HomeMy WebLinkAboutA001.01900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone Office108/05/2016BID SET REVISIONS208/12/2016ADDITIONAL ELEVS309/14/2016ADDED EC3S410/28/2016REVISIONS512/28/2016REVISIONS............
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
EM/ER06/13/2016
LEFT
L yon
2448.300.00.CPM
--
12/28/2016
PLOTTED: January 4, 2017 / Eric Rutledge / 2448-LYON-MZ-BASE-PLAN.DWG
A0
S-1.1Slab Utility Plan.7 1/2" Walls\A1;21'-0"\A1;23'-0"
\A1;5'-6"
\A1;2'-4"
\A1;1'-6"\PTYP.
\A1;3'-3"
\A1;7'-2{\H0.750000x;\S1#2;}"
\A1;1'-0"
T.R.24" T.B.
T.P.
T.R.T.P.
T.R.
T.P.24" T.B.
T.R.
\A1;1'-9{\H0.750000x;\S1#2;}"\A1;6'-2{\H0.750000x;\S1#2;}"
\A1;1'-8{\H0.750000x;\S1#2;}"
\A1;5'-2"
SCALE:SLAB UTILITY PLAN1/4" = 1'-0"-
\A1;65'-0" - OVERALL\A1;12'-0"\A1;51'-6"\A1;1'-6"
\A1;48'-0" - OVERALL
\A1;15'-0"
\A1;33'-0"
\A1;42'-0{\H0.750000x;\S1#2;}"\A1;22'-11{\H0.750000x;\S1#2;}"
\A1;21'-0"
\A1;8'-0"
\A1;14'-0"
\A1;5'-0"
\A1;12'-9"
\A1;7'-10{\H0.750000x;\S1#2;}"
\A1;1'-4"\A1;21'-7{\H0.750000x;\S1#2;}"
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)SLOPE
\A1;2'-4{\H0.750000x;\S1#2;}"
\A1;16'-3"
\A1;2'-4{\H0.750000x;\S1#2;}"
1A2 B.X 1A2 B.X
\A1;65'-0" - OVERALL
\A1;5'-6"
\A1;16'-5"\A1;5'-2{\H0.750000x;\S1#2;}"
OPT. 15'x12' CONC. PATIO OR DECK
\A1;48'-0" - OVERALL
2A2 B.X
2A2 B.X
CONCRETE SLABUNEXCAVATED(SEE STRUCTURAL PLANS)
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
\pxql;LINE OF OPT. MASONRY WRAP
OPT. GAS VALVE
\A1;17'-4{\H0.750000x;\S1#4;}"\A1;7'-5"
\A1;3'-2"
\A1;2'-10{\H0.750000x;\S1#4;}"
\A1;27'-11"\A1;24'-2{\H0.750000x;\S1#2;}"
\A1;2'-4"\A1;13'-8{\H0.750000x;\S1#2;}"
\A1;14'-3{\H0.750000x;\S1#2;}"
\A1;2'-3"
\A1;17'-7{\H0.750000x;\S1#2;}"
\A1;9'-10"\A1;21'-10{\H0.750000x;\S1#2;}"
\A1;9'-5"\A1;6'-6{\H0.750000x;\S3#4;}"
\A1;2'-3"
\A1;7'-0{\H0.750000x;\S3#4;}"
\A1;1'-9{\H0.750000x;\S3#4;}"
\A1;10'-5"
\A1;5'-9"
\A1;65'-7" OVERALL w/ MASONRY WRAP
\A1;48'-7" OVERALL w/ MASONRY WRAP
\A1;65'-7" OVERALL w/ MASONRY WRAP
\A1;48'-7" OVERALL w/ MASONRY WRAP
\pxql;PROVIDE ELECTRICAL CONDUIT AND/OR ROUGH PLUMBING UNDER THE SLAB AT OPT. ISLAND AS REQUIRED PER PLAN
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
10/07/19
William Hohlt