Smith Residence Addition 534 Forest Lawn 2026 03 18

TYPICAL ASSEMBLIES

MIN. REQUIREMENTS R1 DISTRICT

REQUIRED / ALLOWED

PROVIDED

LOT AREA (SQ. FT.)

35,000 SF

9,531 SF*

LOT WIDTH (FT.)

125'

45'*

FRONT YARD (FT.)

75'

76.51'

SIDE YARD (FT.)

20'

REAR YARD (FT.)

60'

LIVABLE FLOOR AREA (SQ. FT.)

2,160

1,656* (E) + 727 = 2,383 SF

MAX. REQUIREMENTS R1 DISTRICT

REQUIRED / ALLOWED

PROVIDED

BUILDING HEIGHT (FT.)

30'

25' +/-

MAX. BUILDING COVERAGE

20%

DRAWING LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW 2X6 WALL

6.99'* / 11.41'* (VR)

NEW 2X4 WALL

60.3'

NEW CMU WALL WALL INFILL, MATCH EXISTING THICKENESS (V.I.F)

EXISTING DOOR LOCATION TO REMAIN

2,412.7 SF = 25.3% (VR)

* EXISTING NON - CONFORMING (VR) - Variance Required

EXISTING DOOR TO BE REMOVED

EXIST. 2 STORY HOME

164 SF OF 1-STORY DEMOLITION TO ACCOMMODATE NEW BASEMENT (MATCH EXST. BASEMENT F.F.E.

EXISTING SHED TO BE REMOVED

ALIGN 6.99

4" CONCRETE SLAB REINFORCED WITH 6 X 6 10/10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER AND 4" DEPTH OF ASTM #57 CRUSHED STONE POROUS FILL. (PER CODE SECTION 506 & 408.3) ON NATIVE SOIL.

EQ.

3'-6"

ADDITION BASEMENT

EQ.

29'-4"

ADDITION

13'-0"

13'-0"

ADJUSTABLE STEEL COLUMN RATED FOR 25 KIPS OR 3" STD PIPE COLUMN - LALLY COLUMN OR EQUAL MIN. ON 30" X 30" X 10" CONCRETE FOOTING WITH (3) # 4 RODS EACH WAY, TYP. U.N.O.

5'-4"

15'-8"

REQ. SETBACK

2X6 WALL

2X4 WALL

UP TO 5'-0" 6'-0"

(3) 2X8 (3) 2X10

(2) 2X8 (2) 2X10

7'-0" 8'-0"

(3) 2X10 (3) 2X12

(2) 2X10 (2) 2X12

PROVIDE (3) SOLID STUDS WHERE SHOWN WITH SOLID BLOCKING TO BELOW

GENERAL NOTES:

1. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL WALLS 48" OR LONGER 2. INSTALL MID-SPAN CROSS BRIDGING AT FLOOR JOIST SPANS UP TO 14'-0" AND INSTALL CROSS BRIDGING AT 1/3 POINTS FOR SPANS OVER 14'-0" 3. LVL AND TJI PRODUCTS, ACCESSORIES AND CONNECTION DETAILS SHALL CONFORM TO MFR SPECIFICATIONS AND PRODUCT LITERATURE. (DESIGN 'E' = 2,000,000) 4. CONTRACTOR SHALL INSTALL SMOKE, HEAT AND CARBON MONOXIDE DETECTORS TO COMPLY WITH CURRENT NYS CODES 5. TRUSS LAYOUT, DESIGN AND ENGINEERING TO BE PROVIDED BY TRUSS MANUF. 6. TRUSSES SHALL CONFORM TO R802.10 OF THE IRC 7. INSTALL ICE BARRIER ON ROOF TO COMPLY WITH SECTION R905.1.2. PROVIDE ICE & WATER SHIELD AT ALL ASPHALT SHINGLE ROOFS FROM EAVE EDGE TO 24" BEYOND INSIDE FACE OF EXTERIOR WALL, U.N.O. 8. ALL WINDOW R.O. HEIGHTS TO MATCH EXISTING, U.N.O. 9. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE FLOOR. THE MIN.HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQ. FT. WITH A MIN. HORIZ. PROJECTION AND WIDTH OF 36". 10. PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL AND / OR BEAMS 11. ALL EXTERIOR WINDOW AND DOOR HEADERS TO HAVE MIN. R-5 INSUL. AND TO BE MIN. (2) 2X8'S OR (3) 2X6'S U.N.O. 12. ALL APPLIANCES SHOWN TO BE BY OWNER OR AS PER CONTRACT BY BUILDER 13. REINFORCE FOUNDATION WALLS AS PER CURRENT RCNYS 14. DOUBLE FLOOR JOISTS IF GRANITE OR SOLID SURFACE COUNTERTOPS ARE SELECTED. 15. DOUBLE FLOOR JOISTS IN AREA OF TILE FLOOR FINISH. CONFIRM ALL FINISHES WITH OWNER PRIOR TO CONSTRUCTION 16. ALL ANGLES TO BE 90 DEGREES U.N.O.

