES- FOR PUNTER BACKFL. I 2 CRAWLSPACE NSULATDR INSTALLED N ACCORDANCE WITH THE O.RS C. NSUTATD FIBERGLASS WITH Y VA-UE OR 10 OR BETTER. 13. OY+ENLOM ARE FROM THE FACEOSND AND OR CONCRETE OR IF HgCAlE01 FROM THE CEN'ER SINEOSND.OYY 17, ALLEX6TNGORCONSTRUCTED+-MOLE5.CLEANOJIS MONUMENTS,GAS VALVES.WATET?AM*15*WnRUCIBQSSINC8E-•......-----•..I WENSgNS ARE FRO'CTEAF ME FROM FACEAND OR NON RETE DR DJJFEC TO MATCH WH GRADE OF THE PAVEMENT,MEwAJL LANDSCMp AR 4M y ..-. - ►..._... ( I GROUD COV :CONTINUOUS 6'ML POLYETHYLENE HM VAPOR BARRIER,LAPPING,JOINTS IT AND SEA.NG JOINTS, INTERCO DOORS: I I. GRADING SHOWN ON W DRAM406 CIBRCALTO MKT*NNG OF DRNMGE 11�1�115.� • l AROUND PERS OR OTHER PINETRAFOM.EXTENDING IT UP FOLNDA"WALL COMPOSITE I FIBERGLASS,SIZE AS NOTED ON PUNS, II, EACH SUBCONTRACTOR MUST REFER TO ALAGRAMMAIIO PUNS AND SECTIONS AND MUST COORDINATE THEIR WOK WITH ALL ,.-))f the. vv ork a1S described In: A. ;AN:STIED TO PROVIDE AMMRRAQICNA PER 50 SQ.�.O UNDERl00R FSPACE FLOOR FINISHES. TRADES TO AVOID CONFLICTS. iio 1-F 1�♦,,%. PER oww* -•��.�as•� s. TREOf TIO FANRING TO REDUCE HWTION AND NC ICON ASSOCIATED WIN*HTEF NTM FLEX MUST BE CONNECTED 15. S7 TROOF OVER NOOF'JNOEMrM@1T.PER ROOFING MANUFACTURER.REFER TO ROORG MANE.NSfMUTpN DETAILS AND '•K? �.btt�C�N, �.bllOw.......�..�..-�._. .. I INSTALLATIONDETAILINGOR AN ALRMTOSIGNA OCCUPANTS ENTHEI E FAILS.*HTE FAN.THE FAN MUST BE CCNNEClED 10 CENTRAL UBMI11M.) FURNACE Y J�q A iROJGE IICLR 04 AN ALARM i0 SIGNAL OCCUPANTS wXEh THE FµFNS. IpEFERRED SUBAYRAU 16. GYPSUM BOARD TYPICAL MESH K NWT IPER OWNER). I°%l\ ................._....- ' 6, SJPP'-Y NR FOR THE EXHAJST FAN.TRANSFER-MR OPENINGS ONE PER 250 SO.FT.OF CRAWISPACE FLOOR AREA.ARE per, INSTALLED N ME DECKING BETWEEN THE CRAWL SPACE AND COND IONED ROOMS ABOVE 17. INSULATION ALD VENTING,PER CODE. `) 3 Address: DECK 1 Y - L.- - ---- -- Date: I N FACE OF s$ BIT urERIOR STAR TREAD IrI �, ExTEWRWALLASSEMBIr. I I IA PER I1SSD UPIL--F-}f NEW DECK -I 54 I 1 I 3dkS4 SaDlsa I I1'E L ^% 2N fIJAING w WIDOW WINDOWH Pa .SQ -'rif�== WINDOW OOE CIVENT 14. ALL. ri FIRE PLACE II _ _-h-CANOPY I S•5� § [up 9 � - vEW WALL usFMErt - 12K1 FRAMING I 113'4 0 5 EIS•D/L7 �- SD ASSEMBLY. © ° ® O PER IMM O '-----. 2.6SEPARAION WALL E7RBfi� I A/R-21 NSU_ F F Qj "STARS RNR RE WALL _ �._.._.--._.