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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/20/2021Accessory Dwelling Unit OWNER: Mike and Myrna McCarthy- 255 49th Place- Springfield, OR 97478 - (619)729-9701 I (e) Trees (Typ.)__X ' Electric i Meter t� (e) Garbage and Reryde Area 5-6 (e) Setback y-r—r (e) EL.- 490' to Fin Grade - 490' (e) Fence ±auv sq. n, Inuu max.f Auu as per Springfield Development Code, 5.5-125 Deveopment Standards C Separate Outside Entrance as per Springfield Development Code, 5.5-125 Deveopment Standards D Gate J rba,k, yard, (a Wa e) WatMinimum 3 feet wide walkway as per er / Q Springfield, Development /� 0 0o Meter 5.5-125 Deveopment Standards D / def EL.- 490' S 49th PLACE I (e) DRIVEWAY can accommodate 9'x18' ADU ON -STREET PARKING as per Springfield, Development Code, P[ 5.5-125 Development Standards F.1 (p) SITE/ d fiaD ROOF PLAN s c a I e : 1" = 20' - 0" when printed on 24; PROJECT SCOPE • Construction of new Accessory Dwelling Unit. • Proposed Bathroom contains 3 New Fixtures: (1) Water Closet, (1) Lavatory, (1) Shower. • Proposed Kitchen has 3 New Fixtures: (1) Kitchen Sink, (1) Dishwasher, (1) Washer • Heating and Cooling for Proposed Bedroom shall be supplied by Ductless Heat Pump. • ADU to match existing Primary Dwelling as per Springfield Development Code; Chapter 5;Section 5.5-130 Design Standards; A. Match Primary Dwelling... GENERAL NOTES GENERAL CONTRACTOR TO VERIFY ALL FIELD CONDITIONS & DIMENSIONS PRIOR TO PROVIDING MATERIAL & EQUIPMENT, INSTALLATION, FABRICATION, AND ALL CONSTRUCTION. COMPLY WITH ALL APPLICABLE LAWS & CODES. Verify all finish materials, styles, colors, appliances and fixtures, as well as window, door, and cabinetry locations with owner. Contractor responsible for verifying compatibility of all lumber and metal hardware and providing corrosion resistance as necessary. for 'Simpson' wood construction connectors, stainless steel or 'ZMAX' coating recommended. Install as per manufacturer's specifications. Verify all fasteners are compatible w/ all connectors (i.e. when using stainless steel connectors, use stainless steel fasteners, when using ZMAX/HDG galvanized connectors, use fasteners that meet or exceed the standards of ASTM A153. APPLICABLE CODES 1972 The Lane Code w/ Updates (LC) 2017 Oregon Residential Specialty Code (ORSC) 2017 Oregon Electrical Specialty Code (OESC) 2014 Oregon Fire Code (OFC) BUILDING + ZONING DATA TAX MAP: LOT #: SITE AREA ZONED: OVERLAY ZONE: FLOOD ZONE: CONSTRUCTION: NEIGHBORHOOD: 1702 33 33 01789 ±0.23 acres/ 10,019 sf L- Low Density Residential D- Commercial Mixed Use X- Area of minimal flood hazard V -B URBAN D GRADE THURSTON LOT COVERAGE 1,891 sf (HOUSE & ADU) / 10,019 sf (SITE AREA) = ±19 percent BUILDING AREAS (e) PRIMARY DWELLING (heated) ................................. ±1430 sf (p) ACCESSORY DWELLING UNIT .................................. ±461 sf (p) TOTAL AREA (ADU,heated)..................................... ±370 sf (p) ROOF (ADU)......................................................... ±609 sf TAXMAP# 17-02-33-33 LOT #01789 L L H v z z MAIN STREET L S I T E v A s t e r a g 0 S[ r e e[ p a L vCamellia Street � 11^\I D a i s y VICINITY MAP n o s c a l e: for reference only S [ r e e [ PROJECT TEAM ARCHITECTURE Willard C. Dixon Architect, LLC Attn: Will Dixon, AIA 753 W. 5th Avenue Eugene, OR 97402 PHONE: 541-689-3548 EMAIL: wcdCawillardcdixon.com STRUCTURAL ENGINEER WoodChuck Engineering Attn: Allen D. McCoin 3028 Gateway Loop Springfield, OR 97477 PHONE: 541-556-1032 OWNER Mike and Myrna McCarthy 255 S. 49th Place Springfield, OR 97478 PHONE: (619) 251-9701 GENERAL CONTRACTOR Parker & Lee Inc. CCB #183231 Attn: Clyde Parker 26945 Pickens Road. Eugene, OR 97402 PHONE: 541-543-4409 SHEET INDEX Al I (p) SITE PLAN / VICINITY MAP / NOTES A2 (p) FLOOR PLAN and STRUCTURAL PLANS (ADU) A3 (p) EXTERIOR ELEVATIONS/ DOOR and WINDOW SCHEDULES (ADU) McCarthy Accessory Dwelling Unit M o_ E a) M O C u 0 C CO X O L Ol T M a Ln O 00 m OR 3 OR M m Ln it D Ln U Ot Ill Ln Lw Lli L Z 3 LL 0 Co m O W a 3 F 4—J • U U L r a O J X_ Lu n n 0 �a �Q C CM Z 0 to Z O Q Q _U rU5;Z L LQLL O L 01 J Z ro LU � W U U vi �LU - U Ln�'0 Ln arx fV © 2021 WILLARD C. DIXON Architect, LLC d fiaD � C. =N Ln O � o m ago 'n tEON 'O .. O McCarthy Accessory Dwelling Unit M o_ E a) M O C u 0 C CO X O L Ol T M a Ln O 00 m OR 3 OR M m Ln it D Ln U Ot Ill Ln Lw Lli L Z 3 LL 0 Co m O W a 3 F 4—J • U U L r a O J X_ Lu n n 0 �a �Q C CM Z 0 to Z O Q Q _U rU5;Z L LQLL O L 01 J Z ro LU � W U U vi �LU - U Ln�'0 Ln arx fV © 2021 WILLARD C. DIXON Architect, LLC Al N � Q Ln O � o m ago .. O W 0 0 0 Al Outside Face of 2'-0" Stud Wall Framing 26'-0" O.H. RR101 2'-D• o Shaped 2x6 Block between Rafters at Cantilever 2x6 Fascia Outside Face of Stud Wall Framing 2._0" O.H. 12'-O" 00 SHEAR DESCRIPTION WALL/ Vertical 7/16" APA Rated Exterior Structural Sheathing w/ Bid 2x4 Ledger Z m `OF %01� EDGES, 1/2" 0 _-BOLT at 48" ox, 4 A. ryW E \Ali n Top of Lid w/ Top of Sub -deck LLmU 2x4 Ceiling Joist m q 0W w K HOLDOWN N e d at 24" O.C. O m q See MATERIALS by WALL GROUP (page 9/ ADU in (ADU) m D U �3 I \ / O m 0 V O r I \ / w N JF ry �� D n m Z N 0 MAIPQ'SeACE i i i i i i11 LL LL . ¢ ❑ ¢ w w x O 2 d O N Q F K T df N �E m \ D 2x6 e�Eking between \\ RB m Ceiljng Joists (Typ.) \ VLL m Z N a N 0 O D > F ,y0MOL Ow jD N N W DIA 0 3 of O 6 .. 0 D rn O LL w a 0 m III > m ¢ N U ry w 5 I PI 2x6 Fascia .11. 