Min Construction Documents

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


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

"






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.



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"


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


18" DEEP X 4' X 4' DEPRESSED SLAB FOOTING FOR SUPPORT BEAM


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'




24'-0"

10'-0" 1'-6" 10'-0"


1'-2"


T.O.WALLFND ELEV. = 98.625'

STONE SHELFELEV. = 98.00'













2'-0"

1'-0"1'-0"

2'-0

"

1'-0

"1'-0

"

2'-0

"

9"9"

9"

E.Q.E.Q.









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"








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"


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





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





0801Min Residence29 Witherbee AvenuePelham Manor, New York OCT. 3, 2008


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.




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.



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 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

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 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


(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.



SOUTH ELEVATION1/4" = 1' 0"1



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


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










1'-7

"


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



NORTH ELEVATION1/4" = 1' 0"1

WEST ELEVATION1/4" = 1' 0"9








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






3'-6

"






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"


AB 402-4 CROWN

COPPER DRIP

COPPER ROOF

COPPER FLASHING

WINDOW "_"

AB 84-4 CROWN

9"

(2) 2 X 12


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


ARCHED DRYWALL, PTD.

RAISED PANEL APRON



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


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


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"






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



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"



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.






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'


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


STONE SHELF

T.O. FND. WALLFIN. EL = 103.00'


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


STONE SHELF

T.O. FND. WALL @ GARAGEFIN. EL = 99.66'


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








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








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








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


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


LIMESTONE WATERTABLE & FEILDSTONE

WOOD CASING, PTO

GLASS

PANELING

TBD








GARAGE INTERIOR ELEVATIONS1/2" = 1'0"

1A15

SLAT WALL STORAGE SYSTEM


WOOD CASING, PTO

GLASS

DRYWALL, PTD


DRYWALL, PTD

EAST

WEST


DRYWALL, PTD

NORTH

SOUTH

STORAGE INTERIOR ELEVATIONS1/2" = 1'0"

3A15

SOUTHEASTNORTH

WEST








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

Min Construction Documents

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