min construction documents
DESCRIPTION
Construction Documents for the Min Residence of Wilton CT.TRANSCRIPT
CONSTRUCTION DOCUMENTS OCT 3, 2008
MIN RESIDENCE
29 WITHERBEE AVENUEPELHAM MANOR, NEW YORK
KITCHEN/ GARAGE/DEN/ GAME ROOMEXPANSION & RENOVATIONS
New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
A-10801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
BASEMENT/ FOUNDATION PLAN1/4" = 1'0"1
BASEMENT/ FOUNDATION WALL SECTION @ GARAGE3/4" = 1'0"10
EXISTING FIRST FLOORFIN. EL = 100.00'
2 6
2 6
2 6
6"
NEW GARAGE SLABEL = 99'0"
9'-0
"
8"
12'-2 1/2"
11'-0
"
12'-1
0"
3'-0"
NEW BASEMENT T.O. SLABEL = 88.00'
EXTERIOR WALL - 2 X 6 WOOD FRAMING @ 16" O.C. W/ 5/8" PLWD SHEATHING, 30# BUILDING PAPER AND WOOD SHINGLE SIDING, PTD, TYP.
SWEEP DETAIL IN SIDING, TYPICAL ON NEW AND EXISTING PORTIONS OF THE STRUCTURE, SEE 5/A11
R-19 BATT INSULATION WITH 5/8" GYP BOARD INTERIOR FIN.
2" THICK STONE WATERTABLE CAP. CUT AS SHOWN TO CREATE A DRIP.
NEW 6" FIELDSTONE VENEER, TYPCIAL ON NEW AND EXISTING
EXISTING GRADE
1 3/4" CRUSHED STONE BACKFILL
EXISTING UNDISTURBED SOIL
PROTECTION BOARD
14" WIDE 3000PSI REINFORCED CONC FOUNDATION WALL WITH KIM ADDITIVE OR WATERPROOFING. USE # 4 VERITCAL REBAR @ 12" O.C. AND #4 HORIZONTAL REBAR @ 24" O.C. AS SHOWN.
WATERSTOP
(2) CONTINUOUS # 4 REBAR, TOP AND BTM.
6" PERFORATED PVC FOOTING DRAIN IN GEO FABRIC
10"
4" REINFORCED CONC SLAB, 3000PSI CONC, W/4 X 4-W4.0 X W4.0 W.W.F. REINFORCING
1'-2" 1"5"
1'-8"
6"4"
6"10
"
3/4"
10" TYP
8"
2 X4 FLOOR FRAMING WITH BATT INSULATION ON 1" SLEEPERS
2 X4 WALL FRAMINGWITH BATT
INSULATION
2 X 10'S @ 16" O.C. WITH R-19 BATT INSULATION; 3/4" SUBFLOOR FOR SLAB FORM
2'-3
3/4
"
8"
2
12
2
12
2
12
2
12
2
12
2
12
2
12
SWEEP SIDING AS SHOWN, SEE DETAIL 1/A11
8" 3000PSI WATERPROOF CONCRETE SLAB. USE #6 REBAR AT 5" O.C. ACROSS SPAN TO BEAM, AND USE #4 REBAR REINFORCEMENT AT 10" O.C. PERPENDICULAR TO SPAN.
5'-0
"
New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
EP EPELECMETER
GASMETER
REMOVE EXISTINGCONCRETE EXTERIOR
STAIRS
REMOVE EXISTING DOORSAND OPENING. PATCH
OPENING WHERE NEW WALLINTERSECTS AS SHOWN.
REMOVE EXISTING STONEFOUNDATION WALL AND
CREATE A FULL WIDTHOPENING TO THE NEW
FOUNDATION AREA.
NEW BEAM TO SPAN NEWOPENING.
8'-2
"M.O
.4'
-2" M
.O.
NEW BEAM TO SPAN NEWOPENING.
NEW BEAM TO SPAN NEWOPENING.
REMOVE EXISTING STONE FOUNDATIONWALL AND CREATE AN OPENING TO THE
NEW BASEMENT STORAGE.
DOORS
DOORS
DN5R @ 7 13/32"4T @ 11"
MECHANICAL SPACE
STORAGE
STORAGE
USE AN 8" THICK CONC WALL INTHIS PORTION OF FOUNDATION
AS SHOWN
C.L.OF ARCH @ FIRST FLOOR
2'-1"
19'-5
5/8
"
1 3/
8"1'
-2" T
YP
11'-3 1/2" 17'-5 1/2"26'-2 1/2"
29'-9
1/2
"
4'-4
"
11'-1
1 1/
2"1'
-2" T
YP11
'-9"
1'-3" 10" 6 5/8" 11'-11 1/4" 11'-11 1/4"
1'-2
"10
"10
"
2'-7
3/4
"3'
-1 1
/2"
19'-5
1/2
"
20'-8
1/2
"
14'-6"2'-6"10'-9 1/2"
1'-2
"
2'-0" 1'-5 1/2"14'-0"
28'-9"
2'-0
"1'
-7 7
/8"
1'-2
"
1'-7
"10
"4'
-8 1
/2"
6" FIELD STONE VENEER AT ALL NEW AND EXISTING FOUNDATIONS, TYP
14" REINFORCED, WATERPROOFCONCRETE FOUNDATION WALL
W/ 10" DEEP X 20" FOOTING
14" REINFORCED, WATERPROOFCONCRETE FOUNDATION WALL
W/ 10" DEEP X 20" FOOTING
LINE OF CONCRETEFOOTING
18" DEEP X 3' X 3' DEPRESSED SLAB FOOTING FOR 5 X 5 X 3/8" SQUARE STEEL TUBE COLUMN
1'-5
1/8
"
9'-1
1 1/
4"2'
-7 1
/8"
R 4'-11" (FOOTING)
4'-1
1 5/
8"4'
-11
5/8"
1'-2
"1'
-2"
2'-11" 1'-2"
3'-8 1/8"
2 1/2" 3'-10 1/2"
2'-9 1/2"