2x6 Fascia U r .o II —Shape 2x8 .o ry LL I� Ridge Board ry LL ge Rafter 2x6 �2Flat 2x6 Lookouts at 24" Barge Raf[2' 2 D" 0 0. H. O.H. Outside Face Outside Face of Column of Column (p) ROOF FRAMING PLAN (ADU) s c a I e : 1/4" = 1' - 0" when printed on 24x18 1 HDi H10' H102 RB10 H104 H105 C (p) SHEAR DESCRIPTION WALL/ Vertical 7/16" APA Rated Exterior Structural Sheathing w/ Bid HEADER/BEAM/ L101 \ Plywood Lid at Closet. Match / `OF %01� EDGES, 1/2" 0 _-BOLT at 48" ox, \\ Plywood Sub -deck at STORAGE. // A. 16d Common Nail SILL PLATE Nailing- 12" E \Ali n Top of Lid w/ Top of Sub -deck LLmU COLUMN/ -16 N p because stud spacing is 16" max. or panel orientation is HOLDOWN N e PLAN m q See MATERIALS by WALL GROUP (page 9/ ADU in (ADU) m D U s c a I e - 1/4" = 1' - 0" when printed on 24x78 O IN CJi 01 2'-0" g. -6y2" 1. F. MAIN SPACE FACE (p) STUD WALL of (p) STUD WALL (p) STORAGE FRAMING PLAN (ADU) s c a I e : 1/4" = 1' - 0" when orinted on 24x18 Ox TAG DESCRIPTION ry O Vertical 7/16" APA Rated Exterior Structural Sheathing w/ Bid WILLARD C. N L101 \ Plywood Lid at Closet. Match / `OF %01� EDGES, 1/2" 0 _-BOLT at 48" ox, \\ Plywood Sub -deck at STORAGE. // A. 16d Common Nail SILL PLATE Nailing- 12" E \Ali n Top of Lid w/ Top of Sub -deck LLmU LL p -16 N p because stud spacing is 16" max. or panel orientation is d D A N e � m q See MATERIALS by WALL GROUP (page 9/ ADU in D D m D U �3 I \ / N N 0 I \ / O r I \ / w N 6LL- Z¢3m fN O ! bRFd to m Z N 0 MAIPQ'SeACE LL LL . ¢ ❑ ¢ w w x O 2 d O N Q F K T df N �E m \ D 2x6 e�Eking between \\ rn m Ceiljng Joists (Typ.) \ VLL m n LL-> N D > mD ,y0MOL Ow jD DIA 0 O 6 Ox CJi 01 2'-0" g. -6y2" 1. F. MAIN SPACE FACE (p) STUD WALL of (p) STUD WALL (p) STORAGE FRAMING PLAN (ADU) s c a I e : 1/4" = 1' - 0" when orinted on 24x18 Ox TAG DESCRIPTION ry O Vertical 7/16" APA Rated Exterior Structural Sheathing w/ Bid WILLARD C. N Nails and 1 3/8" Min. Penetration. 12" ox, in the FIELD and 6" �® `OF %01� EDGES, 1/2" 0 _-BOLT at 48" ox, SUB -NOTES: A. 16d Common Nail SILL PLATE Nailing- 12" E d LLmU LL p -16 N p because stud spacing is 16" max. or panel orientation is d D A N e � m q See MATERIALS by WALL GROUP (page 9/ ADU in D D m D U �3 n N N 0 7 C_ E O r N w N 6LL- Z¢3m fN D 3 m Z N ¢ c EF LL LL . ¢ ❑ ¢ w w x O 2 d O N Q F K T df N �E m \ D `o rn m N m VLL m n LL-> N D > mD ,y0MOL Ow jD DIA 0 O 6 Ox N N O LL ND ❑ �� U p > in ¢ ¢ U N N u Ox LL0 O O 'U O D � j0 O SHEAR WALL NAILING SCHEDULE TAG DESCRIPTION m Vertical 7/16" APA Rated Exterior Structural Sheathing w/ Bid WILLARD C. N Nails and 1 3/8" Min. Penetration. 12" ox, in the FIELD and 6" �® ox, at EDGES. Sheathing is nailed to BLOCKING at all PANEL %01� EDGES, 1/2" 0 _-BOLT at 48" ox, SUB -NOTES: A. 16d Common Nail SILL PLATE Nailing- 12" B. Shear Capacity for current design has been increased to LLmU the value for 15/32" sheathing with some nailing Q because stud spacing is 16" max. or panel orientation is o3A horizontal. See SDPWS T4.3A Note 2 and IBC T2306.3 e Note d. C. See MATERIALS by WALL GROUP (page 9/ ADU in Structural Calc's.) for more information. ADDITIONAL SHEAR WALL NOTES • BLOCK all PANEL EDGES of SHEAR WALLS as Noted; Where PANEL EDGE does NOT Fall On a STUD or