HomeMy WebLinkAboutA001.0\A1;1'-8"
\A1;16'-0"
\A1;1'-0"\A1;4'-8"
\A1;5'-9"
\A1;5'-2"
\A1;4'-5{\H0.750000x;\S1#2;}"
SCALE:SLAB UTILITY PLAN1/4" = 1'-0"-
\A1;67'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;58'-0" - OVERALL
\A1;67'-5" - OVERALL
\A1;12'-0"\A1;54'-3{\H0.750000x;\S1#2;}"
\A1;17'-10"
\A1;30'-2"
\A1;43'-0"\A1;20'-3{\H0.750000x;\S1#2;}"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
SLOPE
\A1;1'-4"\A1;3'-5"\A1;15'-9"\A1;3'-3"
\A1;5'-9"
\A1;1'-11{\H0.750000x;\S1#2;}"
\A1;2'-3"
\A1;18'-4"
GAS VALVE
\A1;22'-6{\H0.750000x;\S1#2;}"
\A1;8'-1{\H0.750000x;\S1#4;}"
GAS VALVE
\A1;2'-11"\A1;2'-11"
\A1;17'-10"\A1;6'-1"
\pxql;PROVIDE ELECTRICAL CONDUIT AND/OR \PROUGH PLUMBING \PUNDER THE SLAB AT \PISLAND AS \PREQUIRED PER PLAN
\A1;3'-2"
\A1;8'-7{\H0.750000x;\S1#2;}"\A1;9'-2{\H0.750000x;\S3#4;}"
\A1;22'-6{\H0.750000x;\S1#4;}"\A1;3'-11{\H0.750000x;\S1#4;}"
1A2 S.1
2A2 S.1
2A2 S.1
\A1;20'-6"
\A1;8'-7"\A1;6'-0{\H0.750000x;\S1#2;}"
\A1;2'-6{\H0.750000x;\S1#2;}"
\A1;6'-0"
\A1;1'-0"
\A1;2'-1{\H0.750000x;\S1#2;}"\A1;1'-5"
\A1;3'-7{\H0.750000x;\S1#2;}"\A1;6'-0"
\A1;1'-2{\H0.750000x;\S1#2;}"
\A1;9'-8{\H0.750000x;\S1#2;}"\A1;8'-3"
\A1;3"
\A1;58'-0" - OVERALL
\A1;20'-4{\H0.750000x;\S1#2;}"
\A1;2'-4{\H0.750000x;\S1#2;}"
\A1;16'-3"
\A1;1'-9"
\A1;13'-0{\H0.750000x;\S1#2;}"
\A1;2'-2"
\A1;8'-7"
\A1;1'-10{\H0.750000x;\S1#2;}"
\A1;2'-3"
\A1;1'-0"
\A1;2'-0"
\A1;10'-0"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
\A1;2'-1{\H0.750000x;\S1#2;}"\A1;15'-11"
1A2 S.1
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
1900 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 - 2018
Suzette Schuette06/13/2016
RIGHT
BELFORT
2447.300.00.CPM
LOT 26
08/10/2018
PLOTTED: August 13, 2018 / Rudolph Sanchez / 2447-BELFORT-MZ-BASE-PLAN.DWG
A0
S-1.1Slab Utility Plan08/27/18
William Hohlt