HomeMy WebLinkAboutA001.01900 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 Schuette09/30/2016
RIGHT
Allison II
2377.300.00.CPM
LOT 67
03/15/2018
PLOTTED: March 15, 2018 / Prem Kumar / 2377-ALLISON II-CZ-BASE-PLAN.DWG
A0
B-1.1Basement Foundation Plan. SUMP w/ CHECK VALVE, VERIFY LOCATION
PROVIDE SEPARATION BETWEEN WATER & SEWER LINES, PER CODE
4140 SL & EGRESS WELL #4, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
SLOPE
\A1;54'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;20'-11{\H0.750000x;\S1#2;}"
\A1;33'-4"
\A1;47'-3{\H0.750000x;\S1#2;}"
\A1;54'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;48'-0" - OVERALL\A1;31'-6"\A1;16'-6"
\A1;22'-8{\H0.750000x;\S1#2;}"
\A1;10'-7{\H0.750000x;\S1#2;}"\A1;10'-3{\H0.750000x;\S1#2;}"
\A1;3'-6{\H0.750000x;\S1#2;}"
\A1;3'-6{\H0.750000x;\S1#2;}"
\A1;15'-11{\H0.750000x;\S1#2;}"
\A1;11'-8"
\A1;10'-8"\A1;18'-8"FURNACE PER MECHANICAL PLANS
WATER HEATER, PER SPEC
RADON VENT PER CODE, VERIFY LOCATION
\A1;2'-11{\H0.750000x;\S3#4;}"
\A1;18'-8"
\A1;19'-5"\A1;12'-1"
\A1;5'-0"
\A1;2'-7{\H0.750000x;\S1#4;}"
2A2 B.1
1A2 B.1
3A2 B.2
3A2 B.2
4A2 B.2
4A2 B.2
SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"-
PERIMETER DRAIN, PER SPEC
ROUGH IN BATH UP 8 RISERSHANDRAIL, PER CODE1234567
\A1;6'-5{\H0.750000x;\S1#2;}"\A1;4'-5{\H0.750000x;\S1#4;}"\A1;7'-0"
\A1;29'-4"
\A1;20'-6{\H0.750000x;\S1#2;}"
\A1;1'-5{\H0.750000x;\S1#2;}"
SLAB/UNEXCAVATED (SEE STRUCTURAL PLANS)POST & BEAM PER STRUCTURAL PLANS
POST & BEAM PER STRUCTURAL PLANS
POST & BEAM PER STRUCTURAL PLANS
\A1;7'-4"
\A1;19'-2{\H0.750000x;\S3#4;}"\A1;12'-3{\H0.750000x;\S1#4;}"
12345678
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
BASEMENT -
UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
\A1;2'-7{\H0.750000x;\S1#2;}"\pxql;2/8
FD
36x60 SHOWER
\A1;12'-6{\H0.750000x;\S1#2;}"\A1;6'-1{\H0.750000x;\S1#2;}"
\A1;2'-0"
PORCHUNEXCAVATED(SEE STRUCTURAL PLANS)PORCH
8
\A1;48'-0" - OVERALL \A1;19'-6"\A1;8'-11{\H0.750000x;\S1#2;}"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;10'-6"\A1;18'-0"\A1;1'-8"\A1;5'-7"\A1;1'-7{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-7{\H0.750000x;\S1#2;}"\A1;1'-1{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;1'-1{\H0.750000x;\S1#2;}"
\A1;1'-11{\H0.750000x;\S1#2;}"
\A1;5'-0{\H0.750000x;\S1#2;}"\A1;1'-9{\H0.750000x;\S1#2;}"
\A1;3'-3"
2A2 B.1
\A1;42'-3{\H0.750000x;\S1#2;}"
1A2 B.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
04/02/18
Adam Schriner