1'-2"
1"
1"
1'-2
"
13'-1
1/2
"
13'-1
1 1/
2"
21'-9
5/8
"
24'-1 3/8"4'-7 5/8"2'-11"
26'-2 1/2"
CENTERLINE BTWN FIRST FLOOR FAMILY ROOM DOORS
20'-10"
10'-5" 10'-5"
R 9'-2"R 9'-7"
R 10'-5"
R 10'-10"
9'-4
"
3'-6
"5"
NEW FOOTING AND FOUNDATION FOR NEW FIREPLACE
COMPACTED FILL
COMPACTED FILL COMPACTED FILL
4'-5" 4'-5"
8'-10"
5" 5"
10" 19'-2" 10" 5'-2" 2'-6" 8'-9"
8"6'
-4"
8'-5
7/8
"
8"
8" 8"
8"1'
-11
1/2"
8"
1'-10"
3'-5
7/8
"
4" TYP (FOOTING)
5" 5"5" 5"
4'-4" 13'-4 1/2" 4'-8"
15'-6 1/8"
10 1
/2"
8"1'-3
" 8"8"
4'-2
"8'
-5 1
/2"
1'-8
"
14'-0
1/2
"
11'-4
1/2
"2'
-0"
8"
8" 4'-0"
4'-8"
8"
1'-6"
3'-8"
6" FIELD STONE VENEER AT ALL NEW AND EXISTING FOUNDATIONS, TYP
10" REINFORCED, 3,000PSI CONCRETE FOUNDATION WALL W/ 10" HIGH X 20" FOOTING (MIN. 42" DEEP) @ PERGOLA
8" REINFORCED, 3,000PSI CONCRETE RETAINING WALL WITH STONE VENEER AND W/ 10" HIGH X 16" FOOTINGS (MIN. 42" DEEP), TYP AT TERRACE
6" STONE VENEER, TYP
8" REINFORCED, 3,000PSI CONCRETE FND FOR STEPS W/ 10" HIGH FOOTING, MIN. 42" DEEP
8" REINFORCED, 3,000PSI CONCRETE RETAINING WALL WITH STONE VENEER AND W/ 10" HIGH X 16" FOOTINGS (MIN. 42" DEEP), TYP AT TERRACE
EXISTING BASEMENT
20'-3 3/8"
3'-5 5/8"
9'-0" 8'-5 1/2"
15'-6 7/8"R 3'-10 1/2"
R 5'-0 1/2"
4'-0"
1'-1
1/2
"
4'-0
"
18" DEEP X 4' X 4' DEPRESSED SLAB FOOTING FOR SUPPORT BEAM
9 1/2" X 5" BEAM POCKET AT TOP OF WALL
9 1/2" X 5" BEAM POCKET AT TOP OF WALL
18" DEEP X 4' X 4' DEPRESSED SLAB FOOTING FOR SUPPORT BEAM
6 1/2" X 5" BEAM POCKET AT TOP OF WALL
4 1/2" 17'-4 1/2"
8"
27'-5
1/2
"
23'-10 1/2"
54'-11 1/2"
1" TYP. TO EDGE OF FTG.
18" DEEP X 4' X 4' DEPRESSED SLAB FOOTING FOR 5 X 5 X 3/8" SQUARE STEEL TUBE COLUMN
T.O.WALLELEV. = 98.265'
T.O.WALLELEV. = 98.33'
T.O.WALLELEV. = 98.265'
T.O.WALLELEV. = 98.265'
24'-0"
10'-0" 1'-6" 10'-0"
6" FIELD STONE VENEER AT ALL NEW AND EXISTING FOUNDATIONS, TYP
1'-2"
T.O.WALLELEV. = 98.33'
T.O.WALLFND ELEV. = 98.625'
STONE SHELFELEV. = 98.00'
T.O.WALLELEV. = 98.33'
STONE SHELFELEV. = 98.00'
T.O.WALLELEV. = 103.00'
T.O.WALLELEV. = 103.00'
STONE SHELFELEV. = 100.00'
STONE SHELFELEV. = 98.00'
STONE SHELFELEV. = 98.00'
T.O.WALLELEV. = 99.66'
T.O.WALLELEV. = 98.33'
T.O.WALLELEV. = 98.33'
T.O.WALLELEV. = 99.66'
STONE SHELFELEV. = 98.625'
2'-0"
1'-0"1'-0"
2'-0
"
1'-0
"1'-0
"
2'-0
"
9"9"
9"
E.Q.E.Q.
STONE SHELFELEV. = 98.00'
A-20801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
STAIR STEP DETAIL1 1/2" = 1'0"
10A2
1'-2"
6"
8"
6"6"
1/4" SLOPE ON ALL STAIRS
1'-2"
STONE TERRACE
STONE TERRACE
REINFORCED CONCRETE
FIELDSTONE RISERS
2" STONE TREADS
COMPACTED FILL
CONCRETE FOOTING
2"
15'-0"9'-0 3/4"
2'-6"2'-6"
0"
3'-6 1/2" 3'-6 1/2"
3'-6
"1'
-0 1
/8"
1'-0
1/8
"
D.W. REF.DWR
WASTE
D.W.DWR
DWR
DWR
DWR
9'-11"
2'-0" 1'-5 1/4"
5'-0 1/8"
5'-0 1/2" OPENING
1'-9
"4'
-0"
2'-6
"
1'-5 1/4"
9'-0
"
4'-6"
REF
3'-11 3/8"
2'-9 5/8"
3"
27'-0
"
24'-0"
6 1/
2"
3'-6 1/2"
2'-6
"2'
-6"
3'-6
1/2
"3'
-6 1
/2"
3'-6
1/2
"
9"
1'-6"
9"
1'-6"
1'-9" 9'-0" 2'-6" 9'-0" 1'-9"
5'-1 1/2"
1'-6"
4'-0"
9'-7
"
5'-0"
1'-7 1/2"
3'-0"
NEW FISH TANK CABINET
REMOVE THE EXISTING BUILT-INSAND INSTALL A NEW SALT WATER
FISH TANK
REMOVE EXISTING WALL ANDSPAN WITH A NEW BEAM
6"
1'-9
3/4
"1'
-8"
1'-0
"
1'-7" 1'-4"
4'-1
0 1/
2"
C.L.OF
DOORS
9'-9 1/2" 9'-9 1/2"
9'-4
"9'
-9 1
/2"
REMOVE EXISITNG WOODSTEPS AND INSTALL NEWSTONE STEPS ON GRADE.
REMOVE EXISTING RAISED WOODDECK AND INSTALL NEW STONE
TERRACE ON STONE DUST.
