MIN RESIDENCE
29 WITHERBEE AVENUE PELHAM MANOR, NEW YORK KITCHEN/ GARAGE/DEN/ GAME ROOM EXPANSION & RENOVATIONS
A r c h i t e c t s New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
CONSTRUCTION DOCUMENTS OCT 3, 2008
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
John R. Mastera
6" STONE VENEER, TYP
20'-10" 10'-5"
10'-5"
10"
19'-2"
10"
5'-2"
2'-6"
8'-9"
SWEEP SIDING AS SHOWN, SEE DETAIL 1/A11
4'-4"
13'-4 1/2"
3'-8"
8" REINFORCED, 3,000PSI CONCRETE RETAINING WALL WITH STONE VENEER AND W/ 10" HIGH X 16" FOOTINGS (MIN. 42" DEEP), TYP AT TERRACE
9"
8" REINFORCED, 3,000PSI CONCRETE FND FOR STEPS W/ 10" HIGH FOOTING, MIN. 42" DEEP 4'-8" 1'-0"1'-0"
8" 15'-6 1/8"
8"
8"
2'-0"
8" 1'-10"
COMPACTED FILL
8" 1'-11 1/2"
NEW FOOTING AND FOUNDATION FOR NEW 4'-5" FIREPLACE 5"
4'-5"
4" TYP (FOOTING)
8'-10"
8'-5 7/8"
8" REINFORCED, 3,000PSI CONCRETE RETAINING WALL WITH STONE VENEER AND W/ 10" HIGH X 16" FOOTINGS (MIN. 42" DEEP), TYP AT TERRACE
2'-0"
2'-0"
5"
CENTERLINE BTWN FIRST FLOOR FAMILY ROOM DOORS
COMPACTED FILL
5"
5"
5"
5"
10" REINFORCED, 3,000PSI CONCRETE FOUNDATION WALL W/ 10" HIGH X 20" FOOTING (MIN. 42" DEEP) @ PERGOLA
3'-6"
EXTERIOR WALL - 2 X 6 WOOD FRAMING @ 16" O.C. W/ 5/8" PLWD SHEATHING, 30# BUILDING PAPER AND WOOD SHINGLE SIDING, PTD, TYP.
COMPACTED FILL
8"
R-19 BATT INSULATION WITH 5/8" GYP BOARD INTERIOR FIN.
1'-0" 1'-0"
12
5"
12
10 1/2"
12
9'-4"
12
8"
12
9"
R 10'-5"
9"
8"
12
1'-3"
12
8'-5 1/2"
2
11'-4 1/2"
2
14'-0 1/2"
2
6
2
6
2
2
2
2
2
R 9'-2"
4'-2"
2'-0" 8"
6
2
R 9'-7"
1'-8"
SWEEP DETAIL IN SIDING, TYPICAL ON NEW AND EXISTING PORTIONS OF THE STRUCTURE, SEE 5/A11
6'-4"
8"
R 10'-10"
3'-5 7/8"
8"
1'-6"
2" THICK STONE WATERTABLE CAP. CUT AS SHOWN TO CREATE A DRIP.
8"
6" FIELD STONE VENEER AT ALL NEW AND EXISTING FOUNDATIONS, TYP
4'-0" 4'-8"
NEW 6" FIELDSTONE VENEER, TYPCIAL ON NEW AND EXISTING 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.
6"
8"
5'-0"
EXISTING GRADE
4'-7 5/8"
1" -1 2'
8"
EXISTING FIRST FLOOR 3'-5 5/8"
3'-0"
1'-2"
2'-11"
1'-2" 2'-7 1/8"
1"
NEW GARAGE SLAB
1'-2"
2'-6"
1'-7"
10'-9 1/2"
14'-6"
4 1/2"
5"
6" PERFORATED PVC FOOTING DRAIN IN GEO FABRIC
C.L. OF ARCH @ FIRST FLOOR
T.O.WALL FND ELEV. = 98.625'
6" FIELD STONE VENEER AT ALL NEW AND EXISTING FOUNDATIONS, TYP
11'-3 1/2"
STONE SHELF ELEV. = 98.625'
2'-0"
Name +Number
1'-2" TYP
4'-4"
11'-11 1/2"
27'-5 1/2" 11'-9" 3'-1 1/2"
54'-11 1/2" 8'-5 1/2"
STONE SHELF ELEV. = 98.00'
BASEMENT/ FOUNDATION PLAN 1/4" = 1'0"
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
1" TYP. TO EDGE OF FTG.
26'-2 1/2"
OCT. 3, 2008
John R. Mastera Drawing
Number
A-1
A r c h i t e c t s New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
Project
STONE SHELF ELEV. = 100.00'
10"
17'-5 1/2"
9'-0"
1
T.O.WALL ELEV. = 103.00'
1'-5 1/2"
14'-0"
STONE SHELF ELEV. = 98.00'
BASEMENT/ FOUNDATION WALL SECTION @ GARAGE 3/4" = 1'0"
18" DEEP X 3' X 3' DEPRESSED SLAB FOOTING FOR 5 X 5 X 3/8" SQUARE STEEL TUBE COLUMN
T.O.WALL ELEV. = 103.00'
T.O.WALL ELEV. = 98.33'
20'-3 3/8"
Consultants
1'-2"
18" DEEP X 4' X 4' DEPRESSED SLAB FOOTING FOR 5 X 5 X 3/8" SQUARE STEEL TUBE COLUMN
2'-1"
28'-9"
14" REINFORCED, WATERPROOF CONCRETE FOUNDATION WALL W/ 10" DEEP X 20" FOOTING
Revisions
11'-11 1/4"
2'-7 3/4"
4'-8 1/2"
MECHANICAL SPACE
1'-8"
10
11'-11 1/4"
1'-2"
1"
2'-0" 1'-7 7/8"
6"
10"
4"
EL = 88.00'
1'-2" TYP
GAS METER
9 1/2" X 5" BEAM POCKET AT TOP OF WALL
1 3/8"
6"
ELEC EP METER
6 5/8"
STORAGE
19'-5 1/2"
20'-8 1/2" 18" DEEP X 4' X 4' DEPRESSED SLAB FOOTING FOR SUPPORT BEAM
WATERSTOP
EP
10"
1'-3"
6 1/2" X 5" BEAM POCKET AT TOP OF WALL
17'-4 1/2"
19'-5 5/8"
21'-9 5/8"
8'-2"M.O.
