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HomeMy WebLinkAboutApplication APPLICANT 12/20/2022City of Springfield SPRINGFIELD Development & Public works 225 Fifth Street � Springfield, OR 97477 `— • Accessory Dwelling Unit (ADU) — Type 1 OREGON ProjectA licant Name: failltmb fir q Ovem Phone: 941--51D - I41 Company (if a licable:D Mailing Address: qW Nit Email: dlQmo s ion2a-w oR. Applicant's Rep: Phone: Company: Email: Mailing Address: ProOwner: Bia 1s Phone: 1- U— 5 Com n : Email: Mailing Address: (lvb\ RS%nbbw pr. S''�1'111 t)d , Ca • Cil` -1-1 Assessor's Map No: I 0S 2l4 201-601 Tax Lot Nos 110 Property Address: 1001 RglnbbW Dr. Spllnoeld,OR • CR ty ❑ UGB Size of Property at qr,. 31 SQ Ft. ❑ Acres x Square Feet Type of ADU: ❑ Conversion of Part of House (describe existing use) ❑ Conversion of Accessory Structure (describe existing use) ❑ Addition to an existing dwelling New Detached Dwelling Zoning: A R-1 ❑ R-2 ❑ R-3 Required Project Information Associated Cases: (City. Complete This Section) Signs: n CaseNo.:�I "i'ap�f�Q P Date: V A m' Reviewed By: Application Fee: Technical Fee: J Postage fee., 0.00 Total Fees: Pro ect No.: 1 Revised 20.07.2022 rpil Car Signatures The undersigned acknowledges that the information in this application is correct and accurate. Applicant: Signature ` Date rlI �'rw7a 0?7T o Pnnt The undersigned acknowledges that the in mation in this application is correct and accurate. Owner: Sig re Date l �UZ fViS Print 2 Revised 20.07.2022 City of Springfield SPRINGFIELD Development & Public Works 225 Fifth Street Springfield, OR 97477 � Accessory Dwelling Unit (ADU) - Type 1 OREGON Revised 20.07.2022 A Project IicantName: Oull errrlo Arkaga I Phone: 54i-510-$141 Company if applicable): Email: 6i0rna'IdC&1dWhCF1202 Mailing Address: filo St. DQ. q,1,ACyL Applicant's Rep: Phone: Company: Email: Mailing Address: Property Owner: Phone: Company: Email: Mailing Address: Assessor's Map No: n(2 1 Li 2 0 O Tax Lot No(s) Property Address: *01 Rglrbow Dr. A< city ❑ UGB Size of Propeity ❑ Acres ❑ Square Feet Type of ADU: ❑ ❑ ❑ Zoning: ❑ Conversion of Part of House (describe existing use) Conversion of Accessory Structure (describe existing use) Addition to an existing dwelling A New Detached Dwelling R-1 ❑ R-2 ❑ R-3 Required Project Associated Cases: Information (City. Complete This Section) Signs: Case No.: Date: Reviewed B Application Fee: Technical Fee: Posta a Fee: 0.00 Total Fees: Project No.: Revised 20.07.2022 Accessory Dwelling Unit Application Process As stated in the Springfield Development Code (SDC) 3.2.275, the Accessory Dwelling Unit (ADU) process is intended to provide the opportunity to add accessible and affordable units to existing neighborhoods and new residential areas; provide the flexibility to accommodate changes in household size or composition over the course of time, allowing for intergenerational living and on-site caretakers or assistants; make efficient use of residential land; and fit into the neighborhood while maintaining stability and property values. 