NEW WROUGHT IRON FENCE
STONE SEAT
STONE PIER AND LIGHT FIXTURE
STONE PIER
STONE PIER AND LIGHT FIXTURE
WROUGHT IRON HANDRAIL
NEW EXTERIOR FIREPLACE TIED TO EXISTING CHIMNEY RENOVATIONS, WITH RAISED STONE HEARTH
NEW PERGOLA ROOF OF MAHOGANY ANDCOPPER ABOVE A NEW STONE TERRACE ONCONCRETE BASE (BELOW PERGOLA ROOF).
4'-0"
1'-0"
7'-1
"
4'-3
"
5'-0"
3'-10 3/4"
1'-0"10'-4 1/4"1'-0"
4'-6"
14'-0
"
7'-0
"
11'-6 1/4"
4'-0"
1'-2"
15'-8
1/8
"
NEW GARAGEPORTE COCHERE
NEWMUD ROOM
BREAKFASTNOOK
NEW KITCHEN
NEW TERRACE
OUTDOORLIVING ROOM
ARCH
ARCH
NEW PORCH
EXISTINGDINING ROOM
EXISTINGLIVING ROOM
EXISTINGFAMILY ROOM
NEW ARCH
NEW PORCH ROOF AND COLUMNS
PANTRY
NEW ARBOR
NEW COURTYARD
T.V. ABOVE FIREPLACE
UP
DN
DN
EXISTING GARAGE TO BEREBUILT
2'-0
"
14'-8
1/2
"
9'-4"
25'-0
"
7'-1"
DN
DN
NEW FISH TANK
FIRST FLOOR PLANScale: 1/4" = 1'-0"1
NEW TERRACE
11'-3 3/8"
20'-3 3/8" 9'-0" 25'-4"
29'-3 3/8"
1'-2"1'-2"1'-2"1'-2"
1'-2"1'-2"1'-2"1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2
"1'
-2"
1'-2
"
1A8
1A8
3'-4
"
6'-4
"
3'-6"
7'-11 1/2"4'-11" 9'-11 1/2" 8'-4"
2'-0"
2'-0
"
2'-0
"
2'-0"
A-30801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
UP
DN
NEW GAME ROOM
NEW OFFICE
NEW UPPER FOYER
EXISTINGBEDROOM
EXISTING HALL
EXISTINGLAUNDRY
EXISTINGMASTER BEDROOM
NEWPERGOLA
ROOF
NEWARBOR
COURTYARDBELOW
NEW PORCHROOF BELOW
NEW ROOF BELOW
DN
EYEBROW WINDOW
EYEBROW WINDOW
OPENTO
BELOW
NEW SKYLIGHT ROOF BELOW
TERRACE AND PLANTER BELOW
28'-8
1/2
"
25'-4"
54'-7 3/8"
25'-4"
12'-2 5/8" 4'-8 5/8" 6'-8" 4'-8 5/8"
21'-4"
20'-0
"
29'-3 3/8"
12'-0 3/8" 4'-10" 6'-10" 5'-7"
11 1/2"
SECOND FLOOR PLANScale: 1/4" = 1'-0"1
20'-3 3/8"29'-3 3/8"
EXISTINGROOF DECK
EXISTINGMASTER BATHEXISTING
BEDROOM
EXISTINGBEDROOM
3'-8
5/8
"
4'-8
5/8
"6'
-8"
4'-8
5/8
"6'
-2 7
/8"
4'-7
3/8
"
2'-0
"7'
-0"
9'-0
"
DN 3 R @ 8"
2 T @ 12"
A-40801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
EXISTING HALL
EXISTINGBEDROOM
EXISTINGBEDROOM
EXISTINGBEDROOM
EXISTINGCRAFTS ROOM
EXISTINGKID"S LIBRARY
NEW STORAGE
NEW ATTIC AREA = 182 SQUARE FEET
EXISTING ATTIC AREA =2014 SQUARE FEET
EXISTINGBATH
5'-9 7/8" 7'-0" 2'-7 3/8" 4'-8 5/8" 6'-8" 4'-8 5/8"
8'-1
7/8
"4'
-1 1
/8"
14'-9 1/8"
ATTIC FLOOR PLANScale: 1/4" = 1'-0"1
OPEN TO BELOW
REMOVE EXISTING DORMER
NEW ROOM OVER MASTER BEDROOM
LUNETTE WINDOWS (3)
FINISH "ATTICS" AS PART OF EXISTING BEDROOM
NEW LUNETTE WINDOW
A-5New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
0801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
FIRST FLOOR FRAMING PLAN1/4" = 1'0"1
SECOND FLOOR FRAMING PLAN1/4" = 1'0"2
2 x
12 J
OIS
TS @
16" O
.C.,
TYP.
2 x
12 J
OIS
TS @
16" O
.C.,
TYP.
2 x
12 J
OIS
TS @
16" O
.C.,
TYP.
2 x
12 J
OIS
TS @
16" O
.C.,
TYP.
2 x
12 J
OIS
TS @
16" O
.C.,
TYP.
2 x
12 J
OIS
TS @
16" O
.C.,
TYP.
TRU
SS B
TRU
SS A
TRU
SS A
TRU
SS B
(2) 2 X 12
(2) 2 X 12
2 x 12 JOISTS @
16" O.C., TYP.
2 x
10 J
OIS
TS @
16" O
.C.,
TYP.2 x 10 JOISTS @
16" O.C., TYP.
OPEN TO BELOW
(4) 2
x 1
0's
(3) 2
x 1
0's
(3) 2
x 1
0's
ATTIC FLOOR FRAMING PLAN1/4" = 1'0"7
4
A9SMALL LUNETTE
1
A9
LARGE LUNETTE
8
A9
COPPER PERGOLA ROOF - SEE DETAIL ON ANOTHER SHEET.
REPLACE EXISITNG CHIMNEY CAPS WITH STONE VENEER CHIMNEY FACE AND CUT STONE CAP.
REMOVE EXISTING ROOF AND REBUILD ROOF FRAMING AS SHOWN. INSTALL A NEW WOOD SHINGLE ROOF.
REMOVE ALL LAYERS OF THE EXISTING ROOF AND INSTALL A NEW WOOD SHINGLE ROOF SYSTEM, TYPICAL FOR ALL EXISTING SLOPED ROOFS AND NEW ROOFS.
NEW SKYLIGHT ROOF. SEE DETAILS ON ANOTHER SHEET
REMOVE EXISTING ROOF AND REBUILD ROOF FRAMING AS SHOWN. INSTALL A NEW WOOD SHINGLE ROOF.
