north castle, new york

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REVISION LOG

ISSUED FOR RPRC REVIEW:2020-08-26

PROPOSED RENOVATIONS TO

HARRIS RESIDENCE21 DAY ROAD

ARMONK, NY 10504PARCEL ID: 108.04-1-26

ISSUED FOR RPRC REVIEWAUGUST 26, 2020

HOWARD F. KELLY II, AIAwww.hk2arch.com

[email protected](203) 956-0348

IMMEDIATE AREA MAP

TABLE OF CONTENTS

000 COVER SHEET010 GENERAL NOTES & CONTACTS030 SITE PLAN & COVERAGE INFORMATION090 EXISTING FLOOR PLANS & FLOOR AREA INFO100 BASEMENT PLAN101 FIRST FLOOR PLAN102 SECOND FLOOR PLAN200 ELEVATIONS201 ELEVATIONS202 ELEVATIONS

DRAWINGS BY W.E. JAMES ENGINEERING & LANDSURVEYING, PLLC:

1 EXISTING SURVEY

AERIAL PHOTO

LOCATOR MAP

2. THE CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND VISITING THESITE TO OBSERVE SITE CONDITIONS THAT MAY IMPACT THE SCOPE OF THE PROJECT.

3. ALL WORK SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE LOCALGOVERNING CODES, STATE CONSTRUCTION AND ENERGY CONSERVATION CODES, FIREDEPARTMENT REGULATIONS, FHA FRAMING STANDARDS, OSHA CODES AND THE BESTTRADE PRACTICES.

5. DO NOT SCALE THE DRAWINGS. USE ONLY COMPUTED NUMERICAL DIMENSIONS SHOWNON THE DRAWINGS.

GENERAL NOTES (ALL NOTES MAY NOT APPLY)

4. IN THE EVENT OF CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS, AND THESPECIFICATIONS, DRAWINGS, NOTES, AND OTHER DIRECTIVES PROVIDED BY THEARCHITECT, THE MORE STRINGENT PROVISION SHALL GOVERN.

1. THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED TO AND, TO THE BEST OFOUR KNOWLEDGE, IS IN COMPLIANCE WITH ALL REQUIREMENTS OF THE 2020RESIDENTIAL CODE OF NEW YORK STATE, INCLUDING BUT NOT LIMITED TO THEFOLLOWING MODEL CODES, PLUS ALL APPLICABLE AMENDMENTS MADE BY PROVISIONSIN 19 NYCRR PARTS 1220 TO 1227 OR 19 NYCRR PART 1240:

2018 INTERNATIONAL RESIDENTIAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE 2018 INTERNATIONAL FIRE CODE 2017 NFPA 70, NATIONAL ELECTRICAL CODE

6. THE DRAWINGS ARE NOT EXHAUSTIVE. TYPICAL MINOR DETAILS, COMPONENTS, ANDASSEMBLIES REQUIRED DURING THE COURSE OF CONSTRUCTION AND/OR FOR PROPEREXECUTION OR OPERATION OF ANY PART OF THE WORK MAY NOT BE SPECIFICALLYSHOWN OR SPECIFIED, YET SHALL BE INCLUDED IN THE WORK BY THE CONTRACTORS ASIF SPECIFIED OR INDICATED. THIS SHALL INCLUDE ANY DETAILS, COMPONENTS, ORASSEMBLIES INDICATED AS "MATCH EXISTING", OR A SIMILAR NOTE, DIRECTING THECONTRACTORS TO PROVIDE SIMILAR QUALITY, CONSTRUCTION, APPEARANCE, AND FINISHTO THE INDICATED EXISTING ELEMENT.

7. CONTRACTORS WILL BE HELD RESPONSIBLE FOR INCORRECT WORK CAUSED BY THEIRFAILURE TO COMPLY WITH ALL INSTRUCTIONS.

8. THE CONTRACTORS ARE TO FILE INSURANCE CERTIFICATES AND OBTAIN PROPERPERMITS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED INSPECTIONS WITH THEBUILDING DEPARTMENT. WORK SHALL NOT COMMENCE UNTIL A PROPER BUILDINGPERMIT IS OBTAINED.

9. THE CONTRACTORS ARE SOLELY RESPONSIBLE FOR THE PROTECTION OF ALL EXISTINGAND NEW CONDITIONS AND MATERIALS ADJACENT TO THE CONSTRUCTION AREA. ANYDAMAGE CAUSED BY EXECUTION OF THE WORK INDICATED OR IMPLIED HEREIN SHALLBE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. THIS WORK SHALL BEPERFORMED AT THE CONTRACTOR'S SOLE EXPENSE.

10. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE FROM DEBRIS AND ACCUMULATEDREFUSE, AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUSAREAS AND CONDITIONS.

