HomeMy WebLinkAboutA002LCB36R
3DB24
RB36
B18R B30R
B18L
dw
3DB18
B781
B291
B131
SB36
BF2
B42
SB3621
SB3321
3DB1521
SB3321
3DB24BF2
SB3330
BF130
B601830
BF221
BF221
B407
LCB36R
3DB24
RB36
B18R B30R
B18L
dw
3DB18
B781
B291
B131
SB36
BF2
B42
SB3621
SB3321
3DB1521
SB3321
3DB24BF2
SB3330
BF130
B601830
BF221
BF221
B407
U22496
U22496
U332496
U212487L
U212487R
UF32496
W2142L
LCW2442R
W3042R
W2142R
W362424R
W1242R
W211
W602115W304715
W1D276018WF142
WF26118
W273615
W273615
W3636
W304715
UP
G
8'-0"
2'-4 1/2"
13'-7 7/16"
2'-0"
5'-8"
21'-6"
5'-0"
5'-0"5'-0"
5'-0"
1
4'-4 1/2"
28'-6 1/4"
3'-9 1/2"
17'-11"
34'-10 3/4"
2441 SQ FTLIVING AREA
LIVING
BOOKCASE
MASTER BDRM
EXISTING
SUN ROOM
KITCHEN
DINING
ENTRY
LIBRARY
LAUNDRY
GARAGE
CEILING HEIGHT: 11'-6"
CEILING HEIGHT: 8'-11"
ENTRY
CEILING HEIGHT: 8'-11"
CEILING HEIGHT: 8'-11"
CEILING HEIGHT: 10'-10 3/4"CEILING HEIGHT: 8'-11"
CEILING HEIGHT: 11'-10"
CEILING HEIGHT: 21'-2"
ENTRY
CLOSET
SHWR
PANTRY
CLOSET
POWDER BATH 2
POWDER BATH 1
F.F.E. = -7 3/4"
F.F.E. = -7 3/4"
F.F.E. = 0"
F.F.E. = 0"
F.F.E. = -7 3/4"
F.F.E. = -7 3/4"
TOP OFTOP OF
PAVER = -0'-3"
PAVER = -0'-3"
TOP OF PAVER = -9"
TOP OF PAVER = -9"
TOP OF PAVER = -21"
TOP OF PAVER = -21"
TOP OF POOL COPING = -21"
TOP OF POOL COPING = -21"
TOP OF PAVER = -9"
TOP OF PAVER = -9"
TOP OF PAVER = -9"
TOP OF PAVER = -9"
TOP OFTOP OF
STEP = -3"
STEP = -3"
TOP OF PAVER = -15"
TOP OF PAVER = -15"
TOP OF PAVER = -15"
TOP OF PAVER = -15"
TOP OF PAVER = -21"
TOP OF PAVER = -21"
STORAGETOP OFTOP OF
SLAB = -6"
SLAB = -6"
CONCRETE PIERSWRAPPED 6X6 COLUMN
WRAPPED LVL BEAMS
HIP SCISSOR
TRUSSES (SEE TRUSS
DWGS FOR PROFILES
& CALCS)
16A16A
18"Ø X 36" D CAST-IN-PLACE CONCRETE PIER
SIMPSON STRONG-TIE (OR EQUIV) POST
BRACKET ANCHORED TO CONCRETE PIER
8" MIN. COMPACTED GRAVEL BASEPAVER1X4 R/S CEDAR COLUMN BASE TRIM
1X8 R/S CEDAR COLUMN BASE TRIM
1X8 R/S CEDAR COLUMN WRAP, RIPPEDDOWN AS NECESSARYTREATED 6X6 COLUMN
6" ALUMINUM GUTTER TO MATCH EXISTING
1X6 R/S CEDAR FASCIA TO MATCH EXISTING
3/8" R/S FIR PLYWOOD SOFFIT TO MATCHEXISTING2X SUBFASCIA
1X2 R/S CEDAR OVER 1X6 R/S CEDAR
FRIEZE BOARD TO MATCH EXISTING
2X BLOCKING ON FACE OF BEAMS TO
CREATE FINISHED BEAM WIDTH OF 9-3/4"
(TYP. BOTH SIDES OF BEAM)
1X4 T&G PINE CEILING
1X6 R/S CEDAR COLUMN TRIM (TYP. ALLSIDES)
HIP SCISSOR TRUSSES @ 24" O/C
7/16" OSB ROOF DECKING WITH H-CLIPSSYNTHETIC UNDERLAYMENT
ARCHITECTURAL SHINGLES TO MATCHEXISTING
1X R/S CEDAR BEAM WRAP TRIM (TYP. ALLSIDES)
SIMPSON STRONG-TIE (OR EQUIV) BEAM
BRACKET ANCHORED TO POST
SIMPSON STRONG-TIE (OR EQUIV) RAFTER
STRAP ANCHORED TO BEAM
16B16B
18"Ø X 36" D CAST-IN-PLACE CONCRETE PIER
SIMPSON STRONG-TIE (OR EQUIV) POST
BRACKET ANCHORED TO CONCRETE PIER
8" MIN. COMPACTED GRAVEL BASE
PAVER1X4 R/S CEDAR COLUMN BASE TRIM
1X8 R/S CEDAR COLUMN BASE TRIM
1X8 R/S CEDAR COLUMN WRAP, RIPPED
DOWN AS NECESSARYTREATED 6X6 COLUMN
2X BLOCKING ON FACE OF BEAMS TO
CREATE FINISHED BEAM WIDTH OF 9-3/4"
(TYP. BOTH SIDES OF BEAM)