INSTALL 20oz COPPER FLASHING, TYPICAL
INSTALL 20oz COPPER STEP FLASHING AT CHIMNEYS AND VERTICAL SURFACES, TYPICAL
INSTALL A NEW WOOD SHINGLE ROOF SYSTEM, TYPICAL FOR ALL EXISTING SLOPED ROOFS AND NEW ROOFS.
INSTALL 20oz COPPER DRIP FLASHING AT ALL ROOF EDGES
INSTALL 20oz COPPER RAKE FLASHING, TYPICAL
REMOVE ALL LAYERS OF THE EXISTINGDECK AND FLAT ROOF. INSTALL A NEW
KEMPER SYSTEM ROOF SYSTEM, TYPICALFOR ALL EXISTING FLAT ROOFS.
INSTALL NEW CRICKETS AS REQUIRED.
INSTALL NEW RIDGE VENTS, TYPCIAL ONNEW AND EXISTING ROOFS.
INSTALL 20oz COPPER FLASHING, TYPICAL
ROOF PLAN1/8" = 1'0"9
EP EPELECMETER
GASMETER
REMOVE EXISTINGCONCRETE EXTERIOR
STAIRS
REMOVE EXISTING DOORSAND OPENING. PATCH
OPENING WHERE NEW WALLINTERSECTS AS SHOWN.
REMOVE EXISTING STONEFOUNDATION WALL AND
CREATE A FULL WIDTHOPENING TO THE NEW
FOUNDATION AREA.
NEW BEAM TO SPAN NEWOPENING.
NEW BEAM TO SPAN NEWOPENING.
NEW BEAM TO SPAN NEWOPENING.
REMOVE EXISTING STONE FOUNDATIONWALL AND CREATE AN OPENING TO THE
NEW BASEMENT STORAGE.
DOORS
DOORS
DN5R @ 7 13/32"4T @ 11"
MECHANICAL SPACE
STORAGE
STORAGE
USE AN 8" THICK CONC WALL INTHIS PORTION OF FOUNDATION
AS SHOWN
C.L.OF ARCH @ FIRST FLOOR
6" STONE SHELF AREA FOR STONE VENEER WATERTABLE.
2 X10'S @ 16"O.C. AS CEILING FRAMING &
FORM FOR THE SUPPORT SLAB ABOVE.
2 X10'S @ 16"O.C. AS CEILING FRAMING &
FORM FOR THE SUPPORT SLAB ABOVE.
W18
X 4
6 36
KSI S
TEEL
BEA
M
(3) 2
X 1
2'S
W/ (
2) 3
/4" X
11"
36S
KI
STEE
L FL
ITC
H P
LATE
S
8" SUSPENDED REINFORCED CONCRETE SLAB. USE 3,000PSI WATERPROOF CONCRETE WITH #6 REBAR @ 5" O.C. IN THE DIRECTION OF THE SHORTEST SPAN (EAST-WEST) 3/4" FROM BTM AND #4 REBAR AS TEMPERATURE REINFORCEMENT ABOVE #6S @ 10" O.C. IN THE PERPENDICULAR DIRECTION (NORTH-SOUTH). USE THE WOOD CEILING FRAMING AS THE FORM FOR THE SLAB.
2 X10'S @ 16"O.C. AS CEILING FRAMING &
FORM FOR THE SUPPORT SLAB ABOVE.
2 X12'S @ 16"O.C. AS CEILING &
FIRST FLOOR FRAMING
2 X12'S @ 16"O.C. AS CEILING &
FIRST FLOOR FRAMING
9 1/2" X 5" BEAM POCKET FOR W24 BEAM AT EACH END OF SPAN
9 1/2" X 5" BEAM POCKET FOR W24 BEAM AT EACHEND OF SPAN
6 1/2" X 5" BEAM POCKET FOR W18 BEAM
(3) 2
X 1
2'S
W/ (
2) 3
/4" X
11"
36S
KI
STEE
L FL
ITC
H P
LATE
S
(3) 2
X 1
2'S
W/ (
2) 3
/4" X
11"
36S
KI
STEE
L FL
ITC
H P
LATE
S
W24
X 7
6 36
KSI S
TEEL
BEA
M
SLAB REINFORCEMENT
#6's @ 5" O.C.
#4's
@ 1
0" O
.C.
SLAB REINFORCEMENT
#6's @ 5" O.C.
#4's
@ 1
0" O
.C.
SLAB REINFORCEMENT
#6's @ 5" O.C.
#4's
@ 1
0" O
.C.
D.W. REF.DWR
WASTE
D.W.DWR
DWR
DWR
DWR
REF
HEA
DER
: (3
) 2 X
12'
S w
/ (2)
1/2
" X 1
1" 3
6 KS
I STL
FLI
TCH
PLA
TES
HEA
DER
: (3
) 2 X
12'
S w
/ (2)
1/2
" X 1
1" 3
6 KS
I STL
FLI
TCH
PLA
TES
BEAM: (2) 2 X 12'S W/ 3/4" X 11" 36 KSI STL FLITCH PLATE
2 x 12 JOISTS @ 16" O.C., TYP.
2 x 10 JOISTS @ 16" O.C., TYP.
2 x
12 J
OIS
TS @
16"
O.C
., TY
P.
W12 X 58 STEEL BEAM
2 x
12 J
OIS
TS @
16"
O.C
., TY
P.2
x 12
JO
ISTS
@
16" O
.C.,
TYP.
2 x
12 J
OIS
TS @
16" O
.C.,
TYP.
W12 X 58 STEEL BEAM
2 x 12 JOISTS @ 16" O.C., TYP.
2 x 12 RAFTERS @ 16" O.C., TYP.
2 x 12 RAFTERS @ 16" O.C., TYP.
SKYLIGHT ROOF SYSTEM
W10
x 7
7 36
KSI S
TL B
EAM
TO
SU
PPO
RT
EXIS
TIN
G J
OIS
TS
MAKE EVERY EFFORT TO CONCEAL THIS BEAM.VERIFY THE EXISTING DEPTH OF SECOND FLOOR CONSTRUCTION BEFORE ORDERING. CONSULT WITH ARCHITECT PRIOR TO PROVIDING AND INSTALLING BEAM.
