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Home My WebLink AboutApplication APPLICANT 10/5/2021City of Springfield SPRINGFIELD Development & Public Works 225 Fifth Street Springfield, OR 97477 Accessory Dwelling Unit (ADU) - Type I OREGON InformationProject Applicant Name: L Phone: -F Company if applicable): mail:ar4ikkn, MailingAddress ,& i Yl . 0) MY A licant's Re .: 1 Dqvya E. [Phone:S69 Company; i 1�.S Email: 7� Nr{, kvmu I& ovfl Mailing Address: - hr� 'Y VYIY� Q9362-7 Property Owner: Phone: 5q17-7 Company: Email: 1 I C-�i,7_7& 111514 Address: 1396 L ( 0 ASSESSOR'S MAP NO: TAX LOT No(s : �L Property Address: 1 S -•� Q2+ ' T e J Size of Property: Acres ❑ S uareFeet Type of ADU: _Conversion of part of house (describe existing use) (check one) _Conversion of accessory structure (describe existing use) _Addition to house .,pNew detached dwelling Zoning of Property: _Low Density Medium Density _High Density Residential Si natures: Please si n and nrint your name and date in the a&2oro nate box on the next a e. Required Property Information (City Intake Staff. complete this section) Associated Cases: Case No.: Date: Reviewed by: Application Fee: Technical Postage Fee: 0 TOTAL FEES: PROJECT NUMBER: Revised April 3, 2018 Sandy Belson page 1 of 4 Wk-, C&M 7p7L. czwl Signatures The undersign d acknowledges that the information in this application is correct and accurate. Applicant: Date: 'Z Sig ature bpAYI PrInt If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. Owner: Date: - —; ignature 'PvjAa i t Revised Apri13, 2018 Sandy Belson page 2 of 4 Accessory Dwelling Unit Application Process 1. Applicant Submits an Accessory Dwelling Unit Application to the Development Services Department The application must conform to the Accessory Dwelling Unit Submittal Requirements Checklist on page 4 of this application packet. Planning Division staff screen the submittal at the front counter to determine whether all required items listed in the Accessory Dwelling Unit Submittal Requirements Checklist have been submitted. Applications missing required items will not be accepted for submittal 2. City Staff Conduct Detailed Completeness Check Planning Division staff conducts a detailed completeness check within 30 days of submittal. The assigned Planner notifies the applicant in writing regarding the completeness of the application. An application is not be deemed technically complete until all information necessary to evaluate the proposed development, its impacts, and its compliance with the provisions of the Springfield Development Code and other applicable codes and statutes have been provided. Incomplete applications, as well as insufficient or unclear data, will delay the application review process and may result in denial. 3. City Staff Review the Application and Issue a Decision This is a Type I decision and thus is made without public notice and without a public hearing since there are clear and objective approval criteria and/or development standards that do not require the use of discretion. • Decisions address all the applicable approval criteria and/or development standards. Applications may be approved, approved with conditions, or denied. • The City mails the applicant and property owner the decision, which is effective on the day it is mailed. The decision issued is the final decision of the City and may not be appealed. Revised April 3, 2018 Sandy Belson page 3 of 4 Accessory Dwelling Unit Submittal Requirements Checklist NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. +�Da. FZI Application Fee - refer to the Development Code Fee Schedule for the appropriate Y_ fee calculation formula. A copy of the fee schedule is available at the Development �j & Public Works Department. The applicable application, technology, and postage 4P. fees are collected at the time of complete application submittal. �f !Zl Accessory Dwelling Unit Application Form /❑� Narrative explaining the proposal and any additional information that may have a bearing in determining the action to be taken, including findings demonstrating compliance with the Accessory Dwelling Unit Development and Design Standards described in SDC 5.5-125 and 5.5-130. Three (3) Copies of a Plot Plan Including the Following: Vr The scale appropriate to the area involved and sufficient to show detail of the plan and related data, such'as 1" = 30', 1" = 50' or 1" = 100', north arrow, and date of preparation . Property lines including dimensions and size of the property Name and location of abutting street(s) and alley(s) [Proposed accessory dwelling unit and its relation to the primary dwelling, showing location, dimensions, height, setbacks from property fines, and entrance locations Existing and proposed structures, fences, walls, including required outdoor storage and garbage areas; showing location, dimensions, and setbacks from property lines Percentage of the lot covered by existing and proposed structures Location of utilities and meters Location of existing driveways, curb -cuts and required off-street parking areas (� Location of existing sidewalks and walkways and required pedestrian walkway Existing and proposed trees and landscaping Three (3) Copies