HomeMy WebLinkAboutS001.1 - Lower Level New Const (Left)EXISTING
CRAWL SPACE
EXISTING
UNEXCAVATED
EXISTING
MECHANICAL
9 1/2"2'-4"EXISTING
CRAWL SPACE 17'-7" 11'-11" 24'-6" 20'-2"82'-11"33'-5 1/2"
6'-2" 2'-10" 22'-7" 14'-11" 7'-4 1/4" 11'-3 1/2" 7'-1" 30'-10 1/4" 9'-1" 5'-6"
20'-5" 12' BASEMENT WALL 19'-3"9 1/2"K-3322-RAGABRIELLETOILETSVITREOUS CHINA
℄
UP
WINE
ROOM
BILLIARDS
GOLF
SIMULATOR
GEN.
STOR.
BAR
GEN.
STOR.
MEDIA
21'-0"5 1/2"16'-11 1/2"9 1/2"11 1/2"3'-11 1/2"5 1/2"28'-1 1/2" CONC. TO CONC. 3'-0" 5'-1 1/2"5 1/2"21'-6"1'-4"19'-0"9 1/2"24'-2" 61'-3"11 1/2"20'-6"5 1/2"6'-10" 5 1/2"4'-9"1'-4"24'-6"1'-4"10'-6"6"8'-9 1/2" WALKOUT11 1/2"6'-5"5 1/2"17'-5 1/2" 4'-9 1/2" 16'-10 1/2"1'-4"20'-4 1/2"5 1/2"29'-8"
9 1/2" 20'-10" 6"15'-10"1'-4"
GAME
TABLE28'-0"14'-7 1/4"3'-5 1/2"
NEW
CRAWL
SPACE
18'-9 1/2"
UP 2-r.
2'-6"
2x4 furring
build wall out
beyond existing
footing
flr. elev. +0'-0"
new flr.
elev. -1'-0"
new flr.
elev. -1'-0"new flr.
elev. -1'-0"
new flr.
elev. -1'-0"
new flr.
elev. -1'-0"
new flr.
elev. -1'-0"
2x4 furring
new flr.
elev. -1'-0"
new base
cabinets
new base cabinets -
notch cabinets as
required around existing
footing to remain
existing
concrete
foundation
wall to remain
existing
concrete
foundation
wall to remain
railing
STEEL
FRAME
glass
wall
raised
hearth new "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify sizenew "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify size136'-5 1/2"
7'-0" 12' BSMT. WALL 17'-2" +/- 10' BSMT. WALLS 19'-1 1/2" 10' BSMT. WALL7'-4 1/2"
ELEVATOR
WINE
DISPLAY new "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify sizenew "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify size8"4'-2 3/4" 8'-9 1/4" 6'-0" 5'-4" 5'-4" 11'-4 3/4" 2'-6 1/4"WALKOUT
1'-6 1/2" 16'-5 1/2" 24'-4 1/2" 6 1/2"
5 1/2"
33'-2" 9 1/2"
9'-8 1/2" 19'-4"2'-0" 8'-11"5 1/2"6'-0"5 1/2"3'-10"5 1/2"5'-6"1'-4"3'-5"5 1/2"3'-10 1/2" 4'-9"5 1/2"1'-9 1/4"4'-0"19'-0 1/2"
1'-4"
4'-7 1/2"
11 1/2" 5'-5 1/2"
5 1/2"
14'-6" 5'-0"
5 1/2"
5'-2" 15'-10" 1'-4" 19'-10" 1'-0"
3'-8" 3'-0 1/2" 12'-8" 3'-0 1/2" 3'-8" 2'-9"
32'-9" 24'-8"
NEW
CRAWL
SPACE
4'-6" 2'-1 1/2" 4'-6" 10'-9 1/2"9 1/2"9 1/2"3'-8 1/2"9 1/2"15'-4"4'-0" 11 1/2" 21'-5"
4'-0" 5'-5" 7'-11" 6'-10"3'-10 1/2" 5 1/2"5'-8"11 1/2"new "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'-6 1/2" 5'-8" 7 1/2"
1'-1 3/4" 9'-0"1'-1 3/4"
2x4 furring
2x4 furring
2x4 furring
2x4
furring
2x4
furring
2x4
furring
2x4
furring
2x4
furring
11 1/2" 7 1/2"DN. 4-R.STEEL FRAME
glass wall 4'-9 1/4" 8'-5"5 1/2"5'-11 1/2"1'-10 1/2" 2'-11" 2'-4" 3'-6 1/2" 9'-0" 2'-0"
2x4 furring
2x4 furring
9 1/2"26'-2 1/2"7'-1" 20'-3 1/2"up 18 r.FIELD VERIFY
EXACT LOCATION
REQUIRED FOR NEW
STAIR AND WALL
existing
concrete
foundation
wall to remain
existing
concrete
foundation
wall to remain
7 1/2"
crawl and
duct access
g.c. verify size
and location3'-0"PR.
3/0
8/0
3/0
8/0
3/0
8/0
3/0
8/0
3/0
8/0
PR.
3/0
8/0
12'-8" WIDE BY
13'-4" TALL GLASS
FRAMED WALL
82"
V.3'-6"2'-9 1/2"5 1/2"5'-7" 5 1/2"9 1/2"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
EXISTING "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
existing
concrete
foundation
wall to remain
ENCAPSULATE
CRAWL SPACE
ENCAPSULATE
CRAWL SPACE
2x4 furring
21'-10" CONCRETE WALL TO CONCRETE WALL 7 1/2"
NEW METAL
FIREPLACE
MODEL AND
SIZE TBS.
flush
hearth
NEW METAL
FIREPLACE
MODEL AND
SIZE TBS.
raised
hearth
3/0
8/0
storage
SUMP
SUMP
REVERSE OSMOSIS
DRINKING SYSTEM
PLUMBING
MANIFOLD
FD.
GAS
FURN.
GAS
FURN.
GAS
FURN.
FD.
PR.
3/0
8/0
DROP
ELEVATOR
SLAB 12"new "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify size new "I" JTS @ 16"O.C. to matchexisting ifpossible. g.c.verify sizeBEAM G.C.
VERIFY TYPE
AND SIZE
1
0
'
-
0
1/
4
"1'-0 1/2" 9 1/2" 7'-10"10"9'-9 1/2" 10'-1 1/2"
4 3/4"
SEE LANDSCAPE
DRAWINGS FOR
EXTERIOR RETAINING
WALLS, PLANTERS
AND STEPS
30'-1 1/2" 8 3/4" 9'-1" 2'-3" 16'-6 1/2"3'-6 3/4" 2'-0" 2'-7 1/2" 20'-4 1/2"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 f rom 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-3.1LOWER LEVEL / FOUNDATION - 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 6:37:25 PM,_DWG To PDF.pc308/11/21