(3) 2 x 12's w/ (2) 3/4" x 11" STL FLITCH PLATES
(2) 2
X 1
0's
w/ 3
/4" X
9" S
TL F
LITC
H P
LATE
(2) 2
X 1
0's
(2) 2 X 10's
HEADER: (3) 2 X 12'S HEADER: (3) 2 X 12'S
2 x 10 JOISTS @ 16" O.C., TYP.
(3) 2 X 10's
(3) 2 X 10's
(2) 2
X 1
0's
(2) 2
X 1
0's
Ø 6'-1 1/2" R.O.
A-60801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
SOUTH ELEVATION1/4" = 1' 0"1
EXISTING FIRST FLOORFIN. EL = 100.00'
NEW BASEMENT T.O. SLABEL = 90.00'
EXISTING SECOND FLOORFIN. EL = 110.42'
EXISTING ATTIC FLOORFIN. EL = 119.80'
EXISTING BASEMENT T.O. SLABEL = 91.58'
INSTALL A NEW STONE VENEER WATERTABLE AT THE EXISTING FOUNDATION WALL, TYPICAL
REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, TYPICAL
REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, TYPICAL
REPLACE/REPAIR EXISTING ROOFING, TYPICAL
REPLACE/REPAIR ROOF AT MASTER BEDROOM
NEW GAME ROOM & GARAGE ADDITION
INSTALL A NEW STONE VENEER WATERTABLE AT THE NEW FOUNDATION WALL, TYPICAL
WOOD SIDING, PTD., TYP.
WOOD ROOFING, TYP.
NEW PORCH ROOF: METAL ROOF WITH WOOD FRAMING.
EXISTING GRADE
NEW SKYLIGHT AT KITCHEN ADDITION
REPLACE/REPAIR EXISTING CHIMNEY CAPS, TYPICAL
EAST ELEVATION1/4" = 1' 0"9
New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
EXISTING FIRST FLOORFIN. EL = 100.00'
NEW BASEMENT T.O. SLABEL = 90.00'
EXISTING SECOND FLOORFIN. EL = 110.42'
EXISTING ATTIC FLOORFIN. EL = 119.80'
1'-7
"
EXISTING BASEMENT T.O. SLABEL = 91.58'
UNDERPIN EXISITNG 24"FOUNDATION AS REQUIRED.
REPLACE EXISTING FOUNDATIONAT NEW MUD ROOM
INSTALL A NEW STONE VENEERWITH BLUESTONE WATERTABLEAT THE EXISTING FOUNDATION
WALL, TYPICAL
REMOVE EXISTING SIDING AND SHEATHING,INSULATE THE EXISTING EXTERIOR WALLS
AND INSTALL NEW SHEATHING AND SIDING,RED CEDAR PRIMED,
5/8" BUTT,4" TYPICAL
REMOVE EXISTING SIDING ANDSHEATHING, INSULATE THE EXISTINGEXTERIOR WALLS AND INSTALL NEWSHEATHING AND SIDING, RED CEDAR
PRIMED,5/8" BUTT,4"TYP.
REPLACE/REPAIR EXISTING FRONT PORCH STEPS
INSTALL NEW WOOD COLUMNS AT PORCHNEW 16" DIA. (8'-6" HIGH)
COLUMN, PTD
REPLACE/REPAIR EXISTING ROOFING,W/ WOOD ROOFING,
ALASKAN YELLOW CEDAR,5/8" BUTT,18"TYP.
REPLACE/REPAIR EXISTING CHIMNEYWW/ NEW LIMESTONE CAPS,
TYPICAL
NEW DEN & CARPORT ADDITION
NEW GAME ROOM & GARAGE ADDITION
INSTALL A NEW FIELD STONE VENEER AT THE NEW FOUNDATION WALL, TYPICAL
WOOD SIDING,RED CEDAR PRIMED, 5/8" BUTT,4"TYP.
WOOD ROOFING, ALASKAN YELLOW CEDAR, 5/8" BUTT,18"TYP.
COPPER FINIAL
COPPER ROOF WITH MAHOGANYFRAMING AT NEW PORCH ROOF
INSTALL A NEW FIELD STONE VENEER WALL AT THE NEW CAR PORTINSTALL NEW LIMESTONE ARCHES AT THE NEW ADDITION
WOOD AND WROUGHT IRON GATES (AT FRONT ARCH ONLY)
EXISTING GRADE
WOOD ROOFING, TYP.
14'-0"2'-0" 2'-0"
20'-3 3/8"
COPPER GUTTER TYPE.
COPPER LEADERS TYPE.BLUESTONE WATERTABLE TYPE.
NEW RAKE TRIML A&B 407;85TYPICAL
NEW STONE PORCHNEW 14" DIA. (7'-6" HIGH)COLUMN, PTD
REMOVE & REPLACE EXIST. OFFICE NEW ADDITION
COMBINE 2 ROOF RIDGES INTO ONEBY EXTENDING
TO MEET AS SHOWNNEW ELIPTICAL WINDOW
NEW WINDOW TO REPLACE EXISTING
REPLACE/REPAIR EXISTING FRONTPORCH ROOF
NEW SAPPELL FARAMING W/COPPER ROOF @ ENTRY
EXISTING FRONT ENTRY DOOR
NEW TERRACE BEYOND
NEW WROUGHT IRON HANDRAILS
A-70801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
NORTH ELEVATION1/4" = 1' 0"1
WEST ELEVATION1/4" = 1' 0"9
EXISTING FIRST FLOORFIN. EL = 100.00'
NEW BASEMENT T.O. SLABEL = 90.00'
EXISTING SECOND FLOORFIN. EL = 110.42'
EXISTING ATTIC FLOORFIN. EL = 119.80'
EXISTING BASEMENT T.O. SLABEL = 91.58'
REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, TYPICAL
REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, TYPICAL
REPLACE/REPAIR EXISTING ROOFING, TYPICAL NEW DEN AND CAR PORT ADDITION BEYOND
INSTALL A NEW STONE VENEER WATERTABLE AT THE NEW FOUNDATION WALL, TYPICAL
WOOD ROOFING, TYP.
NEW PORCH ROOF: METAL ROOFWITH WOOD FRAMING.
