∆=82°44'41" R=30.00' L=43.33' CHD=S49°31'24"E 39.66'
GRID
N
ARROWWOOD TRAIL (60.0' WIDE PRIVATE R.O.W.)
N89° 06' 16"E
40.00'
40.00'
35' FRONT SETBACK
35' FR
147.55'
40.00'
71.0'
PROPOSED GARAGE
40.00'
15.0'
ONT
APPROXIMATE LOCATION TOWN LOT 14
LOT 209
3'
51.3
' 2.00
36'±
7' 16"W
N/F T.A # 065.02-6-21 557 TERRA VERDE WAY
PR
0'
7' 20.
14.0
LOT 210
Y WA ) DE .W. ER R.O A V IVATE
40'±
3'
51.3
RR
IDE .0' W
3' 13.3
'
TE
7' PROPOSED DUPLEX
' 3.00
3.00
81.54'
4° S6
(60
F 35'
29.6 GARAGE
K BAC SET NT RO 41.67'
N00° 55' 15"W
GARAGE
3' 23.3
3' 13.3
PROPOSED DUPLEX
' 3.00
N10° 5 LOT 262
'
'
3.00
01' 160. 2"W '1 ° 47 69.0' S71
∆=7°40'24" R=430.00' L=57.59' CHD=S22°03'08"E 57.55'
2.00
0' 14.0
N/F T.A # 065.02-6-20 TBD 56.2'
ACK SETB 3' 19.3
' 29.8
APPROXIMATE LOCATION TOWN LOT 12
75'
. 175
3 06'
9"W
LOT 211
DRAINAGE ACCESS EASEMENT OVER LOT 261 TO TOWN OF WEBSTER FOR MAINTENANCE PURPOSES PER LIBER 369 OF MAPS PAGE 26
REFERENCE(S)
SITE DATA
1. LIBER 369 OF MAPS, PAGE 26
1.
"Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209, subdivision 2, of the New York State Education Law."
"Only copies from the original of this survey marked with an original of the land surveyor's embossed seal shall be considered to be a valid true copy."
DWG FILE: PLOTTED:
∆=10°03'53" R=430.00' L=75.53' CHD=S13°11'00"E 75.44'
15.0'
15.0'
15.0' PROPOSED 40' X 40' MAINTENANCE GARAGE FOR PROPERTY MAINTENANCE OF THE ENTIRE BELLA TERRA SUBDIVISION
107.01'
35'
TOWNHOUSES a. MINIMUM BUFFER (RESIDENTIAL)
REQUIRED 150 FT.
b. MINIMUM WIDTH DWELLING UNIT
20 FT.
42± FT.
c. MAXIMUM BUILDING HEIGHT
30 FT.
< 30 FT.
d. MAXIMUM BUILDING LENGTH
165 FT.
84± FT.
e. MINIMUM HABITABLE FLOOR AREA (PER UNIT)
1,000 SQ. FT.
2,160 SQ. FT.
f. MAXIMUM UNIT DENSITY
6 UNITS/ACRE
1.9 UNITS/ACRE
g. MINIMUM DISTANCE BETWEEN STRUCTURES
40 FT.
40 FT.
h. MINIMUM DRIVEWAY SEPARATION
5 FT.
5 FT.
i. MAXIMUM IMPERIOUS AREA
75%
19.8%
PROJECT DATA
REQUIRED
PROPOSED
FRONT SETBACK
N/A
35 FT.
PLOT PLAN ADDRESS:
Civil Engineering
T.A.#
557 TERRA VERDE WAY & TBD 065.02-6-20 & 065.02-6-21 SUBDIVISION:
Land Surveying
PROPOSED 150 FT.
LOT NUMBER:
BELLA TERA SUBDIVISION SECTION 2A
Landscape Architecture
WEBSTER
217 Lake Avenue Costich Rochester, NY 14608 (585) 458-3020 Engineering 1"=40'
COUNTY:
MONROE DATE:
LOT 209-210 STATE:
NEW YORK DWG. NUMBER
OCTOBER 29, 2025 4500.10-209-PLOT
THESE PLANS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS BY GREATER LIVING ARCHITECTURE. ANY UNAUTHORIZED REPRODUCTION OR MODIFICATION OF THESE PLANS IS A VIOLATION OF COPYRIGHT LAWS. CLIENT RIGHTS ARE LIMITED TO ONE-TIME USE FOR THE CONSTRUCTION OF THESE PLANS
12 8
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS PLAN IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 COPYRIGHT © ALL RIGHTS RESERVED GREATER LIVING ARCHITECTURE. P.C.
SHAKE STYLE SIDING AS SEL'D. 12
1X2 ON 1X8 RAKE BD.
8
1X6 FRIEZE BD.
