HomeMy WebLinkAboutA001.0PLOTTED: December 5, 2016 / Annie Ki / 2312-WOODSIDE-CZ-BASE-PLAN.DWG
A0
B-1.1Basement Foundation Plan.1900 Golf Road - Suite 300Schaumburg, Illinois 60173Midwest Zone Office101-26-2015.23-12-2015.312-15-2015PLAN REVISIONS403-11-2016PCR REVISIONS511-14-2016Plan Revisions............
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 - 2016
Rick Starkey11-14-2014
LEFT
WOODSIDE
2312.300.00.CPM
--
03-11-2016
\A1;4'-2"SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"-
OPT. 4140 SL & EGRESS WELL #2, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
LEAD WALL PAST OVER DIG TYP. (SEE STRUCTURAL)
SLAB (SEE STRUCTURAL PLANS).BASEMENT - UNFINISHED
SUMP w/ CHECK VALVE, VERIFY LOCATIONOPT. EJECTOR PIT AND PUMP AS REQUIRED, VERIFY LOCATION
PROVIDE SEPARATION BETWEEN WATER & SEWER LINES, PER CODE
\A1;50'-0" OVERALL\A1;19'-1{\H0.750000x;\S1#2;}"\A1;19'-1{\H0.750000x;\S1#2;}"\A1;11'-9"\A1;5'-10{\H0.750000x;\S1#2;}"\A1;5'-10{\H0.750000x;\S1#2;}"
\A1;54'-6" OVERALL
\A1;2'-0"
\A1;4'-0"
\A1;36'-0"
\A1;1'-0"\A1;1'-0"
\A1;10'-6"
\A1;6'-11"
\A1;32'-8"
\A1;54'-6" OVERALL
\A1;21'-10"
\A1;11'-7{\H0.750000x;\S1#2;}"
\A1;21'-0{\H0.750000x;\S1#2;}"
\A1;14'-6{\H0.750000x;\S1#2;}"\A1;4'-9{\H0.750000x;\S1#2;}"
\A1;50'-0" OVERALL\A1;20'-0"\A1;11'-4"\A1;7'-4{\H0.750000x;\S1#2;}"\A1;11'-3{\H0.750000x;\S1#2;}"
\A1;19'-10"\A1;13'-9{\H0.750000x;\S1#2;}"\A1;16'-4{\H0.750000x;\S1#2;}"
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
\A1;5'-4"
PERIMETER DRAIN, PER SPEC.
\A1;1'-9{\H0.750000x;\S1#2;}"
\A1;9'-6{\H0.750000x;\S1#2;}"
\A1;10'-6"
\A1;1'-10{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-10{\H0.750000x;\S1#2;}"
123456789UP 15 RISERSHANDRAIL, PER CODE ADD RISER W/ OPT. 9'-0" POUR
FDFURNACE PER MECHANICAL PLANS
OPT. WATER SOFTENER, PER SPEC.WATER HEATER, PER SPEC
RADON VENT PER CODE, VERIFY LOCATION
\A1;3'-10"
\A1;18'-0" - ℄ OF OPT. DOOR
\A1;3'-10{\H0.750000x;\S1#2;}"
\A1;21'-5{\H0.750000x;\S1#2;}"
\A1;3'-6"\A1;29'-1"
OPT. 4140 SL & EGRESS WELL #1, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS OPT. 4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
ROUGH-IN BATH
\A1;2'-6{\H0.750000x;\S1#2;}"\A1;2'-8"
\A1;17'-3{\H0.750000x;\S1#2;}"
\A1;2'-2"
1A2 B.1 2A2 B.2
2A2 B.2
1A2 B.1
3A2 B.33A2 B.3
POST & BEAM PER STRUCTURAL PLANS
POST & BEAM PER STRUCTURAL PLANS
POST & BEAM PER 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
Alternate Rear Sump
03/13/18
Adam Schriner