1. ALL EXTERIOR DIMENSIONS ARE EXTERIOR FACE OF STUD/BRICK/CMU TO EXTERIOR FACE OF STUD/BRICK/CMU/CONCRETE. 2. SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. 3. DIMENSIONS OF DOORS AT FRAMED WALL CORNERS SHALL BE 4" UNLESS NOTED OTHERWISE. 4. PROVIDE FIRESAFING INSULATION AT TOP OF ALL PARTITIONS TO UNDERSIDE OF DECK, AND FIRESAFING INSULATION AND FIRE SEALANT FULL PERIMETER (RATED ASSEMBLY) AT ALL WALLS REQUIRING A FIRE RATING. 5. PROVIDE 1/2" ASPHALT IMPREGNATED BOND BREAKER AT ALL EXTERIOR LOCATIONS WHERE CONCRETE SLAB ABUTS EXTERIOR WALLS. 6. PROVIDE CONCEALED 2X OR 3/4" WD. BLOCKING AT ALL LOCATIONS OF ITEMS TO BE WALL MOUNTED INCLUDING BUT NOT LIMITED TO (IE. TOILET ACCESSORIES, MILLWORK, SHELVES, ETC.) 7. SEAL ALL OPENINGS, CRACKS, AND JOINTS TO PREVENT THE INFESTATION OF INSECTS, ANIMALS, AND OTHER VERMIN FROM ENTERING THE BUILDING. 8. PROVIDE CEMENT BACKER BOARD AT ALL TILED AREAS IN LIEU OF GYP. BD.. CEMENT BACKER BOARD TO BE SAME THICKNESS AS GYP. BD. SCHEDULED. 9. LUMBER IN DIRECT CONTACT WITH MASONRY TO BE PRESSURE TREATED

EQ.

4'-0" 4'-0"

11.41

OPENING

CONCEPT DRAWINGS NOT FOR CONSTRUCTION REVISIONS:

NUMBER

DATE

ISSUED BY

DESCRIPTION

PROJECT:

SMITH RESIDENCE - ADDITION

PARTITION NOTES:

2X10 FLOOR JOISTS AT 16" O.C.

2X10 FLOOR JOISTS AT 16" O.C.

EGRESS WINDOW WELL, BASIS OF DESIGN: BOWMAN KEMP 4/0 X 4/0 SLIDING EGRESS WINDOW OR EQUAL, WITH PLASTIC COVER. WINDOW AND WELL TO CONFORM TO SECT. R310 OF RCNYS. CONCRETE BOND BEAM OVER WINDOW REINFORCED WITH 2 #4 BOTTOM BEAR 8" EACH END. - COORD. FINAL LOCATION WITH OWNER

WD STAIR UP

TO PROPOSED ADDITION 75.00

76.51

ALIGN

ALIGN

W8X18 CONTINUOUS, TYP. U.N.O.