11. BY STARTING ANY WORK, THE CONTRACTOR SIGNIFIES ACCEPTANCE OF THEPREVIOUSLY INSTALLED BACKUP MATERIALS AND FRAMING, AND WAIVES ANY RIGHT TOBLAME PRIOR WORK FOR ANY DEFECTS IN HIS WORK.

12. FIRE STOPPING SHALL BE PROVIDED AT FLOORS AND WALLS WHERE REQUIRED BY CODE.

14. SAFETY GLAZING REQUIREMENTS APPLY AT SLIDING, SWING, STORM, AND SHOWERDOORS, AND OTHER LOCATIONS DEEMED HAZARDOUS BY THE APPLICABLE CODES.TEMPER GLASS LESS THAN 24" IN ANY DIRECTION FROM A SWINGING DOOR.

13. ANY PORTIONS OF THE INSULATED BUILDING ENVELOPE DISTURBED DURING THECOURSE OF CONSTRUCTION SHALL BE RE-INSULATED TO THE FOLLOWING VALUES,UNLESS NOTED OTHERWISE:

WALLS ............................................................R = 21 ROOF/CEILING ...................................................R = 49 FLOORS OVER UNHEATED SPACE.......................... R = 30 EXTERIOR DOORS, TO BE WEATHER-STRIPPED, UNLESS OTHERWISE NOTED PROVIDE FS-25 FACED INSULATION, FLAME STOP RATING 25 OR LESS, WHERE FACING IS LEFT EXPOSED.

15. THE STRUCTURE IS A SINGLE-FAMILY RESIDENCE FALLING UNDER THE RESIDENTIAL CODE.IT IS TYPE V-B CONSTRUCTION.

LESS THAN 6" SPHEREPER SECTION R311:

HANDRAIL REQUIRED AT ONE SIDE OFSTAIR AT ANY RUN WITH FOUR RISERS ORMORE.

GUARDRAIL NOT LESS THAN 36" HIGHREQUIRED FOR PORCHES, BALCONIES ORRAISED FLOOR SURFACES MORE THAN 30"ABOVE THE FLOOR OR GRADE BELOW.

MINIMUM WIDTH OF STAIR 36" FINISHSEE PLANS FOR ACTUAL DIMENSIONS

8 1

/4"

MAX

9"MIN 2'-

10"M

IN.

HAN

DRAIL

/G

UARDRAIL

LESSTHAN 4"

3'-

0"M

IN.

GU

ARDRAIL

A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. EXTERIORTHERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN THEAIR BARRIER SHALL BE SEALED. AIR-PERMEABLE INSULATION SHALL NOT BE USED AS ASEALING MATERIAL.

THE AIR BARRIER IN ANY DROPPED CEILING/SOFT SHALL BE ALIGNED WITH THEINSULATION AND ANY GAPS IN THE AIR BARRIER SEALED. ACCESS OPENINGS, DROP DOWNSTAIR OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED.CORNERS AND HEADERS SHALL BE INSULATED AND THE JUNCTION OF THE FOUNDATIONAND SILL PLATE SHALL BE SEALED. THE JUNCTION OF THE TOP PLATE AND TOP OFEXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FORFRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUSALIGNMENT WITH THE AIR BARRIER. KNEE WALLS SHALL BE SEALED.THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING AND SKYLIGHTS ANDFRAMING SHALL BE SEALED.RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER.INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH UNDERSIDEOF SUBFOOR DECKING. THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OFINSULATION.

WHERE PROVIDED IN LIEU OF FLOOR INSULATION, INSULATION SHALL BE PERMANENTLYATTACHED TO THE CRAWL SPACE WALLS. EXPOSED EARTH IN UNVENTED CRAWL SPACESSHALL BE COVERED WITH A CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED.DUCT SHAFTS, UTILITY PENETRATIONS AND FLUE SHAFTS OPENING TO EXTERIOR ORUNCONDITIONED SPACE SHALL BE SEALED.BATTS IN NARROW CAVITIES SHALL BE CUT TO FT, OR NARROW CAVITIES SHALL BEFILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLECAVITY SPACE.

RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BEAIR TIGHT, IC RATED, AND SEALED TO THE DRYWALL.

BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING INEXTERIOR WALLS, OR INSULATION THAT ON INSTALLATION READILY CONFORMS TOAVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING.EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIRBARRIER INSTALLED SEPARATING THEM FROM THE SHOWERS AND TUBS.THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXESOR AIR SEALED BOXES SHALL BE INSTALLED.HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE SHALL BESEALED TO THE SUBFOOR OR DRYWALL.AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WALLS. FIREPLACES SHALL HAVEGASKETED DOORS.