(2) CONTINUOUS # 4 REBAR, TOP AND BTM.
1'-2"
T.O.WALL ELEV. = 98.33'
24'-0"
T.O.WALL ELEV. = 98.33'
STORAGE
DOORS
NEW BASEMENT T.O. SLAB
T.O.WALL ELEV. = 99.66'
10" 1'-2"
1'-2"
T.O.WALL ELEV. = 98.33'
T.O.WALL ELEV. = 99.66'
T.O.WALL ELEV. = 98.33'
9 1/2" X 5" BEAM POCKET AT TOP OF WALL
NEW BEAM TO SPAN NEW OPENING.
4" REINFORCED CONC SLAB, 3000PSI CONC, W/4 X 4-W4.0 X W4.0 W.W.F. REINFORCING
LINE OF CONCRETE FOOTING
29'-9 1/2"
DN 5R @ 7 13/32" 4T @ 11"
REMOVE EXISTING STONE FOUNDATION WALL AND CREATE AN OPENING TO THE NEW BASEMENT STORAGE.
2 X4 FLOOR FRAMING WITH BATT INSULATION ON 1" SLEEPERS
18" DEEP X 4' X 4' DEPRESSED SLAB FOOTING FOR SUPPORT BEAM
4'-0"
1'-2" 4'-2" M.O.
12'-10"
NEW BEAM TO SPAN NEW OPENING.
STONE SHELF ELEV. = 98.00'
14" REINFORCED, WATERPROOF CONCRETE FOUNDATION WALL W/ 10" DEEP X 20" FOOTING
15'-6 7/8"
10"
8"
DOORS
E.Q.
10'-0"
6" FIELD STONE VENEER AT ALL NEW AND EXISTING FOUNDATIONS, TYP
STONE SHELF ELEV. = 98.00'
T.O.WALL ELEV. = 98.265'
4'-0"
USE AN 8" THICK CONC WALL IN THIS PORTION OF FOUNDATION AS SHOWN
EXISTING BASEMENT
11'-0"
4'-11 5/8"
R 5'-0 1/2"
REMOVE EXISTING DOORS AND OPENING. PATCH OPENING WHERE NEW WALL INTERSECTS AS SHOWN.
12'-2 1/2"
2 X4 WALL FRAMING WITH BATT INSULATION
R 3'-10 1/2"
1'-6"
T.O.WALL ELEV. = 98.265'
1'-1 1/2"
NEW BEAM TO SPAN NEW OPENING.
2 1/2" 3'-10 1/2" 3'-8 1/8"
10'-0"
R 4'-11" (FOOTING)
13'-11 1/2"
EXISTING UNDISTURBED SOIL
E.Q.
9'-11 1/4"
REMOVE EXISTING STONE FOUNDATION WALL AND CREATE A FULL WIDTH OPENING TO THE NEW FOUNDATION AREA.
13'-1 1/2"
2'-3 3/4"
10"
3/4"
1 3/4" CRUSHED STONE BACKFILL
PROTECTION BOARD
9'-0"
1"
REMOVE EXISTING CONCRETE EXTERIOR STAIRS
STONE SHELF ELEV. = 98.00'
1'-5 1/8"1'-2"
8"
EL = 99'0"
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.
23'-10 1/2"
2'-9 1/2"
FIN. EL = 100.00'
2 X 10'S @ 16" O.C. WITH R-19 BATT INSULATION; 3/4" SUBFLOOR FOR SLAB FORM
26'-2 1/2"
T.O.WALL ELEV. = 98.265'
4'-11 5/8"
10" TYP
24'-1 3/8"
9'-9 1/2"
9'-4"
7'-11 1/2"
9'-9 1/2"
D
NEW ARBOR NEW PERGOLA ROOF OF MAHOGANY AND COPPER ABOVE A NEW STONE TERRACE ON CONCRETE BASE (BELOW PERGOLA ROOF).
N
" ' -2 "1 ' -2 "1 ' -2 "1 -2 1'
C.L. OF DOORS
1' -2 "1 ' -2 "1 ' -2 "1 ' -2 "
8'-4"
" -1
9'-11 1/2"
7'
4'-11"
STONE PIER AND LIGHT FIXTURE
WROUGHT IRON HANDRAIL
D
N
" ' -2 "1 ' -2 "1 ' -2 "1 -2 1'
REMOVE EXISITNG WOOD STEPS AND INSTALL NEW STONE STEPS ON GRADE.
NEW WROUGHT IRON FENCE
3'-4"
6'-4"
D
N
OUTDOOR LIVING ROOM -6 "
2'-0"
1'-2" 1'-2" 1'-2"
REMOVE EXISTING RAISED WOOD DECK AND INSTALL NEW STONE TERRACE ON STONE DUST.
