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HomeMy WebLinkAboutA002.01900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone Office108/05/2016BID SET REVISIONS209/02/2016ADDITIONAL ELEVS.309/14/2016ADDITIONAL ELEVS.410/28/2016REVISIONS512/28/2016REVISIONS............ 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 - 2016 EM/ER06/13/2016 LEFT BOURGES 2450.300.00.CPM -- 12/28/2016 PLOTTED: January 4, 2017 / Annie Ki / 2450-BOURGES-MZ-BASE-EL-NC2G.DWG A3-NC2G 3FB.1Northern Craftsman 2G3 Car Front EntryPartial Foundation Plan\A1;16'-1{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;4'-4" SCALE:SLAB FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB \A1;58'-0" - OVERALL\A1;20'-10{\H0.750000x;\S3#4;}"\A1;2'-8"\A1;16'-3"\A1;1'-11{\H0.750000x;\S3#4;}"\A1;14'-0" UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB\A1;20'-5{\H0.750000x;\S1#2;}" \A1;2'-2"\A1;10'-5{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;4'-10" \A1;13'-4{\H0.750000x;\S3#4;}"\A1;3"\A1;8'-3"\A1;1'-2{\H0.750000x;\S1#2;}"\A1;9'-8{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;2'-2{\H0.750000x;\S1#2;}" \A1;6'-10" \A1;2'-2{\H0.750000x;\S1#2;}" \A1;9'-0{\H0.750000x;\S1#2;}" \A1;67'-6" OVERALL \A1;OPT. MASONRY \PWRAP, PER \PCOMMUNITY \PSPEC. \A1;OPT. MASONRY \PRETURN, PER \PSPEC. \A1;2'-3{\H0.750000x;\S1#2;}" \A1;OPT. MASONRY \PRETURN, PER \PSPEC. \A1;2'-3{\H0.750000x;\S1#2;}" \A1;58'-7" OVERALL AT OPT. MASONRY WRAP \A1;67'-9{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;21'-7"\A1;14'-1"\A1;9'-8{\H0.750000x;\S1#2;}" 1 11 1 1 \A1;16'-1{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;4'-4" SCALE:BASEMENT FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB \A1;58'-0" - OVERALL\A1;20'-10{\H0.750000x;\S3#4;}"\A1;2'-8"\A1;16'-3"\A1;1'-11{\H0.750000x;\S3#4;}"\A1;14'-0" UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB SLAB (SEE STRUCTURAL PLANS)BASEMENT - UNFINISHED\A1;20'-5{\H0.750000x;\S1#2;}" \A1;2'-2"\A1;10'-5{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;4'-10" \A1;13'-4{\H0.750000x;\S3#4;}"\A1;3"\A1;8'-3"\A1;1'-2{\H0.750000x;\S1#2;}"\A1;9'-8{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;2'-2{\H0.750000x;\S1#2;}" \A1;6'-10" \A1;2'-2{\H0.750000x;\S1#2;}" \A1;9'-0{\H0.750000x;\S1#2;}" \A1;67'-6" OVERALL \A1;OPT. MASONRY \PWRAP, PER \PCOMMUNITY \PSPEC. \A1;OPT. MASONRY \PRETURN, PER \PSPEC. \A1;2'-3{\H0.750000x;\S1#2;}" \A1;OPT. MASONRY \PRETURN, PER \PSPEC. \A1;2'-3{\H0.750000x;\S1#2;}" \A1;58'-7" OVERALL AT OPT. MASONRY WRAP \A1;67'-9{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;21'-7"\A1;14'-1"\A1;9'-8{\H0.750000x;\S1#2;}" \A1;2'-6" 1 1 11 1 1 LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.) \A1;2'-6"\A1;2'-6"\A1;9'-0" \A1;1'-9{\H0.750000x;\S3#4;}" \A1;2'-6" \A1;1'-9{\H0.750000x;\S3#4;}" 1 1 1 LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.) 09/23/19 William Hohlt