Min Construction Documents

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