10'-4"

534 FOREST LAWN ROAD WEBSTER, N.Y. 14580 OWNER / CLIENT:

STEVE SMITH

DRAWING TITLE:

SITE PLAN AND BASEMENT PLAN

PROJECT NO.

2024-07-03

V.I.F. ALIGN WITH EXISTING

UNEXCAVATED

6'-0"

T.O. EXIST. HOUSE

106.23

OPENING TO EXIST. BASEMENT 4'-0"

CONTRACTOR CONFIRM FLOOR AND COUNTER TOP FINISHES WITH OWNER: DOUBLE UP FLOOR JOISTS IN KITCHEN IF GRANITE OR SOLID SURFACE COUNTER TOPS ARE SPECIFIED. DOUBLE FLOOR JOISTS IN AREAS OF TILE FLOOR FINISH.

26.60 45.00

PRELIMINARY FOR PRICING ONLY - FINAL ENGINEERING T.B.D.

TYPICAL BASEMENT FOUNDATION 10" CMU (10) COURSES (MATCH EXISTING, V.I.F.) - REFER TO R404.1.1 FOR REINFORCING - MAXIMUM SPACING OF THE VERTICAL REINFORCING OF 48" TYP. MAX. ON 20" X 10" CAST IN PLACE CONCRETE FOOTING TYP. U.N.O. REINFORCED WITH (2) #4 CONTINUOUS AND #4 TIES AT 8'-0" O.C., TYP.

PROPOSED 1 STORY ADDITION + NEW STAIR TO EXIST. SECOND FLOOR (2 STORY) 577 SF FIRST FLOOR / 150 SF STAIR AND OPEN TO BELOW

NEW COVERED PORCH-211 SF

EXISTING BASEMENT

UNLESS OTHERWISE NOTED

ALIGN

VENTED ROOF ASSEMBLY (TYPICAL): • ASPHALT / FIBERGLASS SHINGLES ON • 15# FELT UNDERLAYMENT ON • 5/8" EXTERIOR SHEATHING WITH METAL JOINT CLIPS • ICE & WATER SHIELD (EXTEND FROM ROOF EDGE TO 24" BEYOND INSIDE FACE OF EXTERIOR WALL) - EXTEND ICE AND WATER SHIELD OVER ENTIRE ROOF IF SLOPE IS 4:12 OR LESS. • WOOD TRUSSES AT 24" O.C. DESIGN BY OTHERS - SECURE TO TOP PLATE WITH SIMPSON H4 HURRICANE TIES OR SDWC1 15600 TRUSS SCREW OR EQUAL • R-38 BATT INSULATION WITH 1" MIN. ROOF BAFFLES - VENTED SOFFIT AND RIDGE. EXTEND INSULATION OVER TOP PLATE, TYP. • 1/2" GYP. BD. CEILING; PAINT, TYP. U.N.O.

HEADER SCHEDULE

-P

FLOOR ASSEMBLY (TYPICAL): • 2X10 FLOOR JOISTS AT 16" O.C. • 5/8 OSB SUBFLOOR GLUED AND NAILED • FINISH FLOOR AS SELECTED

R EL IM IN AR Y

NEW DOOR

UNEXCAVATED

N FI OT N F AL O EN R C G ON IN S EE T R RU IN C G TI TB ON D

EXTERIOR WALL ASSEMBLY (TYPICAL): • SIDING - TO BE SELECTED BY OWNER • WEATHER BARRIER • 3/8" EXT. PLYWOOD OR 7/16" OSB • 2X6 WD. STUDS AT 16" O.C. • R-30 CLOSED CELL SPRAY FOAM INSULATION • 1/2" DRYWALL, U.N.O.

PROJECT DATE:

MARCH 18, 2026 NOTICE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS.

26'-0" V.I.F.

