HomeMy WebLinkAboutA001.0SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"
BASEMENT -
UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
\A1;62'-0" OVERALL
\A1;16'-0{\H0.750000x;\S1#2;}"
\A1;4'-0"
\A1;2'-0"
\A1;74'-5" OVERALL\A1;10'-4"\A1;12'-3"\A1;1'-8"\A1;1'-8"\A1;32'-8"\A1;13'-10"
\A1;62'-0" OVERALL
\A1;2'-0"
\A1;10'-0"
\A1;24'-11"
\A1;3'-10{\H0.750000x;\S1#2;}"
\A1;3'-11"
\A1;10'-3{\H0.750000x;\S1#2;}"
\A1;5'-9"
\A1;22'-11"
\A1;3'-11"\A1;3'-10{\H0.750000x;\S1#2;}"\A1;16'-1"
4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
\A1;3'-7{\H0.750000x;\S1#2;}"
1A2 B.1
2A2 B.2
3A2 B.3
POST & BEAM PER STRUCTURAL PLANS
SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD
\A1;4'-3{\H0.750000x;\S3#4;}"\A1;3'-11"
\A1;10'-8{\H0.750000x;\S1#2;}"
\A1;15'-8"
FURNACE, PER SPEC. VERIFY LOCATION W/ MECHANICAL PLANS
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"
SLOPE
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
\A1;19'-5{\H0.750000x;\S1#2;}"
\A1;3'-5{\H0.750000x;\S1#2;}"
\A1;2'-0"\A1;8'-4"
\A1;11'-6{\H0.750000x;\S1#2;}"\A1;7'-9"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
SLOPE
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
\A1;14'-1"\A1;6'-6"\A1;5'-5{\H0.750000x;\S1#2;}"
\A1;8'-0{\H0.750000x;\S1#2;}"\A1;6'-4{\H0.750000x;\S1#2;}"
\A1;2'-9"
\A1;1'-0"
\A1;11'-3"\A1;11'-3"\A1;1'-8"\A1;1'-8"
\A1;4'-8"\A1;2'-4"
SLAB LEDGE, PER DETAIL
\A1;20'-0"
\A1;5'-1"
\A1;12'-6"\A1;1'-7"\A1;8'-3"\A1;2'-8"\A1;74'-5" OVERALL
\A1;3'-2{\H0.750000x;\S1#2;}"
\A1;2'-0"
\A1;6'-11{\H0.750000x;\S1#2;}"
\A1;2'-7"\A1;15'-6"
\A1;11'-9{\H0.750000x;\S1#2;}"\A1;19'-1{\H0.750000x;\S1#2;}"
\A1;11'-6"
\A1;2'-0"
\A1;18'-8{\H0.750000x;\S1#2;}"
\A1;12'-10"
\A1;2'-0"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 - 2018
Joel Hampshire 03/01/2016
Right
Skyview
2056.300.00.CPM
LOT 193
02/22/20181900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone OfficePLOTTED: April 9, 2018 / Rudolph Sanchez / 2056-SKYVIEW-IN-WCLY-PLAN.DWG
A0
BB-1.1Basement Foundation Plan w/ Masonry 4 Sides.7 1/2" Walls05/17/18
William Hohlt