SHOWER/TUB ON EXTERIOR WALL

ELECTRICAL/PHONE BOXON EXTERIOR WALLSHVAC REGISTER BOOTS

FIREPLACE

AIR BARRIER AND THERMAL BARRIER

GARAGE SEPARATION

CRAWL SPACE WALLS

SHAFTS, PENETRATION

RECESSED LIGHTING

PLUMBING AND WIRING

NARROW CAVITIES

WINDOWS, SKYLIGHTS AND DOORS

CEILING/ATTIC

WALLS

RIM JOISTS

COMPONENT

FLOORS (INCLUDING ABOVE-GARAGEAND CANTILEVERED FLOORS)

GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE ANDCONDITIONED SPACES

CRITERIA*

* IN ADDITION, INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400

TABLE R402.4.1.1 (2012 IECC) AIR BARRIER AND INSULATION INSTALLATION*

AIR BARRIER COMPLETION GUIDELINESAIR SEALING CHECKLIST

AIR BARRIER IS IN ALIGNMENT WITH THE THERMAL BARRIER (INSULATION).TOP PLATES AND WALL-TO-CEILING CONNECTIONS ARE SEALED.AIR BARRIER IS INSTALLED AT THE INSULATED BOUNDARY (KNEEWALL TRANSITION ORROOF, AS APPROPRIATE).

OPENINGS FROM ATTIC TO CONDITIONED SPACE ARE SEALED.AIR BARRIER IS FULLY ALIGNED WITH INSULATION; ALL GAPS ARE FULLY SEALED.AIR BARRIER IS FULLY ALIGNED WITH INSULATION; ALL GAPS ARE FULLY SEALED.AIR BARRIER IS INSTALLED AT THE INTERSECTION OF THE PORCH ROOF AND EXTERIORWALL.OPENING AROUND FLUE IS CLOSED WITH FLASHING, AND ANY REMAINING GAPS ARESEALED WITH FIRE-RATED CAULK OR SEALANT.ATTIC ACCESS PANEL OR DROP-DOWN STAIR IS FULLY GASKETED FOR AN AIR-TIGHT FT.FIXTURES ARE PROVIDED WITH AIR-TIGHT ASSEMBLY OR COVERING.ALL DUCTS SHOULD BE SEALED, ESPECIALLY IN ATTICS, VENTED CRAWLSPACES, AND RIMAREAS.

PENETRATION AT ATTIC AN INSULATED COVER IS PROVIDED THAT IS GASKETED OR SEALEDTO THE OPENING FROM EITHER THE ATTIC SIDE OR CEILING SIDE OF THE FAN.SERVICE PENETRATIONS ARE SEALED AND AIR SEALING IS IN PLACE BEHIND OR AROUNDSHOWER/TUB ENCLOSURES, ELECTRICAL BOXES, SWITCHES, AND OUTLETS ON EXTERIORWALLS.

AIR SEALING IS COMPLETED IN FRAMED SHAFT BEHIND THE FIREPLACE OR AT FIREPLACESURROUND.

AIR SEALING IS COMPLETED BETWEEN GARAGE AND LIVING SPACE. PASS-THROUGH DOORIS WEATHER STRIPPED.CANTILEVERED FOORS ARE AIR SEALED AND INSULATED AT PERIMETER OR JOISTTRANSITION.

RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. JUNCTION OF FOUNDATIONAND SILL PLATE IS SEALED. PENETRATIONS THROUGH THE BOTTOM PLATE ARE SEALED.ALL LEAKS AT FOUNDATIONS, FLOOR JOISTS, AND FLOOR PENETRATIONS ARE SEALED.EXPOSED EARTH IN CRAWLSPACE IS COVERED WITH CLASS I VAPOR RETARDEROVERLAPPED AND TAPED AT SEAMS.

SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED.THE GAP BETWEEN A GYPSUM SHAFT WALL (I.E., COMMON WALL) AND THE STRUCTURALFRAMING BETWEEN UNITS IS SEALED.

7. PORCH ROOF

8. FLUE OR CHIMNEY SHAFT

9. ATTIC ACCESS/PULL-DOWN STAIR10. RECESSED LIGHTING

12. WHOLE-HOUSE FAN

15. GARAGE/LIVING SPACE WALLS

16. CANTILEVERED FLOOR

17. RIM JOISTS, SEAL PLATE, FOUNDATION, ANDFLOOR

18. WINDOWS AND DOORS19. COMMON WALLS BETWEEN ATTACHED DWELLINGUNITS

14. FIREPLACE WALL

11. DUCTS

13. EXTERIOR WALLS

1. AIR BARRIER AND THERMAL BARRIER ALIGNMENT2. ATTIC AIR SEALING

4. DUCT SHAFT/PIPING SHAFT AND PENETRATIONS5. DROPPED CEILING/SOFT6. STAIRCASE FRAMING AT EXTERIOR WALL/ATTIC

3. ATTIC KNEEWALLS

AIR BARRIER & INSULATION INSTALLATION CRITERIA AND GUIDELINES

16. ALL PIERS AND GIRDER BEARINGS SHALL BE FILLED SOLID WITH MORTAR.

17. DO NOT BACKFILL AGAINST EXTERIOR OF FOUNDATION WALLS UNTIL WALLS AREBRACED BY FLOOR CONSTRUCTION OR OTHER APPROVED METHOD. IN THE CASE OFFOUNDATION WALLS BELOW FLOOR SLABS, FILL AGAINST THE INTERIOR ANDEXTERIOR FACES OF THE FOUNDATION WALL EQUALLY UP TO THE ELEVATIONSINDICATED ON THE DRAWINGS.