N

2

BASEMENT PLAN 1/4" = 1'-0"

1

SITE PLAN 1" = 20'-0"

A-1

DRAWING LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW 2X6 WALL

NEW 2X4 WALL NEW CMU WALL WALL INFILL, MATCH EXISTING THICKENESS (V.I.F)

EXISTING DOOR LOCATION TO REMAIN

EXISTING DOOR TO BE REMOVED

(2)2/6

ASSUMED SECOND FLOOR JOIST DIRECTION

UNLESS OTHERWISE NOTED REMOVE HEARTH ADD TILE FLOORING LIVING ROOM

EXISTING RIDGE

AREA OF FLOOR INFILL

NEW LVL HEADER, G.C. TO CONFIRM FLOOR JOIST DIRECTION 2/6

BEDROOM / OFFICE LANDING / LIBRARY

LAUNDRY / PANTRY

36" COUNTER

WIRE SHELVING OR TALL CABINETS TO BE SELECTED

2/8

5' WET BAR NEW LVL FLUSH HEADER, G.C. TO CONFIRM FLOOR JOIST DIRECTION

4'-0"

NEW 36" H RAIL W3

DW

W3 DN

W3

DN TO BASEMENT

2/4

2/8

W5 KITCHEN

WOOD TRUSSES AT 24" O.C. (T4) DESIGN BY TRUSS MANUF.

HOOKS

W5 OPEN TO BELOW

W5

REF

16'-6"

WOOD TRUSSES AT 24" O.C. (T2) DESIGN BY TRUSS MANUF.

60" X 30"

8" / 1'-0"

MATCH EXISTING

ADDITION

ADDITION

29'-10"

VENTED ROOF ASSEMBLY (TYPICAL): - REFER TO TYPICAL ASSEMBLIES ON A-1

ADDITION (V.I.F.)

RIDGE

LIN 8" / 1'-0"

FULL BATH

W3

2/10

OPEN TO ABOVE

UP TO 5'-0" 6'-0" 7'-0" 8'-0"

(3) 2X8 (3) 2X10 (3) 2X10 (3) 2X12

(2) 2X8 (2) 2X10 (2) 2X10 (2) 2X12

2/4

W5

UP 2/10

ENTRY FOYER TRAY CEILING

BEDROOM 12' X 14' TRAY CEILING

12SL

3/0

8" / 1'-0"

W2

W1

12SL 3/0

5'-4"

RIDGE

7'-6"

W1

1. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL WALLS 48" OR LONGER 2. INSTALL MID-SPAN CROSS BRIDGING AT FLOOR JOIST SPANS UP TO 14'-0" AND INSTALL CROSS BRIDGING AT 1/3 POINTS FOR SPANS OVER 14'-0" 3. LVL AND TJI PRODUCTS, ACCESSORIES AND CONNECTION DETAILS SHALL CONFORM TO MFR SPECIFICATIONS AND PRODUCT LITERATURE. (DESIGN 'E' = 2,000,000) 4. CONTRACTOR SHALL INSTALL SMOKE, HEAT AND CARBON MONOXIDE DETECTORS TO COMPLY WITH CURRENT NYS CODES 5. TRUSS LAYOUT, DESIGN AND ENGINEERING TO BE PROVIDED BY TRUSS MANUF. 6. TRUSSES SHALL CONFORM TO R802.10 OF THE IRC 7. INSTALL ICE BARRIER ON ROOF TO COMPLY WITH SECTION R905.1.2. PROVIDE ICE & WATER SHIELD AT ALL ASPHALT SHINGLE ROOFS FROM EAVE EDGE TO 24" BEYOND INSIDE FACE OF EXTERIOR WALL, U.N.O. 8. ALL WINDOW R.O. HEIGHTS TO MATCH EXISTING, U.N.O. 9. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE FLOOR. THE MIN.HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQ. FT. WITH A MIN. HORIZ. PROJECTION AND WIDTH OF 36". 10. PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL AND / OR BEAMS 11. ALL EXTERIOR WINDOW AND DOOR HEADERS TO HAVE MIN. R-5 INSUL. AND TO BE MIN. (2) 2X8'S OR (3) 2X6'S U.N.O. 12. ALL APPLIANCES SHOWN TO BE BY OWNER OR AS PER CONTRACT BY BUILDER 13. REINFORCE FOUNDATION WALLS AS PER CURRENT RCNYS 14. DOUBLE FLOOR JOISTS IF GRANITE OR SOLID SURFACE COUNTERTOPS ARE SELECTED. 15. DOUBLE FLOOR JOISTS IN AREA OF TILE FLOOR FINISH. CONFIRM ALL FINISHES WITH OWNER PRIOR TO CONSTRUCTION 16. ALL ANGLES TO BE 90 DEGREES U.N.O.

