HomeMy WebLinkAboutA001.0SCALE:OPT. BASEMENT FOUNDATION PLAN w/ MASONRY WRAP1/4" = 1'-0"-
\A1;15'-8{\H0.750000x;\S1#2;}"
\A1;46'-3{\H0.75x;\S1#2;}"\A1;21'-3{\H0.75x;\S1#2;}"\A1;67'-7" - OVERALL
\A1;4'-0"\A1;57'-7"\A1;6'-0"\A1;67'-7" - OVERALL
\A1;13'-8"
\A1;20'-4"
\A1;20'-7"
\A1;54'-7" - OVERALL
\A1;2'-8"
\A1;16'-3"
\A1;2'-8"
\A1;21'-7"
\A1;12'-0"
\A1;6'-5"
\A1;14'-7"
\A1;54'-7" - OVERALL
\A1;19'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR\A1;2'-0" - ℄ OF OPT. DOOR
SUMP w/ CHECK VALVE, VERIFY LOCATION
OPT. EJECTOR PIT AND PUMP AS REQUIRED, VERIFY LOCATION
PROVIDE SEPARATION BETWEEN WATER & SEWER LINES, PER CODE
UP 15RHANDRAIL, PER CODE
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OPT. 4140 SL & EGRESS WELL #1, AS REQUIRED BY CODE
\A1;10'-3{\H0.750000x;\S1#2;}"
\A1;10'-3{\H0.750000x;\S1#2;}"
OPT. 4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE OPT. 4140 SL & EGRESS WELL #4, AS REQUIRED BY CODE
\A1;10'-3{\H0.750000x;\S1#2;}"\A1;20'-0"\A1;27'-3{\H0.75x;\S1#2;}"
OPT. 4140 SL & EGRESS WELL #2, AS REQUIRED BY CODE
\A1;7'-3{\H0.750000x;\S1#2;}"
\A1;6'-4{\H0.750000x;\S1#2;}"
SLOPEGARAGESLAB / UNEXCAVATED (SEE STRUCTURAL PLANS)
SLAB LEDGE, PER DETAIL
LEAD WALL PAST OVERDIG, TYP. (SEE STRUCTURAL)
BASEMENT UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
CONCRETE SLABUNEXCAVATED (SEE STRUCTURAL PLANS)
OPT. ROUGH IN BATH\A1;2'-2"
\A1;3'-4"
\A1;16'-2"
\A1;16'-0"
\A1;16'-0"
\A1;16'-0"\A1;4'-0"
\A1;16'-0"
1-1-
3-3-
2-
2-
PERIMETER DRAIN, PER SPEC
LEAD WALL PAST OVERDIG, TYP. (SEE STRUCTURAL)
FURNACE PER MECHANICAL PLANS
WATER HEATER, PER SPECRADON VENT PER CODE, VERIFY LOCATION
FD
\A1;4'-11{\H0.750000x;\S1#2;}"
\A1;14'-9{\H0.75x;\S1#2;}"
\A1;3'-8"
\A1;4'-5{\H0.750000x;\S3#4;}"\A1;13'-0{\H0.750000x;\S3#4;}"\A1;18'-0{\H0.750000x;\S1#2;}"
\A1;18'-8{\H0.75x;\S1#2;}"
\A1;3'-8"
POST & BEAM PER STRUCTURAL PLANS
\A1;46'-3{\H0.75x;\S1#2;}"\A1;5'-3{\H0.750000x;\S1#2;}"\A1;20'-7{\H0.75x;\S1#2;}"
\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
3 3
3 1900 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 - 2017
RICK STARKEY06/07/2013
GARAGE LEFT
Croix
1993.301
--
08/01/2017
PLOTTED: October 6, 2017 / Mark Muurisepp / 1993-CROIX-CZ-BAS2-PLAN.DWG
A4
IBB4.1Opt. Basement Foundation Plan w/ Masonry Wrap.Alternate sump location
07/19/19
William Hohlt