HomeMy WebLinkAboutA001.01900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone Office........................
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
MEADOWVIEW
2058.300.00.CPM
LOT 200
01/30/2018
PLOTTED: February 2, 2018 / Rudolph Sanchez / 2058-MEADOWVIEW-IN-WCLY-PLAN.DWG
A0
B-1.1Basement Foundation Plan SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"-
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
BASEMENT -
UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
UP 16 RISERS23415678HANDRAIL, PER CODE
SLAB LEDGE, PER DETAIL
SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION (TYP.)
ROUGH IN BATH
1A2 B.1 1A2 B.1
2A2 B.2
2A2 B.2
\A1;67'-4" OVERALL \A1;67'-4" OVERALL
\A1;59'-7"
\A1;9'-3{\H0.750000x;\S1#2;}"
\A1;10'-0"
\A1;28'-7"
\A1;5'-4"
\A1;18'-6"
\A1;4'-0{\H0.750000x;\S1#2;}"
\A1;3'-10{\H0.750000x;\S1#2;}"
\A1;10'-6"\A1;12'-9{\H0.750000x;\S1#2;}"
\A1;16'-4{\H0.750000x;\S1#2;}"
\A1;6'-6"
\A1;7'-4"\A1;22'-3{\H0.750000x;\S1#2;}"
\A1;10'-0"
\A1;3'-0"
\A1;3'-8{\H0.750000x;\S1#2;}"\A1;2'-4"\A1;3'-7"
\A1;3'-10{\H0.750000x;\S1#2;}"
\pxql;2X6 WALL
FD
POST & BEAM PER STRUCTURAL PLANS
\A1;25'-1{\H0.750000x;\S1#2;}"
\A1;2'-2"
\A1;16'-3"
\A1;6'-8{\H0.750000x;\S1#2;}"
\A1;12'-6"\A1;3'-4"
\A1;22'-11"
SLOPE
\A1;19'-7"
\A1;7'-4"
ALTERNATE SUMP PUMP LOCATION - VERIFY LOCATION IN FIELD
\A1;3'-9"
SLOPE
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
\A1;72'-1" OVERALL \A1;20'-7"\A1;9'-0"
\A1;6'-5{\H0.750000x;\S1#2;}"CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
\A1;7'-11"\A1;1'-10"\A1;12'-6"\A1;8'-3"\A1;2'-5"\A1;10'-0"\A1;8'-2{\H0.750000x;\S1#2;}"
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
\A1;2'-10"\A1;18'-2{\H0.750000x;\S1#2;}"\A1;1'-0{\H0.750000x;\S1#2;}"
\A1;4'-9"
\A1;6"\A1;2'-6"
\A1;9'-4"\A1;9'-11"
5030 SL5030 SL
5030 SL5030 SL
5030 SL
\A1;72'-1" - OVERALL \A1;10'-0"\A1;16'-7"\A1;16'-5"\A1;15'-7"\A1;4'-3{\H0.750000x;\S5#8;}"\A1;4'-3{\H0.750000x;\S3#8;}"\A1;7'-8{\H0.750000x;\S5#8;}"\A1;7'-10{\H0.750000x;\S3#8;}"\A1;5'-3{\H0.750000x;\S5#8;}"\A1;8'-0"
\A1;4'-5"\A1;4'-5"\A1;8'-2"
\A1;4'-8{\H0.750000x;\S3#8;}"
2x4 FRAMING \P(SEE STRUCTURAL PLANS)
5030 SL
\A1;13'-6"
FURNACE, PER SPEC. VERIFY LOCATION W/ MECHANICAL PLANS
RADON VENT AS REQUIRED PER CODE, VERIFY LOCATION
WATER HEATER, PER SPEC. VERIFY LOCATION IN FIELD
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
04/17/18
Adam Schriner