18. USE GALVANIZED CONNECTIONS (INCLUDING NAILS) FOR ALL EXTERIOR SURFACES.

19. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR JOIST HANGERS AND TIMBERCONNECTORS PER APPLICABLE CODES, BY SIMPSON CO. OR EQUAL. JOIST HANGERSAND TIMBER CONNECTORS IN CONTACT WITH NEW ACQ PRESSURE TREATED LUMBERSHALL BE G185 HOT DIPPED GALVANIZED OR STAINLESS STEEL.

20. DOUBLE SILL PLATES SHALL BE PRESSURE TREATED, ANCHORED TO THEFOUNDATION. BASEMENTS SHALL HAVE 3/4"Ø ANCHOR BOLTS AT 6'-0" O.C.MAXIMUM. CRAWLSPACES AND SLABS ON GRADE SHALL HAVE 3/4"Ø ANCHOR BOLTSAT 4'-0" O.C. MAXIMUM EMBEDDED 7" MINIMUM IN CONCRETE OR IN GROUTEDHOLLOW BLOCK. MINIMUM OF TWO BOLTS PER SECTION OF PLATE, 12" FROM EACHEND. PROVIDE 2"x2"x3/16" WASHER PLATE ON ALL ANCHOR BOLTS WITH 3" HOOK.

21. SEE DETAIL DRAWINGS WHEN JOISTS ARE SET BELOW TOP OF FOUNDATION WALL.USE "NERVASTRAL" OR EQUAL FLASHING, UNLESS OTHERWISE NOTED IN DETAILS.

22. PROVIDE ADEQUATE BRACING FOR BUILT-UP BEAMS. BRACE BOTTOM OF POSTSRESTING ON BEAMS WITH WOOD BLOCKING TO FLOOR JOISTS.

23. PROVIDE DOUBLE FRAME AROUND ALL OPENINGS AND CHIMNEYS. MAINTAIN 2" FROMCHIMNEY TO ANY COMBUSTIBLES. MAINTAIN 2" FROM SIDES AND 4" FROM REAR OFANY MASONRY FIREPLACES, OR LOCAL FIRE MARSHAL DIRECTIVES, WHICHEVER ISMORE STRINGENT.

24. PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS, AND PROVIDEDOUBLE JACK STUDS FOR OPENINGS OVER 6'-0" UNLESS NOTED OTHERWISE.

25. PROVIDE DOUBLE FLOOR JOISTS UNDER BATH TUBS.

26. PROVIDE SOLID BLOCKING UNDER ALL POSTS OR COLUMNS THROUGH THE FLOORCONSTRUCTION TO SOLID BEARING ON THE FOUNDATION WALL, PIER, OR COLUMN.(USE 2-2x4 UNDER DOUBLE MEMBER GIRDERS AND 3-2x4 UNDER TRIPLE MEMBERGIRDERS UNLESS OTHERWISE NOTED.)

27. FIRE STOPPING SHALL BE PROVIDED AT ALL LOCATIONS WHERE REQUIRED BY CODE.

28. PROVIDE IGNITION BARRIER PER IRC (2" MINERAL WOOL, WOOD STRUCTURAL PANEL,GYPSUM BOARD, OR OTHER ALLOWABLE MATERIAL) OVER FOAM INSULATION ATATTICS USED SOLELY FOR UTILITIES. PROVIDE 1/2" LAYER OF DRYWALL AS A THERMALBARRIER AT HABITABLE ATTICS OR ATTICS USED FOR STORAGE.

29. ALL FASCIAS SHALL HAVE CONTINUOUS SOFFIT VENTS, AND ALL RIDGES SHALL HAVECONTINUOUS RIDGE VENTS, UNLESS FOAM INSULATION IS USED AT THE RAFTERS.

30. USE 30# FELT UNDER UNPRIMED CEDAR SHINGLES OR SIDING.

31. PROVIDE FS-25 FACED INSULATION (FLAME STOP RATING 25 OR LESS) WHERE FACINGIS LEFT EXPOSED.

PROJECT INFORMATION

ZONING DISTRICT: R-2APROPERTY ACREAGE: 2.00TAX MAP PARCEL ID: 108.04-1-26

APPLICANT/ARCHITECT:HOWARD F. KELLY II, AIA24 BUCKINGHAM PLACENORWALK, CT 06851(203) [email protected]

OWNER:EVAN HARRIS & JESSICA HARRIS219 E. 69TH STREET, #4JNEW YORK, NY 10021(631) [email protected]

NO CHANGES PROPOSED TO EXISTINGSEPTIC OR WATER SUPPLY SYSTEMS.

