HomeMy WebLinkAboutZP-24-366 - 0125 Aurora Road 11/6/2024A.O. Note: This should be 125 Aurora Road. See attached emailxxxxxxx ZP-24-366
10/22/2024 SEQNR
#SD-18-28
1,568.00
1/2 of duplex
11/26/2018
11/06/2024
11/22/2024 11/05/2025
(Acting)
1
Betsy Brown
From:Brad Dousevicz <dousevicz@gmail.com>
Sent:Tuesday, November 5, 2024 1:16 PM
To:Betsy Brown
Subject:EXTERNAL: Re: 125/127 Aurora Applications
This message has originated from an External Source. Please use proper judgment and caution when
opening attachments, clicking links, or responding to this email.
Yes sorry those should be Aurora.
On Tue, Nov 5, 2024 at 12:59 PM Betsy Brown <bbrown@southburlingtonvt.gov> wrote:
Hi Brad,
The applications for 125 & 127 Aurora Road say Orleans Road on them. For the record, can you confirm
that this is a type and that the permits are for Aurora Road?
Thanks,
-Betsy
Betsy Brown
Planning & Zoning
Assistant
Acting Administrative
Officer
City of South Burlington
180 Market Street
South Burlington, VT
05403
(802) 846-4106
www.sbvt.gov [sbvt.gov]
Property Owners Name:JJJ South Burlington
Property Location:125 Aurora Road
Amount:22,100.61 Payment Type:chks #918 & 922 Date:10/22/2024
CodeZoning Permit (New Residential)ZP-24-366 zp Recording fee 13.00$
plus
2700 0.45$ per sq. ft. 1,215.00$
plus
1200 0.20$ per sq. ft. 240.00$
plus
2 50.00$ per bay 100.00$
plus
After-the fact of 50% [no NOV] or 100% [NOV] -$
Zoning Permit Total 1,568.00$
Sewer Allocation Fee WWA-24-155 #204 234.15 g.p.d x 16.17$ 3,786.21$
Bartlett Bay
Airport Parkway
Impact Fee Administration Fee #248 100.00$ per application 100.00$
School Impact Fee #222S 4 bedrroms 12,353.51$
Recreation Impact Fee #220 1,665.08$ per unit 1,665.08$
South Village Recreation Impact Fee #243 per unit -$
Road Impact Fee #221 641.66$ per unit 641.66$
Cider Mill Impact Fee* *See #SD-18-28 #213 1,000.00$ per unit 1,000.00$
Fire Impact Fee #203 -$
Police Impact Fee #222 496.45$ per unit 496.45$
Dorset Street Waterline Fee #230 $426.70 per unit 426.70$
Sewer Connection Inspection WWC-24-59 ww 63.00$ per connection 63.00$
Total (Impact Fees + Permit) 22,100.61$
Planning & Zoning Invoice
Residential Impact & Permit Fees
garage bay(s) at
Amount Due
sq. ft building at
sq. ft unfinished basement at
45
'
-
0
"
2'
-
0
"
18' - 6 1/2"21' - 5 1/2"21' - 5 1/2"18' - 6 1/2"
19' - 0"20' - 7"10"20' - 7"19' - 0"
12
'
-
6
"
5'
-
0
"
2'
-
0
"
22
'
-
0
"
25
'
-
0
"
2'
-
0
"
10' - 0"8' - 4"21' - 8"21' - 8"8' - 4"10' - 0"
GARAGE SLAB
ON GRADE
OPEN BASEMENT
UNFINISHED
SPACE
GARAGE SLAB
ON GRADE
OPEN BASEMENT
UNFINISHED
SPACE
PORCH ABOVE PORCH ABOVE
7'-11"x7'-6"