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 RequinementsChecklisthave been submitted. • Applications missing required items will not be accepted for submittal. • An application is not 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. 2. City Staff Review the Application and Issue a Decision • This is a Type 1 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 target date for issuance is 30 days. • The decision issued is the final decision of the City and may not be appealed. 3 Revised 20.07.2022 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. ❑ Application Fee - Refer to the Deve/opmentCode fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. The applicable application, technology, and postage fees are collected at the time of complete application submittal. ❑ Accessory Dwelling Unit Application Form ❑ Narrative A separate written response how the Accessory Dwelling Unit meets the required Development and Design Standards described in SDC 3.2.275(F) and (G). ❑ One (1) Copy of a Plot Plan, Floor Plan, and Elevation Drawings demonstrating compliance with the Submittal Requirements and the Design and Development Standards listed below. ❑ Submittal Requirements: ❑ 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 ❑ The proposed accessory dwelling unit and its relation to the property lines ❑ The primary dwelling and other structures on the lot or parcel including fences and walls ❑ Existing and proposed trees and landscaping ❑ Lot or parcel area and dimensions, percent of lot or parcel coverage, building height, entrance locations; location of utilities and meters, curb cuts, sidewalks (public and private) and off-street parking area ❑ Stormwater destination and/or facility ❑ A detailed floor plan of the accessory dwelling unit, drawn to scale with labels on rooms indicating uses or proposed uses ❑ Development Standards: An accessory dwelling unit must meet the following standards: ❑ Must meet all applicable clear and objective standards in SDC 3.2.275 that apply to the primary dwelling including, but not limited to setbacks, height, lot or parcel coverage ❑ Must contain a kitchen, bathroom, and sleeping area that are completely independent from the primary dwelling ❑ Must not exceed 800 square feet or the size or the square footage of the primary dwelling (exclusive of the garage for the primary dwelling) whichever is less. ❑ Must have an entrance that is separate from the entrance to the primary dwelling ❑ A hard surface walkway, a minimum of three feet wide, must be provided from the primary entrance of the accessory dwelling unit to the street or walkway serving the primary dwelling ❑ Each dwelling unit must have its own address ❑ Outdoor storage and garbage areas must be screened from view from adjacent properties and those across the street or alley with a minimum 42 -inch tall 100 -percent sight obscuring fence or enclosure on at least three (3) sides ❑ If a