of a Detailed Floor Plan of the ADU, drawn to scale with labels on rooms indicating proposed uses Three (3) Copies of an Elevation Drawing of the ADU Including the Following: %Exterior finish materials Roof pitch [ Window placement and sizes Window and door trim Dimensions of eaves Height of accessory dwelling Revised April 3, 2019 Sandy Belson page 4 of 4 Signatures The undegn d acknowledges that the information in this application is correct and accurate. ApplicantII rsiDate: Sig ature Y i � €� Pr nt ALiLQZ IT me aucant s not ththhereby grants permission for the appl i, Owner: Dater -7¢ We propose to construct a brand new, Additional Dwelling Unit (ADU, see attached) which will comply with code standards 5.5-125,5.5-130./r7- The dwelling shall be located on the rear corner of property as indicated in the site plan (attached). Any questions can be directed to: Artisan Homes, LLC 771 Wagontire Dr Myrtle Creek OR 97457 (208)789-6384 Jessie M Olivas 1390 Parnell Dr Eugene OR 97404 (541)517-7334 Revised Apol3, 2018 Sandy Be[. page 2 of Single 4 x 8 DFL #1 PwSSEo RB01(Roof Beam) BC CALC® Member Report Dry 13 spans I No cant. September 30, 2021 12:27:55 Build 8013 snow Wind Roof Tributary Job name: Jessie Olivas ADU File name: Tag Descriptim Address: 718 19th Street Description: B-1 Covered Front Porch City, State, Zip: Springfield, OR, 97477 Specifier: Steven Riedy Customer: Artisan Homes, LLC. Designer: Steven Riedy Code reports: WCLIBNVWPA Company: Riedy's Drafting Designs eemm B1 Reaction Summary (Down / Uplift) B2, 3-1/2'• B3, 3-1/2" B4, 3-1/2" maam 132 133 Total Horizontal Product Length = 25-66-66 957/0 1610/0 957/0 1610/0 428/0 686/0 Damm e4 Load Summary Live Dead snow Wind Roof Tributary t Tag Descriptim Load Type Ref. Stat End Loc. 166% 96% 115% 166% 125% 0 Self -Weight Unf. Lin. (Ib/ft) L 00-00-00 25-00-00 1 ! 1 1 1 1 25 Ma 2 1 z l 1 25 06-00-00 1 1 1 ! 1 1 1 1 1 1 1 13 09-00-00 End Shear 0l4 1 10 00-10-12 1 1 41 1 1 1 Total Load Deflection U999 (0.123') nW Me 10 04-03-03 Live Load Deflection U999 (0.077') nW Me 15 04-03-03 Total Neg. Dell. U999 (-0.028') nW Me 10 11-11-05 Max Defl. 0.123" nW Me 10 04-03-03 Span / Depth 14.5 k %Allow %Allow k Bearing Supports Dim 1LxN6 value support Member Material B1 Column eemm B1 Reaction Summary (Down / Uplift) B2, 3-1/2'• B3, 3-1/2" B4, 3-1/2" maam 132 133 Total Horizontal Product Length = 25-66-66 957/0 1610/0 957/0 1610/0 428/0 686/0 Damm e4 Load Summary Live Dead snow Wind Roof Tributary Live Tag Descriptim Load Type Ref. Stat End Loc. 166% 96% 115% 166% 125% 0 Self -Weight Unf. Lin. (Ib/ft) L 00-00-00 25-00-00 Top 6 00-00-00 1 Unf. Lin. (IbM) L 00-00-00 25-00-00 Top 15 25 Ma 2 Unf. Area(Ib/ft2) L 00-00-00 2600-00 Top 15 25 06-00-00 Controls Summary value %Allowable Duration Case Locaam Pos. Moment 1921 ft -lbs 50.3% 115% 10 03-10-09 Neg. Moment -1996 ft -lbs 52.3% 115% 13 09-00-00 End Shear 857 Itis 24.5% 115% 10 00-10-12 Cont. Shear 1267 Itis 36.2% 115% 13 08-03-00 Total Load Deflection U999 (0.123') nW Me 10 04-03-03 Live Load Deflection U999 (0.077') nW Me 15 04-03-03 Total Neg. Dell. U999 (-0.028') nW Me 10 11-11-05 Max Defl. 0.123" nW Me 10 04-03-03 Span / Depth 14.5 %Allow %Allow Bearing Supports Dim 1LxN6 value support Member Material B1 Column 3-1/2"x3-1/2" 1114 Itis 12.5% 14.5% Spruce -Pine -Fir B2 Column 3-1/2"x3-1/2" 2567 Itis 28.9% 33.5% Spruce -Pine -Fir B3 Column 3-1/2"x3-1/2" 2567 Itis 28.9% 33.5% Spruce -Pine -Fir B4 Column 3-1/2"x3-1/2" 1114 Itis 12.5% 14.5% Spruce -Pine -Fir Cautions For roof memberswith slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Page 1 of 2 Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/360) Live load deflection criteria. Design meets arbitrary (1') Maximum Total load deflection criteria. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Calculations assume member is fully braced. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as emdence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable buiking codes. To obtain Installation Guide creak questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMERS, AJSTM, ALLJOISTS, BC RIM BOARDTM, BCW, BOISE GLULAMTM, BC FloorValue®, VERSA -LAW, VERSA -RIM PLUS®, Page 2 of 2 Single 4 x 8 DFL #1 PwSSEo RB01 (Roof Beam) BC CALC® Member Report Dry 13 spans I No cant. September 30, 2021 12:27:55 Build 8013 Job name: Jessie Olives ADU File name: Address: 718 19th Street Description: B-1 Covered Front Porch City, State, Zip: Springfield, OR, 97477 Specifier: Steven Riedy Customer: Artisan Homes, LLC. Designer: Steven Riedy Code reports: WCLIBNVAPA Company: Riedy's Drafting Designs Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/360) Live load deflection criteria. Design meets arbitrary (1') Maximum Total load deflection criteria. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Calculations assume member is fully braced. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as emdence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable buiking codes. To obtain Installation Guide creak questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMERS, AJSTM, ALLJOISTS, BC RIM BOARDTM, BCW, BOISE GLULAMTM, BC FloorValue®, VERSA -LAW, VERSA -RIM PLUS®, Page 2 of 2