MECHANICAL
ROOM W/ 2x4
WALLS & DOOR
(4) PRECAST
PORCH PIERS
(4) PRECAST
PORCH PIERS
UTILITIES
COMING FROM
STREET IN THIS
APPROX. LOCATION
UTILITIES
COMING FROM
STREET IN THIS
APPROX. LOCATION
CONSTRUCTION NOTES:
10" THICK x 20" WIDE TYPICAL FOOTING
8" THICK, 9'-2" TALL FOUNDATION WALLS
BASEMENT TO HAVE TWO MECHANICAL
ROOMS AS SHOWN - GWB FINISH ON EXTERIOR
OF MECHANICAL ROOM WALLS
BASEMENT WALL INSULATION = R21 3" POLYISO
INSULATION BOARD (SAME AS STREAMSIDE)
(1) BILCO EGRESS WELL PER UNIT
BASEMENT IS UNFINISHED
BASEMENT STAIRS ARE UNFINISHED
RADON PIPE UNDERSLAB BY PLUMBING TRADE
ALL ESCAPE WINDOW SILLS SHALL NOT BE MORE THAN 44"
3' - 5"14' - 3"
8'
-
0
"
45
'
-
0
"
8'
-
0
"
CONTRACTOR TO VERIFY
STAIRS UP
16R @ 7.28"
15T @ 10"
19' - 0"
8'
-
0
"
19' - 0"
17' - 0"17' - 0"
2'
-
0
"
DECK ABOVE
(AT GRADE)
DECK ABOVE
(AT GRADE)
9' - 5 1/2"12' - 0"12' - 0"9' - 5 1/2"
EGRESS4646 EGRESS46468'
-
0
"
GARAGE DOOR CUTS
ADDITIONAL
1-1/2" ON EA. SIDE
FOR FRAMING
2' - 7"16' - 3"2' - 10"2' - 7"16' - 3"2' - 10"
ROUGH-IN
PLUMBING ONLY
UNLESS SPECIFIED
OTHERWISE
7'-11"x7'-6"
MECHANICAL
ROOM W/ 2x4
WALLS & DOOR
3' - 5"14' - 3"
CONTRACTOR TO VERIFY
STAIRS UP
16R @ 7.28"
15T @ 10"
ROUGH-IN
PLUMBING ONLY
UNLESS SPECIFIED
OTHERWISE
WINDOW WELL
BY CONTRACTOR
PER NFPA 101 SEC.
24.2.2.3.3 (4)
EGRESS WINDOW
SILL(S) NOT TO
BE HIGHER THAN
44" ABOVE FLOOR
(TYP.)
WINDOW WELL
BY CONTRACTOR
PER NFPA 101 SEC.
24.2.2.3.3 (4)
EGRESS WINDOW
SILL(S) NOT TO
BE HIGHER THAN
44" ABOVE FLOOR
(TYP.)
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT:
SHEET TITLE:
TH
I
S
D
R
A
W
I
N
G
I
S
T
H
E
PR
O
P
E
R
T
Y
O
F
G
4
D
E
S
I
G
N
ST
U
D
I
O
S
,
L
L
C
A
N
D
I
S
N
O
T
T
O
BE
C
O
P
I
E
D
,
R
E
P
R
O
D
U
C
E
D
,
O
R
TH
E
C
O
N
T
E
N
T
T
H
E
R
E
O
F
U
S
E
D
,
IN
W
H
O
L
E
O
R
I
N
P
A
R
T
,
WI
T
H
O
U
T
T
H
E
P
R
I
O
R
W
R
I
T
T
E
N
CO
N
S
E
N
T
O
F
S
T
E
V
E
G
U
I
L
D
1/4" = 1'-0"
9/
2
6
/
2
0
2
4
1
1
:
0
0
:
5
7
A
M
A-1
BASEMENT
PLAN
DO
U
S
E
V
I
C
Z
12
5
,
1
2
7
A
U
R
O
R
A
G4
G4
9/24/2024
EDGE WD.
SO
U
T
H
B
U
R
L
I
N
G
T
O
N
,
V
E
R
M
O
N
T
OPTION
#1B
1/4" = 1'-0"1 BASEMENT PLAN
DINING
HARDWOOD
KITCHEN
HARDWOOD
LIVING
HARDWOOD
MASTER
BATH
TILE
PA
N
T
R
Y
CL
O
S
E
T
ENTRY
HARDWOOD
COVERED PORCH
COMPOSITE DECKING
OPEN DECK
COMPOSITE DECKING
DINING
HARDWOOD
KITCHEN
HARDWOOD
LIVING
HARDWOOD
MASTER
BATH
TILE
PA
N
T
R
Y
CL
O
S
E
T
ENTRY
HARDWOOD
COVERED PORCH
COMPOSITE DECKING
OPEN DECK
COMPOSITE DECKING
DH
3
0
6
0
CS
F
4
0
4
6
DH
3
0
6
0
DH
3
0
6
0
30
6
8
3068
2668
3068
CS3040DH3060-2W
DH
3
0
6
0
CS
F
4
0
4
6
DH
3
0
6
0
DH
3
0
6
0
3068
2668
50
6
8
3068
CS3040 DH3060-2W
30
6
8
16' x 8' O.H.D.16' x 8' O.H.D.
