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Home My WebLink AboutPlan, Tentative APPLICANT 9/29/20201802 I ! I ! I I I � 170.E 1701 i I i I rl I I I I � I I SITE PLAN SCALE: 1" = 10' EXISTI NO SHED 10 W — _ = STORM STM –_a^WWF / OR =N0 0 EXIST. TREE TO REMAIN ____________ EXISTING GARAGE WW— XISTI NG HOME EX45T-STORb' DRAIN/DRYV✓ELL EXIST ADRVE o DRIVE o EXIST. TREE -.TREE TO RENAN EXIST. GRAVEL DRIVE p,��cE>_ 1801 LOW DENSITY RESIDENTIAL 24,5000 total sf (.5ro acre) 3,421 sf (opprox.) of existing structures - 13.9 % 3,949 sf (opprox.) w/ proposed ADU - 100.1 516 i 0 EXIST. TREE TO RENAN K FRON� "YARD;! SET i I I BAG i i I I I I ! O I �I� Ln I I oho iCID !z EXIS . TREE i TO REMAIN EXIST. GRAVEL DRIVE EXIST. Q 18 —O GRAVEL VE N GARAGE M SETBAGK M j O — In. rvcW O,H. LINETO EXIST. POLE — m — - - — - _ 111 n, - — - - — J H. O NEW WATERLINE TO EXIST. METERX I.��—NEW WATER LINE TO EXIST. METER ,— — — — — — — — — — — ._._._.—.—.—.—.—.—.—.—.—.—.—.�.—•—.—•—.--- ._._._._._._._._. .H. '— EXIST. POWER V 4- i POLE I U' I I I 5000 � 5100 i I I I I LEGEND: 380 Lincoln Sne t �•—•— PROPERTY LINE I= 541-344-1597 PROPERTY SETBACK PROJECT EXISTING DRIVE/CURB —OH— OVERHEAD POWER LINE - - r W - - WATER LINE & SIZE - _r STM– - STORMWATER LINE 6. SIZE I'M—WASTE WATER LINE e SIZE 'C) WASTE WATER GLEANOUT ® WATER METER ❑ EXISTING ASPHALT A NEW GONGRETE PAVEMENT ■ BUILDING FOOTPRINT 4500 I I I I I I I I I I I I I I I I ------------------------•—•—•—•—•—•—•—•—.—•—•— I I I .—.—.—._._.� I I I I I do 380 Lincoln Sne t Eugene, Oaegon 97401 Phone:541-344-3332 I= 541-344-1597 w ..ub..th.com PROJECT A Cottage for Ethan Gillaspie 1045 S St Springfield, OR INDEX SITE PLAN Jos NO 1420 DATE 28 September 2020 DRAWN BY Ryan W CHECKED BY Dan REVISION A MLL 4 E116 CF MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO Al CA ZSou&ANtr ure David &Re& GIDuspe-14711 D.s. GPT66Z PC TIE @ SLAB (2)16' 16" GONG. FTG. W/ (2) 14 CONT. '`4: SEWER W/ G.O. J GPT66Z POST TIE @ SLAB 171 FOUNDATION PLAN NOTES 1. ANCHOR BOLTS - Unleee noted otnemvee, provide 1/2' diameter x 10' anchor dope at 4'-0" o.c. maximum With one bolt within 12" of each end of Bill platee. Two bolts per plate minimum. Provide min. 3" x 3" x 0229" plate waehere between foundat'on 4111 plate and nut. 2. METAL FASTENERS - Al metal faetenere In contact with P.T. wood must be oorrozion rezi tans. 3. COMBINED FOOTINGS - Foot'nge shown are minimum required size. Rebar epecifled per plane. 4. STRUCTURAL FILL - Place 4tructural fill below floor elab In e; maximum Ilfte. 5. FOR SHEAR WALL NOTES $ REQUIREMENTS, 5EE BWL PLAN $ GA -05. ❑WINDOW S G H E D U L E U—,------------ TYPE ---_-----------------� 1 T --t BLOCK- 4 GLAZING MANUFACTURER ItT01LETy 1 OJT 01 A4 3'-0' 3 x 5 35 GAL WATER y INSUL. DEADBOLT ALL WINDOWS MIN. U = 028 I SINGLE HUNG hl 4'-0' I 1 ROLL -IN I i—� HEATER ON RAISED STANDARD PRNAGY 03 SHOWERI �W.H.I �LATF02M IN 2'-0" a-9 INSUL. 1 � � / CLOSET W/ ST2A�5 —I 04 SINGLE H -NG 2-6' FOUNDATION, TYP.: INSUL. MEMBERS OF THE 05 SINGLE HJNG 2 x 6 P.T. SILL SLATE 5-0' INSUL. David &Red GIDuspe-147D 1/20 x 10' AS, C a -._O.. MAX O.G, U.N.O. 06 SINGLE HUNG j CONTROL MONOLfrHIG T..2NED-DOWN FOOTING 01 I JOINTS 1 HORIZ. #4 CONT. @ TOP $ BOTTOM 1 AS NEEDED 12FOOTING 3" RIGID PERIMETER INSULATION 1 G' C O N O SLA 3 1 SMOOTH FINISH V �1 93 0 18" O.C, E.W. 1 G MIL POLYETHYLENE, N JOI VTS LA��ED 12" MN. 1 COIM�ACTED SAND j0 SASE A4 m II 1 Q � CONC. SIAS_� 3200M FINISH 6i SLOPE TO O-TSIDE-------------�---1 GPT66Z