REPLACE/REPAIR EXISTING CHIMNEY CAPS, TYPICAL
INSTALL A NEW STONE VENEER WATERTABLE AT THE EXISTING FOUNDATION WALL, TYPICAL
New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
3'-6
"
EXISTING FIRST FLOORFIN. EL = 100.00'
NEW BASEMENT T.O. SLABEL = 90.00'
EXISTING SECOND FLOORFIN. EL = 110.42'
EXISTING ATTIC FLOORFIN. EL = 119.80'
EXISTING BASEMENT T.O. SLABEL = 91.58'
REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, RED CEDAR PRIMED, 5/8" BUTT,4" TYPICAL
REMOVE EXISTING SIDING ANDSHEATHING, INSULATE THE EXISTINGEXTERIOR WALLS AND INSTALL NEW
SHEATHING AND SIDING, TYPICAL
REPLACE/REPAIR EXISTING ROOFING, TYPICAL
NEW DEN AND PORTE COCHERE ADDITION BEYOND
INSTALL A NEW STONE VENEER W/ BLUESTONE WATERTABLE AT THE NEW FOUNDATION WALL, TYPICAL
WOOD ROOFING, TYP.
NEW PURGULA W/ COPPER METALROOF & LESE SEPELLE
MAHOGANY WOOD FRAMING.
REPLACE/REPAIR EXISTING CHIMNEY WW/ NEW LIMESTONE CAPS, TYPICAL
INSTALL A NEW STONE VENEERWATERTABLE AT THE EXISTING
FOUNDATION WALL, TYPICAL
INSTALL A NEW STONE VENEER WALL AT THE NEW PORTE COCHERE
INSTALL NEW LIMESTONE ARCHES AT THE NEW ADDITION
E.Q. 2'-6" 9'-0" E.Q9'-0"
LIGHTS ABOVE STONE PIERS
NEW STONE TERRACE & STEPS TOREPLACE EXISTING WOOD DECK
NEW RAKE TRIML A&B 407;85 TYPICAL
NEW WROUGHT IRON (ZINK DIPPED) HANDRAILS, GAURDRAILS AND POOL FENCE
4'-0"
EXTENSION OF TERRACE
EXISTINGADDITION
NEW ROOF ADDITION
NEW PLAYROOM ADDTION
NEW GARAGE ADDITION
CENTER & REPAIR EXISTING CHIMNEY W/ NEW STONE VENEERE
1'-1
1/4
"
3'-1 3/4"
4"
1'-5
1/2
"R 1'-5 1/2"
R 1'-7 1/4"
COPPER CURB & FLASHING
AB 405 CROWN
COPPER DRIP
COPPER ROOF
COPPER FLASHING
WINDOW "Q"
AB 84-4 CROWN
9"
(2) 2 X 12
DOUBLED RAFTERS@ EACH SIDE OFLUNETTE
1'-1
0 3/
4"
R 2'-6"
3"3
1/2"
5'-4 3/4"
COPPER CURB & FLASHING
AB 402-4 CROWN
COPPER DRIP
COPPER ROOF
COPPER FLASHING
WINDOW "_"
AB 84-4 CROWN
9"
(2) 2 X 12
DOUBLED RAFTERS@ EACH SIDE OFLUNETTE
4"
2'-6
"
1" = 1'-0"
LARGE LUNETTE FRAMING DETAIL & TRIM2
A9
9"
9"
ROOFING
COPPER FLASHING
2 X 10
'S
@ 16
" O.C
.
6
12
COPPER ROOF @ LUNETTE
1'-1
0 3/
4"2
3/4"
WINDOW "_"
1'-4"
2 X 10
'S
@ 16
" O.C
.
12
12
(2) 2 X 12
COPPER ROOF FLASHING
2 X 4 FRAMING
9'-0
" A.F
.F.
AB8
4-4
3/4" COVE
2'-1
1 3/
8"
4"3"
9'-6 3
/8"
A B4 02 -4
AB 84-4
AB 402-41" COVE
ARCHED HEADER
STOOL
DOUBLED RAFTERS@ EACH SIDE OFLUNETTE
ARCHED DRYWALL, PTD.
RAISED PANEL APRON
A-90801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
1" = 1'-0"
EYEBROW DORMER & CUPOLA CORNICE TRIM DETAIL10
A9
2
4
9"
3/4"
8" 5 1/
4"
AB 84-4
AB 409
3/4" COVE @ CORNERS
6
12
AB8
4-4
AB409
2
4
9"
8" 5 1/
4"
AB 84-4
AB 409
9"
9"
6
12
2'-8
3/4
"
4'-7
1/4
"
4"5
5/8"
14'-1
0"
ROOFING
COPPER FLASHING
2 X 10
'S
@ 16
" O.C
.
(2) 2 X 12
ARCHED DRYWALL, PTD.
3/4" COVE @ CORNERS
WINDOW "E"
2 X 6 FRAMING
2'-4
"
7'-7
"
2 X 10
'S
@ 16
" O.C
.12
12
COPPER ROOF @ EYE BROW DORMER
1" = 1'-0"
EYEBROW DORMER SECTION8
A9
COPPER CURB & FLASHING
AB 84-4 CROWN
AB 409 CROWN
COPPER DRIP
COPPER ROOF
COPPER FLASHING
WINDOW "E"
AB8
4-4
AB409
2'-7
1/2
"
WINDOW "S"
6"6"
12
12
2 X 6 FRAMING
COPPER FLASHING
ROOFING
WINDOW TRIM
2 X 10
'S
@ 16
" O.C
.
1" = 1'-0"
WINDOW "S" SECTION11
A9
1" = 1'-0"
ROOF/ RAKE SECTION, TYP.3
A9
2
12
1'-0
" AB 407, PTD.
AB 85, PTD.
4"
2
12
1'-0"
GABLE END
EXISTING AND NEW ROOF CONSTRUCTION
1 1/
4"
New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
1'-0
"
1'-0"
3/4"
8"4"
1'-8"
2'-4"
1'-0"
AB 407, PTD.
AB 85, PTD.
6
A9
GABLE END
AB 407, PTD.
AB 85, PTD.
WOOD SHINGLE SIDING, PTD., TYP.
AB 507, PTD.
1" = 1'-0"
RAKE TRIM DETAIL, TYP.5
A9
BRACKET #BL 2602, BEYOND
1" = 1'-0"
SMALL LUNETTE FRAMING DETAIL7
A9
9"
9"
ROOFING
COPPER FLASHING
2 X 10
'S
@ 16
" O.C
.
