HomeMy WebLinkAboutS001.0N38'-8"19'-0"9'-2" 9'-2" 9'-2" 9'-2" 1'-4"8"9'-6" 9'-6"
EXISTING GARAGE
MONOLITHIC SLAB ON GRADE
UNFINISHED BASEMENT
FINISHED BASEMENTT.O.W. = -0'
11 1/2
"
T.
O
.
F. = -9' 11 1/2"
T.O.W. = -0' 11 1 /2 "T.O.F. = -9 ' 1 1 1 /2 "T.O.W. = -0' 1 1 1 /2 "T .O.F. = -9 ' 11 1 /2 "T.
O
.
W.
= -0' 11 1/2"
T.
O.
F
. = -9'
11 1/2
"T.O.W. = -0 ' 1 1 1 /2"
T.O.F. = -6 ' 3 1/2"
T.O.
W
.
= -0' 11 1/2"T.O.F. = -6' 3 1/2
"
T .O.W. = -0' 11 1 /2 "
T .O.F . = -6 3 1/2"
T.O.W. = -0' 1 1 1 /2 "
T.O.F. = -6' 3 1 /2 "
FOUNDATION NOTES:
- REMOVE & HAUL EXISTING SOIL AS NECESSARY
FOR NEW FOOTINGS & CRAWL SPACE FOUNDATION.
- FURNISH & INSTALL NEW 24"W X 12"H CAST-IN-
PLACE CONCRETE FOOTINGS WITH #5 REBAR AS
SHOWN.
- FURNISH & INSTALL NEW 8"W CMU FOUNDATION
WALL WITH #5 REBAR AS SHOWN. PIN NEW
FOUNDATION WALLS TO EXISTING FOUNDATION
WALLS WITH #5 REBAR.
- FURNISH & INSTALL (4) 16" CMU SQUARE PIERS ON
12"D CONCRETE FOOTINGS IN NEW CRAWL SPACE
AS SHOWN.
- FURNISH & INSTALL NEW 2" RIGID INSULATION
APPLIED TO INSIDE FACE OF NEW FOUNDATION
WALLS.
- FURNISH & INSTALL (1) NEW SUMP PIT & PUMP IN
NEW CRAWL SPACE.
- FURNISH & INSTALL 4" FOUNDATION PERIMETER
DRAIN AROUND EACH NEW FOUNDATION WALL.
NEW DRAINS TO TIE INTO NEW SUMP PIT AS SHOWN.
- FURNISH & INSTALL 4"T PEA GRAVEL OVER 6 MIL
VAPOR BARRIER IN NEW CRAWL SPACE.
- FURNISH & INSTALL WATERPROOFING TO OUTSIDE
FACE OF NEW FOUNDATION WALLS.
- FURNISH & INSTALL NEW PEA GRAVEL OVER NEW
PERIMETER DRAINS.
- BACKFILL AROUND PERIMETER OF NEW
FOUNDATION WALLS.
- SAWCUT (1) NEW 36"W X 24"H OPENING IN EXISTING
FOUNDATION WALLS TO ACCESS NEW CRAWL SPACE
AREA SHOWN.
NEW 24"Ø
SUMP PIT
WITH PUMP
TOP OF SLAB = -3'-0"
NEW OPENING IN EXISTING
FOUNDATION WALL FOR NEW
CRAWL SPACE ACCESS
EXISTING PERIMETER
DRAIN PIT & SUMP PUMP
NEW CRAWL SPACE ACCESS WITH WELL
NEW 200A ELECTRICAL PANEL
EXISTING / NEW FOUNDATION WALL LEGEND
EXISTING 8"W CAST-IN-PLACE CONCRETE
FOUNDATION WALL ON EXISTING 24"W X 12"D FOOTING
EXISTING 8"W CAST-IN-PLACE CONCRETE STEM WALL
& 4"T MONOLITHIC CAST-IN-PLACE CONCRETE SLAB
NEW 8"W CMU FOUNDATION WALL ON NEW 24"W X
12"D FOOTING
EXISTING TOP OF FOUNDATION WALL ELEVATION
EXISTING TOP OF FOOTING ELEVATION
NEW TOP OF FOUNDATION WALL ELEVATION
NEW TOP OF FOOTING ELEVATION
T.O.W. = XX
T.O.F. = XX
T.O.W. = XX
T.O.F. = XX
PERMIT
#1
ISSUE DATE:
2019-01-30
REV:
www.caseindy.com
99 E. Carmel Drive, Suite 100
Carmel, Indiana 46032
317.846.2600 317.846.2601(f)
These drawings have been prepared
by Case Design & Remodeling solely
for its use and should not be
reproduced or relied upon by any
other parties. Dimensions shown or
scaled are subject to change per
actual job condition and must be
verified. Materials are to be supplied
as specified as equal or standard
when not uniquely specified. Installed
materials may vary in appearance
from drawings. Reference
manufacturer's product data for actual
appearance and specifications.
HENTZ RESIDENCEHOUSE ADDITION &RENOVATION
PETER & MARGARET HENTZ13919 SHELBOURNE ROADCARMEL, INDIANA 46074Approved By:
Date:
S101
Craig Dice
Designer
cdice@caseindy.com
Dave Null
Lead Designer
dnull@caseindy.com
Katie Kramer
Designer
kkramer@caseindy.com
232160199
JOB NUMBER:
FOUNDATION PLAN
SCALE: 1/8" = 1'
#2 2019-02-27
#3 2019-03-11
03/22/19
Adam Schriner