Appearance Commission

EASEMENT LINE D A V I S S T . PROPERTY LINE 122.79 ZONING BULK CALCULATIONS 12'-1 1/2" LOT AREA: 12959 SF EXISTING ASPHALT PAVING ALLOWABLE BUILDING AREA REQ'D SETBACK (2202.3 SF) (LOT AREA x .40): 5183.6 SF ALLOWABLE IMPERMEABLE AREA 29'-6" ACTUAL SETBACK SIDE YARD SETBACK LINE = (LOT AREA x .50): 6479.5 SF 12'-1 1/2" (20% LOT WIDTH - 9'-0") ALLOWABLE FLOOR AREA (LOT AREA x .60): 7775.4 SF 29'-4" ACTUAL BUILDING AREA: 3093.5 SF 9'-6" 74'-6" BUILDING 38'-9" ACTUAL IMPERMEABLE AREA: 6405.7 SF EXISTING UTILITY POLE, VERIFY (SITE IMPERMEABLE AREA =3312.2) 25'-0" 12'-2" 37'-4" ACTUAL FLOOR AREA: 5790.8 SF EXACT LOCATION ACTUAL F.A.R. 0.45 NEW UNDERGROUND REMOVE EXISTING CONCRETE SETBACKS: ELECTRICAL SERVICE TO RUN CURB REQUIRED FRONT YARD: 25'-0" FROM POLE AND ENTER HOUSE ACTUAL FRONT YARD (EAST): 38'-8 3/4" AT WEST WALL AND RUN TO NEW NEW CONCRETE APRON/ REQUIRED SIDE YARD ELECTRICAL PANEL IN DRIVEWAY TO REPLACE EXISTING (TOTAL=20% LOT WIDTH, 9'-0" MIN.): 9'-0"/12-1 1/2" MECHANICAL ROOM (219.8 SF) ACTUAL SIDE YARD (NORTH): 29'-6" NEW STONE PAVERS ACTUAL SIDE YARD (SOUTH): 9'-6" (PERMEABLE SURFACE) TOTAL WIDTH/LOT %: 39'-0"/37% A V E . REQUIRED REAR YARD DASHED LINE OF FLOOR ABOVE 9'-0" (30'-0" OR 20% LOT DEPTH): 24'-6" ACTUAL REAR YARD (WEST): 9'-6"** **THIS PROJECT RECEIVED ZONING RELIEF VIA ZONING BOARD OF APPEALS FOR REAR YARD SETBACK (WEST) WITH A REQUIRED 8'-6". NOTE 8'-6" 6'-0" 25'-0" EXISTING REAR SETBACK IS 15.84' PER PLAT OF REQ'D SETBACK REQ'D SETBACK SURVEY. 38'-8 3/4" 9'-6" EXISTING CONCRETE WALK C R A W F O R D INNER COURTYARD ACTUAL SETBACK ACTUAL SETBACK (PERMEABLE 105.57 SURFACE) 105.57 30'-0" 66'-0" BUILDING 66'-0" BUILDING 2-STORY SPLIT-LEVEL RESIDENCE 3093.5 GROUND FLOOR SF 5790.8 TOTAL SF (.45 F.A.R.) CONCRETE STEPS WITH STONE FRONT YARD SETBACK LINE = 25'-0" TREADS AND RISERS 21'-0" IMPERMEABLE SURFACE LINE OF BALCONY ABOVE LANDSCAPING OUTDOOR WOOD BURNING FIREPLACE PATIO (IMPERMEABLE SURFACE) (891.0 SF) 9'-6" 9'-0" 10'-2 1/4" ACTUAL SETBACK REQ'D SETBACK 122.77 PROPERTY LINE 41'-6" IMPERMEABLE SURFACE 8'-6" 75'-6" BUILDING 38'-9" PROPOSED SITE PLAN 1 1/16" = 1'-0" NORTH L A J E U N E R E S I D E N C E | 4001 DAVIS STREET SKOKIE, ILLINOIS 09.29.20 PROPOSED SITE PLAN JASON OSBORNE | ARCHITECT jasonosbornearch@gmail.com | 773.562.9290  EXTERIOR MATERIAL CALCULATIONS MATERIAL AREA (SF) PERCENTAGE (%) NORTH ELEVATION NEW SECOND BRICK 532.7 43.6 STORY ADDITION EXISTING SIDING (WOOD) 163.8 13.4 CONCRETE (ARCH) 306.2 25.1 CONC 1 METAL/TRIM 218.3 17.9 MTL 1 SUBTOTAL 1221.0 100 EAST ELEVATION WOOD 1 BRICK 634.4 53.1 SIDING (WOOD) 142.7 11.9 T/PARAPET @ UPPER ROOF 1 CONCRETE (ARCH) 325.7 27.2 (+) 23'-5 1/2" REMOVE EXISTING ROOF METAL/TRIM 93.5 7.8 MTL 2 T/ROOF TRUSSES OVER 2-STORY AREA. SUBTOTAL 1196.8 100 (+) 21'-10 1/2" BRICK 2A RAISE WALLS TO SOUTH ELEVATION ACHIEVE 10'-0" CEILING BRICK 2 BRICK 322.9 37.1 CEILING @ LEVEL 2 HEIGHT, EXTEND PARAPET WALLS AT NEW