6
12
COPPER ROOF @ LUNETTE
1'-1
1/4
"2
1/4"
WINDOW "Q"
1'-4"
6'-6 5
/8"
2 X 10
'S
@ 16
" O.C
.
12
12
(2) 2 X 12
COPPER ROOF FLASHING
2 X 4 FRAMING
9'-0
" A.F
.F.
AB8
4-4
AB405
3/4" COVE
1'-1
0 1/
2"
4"
2 1/4"
1 3/
4"
3/4"
AB 84-4
AB 405
STOOL
DOUBLED RAFTERS@ EACH SIDE OFLUNETTE
ARCHED DRYWALL, PTD.
RAISED PANEL APRON
CHAMFER CORNER
STEEL BEARING PLATEWITH ANCHOR
STEEL SHIMS AS REQUIRED
W18 X 46STEEL BEAM
1/2"
5" 9"
1'-7
"
MIN.
8' 9
1/2
"@
CO
NC
SLA
B1/2"
8'-1
0" @
CO
NC
SLA
B
1'-6
"
8" REINFORCED SLAB
8"
6 1/2" WIDE X 5" DEEP X 1' 7 1/2"HIGH BEAM POCKET TO ACCEPT
STEEL BEAM
4 1/2"
A-100801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
W18 X 46 BEAM POCKET DETAIL1 1/2" = 1'0"2W24 X 76 BEAM POCKET DETAIL
1 1/2" = 1'0"5
CHAMFER CORNER
STEEL BEARING PLATEWITH ANCHOR
STEEL SHIMS AS REQUIRED
W24 X 76STEEL BEAM
1/2"
5" 9"
1'-0
3/4
"
MIN.
9' 7
" @ C
ON
C S
LAB
1/2"
9' 7
1/2
" @ C
ON
C S
LAB
2'-0
"
1ST FLOOR FIN. FLR.
9 1/2" WIDE X 5" DEEP X 1' 0 3/4"HIGH BEAM POCKET TO ACCEPT
STEEL BEAM
4 1/2"
3/4" PLY FINISHED FLOORFIN. EL = 100.00'
STONE SHELFFIN. EL = 98.00'
T.O. FND. WALL @ MUDROOMFIN. EL = 98.625'
1'-4
1/2
"
1' 0
" FLO
OR
TO
FLO
OR
4'-0" OR 3'0" SEE PLAN
1'-2
"4"
1'-2" 1'-2"
3"1'
-0"
3"
2 1/4" 4" O.C. TYP. 2 1/4"
6"
COLUMN FOOTING DETAIL3/4" = 1'0"1
STEEL COLUMN
6 1/2" X 6 1/2" X 1/2" BEARING PLATE WELDED TO COLUMN AND ANCHORED TO CONCRETE WITH (4) 1/2" X 2" STL ANCHORS.
3000 PSI WATERPROOF CONCRETE (DOSED WITH KIM ADDITIVE FROM KRYTON INC), TYP. W/ #5 REBAR @ 4" O.C. TOP AND BTM, EACH WAY, AS SHOWN @ COLUMN FOOTINGS.
6" CRUSHED STONE
UNDISTURBED SOIL
10"5" 5"1'-8"
6"4"
10"
3" 7" 7" 3"2'
-0"
3"
6" 6"
INTERIOR FND WALL FOOTING DETAIL3/4" = 1'0"4
10" REINFORCED CONCRETE WALL. USE 3,000 PSI CONCRETE W/ #4 VERTICAL CONT. REBAR @ 12" O.C. AND #4 HORIZONAL CONT. REBAR @ 24" O.C.
(2) CONT. #4 REBAR AT TOP & BTM OF WALL AS SHOWN.
3000 PSI WATERPROOF CONCRETE (DOSED WITH KIM ADDITIVE FROM KRYTON INC), TYP. W/ (3) #5 REBAR @ 7" O.C. BTM.
6" CRUSHED STONE
UNDISTURBED SOIL
BENT #4 REBAR AT 12" O.C. AS SHOWN.CONTINUOUS WATERSTOP - KIM SYSTEM
FRAMING & FINISH FLOOR SYSTEM
FRAMING & FINISHWALL SYSTEM
NEW BASEMENT T.O. SLAB
1'-2" 1"5"
1'-8"
6"4"
6"
1'-8"6"
10"
2'-0
"
3" 5 1/2"
EXT FND WALL FOOTING DETAIL3/4" = 1'0"7
10" REINFORCED CONCRETE WALL. USE 3,000 PSI CONCRETE W/ #4 VERTICAL CONT. REBAR @ 12" O.C. AND #4 HORIZONAL CONT. REBAR @ 24" O.C.
(2) CONT. #4 REBAR AT TOP & BTM OF WALL AS SHOWN.
3000 PSI WATERPROOF CONCRETE (DOSED WITH KIM ADDITIVE FROM KRYTON INC), TYP. W/ (3) #5 REBAR @ 7" O.C. TOP & BTM.
6" CRUSHED STONE
UNDISTURBED SOIL
BENT #4 REBAR AT 12" O.C. AS SHOWN.CONTINUOUS WATERSTOP - KIM SYSTEM
FRAMING & FINISHWALL SYSTEM
6" PERFORATED PIPE FOOTING DRAIN, TO DAYLIGHT
W18 x 46 36KSI STEEL BEAM
8"
3/4"
5" TYP
7 1/
4"10
"
STRUCTURAL CONCRETE SLAB DETAIL1 1/2" = 1'0"8
8" THICK REINFORCED CONCRETE SLAB. USE 3,000 PSI WATERPROOF CONCRETE
#6 REBAR @ 5" O.C. IN DIRECTION OF SPAN
#4 REBAR TEMPERATURE REINFORCEMENT @ 10" O.C. PERPENDICULAR TO #6 REBAR.
CEILING FRAMING TO BE USED AS A FORM AND LEFT IN PLACE. TEMPORARILY SUPPORT CENTER OF SPAN WHILE CONCRETE CURES TO 75% STRENGTH.
New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
T.O. CONC. FND. WALL DETAIL @ MUDROOM1 1/2" = 1'0"3
1/2" ANCHOR BOLTS@ 4" O.C.