manufactured home or a towable structure (that is permitted, inspected, and approved by the local authority having jurisdiction) is brought to the site as an accessory dwelling unit, it must have its tongue and towing apparatus removed 4 Revised 20.07.2022 Design Standards. A Type 1 accessory dwelling unit within or attached to the main dwelling must match the primary dwelling. A newly constructed detached Type 1 accessory dwelling unit must match the primary dwelling or meet the clear and objective standards. Conversion of a structure permitted under SDC 4.7.105(A) to an accessory dwelling unit is not required to meet the design standards and may be approved under a Type 1 procedure; however, exterior alterations such as those necessary to meet building codes must meet relevant design standards below (match primary dwelling or meet clear and objective standards). Match Primary Dwelling. An accessory dwelling unit may be approved under Type 1 procedure if it meets the following design standards except that these standards may be altered when necessary to meet current fire or building codes: ❑ Exterior finish materials must be the same as or visually match those of the primary dwelling in terms of type, size, and placement. ❑ Roof pitch must be the same as the predominant roof pitch of the primary dwelling. ❑ The trim around the doors and windows must be the same type and finish as the primary dwelling. ❑ Windows must match those of the primary dwelling in terms of proportion (height and width ratio) and orientation (vertical vs. horizontal). ❑ Eaves must project from the accessory dwelling unit addition the same distance as the eaves on the primary dwelling. Meet Clear and Objective Standards. A detached accessory dwelling unit may be approved under Type 1 procedure if it meets the following design standards: ❑ Only non -reflective siding and roofing materials are allowed. ❑ Minimum roof pitch is 3 in 12. ❑ Eaves must project from the accessory dwelling unit at least one foot on all elevations. ❑ The primary entry must have a covered or roofed entrance with a minimum depth and width of three feet. Non -Conforming Lot or Parcel Sizes ❑ Accessory dwelling units are not permitted on lots/parcels that do not meet the applicable minimum lot or parcel size stated in SDC 3.2.215. Prohibited Use ❑ Mobile homes, recreational vehicles, motor vehicles, and travel trailers cannot be used as an accessory dwelling unit. Manufactured Homes and towable structures that are permitted, inspected, and approved by the local authority having jurisdiction are allowed. Revised 20.07.2022 LOT COVERAGE AREAS EXISTING HOUSE 7205Q.Ff. EXISTNG GARAGE 384 SOFT. EXISTING COVERED AREA TOTAL 1104 SQ.FT. PROPOSED ADU 720 SO. FT. PROPOSED COVERED AREA TOTAL 1824 SQ.FT. LOT AREA 8195.37 SQ. FT. 22% WVERAGE Map and Taelat Number 1703274201301 wa knR"+4 a onyx CUSTOM A a seo. n w lilU RAINBOW AmNe N. Gr. Nla[ I.wO ns.rm SITE PLAN 24' r- 5' 8' B CONC. PAD 3.1 ---VENT--- — VENT - VENT C S ACCESS ----------�----- -------------I-------------,I — — — — — — — ------I �Q----------- 3/4"FLOOR DECKING 1 i DO9.1/2" TJI MOOR JOISTS Z-------------- rJoQ----------- y RIM JOIST til I _ _ _ 3/4" FLOOR DECKING _ _ ¢ Of _ 3/4" FLOOR DECKING _ I 9.1 2 TJI FLOOR JOISTS — m 8.1 2 TJI FLOOR JOISTS 6 Ma vAPOR BARRIER `-fFCo 1 t — OR EQUIVALENT O.C_-- 0__ — OR EQUIVALENT 16_0_C_ -- /nom FOUNDATION DETAIL A 1 1------------ _ _ X I I r A -------------- -= I _--- I--------------F--------- I --------------I 1 1/2" DIA. ANCHOR BOLTS z11 l AT 48"o.c. MAX. & WITHIN �1-------------- 12" OF BOARD ENDS, TYP. -------------I 1 I - I I I I 1 1 3/4" FLOOR DECKING -------------- 9.LM/ RIMJOIST 1f TJI FLOOR JOISTS - - - - - - - - - - - - - 1 4" CONCRETE SLAB1 �UUUU FOUNDATION DETAIL B ---3/4'_ELQOFZ_DECKING_--- W/#4 BAR 024" O.C. E.W. t /� 1 1/2"_t' -o• zI 9.1/2" TJI FLOOR JOISTS 1 OR EQUIVALENT 016" D.C. --------------II NOTES: t 0 PROVIDE 18'x24' FOUNDATION ACCESS, VERIFY LOCATON WITH ORWR. — 0 PROMDE (1) SOFT OF F(WNDATIW VENTING FOR EACH HXN SOFT OF t I CRAWL SPACE AREA. USE 10'X8' VENTS W/ MELDED WIRE MESH AS NOTED. IB ARTS MIN. 0 USE METAL FASTENERS AT ALL POST TO FOOTING CONNECTIONS —ZH — — — — — — — — — — — — — — O ALL NAILING TO BE IN COMPWNCE W/2021 ORSC TABLE .02.3(1) I I I I I I L--------------'-------------� ' ---------- --- -- VENT PORTAL FRAME 3' CONC. PAD SEE DETAIL 24' FOUNDATION PLAN 1/4'- 1'-0' SCALE 1/4'= 1'-0' IF PRINTED ON 11'X17` SCALE 1/8'= 1'-0' IF PRINTED ON 22"X34' FOUNDATION NOTES FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REWIRED TO MAINTAIN THE REWIRED DEPTH BELOW THE FINAL GRADE. SOL BEARING PRESSURE ASSUMED TO BE 1500 PSE. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4' GRANULAR MATERIAL COMPACTED TO 9M CONCRETE: SLABS ON GRADE 2.500 PSI. -BASEMENT WALLS & FOUNDATONS EXPOSED TO WEATHER: 3.000 PSI. -PORCHES, STEPS, CARPORT SUBS EXPOSED TO WEATHER: 3,500 PSI. ( AS PER V.B.C. APPENDIX CHPL 26, TABLE A -26-A) CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT. (MAXIMUM) INTERVALS EA WAY. CONCRETE SIDEWALKS TO HAVE 3/4 IN TOOLED JOINTS AT 5 FT. (MINIMUM) O.C. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED WIRE MESH TO BE A-185. COVER ENTIRE CRAWLSPACE WITH 6 MIL BLACK 'MSOUEEN' AND EXTEND UP FDTN WALLS TO P.T. MUDSILL ALL WOW IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED NRH 55" ROLL ROOFING. PROVIDING A 4 IN. DIA. PERFORATED DRAIN TLE BELOW THE TOP OF THE FOOTING (BEE BUILDING SECTONS). w rz LIB W/MWN ...r 1' PYVACRD FILL _.y. F44nx4 ro Iw w wwmTwm mL 'I° M CpPM`IF9 SIJO w wlpl I N x -M, Iz # SLAB SECTION 1/2' -I' -D' I9'z uxlm oMgMa rmtfp AI=T.AxB w+x T Nc ac /1 eM CfMIMY16 NT lw 6 BONfY 6'WxwE+E TnA Wu i....i. '. �; 1. 