8/12 PITCH ROOF RETURN
FLASHING
1X10 FRIEZE BD. 1X2 ON 1X6 CROSSHEAD (TYP.) VENTED SOFFITS
VINYL C.B.
VINYL C.B.
SIDING AS SELECTED
SIDING AS SELECTED
ARTIFICIAL STONE VENEER HALFWALL AS SEL'D. 12/0 X 12/0 O.H. DOOR
ASSUMED GRADE
12/0 X 12/0 O.H. DOOR
LEFT ELEVATION
FRONT ELEVATION
1/4" = 1'-0"
1/4" = 1'-0"
3033 BRIGHTON-HENRIETTA TOWNLINE RD ROCHESTER, NY 14623 CALL:(585) 272-9170 FAX: (585) 292-1262
www.greaterliving.com REVISIONS: BY
DATE
12
DESCRIPTION
ASPHALT SHINGLES AS SELECTED
8
12
1X2 ON 1X8 RAKE BD.
WINDOWS:
8
N/A
CLIENT/LOCATION:
U-FACTOR ......... N/A SHGC ................... N/A DOORS:
SELECTION BY OWNER
AIR INFILTRATION RATE FOR WINDOWS, SKYLIGHTS, & SLIDING DOORS TO BE NO MORE THAN 0.3 cfm/sf. & SWING DOORS NO MORE THAN 0.5 cfm/sf. AS PER SECT. R402.4.3 OF 2020 ECCCNYS
8/12 PITCH ROOF RETURN
TRA-MAC GARAGE LOT 209 BELLA TERRA WEBSTER, NY
WINDOW / DOOR LEGEND:
VENTED SOFFITS
VENTED SOFFITS
VINYL C.B.
E
= MEETS OR EXCEEDS EGRESS REQUIREMENTS - CLEAR OPENING AREA OF 5.7 SQ.FT. - CLEAR OPENING WIDTH OF 20" - CLEAR OPENING HEIGHT OF 24" PER SECT. R310.1 OF 2020 RCNYS
T
= SPECIFIES THAT THIS FIXED OR OPERABLE UNIT REQUIRES SAFETY GLAZING PER SECT. R308.4 OF 2020 RCNYS
FP = SPECIFIES THAT THIS OPERABLE WINDOW UNIT REQUIRES FACTORY APPLIED FALL PROTECTION PER SECT. R312.2 OF 2020 RCNYS
VINYL C.B.
GENERAL NOTES:
SIDING AS SELECTED
SIDING AS SELECTED
T
BUILDER:
THE TRA-MAC GROUP LLC
ALL RAKES & OVERHANGS ARE TO BE 1'-0" UNLESS NOTED OTHERWISE
3068
BUILDER TO PROVIDE ROOF OR RIDGE VENTS AS PER CODE- THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE (SECT. R806.2)
ARTIFICIAL STONE VENEER HALFWALL AS SEL'D.
4/12 PITCH ROOFS OR SHALLOWER TO HAVE 2 LAYERS 15# FELT
ASSUMED GRADE
ASSUMED GRADE
RIGHT ELEVATION
REAR ELEVATION
1/4" = 1'-0"
1/4" = 1'-0"
CONTRACTOR TO CONTACT THIS OFFICE PRIOR TO CONSTRUCTION IF THE ASSUMED GRADE DEPICTED IS INACCURATE AND / OR WILL ALTER THE DESIGN AND / OR STRUCTURE NOTED.
ELEVATIONS DETACHED GARAGE drawn:
checked:
CDK
X
scale:
date:
AS NOTED PROJECT:
6786
12 / 24 sheet:
1 2
40'-0"
40'-0" 20'-0"
THESE PLANS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS BY GREATER LIVING ARCHITECTURE. ANY UNAUTHORIZED REPRODUCTION OR MODIFICATION OF THESE PLANS IS A VIOLATION OF COPYRIGHT LAWS. CLIENT RIGHTS ARE LIMITED TO ONE-TIME USE FOR THE CONSTRUCTION OF THESE PLANS
20'-0"
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS PLAN IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 COPYRIGHT © ALL RIGHTS RESERVED GREATER LIVING ARCHITECTURE. P.C.
'A' TRUSSES @ 24" O.C.
'A' TRUSSES 24" O.C. DESIGN & LAYOUT BY TRUSS MANF.
12
12
8
8
40'-0"
12"
14"
A 2
OPTIONAL R-38 INSUL.
OPTIONAL R-21 INSUL.