GENERAL CONTRACTOR:EC BUILDERS, INC.21 MOUNT HOLLY DRIVERYE, NY 10580(914) [email protected]

SURVEYOR:WILLIAM E. JAMES, P.E., P.L.S.8 CHEANDA LANEWALLKILL, NY 12589(845) [email protected]

STAIR, HANDRAIL & GUARDRAIL DETAIL (NOT TO SCALE)

DRAWING TITLE:GENERAL NOTES

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REVISION LOG


ENCLOSE EXISTING3 SEASON ROOM

50'-

0"

FRO

NT S

ETBACK

30'-0"SIDE SETBACK

30'-0"SIDE SETBACK

50'-

0"

REAR S

ETBACK

REMOVE EXISTINGDECK STAIR

NEW DECK &DECK STAIR

NEW LANDSCAPESTEPS EXISTING

DECK

EXISTINGDRIVEWAYS

EXISTING WALLS

EXISTINGWALK

MODIFIEDPORTICO

EXISTING HOUSE

EXISTINGHOUSE

50.5

' TO

PO

RTIC

O

B1 B2 B4

B4*

21'-10"

22'-

10"

21'-9"

32'-0"

3'-10"19'-2"

27'-

3"

51'-4"3'-10"

12'-

1"

21'

-4"

*THIS AREA WAS FORMERLYAN ENCLOSED PORCH

D1D2

D3

D4

22'-5"

12'-

1"15'-10"

3'-

10"

4'-

7"

3'-10"

4'-

0"

8'-4"

P1

3'-

11"

10'-8"

M1 M2

W1

W3

W2

W4 W5

W6

W7

W8

W9W10

W12

W11

W13

W14

W15

W16

W17

W18

W19

W20

W21

W22

W23

W24

W25W26

W29

W27

W28W30

W31

W32W33

W34

W35

18'-8"

2'-

11"

23'-6"

31'

-11"

13'-

3"

48'-11"

12'-1

1"

34'-10"

31'-6"

11'-6"

26'-7"

25'-8"

23'-

8"

11'-3"

18'-

11"

2'-6"

28'-2"

5'-10

"

2'-11"

4'-0"

18'-

2"10'-10"

4'-0

"

5'-6"

8'-

5"

1'-9"

8'-

10"

10'-3"

4'-2"

11'-2

"

R2'-

0"

5'-1"6'-11" 5

'-8"

6'-10"

2'-9

"

7'-3"

6'-9"

31'

-4"

13'-1"

36'-9"

7'-4"

13'-2"

17'-11"

2'-8"

18'-

2"

14'-11"

20'-2"

4'-4

"

21'-0"

12'-2"

2'-11"

4'-7

"

16'-1"

10'-7"

3'-

10"

4'-

3"

8'-1"

4'-1"

1'-11"

4'-1

1"

9"

2'-8

"

2'-

6"

3'-4"

3'-6"

10'-

0"

W36SEE BUILDING DIAGRAMSEPARATELY ABOVE

DRAWING TITLE:SITE PLAN &COVERAGE INFORMATION

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ARCHITECT'S SITE PLANSCALE: 1" = 20'-0"

SITE PLAN PROVIDED FOR ZONING ANALYSISPURPOSES. SEE EXISTING SURVEY BY W.E.JAMES ENGINEERING & LAND SURVEYING,PLLC, APPENDED TO THIS SET.

1

030GROSS LAND COVERAGE DIAGRAMSCALE: N.T.S.

2

030

OA

26'-

1"

20'-9" 7'-6" 22'-10"

24'-

7"

OB OCOD

G1

G2

5'-0" 20'-9"

12'-

6"

10'-

3"

25'-8"

38'-9" 9"

10'-

0"

12'-

2"

P1 P2

11'-

0"

G3

2'-

2"

5"

G4

G5

21'-8"

10'-

10"

11'-

11"

23'-1"

26'-6"

P3

1A

1E*

10'-8"

4'-

10"

26'-

1"

19'-2"

12'-

1"

1D9'-

4"

1B 1C

1F(NEW)

20'-9" 7'-11"

7'-10"

1'-6

"24'-

7"

*THIS AREA WAS FORMERLYAN ENCLOSED PORCH

2'-7"

2A

51'-1"

27'-

1"

EXISTING DEN

EXISTING DEN

EXISTING1 CAR GARAGE

EXISTINGBEDROOM

EXISTING MECHANICALS

EXBATH

EXISTINGTERRACE

EXISTINGCARPORT

EXISTING DINING

EXISTING LIVING

EXISTINGKITCHEN

EXISTINGDECK

EXISTING3 SEASON ROOM

EXISTINGFAMILY

EXISTING FOYER

EXPDR

EXISTINGLAUNDRY

EXISTING2 CAR GARAGE

EXISTING BR 2 EXISTING BR 3 EXISTING BR 5

EXISTING BR 4 EXBATH

EXM BATH

EXISTINGMASTER

DRAWING TITLE:EXISTING PLANS &FLOOR AREA INFORMATION

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BASEMENT FLOOR AREA DIAGRAMSCALE: 1/8" = 1'-0"