PLATE, BLOCKING may be 2x4 or 2x6 FLAT to SHEATHING. • Wall Studs at 16" ox, (Typ. U.N.OJ. • Bid Nails: 0.131"x2 1/2" (Alternative: Galvanized 0.113"x2 1/2"), 13/8" (Min.) Penetration • ANCHOR BOLTS not ATTACHED to HOLDOWNS REQUIRE 3" x 3" x .229" WASHERS, Unless Noted Otherwise. • VERIFY MINIMUM 1/2" ANCHOR BOLTS w/ MIN. 7" EMBEDMENT at 72" ox, (Typ. U.N.O.) • (2) 2x at PANEL EDGES nailed together w/ (2) 16d at 6" o.c. 111 • • • . SY2 '0040 m WILLARD C. N •'rr �® r • All HEADERS to be 4x8 DFu2 U.N.O. • EACH END of HEADER to BEAR on (1) 2x TRIMMER U.N.O. LEDGER SCHEDULE • All bars to be 3" clear from bottom of footing. • All bars to be EVENLY SPACED, unless noted otherwise. • Except where otherwise protected from frost, Foundations shall be extended below the frost line of the locality, but not less than 12" below finish grade. D SY2 '0040 m WILLARD C. N AE I I I I I I (p) 9 ,/2" TJI Blocking I between Floor Joists I I I I I I I (p) PT 2x6 CRIB WALL, I Align Studs w/ TJI's. Min 16" I I NEm %01� OF up' o LL LLM LLmU • All HEADERS to be 4x8 DFu2 U.N.O. • EACH END of HEADER to BEAR on (1) 2x TRIMMER U.N.O. LEDGER SCHEDULE • All bars to be 3" clear from bottom of footing. • All bars to be EVENLY SPACED, unless noted otherwise. • Except where otherwise protected from frost, Foundations shall be extended below the frost line of the locality, but not less than 12" below finish grade. D SY2 '0040 m WILLARD C. N AE I I I I I I (p) 9 ,/2" TJI Blocking I between Floor Joists I I I I I I I (p) PT 2x6 CRIB WALL, I Align Studs w/ TJI's. Min 16" I I NEm '° OF up' o LL LLM LLmU O Q O o3A 0 e 3 f D U �3 ._..........., N N 7 C_ E O r N N LL = O. F. of Stud Wall Framing 26'-0" 10'-134" 13'-11y8" Cantilevered Bay 91-1" 512" 5Y2" g.-234" 11 5'-OY2" (P) WOW 4.-DY2" equal (P)WDW. equal B A 7 s0 A9 A\ (p) STORAGE above Beam above BATHROOM I O m n ? n wC O Q 3 m now ® 00 O m U Ref./ Dryer/ a a N MAIN SPACE Upper us 2'-0" 1m 3y2" Line of STORAGE Loft above FRONT PORCH Wootl COlumn 1 (TYP. at 2 2 places) Concrete Steps W-15" (See Foundation Plan) (P)WDW. 13'-D" O. F. of Stud Wall Framing E (p) DOOR OPN'G./ FRONT PORCH/ STEPS/ PORCH ROOF B A9 rN O. F. of Stud Wall Framing 4.-6" 13'-O" (P) WDW. JA O. F. S[ ud Wall Framing mingng A9 (p) FLOOR PLAN (ADU) N\} s c a I e : 1/4" = 1' - 0" when printed on 24x18 ro w ~ J / LLN¢ o a3 nZ or i -6f ❑ wZUoD M o¢O"O .10- J - NO 2'-O" FJ101 (p) 8"x16"x8" CRAWLSPACE VENT, (Typ. at 4 Places) as per ORSC R408.1; Provide WELLS Necessary (Se CH Foundation Note i) H r ------- I HDI I I F24 2'-O" FJ10 1 1/4" x 9 1/2" Timberstrantl LSL Rim eoartl SY2 '0040 DCN WILLARD C. N I I I I I I (p) 9 ,/2" TJI Blocking I between Floor Joists I I I I I I I (p) PT 2x6 CRIB WALL, I Align Studs w/ TJI's. Min 16" I I NEm OF up' N OLLC N LLmU � Q O o3A 0 0 � f D U ._..........., oN c✓I 7 C_ E r `o iO LL LL = D 3 N N `m Egress p d \ D BB O N C O A U' n Z Ot �Z mD ,y0MOL Ow ❑ m 0 O 6 3 O LL p ❑ U p > N N Q O D � C L E N OLL LL q 3 0 Va N in a°'n dZZ "❑3 m N LL " " a 4.