PC TIE @ SLAB (2)16' 16" GONG. FTG. W/ (2) 14 CONT. '`4: SEWER W/ G.O. J GPT66Z POST TIE @ SLAB 171 FOUNDATION PLAN NOTES 1. ANCHOR BOLTS - Unleee noted otnemvee, provide 1/2' diameter x 10' anchor dope at 4'-0" o.c. maximum With one bolt within 12" of each end of Bill platee. Two bolts per plate minimum. Provide min. 3" x 3" x 0229" plate waehere between foundat'on 4111 plate and nut. 2. METAL FASTENERS - Al metal faetenere In contact with P.T. wood must be oorrozion rezi tans. 3. COMBINED FOOTINGS - Foot'nge shown are minimum required size. Rebar epecifled per plane. 4. STRUCTURAL FILL - Place 4tructural fill below floor elab In e; maximum Ilfte. 5. FOR SHEAR WALL NOTES $ REQUIREMENTS, 5EE BWL PLAN $ GA -05. ❑WINDOW S G H E D U L E # TYPE W H GLAZING MANUFACTURER NOTES 01 SINGLE HUNG 3'-0' 5-0' INSUL. DEADBOLT ALL WINDOWS MIN. U = 028 02 SINGLE HUNG 2-6" 4'-0' INSUL. STANDARD PRNAGY 03 SINGLE H -NG 2'-0" a-9 INSUL. 4 04 SINGLE H -NG 2-6' 5-0' INSUL. MEMBERS OF THE 05 SINGLE HJNG 2-6' 5-0' INSUL. David &Red GIDuspe-147D 06 SINGLE HUNG 1 0-0 1 5-0 1 INSUL. I MULLED ❑ D O O R S G H E D U L F- # # W H TYPE LOCK -SET GLAZING MANUF. NOTES 01 3'-0' 6'-8" CUSTOM DEADBOLT INSULATED DATE MIN. U = 0.20 - TYPICAL EXTERIOR DOORS 02 3'-0' 6'-6 STANDARD PRNAGY NONE Hl FOUNDATION PLAN FLOOR PLAN SGALE: 1/4" 1'-0" ALLOWABLE SOIL BEARINOASSUIMEDAT1-900PSF SGALE: 1/4" 1'-0" PROVIDE DRAIN TILE AT FOOTING, TYPICAL (NOT SHOWN) ROOF FRAMING PLAN NOTES 1. SHEATHING -15/32" plywood ,heating ,hall be nailed per APA epeciflcatlon,. APA Rated Sheathing 24/16, Expoeure 1. Nailing,hall be 8d @ Opp at,upported panel edge, and 12'ac at intermediate panel eupporte, unleee noted otherwiee. Plywood ,hall be GD Grade except R/S or Gompo,ite Panel Slang approved at,offlte unlezz noted otherwiee. Stagger panel layout. 2. VENTING -- USE CONTINUOUS RIDGE VENTS $ SOFFIT FRIEZE VENTS 3. TRUSSES - Tru„ manufacturer ,hall deign truzzee dazed on fled mea,uremert4 and architectural detail,. Intermediate bearing pointe noted 4hall be u4ed In truee de4ign. Contact Architect prior to de4igning for bearing at point, not indicated on drawing,. 1-ru44 hanger4 not noted on Roof Framing Pian ,hall be 4peclfled or provided by truee manufacturer. 4. HEADERS $ BEAMS - SEE FRAMING PLANS FOR MEMBER SIZES 5. FRAMING - Al framing to be #2 DF -L, U.N.O. 6. ROOFING - 40 year comp 4hlngle roof- black 528 SQ FT MAIN FLOOR ROOF PLAN ROOF F RA I"I I N C PLAN SGALE: 1/4" -O" SGALE: 1/4" 1'-O" ROOF LIVE LOAD: 25PSF 4 ROOF DEAD LOAD: 15 PSF do 380 Lincoln Sto t Eugene, Oaegon 97401 Ph.: 541-344-3332 F= 541-344-1597 w ..ub..tb.com PROJECT A Cottage for Ethan Gillaspie 1045 S St Springfield, OR INDEX PIANS Jos NO 1420 DATE 28 September 2020 DRAWN BY Ryan W CHECKED BY Dan REVISION Hl 4 E116 ICF MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A2 CAa Soup ANtr urs David &Red GIDuspe-147D EAST ELEVATION SGALE: 1/4" = 1'-O" WEST ELEVATION SGALE: 1/4" 1'-O" SHINGLES ON LT PAF' SARGE UTTER A5GIA 1/2' $ WINE 75URE JMINUI` GLEAF ADE �O NC 70 BEAR GN SOUTH ELEVATION SGALE: 1/4" = 1'-0" J, a15' -f3 1/2 ROOF PEAK NORTH ELEVATION SGALE : 1/4" = 1'-0" do 380 Lincoln Ste t Eugene, Oaegon 97401 Ph.: 541-344-3332 I= 541-344-1597 w ..ub..th.com PROJECT A Cottage for Ethan Gillaspie 1045 S St Springfield, OR INDEX ELEVATIONS JOB NO 1420 DATE 28 September 2020 DRAWN BY Ryan W CHECKED BY Dan REVISION Hl 4 E116 CF MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A3 CA ZSou&ANtr ure David &Re& GIDuspe-147D