4

090

FIRST FLOOR AREA DIAGRAMSCALE: 1/8" = 1'-0"

5

090

SECOND FLOOR AREA DIAGRAMSCALE: 1/8" = 1'-0"

6

090EXISTING SECOND FLOOR PLANSCALE: 1/8" = 1'-0"

3

090

EXISTING FIRST FLOOR PLANSCALE: 1/8" = 1'-0"

2

090

EXISTING BASEMENT PLANSCALE: 1/8" = 1'-0"

1

090

LOWER TERRACE 1 LOWER TERRACE 2

EX'G DEN001

EX'G BAR002

EX'G BATH003

EX'G BEDROOM004

HALL005

UTIL 1006

UTIL 2007

LOWER GAR008

001002003001002EGRESSWDW

POUR SLAB TO LEVELNEW BLUESTONE OR EQ PAVING

TRIM OUT EXISTINGSTRUCTURAL COLUMNS, TYP.

NEW FRAMED WALLS WITHSIDING, SEE ELEVATIONS.EXISTING STRUCTURALCOLUMNS WITHIN.

REMOVE EXISTING DECK STAIR

POUR SLAB TO LEVELNEW BLUESTONE OR EQ PAVING

1880

2'-0"

RELOCATEREFRIGERATOR &STORAGE CAB

3680

3680

36" HGUARDRAIL/HANDRAIL

UP 1

2R

@8 1

/8"± UP 3R@8 1/8"±

CO

NT. HAN

DRAIL

3"2T@9"=1'-6" 3"

2T@9"=1'-6"

UP 3R@8 1/8"±OPEN WALL(V.I.F.)

REMOVE EX'GSTAIR

WOOD OR TILE FLRGWB/PAINT WALLS

UNFIN

UNFIN

1'-10"

3'-

1 1/

2"

LOCATE STAIRPER FIRST FLOOR

REMOVE CLOSET& DOORS, PATCH

NEW CARPETBY OWNER

NEW CARPETBY OWNER

TRIM EX'GSTRUC COLUMN

NEW DECK POST& FOOTING

(3)

PAVER

RIS

ERS U

P

4'-4"5T@10"=4'-2"

8'-6"

4'-0"4"4'-2"

NEW DECKSTAIRS UP7 3/4"± RISERS

NEW DECK ABOVE

CONT. HR/GR

GUARDRAIL

NEW

STEPS

2R@

8"±

3'-7"±

1'-0

"

NEW BLUESTONEAT EX'G STAIRS

EQ

EQ

WALL LEGEND:

EXISTING WALL TO BE DEMOLISHED/REMOVED

EXISTING WALL TO REMAIN

NEW STUD WALL

NEW CMU WALL

NEW CONCRETE WALLWITH BRICK SHELF

4'-

0"

5T@

10"=

4'-

2"

EQ

EQ

C/L WINDOW

2 1

/2"±

4'-

0"

(2) NEW DECKPOSTS & FTGBELOW

19'-1 3/4"± MATCH FINISH WIDTH OF FIRST FLOOR

6"

2'-1" 2'-1"5'-2" R.O.EQ 5'-2" R.O. EQ

6'-

4"

R.O

.2'-

7"

NO CHANGES

C/L OPENINGS TO MATCH

5 1

/4"±

6'-

4"

R.O

.

6"

C/L

6"

C/L

C/L

6"

C/L

NOTES:

1. USE COMPUTED NUMERICAL DIMENSIONS SHOWN ONDRAWINGS. DO NOT SCALE GRAPHICALLY.

2. SEE FRAMING DRAWINGS FOR STRUCTURAL ELEMENTS,INCLUDING RAFTERS, JOISTS, BEAMS, POSTS, FOUNDATIONSPECS & REBAR, ETC.

3. AT OPENED CEILINGS, PROVIDE ACOUSTIC INSULATIONBETWEEN FLOORS.

4. SEE SECTIONS FOR HEIGHT INFORMATION.

5. 'BP' = BEAM POCKET, SEE STRUCTURAL.

6. INTERIOR DIMENSIONS ARE FINISH TO SHEETROCK. WALLSASSUMED TO BE 2X4 STUDS WITH 5/8" GWB ON EITHER SIDE(4 3/4" TOTAL) UNLESS OTHERWISE DIMENSIONED.

VERIFY EXISTINGFOUNDATION CONDITIONSAT MODIFIED PORTICO.NEW LAYOUT PER PLAN 101.

1'-1 3/4"± (V.I.F.)