-6" 13'-O" (P) WDW. JA O. F. S[ ud Wall Framing mingng A9 (p) FLOOR PLAN (ADU) N\} s c a I e : 1/4" = 1' - 0" when printed on 24x18 ro w ~ J / LLN¢ o a3 nZ or i -6f ❑ wZUoD M o¢O"O .10- J - NO 2'-O" FJ101 (p) 8"x16"x8" CRAWLSPACE VENT, (Typ. at 4 Places) as per ORSC R408.1; Provide WELLS Necessary (Se CH Foundation Note i) H r ------- I HDI I I F24 2'-O" FJ10 1 1/4" x 9 1/2" Timberstrantl LSL Rim eoartl Center (p) CRAWLSPACE VENT in Floor FRONT Joist Space (Typ.) L L Fib 2 (p) COLUMN/ 4'-3Y4" 234" to O.F. of FRONT PORCH/ STEPS , E (p) PIER FTG./ COLUMN 13'-O" I I I L_ J Fib 4'-3y 234" to O.F. of (p) COLUMN/ FRONT PORCH/ STEPS E (p) PIER FTG./ COLUMN 13'-O" OZY Tum HD, Or¢ 0 3 a I b I F24 v Ij �, LL w r a a I w n I � I oW o r p K N J Z m L, O LL SIN K I w Q_ F24 n I b I Q J I ¢ HDi 3 I LL J f OW rn mZ n N LLf Lu W J _ O x LLu O Z U n K O J a o O r Z Via° N LL (p) DOOR/ FRONT PORCH/ STEPS -8. 2T at 26'-O" to" O.F. O.F. (p) STEM WALL (p) STEM WALL (p) FOUNDATION/ FLOOR FRAMING PLAN (ADU) H '0040 WILLARD C. N I I I I I I (p) 9 ,/2" TJI Blocking I between Floor Joists I I I I I I I (p) PT 2x6 CRIB WALL, I Align Studs w/ TJI's. Min 16" I I % 'n EUGENE, GN OF up' I I I I I I I I I I I I I I I I I 1 1/4" x 9 1/2" Timber strantl LSL I Rim Board (Typ. at Perimeter LON) I I I I I I � Center (p) CRAWLSPACE VENT in Floor FRONT Joist Space (Typ.) L L Fib 2 (p) COLUMN/ 4'-3Y4" 234" to O.F. of FRONT PORCH/ STEPS , E (p) PIER FTG./ COLUMN 13'-O" I I I L_ J Fib 4'-3y 234" to O.F. of (p) COLUMN/ FRONT PORCH/ STEPS E (p) PIER FTG./ COLUMN 13'-O" OZY Tum HD, Or¢ 0 3 a I b I F24 v Ij �, LL w r a a I w n I � I oW o r p K N J Z m L, O LL SIN K I w Q_ F24 n I b I Q J I ¢ HDi 3 I LL J f OW rn mZ n N LLf Lu W J _ O x LLu O Z U n K O J a o O r Z Via° N LL (p) DOOR/ FRONT PORCH/ STEPS -8. 2T at 26'-O" to" O.F. O.F. (p) STEM WALL (p) STEM WALL (p) FOUNDATION/ FLOOR FRAMING PLAN (ADU) H McCarthy Accessory Dwelling Unit M o E cu n O 7 N C > OD X O L rTu T m a Ln O 00 =°06 OR u Z 3 �_ LJ LU LL O m CD W O a 3 F • U U L a j OLU z Q n 0- Ol J O� U c H N D c� CL'O GU f0 r'0 Q L a� a--� � a L ON (p O U Ln U Vi O � N aQ © 2021 WILLARD C. DIXON Architect, LLC N l\fl � Q� m > \ > O a\D LU '0040 WILLARD C. N % 'n EUGENE, GN OF up' McCarthy Accessory Dwelling Unit M o E cu n O 7 N C > OD X O L rTu T m a Ln O 00 =°06 OR u Z 3 �_ LJ LU LL O m CD W O a 3 F • U U L a j OLU z Q n 0- Ol J O� U c H N D c� CL'O GU f0 r'0 Q L a� a--� � a L ON (p O U Ln U Vi O � N aQ © 2021 WILLARD C. DIXON Architect, LLC N l\fl � Q� m > \ > O a\D LU 2 o f 3 � Q w � 0 0 � 2 o f 3 (p) Roof Ridge Y (p) Fin. Grade (p) Bottom of R8101 (p) Topof Dbl. Top PI./ Bottom �Clg. t. (BAY) i� 24" p O.H. m m "n (p) Top of Sub -Floor (MAIN SPACE) Yh 11J in Ti ----- _� N m CRAWLSPACE CRAWLSPACE VENT