-. _ H ` / ~ N CV ^ 1 YV V 3 N _ °--- ----R-- ® EXTEBoawAUAssEMaLr. Z 1155 LUP 3'4 I PAv"RY �l`,, ER 10 UPI- �� ELLC. FIRST.BEAM vIA. V O 0 N O s•as w4-• O rr.a•.atws•xs•.rr. /�B�A V so EVENTS OF FTG.ST FROM -- Lim Q -- ---- NEW IHR.FIRE WALL. CORNER fi B.9S' le I A L;J NEW ESSMH.DOOR MING A I.' I�y /cYLIT.A 0008 � SAMP Z aLAUNDRY 1 .QJ I d I NFw 3.f BEDROOM Q NEW WALL BQf CONIC. 411-NEW 12IFRAMNG I LINIDFD CLOSET 516'0/C W _1 CRAWL SPACE L a EXIST.BALM O JQ WIDE 0 Q CONIC.WALK T CRAWL SPACE H w O NEW C9FNG, O 11 PE 185.0 RECEIVED KE~: ° • I HR.HRE WALL: - SD =IRIDIN DETECTOR • I PER ULLESION 2NS fRAA'ING K)16'OF'C VP. "- - STORAGE O =CARBON MONOXIDE DETECTOR NBERGLAS$BAR NS MARCH AND 3S'mE-%GYP. JOH 1 `-- BOARD AFIELD EACH FACE. 131 47.0 1 ABOVE DEC 19 2013 m =EXHAUST ELAN DOOR SUE DRAWN CHECKED DLM AR/DH STAIRS UP CITY OF TIGARD I-I3aR_=EXISTING GRADE ELEVATIONS - DATE 12.17.13 W� PLANNING/ENGINEERING PEI151aN.5 PROPOSED BASEMENT FLOOR PLAN PROPOSED ADU FLOOR PLAN 53.0 SCALE x+r4 53.0 9 FE3�`� aLe7,'=.'4 J(�3.O a 7 PRt 52 OFE V aGINEF N 11 • EXP: 6/30/15 vz NQ LJ z 0 z �-o L-d rn�w 41 _j �Pw I Iwl I i I �— =LL HE U�PU 1 EXISTING RIGHT SIDE ELEVATION 53.1 ��•,01-vcc,s o•c SCALE:16°•I'-0' 11111 $"F� llm E:I= m N M U 3N NuwNx_ LU o LL I Q�2 [FBI JF[iin� U LLI Fift _LOWBt ELRy _ Lu HHV WINDOW. NEW WPOOw, LL pEl(PIAN PER PIAN N O CL NEW CANOPY J cL vl ® ❑ w O z \ z Z Q NEW DECK o H 30'MAx NT. NEW WRlDOW PLACE VEM - -k—f 1EXIST.S7NR$ lL AilR. X W W W NDTE. joB No. FIRENPLA EI VENT LOCAAnON WTOCOORDt4A/ 13147.01 ElZT SIAIR. DRAWN CHECKED 2 EXISTING BACK ELEVATION 3 PROPOSED BACK ELEVATION DLM AR/DH $3.1 u,•T_o,-va P. 3CA{E 1(•IVT 53.1 0,•,m-v¢so.c CALeC -0' DATE 12.17.13 REVISION$ F a S3. 1 7 pHOfE� •� "' 1a.s.xpps "� R ESP' EXP: 6/30/15 v g ul o a -.,K 6-` IM 7Z =R t)( a w FOUNO.N VENRIG.PER 7/50.0 ~ C 3 NEN/WACO SIDU2 W,XV NEW SEAR WALL$: L�3 iHRDD ROD M IOEMa®USNG K P'LI-D.SHI'G ATN?ER"FACE Sr.1PSCN SET-V ADM3VE 110 PLCSJ EM.S*ARS W/W Y a OIC EDGE a 12OIC FIELD HARING SICIpN NW CUT ROP OF CONC.STEM WALL �K RKKIION REOD 1 ]OWN 70 REO'D M,FOR DDDR NEW 412 DF a HDR. 