HomeMy WebLinkAboutA003.01900 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 - 2016
EM/ER06/13/2016
LEFT
L yon
2448.300.00.CPM
--
12/28/2016
PLOTTED: January 4, 2017 / Eric Rutledge / 2448-LYON-MZ-BASE-EL-EC2M.DWG
A3-EC2M
2FB.1Euro Country 2M2 Car Front EntryPartial Foundation PlansSLOPE
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
\A1;48'-0" - OVERALL\A1;20'-0"\A1;23'-0"\A1;3{\H0.750000x;\S1#2;}"\A1;4'-8{\H0.750000x;\S1#2;}"\A1;2'-4{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-4{\H0.750000x;\S1#2;}"
\A1;1'-6"
\A1;71'-0" - OVERALL\A1;23'-3"
\A1;19'-10{\H0.750000x;\S1#2;}" (OPT. SERVICE DOOR)
\A1;3'-4{\H0.750000x;\S1#2;}"
\A1;5'-9{\H0.750000x;\S1#2;}"\A1;OPT. MASONRY \PRETURN, PER \PSPEC.
\A1;OPT. MASONRY \PWRAP, PER \PCOMMUNITY \PSPEC.
\A1;OPT. MASONRY \PRETURN, PER \PSPEC.
\A1;48'-7" OVERALL AT OPT. MASONRY WRAP
\A1;71'-3{\H0.750000x;\S1#2;}" OVERALL AT OPT. MASONRY WRAP
\A1;2'-3{\H0.750000x;\S1#2;}"\A1;2'-3{\H0.750000x;\S1#2;}"
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
\A1;1'-3{\H0.750000x;\S1#2;}"\A1;7'-5"\A1;14'-3{\H0.750000x;\S1#2;}"
SCALE:SLAB FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
\A1;5'-8{\H0.750000x;\S1#2;}"\A1;5'-8{\H0.750000x;\S1#2;}"
\A1;51'-9{\H0.750000x;\S1#2;}" - TO CORNER
\A1;71'-3{\H0.750000x;\S1#2;}" OVERALL AT OPT. MASONRY WRAP
SCALE:BASEMENT FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
SLOPE
SLAB (SEE STRUCTURAL PLANS)BASEMENT - UNFINISHEDUNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
UNEXCAVATED(SEE STRUCTURAL PLANS)CONCRETE SLAB
\A1;48'-0" - OVERALL\A1;20'-0"\A1;23'-0"\A1;3{\H0.750000x;\S1#2;}"\A1;4'-8{\H0.750000x;\S1#2;}"\A1;2'-4{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-4{\H0.750000x;\S1#2;}"
\A1;1'-6"
\A1;51'-9{\H0.750000x;\S1#2;}" - TO CORNER\A1;22'-11{\H0.750000x;\S1#2;}"
\A1;19'-10{\H0.750000x;\S1#2;}" (OPT. SERVICE DOOR)
\A1;5'-8{\H0.750000x;\S1#2;}"\A1;5'-8{\H0.750000x;\S1#2;}"
\A1;1'-3{\H0.750000x;\S1#2;}"\A1;7'-5"\A1;14'-3{\H0.750000x;\S1#2;}"
\A1;2'-5"
\A1;9{\H0.750000x;\S1#2;}"
\A1;7'-10"\A1;7'-10"\A1;1'-10"\A1;1'-10"1
\A1;5'-6"\A1;5'-6"
\A1;3'-1"
\A1;OPT. MASONRY \PRETURN, PER \PSPEC.
\A1;OPT. MASONRY \PWRAP, PER \PCOMMUNITY \PSPEC.
\A1;OPT. MASONRY \PRETURN, PER \PSPEC.
\A1;48'-7" OVERALL AT OPT. MASONRY WRAP
\A1;2'-3{\H0.750000x;\S1#2;}"\A1;2'-3{\H0.750000x;\S1#2;}"
\A1;71'-0" - OVERALL
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION\P(TYP.)
10/07/19
William Hohlt