9'-9 1/2"
STONE PIER
3'
DN 1'-7 1/2"
EXISTING GARAGE TO BE REBUILT
2'-0"
1'-4"
3'-0"
NEW TERRACE
1'-0"
2'-0"
1'-9 3/4"
" -2
2'-0"
1'
1'-8"
STONE PIER AND LIGHT FIXTURE
"
6" 1'-7"
NEW EXTERIOR FIREPLACE TIED TO EXISTING CHIMNEY RENOVATIONS, WITH RAISED STONE HEARTH
25 ' -0
4'-10 1/2"
9'-7"
NEW TERRACE
9'-4"
14'-8 1/2"
STONE SEAT
" -0 4'
5'-0"
4'-0"
T.V. ABOVE FIREPLACE
NEW FISH TANK CABINET
EXISTING FAMILY ROOM
REMOVE THE EXISTING BUILT-INS AND INSTALL A NEW SALT WATER NEW FISH TANK FISH TANK
NEW COURTYARD
REMOVE EXISTING WALL AND SPAN WITH A NEW BEAM
4' " -0
11'-6 1/4" 1'-0" 1'-0"
10'-4 1/4"
1'-0"
7'-1"
NEW ARCH
4'-6" 4'-6"
D.W. DWR
DWR
NEW KITCHEN 5'-0"
EXISTING LIVING ROOM
1'-5 1/4"
5'-0 1/2" OPENING
1'-5 1/4"
9'-0"
1'-9"
24'-0"
1'-9"
ARCH
3'-6 1/2"
3'-11 3/8" 2'-9 5/8" UP
1 A8
FIELDSTONE RISERS
2'-6"
1'-0 1/8"
PANTRY
5'-1 1/2"
9'-0 3/4"
9"
15'-0"
3'-6 1/2"
NEW PORCH ROOF AND COLUMNS
9"
1'-0 1/8"
REINFORCED CONCRETE
3'-6"
EXISTING DINING ROOM
NEW GARAGE
PORTE COCHERE
2'-6"
6"
2"
NEW MUD ROOM
STONE TERRACE
1 A8
3'-6 1/2"
15'-8 1/8"
6"
2'-6"
3"
6"
STONE TERRACE
9'-0"
2'-0"
9'-11"
5'-0 1/8"
1/4" SLOPE ON ALL STAIRS
1'-9"
COMPACTED FILL
6 1/2"
8" CONCRETE FOOTING
ARCH
0"
NEW PORCH
1'-6"
1'-6" 3'-6 1/2"
10 A2
STAIR STEP DETAIL
2'-6"
3'-6 1/2"
2'-6"
3'-6 1/2"
11'-3 3/8"
1 1/2" = 1'0"
20'-3 3/8"
9'-0"
25'-4"
29'-3 3/8"
1
FIRST FLOOR PLAN Scale: 1/4" = 1'-0"
Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-2
A r c h i t e c t s New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
John R. Mastera
27'-0"
2'-0"
REF. DWR
4'-3"
1'-2"
4'-0"
REF
2" STONE TREADS
1'-6"
7'-0"
2'-6"
DWR
D.W.
1'-2"
BREAKFAST NOOK
DWR 9'-0"
WASTE
14'-0"
3'-10 3/4"
21'-4"
20'-0"
NEW ARBOR
NEW PERGOLA ROOF
TERRACE AND PLANTER BELOW
EXISTING ROOF DECK
EXISTING MASTER BEDROOM
COURTYARD BELOW
UP NEW SKYLIGHT ROOF BELOW
EYEBROW WINDOW 54'-7 3/8"
EXISTING MASTER BATH
12'-0 3/8"
4'-10"
6'-10"
2'-0"
4'-7 3/8"
DN
EXISTING HALL
5'-7"
9'-0"
7'-0"
EXISTING BEDROOM
25'-4"
29'-3 3/8"
DN
NEW GAME ROOM
2 T @ 12" OPEN TO BELOW
NEW OFFICE
NEW PORCH ROOF BELOW
4'-8 5/8"
NEW ROOF BELOW
3'-8 5/8"
6'-8"
EXISTING BEDROOM
28'-8 1/2"
EXISTING LAUNDRY
DN 3 R @ 8"
4'-8 5/8"
EXISTING BEDROOM
6'-2 7/8"
NEW UPPER FOYER
EYEBROW WINDOW
12'-2 5/8"
4'-8 5/8"
6'-8"
4'-8 5/8"
11 1/2"
25'-4"
20'-3 3/8" 29'-3 3/8"
1
SECOND FLOOR PLAN Scale: 1/4" = 1'-0"
A r c h i t e c t s Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-3
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
John R. Mastera
REMOVE EXISTING DORMER
NEW ROOM OVER MASTER BEDROOM
LUNETTE WINDOWS (3)
EXISTING BEDROOM
FINISH "ATTICS" AS PART OF EXISTING BEDROOM
NEW LUNETTE WINDOW
EXISTING BATH
EXISTING CRAFTS ROOM
EXISTING BEDROOM
8'-1 7/8"
EXISTING HALL
EXISTING KID"S LIBRARY 4'-1 1/8"
EXISTING BEDROOM
NEW STORAGE
14'-9 1/8"
OPEN TO BELOW
EXISTING ATTIC AREA =2014 SQUARE FEET
NEW ATTIC AREA = 182 SQUARE FEET
5'-9 7/8"
1
7'-0"
2'-7 3/8"
4'-8 5/8"
6'-8"
4'-8 5/8"
ATTIC FLOOR PLAN Scale: 1/4" = 1'-0"
A r c h i t e c t s Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-4
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
John R. Mastera
(3) 2 x 12's w/ (2) 3/4" x 11" STL FLITCH PLATES
COPPER PERGOLA ROOF SEE DETAIL ON ANOTHER SHEET.
REF. DWR
REF
NEW SKYLIGHT ROOF. SEE DETAILS ON ANOTHER SHEET
8
2 x 12 RAFTERS @ 16" O.C., TYP.
2 x 10 JOISTS @ 16" O.C., TYP.
A9 1 (2) 2 X 10's
A9 (2) 2 X 10's
LARGE LUNETTE
INSTALL NEW RIDGE VENTS, TYPCIAL ON NEW AND EXISTING ROOFS.
INSTALL 20oz COPPER FLASHING, TYPICAL
INSTALL 20oz COPPER RAKE FLASHING, TYPICAL
INSTALL 20oz COPPER FLASHING, TYPICAL
Ø 6'-1 1/2" R.O.
(3) 2 X 10's
2 x 10 JOISTS @ 16" O.C., TYP.
2 x 12 JOISTS @ 16" O.C., TYP.
BEAM: (2) 2 X 12'S W/ 3/4" X 11" 36 KSI STL FLITCH PLATE
W12 X 58 STEEL BEAM
W12 X 58 STEEL BEAM
INSTALL A NEW WOOD SHINGLE ROOF SYSTEM, TYPICAL FOR ALL EXISTING SLOPED ROOFS AND NEW ROOFS.