'i w!IA CRIPPLE a 12)RWG 1h. NEW 412 OF a1 HDR.W/171 CRIPPLE STUDS EA.END,TIP. 1-I Y? a 1211**STUDS EA END N\ I-- - ----�--- ---- t I 1 /❑ N DE-.2.Inw/sMPS0H I I r l —-4— J I I 511W"IUS210'HANGER FA END w/ NEw wMP Ai REOU J I �T .JS2IU HANGERS AS K<rC I SW+PSONIU5210.2 fII62.9EMBFD i�WELS Wr.l ot7— I STbA WAL MATCHNG RFNF. I I NEw $1RG APA F1�T.2H6,01C M1Gi I I I LLADNESEVE.iW.EA GRAJF TEAM I I RA'®'S(•w/BC R6'0/C 121 SIMPSON'AU I Y I ( I I I I I I FOGEa 12'OIC F[i7 HALING ATEV.WALL I GRADE IEAM,' 1 — - – x.41 \/•11.1;x, I I I __ I L__J I _J �w m�a/10�6�wE. ``R.4.PGSrs iT NEW OIL 2112 I L J W- 01CNuu I \` B STAIR I DF*I IL --��~ NEW 412 DE 61 HDR. II's TfP. N.DEEP 10 —–—____ ____– _ W/M CRIPPLE FIG'S IYP. S, a PA MING STUDS EA END (VERIFI DEPTH w/ELEVATION) 51SIMPSON'CONN' EA. ■:GER/•N.1 UP � COIN. — NNR4IOFR2MDR. ®winowpu-111 LIP a Be� OG SwD FA BND _ S fAW.CONCREtE 5LA9 r S -- – TV ON GRADE W/64 W.N M. I SM i-1 B-S5 . CEMERED N SLAB .1•, E 06'41- 1 I I • lMIN.CONCRETE SLAB I I I ON GRADE W/&A W.W M I I CENIEREDN SLAB MCd C I CRAWL SPACE I L--------------------J U 3� ccl, I .. CRAWL SPACE W o� O O N I U I V • --------- `---- ---- ----------------- Ap z g w Z Z �1 PARTIAL BASEMENT FLOOR FRAMING PLAN 2 ADU FLOOR FRAMING PLAN Q 54.0 �� os-v<rao.e _- 54.0 n.._o•-saPz.R.c SCAIEL=IPJ- ELL JOB No. 13147.01 DRAWN DLM AR/DH DATE 12 17.13 REVISIONS F a J4.0 7 PROFf� S�',G L N f6q/ lesn RHE bit FRAN"616O/C EXP: 6 30/15 w/36 GYP.BOARD EA.SIDE. v- en STNW S. ING TO CONFORM al Z v roO.Rs.C.SKIIONRSII. 1 0 C p l7T LIJ o Z RAISING t>15I.tilt.FRAMING A CTiAHED t%LSI.'LN rRAWJG qlZ -2 O To WALL I - c Lj c 1�4 TREADS/ I Q( ? SI RISERS :3Q CEILING,PER 0 EAST.BEAM I 0 t w DETADETAIL2/55 vG � o I 6'd FRAMING RAN I ^ Lt1 3 '1 9'-0"CLR. NEW PLAN PER PU CEILING EXIST. C W! N NEW R-21-21 INS INSIA. I I V TYPE-X GYP.BD. 2,4 PONT WALL I TP M.AT EXT.WALLS, AT MR}PCINT PER IM.0— I FIR.FRAMING,PER NEW Com' FLOOR FRAMING SLAB.PER PUN COVERING a I I •�' `J� I )<�-----•-- `I NEW BOOR FRAMING,PER PUN I J ISA – I I I R•19 AT CRAWL SPACE I I NEW FIG..PER I I FRAMING RAN I I AT CRAWL SPACE IYP. CRAWL SPACE 6 CRAWL SPACE VENTING. PER FLOOR PUN EXIST.BUILDING FTG. 1 PARTIAL BUILDING SECTION 2 STAIR SECTION 54.1 gyp^a-sia[noe Bcxe)f'=rp 4.1 Ir•>-^I-amse.c xAteJ4•=1'0- 0) O) M U 3 LLI o� o 0 � to Z�o u v o IZ Q M z Q J `d V - Z Z C O G CL- JOB YJOB No, 13147.01 DRAWN DLM AR/DH DATE 12.17.13 REVISIONS E SHEET R S4. 