GRADE BEAM ORFOOTINGS BELOW

DRAWING TITLE:BASEMENT PLAN

100SCALE: 1/4" = 1'-0"

HA

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NEW DECK

PORTICO

COATS

LIVING102

FOYER101

STAIRHALL108

PDR109

DINING103

KITCHEN/BREAKFAST

104

PANTRY105

SITTING RM106

FAMILY RM107

MUDROOM109

HOMEWORK110

2 CAR GAR111

EXISTING DECK

101 102 103 104

105

106

107108

109

110111113

112

114

115

116117118

119

120

121

101

102

102

WALL LEGEND:



NEW STUD WALL

NOTES:







WOOD FLR

WOOD FLR

WOOD FLR

WOOD FLR

WOOD FLR

EX'G TILE

WOOD FLR

WOOD FLRVAULTED CLG

NEW TILE

C/L GARAGE DOOR

4'-6"4'-6"

19'-1 3/4"± EXISTING 3 SEASON RM FINISH DIM

EQ

5'-1" 5'-1"

EQ

12'-

1 1/

4"±

EXIS

TIN

G F

INIS

H D

IM

6'-

7 1

/4"

9'-

11 1

/2"

EXIS

TIN

G F

INIS

H D

IM

6'-

4 3

/8"

C/L GABLE

NEW GARAGE DOOR& WINDOWS ONLY

REMOVE EXISTINGSTOOP

EQEQ

51'-0 1/2"± EXISTING HOUSE

EQ EQ

10'-8" PORTICO

6'-8"± 8'-1 1/2" 5'-4 3/4" 5'-4" 5'-4"

NEW TILE

7'-10 3/4"

EQ

EQ

EQ

EQ

15'-0 3/4"

19'-6 1/4" EXISTING DECK TO REMAIN

12'-4 1/2"±4'-0"

16'-4 1/2" NEW DECK

REMOVE EXISTINGDECK STAIR

17'-6"

5'-

5"

ENCLOSE/INSULATEEXISTING 3 SEASON RM

EX'G KITCHENTO REMAIN

4 3/4"

2'-4"

4'-3" R.O.4'-3" R.O.

C/L NEW WINDOW & NEW OP'G

NEW HEADERTBD

REMOVE EX'GWALL, ASSUMEDNON-BEARING

4'-

10"

PO

RTIC

O

2'-2" 2'-2"

1'-0

"2R@

8"±

1R@

8"±

2'-0"

4280 C

.O.

4280 C

.O.

BLUESTONE FLRBEADBOARD CLG

6'-8"±8'-1 1/2"5'-4 3/4"

EXISTING STOOPMODIFY ASNEEDED

C/L NEW WINDOW & NEW PKT DR

NEW HEADER TBD

SCOPE NOTES:

= SCOPE OF COMPLETE INTERIOR RENOVATION

OTHER AREAS TO RECEIVE NEW WINDOWS & EXTERIORDOORS ONLY, OR OTHER MISC. SCOPE ITEMS NOTED.

MIL

LWO

RK

NEW 3680 C.O.WITH BARN DOOR

6"

MIL

LWO

RK

MIL

LWO

RK

3680

3280 PKT

EQ

EQ

4 3/4"7'-

6"

8080 C

.O.

4'-

2"

4 3

/4"

2'-

11 1

/4"

2880

4"

4"

4'-10" 4'-10"

C/L HOUSE

RELOCATE

3080

MODIFIED EXISTING OPENING

4 3

/4"

5'-

0 1

/2"±

11" 7'-1" 4 3/4" 11'-10 3/4"±

MILLWORK MILLWORK

NEW HEADER TBDNEW HEADER TBD

NEW

STAIR

S U

P14

R@

7 5

/8"

±9 1

/2"

TREADS

36"H GR

HR/G

R

9"

3'-4"

3'-1"1'-6"

STAIR*

*NEW BASEMENT STAIR:15 RISERS @ 8 1/8"±TYP. TREAD 9" + LANDINGS

2880

EX'G OP'G

1'-9

1/4

"

6'-7" 4 3/4" 5'-7 1/4"

9'-2 1/4" 3'-0"

4"

ALIGN

50' FRONT YARDSETBACK LINE

LINE OF EXISTINGCANTILEVER ABOVE

DRAWING TITLE:FIRST FLOOR PLAN

101SCALE: 1/4" = 1'-0"

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W

D

EX'G BR 2201

LAUNDRY202

EX'G BR 3203

HALL205

EX'G BR 4204

HALLBATH206

ST HALL207

EX'G MASTER BR208

M BATH209

201 202 203 204 205

206

207208209210211212213

214

215

EGRESSWDW

EGRESSWDW

EGRESSWDW

EGRESSWDW

NOTES:







WALL LEGEND:



NEW STUD WALL

SCOPE NOTES:

= SCOPE OF COMPLETE INTERIOR RENOVATION

OTHER AREAS TO RECEIVE NEW WINDOWS & EXTERIORDOORS ONLY, OR OTHER MISC. SCOPE ITEMS NOTED.

