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 - 2019
Suzette Schuette06/13/2016
Right
Lyon
2448.300.00.CPM
Lot 14
06/18/2019
PLOTTED: June 18, 2019 / Vidya / 2448-LYON-MZ-BASE-PLAN.DWG
A0
BB-1.1Basement Foundation Plan.7 1/2" Walls\A1;2{\H0.750000x;\S1#4;}"
\A1;13'-9{\H0.750000x;\S1#2;}"\A1;39'-9{\H0.750000x;\S1#2;}"
\A1;6'-3{\H0.750000x;\S1#2;}"\A1;35'-4{\H0.750000x;\S1#2;}"
SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"-
UP 16 RISERS
ROUGH IN BATH
\A1;65'-7" - OVERALL\A1;12'-0"\A1;53'-7"
\A1;58'-7" - OVERALL
\A1;15'-0"
\A1;33'-7"
\A1;41'-8"\A1;21'-11"
\A1;12'-9"
\A1;7'-10{\H0.750000x;\S1#2;}"
\A1;27'-11{\H0.750000x;\S1#2;}"
\A1;1'-4"\A1;21'-7{\H0.750000x;\S1#2;}"
\A1;16'-1"\A1;5'-9"\A1;3'-2{\H0.750000x;\S1#4;}"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
BASEMENT -
UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
\pxql;PERIMETER DRAIN, PER SPEC
SLOPE
\A1;19'-7"
\A1;8'-4{\H0.750000x;\S1#2;}"
\A1;27'-3{\H0.750000x;\S1#2;}"
\A1;17'-3"
\A1;19'-6"
\A1;17'-10{\H0.750000x;\S1#2;}"\A1;4'-0{\H0.750000x;\S1#2;}"
123456
\pxql;HANDRAIL, PER CODE
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD
\pxql;FURNACE, PER SPEC. VERIFY LOCATION w/ MECHANICAL \PPLANS
\pxql;WATER HEATER, PER SPEC. \PVERIFY LOCATION \PIN FIELD
\pxql;RADON VENT PER CODE, VERIFY LOCATION
1A2 B.1 1A2 B.1
\A1;65'-7" - OVERALL
\A1;16'-1{\H0.750000x;\S1#2;}"\A1;5'-6"
\pxql;4140 SL & EGRESS WELL #1, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
\pxql;4140 SL & EGRESS WELL #4, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
\pxql;CHASE ABOVE
\A1;6'-6{\H0.750000x;\S1#2;}"
\A1;4'-0{\H0.750000x;\S1#2;}"
\A1;8'-9{\H0.750000x;\S1#2;}"
2/8
\A1;17'-11"
\A1;1'-10{\H0.750000x;\S1#2;}"
2A2 B.1
2A2 B.1
POST & BEAM PER STRUCTURAL PLANS
POST & BEAM PER STRUCTURAL PLANS
FD
78910
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
\A1;2'-0"
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION (TYP.)
\A1;10'-0"
\A1;21'-7"
\A1;2'-8"
\A1;10'-0"
\A1;3"
\A1;8'-3"
\A1;1'-6"
\A1;58'-7" - OVERALL
\A1;21'-7"
\A1;7'-5"
\A1;19'-7"
\A1;16'-3"
\A1;2'-8"
\A1;1'-4"\A1;2'-0"\A1;2'-2"\A1;2'-0"\A1;4'-2"\A1;1'-4"
\A1;1'-5{\H0.750000x;\S1#2;}"
\A1;4'-6"
\A1;1'-5{\H0.750000x;\S1#2;}"
LINE OF WALL ABOVE
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
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
07/11/19
Adam Schriner