1X6 R/S CEDAR COLUMN TRIM (TYP. ALL
SIDES)1X R/S CEDAR BEAM WRAP TRIM (TYP. ALL
SIDES)SIMPSON STRONG-TIE (OR EQUIV) BEAM
BRACKET ANCHORED TO POST
1X2 R/S CEDAR TRIM (TYP. CEILING / WALLPERIMETER)
1X2 R/S CEDAR TRIM (TYP. CEILING / WALL
PERIMETER)
1X2 R/S CEDAR TRIM (TYP. CEILING / WALL
PERIMETER)2x4 WALL, FRAMED BETWEEN TRUSSES,
BEARING ON BEAM BELOW1X4 T&G PINE CEILING ATTACHED TO 2X4
FRAMING2X4 BLOCKING BETWEEN TRUSSES AS
NECESSARY
MONOLITHIC SLAB FOOTING8" MIN. COMPACTED GRAVEL BASEPAVERTREATED 2X4 FRAMING @ 16" O/C WITH 3/4"
PLYWOOD DECKING TO CREATE FIREBOXPLATFORMFRAMED OPENING FOR HOMEOWNER-
PROVIDED VENTLESS GAS FIREBOX. VERIFY
OPENING SIZE PRIOR TO CONSTRUCTIONPARTIAL HEIGHT WALL FRAMING WITH
TREATED 2X4 SILL PLATE, 2X4 STUDS @ 16"
O/C, & DOUBLE 2X4 TOP PLATE
MANUFACTURED STONE VENEER OVER
PERMABASE CONCRETE BACKERBOARDLEVEL A GRANITE TOP
1X8 R/S CEDAR BAND BOARD
WALL FRAMING WITH TREATED 2X4 SILL
PLATE, 2X4 STUDS @ 16" O/C, & DOUBLE 2X4TOP PLATET1-11 SIDING
1X4 R/S CEDAR TRIM, ATTACHED TO FACE
OF T1-11, TO FRAME OUT HOMEOWNER-
PROVIDED TELEVISION. VERIFY SIZE OF
FRAME PRIOR TO CONSTRUCTION 2X4 BLOCKING BETWEEN TRUSSES ASNECESSARY
1X4 T&G PINE CEILING ATTACHED TO 2X4FRAMING
2X FRAMING & BLOCKING WITH 1X R/S
CEDAR WRAP & TRIM
6" MIN. COMPACTED GRAVEL BASE
6 MIL VISQUEEN VAPOR BARRIER
MONOLITHIC SLAB FOOTINGANCHOR BOLTS @ 72" O/C
6" MIN. COMPACTED GRAVEL BASE
6 MIL VISQUEEN VAPOR BARRIERFINISHED GRADE (VARIES)
6" ALUMINUM GUTTER TO MATCH EXISTING
1X6 R/S CEDAR FASCIA TO MATCH EXISTING
3/8" R/S FIR PLYWOOD SOFFIT TO MATCH
EXISTING2X SUBFASCIA
ALUMINUM SOFFIT VENTS
HIP SCISSOR TRUSSES @ 24" O/C
7/16" OSB ROOF DECKING WITH H-CLIPS
SYNTHETIC UNDERLAYMENTARCHITECTURAL SHINGLES TO MATCH
EXISTING
SIMPSON STRONG-TIE (OR EQUIV) RAFTER
STRAP ANCHORED TO BEAM
1X2 R/S CEDAR OVER 1X6 R/S CEDAR
FRIEZE BOARD TO MATCH EXISTING
WALL FRAMING WITH TREATED 2X4 SILL
PLATE, 2X4 STUDS @ 16" O/C, & DOUBLE 2X4
TOP PLATET1-11 SIDING
1X8 R/S CEDAR BAND BOARD
MANUFACTURED STONE VENEER OVER
PERMABASE CONCRETE BACKERBOARDMANUFACTURED STONE VENEER CAP. SEAL
TRANSITION BETWEEN WOOD TRIM & STONE
VENEER WITH NP-1 SEALANT
TOP OF PAVER = -9"
TOP OF PAVER = -9"
TOP OF PAVER = -9"
TOP OF PAVER = -9"
F.F.E. = 0"
F.F.E. = 0"
TOP OF PAVER = -15"
TOP OF PAVER = -15"
TC-15-DTC-15-D
DG-42DG-42 FF
FF49'-1"
59'-7 1/2"
45'-5 3/4"
N N
#1
of
18
Date:
03.02.18
Sheet:
Revision:
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.
FINAL DRAWINGS
DATE: 00.00.00 INITIALS: XX
S e e l i g R e s i d e n c e
O u t d o o r L i v i n g A d d i t i o
T i m & K i m S e e l i g
4 8 6 6 D e e r R i d g e D r i v e N .
C a r m e l , I n d i a n a 4 6 0 3 3
Approved By:
Date:
EXISTING & PROPOSED SITE PLANS 2
FINAL
SCALE: 1" = 50'-0"
Craig Dice
Designer
cdice@caseindy.com
Dave Null
Lead Designer
dnull@caseindy.com
TRUE
NORTH
PLAN
NORTH
EXISTING LOT SURVEYAA PROPOSED SITE PLANBB
#2 03.14.18
#3 06.04.18
15' SIDE YARD
SETBACK
15' SIDE YARD
SETBACK