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HomeMy WebLinkAboutA002.01900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone Office108/05/2016BID SET REVISIONS208/12/2016ADDITIONAL ELEVS309/14/2016ADDED EC3S410/28/2016REVISIONS512/28/2016REVISIONS............ PLAN 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 - 2017 EM/ER06/13/2016 LEFT L yon 2448.300.00.CPM -- 12/28/2016 PLOTTED: January 4, 2017 / Eric Rutledge / 2448-LYON-MZ-BASE-PLAN.DWG A0 S-1.2Slab Utility PlanOptions7 1/2" Walls\A1;1'-6"\A1;2'-5" \A1;4'-3" \A1;12'-5{\H0.750000x;\S1#2;}" \A1;1'-5{\H0.750000x;\S1#2;}"\A1;2'-5" \A1;2'-4"\A1;12'-11"T.R.T.P. 24" T.B. T.P. T.R. T.R.T.P. 24" T.B. \A1;4'-6"\A1;5'-3{\H0.750000x;\S1#2;}" \A1;4'-8"\A1;2'-5"K-1125ARCHERBATHINGACRYLIC \A1;6'-4{\H0.750000x;\S1#2;}" T.R. T.P. T.R. 24" T.B. T.R.T.R. T.P. 24" T.B. T.R.T.R. T.P.24" T.B. T.R.T.R. T.P.24" T.B. \A1;6" \P TYP. \A1;6'-0" 4 \pxql;LINE OF OPT. MASONRY WRAP\pxql;LINE OF OPT. MASONRY WRAP \pxql;LINE OF OPT. MASONRY WRAP \pxql;LINE OF OPT. MASONRY WRAP \pxql;LINE OF OPT. MASONRY WRAP SCALE:SLAB UTILITY PLAN - DINING OPTION w/ BEDROOM 6 / BATH 61/4" = 1'-0"- \A1;3'-7{\H0.750000x;\S1#2;}"\A1;3'-1{\H0.750000x;\S1#4;}"\A1;1'-10{\H0.750000x;\S3#4;}"\A1;3'-0"\A1;3'-7{\H0.750000x;\S1#2;}"\A1;3'-1{\H0.750000x;\S1#4;}"\A1;1'-10{\H0.750000x;\S3#4;}"\A1;3'-0" \A1;1'-7{\H0.750000x;\S3#4;}" \A1;24'-5{\H0.750000x;\S1#2;}" \A1;9'-10"\A1;3'-6" \A1;7'-4{\H0.750000x;\S3#4;}"\A1;7'-2{\H0.750000x;\S3#4;}"\A1;2'-11{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S3#4;}"\A1;2'-4"\A1;2'-3" \A1;9'-5" \A1;9'-10"\A1;3'-6" \A1;7'-4{\H0.750000x;\S3#4;}"\A1;7'-2{\H0.750000x;\S3#4;}"\A1;2'-11{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S3#4;}"\A1;2'-4"\A1;2'-3" \A1;9'-5" \A1;9'-10"\A1;3'-6" \A1;7'-4{\H0.750000x;\S3#4;}"\A1;7'-2{\H0.750000x;\S3#4;}"\A1;2'-11{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S3#4;}"\A1;2'-4"\A1;2'-3" \A1;9'-5" SCALE:SLAB UTILITY PLAN - BEDROOM 6 / BATH 6 OPTION1/4" = 1'-0"- SCALE:SLAB UTILITY PLAN - OWNER'S BATH 4 OPTION1/4" = 1'-0"-SCALE:SLAB UTILITY PLAN - OWNER'S BATH 5 OPTION1/4" = 1'-0"-SCALE:SLAB UTILITY PLAN - OWNER'S BATH 6 OPTION1/4" = 1'-0"- \pxql;LINE OF OPT. MASONRY WRAP \A1;9'-10"\A1;3'-6" \A1;7'-4{\H0.750000x;\S3#4;}"\A1;7'-2{\H0.750000x;\S3#4;}"\A1;2'-11{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S3#4;}"\A1;2'-4"\A1;2'-3" \A1;9'-5" SCALE:SLAB UTILITY PLAN - OWNER'S BATH 3 OPTION1/4" = 1'-0"- FOUNDATION NOTES\pxi-3,l3,t3;{\LGENERAL SPECIFICATIONS\P}\P1. WHERE DISCREPANCIES BETWEEN SOILS REPORT AND STRUCTURAL DRAWINGS OCCUR, CONTACT THE STRUCTURAL ENGINEER.\P2. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE.\P3. SURFACE WATER TO DRAIN AWAY FROM STRUCTURE. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FEET (2% FOR IMPERVIOUS SURFACES)IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODES.\P4. GARAGE SLAB SHALL SLOPE A MIN. OF 2" AWAY FROM STRUCTURE.\P5. CONCRETE STOOPS AND PORCH/PATIO SLABS SHALL SLOPE A MIN. OF 1/4" PER FOOT AWAY FROM STRUCTURE.\P6. PROVIDE BEARING LEDGE FOR MASONRY AS INDICATED BY STRUCTURAL DRAWINGS.\P7. FOR ADDITIONAL INFORMATION SEE STRUCTURAL DRAWINGS AND NOTES 10/07/19 William Hohlt