GARAGE
4" CONC. SLAB REINFORCED W/ 6"X6" 10/10 W.W.M. ( OVER VAPOR BARRIER IF REQ'D BY THE INSPECTOR )
14'-0"
GARAGE PLATE
40'-0"
PITCH FLOOR
HEEL
1/4" PER FOOT
GARAGE
4" CONC. SLAB REINFORCED W/ 6"X6" 10/10 W.W.M. ( OVER VAPOR BARRIER IF REQ'D BY THE INSPECTOR )
3068
T 4'-0"
B 2
(2) 2X12'S
(2) 2X12'S
12/0 X 12/0 O.H. DOOR
12/0 X 12/0 O.H. DOOR
TOP OF BL'K.
6" BLOCK ON 5 CR'S 8" BLOCK ON 16" X 8" FT'G.
UNEXCAVATED
18'-0"
11'-0"
11'-0"
40'-0"
A BUILDING SECTION 2 SCALE: 1/4" = 1'-0"
FRAMING LEGEND:
GARAGE FLOOR PLAN
- PROVIDE SOLID POSTING- GLUED & NAILED, EQUAL TO THE # OF HEADERS TO BE SUPPORTED- UNLESS NOTED OTHERWISE
1/4" = 1'-0"
- DROPPED HEADER
IRST FLOOR PLATE HG'T TO BE 12'-0" ( UNLESS NOTED OTHERWISE ) NOTES:FALL WINDOW R.O. HGT'S TO BE 6'-8" U.N.O.
- FLUSH HEADER
PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL PROVIDE DB'L JACK STUDS EA. SIDE OF LOAD BEARING OPENINGS > / = 4'-0"
- 2X4 STUDS @ 16" O.C.
TRUSS EAVE CONSTRUCTION
12 5
3033 BRIGHTON-HENRIETTA TOWNLINE RD ROCHESTER, NY 14623 CALL:(585) 272-9170 FAX: (585) 292-1262
www.greaterliving.com
- 2X6 STUDS @ 16" O.C.
DATE
ASPHALT SHINGLES ON 15# FELT ON 5/8" EXTERIOR SHEATHING OR 7/16" SHEATHING WITH CLIPS
BY
DESCRIPTION
40'-0"
PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. DESIGNED BY OTHERS - SECURE TO TOP PLATE W/ SIMPSON H4 HURRICANE TIES OR SDWC15600 TRUSS SCREW OR EQUAL ICE PROTECTION TO EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING
6" BLOCK ON 5 CR'S 8" BLOCK ON 16" X 8" FT'G.
INSULATION BAFFLE W/ MIN. 1" AIRSPACE @ ROOF DECK & BAFFLE TO EXTEND DOWN TO WALL FRAMING TOP PLATE
TRA-MAC GARAGE LOT 209 BELLA TERRA WEBSTER, NY
2X6 PRESSURE TREATED SILL PLATE W/ SILL SEALER & 1/2" DIAM. / 10" LONG NONCORROSIVE ANCHOR BOLTS @ 72" O.C. AS PER SECT R403.1.6 2020 RCNYS
40'-0"
2" LEDGE
40'-0"
OPTIONAL R-38 INSUL.
ALUMINUM GUTTER ON 2X6 FASCIA BOARD WITH VENTED SOFFITS
CLIENT/LOCATION:
UNEXCAVATED
3/8" EXT. PLYWD. OR 7/16" O.S.B. W/ HOUSE WRAP SIDING AS SELECTED ATTACHED AS PER 2020 RCNYS
BUILDER:
2X6 STUDS @ 16" O.C. WITH OPT. R-21 BATT INSULATION
THE TRA-MAC GROUP LLC
FINISHED GRADE ESTABLISHED BY BUILDER
M.O. FOR 12/0 O.H. DOOR
FOUNDATION PLAN
M.O. FOR 12/0 O.H. DOOR
4" CONCRETE SLAB W/ 6"X6" 10/10 W.W.M. O/ 6 MIL VAPOR BARRIER O/ 6" GRAVEL
6" BLOCK ON 5 CR'S 8" BLOCK ON 16" X 8" CONCRETE W/ (2) #5 REBAR CONTINUOUSSEE DETAIL C-2 FOR CONCRETE-ENCASED ELECTRODE DETAIL
DETACHED GARAGE
B BUILDING SECTION 2 SCALE:
1" = 1'-0"
4'-10"
12'-4"
5'-8"
12'-4"
40'-0"
FOUNDATION PLAN
4'-10"
drawn:
checked:
CDK
X
scale:
date:
AS NOTED PROJECT:
sheet:
2
1/4" = 1'-0" CONTRACTOR TO CONTACT THIS OFFICE PRIOR TO CONSTRUCTION IF THE ASSUMED GRADE DEPICTED NOTES: IS INACCURATE AND / OR WILL ALTER THE FOUNDATION DESIGN AND /OR STRUCTURE NOTED PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL AND / OR BEAMS PROVIDE DB'L JACK STUDS EA. SIDE OF LOAD BEARING OPENINGS > / = 4'-0"
12 / 24
6786
2