17' - 0"46' - 0"17' - 0"
4' - 1 3/8"9 1/4"4' - 1 3/8"5' - 0"8' - 6 1/2"5' - 0"
80' - 0"
DH3060-2W DH3060-2W
6'
-
5
1
/
2
"
2'
-
0
"
8'
-
0
"
3'
-
8
"
5'
-
1
1
"
3'
-
3
"
22
'
-
6
1
/
2
"
TWO CAR
GARAGE
TWO CAR
GARAGE
2' - 4 1/2"3' - 8"3' - 8"
CL
S
T
.
W.I.C.
CARPET
MUDROOM
TILE
BENCH
HALLWAY
TILE
21
0
6
8
2668
30
6
8
2668
3068
CL
S
T
.
W.I.C.
CARPET
MUDROOM
TILE
BENCH
HALLWAY
TILE
21
0
6
8
2668
30
6
8
2668
3068
30
6
8
30
6
8
VSB30 VSB30GAS & ELEC.
WASH/DRY
TILE
GAS & ELEC.
WASH/DRY
TILE
CONSTRUCTION NOTES:
2x6 EXTERIOR WALLS R12
ZIP SHEATHING TO COMPLY w/ VT ENERGY CODE
R21 EXTERIOR WALL INSULATION
R21 CLOSED CELL FOAM AT BOX
PLATES R60 ATTIC INSULATION
R30 FLOOR INSULATION
SOUND PROOFING ACOUSTICAL
INSULATION AT WALL BETWEEN
DUPLEX UNITS
FLOOR FINISHES AS INDICATED
ON PLANS
DOOR AND WINDOW SIZES AS
INDICATED ON PLANS
KITCHEN APPLIANCE PACKAGE
WILL BE SAME AS TYPICAL
STREAMSIDE PACKAGE
GAS CONNECTION FOR WASHER
GAS CONNECTION FOR RANGE/OVEN
GARAGE DOOR TYPICAL OF STREAMSIDE
HARVEY WINDOWS WITH BLACK
EXTERIOR, WHITE INTERIOR TYPICAL
OF STREAMSIDE
EXTERIOR DOORS ARE THERMATRU
FIBERGLASS, TYPICAL OF STREAMSIDE
CLASSIC GRANITE COUNTER-TOPS,
TYPICAL OF STREAMSIDE
KITCHEN CABINETS TYPICAL
OF STREAMSIDE
(MID CONTIGENT SIGNATURE SERIES)
CULTURED MARBLE TOPS FOR BATHROOM
VANITIES
1/2 BATH TO HAVE BATH VANITY
MASTER BATH SHOWER TO HAVE
FIBERGLASS SHOWER PAN, TILE SURROUND,
GLASS DOORS, TYPICAL OF STREAMSIDE
ALL CLOSETS TO HAVE WHITE WIRE
SHELVING
LIGHT FIXTURES TYPICAL OF STREAMSIDE
MECHANICAL SYSTEM TYPICAL
OF STREAMSIDE (YORK LX FURNACE, YORK
CONDENSER, BRADFORD 50 GAL WATER HEATER)
PLUMBING FIXTURES TYPICAL OF STREAMSIDE
WINDOW & DOOR TAGS AS FOLLOWED:
CS MEANS CASEMENT
CSF MEANS FRENCH CASEMENT
DH MEANS DOUBLE-HUNG
S OR SL MEANS SLIDER
4046 MEANS 4'-0" WIDE by 4'-6" HEIGHT
8'
-
0
"
3'
-
0
"
10
'
-
0
"
14
'
-
0
"
11
'
-
6
"
6'
-
6
"
8'
-
0
"
8'
-
0
"
3'
-
0
"
10
'
-
0
"
14
'
-
0
"
11
'
-
6
"
6'
-
6
"
8'
-
0
"
50
6
8
S6068DH3060S6068DH3060
5' - 0"8' - 6 1/2"5' - 0"9' - 5 1/2"7' - 6"9' - 5 1/2"7' - 6"
6'
-
5
1
/
2
