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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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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
RR
IS R
ESID
ENCE
21 D
AY
RO
AD
AR
MO
NK
, NY
105
04
HO
WA
RD
F. K
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REVISION LOG
ISSUED FOR RPRC REVIEW:2020-08-26
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:
EXISTING WALL TO BE DEMOLISHED/REMOVED
EXISTING WALL TO REMAIN
NEW STUD WALL
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.
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"
HA
RR
IS R
ESID
ENCE
21 D
AY
RO
AD
AR
MO
NK
, NY
105
04
HO
WA
RD
F. K
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REVISION LOG
ISSUED FOR RPRC REVIEW:2020-08-26
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:
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.
WALL LEGEND:
EXISTING WALL TO BE DEMOLISHED/REMOVED
EXISTING WALL TO REMAIN
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
RR
IS R
ESID
ENCE
21 D
AY
RO
AD
AR
MO
NK
, NY
105
04
HO
WA
RD
F. K
ELLY
II, A
IA(2
03) 9
56-0
348
REVISION LOG
ISSUED FOR RPRC REVIEW:2020-08-26
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
HA
RR
IS R
ESID
ENCE
21 D
AY
RO
AD
AR
MO
NK
, NY
105
04
HO
WA
RD
F. K
ELLY
II, A
IA(2
03) 9
56-0
348
REVISION LOG
ISSUED FOR RPRC REVIEW:2020-08-26
RIGHT (NORTH) ELEVATIONSCALE: 1/4" = 1'-0"
2
EXISTING FIRST FLOOR
8'-
0"±
11"±
8'-
0"±
EXISTING SECOND FLOOR
27'-
10"±
EXIS
TIN
G H
EIG
HT (
UN
CHAN
GED)
APPROX. EXISTING GRADE PLANE(UNCHANGED)
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 FIRST FLOOR
EXISTING SECOND FLOOR
EXISTING BASEMENT
3'-
6"
MIN
REMOVE EXISTINGDECK STAIRS
3'-
6"
MIN
27'-
10"±
EXIS
TIN
G H
EIG
HT (
UN
CHAN
GED)
APPROX. EXISTING GRADE PLANE(UNCHANGED)
EXISTING LEFT (SOUTH) ELEVATIONSCALE: 3/16" = 1'-0"
3
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:SIDE ELEVATIONSEXISTING & PROPOSED
201SCALE: AS NOTED
HA
RR
IS R
ESID
ENCE
21 D
AY
RO
AD
AR
MO
NK
, NY
105
04
HO
WA
RD
F. K
ELLY
II, A
IA(2
03) 9
56-0
348
REVISION LOG
ISSUED FOR RPRC REVIEW:2020-08-26
REAR (WEST) ELEVATIONSCALE: 1/4" = 1'-0"
2
EXISTING FIRST FLOOR
EXISTING SECOND FLOOR
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
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:REAR ELEVATIONEXISTING & PROPOSED
202SCALE: AS NOTED
HA
RR
IS R
ESID
ENCE
21 D
AY
RO
AD
AR
MO
NK
, NY
105
04
HO
WA
RD
F. K
ELLY
II, A
IA(2
03) 9
56-0
348
REVISION LOG
ISSUED FOR RPRC REVIEW:2020-08-26
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