HomeMy WebLinkAboutA001.0FOUNDATION 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
UP 16 RISERS
SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
4140 SL & EGRESS WELL #1, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
BASEMENT - UNFINISHEDSLAB (SEE STRUCTURAL PLANS)\A1;12'-11{\H0.750000x;\S3#4;}"\A1;3'-1{\H0.750000x;\S1#4;}"
\A1;4'-4{\H0.750000x;\S1#2;}"
\A1;4'-5{\H0.750000x;\S1#2;}"
ROUGH IN BATH
\A1;71'-3{\H0.750000x;\S1#2;}" OVERALL \A1;71'-3{\H0.750000x;\S1#2;}" OVERALL
\A1;12'-0"
\A1;6'-9{\H0.750000x;\S1#2;}"\A1;21'-0"
\A1;2'-0"
\A1;2'-11{\H0.750000x;\S1#2;}"
\A1;11'-0"
\A1;13'-7"\A1;3'-10{\H0.750000x;\S1#2;}"\A1;17'-4"
\A1;15'-0"
\A1;13'-0{\H0.750000x;\S1#2;}"
\A1;15'-10"\A1;2'-11{\H0.750000x;\S1#2;}"
\A1;20'-6{\H0.750000x;\S1#2;}"
RADON VENT PER CODE, VERIFY LOCATION
WATER HEATER, PER SPEC. VERIFY LOCATION IN FIELD
FD
\A1;71'-7" OVERALL\A1;11'-0"\A1;16'-0"
\A1;3'-0"
\A1;3'-8{\H0.750000x;\S1#2;}"\A1;3'-1"
\A1;6'-11"
\A1;37'-9{\H0.750000x;\S1#2;}"
1A2 B.1
2A2 B.2
2A2 B.2
\A1;3'-6{\H0.750000x;\S1#2;}"\A1;2'-1"
7 654321
8
HANDRAIL, PER CODE
POST & BEAM PER STRUCTURAL PLANS
\A1;46'-7"
\A1;7'-2"
\A1;25'-0"
\A1;21'-7"
SLOPECONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
\A1;7'-8{\H0.750000x;\S1#2;}"
\A1;5'-0"
\A1;16'-3"
\A1;1'-7"
\A1;10"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
\A1;69'-7" OVERALL \A1;23'-0"\A1;11'-11{\H0.750000x;\S1#2;}"\A1;1'-8"\A1;22'-7{\H0.750000x;\S1#2;}"\A1;12'-0"\A1;8'-3"\A1;1'-7"\A1;11'-10{\H0.750000x;\S1#2;}"\A1;1'-8"\A1;1'-8"\A1;6'-1{\H0.750000x;\S1#2;}"
\A1;3'-7"
\A1;21'-3{\H0.750000x;\S1#2;}"
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION (TYP.)
\A1;2'-2"
\A1;7'-1{\H0.750000x;\S1#2;}"\A1;8'-8{\H0.750000x;\S1#2;}"
\A1;1'-8"\A1;TYP.
\A1;6'-0{\H0.750000x;\S1#2;}"
\A1;13'-0{\H0.750000x;\S1#2;}"
\A1;1'-3{\H0.750000x;\S1#2;}"
\A1;21'-3{\H0.750000x;\S1#2;}"\A1;7'-4"
\A1;2'-0"
\A1;14'-9{\H0.750000x;\S1#2;}"
ALTERNATE SUMP PUMP LOCATION - VERIFY LOCATION IN FIELD
LINE OF DECK ABOVE
\A1;3'-0{\H0.750000x;\S1#2;}"4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
\A1;4'-10{\H0.750000x;\S1#2;}"\A1;5'-1"\A1;4'-10"
\A1;10'-0"
\A1;2'-0"\A1;2'-0"
\A1;2'-2{\H0.750000x;\S1#2;}"
\A1;8'-0{\H0.750000x;\S1#2;}"
...........................
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
Garage Left
TRAILWAY
2179.300.00.CPM
LOT 658
08/03/20181900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone OfficePLOTTED: November 14, 2018 / Annie Lee / 2179-TRAILWAY-IN-WCLYE-PLAN.DWG
A0
BB-1.1Basement Foundation Plan.7 1/2" Walls01/03/19
William Hohlt