REMOVE EXISTING ROOF AND REBUILD ROOF FRAMING AS SHOWN. INSTALL A NEW WOOD SHINGLE ROOF.
INSTALL 20oz COPPER DRIP FLASHING AT ALL ROOF EDGES
ROOF PLAN
9
(3) 2 X 10's
(2) 2 X 10's
(2) 2 X 10's w/ 3/4" X 9" STL FLITCH PLATE
INSTALL NEW CRICKETS AS REQUIRED.
(2) 2 X 10's
INSTALL 20oz COPPER STEP FLASHING AT CHIMNEYS AND VERTICAL SURFACES, TYPICAL
HEADER: (3) 2 X 12'S
16" O.C., TYP.
D.W.
REMOVE ALL LAYERS OF THE EXISTING ROOF AND INSTALL A NEW WOOD SHINGLE ROOF SYSTEM, TYPICAL FOR ALL EXISTING SLOPED ROOFS AND NEW ROOFS.
HEADER: (3) 2 X 12'S
16" O.C., TYP.
MAKE EVERY EFFORT TO CONCEAL THIS BEAM. VERIFY THE EXISTING DEPTH OF SECOND FLOOR CONSTRUCTION BEFORE ORDERING. CONSULT WITH ARCHITECT PRIOR TO PROVIDING DWR AND INSTALLING BEAM.
REMOVE EXISTING ROOF AND REBUILD ROOF FRAMING AS SHOWN. INSTALL A NEW WOOD SHINGLE ROOF.
2 x 12 JOISTS @
REMOVE ALL LAYERS OF THE EXISTING DECK AND FLAT ROOF. INSTALL A NEW KEMPER SYSTEM ROOF SYSTEM, TYPICAL FOR ALL EXISTING FLAT ROOFS.
DWR
2 x 12 JOISTS @ 16" O.C., TYP.
WASTE
SMALL LUNETTE
2 x 12 JOISTS @
A9
DWR
HEADER: (3) 2 X 12'S w/ (2) 1/2" X 11" 36 KSI STL FLITCH PLATES
4
2 x 12 JOISTS @ 16" O.C., TYP.
D.W. DWR
SKYLIGHT ROOF SYSTEM
HEADER: (3) 2 X 12'S w/ (2) 1/2" X 11" 36 KSI STL FLITCH PLATES
REPLACE EXISITNG CHIMNEY CAPS WITH STONE VENEER CHIMNEY FACE AND CUT STONE CAP.
W10 x 77 36KSI STL BEAM TO SUPPORT EXISTING JOISTS
2 x 12 RAFTERS @ 16" O.C., TYP.
2
1/8" = 1'0"
SECOND FLOOR FRAMING PLAN 1/4" = 1'0"
DOORS (3) 2 X 12'S W/ (2) 3/4" X 11" 36SKI STEEL FLITCH PLATES
DOORS
EP
2 X12'S @ 16"O.C. AS CEILING & FIRST FLOOR FRAMING
GAS METER
ELEC EP METER
#4's @ 10" O.C.
NEW BEAM TO SPAN NEW OPENING.
2 X10'S @ 16"O.C. AS CEILING FRAMING &
2 X10'S @ 16"O.C. AS CEILING FRAMING &
FORM FOR THE SUPPORT SLAB ABOVE.
FORM FOR THE SUPPORT SLAB ABOVE.
STORAGE
FORM FOR THE SUPPORT SLAB ABOVE.
W24 X 76 36KSI STEEL BEAM
16" O.C., TYP.
(3) 2 X 12'S W/ (2) 3/4" X 11" 36SKI STEEL FLITCH PLATES
16" O.C., TYP.
TRUSS B
2 x 12 JOISTS @
2 X10'S @ 16"O.C. AS CEILING FRAMING &
DN 5R @ 7 13/32" 4T @ 11"
REMOVE EXISTING STONE FOUNDATION WALL AND CREATE AN OPENING TO THE NEW BASEMENT STORAGE.
16" O.C., TYP.
2 x 12 JOISTS @
2 x 12 JOISTS @
NEW BEAM TO SPAN NEW OPENING.
16" O.C., TYP.
2 x 12 JOISTS @
9 1/2" X 5" BEAM POCKET FOR W24 BEAM AT EACH END OF SPAN
STORAGE #6's @ 5" O.C.
SLAB REINFORCEMENT
#6's @ 5" O.C. SLAB REINFORCEMENT
#4's @ 10" O.C.
16" O.C., TYP.
(2) 2 X 12
(2) 2 X 12
OPEN TO BELOW
USE AN 8" THICK CONC WALL IN THIS PORTION OF FOUNDATION AS SHOWN
TRUSS A
TRUSS A
TRUSS B
16" O.C., TYP. 16" O.C., TYP.
2 x 12 JOISTS @ 2 x 12 JOISTS @
(4) 2 x 10's
16" O.C., TYP.
(3) 2 x 10's
2 x 10 JOISTS @
16" O.C., TYP.
2 x 10 JOISTS @
(3) 2 x 10's
2 x 12 JOISTS @
REMOVE EXISTING DOORS AND OPENING. PATCH OPENING WHERE NEW WALL INTERSECTS AS SHOWN.
6" STONE SHELF AREA FOR STONE VENEER WATERTABLE. 6 1/2" X 5" BEAM POCKET FOR W18 BEAM
FIRST FLOOR FRAMING
W18 X 46 36KSI STEEL BEAM
NEW BEAM TO SPAN NEW OPENING.
2 X12'S @ 16"O.C. AS CEILING &
#4's @ 10" O.C.
REMOVE EXISTING STONE FOUNDATION WALL AND CREATE A FULL WIDTH OPENING TO THE NEW FOUNDATION AREA.
(3) 2 X 12'S W/ (2) 3/4" X 11" 36SKI STEEL FLITCH PLATES
REMOVE EXISTING CONCRETE EXTERIOR STAIRS
#6's @ 5" O.C. SLAB REINFORCEMENT
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.