COVERED PORCH

W2

W4

1. ALL EXTERIOR DIMENSIONS ARE EXTERIOR FACE OF STUD/BRICK/CMU TO EXTERIOR FACE OF STUD/BRICK/CMU/CONCRETE. 2. SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. 3. DIMENSIONS OF DOORS AT FRAMED WALL CORNERS SHALL BE 4" UNLESS NOTED OTHERWISE. 4. PROVIDE FIRESAFING INSULATION AT TOP OF ALL PARTITIONS TO UNDERSIDE OF DECK, AND FIRESAFING INSULATION AND FIRE SEALANT FULL PERIMETER (RATED ASSEMBLY) AT ALL WALLS REQUIRING A FIRE RATING. 5. PROVIDE 1/2" ASPHALT IMPREGNATED BOND BREAKER AT ALL EXTERIOR LOCATIONS WHERE CONCRETE SLAB ABUTS EXTERIOR WALLS. 6. PROVIDE CONCEALED 2X OR 3/4" WD. BLOCKING AT ALL LOCATIONS OF ITEMS TO BE WALL MOUNTED INCLUDING BUT NOT LIMITED TO (IE. TOILET ACCESSORIES, MILLWORK, SHELVES, ETC.) 7. SEAL ALL OPENINGS, CRACKS, AND JOINTS TO PREVENT THE INFESTATION OF INSECTS, ANIMALS, AND OTHER VERMIN FROM ENTERING THE BUILDING. 8. PROVIDE CEMENT BACKER BOARD AT ALL TILED AREAS IN LIEU OF GYP. BD.. CEMENT BACKER BOARD TO BE SAME THICKNESS AS GYP. BD. SCHEDULED. 9. LUMBER IN DIRECT CONTACT WITH MASONRY TO BE PRESSURE TREATED

PORCH

4" / 1'-0"

6'-0"

8" / 1'-0"

4" PORCH SLAB ON GRADE

LINE OF OVERHANG ABOVE 15'-8"

10'-4" 26'-0"

N

3 ROOF PLAN 1/4" = 1'-0"

N

2 SECOND FLOOR PLAN 1/4" = 1'-0"

N

1 FIRST FLOOR PLAN 1/4" = 1'-0"

CONCEPT DRAWINGS NOT FOR CONSTRUCTION REVISIONS:

NUMBER

DATE

ISSUED BY

DESCRIPTION

PROJECT:

SMITH RESIDENCE - ADDITION

PARTITION NOTES:

(2)2/6

WOOD TRUSSES AT 24" O.C. (T1) DESIGN BY TRUSS MANUF.

8" / 1'-0"

2X4 WALL

GENERAL NOTES:

W3

DINING

8" / 1'-0" V.I.F.

8" / 1'-0" V.I.F.

2X6 WALL

PROVIDE (3) SOLID STUDS WHERE SHOWN WITH SOLID BLOCKING TO BELOW

ASSUMED SECOND FLOOR JOIST DIRECTION

W6

OPENING

MILLWORK PILASTERS BOTH SIDES

HALL

NEW TWIN CASEMENT MATCH EXISTING WEST MASTER BEDROOM CASEMENT

-P

HEADER SCHEDULE

N FI OT N F AL O EN R C G ON IN S EE T R RU IN C G TI TB ON D

EXISTING

EXISTING

EXISTING

MASTER BEDROOM

R EL IM IN AR Y

NEW DOOR

TYP.. TAPERED PORCH COLUMN WITH 24" SQ. CULTURED STONE BASE

534 FOREST LAWN ROAD WEBSTER, N.Y. 14580 OWNER / CLIENT:

STEVE SMITH

DRAWING TITLE:

FLOOR PLANS AND ROOF PLAN

PROJECT NO.