'LPW t4'•. Iz w e xN, vMM BiMA. ••' W4 1C OiIBI?MS NLiH1 :.. A. w T PEPi. f00TM0 YR +z wwx ro Mi... BVIHPr FOAX N BE w WVN9NMf➢ V A. M OWP1C1[0 SIfO w A+4 X HWM 7� VA At PIS FOUNDATION DETAIL TYPICAL 30' 24' -4'—{-3-1-0—r'3S4 0-6/8 PATIO DOR 8T r _ _ a z/s 3 S-8' 6-"r Q 6 © ,KITCHEN 8' DINING BAT ' 6" 8' 2' 3/0 -6"TUB/SHOW R S-4" REEF -4" HEATED LIVING AREA 2/6 458 SOFT. CLOSET LIVING W/D J lH 1'-2" GARAGE 8/0-7/0 GARAGE DOOR (----------� I I I I I I I I � I I � I � I I 2'-3" i 8' FIRST FLOOR PLAN HEATED LIVING AREA 458 SQ.FT. 1/4'= V-0- 2'-3" W_9. RAVING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE DBL 2X6 HEADERS LUMBER : A. POSTS, BEAMS, HEADERS NO.2 OR BTR JOISTS AND RAFTERS B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. C. STUDS STUD GRADE D. PLYWOOD SHEATHING 7/16° OSB, OR EOUIV E. GLU—LAM BEAMS FLO-2400, DRY ADH. F. ROOF SHEATHING 19/32' OSB OR EOUIV NAILING SCHEDULE: FASTENING METHODS PER R602.3(1) AND R602.3(2) SOLE PL TO JOIST 16D O 16 FACE NAIL TOP PL TO STUDS 2-16D END NAIL STUD TO SOLE PL. 4-80 TOE NAIL OR 2-16D END NAIL DOUBLE STUDS 16D O 16 FACE NAIL DOUBLE TOP PL. 16D O 16 FACE NAIL CONTINUOUS HEADER 2 PC 16D O 16 EDGE NAIL CLG JST. TO PL. 3-80 TOE NAIL CLG. JST, LAP OVER PL. 3-16D FACE NAIL CLG. JST, TO RAFTER 3-16D FACE NAIL RAFTER TO TOP PL. 3-813 TOE NAIL BUILT—UP CORNER STUDS ISO O 24 FACE NAIL PLY WALL&ROOF SHEATHING BD O 6 EDGE NAIL BD O 10 INTERIOR TOP PL. AT INTERSECTIONS 2-16D FACE NAIL 1 X 6 SPACED SHEATHING 2-813 FACE NAIL NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT DOUBLE 2X6 TOP PLATE RIGID INSULATIONS , ER / I `2(TYP)L KING 65N0DER HEADER DETAIL FIRST FLOOR HEATED LIVING AREA 458 SOCrane Drafting & Design ADU ADDITIONFT. 1125 58th. St. #14 1601 RAINBOW DR. SECOND FLOOR HEATED LIVING AREA 340 SQ.FT. Wngfield Or. 97478 Springfield, OL 9747, TOTAL LIVING AREA 798 SQ.FT. PHONE (541) 543-3302 FIRST FLOOR PLAN SCALE 1/4'= 1'-0° IF PRINTED ON 11°XI7- B RDC 4 SCALE 1/8"= 1'—O° IF PRINTED ON 22'X34° 1/4°= 1'-0° 1 a. SECOND FLOOR PLAN HEATED LIVING AREA 340 SOFT. 24' HEADER HEADER ATTIC CLOSET p Arnc ACCf95 p d BEDROOM a' 0I� it I p M N m I I I F5 I I I I I I -�i0 I I < 9' w S 0' 0 17' 3C � 2/6 rn HE�oER BEDROOM 8' 4 19'-8" ---4 1 1 D 13 --CLOSET ATTIC 6'-6° li I I DBL 2X12 + 24' II I i SECOND FLOOR PLAN HEATED LIVING AREA 340 SOFT. SECOND FLOOR FRAMING I/a•= 1'-D' SCALE 1/4'= 1'-O' IF PRINTED ON I1-XIr SCALE 1/8'= 1'-0' IF PRINTED ON 22'X34' 24 HEADER HEADER I I I I I 0I� it I N m I I I F5 I I I I I I -�i0 I I < 9' w S 13'-8" oo� WALL-L---_I_-- HE�oER II G��I I I ;II I I I I Ilia I I I ;li I II I I I ---4 1 1 li I I DBL 2X12 II I i I I ,I I I I I I II I I I ;II I pl I I I 11 1 1 1 11 lqk I I I I II I I I ;I i Q I I I I w W -10";I "F0 I I I I I w 21 II I I I QjD`� II i I I �;Ii I I I I I low I ISG ;Ii I I I I I IIS I I O� ,li I I I I I IlI��G\I ,li I o DEL 2x12 4'-6" —3'- L11"I I 1 ;1 1 1 1 1 1 II HEADER HEADER 3.1/2" X 11.7/8" LSL HEADER 24' SECOND FLOOR FRAMING I/a•= 1'-D' SCALE 1/4'= 1'-O' IF PRINTED ON I1-XIr SCALE 1/8'= 1'-0' IF PRINTED ON 22'X34' ROOF PLAN 1/4"= 1'-0' ROOF VENTING 2%12 SCREENED VENTS 0 6'-0" O.C. AT EXISTNG ROOF AND SOFFIT VENTS AS REQUIRED PER ORSC 8806.1. TRUSS FRAMING NOTES 1, TRUSS OE90N ORAMNG SHALL BE ON VIE JDS SITE AND AVAIIFBIE TO TME BUIIMNG INWECIOR AT THE