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HomeMy WebLinkAboutA001.0\A1;8'-10{\H0.75x;\S1#2;}" \A1;9'-2{\H0.75x;\S1#2;}" \A1;9'-0{\H0.75x;\S1#2;}" \A1;3'-3" \A1;4'-4" \A1;6'-7" \A1;19'-8{\H0.75x;\S1#2;}" \A1;19'-1{\H0.75x;\S1#2;}" \A1;11'-9" \A1;2'-0" \A1;4'-0" \A1;13'-10{\H0.75x;\S1#2;}" \A1;50'-7" OVERALL SUMP w/ CHECK VALVE, VERI OPT. EJECTOR PIT AND PUM \A1;4'-9{\H0.75x;\S1#2;} 1 2 3 4 5 6 7 8 9 UP 15 RISERS HANDRAIL, PER CODE FURNACE PER MECHANICAL PLANS OPT. WATER SOFTENER, PER SPEC. WATER HEATER, PER SPEC RADON VENT PER CODE, VERIFY POST & BEAM PER STRUCTURAL PLANS \A1;7'-2{\H0.75x;\S1#2;}" \A1;29'-4{\H0.75x;\S1#2;}" PROVIDE SEPARATION BETWEEN 4140 SL & EGRESS WELL #3, AS REQUIRED \A1;6'-6{\H0.75x;\S1#2;}" \A1;2'-3" \A1;32'-1{\H0.75x; \A1;50' \A1;20' \A1;16'-3" \A1;3'-8{\H0.75x;\S1#2;}" \A1;1'-9" \A1;8'-3" \A1;2'-2" \A1;65'-1" OVERALL \A1;36'-7" \A1;32'-11{\H0.75x;\S1#2;}" \A1;65'-1" OVERALL \A1;14'-10" \A1;20'-6" \A1;9'-10" \A1;10' \A1;10' \A1;2'-0" \A1;11'-4" \A1;2'-0" \A1;9'- \A1;14'-9{\H0. \A1;5'-8{\H0.75x;\S1 \A1;3{\H \A1;12'-0" \A1;7'-4{\H0.75x;\S1#2; \A1;11'-7" \A1;16'-9{\H0.7 LEAD WALL PAST OVERDI \A1;2'-0" \A1;3'-8{\H0.75x;\S1 \A1;1'-0" \A1;1'-0" \A1;8'-5" \A1;2'-0" \A1;6'-0" \A1;2'-0" \A1;8'-7" \A1;2'-0" \A1;8{\H0.75x; \A1;7{\H0.75x;\S1#2 \A1;2'-0" \A1;SHOWER FLOOR DRAIN, \PVERIFY LOCATION \A1;8'-4{\H0.75x;\S1#2;}" \A1;1'-9{\H0.75x;\S1#2;}" \A1;10'-3" \A1;4'-3" \A1;4'-1" \A1;1'-9{\H0.75x;\S1#2;}" \A1;5'-10{\H0.75x;\S1#2;}" \A1;3'-0" \A1;11" \P TYP. TB TR SLOPE TP 3 A2 B.3 FINISHED BASEMENT MECHANICAL STORAGE BATH 7 CONCRETE SLAB UNEXCAVATED (SEE STRUCTURAL PLA CONCRETE SLAB UNEXCAVATED (SEE STRUCTURAL PLAN 2 A2 B.2 1 A2 B.1 1 A2 B.1 2 A2 B.2 3 A2 B.3 A0.01 FOUNDATION - BASEMENT Midwest Zone Office 1900 Golf Road - Suite 300 Schaumburg, Illinois 60173 (c) C PRODU Rick VERSI DATE: 05/ PROJE Single Family SHEE PLAN SPEC NPC C ---- Woodside 2312.300 Home for * Market Home *, 7261-10800 4477 Andean Way, Carmel, IN 46074 BASEMENT FOUNDATION PLAN SCALE: 1/4" = 1'-0" (HALF SCALE ON 11x17 PAPER) Alternate Sump Location 2/8 ~ 1' - 9 1/2'' 04/29/21