MECHANICAL SPACE
9 1/2" X 5" BEAM POCKET FOR W24 BEAM AT EACH END OF SPAN
7
ATTIC FLOOR FRAMING PLAN
1
1/4" = 1'0"
Consultants
Project
Name +Number
FIRST FLOOR FRAMING PLAN 1/4" = 1'0"
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
John R. Mastera Drawing
Number
A-5
A r c h i t e c t s New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
Revisions
C.L. OF ARCH @ FIRST FLOOR
REPLACE/REPAIR EXISTING ROOFING, TYPICAL REPLACE/REPAIR EXISTING CHIMNEY CAPS, TYPICAL REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, TYPICAL WOOD ROOFING, TYP. NEW GAME ROOM & GARAGE ADDITION
NEW SKYLIGHT AT KITCHEN ADDITION
REPLACE/REPAIR ROOF AT MASTER BEDROOM
EXISTING ATTIC FLOOR FIN. EL = 119.80' REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, TYPICAL NEW PORCH ROOF: METAL ROOF WITH WOOD FRAMING.
WOOD SIDING, PTD., TYP. EXISTING SECOND FLOOR FIN. EL = 110.42'
EXISTING FIRST FLOOR FIN. EL = 100.00'
INSTALL A NEW STONE VENEER WATERTABLE AT THE NEW FOUNDATION WALL, TYPICAL
INSTALL A NEW STONE VENEER WATERTABLE AT THE EXISTING FOUNDATION WALL, TYPICAL EXISTING GRADE
REPLACE/REPAIR EXISTING CHIMNEY WW/ NEW LIMESTONE CAPS, TYPICAL
COPPER FINIAL
COMBINE 2 ROOF RIDGES INTO ONE BY EXTENDING TO MEET AS SHOWN NEW ELIPTICAL WINDOW
EAST ELEVATION 1/4" = 1' 0"
WOOD ROOFING, TYP.
NEW RAKE TRIML A&B 407;85 TYPICAL NEW DEN & CARPORT ADDITION NEW GAME ROOM & GARAGE ADDITION
NEW WINDOW TO REPLACE EXISTING REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, RED CEDAR PRIMED, 5/8" BUTT,4"TYP.
REPLACE/REPAIR EXISTING ROOFING, W/ WOOD ROOFING, ALASKAN YELLOW CEDAR, 5/8" BUTT,18"TYP.
EXISTING ATTIC FLOOR FIN. EL = 119.80'
COPPER ROOF WITH MAHOGANY FRAMING AT NEW PORCH ROOF REPLACE/REPAIR EXISTING FRONT PORCH ROOF NEW SAPPELL FARAMING W/ COPPER ROOF @ ENTRY
WOOD ROOFING, ALASKAN YELLOW CEDAR, 5/8" BUTT,18"TYP.
REMOVE EXISTING SIDING AND SHEATHING, INSULATE THE EXISTING EXTERIOR WALLS AND INSTALL NEW SHEATHING AND SIDING, RED CEDAR PRIMED, 5/8" BUTT,4" TYPICAL
COPPER GUTTER TYPE. EXISTING SECOND FLOOR FIN. EL = 110.42' WOOD SIDING, RED CEDAR PRIMED, 5/8" BUTT,4"TYP.
INSTALL NEW WOOD COLUMNS AT PORCH NEW 16" DIA. (8'-6" HIGH) COLUMN, PTD
COPPER LEADERS TYPE. BLUESTONE WATERTABLE TYPE. EXISTING FRONT ENTRY DOOR
INSTALL A NEW FIELD STONE VENEER AT THE NEW FOUNDATION WALL, TYPICAL
INSTALL A NEW STONE VENEER WITH BLUESTONE WATERTABLE AT THE EXISTING FOUNDATION WALL, TYPICAL
REPLACE/REPAIR EXISTING FRONT PORCH STEPS
EXISTING FIRST FLOOR FIN. EL = 100.00' NEW TERRACE BEYOND
2'-0"
14'-0"
2'-0"
NEW WROUGHT IRON HANDRAILS 20'-3 3/8" REPLACE EXISTING FOUNDATION AT NEW MUD ROOM
INSTALL A NEW FIELD STONE VENEER WALL AT THE NEW CAR PORT INSTALL NEW LIMESTONE ARCHES AT THE NEW ADDITION
UNDERPIN EXISITNG 24" FOUNDATION AS REQUIRED. EXISTING BASEMENT T.O. SLAB EL = 91.58'
NEW STONE PORCH NEW 14" DIA. (7'-6" HIGH) COLUMN, PTD
WOOD AND WROUGHT IRON GATES (AT FRONT ARCH ONLY) EXISTING GRADE
1'-7"
9
EXISTING BASEMENT T.O. SLAB EL = 91.58' NEW BASEMENT T.O. SLAB EL = 90.00'
NEW BASEMENT T.O. SLAB EL = 90.00'
1/4" = 1' 0"
NEW ADDITION
John R. Mastera A r c h i t e c t s
Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-6
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
1
REMOVE & REPLACE EXIST. OFFICE
SOUTH ELEVATION
REPLACE/REPAIR EXISTING CHIMNEY CAPS, TYPICAL WOOD ROOFING, TYP. REPLACE/REPAIR EXISTING ROOFING, TYPICAL
NEW DEN AND CAR PORT ADDITION BEYOND
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
EXISTING ATTIC FLOOR FIN. EL = 119.80'
NEW PORCH ROOF: METAL ROOF WITH WOOD FRAMING.
EXISTING SECOND FLOOR FIN. EL = 110.42'
EXISTING FIRST FLOOR FIN. EL = 100.00'
INSTALL A NEW STONE VENEER WATERTABLE AT THE NEW FOUNDATION WALL, TYPICAL
INSTALL A NEW STONE VENEER WATERTABLE AT THE EXISTING FOUNDATION WALL, TYPICAL EXISTING BASEMENT T.O. SLAB EL = 91.58' NEW BASEMENT T.O. SLAB EL = 90.00'
1/4" = 1' 0"
NEW RAKE TRIML A&B 407;85 TYPICAL
NEW DEN AND PORTE COCHERE ADDITION BEYOND WOOD ROOFING, TYP.