FRAWNO INPECTON (8002.10.1) 2. TN15SE5 SN.LLL BE BRACED IN ACCORDANCE WITH TIE RUM DESIGN ORA'MNGS (8802.10.3) 3. MWES SHALL BE ATTACHED TO SUPP RTXG WALLS BY CONNECTIONS CAPABLE OF RESIBTNG UPL6T NRCES AS SPECIFIED ON THE RUSS DEER DRAMHOB (RwSm.I.0 4. A 2Y % W MINIMUM ATTIC ACCESS OPENING IS REQUIRED (RW]) FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE DEL 2X6 HEADERS END NAIL LUMBER 4—BD A. POSTS. BEAMS, HEADERS NO.2 OR BTR END NAIL JOISTS AND RAFTERS 160 Ole & SILLS, PLATES, BLOCKING NO.3 OR BTR FACE NAIL BRIDGING ETC. 160 0 16 G STUDS STUD GRADE D. PLYWOOD SHEATHING 7/16" OSB. OR EQUIV E. GLU—LAM BEAMS FLO-2400, DRY ADH. F. ROOF SHEATHING 19/32' OSB OR EQUIV NAILING SCHEDULE: FASTENING METHODS PER R602.3(i) AND R602.3(2) SOLE PL. TO JOIST 16D 0 16 FACE NAIL TOP PL. TO STUDS 2-16D END NAIL STILE TO SOLE PL. 4—BD TOE NAIL OR 2-16D END NAIL DOUBLE STUDS 160 Ole FACE NAIL DOUBLE TOP PL. 16D 0 16 FACE NAIL CONTINUOUS HEADER 2 PC 160 0 16 EDGE NAIL CLG JST. TO PL. 3-81) TOE NAIL CLO. JST. LAP OVER PL. 3-16D FACE NAIL CLO. JET, TO RAFTER 3-15D FACE NAIL RAFTER TO TOP PL. 3-81) TOE NAIL BUILT—UP CORNER STUDS 160 0 24 FACE NAIL PLY WALL&ROOF SHEATHING 80 0 6 EDGE NAIL 80 0 10 INTERIOR TOP PL. AT INTERSECTIONS 2-16D FACE NAIL 1 X 6 SPACED SHEATHING 2-8D FACE NAIL NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT COMPOSITON ROOFING W/ 15p FELT OVER 19/32" A.P.A. RATED SHEATHING ENG. TRUSSES 0 24" O.C. CARDBOARD BAFFLE TO PROVIDE 1" MIN. CLEARANCE � SIMPSON H-1 OR EQUAL 1x6 FASCIA 80. GUTTER & DOWNSPOUT R-49 INS ULAT0 5/8" GYP. BDL//v2x 2X12 SCREENED VENTS DBL. 2. TOP PLA0 6'-0" O.C. 1/2" GYR-21 INSULATION STUDS 0 16" O.C. EAVE DETAIL 1/2 = 1'-0 SCALE 1/4"= 1-0" IF PRINTED ON 11"X17' SCALE 1/8'm 1-0' IF PRINTED ON 227X34' Crone Drafting & Design ADU ADDITION 1125 Sell. St. g14 1601 RAINBOW DI SpdngEeld 01. 97476 Springfield, Or. 9 PHONE (541) 543-3302 ROOF PLAN M rswsWn aY 93E WARN BF. VRI RDC WEST ELEVATION NORTH ELEVATION 1/8'= f-$ 1/8°= 1'-0' EAST ELEVATION 1/8'= I-V 11111 11E] ------------------------- -------------------------- IF] 0 =� 0 SOUTH ELEVATION 1/O.= 1'-0. I. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WTH OWNER BEFORE COMMENCING WORK. ALL DESIGN SHALL COMPLY WITH CURRENT REGULATIONS OF 2021 MSG AND ANY OTHER APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS. 3. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SHALL NOTIFY CRANE DRAFTING & DESGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 4. ALL INTERIOR NON -LOAD BEARING WALLS MAY BE MOVED AS NEEDED. DURING CONSTRUCTION. IF A NEW ROOM OR USE IS CREATED. IE: DINING ROOM TO BEDROOM, A REVISED FLOOR PLAN WILL BE REWIRED S THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. INCLUDING SEPTIC LOCATION. PRIOR TO CONSTRUCTION. 