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HomeMy WebLinkAboutA001.01900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone OfficePLAN NAME SHEET PRODUCTION MANAGER DATE / DESCRIPTION NPC PLAN NUMBERLAWSON PLAN ID GARAGE HANDING REV # NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS INITIAL RELEASE DATE:CURRENT RELEASE DATE: (c) Copyright Pulte Home Corporation - 2020 Zach Bittner08/04/2014 Right Skyview 2056.300.00.CPM LOT 01 01/08/2020 PLOTTED: January 24, 2020 / Kamlesh Bisht / 2056-SKYVIEW-CZ-BASE-PLAN.DWG A0 BB-1.1Basement Foundation Plan.7 1/2" WallsSCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0" BASEMENT - UNFINISHEDSLAB (SEE STRUCTURAL PLANS) PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE) \A1;70'-11" OVERALL \A1;10'-7{\H0.750000x;\S1#2;}" \A1;4'-8{\H0.750000x;\S1#2;}" \A1;47'-7" \A1;4'-0" \A1;2'-0" \A1;70'-11" OVERALL \A1;32'-11{\H0.750000x;\S1#2;}" \A1;24'-11" \A1;3'-10{\H0.750000x;\S1#2;}" \A1;3'-11" \A1;10'-3{\H0.750000x;\S1#2;}" \A1;37'-3{\H0.750000x;\S1#2;}" \A1;23'-11{\H0.750000x;\S1#2;}" \A1;3'-11"\A1;3'-10{\H0.750000x;\S1#2;}"\A1;14'-1" \pxql;4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS \A1;3'-7{\H0.750000x;\S1#2;}"\A1;2'-0" 2A2 B.2 1A2 B.11A2 B.1 3A2 B.2 2A2 B.2 3A2 B.2 POST & BEAM PER STRUCTURAL PLANS SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD \A1;2'-3{\H0.750000x;\S3#4;}"\A1;3'-11" \A1;8'-8{\H0.750000x;\S1#2;}" \A1;15'-11{\H0.750000x;\S1#2;}" FURNACE, PER SPEC. VERIFY LOCATION W/ MECHANICAL PLANS RADON VENT PER CODE, VERIFY LOCATIONWATER HEATER, PER SPEC. VERIFY LOCATION IN FIELD \A1;13'-3{\H0.750000x;\S1#2;}" \A1;6'-7" CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS) LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION (TYP.) LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION (TYP.) SLAB LEDGE, PER DETAIL \A1;10" \A1;11'-9{\H0.750000x;\S1#2;}"\A1;19'-1{\H0.750000x;\S1#2;}" \A1;14'-0" \A1;20'-0" \A1;1'-4" CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS) \A1;6'-4{\H0.750000x;\S1#2;}"\A1;14'-3{\H0.750000x;\S1#2;}" \A1;3'-4{\H0.750000x;\S1#2;}"\A1;2'-0" PERIMETER DRAIN, PER SPEC \A1;1'-0"\A1;1'-0" ALTERNATE SUMP PUMP LOCATION-VERIFY LOCATION IN FIELD LEAD WALL PAST OVERDIG, TYP. (SEE STRUCTURAL) CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS) \A1;58'-7" OVERALL \A1;32'-4{\H0.750000x;\S1#2;}"\A1;1'-8"\A1;12'-3"\A1;1'-8"\A1;10'-4" \A1;9'-8{\H0.750000x;\S1#2;}" \A1;2'-0"\A1;3{\H0.750000x;\S1#2;}" \A1;3{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;59'-11" OVERALL \A1;7'-10"\A1;12'-9"\A1;8'-8{\H0.750000x;\S1#2;}"\A1;9'-7{\H0.750000x;\S1#2;}"\A1;20'-8{\H0.750000x;\S1#2;}"\A1;3{\H0.750000x;\S1#2;}" \A1;8'-0{\H0.750000x;\S1#2;}" \A1;2'-2" \A1;8'-3" \A1;1'-9" \A1;16'-3" \A1;4'-6{\H0.750000x;\S1#2;}" \A1;6" \A1;8'-4"SLOPE 02/25/20 William Hohlt