2024-07-03 PROJECT DATE:

MARCH 18, 2026 NOTICE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. SHEET SIZE : 24" x 36" DO NOT SCALE

A-2

W1

CX145

CASEMENT

W2

CN145

CASEMENT

W3

C13

CASEMENT

W4

CW145

CASEMENT

T = TEMPERED GLASS E

E EGRESS WINDOW UNIT

UNLESS OTHERWISE NOTED

EXTERIOR FINISH LEGEND

W5

P3030

PICTURE

FASCIA:

MATCH EXISTING - WHITE

1

W6

CW24

TWIN CASEMENT E

CORNER BOARDS:

3.5" FIBERCEMENT OR COMPOSITE TRIM - WHITE

1A DEDUCT ALTERNATE - VINYL LAP SIDING

EXTERIOR AND WINDOW TRIM:

3.5" FIBERCEMENT OR COMPOSITE TRIM, U.N.O. / 5.5" AT WINDOW AND DOOR HEADS, TYP.- WHITE, REFER TO ELEVS

2

SIDING:

REFER TO ELEVATIONS

2A DEDUCT ALTERNATE - VINYL SHAKES

EAVE O/HANGS:

12" U.N.O.

3

CULTURE STONE VENEER ON MASONRY BASECOLOR AND PATTERN TO BE SELECTED

RAKE O/HANGS:

12" U.N.O.

4

COMPOSITE TRIM TAPERED COLUMN

5

EXTERIOR LIGHT FIXTURE TO BE SELECTED

6

ALUM GUTTER AND DOWNSPOUT - COLOR TO MATCH TRIM DECORATIVE BRACKET - COLOR TO MATCH TRIM

*FOR SIZING PURPOSES - BASIS OF DESIGN: ANDERSEN 400 SERIES - CASEMENTS, U.N.O. ALL WINDOW HEAD HEIGHTS MATCH EXISTING HOUSE, U.N.O. G.C. TO VERIFY ALL ROUGH OPENING DIMENSIONS. **REFER TO ELEVATIONS FOR MUTTON PATTERN

7

5/16" PRE-FINISHED FIBERCEMENT LAP SIDING 7" EXPOSURE - COLOR TO BE SELECTED

PRE-FINISHED FIBERCEMENT SHAKES - COLOR TO BE SELECTED

2

T.O. EXIST 2ND FLOOR PLATE (V.I.F.) 16'-10"

5 1/2"

T.O. EXIST 2ND FLOOR PLATE (V.I.F.) 16'-10"

R EL IM IN AR Y

WINDOW SCHEDULE*

W5

W5

SECOND FLOOR (V.I.F.) 8'-10"

SECOND FLOOR (V.I.F.) 8'-10" T.O. EXIST. PLATE (V.I.F.) 8'-0"

T.O. EXIST. PLATE (V.I.F.) 8'-0"

N FI OT N F AL O EN R C G ON IN S EE T R RU IN C G TI TB ON D

W5

-P

1

W3

W4

W3

EXISTING BAY WINDOW TO REMAIN HIDDEN FOR CLARITY

W3

3/0

T.O. FINISH FLOOR 0'-0"

ADDITION

T.O. FINISH FLOOR 0'-0"

EXISTING

EXISTING

ADDITION

CONCEPT DRAWINGS NOT FOR CONSTRUCTION REVISIONS:

NUMBER

4 EAST ELEVATION

DATE

ISSUED BY

DESCRIPTION

3 NORTH ELEVATION

1/4" = 1'-0"

1/4" = 1'-0"

25'-8" V.I.F.

CONT. RIDGE VENT, TYP.