REPLACE/REPAIR EXISTING ROOFING, TYPICAL
CENTER & REPAIR EXISTING CHIMNEY W/ NEW STONE VENEERE
NEW PLAYROOM ADDTION NEW ROOF ADDITION
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, RED CEDAR PRIMED, 5/8" BUTT,4" TYPICAL
FIN. EL = 119.80' EXISTING ATTIC FLOOR
NEW PURGULA W/ COPPER METAL ROOF & LESE SEPELLE MAHOGANY WOOD FRAMING.
FIN. EL = 110.42' EXISTING SECOND FLOOR NEW GARAGE ADDITION
LIGHTS ABOVE STONE PIERS
NEW WROUGHT IRON (ZINK DIPPED) HANDRAILS, GAURDRAILS AND POOL FENCE FIN. EL = 100.00' EXISTING FIRST FLOOR
E.Q.
9'-0"
2'-6"
9'-0"
E.Q INSTALL A NEW STONE VENEER WALL AT THE NEW PORTE COCHERE
INSTALL A NEW STONE VENEER W/ BLUESTONE WATERTABLE AT THE NEW FOUNDATION WALL, TYPICAL
3'-6"
9
WEST ELEVATION
REPLACE/REPAIR EXISTING CHIMNEY WW/ NEW LIMESTONE CAPS, TYPICAL
INSTALL NEW LIMESTONE ARCHES AT THE NEW ADDITION INSTALL A NEW STONE VENEER WATERTABLE AT THE EXISTING FOUNDATION WALL, TYPICAL
EL = 91.58' EXISTING BASEMENT T.O. SLAB
1
EL = 90.00' NEW BASEMENT T.O. SLAB
Revisions
Consultants
Project
Name +Number
EXTENSION OF TERRACE
1/4" = 1' 0"
John R. Mastera
EXISTING Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
4'-0"
OCT. 3, 2008
A r c h i t e c t s Drawing
Number
A-7
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
ADDITION
NORTH ELEVATION
NEW STONE TERRACE & STEPS TO REPLACE EXISTING WOOD DECK
1 1/4"
EXISTING AND NEW ROOF CONSTRUCTION
12
1'-0"
12
2 @ X1 16 0'S "O .C . 9"
AB 407, PTD. AB 85, PTD.
(2) 2 X 12
2
2
GABLE END 4" 1'-0"
ROOF/ RAKE SECTION, TYP.
3 A9
1" = 1'-0"
COPPER ROOF @ EYE BROW DORMER
2 @ X1 16 0'S "O .C .
ARCHED DRYWALL, PTD.
12 6
9"
COPPER ROOF FLASHING
DOUBLED RAFTERS @ EACH SIDE OF LUNETTE
6
(2) 2 X 12
COPPER 1'- FLASHING 0"
A9
COPPER ROOF
5 5/8"
0" 0
14 '-1
4
9
AB 409
COPPER ROOF @ LUNETTE
AB 409 CROWN
4
A B
A B84- 4
8"
5 1/4"
COPPER DRIP
2
AB 84-4 3/4" COVE @ CORNERS
12
AB 84-4 CROWN
6 ARCHED HEADER
AB 407, PTD.
ARCHED DRYWALL, PTD.
2 3/4"
-4
" 1'-4 2'-11 3/8"
7'-7"
AB 407, PTD. 2 X 6 FRAMING
9'-
AB 84-4
AB 85, PTD.
63 /8"
WINDOW "E"
02
3"
AB 402-4 1" COVE
B4
1'-10 3/4"
2'-8 3/4"
WINDOW "E" GABLE END
A
A B84- 4
4'-7 1/4"
AB 85, PTD. 9"
STOOL 4"
AB 507, PTD.
ROOFING
2 X 4 FRAMING RAISED PANEL APRON
ROOFING
WINDOW "S"
COPPER CURB & FLASHING WOOD SHINGLE SIDING, PTD., TYP.
1'-0"
12
12
2X
2'-4"
1'-8"
8"
@
2'-4"
9'-0" A.F.F.
4"
BRACKET #BL 2602, BEYOND
2 @ X1 16 0'S "O .C .
12 2'-7 1/2"
3/4" COVE
COPPER FLASHING
3/4"
12
9"
1 16 0'S "O .C .
6"
9"
COPPER FLASHING
WINDOW TRIM
1'-0"
4"
WINDOW "_"
2 X 6 FRAMING
6"
COPPER FLASHING ROOFING
EYEBROW DORMER SECTION
8
12
2 @ X1 16 0'S "O .C .
A9
12
5 A9
1" = 1'-0"
RAKE TRIM DETAIL, TYP.
2 A9
1" = 1'-0"
LARGE LUNETTE FRAMING DETAIL & TRIM 1" = 1'-0"
2 @ X1 16 0'S "O .C .
(2) 2 X 12
WINDOW "S" SECTION
11 A9
1" = 1'-0"
9"
COPPER ROOF FLASHING
COPPER ROOF @ LUNETTE
DOUBLED RAFTERS @ EACH SIDE OF LUNETTE
(2) 2 X 12
DOUBLED RAFTERS @ EACH SIDE OF LUNETTE 12
DOUBLED RAFTERS @ EACH SIDE OF LUNETTE
6 3/4" 2 1/4"
A B84- 4
COPPER ROOF
COPPER ROOF
/8" 65
9"
COPPER DRIP
COPPER DRIP
3/4" COVE
9
ROOFING
2
2 X 4 FRAMING
AB 405 CROWN
RAISED PANEL APRON
WINDOW "Q"
AB 402-4 CROWN WINDOW "_" AB 84-4 CROWN
AB 84-4 CROWN
12
1'-1 1/4"
4" 4" 3'-1 3/4"
10
EYEBROW DORMER & CUPOLA CORNICE TRIM DETAIL
A9
1" = 1'-0"
7 A9
"
COPPER CURB & FLASHING
6 2'-
1/2"
/4"
9'-0" A.F.F.
R
R 1'-5
COPPER CURB & FLASHING
71
9"
1'-
12
R
2 @ X 10 16 'S "O .C .