SIDING (WOOD) 401.1 46.0 (+) 20'-6" FLAT ROOF CONCRETE (ARCH) 87.6 10.0 T/PARAPET @ LOWER ROOF METAL/TRIM 59.8 6.9 9'-6" (CEILING HEIGHT) (+) 18'-0" (VIF) SUBTOTAL 871.4 100 NEW BRICK 1 WEST ELEVATION 22'-9" (BUILDING HEIGHT - GRADE TO TOP OF BEAM) CEILING @ LEVEL 1.5 (EXIST.) BRICK 0.0 0.0 MTL 2 ±4'-8" (+) 15'-10 1/2" (VIF) SIDING (WOOD) 620.9 38.0 CONCRETE (ARCH) 23'-0" (MAXIMUM BUILDING HEIGHT) 10'-0" (RAISE EX. CLG. HT. BY 2'-0") 1006.5 59.2 METAL/TRIM 7.4 2.8 SUBTOTAL 1634.8 100 EXIST. BRICK 1 TOTALS BRICK 1490.5 30.3 FIN. FLR. @ LEVEL 2 SIDING (WOOD) 1328.5 27.0 (+) 11'-0" CONCRETE (ARCH) 1726.0 35.1 CEILING @ LEVEL 1 METAL/TRIM 379.0 7.7 (+) 9'-6" SUBTOTAL 4924.0 100 MTL 2 9'-6" (CEILING HEIGHT) CONC 1 FIN. FLR. @ LEVEL 1.5 (EXIST.) (+) 5'-10 1/2" (VIF) WOOD 1 EXTERIOR MATERIAL SCHEDULE CLG @ LOWER LEVEL (EXIST.) BRICK 1 EXISTING FACE BRICK (+) 4'-8 1/2" (VIF) 8'-2" (CLG HEIGHT - EX) BRICK 1A EXISTING COMMON BRICK BRICK 2 NEW FACE BRICK FIN. FLR. @ LEVEL 1 FIN. FLR. @ LEVEL 1 (MATCH EXISTING) (+) 0'-0" (+) 0'-0" BRICK 2A NEW COMMON BRICK (MATCH EXISTING) GRADE (VARIES) GRADE (NORTH) (-) 0'-10 1/2" CONC 1 CAST IN PLACE CONCRETE (-) 0'-10 1/2" WITH ARCHITECTURAL FIN. FLR. @ LEVEL 0.5 (EXIST.) BOARD FORM FINISH (-) 3'-5 1/2" MTL 1 ALUMINUM COMPOSITE (ACM) PANEL, COLOR BLACK PREFABRICATED METAL PROPOSED ELEVATION - SOUTH MTL 2 COPING - COLOR TO MATCH 2 WINDOWS MTL 3 STEEL RAILING WITH POWDERCOAT FINISH, NEW SECOND COLOR BLACK EXISTING STORY ADDITION WOOD 1 WOOD SIDING (CLEAR CEDAR OR EQ., SEALED) CHIMNEY BEYOND MTL 1 MTL 2 T/PARAPET @ UPPER ROOF T/PARAPET @ UPPER ROOF 1 (+) 23'-5 1/2" (VIF) REMOVE EXISTING ROOF (+) 23'-5 1/2" OVER 2-STORY AREA. T/ROOF TRUSSES RAISE WALLS 1'-0" TO MTL 1 (+) 21'-10 1/2" ACHIEVE 9'-0" HEIGHT, EXTEND PARAPET WALLS CEILING @ LEVEL 2 BRICK 1A AT NEW FLAT ROOF (+) 20'-6" MTL 2 BRICK 1 T/PARAPET @ LOWER ROOF WOOD 1 9'-6" (CEILING HEIGHT) (+) 18'-0" (VIF) MTL 2 NEW BRICK 1 22'-9" (BUILDING HEIGHT - GRADE TO TOP OF BEAM) CEILING @ LEVEL 1.5 CONC 1 (+) 15'-10 1/2" ±4'-8" T/PARAPET RAILING (+) 14'-6" 23'-0" (MAXIMUM BUILDING HEIGHT) 10'-0" (RAISE EX. CLG. HT. BY 2'-0") 4'-0" FIN. FLR. @ LEVEL 2 EXIST. BRICK 1 (+) 11'-0" @ RAILING T/DECKING (+) 10'-6" CEILING @ LEVEL 1 (+) 9'-6" BRICK 1-EX. CEILING @ GARAGE 9'-6" (CEILING HEIGHT) FIN. FLR. @ LEVEL 1.5 (EXIST.) (+) 7'-11 1/2" COVERED COURTYARD AT (+) 5'-10 1/2" (VIF) RECESSED ENTRY CEILING @ LOWER LEVEL (EX.) WOOD 1 (+) 4'-8 1/2" (VIF) 8'-0"Hx18'-0"W INSULATED CONC 1 STEEL GARAGE DOOR 8'-2" (CLG HEIGHT - EX) FIN. FLR. @ LEVEL 1 F.F. @ LEVEL 1 - BENCHMARK (+) 0'-0" (+) 0'-0" GRADE @ NORTH GRADE @ NORTH (-) 0'-10 1/2" (-) 0'-10 1/2" T/SLAB @ GARAGE OH DOOR FIN. FLR. @ LOWER LEVEL (EXIST.) (-) 1'-2 1/2" (-) 3'-5 1/2" (VIF) PROPOSED ELEVATION - NORTH 1 L A J E U N E R E S I D E N C E | 4001 DAVIS STREET SKOKIE, ILLINOIS 09.29.20 PROPOSED EXTERIOR ELEVATIONS JASON OSBORNE | ARCHITECT jasonosbornearch@gmail.com | 773.562.9290