1 7 PROfej� KEYNOTES: I. EXEC FRAMING NOMINAL 2M WOOD STUDS,SPACED 160/C DOUBLE TOP PLAYS,SINGLE S�4, STEP 2: BOTTOM PLATE. NOTE: DO NOTWALL TOP HORR. WAIL WNDOW, 2 INIERIOR SHEATHNG:3f TYPE-X'GYPSUM WALLBOARD.4 FT.WIDE,APPM VERTICALLY. EXLST.)K"UNDDERUYMENf A WALL DAMAVERIFY LAP GED-TORN WATER S1Ap OF WATER PROOFING ALL PANEL EDGES BACKED BY FRAMING OR BLOCKING. /, PER MNUF r P 3. RIDBOR SHEATHING:;§'WOOD STRUCTURAL PANELS(ORIENTED STRAND BOARDI,APPLIED EXIST.FLR.SHf'G.�f'CDX PROOFING RECOMENDA7K)NS O °x 9 VfiBCALLY,FR)RRONTAL JOINTS BLOCKED. 4. GYPSUM FASTENERS:2K'R6 TYPE S DRYWALL SCREWS SPACED 7 IN.O.C. EXP: 6 30 15 5. PANEL FASf@IERS:dO COMMON NA$$IBEGNT)-IT'0/CNTHE FIELD.6'01C PANEL EXIST.2xl1 EDGES. FIR.FRAMING N V 6. INSULATION;R-21 FIBERGLASS WILATION. @Id"O/C 7Z e7g 7. IONS AND FASTENER HEADS:WALLBOARD:OINIS COVERED WITH PAPER TAPE AND JOM COMPOUND.FASTENER HEADS COVERED WITH JOINT COMPOUND. 1 � OPENING q1 LJ C w T MINIMUM Tx4INOMRNAL)WOOD SETRNGSTRFS At1ACH®WITH US IDI INSULATION; Z X DRYwALL$CREWS AT 21 NCNES 0/C ALONG RIF BOTTOM \ L-II O sQ N OF JOISTSCRFAINGALEDGE iO SUPPORTNRILA110N, MNlMUM2NCN DICK MINERAL WOOL INSULATION ATI$-3S PCF(NOMINAL). -N <Z SUPPORTED BY SETTING MIR EDGE.FECIIONAifED BETWEEN THE SPIES OF THE HJOIST FLANGES. QYPSUM WALLBOARD: 1 Q.J.w MILIA M V THICK TYPE C GYPSUM WALLBOARD WALLED WITH RESILIENT CHANNELS: 3 �lc LONG ONIEFISpq PERPENDICIftAR TO Rk3BEM CHAN/�.4 AND MN4NUM OAtY1MCK GALVAN2ED STEEL RESBENT CHNNELS.ATTACHED PERPENDKUUR 5781: `�` ��'w ZNWZ�4FASTENED IO EACH CHANNEL WITH AYNMUM K TYPE S DRYWALL T0106TS USINGI dRYWALL SCREWS.RFSNIERCHANNEISSPACED 16"0/C&DOUBLED INSTALL BOTTOM HORIL �,A G � � 6 SCREWSFASTENERS SPACED 7'0/C ANDWIROM PANEL EDGES AT EACH WALLBOARD END TON O ENONGTO Rf NE O5. SRPOF WA ER PROOFING S B ENDS.END JOINTS OF WALLBOARD STAGGERED. 5189: y�_ 3 MSIALL ADE VERTICAL LY STRIPS OF WATER PROOFING t 3 1 1 HR.FIRE WALL- ASTM E 119/NFPA 2 1 HR.FLOOR/CEILING ASSEMBLY 3 TYPICAL WINDOW INSTALLATION SS.Q 31,)Ai-9EEROWR N.75. 65.0 N.TS. SS.O ,ste>JN-5REf3.DwG NJI PT.2X SILL PLATE W/ TR.2X SILL PLATE W/ )M x 6 A.83W/ K•'0 k 6 A.B.'s W/ Y"x 7.SQ.WASHER 2X6 FRAMING 816"OIC Y'x 3-SQ.WASHER 2x6FRAMING61CO/C 8 46O/C 8 6"FROM ENDS 816 O/C d 6•FROM ENDS #4 CONT.AT EDGE OF STAB 8d 86"O/C IXIST SPOT PER PLYWD.SNfG.PFR PLAN C a 171400111411110,0, FTG. ...AT E. -� • #$COW. I LEDGER A.53 .'�. - R AT AN - - - G. II - PT.4x10 LEIX:ERWI'Ye'OzIPW/ 6' T I n PER.DETAL 4/55.0 BOOR PER PLAN EKIST. 1140`TYP. i- Y"x4'SQ.WASHER 83T O/C MAX. I_ < 1� •.