4'-

0"

4'-4 1/4"

C/L WINDOW BELOW

REMOVE &INFILL WINDOW

C/L WINDOW BELOW

C/L WINDOW BELOW

NEW PORTICOROOF BELOWWITH BALUSTRADE

SEE 101 FOR FRONTWINDOW DIMENSIONS.ALL TO ALIGN VERTICALLY.

6'-8"±4 3/4"5'-9 1/4"5'-9 1/4"4 3/4"7'-2 1/4"±

1'-8" 1'-8"

3280

3280

4880

ALIGN

4'-8"2'-

7"

NEW TILESEE NOTE BOX

W-W CPT WOOD FLR

DN

SEE

101

36"H GR

EXISTINGATTIC ACCESS

WOOD FLR

EXISTINGCHIMNEY

NEW ROOF BELOWSHINGLE TO MATCH

EXISTING ROOF BELOW

PLUMBNEWSINK

MIL

LWO

RK

LAUNDRY ROOM NOTES:

1. PROVIDE PAN WITH DRAIN BELOW WASHING MACHINE.

2. PROVIDE VISIBLE SHUTOFF VALVE FOR WASHING MACHINEPER APPLICABLE CODES, IN CLOSET ADJACENT TO MACHINES.

3. CONTRACTOR TO CONFIRM DRYER EXHAUST VENT ROUTETHROUGH EXISTING ATTIC.

DRAWING TITLE:SECOND FLOOR PLAN

102SCALE: 1/4" = 1'-0"

HA

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FRONT (EAST) ELEVATIONSCALE: 1/4" = 1'-0"

2

EXISTING FIRST FLOOR

8'-

0"±

11"±

8'-

0"±

EXISTING SECOND FLOOR

MODIFIED PORTICOVERIFY FOUNDATIONCONDITIONS IN FIELD

REMOVE EXISTINGSTOOP

NEW GARAGE DOOR

(3) NEW DORMERSNO NEW ATTIC SPACENO NEW ATTIC ACCESS

27'-

10"±

EXIS

TIN

G H

EIG

HT (

UN

CHAN

GED)

APPROX. EXISTING GRADE PLANE(UNCHANGED)

EXISTING FRONT (EAST) ELEVATIONSCALE: 3/16" = 1'-0"

1

EXTERIOR NOTES

1. WIDE-FORMAT WOOD CLAPBOARD SIDING, APPROXIMATELY 9" SPACING.

2. PAINT GRADE TRIM AND MOLDINGS SHOWN MAY BE PVC IF AVAILABLE.DETAILS AND TRIM TO BE CONFIRMED.

3. NEW ROOFS TO BE ASPHALT SHINGLES.

4. WHITE ALUMINUM "K" GUTTERS AND WHITE LEADERS.

5. BOTTOM OF FOOTINGS OR GRADE BEAMS 3'-6" MINIMUM BELOW FINISHGRADE OR TERRACE, UNLESS FOUNDATION SHOWN OR NOTED DEEPER,TYPICAL.

6. SEE SECTIONS FOR DIMENSIONS NOT SHOWN.

DRAWING TITLE:FRONT ELEVATIONEXISTING & PROPOSED

200SCALE: AS NOTED

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RIGHT (NORTH) ELEVATIONSCALE: 1/4" = 1'-0"

2


8'-

0"±

11"±

8'-

0"±


27'-

10"±

EXIS

TIN

G H

EIG

HT (

UN

CHAN

GED)


EXISTING RIGHT (NORTH) ELEVATIONSCALE: 3/16" = 1'-0"

1

LEFT (SOUTH) ELEVATIONSCALE: 1/4" = 1'-0"

4

8'-

0"±

11"±

8'-

0"±

11"±

9'-

3"±



EXISTING BASEMENT

3'-

6"

MIN

REMOVE EXISTINGDECK STAIRS

3'-

6"

MIN

27'-

10"±

EXIS

TIN

G H

EIG

HT (

UN

CHAN

GED)


EXISTING LEFT (SOUTH) ELEVATIONSCALE: 3/16" = 1'-0"

3

EXTERIOR NOTES







DRAWING TITLE:SIDE ELEVATIONSEXISTING & PROPOSED

201SCALE: AS NOTED

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REVISION LOG


REAR (WEST) ELEVATIONSCALE: 1/4" = 1'-0"

2



8'-

0"±

11"±

8'-

0"±

11"±

9'-

3"±

EXISTING BASEMENT

3'-

6"

MIN

27'-

10"±

EXIS

TIN

G H

EIG

HT (

UN

CHAN

GED)

APPROX. EXISTINGGRADE PLANE(UNCHANGED)

EXISTING REAR (WEST) ELEVATIONSCALE: 3/16" = 1'-0"

1

EXTERIOR NOTES







DRAWING TITLE:REAR ELEVATIONEXISTING & PROPOSED

202SCALE: AS NOTED

HA

RR

IS R

ESID

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21 D

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REVISION LOG


north castle, new york

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