HomeMy WebLinkAboutS001.2 - Lower Level New Const (Right)EXISTING
CRAWL SPACE
EXISTING
UNEXCAVATED
EXISTING
MECHANICAL
7'-1" 30'-10 1/4" 9'-1" 19'-3"9 1/2"GEN.
STOR.
5 1/2"29'-8"
3'-5 1/2" 9'-1" 2'-2" 1'-11"
1'-5"
10'-3" 2'-5" 10'-3" 2'-5" 9'-1 1/2" 2'-8" 9'-0" 2'-8" 1'-4" 2'-6"
60'-5 1/2"
22'-10 1/2"
6'-6"
25'-0" 4'-7 1/2" 1'-4"4'-7 1/2"
11'-0 1/2"
56'-0"11 1/2"
7 1/2"22'-8 1/2" 29'-8"26'-2"11 1/2"5'-6 1/2"6"22'-6"6'-2"9 1/2"10'-9 1/2" 11'-11 1/2" 7 1/2" 1'-9 1/2"26'-2 1/2" 33'-1"24'-2" 8'-11"UNEXCAVATED
4" CONC. SLAB OVER
VAPOR BARRIER AND
MINIMUM 4" COMPACTED
GRANULAR FILL
UNEXCAVATED
4" CONC. SLAB OVER
VAPOR BARRIER AND
MINIMUM 4" COMPACTED
GRANULAR FILL
UNEXCAVATED
4" CONC. SLAB OVER
VAPOR BARRIER AND
MINIMUM 4" COMPACTED
GRANULAR FILL
NEW
CRAWL
SPACE
18'-9 1/2"
2'-6"
flr. elev. +0'-0"
existing
concrete
foundation
wall to remain
existing
concrete
foundation
wall to remainnew "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify sizenew "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify sizenew "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify size14'-0"
4'-4"8"4'-2 3/4" 8'-9 1/4" 6'-0" 5'-4" 5'-4" 11'-4 3/4" 2'-6 1/4"6 1/2"
5 1/2"
33'-2" 9 1/2"
9'-8 1/2" 19'-4"
11 1/2"
1'-0"10'-9 1/2"9 1/2"9 1/2"26'-2 1/2"7'-1" 20'-3 1/2"1'-4"up 18 r.FIELD VERIFY
EXACT LOCATION
REQUIRED FOR NEW
STAIR AND WALL
1'-0"
12" X 36" POURED
CONCRETE FOUNDATION
WALL WITH #4 REBAR AT
16" EACH WAY TYPICAL.
G.C. VERIFY WALL HEIGHT
WITH GRADE
22" X 10" POURED
CONCRETE FOOTING WITH
3-#4 REBAR CONTINUOUS
TYPICAL
HOLD TOP OF WALL
DOWN 8" BELOW
GARAGE SLAB AT DOOR
OPENINGS TYP.
5 1/2" STONE
LEDGE TYPICAL
12" X 36" POURED
CONCRETE FOUNDATION
WALL WITH #4 REBAR AT
16" EACH WAY TYPICAL.
G.C. VERIFY WALL HEIGHT
WITH GRADE
22" X 10" POURED
CONCRETE FOOTING WITH
3-#4 REBAR CONTINUOUS
TYPICAL
HOLD TOP OF WALL
DOWN 8" BELOW
GARAGE SLAB AT DOOR
OPENINGS TYP.SLOPE FLOORTO DOORSLOPE FLOORTO DOORUNEXCAVATED
4" CONC. SLAB OVER
VAPOR BARRIER AND
MINIMUM 4" COMPACTED
GRANULAR FILL
UNEXCAVATED
4" CONC. SLAB OVER
VAPOR BARRIER AND
MINIMUM 4" COMPACTED
GRANULAR FILL
11 1/2"existing
concrete
foundation
wall to remain
existing
concrete
foundation
wall to remain
HOLD TOP OF WALL
DOWN 8" BELOW
GARAGE SLAB AT DOOR
OPENINGS TYP.