AB 84-4 3/4" COVE @ CORNERS
1'-10 3/4"
9"
1'-5 1/2"
0
4
AB 409
4
A B84- 4
A B
4"
STOOL
2'-6"
6'-
COPPER FLASHING
9"
3" 3 1/2"
1'-1 1/4"
1'-10 1/2"
3/4" 5 1/4"
COPPER FLASHING
ARCHED DRYWALL, PTD.
WINDOW "Q" COPPER FLASHING
8"
05
6
"
4 AB
AB 84-4 12
1'-4
2 1/4" 1 3/4"
AB 405
(2) 2 X 12
5'-4 3/4"
SMALL LUNETTE FRAMING DETAIL 1" = 1'-0"
A r c h i t e c t s Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-9
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
John R. Mastera
1/2" ANCHOR BOLTS @ 4" O.C.
1/2" ANCHOR BOLTS @ 4" O.C.
T.O. FND. WALL FIN. EL = 103.00'
6"
STONE SHELF
STONE SHELF
T.O. FND. WALL @ MUDROOM FIN. EL = 98.625' 7 1/2"
T.O. FND. WALL @ GARAGE FIN. EL = 99.66'
1/2" ANCHOR BOLTS @ 4" O.C.
BEND REINFORCING BAR TO INTERIOR SLABS (SEE A5 & A8 FOR DETAILS)
T.O. FND. WALL @PORTE COCHERE FIN. EL = 98.33
STONE SHELF
5'-0" TO 3'-0"
VARIES
1'-8"
STONE SHELF
STONE SHELF FIN. EL = 98.00'
STONE SHELF FIN. EL = 98.00' STONE SHELF FIN. EL = 98.00' & FIN. EL = 100.00' (SEE PLAN A-1)
1ST FLOOR FIN. FLR.
7 1/4"
5" TYP
1/2" MIN.
10"
T.O. FND. WALL @ MUDROOM FIN. EL = 98.625'
1'-0 3/4"
3/4"
2'-0"
W24 X 76 STEEL BEAM
FINISHED FLOOR FIN. EL = 100.00'
STONE SHELF FIN. EL = 98.00'
#6 REBAR @ 5" O.C. IN DIRECTION OF SPAN
STEEL BEARING PLATE WITH ANCHOR
4 1/2"
9 1/2" WIDE X 5" DEEP X 1' 0 3/4" HIGH BEAM POCKET TO ACCEPT STEEL BEAM
CEILING FRAMING TO BE USED AS A FORM AND LEFT IN PLACE. TEMPORARILY SUPPORT CENTER OF SPAN WHILE CONCRETE CURES TO 75% STRENGTH.
5"
9"
9' 7" @ CONC SLAB
CHAMFER CORNER
W18 X 46 STEEL BEAM
9' 7 1/2" @ CONC SLAB
1/2"
STEEL SHIMS AS REQUIRED
8" REINFORCED SLAB
1'-7"
1'-4 1/2"
8" THICK REINFORCED CONCRETE SLAB. USE 3,000 PSI WATERPROOF CONCRETE
1 1/2" = 1'0"
1/2" MIN. STEEL SHIMS AS REQUIRED
CHAMFER CORNER 4 1/2"
STEEL BEARING PLATE WITH ANCHOR
5"
9"
6 1/2" WIDE X 5" DEEP X 1' 7 1/2" HIGH BEAM POCKET TO ACCEPT STEEL BEAM
8'-10" @ CONC SLAB
3/4" PLY
#4 REBAR TEMPERATURE REINFORCEMENT @ 10" O.C. PERPENDICULAR TO #6 REBAR.
3
1 1/2" = 1'0"
1'-6"
6
T.O. CONC. FND. WALL DETAIL @ MUDROOM
1/2" 8' 9 1/2" @ CONC SLAB
1 1/2" = 1'0"
T.O. CONC. FND. DETAIL @ PORTE COCHERE
8"
9
W18 x 46 36KSI STEEL BEAM 1 1/2" = 1'0"
FRAMING & FINISH WALL SYSTEM
5
W24 X 76 BEAM POCKET DETAIL
FRAMING & FINISH WALL SYSTEM
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.
BENT #4 REBAR AT 12" O.C. AS SHOWN. CONTINUOUS WATERSTOP - KIM SYSTEM 6"
1 1/2" = 1'0"
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.
(2) CONT. #4 REBAR AT TOP & BTM OF WALL AS SHOWN. 2'-0"
2'-0"
W18 X 46 BEAM POCKET DETAIL
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.
3" 5 1/2"
2
1 1/2" = 1'0"
BENT #4 REBAR AT 12" O.C. AS SHOWN. CONTINUOUS WATERSTOP - KIM SYSTEM
4"
3"
1'-2"
3"
6"
FRAMING & FINISH FLOOR SYSTEM
1'-0"
4"
7"
7"
2 1/4"
4" O.C. TYP.
2 1/4"
6" CRUSHED STONE
6" CRUSHED STONE
6" CRUSHED STONE
UNDISTURBED SOIL
UNDISTURBED SOIL
UNDISTURBED SOIL
3000 PSI WATERPROOF CONCRETE (DOSED WITH KIM ADDITIVE FROM KRYTON INC), TYP. W/ (3) #5 REBAR @ 7" O.C. BTM.
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.
3"
1"
6"
4" 6"
1'-2"
3"
3"
NEW BASEMENT T.O. SLAB 6" PERFORATED PIPE FOOTING DRAIN, TO DAYLIGHT
10"
8
STRUCTURAL CONCRETE SLAB DETAIL
10"
1 1/2" = 1'0"
T.O. CONC. FND. WALL DETAIL
8"
12
T.O. CONC. FND. WALL DETAIL @ GARAGE
1' 0" FLOOR TO FLOOR
& FIN. EL = 100.00' (SEE PLAN A-1)
5" 6"
1'-8" 1'-8"
5" 3000 PSI WATERPROOF CONCRETE (DOSED WITH KIM ADDITIVE FROM KRYTON INC), TYP. W/ (3) #5 REBAR @ 7" O.C. TOP & BTM.
