HomeMy WebLinkAboutA003.0(c) Copyright 2015 PulteGroup, Inc.1900 Golf Road - Suite 300Schaumburg, Illinois 60173Midwest Zone Office11/14/2014Rick Starkey
Single Family
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Woodside
101/26/2015.203/12/2015.312/15/2015PLAN REVISIONS403/11/2016PCR REVISIONS511/14/2016PLAN REVISIONS612/01/2017PCR REVISIONS...
PRODUCT MANAGERINITIAL RELEASEDATE:REV#DATE/DESCRIPTION
GARAGE HANDING
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER2312.300.00.CPM
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTSPLOTTED: December 11, 2017 / Tiffany Perreault / A3-HR3Q 3SB.2.DWG A3-HR3Q
3SB.2Heartland 3Q2 Car Side EntryPartial Foundation PlansSCALE:BASEMENT FOUNDATION PLAN1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
\A1;4'-9{\H0.750000x;\S1#2;}"
\A1;19'-10"\A1;13'-9{\H0.750000x;\S1#2;}"
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
\A1;5'-4"\A1;1'-9{\H0.750000x;\S1#2;}"
123456789FD
\A1;3'-10{\H0.750000x;\S1#2;}"
\A1;21'-9"\A1;3'-6"
GAS VALVE
SLOPE
SUMP w/ CHECK VALVE, VERIFY LOCATIONOPT. EJECTOR PIT AND PUMP AS REQUIRED, VERIFY LOCATION
UP 15 RISERSHANDRAIL, PER CODE ADD RISER W/ OPT. 9'-0" POUR
FURNACE PER MECHANICAL PLANS
OPT. WATER SOFTENER, PER SPEC.WATER HEATER, PER SPEC
RADON VENT PER CODE, VERIFY LOCATION
POST & BEAM PER STRUCTURAL PLANS
PROVIDE SEPARATION BETWEEN WATER & SEWER LINES, PER CODE\A1;11'-11"
\A1;21'-0{\H0.750000x;\S1#2;}"\A1;3'-10"
\A1;29'-4{\H0.750000x;\S1#2;}"
\A1;17'-7"
\A1;1'-1{\H0.750000x;\S1#2;}"
\A1;4'-4{\H0.750000x;\S1#2;}"\A1;2'-7{\H0.750000x;\S1#2;}"\A1;3'-1{\H0.750000x;\S1#2;}"\A1;2'-7{\H0.750000x;\S1#2;}"OPT.
\A1;9'-10"
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
\A1;14'-9{\H0.750000x;\S1#2;}"
\A1;32'-1{\H0.750000x;\S1#2;}"
\A1;50'-7" OVERALL\A1;20'-7"\A1;19'-6"\A1;10'-6"
\A1;7'-8{\H0.750000x;\S1#2;}"\A1;16'-3"
\A1;3'-8{\H0.750000x;\S1#2;}"
\A1;1'-9"
\A1;8'-3"
\A1;2'-2"
\A1;65'-1" OVERALL
\A1;36'-7"
\A1;32'-11{\H0.750000x;\S1#2;}"
\A1;65'-1" OVERALL
\A1;14'-10"
\A1;20'-6"
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
\A1;1'-0"\A1;1'-0"
\A1;11'-4"\A1;9{\H0.750000x;\S1#2;}"\A1;7'-4{\H0.750000x;\S1#2;}"
\A1;7'-6"\A1;2'-0"\A1;6'-3{\H0.750000x;\S1#2;}"\A1;2'-0"
\A1;2'-0"\PTYP.
\A1;1'-8{\H0.750000x;\S1#2;}"
SLAB (SEE STRUCTURAL PLANS)BASEMENT - UNFINISHED
09/09/19
William Hohlt