HomeMy WebLinkAboutA001.01900 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 Schuette06/07/2013
GARAGE RIGHT
Croix
1993.301
LOT 23
09/24/2019
PLOTTED: September 24, 2019 / Rohit Gupta / 1993-CROIX-CZ-BAS2-PLAN.DWG
A4
IBB4.1Basement Foundation Plan \A1;46'-3{\H0.750000x;\S1#2;}"\A1;67'-7" - OVERALL
\A1;57'-7"\A1;6'-0"\A1;67'-7" - OVERALL
\A1;13'-7{\H0.750000x;\S1#2;}"
\A1;40'-11{\H0.750000x;\S1#2;}"
\A1;54'-7" - OVERALL
SUMP w/ CHECK VALVE, VERIFY LOCATIONPROVIDE SEPARATION BETWEEN WATER & SEWER LINES, PER CODE
UP 16RHANDRAIL, PER CODE
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4140 SL & EGRESS WELL #3, AS \PREQUIRED BY CODE
\A1;10'-3{\H0.750000x;\S1#2;}"\A1;47'-3{\H0.750000x;\S1#2;}"
SLOPEGARAGESLAB / UNEXCAVATED (SEE STRUCTURAL PLANS)
SLAB LEDGE, \PPER DETAIL
BASEMENT UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
ROUGH \PIN BATH\A1;2'-2"
\A1;3'-4"
\A1;16'-2"
\A1;16'-0"
1A2 B.1
3A2 B.2 3A2 B.2
2A2 B.1
2A2 B.1
PERIMETER DRAIN, PER SPEC LEAD WALL PAST OVERDIG, TYP. (SEE STRUCTURAL)
FURNACE PER MECHANICAL PLANSWATER HEATER, PER SPEC
RADON VENT PER CODE, VERIFY LOCATION
FD\A1;4'-11{\H0.750000x;\S1#2;}"
\A1;14'-9{\H0.750000x;\S1#2;}"
\A1;13'-0{\H0.750000x;\S3#4;}"\A1;18'-0{\H0.750000x;\S1#2;}"
\A1;18'-8{\H0.750000x;\S1#2;}"
\A1;3'-8"
POST & BEAM PER STRUCTURAL PLANS
\A1;46'-3{\H0.750000x;\S1#2;}"
\A1;21'-3{\H0.750000x;\S1#2;}" - GARAGE
PORCHSLAB/UNEXCAVATED (SEE STRUCTURAL PLANS)
\A1;54'-7" - OVERALL
\A1;19'-7"
\A1;9'-0"
\A1;11'-5"
\A1;14'-7"
\A1;1'-8"
\A1;16'-3"
\A1;1'-8"
\A1;7'-11{\H0.750000x;\S1#2;}"
\A1;6'-3{\H0.750000x;\S1#2;}"\A1;16'-0"\A1;9'-8{\H0.750000x;\S1#2;}"
\A1;14'-0"\A1;2'-0"
\A1;20'-7{\H0.750000x;\S1#2;}"
POST & BEAM PER STRUCTURAL PLANS
1A2 B.1
\A1;4'-0"\A1;5'-8{\H0.750000x;\S1#2;}"
\A1;4'-5"
\A1;7'-0"
16
SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"-
\A1;2'-0"\A1;2'-0"
\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 4" LEDGE UNDER MASONRY AS INDICATED BY STRUCTURAL DRAWINGS.\P7. FOR ADDITIONAL INFORMATION SEE STRUCTURAL DRAWINGS AND NOTESFOUNDATION NOTES
10/20/19
William Hohlt