6. DIRECT ALL SURFACE RUN-OFF WATER AWAY MOM FOUNDATIONS AND AWAY FROM SLUFF EDGES SCALE 1/8°= 1'-0° IF PRINTED ON 11'X17" SCALE 1/4`= 1'-0' IF PRINTED ON 2YXW MidOR FULL It. W11.L W/ NIX0 ,4WCNNL XCUMn To scem ALIXWIG M. RIFER N ftAN�/IYI. SIAW J' Po2 4411RC10"Q1-'15> M1N FlASi RNW LEWL nu RUR / MIN, IU -V "x/ W2 a ST (11W per mw) 51PoKKFR 0 I ax mm. STAIR DETAIL 1/8"= 1'-0" COMPOSITION ROOFING W/ 158 FELT OVER 19/32" A.P.A. RATED SHEATHING ,ENG. TRUSSES 0 24" O.C. —CARDBOARD BAFFLE TO PROWDE 'A- FOUNDATION m FOUNDATION DETAIL TYPI 1/2--l-a- DETAIL PORTAL FRAME 1/4" m 1"-0" II.Avs Pa.4 PF ivu YoiN a�Pca-L°Ainmu�°x n :'xs�l°1ac"KKOw m 14M RCOS O/° NM. Mxe cnim m'oeP�m ua.�roR'iDFewn°wNx arra z rta P�unxOmi (e¢ Xort 81 WlM[ BOIICM M1E KIPZdiNI Ot PoIM I[WPFYpIi. MNP1l1Ra a NOXA �YPo�RR� m1M NiA rw'aaWnAMTOX NALL (u Mors q z-1/AaraRKa �wEn sera mNxscmze MwiMBw1®1 N�pry. M i0°IIX° viai 00mna. eAa wnr '6xnro"Dzy.31P"�°�iRw�mi°s'''Px`r wx. w) SECTION 1/8"= 9'-0" DOUBLE 2X6 TOP PLATE---. RIGID INSULATION R-10 OBL 2X6 HEADER 2X NAILER (TYP) KING SND HEADER DETAIL NTS z rxe caY wzr en ,y wrtRArsemm rRa eY1rw wu, Ewm Y/sr cox wswro sa mamw m R u tae xNxs s r oG n. YNPrr Q�ARLR IPiIY n°noaun°X n n n n n n n n n �,o'x"uaal"uu 1� °wrsri`A4c ego u°wt'c'nc°RMrs - 1vG,'•i mMl°s'�R a rawmxaauw e vu�°aau. nis.RN"xrXM1Y a - VM¢! xWER PMNs INTERIOR R-ZI VMLL MAV. . .IX°AAMNI 18" MIN. CRAWLS, .&E .Ym emA.uo Rem coma i mz amao xwa se -o -ac. EXTERIOR - w saw ro cola mzrac Y,eaw aRrr, uixso P, om wu aRAnow, a ewAc s was a e•sac,r n (IVNZY 1 � al. ML9) eons, Mrs e m vuwA eAa,sR � 8" �w P.i. uYM1 a x°x-m,wlKsseie us TYPICAL WALL SECTION SCALE 1/4"= V -D" IF PRINTED ON ll -)(W SCALE 1/8 1'-0" IF PRINTED ON 22"X34" Crane Drafting & Design I ADU ADDITION 1125 58th. SL p14 1601 RAINBOW DR. Springfield D, 97478 Springfield, Or. 97� PHONE (541) 543-3302 SECTIONS & DETAILS 43[ — BY: °RL w REV B ROC 8 SIMPSON H-1 OR EQUAL 1x8 FASCIA BD. GUTTER & DOWNSPOUT R-49 INS TIC 5/8" GYP. BD. 2X12 SCREENED VENTS DBL. 2. TOP PLATE0 6'-0" O.C. 1/2" GYP. BD, R-21 INSULATON 2x STUDS B 16" O.C. EAVE DETAIL 1/2"s V -Q. 'A- FOUNDATION m FOUNDATION DETAIL TYPI 1/2--l-a- DETAIL PORTAL FRAME 1/4" m 1"-0" II.Avs Pa.4 PF ivu YoiN a�Pca-L°Ainmu�°x n :'xs�l°1ac"KKOw m 14M RCOS O/° NM. Mxe cnim m'oeP�m ua.�roR'iDFewn°wNx arra z rta P�unxOmi (e¢ Xort 81 WlM[ BOIICM M1E KIPZdiNI Ot PoIM I[WPFYpIi. MNP1l1Ra a NOXA �YPo�RR� m1M NiA rw'aaWnAMTOX NALL (u Mors q z-1/AaraRKa �wEn sera mNxscmze MwiMBw1®1 N�pry. M i0°IIX° viai 00mna. eAa wnr '6xnro"Dzy.31P"�°�iRw�mi°s'''Px`r wx. w) SECTION 1/8"= 9'-0" DOUBLE 2X6 TOP PLATE---. RIGID INSULATION R-10 OBL 2X6 HEADER 2X NAILER (TYP) KING SND HEADER DETAIL NTS z rxe caY wzr en ,y wrtRArsemm rRa eY1rw wu, Ewm Y/sr cox wswro sa mamw m R u tae xNxs s r oG n. YNPrr Q�ARLR IPiIY n°noaun°X n n n n n n n n n �,o'x"uaal"uu 1� °wrsri`A4c ego u°wt'c'nc°RMrs - 1vG,'•i mMl°s'�R a rawmxaauw e vu�°aau. nis.RN"xrXM1Y a - VM¢! xWER PMNs INTERIOR R-ZI VMLL MAV. . .IX°AAMNI 18" MIN. CRAWLS, .