HomeMy WebLinkAboutA001.01900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone Office108/05/2016BID SET REVISIONS209/02/2016ADDITIONAL ELEVS.309/14/2016ADDITIONAL ELEVS.410/28/2016REVISIONS512/28/2016REVISIONS............
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
BOURGES
2450.300.00.CPM
--
12/28/2016
PLOTTED: January 4, 2017 / Annie Ki / 2450-BOURGES-MZ-BASE-PLAN.DWG
A0
S-1.1Slab Utility Plan.\A1;7'-9{\H0.750000x;\S1#2;}"
\A1;16'-6"
\A1;13'-9{\H0.750000x;\S1#2;}"
\A1;3'-11{\H0.750000x;\S1#2;}"
\A1;TYP.\A1;4{\H0.750000x;\S1#2;}" TYP.
\A1;1'-9"
\A1;4{\H0.750000x;\S1#2;}" TYP.\A1;2'-1"
\A1;5'-5{\H0.750000x;\S1#2;}"\A1;3'-11"
\A1;1'-10{\H0.750000x;\S1#2;}"
\A1;4'-6"
\A1;5'-10{\H0.750000x;\S1#2;}"24" T.B.
T.R.
T.P.
T.R.T.R.
T.P.
5
5
SCALE:SLAB UTILITY PLAN1/4" = 1'-0"-
\A1;43'-2{\H0.750000x;\S1#2;}"\A1;21'-9{\H0.750000x;\S1#2;}"
\A1;16'-6"
\A1;17'-6"
\A1;14'-0"
\A1;48'-0" - OVERALL
\A1;13'-9{\H0.750000x;\S1#2;}"
\A1;11'-0{\H0.750000x;\S1#2;}"
\A1;2'-2"
\A1;21'-0"
\A1;2'-4{\H0.750000x;\S1#2;}"
\A1;16'-3"
\A1;2'-4{\H0.750000x;\S1#2;}"
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
SLOPE
PROVIDE 10' MIN. SEPARATION BETWEEN WATER & SEWER LINES (PER CODE)
1A2-S.X
2A2-S.X
2A2-S.X\A1;65'-0" - OVERALL
\A1;65'-0" - OVERALL
\A1;3'-11{\H0.750000x;\S1#2;}"\A1;17'-10"
\A1;48'-0" - OVERALL
1A2-S.X
3A2-S.X3A2-S.X
\pxql;LINE OF OPT. MASONRY WRAP
\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 \PROUGH PLUMBING \PUNDER THE SLAB AT \PISLAND AS \PREQUIRED PER PLAN
\A1;21'-1"
\A1;8'-3{\H0.750000x;\S1#2;}"
OPT. GAS VALVE
OPT. GAS VALVE
\A1;5'-10"
\A1;21'-9"
\A1;10'-3"
\A1;3'-8"\A1;21'-7{\H0.750000x;\S1#2;}"
\A1;9'-11"
\A1;3'-10"\A1;5'-11"\A1;23'-1{\H0.750000x;\S1#2;}"
\A1;1'-4{\H0.750000x;\S1#2;}"\A1;2'-1"\A1;1'-9"
\A1;18'-8{\H0.750000x;\S1#2;}"\A1;2'-10{\H0.750000x;\S1#2;}"\A1;7'-3"
\A1;6'-10"
\A1;4'-10"\A1;2'-0"
\A1;22'-9{\H0.750000x;\S1#2;}"
\A1;11'-0"
\A1;11'-0"
\A1;4'-6"
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
09/23/19
William Hohlt