• #d a 16'O/C EA WILT 40E WALK T 1`TYP. #4 G 16"O/C EA.WAY ,#sc. - 7'0 WEEP HOLES®12'-0"0/C 3'd i = MAX MAX. I2)#4 COM. TYD WE@ HOI�a IT-0"O/C 1'47 EXIST.STEM b' #CONT.EACH NG #4x46'DOW LS _ T'CLR. 'A: 8460/C WALL #38A.WAY CENTERED B SPLICE 6'MIN.THICKNESS Pf.4x1PLE1AGER W/D§"0x6' U.WAY 4,MN. Ir SIMPSON l7TEP4HD•ANCHOR$ NEW C.WATHICK CC#NC.WALK _ • - �7CLR. I'd oBOND BEAM.U PER PN 2 3"CLR 3'CUR. 11 6MIN.THICKNESS (3)#4 COM. s p• r a FOOTING SECTION 5 FOOTING SECTION 6 WALL SECTION SECTION Q CONCRETE STAiR I - CV 55.0 ,a,+>_m-»kcTs.oxc SCALE: "=1•-0' 65.0 ,.n.>..m-ak[RmF sCALE 3:•=1'-0" 55.0 ,ar.>_Ar-vsFcaow SCALF:�I'-T 55.0 ssr.>_a,-sn¢,suw SCALE:V"=1•-0" w Q= o' o3 O O 0 LIT u o CL a� ca. I Btl86''0/C iJSgA. J i PI.381fDGER w/(3)16A U.SND HANDRAIL (2)18 GA.xI I'MN.GALVANQED STEEL STRAP, 1 Tp ROOHRNG TO MATCH DO. 2x6 FIAT BLKG FOR j (1)Q TLP 113 OF TANK 1118 BOT.3'ABOVE SIMFUM AY Nl."S'..RAL OR BROW ACCESS PANEL OPENING -< RAR CONNECTpNS, I FA RAFIEt TAP. I 12 ITPLTW).SHrGW/BC 6DCO/C 6011" � CZ_C 6 EXSE&1T0/CFIED FRAC'' O G INTERIOR 3'U'MIN. 3♦r PER PLAN8 rU Q NEW HEADER. , EDGEFLASFWG FRAMING. ib < T THICK NON-COMBUSRBLE PAD PER PUN ,sr EL ATTACHED TO WALL IVERFY (BEYOND) I IY SIMPSON'H2.SA' PERPUN 1 CLEARANCES W/MANUFACTURER) WATER HEATER 1/I U.RAFTER FT.214 FF 2t FINISH TREAD -\ PLYWD.SHt'G BREADS WW//(2I 16d EA.STUD FR JOB No. W, R1 OUGH -`- PT.4x6 I 13147.01 STRAPNPO SND.TYP. ______-- __ _ _ - IDRAWN CHECKED KING POSTS• Sl PER PLAN EA.KIICKERGAio i DLM AR/DH 1 M.40 U.END OF CANOPY DATE 12.17.13 16tl TYPICAL RISE&RUN REVISIONS 2x6FUi 8LK'G END.TYP. (2)SIMPSON SD5.2LNU0' 2x6 ST c BACK U. DBL.STRONG BACK AT MIDDLE INTO KING POSTS 312 W/(2) NOTCHED 312 STRINGER 8 WATER HEATER ANCHORAGE 9 ENTRY CANOPY 10 STAIR SECTION 13,,,J,-SxEER .n.>-Ot-4NEE,S.OwG 55.0 SCALE:1"=1'V 55.0 ,au,�r-s,r¢Tsoxc SCALE:I'=I'4T 55.0 SCNE I'=I'0' SHEE( R S5.0 ., II ADDITIONAL DOCUMENTS i John Floyd From: Brad Young <brad.young@graceclinic.org> Sent: Friday, December 20, 2013 8:49 AM To: John Floyd Subject: Re: Updated Site Plan for 13430 Hillshire ADU Upper portion 142 sq. ft./Lower portion 550 sq. ft.total: 692. Sent from my iPad On Dec 19, 2013, at 6:13 PM, "John Floyd" <Johnfl@tigard-or.gov>wrote: Thanks for doing this. I have the decision ready to go,just need the square footages. From: Brad Young [mailto:brad.young0ciraceclinic.org] Sent: Thursday, December 