"
2'
-
0
"
8'
-
0
"
5'
-
1
1
"
3'
-
3
"
22
'
-
6
1
/
2
"
2' - 4 1/2"3' - 8"20' - 7 3/8"9 1/4"20' - 7 3/8"
22
'
-
0
"
22
'
-
0
"
5' - 0"5' - 0"8' - 6 1/2"5' - 0"5' - 0"8' - 6 1/2"
5' - 6"3' - 8"
3' - 9"4' - 5 3/8"2' - 1"
11
'
-
1
1
1
/
2
"
5' - 6"3' - 8"
3' - 9"4' - 5 3/8"
11
'
-
1
1
1
/
2
"
2' - 1"
3'
-
6
"
6'
-
0
"
14
'
-
5
1
/
2
"
1/2 BATH
TILE
3'
-
6
"
6'
-
0
"
14
'
-
5
1
/
2
"
1/2 BATH
TILE
6'
-
0
"
6'
-
0
"
45
'
-
0
"
CONTRACTOR TO VERIFY
STAIRS UP
16R @ 7.57"
15T @ 10"
CONTRACTOR TO VERIFY
STAIRS UP
16R @ 7.57"
15T @ 10"
11' - 11"11' - 11"
REQUIREMENTS PER SO. BURLINGTON FIRE MARSHALL
1. ANY FIRE, SMOKE BARRIERS, AND INTERIOR FINISHES
WILL BE MAINTAINED, RECONSTRUCTED OR INSTALLED
PER IBC AND NFPA REQUIREMENTS FOR THE OCCUPANY USE
GROUP (NFPA 1). ALL PENETRATIONS BETWEEN FLOORS,
ATTICS, AND /OR BASEMENTS SHALL BE FIRE STOPPED
WITH FIRE/SMOKE PENETRATION CAULKING/SEALANTS
SHALL BE RED IN COLOR FOR EASE OF IDENTIFICATION.
ALL FIRE WALLS AND SMOKE BARRIERS SHALL BE CLEARLY
STENCILED ABOVE THE CEILING PURSUANT TO IBC AND
NFPA REQUIREMENTS. FOAM FIRE BLOCKING IS PROHIBITED
2. IF THE BASEMENT IS TO BE FINISHED, THE FURNACE AREA
SHALL BE PROTECTED BY SEPARATE FIRE RATED COMPARTMENT
(CEILING INCLUDED), OR BY LIMITED AREA SPRINKLER HEAD
OVER/BY APPLIANCE, INSTALLED BY LICENSED PROFESSIONAL
3. THE BACKSIDE OF BASEMENT STAIRS AND LANDING(S) SHALL
BE PROTECTED BY 5/8" SHEETROCK AND TAPED WITH A MINIMUM
OF ONE COAT.
4. ALL ESCAPE WINDOW SILLS SHALL NOT BE MORE THAN 44"
5. PHOTO SMOKE/CO2 DETECTORS SHALL BE INSTALLED PER
SBFPFSO, AND BE HARD WIRED, INTERCONNECTED TO ALL
DETECTION WITHIN THE DWELLING UNIT
6. SERVICE DOORS FROM DWELLING TO GARAGE SHALL BE
A MINIMUM OF A 45 MINUTE FIRE-RATED DOOR WITH A
SELF-CLOSING/LATCHING DOOR LEAF
7. ALL ELECTRICAL REQUIRES A SEPERATE SUB TRADE WORK
PERMIT/WORK NOTICE ISSUED BY THE SBFD ELECTRICAL
INSPECTOR. ALL ELECTRICAL TRADES PERSONS SHALL HAVE
VALID STATE ELECTRICAL LICENSES
8. ALL PLUMBING WORK REQUIRES A SEPERATE SUB TRADE WORK
PERMIT/WORK NOTICE ISSUED BY DFS-WILLISTON.
