HomeMy WebLinkAboutA001.0SLAB LEDGE, PER DETAIL
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
\A1;61'-6" OVERALL
\A1;45'-7"
\A1;4'-0"
\A1;2'-0"
\A1;74'-5" OVERALL\A1;10'-4"\A1;12'-3"\A1;1'-8"\A1;1'-8"\A1;32'-4{\H0.750000x;\S1#2;}"\A1;15'-10"
\A1;61'-6" OVERALL
\A1;2'-0"
\A1;9'-8{\H0.750000x;\S1#2;}"
\A1;18'-4"\A1;19'-11{\H0.750000x;\S1#2;}"\A1;10'-0"
\A1;4'-3{\H0.750000x;\S1#2;}"
\A1;20'-7{\H0.750000x;\S1#2;}"
\A1;3'-10{\H0.750000x;\S1#2;}"
\A1;3'-11"
\A1;10'-3{\H0.750000x;\S1#2;}"
\A1;35'-3{\H0.750000x;\S1#2;}"
\A1;24'-11"
\A1;3'-11"\A1;3'-10{\H0.750000x;\S1#2;}"\A1;14'-1"
4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD
\A1;2'-3{\H0.750000x;\S3#4;}"\A1;3'-11"
\A1;8'-8{\H0.750000x;\S1#2;}"
\A1;14'-11{\H0.750000x;\S1#2;}"
RADON VENT PER CODE, VERIFY LOCATIONWATER HEATER, PER SPEC. VERIFY LOCATION IN FIELD \A1;6'-7"
\A1;23'-1"
\A1;4'-8"
\A1;16'-3"
\A1;2'-2"
\A1;22'-11"
\A1;2'-0"
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
\A1;16'-4"\A1;3'-7{\H0.750000x;\S1#2;}"
\A1;3'-5{\H0.750000x;\S1#2;}"
\A1;21'-5{\H0.750000x;\S1#2;}"\A1;19'-5{\H0.750000x;\S1#2;}"
\A1;3'-5{\H0.750000x;\S1#2;}"
\A1;2'-3{\H0.750000x;\S1#2;}"\A1;15'-10"
\A1;74'-5" OVERALL \A1;5'-8"\A1;14'-6"\A1;1'-10"\A1;10'-3"\A1;2'-5"\A1;9'-3"\A1;5'-8"\A1;20'-7"
\A1;3{\H0.750000x;\S1#2;}"
\A1;3{\H0.750000x;\S1#2;}"
LEAD WALL PAST OVERDIG, TYP. (SEE STRUCTURAL)
ROUGH IN BATH
ALTERNATE SUMP PUMP LOCATION-VERIFY LOCATION IN FIELD
POST & BEAM PER STRUCTURAL PLANS
FURNACE, PER SPEC. VERIFY LOCATION W/ MECHANICAL PLANS
\A1;1'-7{\H0.750000x;\S1#2;}"
\A1;6'-11{\H0.750000x;\S1#2;}"\A1;13'-1"\A1;19'-3{\H0.750000x;\S1#2;}"\A1;3{\H0.750000x;\S1#2;}"\A1;3'-6"\A1;5'-6"\A1;3'-6"\A1;3{\H0.750000x;\S1#2;}"
\A1;1'-0"
\A1;7'-8{\H0.750000x;\S1#2;}"
\A1;1'-6"\A1;TYP.
\A1;8'-5"
\A1;10'-7"
\A1;12'-6"
\A1;1'-6"
\A1;6'-2{\H0.750000x;\S1#2;}"
\A1;1'-0"
\A1;1'-2{\H0.750000x;\S1#2;}"
SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"-
SLOPECONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
BASEMENT -
UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
1A2 B.1
2A2 B.2
3A2 B.2
SLOPE
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
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
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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 Hampshire03/01/2016
RIGHT
Skyview
2056.300.00.CPM
LOT 659
12/20/20181900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone OfficePLOTTED: March 21, 2019 / Annie Lee / 2056-SKYVIEW-IN-WCLY-PLAN.DWG
A0
BB-1.1Basement Foundation Plan.7 1/2" Walls06/11/19
Adam Schriner