7 1/2"23'-9" 9 1/2"1'-0 1/2"9 1/2" 31'-0 1/2" 4'-4" 11'-1 1/2"11 1/2"
8" x 16" reinforced
poured concrete
pilaster
8" x 16" reinforced
poured concrete
pilaster 11 1/2"5'-9 1/2" 3'-1 1/2" 4'-7 7/8" 3'-1 1/2"10'-10" 20'-4 1/2" 6'-4" 8'-11 1/2"
1'-0" 3'-0 1/2"3'-6 1/2" 5'-0" 20'-0"crawl and
duct access
g.c. verify size
and location 11 1/2"18'-9 3/4" 7'-4 3/4" 16" X 16" REINFORCED
POURED CONCRETE
pier OVER 36" X 36" X
12" REINFORCED POURED
CONCRETE FOOTING.
G.C. VERIFY SIZE.
STEEL OR LVL BEAM G.C.
VERIFY SIZE. LOCATE
CENTERLINE UNDER 1ST
FLOOR WALL ABOVE new "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify sizeEXISTING "I" JTS@ 16" O.C.EXISTING "I" JTS@ 16" O.C.SPECIAL NOTE:
G.C. AND STRUCTURAL
ENGINEER VERIFY THE LOAD
CARRYING CAPACITY OF THE
EXISTING FLOOR FRAMING
SYSTEM TO INSURE THE NEW
KITCHEN DESIGN ETC. WILL
BE SUPPORTED PROPERLY
ENCAPSULATE
CRAWL SPACE
ENCAPSULATE
CRAWL SPACE
3/0
8/0
SUMP
REVERSE OSMOSIS
DRINKING SYSTEM
PLUMBING
MANIFOLD
FD.
GAS
FURN.
GAS
FURN.
PR.
3/0
8/0
1
0
'
-
0
1/
4"1'-0 1/2" 9 1/2" 7'-10"10"30'-1 1/2" 8 3/4" 9'-1" 2'-3" 16'-6 1/2"
8"
4 3/4"
23'-1 3/4" 8 3/4"
10 3/4"
3'-9" 3" 25'-0" 3" 9"10'-11"3'-6 3/4" 2'-0" 2'-7 1/2" 20'-4 1/2"1'-1 1/4"LOWER LEVEL PLAN NOTES:
THESE NOTES APPLY THE LOWER LEVEL / FOUNDATION SHEETS ONLY
NEW 10" X 120" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12"
MASONRY LEDGE. STEP TOP OF WALL AND FOOTING AS REQUIRED FOR EXISTING GRADES.
22" X 10" POURED CONCRETE FOOTING WITH 3-#4 REBAR CONTINUOUS TYPICAL.
NEW 8" X 32" REINFORCED POURED CONCRETE FOUNDATION WALL. HOLD TOP OF WALL 8"
BELOW BASEMENT SLAB.
24" X 12" POURED CONCRETE FOOTING WITH 3-#4 REBAR CONTINUOUS under all bearing walls.
NEW reinforced poured concrete footing pad. G.C. VERIFY SIZE.
new steel BEAM. g.c. verify exact size and location.
NEW 12" X 144" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12"
MASONRY LEDGE. STEP TOP OF WALL AND FOOTING AS REQUIRED FOR EXISTING GRADES.
STEP FOOTING UP 2'-0". G.C. VERIFY NUMBER OF STEPS AND EXACT LOCATION REQUIRED.
DOWEL NEW AND EXISTING CONCRETE WALLS and footings TOGETHER. PROVIDE WATER
GASKET AS REQUIRED to make connection watertignt.
new steel column g.c. verify exact size and location.
2021-0428
07-05-2021
Project No:
Sheet Title
REVISIONS
Date:
Sheet No.1122 Laurelwood Dr.Carmel, IN 46032THE LAW FAMILYRESIDENCEAddition to and Renovation of the:GARY NANCE DESIGNArchitectural Concepts By200 Sout h Rangeline Road, Sui te 214 Carmel, IN 46032317.605.2196 Pgnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance DesignA R C H I T E C T S+A S S O C I A T E S2520 Durbin DriveCarmel , Indiana 46032317-733-8525hsark@sarkassociates.comLOWER LEVEL /
FOUNDATION NEW
CONSTR. PLAN
A-3.2
LOWER LEVEL / FOUNDATION (RIGHT) - NEW CONSTRUCTION PLAN
SCALE: 1/4" = 1'-0" U:\02-RESIDENTIAL L-Z\Nance, G\2021-0428-Law Laurelwood\01-CDs\2021-0428_Scott Law - Laurelwood_NC LLP.dwg, 7/5/2021 6:36:41 PM,_DWG To PDF.pc308/11/21