19, 2013 6:12 PM To: John Floyd Cc: Andy Roe (aroe@hayden-engineers.com); Joshua Farrand (eightinchrenovating(-ayahoo.com) Subject: Re: Updated Site Plan for 13430 Hillshire ADU Andy, can you answer that? Brad Sent from my Mad On Dec 19, 2013, at 4:35 PM, "John Floyd" <Johnfl@tigard-or.gov>wrote: What's the new square footage under the revised floorplan? I'm having a hard time printing out the documents to scale right now. Thanks, John From: Brad Young [mailto:brad.young@graceclinic.org] Sent: Thursday, December 19, 2013 8:31 AM To: John Floyd Cc: Andy Roe (aroe@hayden-engineers.com); Joshua Farrand (eightinchrenovating @yahoo.com) Subject: RE: Updated Site Plan for 13430 Hillshire ADU John, Good questions. I am attaching drawings that show the proposed entrance and floor plan. Thanks, Brad 1 R From: John Floyd [mailto:Johnfl@tigard-or.gov] Sent: Wednesday, December 18, 2013 4:52 PM To: Brad Young Cc: Andy Roe (aroe(chayden-engineers.com); Joshua Farrand (eightinchrenovating@yahoo.com) Subject: RE: Updated Site Plan for 13430 Hillshire ADU Brad, The site plans looks sufficient and we could approve it. How does this change the proposed floorplan? I presume the new entrance will be on the north side of the structure? Regards, John From: Brad Young [mailto:brad.young@graceclinic.org] Sent: Wednesday, December 18, 2013 9:31 AM To: John Floyd Cc: Andy Roe (aroe6ftayden-engineers.com); Joshua Farrand (eightinchrenovating@yahoo.com) Subject: Updated Site Plan for 13430 Hillshire ADU Dear John, I hope you are enjoying this holiday season. In response to your letter dated August 26,2013, 1 am attaching a revised site plan with the hope that we can complete the pre- approval process for the ADU as quickly as possible. Thank you so much for working with Andy over at Hayden Consulting Engineers to help us come up with a solution that meets code. Please let me know if you need any additional information. Sincerely, Brad Young From: John Floyd [mailto:Johnfl@tigard-or.gov] Sent: Wednesday, August 28, 2013 10:37 AM To: Brad Young Subject: Letter Mr. Young, It was a pleasure speaking with you today. Attached is the letter we spoke about. If what we're asking for is unclear, please don't hesitate to contact me. Regards, John Floyd 2 >t <image001 Jpg> DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule." 3