Cantilevered Bay VENT MAIN SPACE BATHROOM (p) NORTH ELEVATION s c a l e: 1/4"=1'-0" when printed on 24x36 (p) Top of RB101 (p) Top of Sub -deck (STORAGE) (p) Bottom of Ceiling Joist (KITCHEN) (p) Top of Sub -Floor (KITCHEN) (p) Fin. Grade (p) Bottom 0 of Footing `0 CRAWLSPACE VENT KITCHEN 1(p) SOUTH ELEVATION s c a l e: 1/4"=1'-0" when printed on 24x36 (p) Ceiling Joist (Typ.) (p) 2x6 Barge Rafter (Typ.) 6 8 h Above Sub -Floor Top of Sub -Floor AA BB AO OB Q A2 2 LEAFS 2 LEAFS ® DOOR SCHEDULE TYPE ENERGY DWG u Total R.O. FRAME SIZE BRAND SERIES MATERIAL (Verify) FRAME COLOR HARDWARE GLASS PACKAGE SCREEN A\ NOTES LOCATION �6 8" �� Above Sub -Floor EXTERIOR/ HEADER HT INTERIOR Above Deck QTY. ® WINDOW SCHEDULE TYPE FRAME ENERGY DWG u Total R.O. FRAME SIZE BRAND SERIES MATERIAL (Verify) STYLE COLOR HARDWARE GLASS PACKAGE SCREEN HEADER HT NOTES LOCATION Above Deck QTY. (p) Top of RB101 (p) Top of Sub -deck (STORAGE) 24" (p) Bottom of O.H. n Ceiling Joist (BATHROOM) "n (p) Top of h Sub -Floor Y (BATHROOM) Yh (p) Fin. Grade Y (p) Bottom p of Footing 12 (p) Bottom (p) Top of Dbl. of RB101 Top PI./ Bottom big. Js[."(BAY) IIJIVIIII 1111111s I IN FRONT PORCH CRAWLSPACE W/ STEPS VENT MAIN SPACE (p) Top of h Sub -Floor Y (MAIN SPACE) (p) Top of Ridge Bd (FRONT PORCH) (p) Top of RB103 (FRONT PORCH) (p) Top of Sub -Floor (MAIN SPACE) (p) Fin. Grade �ry Match (e) Asphalt �-, i (p) Top of Dbl. Top PI./ Bottom Clg. Jst. BAY)) FRONT PORCH I~� Canwevereo w/ STEPS MAIN SPACE Bay r � (p) EAST ELEVATION s c a l e: 1/4"=1'-0" when printed on 24x36 (p) Bottom h of RB101 Ymdo KS (p) 2x6 Barge Rafter (Typ.)� 12" 4" Fmatch (e) 2x8 Trim Board atii (p) Top of bottom of BAY Sub -Floor (TYP. 3 sides) (MAIN SPACE) — - - J I I a u C E Cantilevered FRONT PORCH Bay BATHROOM KITCHEN W/ STEPS ��(p) WEST ELEVATION n scale : 1/4"=1'-0" when printed on 24x36 Top of Sub -Floor r(p) Bottom of RB101 (p) Top of h Sub -Floor Y (MAIN SPACE) (p) Fin. Grade (p) Bottom p of Footing r(p) Top of RB101 (p) Top of Sub -deck (STORAGE) (p) Bottom of Ceiling Joist (BATHROOM) 7 (p) Top of h Sub -Floor Y (BATHROOM) (p) Fin. Grade (p) Bottom p of Footing McCarthy Accessory Dwelling Unit M o E m 0 7 N C > pp X O L un U 01 m -0 Lin O m m ID M '3 m di OR Ln a @) Ln �• ar uT U u U t+ Z 3 Lli M O m m W O a 3 F 4—J U ._ s r a QZ j OLULL rn 00� � C) N � Q T_ to V) C1 Z W `-0� D TQC' V W U J to W a� X00 01 Fx 0 LU Z U NLU3 L n N a ro © 2021 WILLARD C. DIXON Architect, LLC N � QO > > l\fl \ O m a\D WILLARD C. N .. —69 EUGENE, ON W OF UP' Q W McCarthy Accessory Dwelling Unit M o E m 0 7 N C > pp X O L un U 01 m -0 Lin O m m ID M '3 m di OR Ln a @) Ln �• ar uT U u U t+ Z 3 Lli M O m m W O a 3 F 4—J U ._ s r a QZ j OLULL rn 00� � C) N � Q T_ to V) C1 Z W `-0� D TQC' V W U J to W a� X00 01 Fx 0 LU Z U NLU3 L n N a ro © 2021 WILLARD C. DIXON Architect, LLC 3 o f 3 N � QO > > l\fl \ O m a\D .. O W Q' Q W 3 o f 3