7 1/
2"
6"STONE SHELF
T.O. FND. WALL @ MUDROOMFIN. EL = 98.625'
STONE SHELFFIN. EL = 98.00'
BEND REINFORCING BAR TOINTERIOR SLABS
(SEE A5 & A8 FORDETAILS)
STONE SHELF
T.O. FND. WALL @PORTE COCHEREFIN. EL = 98.33
T.O. CONC. FND. DETAIL @ PORTE COCHERE1 1/2" = 1'0"6T.O. CONC. FND. WALL DETAIL
1 1/2" = 1'0"9
1/2" ANCHOR BOLTS@ 4" O.C.
STONE SHELF
T.O. FND. WALLFIN. EL = 103.00'
STONE SHELFFIN. EL = 98.00'
VA
RIE
S
5'-0
" TO
3'-0
"
& FIN. EL = 100.00'(SEE PLAN A-1)
T.O. CONC. FND. WALL DETAIL @ GARAGE1 1/2" = 1'0"12
1/2" ANCHOR BOLTS@ 4" O.C.
STONE SHELF
T.O. FND. WALL @ GARAGEFIN. EL = 99.66'
STONE SHELFFIN. EL = 98.00'
1'-8
"
& FIN. EL = 100.00'(SEE PLAN A-1)
D.W. REF.DWR
WASTE
D.W.DWR
DWR
DWR
DWR
9'-11"
2'-0" 1'-5 1/4"
5'-0 1/8"
5'-0 1/2" OPENING
1'-9
"4'
-0"
2'-6
"
1'-5 1/4"
9'-0
"
4'-6"
REF
3'-11 3/8"
2'-9 5/8"
3"
1'-0"
7'-1
"
4'-3
"
5'-0"
3'-10 3/4"
1'-0"10'-4 1/4"1'-0"
4'-6"
14'-0
"
7'-0
"
11'-6 1/4"
15'-8
1/8
"DETAILED KITCHEN PLAN1/2" = 1' 0"
11A12
A-12New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
0801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
KITCHEN INTERIOR ELEVATIOONS 1/2" = 1' 0"
1A12
GREENHOUSE ROOF
NEW ARCHEDOPENING TO FAMILY ROOM
6'-3
"
10" BASE2'-0"
POT FILLER
SHELF
2'-0" 4'-0 1/2" 2'-0"
10'-0 1/2"
2'-0"
3'-0
"1'
-6"
5'-0
"NEW NEWEL AND RAIL
EXISTING STAIRS
3'-0
"1'
-6"
5'-0
"
ARTGLASS
NEW GLASS TRANSOMNEW CROWN, SPECTORS MOULDERS
INC #MD1358
3'-0
"
2'-0" 1'-9" 4'-0" 2'-6"
NEW PANELS ONEXISTING G.E. 48"MONOGRAM
NEWPANTRY
BACK LIT CALENDER"WHOLE BOARD" IN GLASSW/ LARGE PRINT OF ROBS PHOTOS ON BACK
M T W T F S S
SHELF
1'-0"
LETTER BOXES
KEYBOARD TRAY
NORTH
SOUTH WESTEAST
NEW CROWN, SPECTORS MOULDERSINC #MD1358
3'-0
"
2'-1
"
9'-0"
3" 8'-6"
4'-6" 2'-0"
END PANEL
CABINETS
9'-0"
3" 2'-0" 2'-0" 2'-6" 2'-0" 3"
D.W.GARBAGED.W.DRAWER
4'-6"
3" 4'-0" 3"
END PANEL
REF. DRAWER
END PANELS
4'-0"
2'-0"2'-0"
KITCHEN ISLAND ELEVATIONS 1/2" = 1' 0"
3A12
NORTH
SOUTH
WEST
EAST
EAST
A-13New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
0801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
GAME ROOM INTERIOR ELEVATION3/8" = 1'0"
2A13
MUD ROOM INTERIOR ELEVATION1/2" = 1'0"
1A13
SEPPELLE MAHOGANY DOORS
NEW BUILT-IN CABINETS WITH CUBBIES
DRYWALL
GLASS
EASTWESTNORTH
SOUTH
NORTH SOUTHWEST EAST
A-14New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
0801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
15'-0"9'-0 3/4" 9" 9"
15'-8
1/8
"
EAST INTERIOR ELEVATION1/2" = 1'0"2NORTH INTERIOR ELEVATION
1/2" = 1'0"5
WEST INTERIOR ELEVATION1/2" = 1'0"1SOUTH INTERIOR ELEVATION
1/2" = 1'0"4
PORTE COCHERE PAVING PLAN1/2" = 1'0"7
LIMESTONE ARCHFIELDSTONE
SEPPELLE MAHOGANY GATE
WROUGHT IRON GRATE BLACK
PIVOTE HINGE
GATE BALLAST (CONCEALED)
WOOD SIDING, PTO
SEPPELLE MAHOGANY DOORS
LIMESTONE TREADS & FEILDSTONE RISER
WOOD CASING, PTO
GLASS
LIMESTONE ARCH
FIELDSTONE
OPEN TO COURTYARD
15'-0"9'-0 3/4" 9" 9"
15'-8
1/8
"
PORTE COCHERE REFLECTED CEILING PLAN1/2" = 1'0"9
WOOD SIDING, PTO
SEPPELLE MAHOGANY DOORS
LIMESTONE WATERTABLE & FEILDSTONE
WOOD CASING, PTO
GLASS
PANELING
TBD
A-15New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
0801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
GARAGE INTERIOR ELEVATIONS1/2" = 1'0"
1A15
SLAT WALL STORAGE SYSTEM
SEPPELLE MAHOGANY DOORS
WOOD CASING, PTO
GLASS
DRYWALL, PTD
SLAT WALL STORAGE SYSTEM
DRYWALL, PTD
EAST
WEST
SLAT WALL STORAGE SYSTEM
DRYWALL, PTD
NORTH
SOUTH
STORAGE INTERIOR ELEVATIONS1/2" = 1'0"
3A15
SOUTHEASTNORTH
WEST
A-16New YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
A r c h i t e c t sNew YorkNew York 10018212 840 0004
New CanaanConnecticut 06840203 966 6696
John R. Mastera +Associates
0801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008
R e v i s i o n s C o n s u l t a n t s P r o j e c t N a m e + N u m b e r D a t e D r a w i n g N u m b e r
OFFICE INTERIOR ELEVATIONS1/2" = 1'0"
1A16
WEST NORTHSOUTH NORTH EASTEAST SOUTH WESTSOUTH EAST NORTH WEST
DETAIL PLAN OF OFFICE 1/2" = 1'0"
3A16