ASPHALT SHINGLE ROOF, TYP. - BASIS OF DESIGN: GAF - COLOR TBD - MATCH EXISTING - VERIFIY EXISTING HOUSE ROOF SLOPE AND MATCH EXISTING

. I.F " V. 1'-0 / 8"

V 8" .I.F /1 . '-0 "

5 1/2" 0" 1'/ "

W5

E

SPANDREL GLASS

1

W5

SPANDREL GLASS 1 8"

5 1/2"

8

W6

2

5 1/2"

2

T.O. EXIST 2ND FLOOR PLATE (V.I.F.) 16'-10"

T.O. EXIST 2ND FLOOR PLATE (V.I.F.) 16'-10"

6

/1 '-0 "

STEVE SMITH

8 2 SECOND FLOOR (V.I.F.) 8'-10"

SECOND FLOOR (V.I.F.) 8'-10" T.O. EXIST. PLATE (V.I.F.) 8'-0"

T.O. EXIST. PLATE (V.I.F.) 8'-0" 5

W3

PROJECT:

DRAWING TITLE:

EXTERIOR ELEVATIONS

4

W3 1

4

E W1

W2

W1

E

W2

2

PROJECT NO.

3

1 T.O. FINISH FLOOR 0'-0"

3/0

2024-07-03

3 T.O. FINISH FLOOR 0'-0"

PROJECT DATE:

MARCH 18, 2026 EXISTING

CONT. RIDGE VENT, TYP.

ADDITION

BASEMENT EGRESS WINDOW

2

WEST ELEVATION 1/4" = 1'-0"

1

SOUTH ELEVATION 1/4" = 1'-0"

A-3

PROPOSED SOUTH ELEVATION RENDERINGS FINAL EXTERIOR FINISH SELECTIONS TBD

CONCEPT DRAWINGS NOT FOR CONSTRUCTION REVISIONS:

NUMBER

GREEN / WHITE - could warm up trim slightly but window frames will be white to match existing

DATE

ISSUED BY

DESCRIPTION

GREY / WHITE PROJECT:

STEVE SMITH

DRAWING TITLE:

EXTERIOR RENDERING SOUTH

PROJECT NO.

2024-07-03 PROJECT DATE:

MARCH 18, 2026

EXSTING NORTH EAST ELEVATION

EXSTING NORTH WEST ELEVATION

EXSTING NORTH WEST ELEVATION

EXSTING SOUTH ELEVATION

A-4

DEMOLITION KEYNOTES 1

ITEM 1

2

ITEM 2

3

DRAWING LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED

ITEM 3

NEW 2X6 WALL NEW 2X4 WALL NEW CMU WALL WALL INFILL, MATCH EXISTING THICKENESS (V.I.F)

EXISTING DOOR LOCATION TO REMAIN

EXISTING DOOR TO BE REMOVED

N FI OT N F AL O EN R C G ON IN S EE T R RU TB CT D IO

N

-P

R EL IM IN AR Y

NEW DOOR

CONCEPT DRAWINGS NOT FOR CONSTRUCTION REVISIONS:

NUMBER

DATE

ISSUED BY

DESCRIPTION

MASTER BEDROOM PROJECT:

SMITH RESIDENCE - ADDITION

LIVING ROOM

534 FOREST LAWN ROAD WEBSTER, N.Y. 14580 HALL

OWNER / CLIENT:

STEVE SMITH

DN

DN

DINING

DRAWING TITLE:

EXISTING BASEMENT

BEDROOM / OFFICE

UP

DEMOLITION PLANS

PROJECT NO.

2024-07-03 PROJECT DATE:

MARCH 18, 2026 NOTICE: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND A SPECIFIC DESCRIPTION OF ALTERATIONS. SHEET SIZE : 24" x 36" DO NOT SCALE

3 FIRST FLOOR DEMOLITION PLAN 1/4" = 1'-0"

2 SECOND FLOOR DEMOLITION PLAN 1/4" = 1'-0"

1 BASEMENT - DEMO PLAN 1/4" = 1'-0"

D-1