&E .Ym emA.uo Rem coma i mz amao xwa se -o -ac. EXTERIOR - w saw ro cola mzrac Y,eaw aRrr, uixso P, om wu aRAnow, a ewAc s was a e•sac,r n (IVNZY 1 � al. ML9) eons, Mrs e m vuwA eAa,sR � 8" �w P.i. uYM1 a x°x-m,wlKsseie us TYPICAL WALL SECTION SCALE 1/4"= V -D" IF PRINTED ON ll -)(W SCALE 1/8 1'-0" IF PRINTED ON 22"X34" Crane Drafting & Design I ADU ADDITION 1125 58th. SL p14 1601 RAINBOW DR. Springfield D, 97478 Springfield, Or. 97� PHONE (541) 543-3302 SECTIONS & DETAILS 43[ — BY: °RL w REV B ROC 8 FIRST FLOOR ELECTRICAL PLAN 1/4'= V-0' ELECTRICAL SYMBOLS Il�r DUPLEX OUTLET $ F =W.P. WEATHERPROOF OUTLET i� 220 VOLT OUTLET AS REQ'O. GROUND FAULT INTERRUPT 00 a© KITCHEN DINING BAT S° I REF TUB/SHOWER CEILING LIGHT FIXTURE WALL LIGHT FIXTURE RECESSED CEILING LIGHT FIXTURE ( [W/D]S Q SMOKE DETECTOR 110V W/ BATTERY BACKUP HEATED LIVING AREA CARBON MONOXIDE ALARMS required per R315. ® 100 CFM EXHAUST FAN (V.T.O.) 458 SOFT. TELEPHONE JACK INDIVIDUAL STYLE HEATER GARAGE 220 VOLT (SEE SCHEDULE) LIVING FLUORESCENT LIGHT FLOOD LIGHT ® I I I I I I I I I I I I I I FIRST FLOOR ELECTRICAL PLAN 1/4'= V-0' ELECTRICAL SYMBOLS Il�r DUPLEX OUTLET $ FLOOR DUPLEX OUTLET =W.P. WEATHERPROOF OUTLET i� 220 VOLT OUTLET AS REQ'O. GROUND FAULT INTERRUPT 00 SPECIAL DUTY RECEPTACLE S SWITCH S° THREE WAY SWITCH CEILING OUTLET CEILING LIGHT FIXTURE WALL LIGHT FIXTURE RECESSED CEILING LIGHT FIXTURE ( EXTERIOR LIGHT FIXTURE Q SMOKE DETECTOR 110V W/ BATTERY BACKUP ® CARBON MONOXIDE ALARMS required per R315. ® 100 CFM EXHAUST FAN (V.T.O.) QT TELEPHONE JACK INDIVIDUAL STYLE HEATER 220 VOLT (SEE SCHEDULE) FLUORESCENT LIGHT FLOOD LIGHT ® THERMOSTAT EMERGENCY LIGHT W/ BATTERY BACKUP ® ELEC PANEL SCALE 1/4"= 1'-0' IF PRINTED ON 11'Xt7- SCALE 1/B'= 1'-0' IF PRINTED ON 42'X34' SECOND FLOOR ELECTRICAL PLAN 1/4"= 1'-O° ELECTRICAL SYMBOLS 0 DUPLEX OUTLET 3TE FLOOR DUPLEX OUTLET aW.P. WEATHERPROOF OUTLET 1&- 220 VOLT OUTLET AS REQ'D. 1@O.F.I. GROUND FAULTINTERRUPT 100 SPECIAL DUTY RECEPTACLE S SWITCH S. THREE WAY SWITCH �} CEILING OUTLET WA CEILING LIGHT FIXTURE WALL LIGHT FIXTURE RECESSED CEILING LIGHT FIXTURE [ EXTERIOR LIGHT FIXTURE Q SMOKE DETECTOR 110V W/ BATTERY BACKUP © CARBON MONOXIDE ALARMS required per R315. ® 100 CFM EXHAUST FAN (V.T.O.) QT TELEPHONE JACK INDIVIDUAL STYLE HEATER 220 VOLT (SEE SCHEDULE) FLUORESCENT LIGHT FLOOD LIGHT CD THERMOSTAT p"p EMERGENCY LIGHT W/ BATTERY BACKUP ® ELEC PANEL SCALE 1/4'= 1'-D' IF PRINTED ON 11'X17' SCALE 1/B"= 1'-0" IF PRIMED M 22"X34" ATTIC G O BEDROOM _U 0 BEDROOM ATTIC SECOND FLOOR ELECTRICAL PLAN 1/4"= 1'-O° ELECTRICAL SYMBOLS 0 DUPLEX OUTLET 3TE FLOOR DUPLEX OUTLET aW.P. WEATHERPROOF OUTLET 1&- 220 VOLT OUTLET AS REQ'D. 1@O.F.I. GROUND FAULTINTERRUPT 100 SPECIAL DUTY RECEPTACLE S SWITCH S. THREE WAY SWITCH �} CEILING OUTLET WA CEILING LIGHT FIXTURE WALL LIGHT FIXTURE RECESSED CEILING LIGHT FIXTURE [ EXTERIOR LIGHT FIXTURE Q SMOKE DETECTOR 110V W/ BATTERY BACKUP © CARBON MONOXIDE ALARMS required per R315. ® 100 CFM EXHAUST FAN (V.T.O.) QT TELEPHONE JACK INDIVIDUAL STYLE HEATER 220 VOLT (SEE SCHEDULE) FLUORESCENT LIGHT FLOOD LIGHT CD THERMOSTAT p"p EMERGENCY LIGHT W/ BATTERY BACKUP ® ELEC PANEL SCALE 1/4'= 1'-D' IF PRINTED ON 11'X17' SCALE 1/B"= 1'-0" IF PRIMED M 22"X34"