HomeMy WebLinkAboutA001.01900 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 - 2020
Zach Bittner08/04/2014
Left
Rockwall
2054.300.00.CPM
LOT 44
11/12/2020
PLOTTED: November 12, 2020 / Prem Kumar / 2054-ROCKWALL-CZ-BASE-PLAN.DWG
A0
BB-1.1Basement Foundation Plan..SCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"-
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
BASEMENT -
UNFINISHEDSLAB (SEE STRUCTURAL PLANS)
23415678
910
UP 16 RISERS
SLAB LEDGE, PER DETAIL
4140 SL & EGRESS WELL #2, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
4140 SL & EGRESS WELL #3, AS REQUIRED BY CODE\PSEE STRUCTURAL DETAILS
ROUGH IN BATH
1112
SUMP w/ CHECK VALVE - VERIFY LOCATION IN FIELD
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
\A1;58'-7" OVERALL\A1;12'-0"\A1;29'-0"
\A1;64'-7" OVERALL
\A1;58'-7"
\A1;6'-0"
\A1;17'-7"\A1;6'-3{\H0.750000x;\S1#2;}"\A1;5'-8{\H0.750000x;\S1#2;}"\A1;8'-9{\H0.750000x;\S1#2;}"\A1;8'-9{\H0.750000x;\S1#2;}"
\A1;4'-2"
\A1;3'-10{\H0.750000x;\S1#2;}"
\A1;18'-4"
\A1;9'-6{\H0.750000x;\S1#2;}"\A1;10'-9{\H0.750000x;\S1#2;}"
\A1;4'-3{\H0.750000x;\S1#2;}"
\A1;25'-9"
\A1;12'-0"\A1;8'-1{\H0.750000x;\S1#2;}"
\A1;6'-0"
\A1;19'-0"\A1;10'-0"
\A1;6'-10{\H0.750000x;\S1#2;}"
\A1;5'-9"\A1;3'-10{\H0.750000x;\S1#4;}"
\A1;23'-4{\H0.750000x;\S1#2;}"\A1;16'-2{\H0.750000x;\S1#2;}"
\A1;10'-10"
\A1;6'-0"\A1;3'-7"
\A1;2'-0"
\A1;64'-3{\H0.750000x;\S1#2;}" OVERALL
\A1;28'-0"
\A1;30'-7"
\A1;18'-0"
\A1;10'-0"2A2 B.2
2A2 B.2
1A2 B.11A2 B.1
\A1;11'-6"
POST & BEAM PER STRUCTURAL PLANS
POST & BEAM PER STRUCTURAL PLANSPOST & BEAM PER STRUCTURAL PLANS
PERIMETER DRAIN, PER SPEC
\A1;6'-8"
\A1;5'-9"
\A1;5'-7"
\A1;2'-0"
LEAD WALL PAST OVERDIG, TYP. (SEE STRUCTURAL)
\A1;2'-0"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
\A1;11'-8{\H0.750000x;\S1#2;}"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)SLOPE
PERIMETER DRAIN, PER SPEC
\A1;6'-7"
\A1;3'-1{\H0.750000x;\S1#2;}"
\A1;3'-1{\H0.750000x;\S1#2;}"\A1;7'-0"\A1;3'-1{\H0.750000x;\S1#2;}"
\A1;58'-7" OVERALL\A1;10'-1"\A1;10'-7"\A1;13'-3"\A1;13'-8"\A1;11'-0"
\A1;8'-0"
\A1;11'-6"\A1;8'-3"
\A1;4'-2"
\A1;1'-9"
\A1;16'-3"
\A1;8'-11{\H0.750000x;\S1#2;}"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
POST & BEAM PER STRUCTURAL PLANS
\A1;20'-1{\H0.750000x;\S1#2;}"\A1;12'-0{\H0.750000x;\S1#2;}"\A1;11'-10"\A1;14'-7"
\A1;4'-2{\H0.750000x;\S1#2;}"
\A1;1'-6"
\A1;19'-2{\H0.750000x;\S1#2;}"
SINKREF.\A1;5'-5{\H0.750000x;\S1#2;}"\A1;3'-3"ROUGH IN BEVERAGE CENTER
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
01/05/21