HomeMy WebLinkAboutA001.0SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"-
\A1;63'-7" - OVERALL \A1;63'-7" - OVERALLUP 16 RISERS
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
SLAB LEDGE, PER SPEC.
SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD
\A1;1'-0"
\A1;21'-3"
\A1;13'-11"
\A1;13'-3"
\A1;5'-5{\H0.750000x;\S1#2;}"
\A1;9'-8{\H0.750000x;\S1#2;}"
\A1;21'-8"\A1;11'-4"
BASEMENT - UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
123456789 10
\A1;11'-4"
\A1;14'-9{\H0.750000x;\S1#2;}"
\A1;3'-11"
\A1;9'-0"
\A1;15'-10{\H0.750000x;\S1#2;}"\A1;3'-10{\H0.750000x;\S1#2;}"\A1;22'-6"
RADON VENT AS REQUIRED PER CODE, VERIFY LOCATION
WATER HEATER, PER SPEC. VERIFY LOCATION IN FIELD
FURNACE, PER SPEC. VERIFY LOCATION W/ MECHANICAL PLANS
\A1;14'-0"
\A1;3'-9"FD
\A1;19'-7{\H0.750000x;\S1#2;}"\A1;33'-11{\H0.750000x;\S1#2;}"
\A1;1'-1{\H0.750000x;\S1#2;}"
ROUGH IN BATH
\A1;2'-3{\H0.750000x;\S3#4;}"
\A1;4'-6{\H0.750000x;\S3#4;}"
2A2 B.2 2A2 B.2
\A1;23'-9"
\A1;5'-7"
\A1;16'-3"
\A1;1'-11"\A1;2'-0"
SLOPE
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
\A1;14'-3"
\A1;22'-7"\A1;67'-7" - OVERALL\A1;2'-8"\A1;8'-3"\A1;1'-1"\A1;12'-0"
\A1;21'-7"
SLOPE
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
\A1;13'-0"\A1;11'-6"
\A1;1'-6"\A1;1'-6"
\A1;3'-3{\H0.750000x;\S1#2;}"
\A1;8'-2{\H0.750000x;\S1#2;}"
\A1;9'-7"\A1;12'-1"
11
5030 SL 5030 SL 5030 SL
5030 SL
2x4 FRAMING (SEE STRUCTURAL PLANS)
\A1;67'-7" OVERALL\A1;8'-0"\A1;15'-7"\A1;6'-3{\H0.750000x;\S1#2;}"\A1;6'-4"\A1;8'-9{\H0.750000x;\S1#2;}"\A1;8'-7"\A1;12'-7{\H0.750000x;\S1#2;}"\A1;4'-3{\H0.750000x;\S1#2;}"\A1;3'-8{\H0.750000x;\S1#2;}"\A1;11'-1{\H0.750000x;\S1#2;}"\A1;4'-5{\H0.750000x;\S1#2;}"\A1;17'-4{\H0.750000x;\S1#2;}"\A1;14'-0"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
1A2 B.1
\A1;3'-0"
\A1;18'-7"
1A2 B.1
4140 SL & EGRESS WELL #1, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
PERIMETER DRAIN, PER SPEC.
\A1;8'-9{\H0.75x;\S1#2;}"
\A1;5'-5{\H0.75x;\S1#2;}"
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
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 - 2019
Joel Hampshire08/04/2014
Garage Left
Truman
1702.300.00 CPM
LOT 660
08/14/20191900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone OfficePLOTTED: August 15, 2019 / Annie Lee / 1702-TRUMAN-IN-WCLY-PLAN.DWG
A0
BB-1.1Basement Foundation Plan.7 1/2" Wallss12/16/19
Adam Schriner