7
EXT FND WALL FOOTING DETAIL 3/4" = 1'0"
6"
4
10"
5"
1'-8"
6"
1'-2"
INTERIOR FND WALL FOOTING DETAIL
1
3/4" = 1'0"
4'-0" OR 3'0" SEE PLAN
1'-2"
COLUMN FOOTING DETAIL 3/4" = 1'0"
Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-10
A r c h i t e c t s New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
John R. Mastera
11'-6 1/4" 1'-0" 1'-0"
10'-4 1/4"
4'-6"
1'-0" 3"
9'-0"
4'-0"
3"
3"
8'-6" 2'-0"
END PANEL
REF. DRAWER
4'-6"
2'-1"
7'-1"
3'-0"
4'-6"
CABINETS
4'-6"
END PANEL
SOUTH
EAST 4'-0" 9'-0"
WASTE
DWR
2'-0"
2'-0"
2'-6"
2'-0"
3"
NEW CROWN, SPECTORS MOULDERS INC #MD1358
14'-0"
5'-0"
3"
2'-0"
DWR 9'-0"
3'-10 3/4"
D.W. DWR
2'-0"
GARBAGE
END PANELS
D.W.
WEST
NORTH
9'-11" 5'-0 1/2" OPENING
1'-5 1/4"
5'-0 1/8"
3
A12
KITCHEN ISLAND ELEVATIONS 1/2" = 1' 0"
GREENHOUSE ROOF
3'-11 3/8"
NEW ARCHED OPENING TO FAMILY ROOM
11 DETAILED KITCHEN PLAN 1/2" = 1' 0"
2'-0"
10" BASE
NORTH 1'-0"
NEW CROWN, SPECTORS MOULDERS INC #MD1358
EXISTING STAIRS
NEW GLASS TRANSOM
5'-0"
POT FILLER
T
W
T
F
S
BACK LIT CALENDER "WHOLE BOARD" IN GLASS W/ LARGE PRINT OF ROBS PHOTOS ON BACK
S
5'-0"
M
SHELF ART GLASS
LETTER BOXES
1'-6"
SHELF
2'-0"
NEW NEWEL AND RAIL
4'-0 1/2"
2'-0"
2'-0"
3'-0"
3'-0"
KEYBOARD TRAY 3'-0"
A12
6'-3"
15'-8 1/8"
3"
2'-9 5/8"
1'-6"
1'-5 1/4"
REF. DWR
4'-3"
2'-0"
D.W. DRAWER
1'-9"
REF
4'-0"
D.W.
EAST
7'-0"
2'-6"
DWR
2'-0"
1'-9"
2'-6"
NEW PANELS ON EXISTING G.E. 48" MONOGRAM
10'-0 1/2"
EAST
4'-0"
NEW PANTRY
SOUTH
WEST
1
A12
KITCHEN INTERIOR ELEVATIOONS 1/2" = 1' 0"
A r c h i t e c t s Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-12
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
John R. Mastera
SOUTH
NORTH
WEST
EAST
2 A13
GAME ROOM INTERIOR ELEVATION 3/8" = 1'0" SEPPELLE MAHOGANY DOORS
DRYWALL
GLASS
NEW BUILT-IN CABINETS WITH CUBBIES
WEST
NORTH
SOUTH
EAST
1
1/2" = 1'0"
John R. Mastera A r c h i t e c t s
Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-13
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
A13
MUD ROOM INTERIOR ELEVATION
9'-0 3/4"
9"
15'-0"
9"
LIMESTONE ARCH
TBD
SEPPELLE MAHOGANY DOORS FIELDSTONE
WOOD SIDING, PTO
15'-8 1/8"
WOOD CASING, PTO
GLASS
PANELING
OPEN TO COURTYARD
9
PORTE COCHERE REFLECTED CEILING PLAN 1/2" = 1'0"
LIMESTONE WATERTABLE & FEILDSTONE
5
NORTH INTERIOR ELEVATION
2
1/2" = 1'0"
FIELDSTONE
EAST INTERIOR ELEVATION 1/2" = 1'0"
LIMESTONE ARCH
15'-8 1/8"
WROUGHT IRON GRATE BLACK SEPPELLE MAHOGANY DOORS PIVOTE HINGE
SEPPELLE MAHOGANY WOODGATE CASING, PTO
WOOD SIDING, PTO GLASS
9'-0 3/4"
9"
15'-0"
9"
LIMESTONE TREADS & FEILDSTONE RISER
GATE BALLAST (CONCEALED)
4
1
1/2" = 1'0"
WEST INTERIOR ELEVATION 1/2" = 1'0"
PORTE COCHERE PAVING PLAN
John R. Mastera
1/2" = 1'0"
A r c h i t e c t s Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-14
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
7
SOUTH INTERIOR ELEVATION
NORTH
EAST
SOUTH
3 A15
STORAGE INTERIOR ELEVATIONS 1/2" = 1'0"
DRYWALL, PTD
WEST SLAT WALL STORAGE SYSTEM
NORTH
EAST
WOOD CASING, PTO
DRYWALL, PTD SEPPELLE MAHOGANY DOORS
GLASS DRYWALL, PTD
SLAT WALL STORAGE SYSTEM
SLAT WALL STORAGE SYSTEM
SOUTH
WEST
1
1/2" = 1'0"
John R. Mastera A r c h i t e c t s
Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-15
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
A15
GARAGE INTERIOR ELEVATIONS
3 A16
EAST
SOUTH EAST
SOUTH
SOUTH WEST
WEST
DETAIL PLAN OF OFFICE 1/2" = 1'0"
NORTH WEST
1
OFFICE INTERIOR ELEVATIONS 1/2" = 1'0"
NORTH EAST
John R. Mastera A r c h i t e c t s
Revisions
Consultants
Project
Name +Number
Date
0801 Min Residence 29 Witherbee Avenue Pelham Manor, New York
OCT. 3, 2008
Drawing
Number
A-16
New York York New New York 10018 New 212 840 York 0004 10018
212 840 0004
New Canaan New Canaan Connecticut 06840 203Connecticut 966 6696 06840
203 966 6696
+Associates
A16
NORTH