ALL PLUMBING TRADES PERSONS SHALL HAVE VALID STATE
PLUMBING LICENSES
9. CONSTRUCTION DUMPSTER(S) SHALL BE LOCATED A MINIMUM
OF 10 FEET FROM ANY COMBUSTIBLE OR OPEN SURFACE OF THE
BUILDING. DUMPSTERS SHALL NOT OBSTRUCT EGRESS
10. NO SMOKING IS ALLOWED WITHIN 10 FEET OF THE BUILDING
11. THE BUILDING SHALL BE IN COMPLIANCE WITH NFPA 241
DURING CONSTRUCTION
12. THE BUILDING SHALL ADDRESS NUMBERS PLACED IN A POSITION
TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. THE NUMBERS SHALL BE IN HIGH CONTRAST
WITH THEIR BACKGROUND PER NFPA 1 (2015) AND THE CITY ORDINANCES
13. A 1A-10BC FIRE EXTINGUISHER SHALL BE INSTALLED IN THE KITCHEN
IN PLAIN VIEW.
UL# V324 1HR FIRE RATED
WALL ASSEMBLY
MASTER
BEDROOM
HARDWOOD
MASTER
BEDROOM
HARDWOOD
HW
STAIRS
HW
STAIRS
FI
R
E
P
L
A
C
E
5'
-
0
"
5'
-
6
"
FI
R
E
P
L
A
C
E
5'
-
0
"
5'
-
6
"
3'
-
8
"
1' - 6"1' - 6"
19' - 0"21' - 0"21' - 0"19' - 0"
"TRADITIONAL
MANTLE"
PER OWNER
FIRST FLOOR SQFT
1,354 w/o garage
FIRST FLOOR SQFT
1,354 w/o garage
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT:
SHEET TITLE:
TH
I
S
D
R
A
W
I
N
G
I
S
T
H
E
PR
O
P
E
R
T
Y
O
F
G
4
D
E
S
I
G
N
ST
U
D
I
O
S
,
L
L
C
A
N
D
I
S
N
O
T
T
O
BE
C
O
P
I
E
D
,
R
E
P
R
O
D
U
C
E
D
,
O
R
TH
E
C
O
N
T
E
N
T
T
H
E
R
E
O
F
U
S
E
D
,
IN
W
H
O
L
E
O
R
I
N
P
A
R
T
,
WI
T
H
O
U
T
T
H
E
P
R
I
O
R
W
R
I
T
T
E
N
CO
N
S
E
N
T
O
F
S
T
E
V
E
G
U
I
L
D
1/4" = 1'-0"
9/
2
6
/
2
0
2
4
1
1
:
0
1
:
0
1
A
M
A-2
FIRST
FLOOR PLAN
DO
U
S
E
V
I
C
Z
12
5
,
1
2
7
A
U
R
O
R
A
G4
G4
9/24/2024
EDGE WD.
SO
U
T
H
B
U
R
L
I
N
G
T
O
N
,
V
E
R
M
O
N
T
OPTION
#1B
1/4" = 1'-0"1 FIRST FLOOR PLAN
BEDROOM #3
CARPET
W.I.C.
CARPET
HALLWAY
HARDWOOD
BEDROOM #1
CARPET
BEDROOM #2
CARPET W.I.C.
CARPET
ATTIC
BEDROOM #3
CARPET
W.I.C.
CARPET
HALLWAY
HARDWOOD
BEDROOM #1
CARPET
BEDROOM #2
CARPETW.I.C.
CARPET
15
'
-
3
"
2'
-
0
"
15
'
-
3
"
14' - 7"4' - 1 1/2"
5' - 0"9' - 0"5' - 0"6' - 0"12' - 0"6' - 0"12' - 0"6' - 0"5' - 0"9' - 0"5' - 0"
80' - 0"
43
'
-
0
"
2668
21
0
6
8
3068
DH3050-2W
30
6
8
3068
3068
DH3050-2W
2668
DH3050-2W
3068
3068
DH3050-2W
DH3050-2W DH3050-2W
11
'
-
1
1
"
CS
3
0
3
0
30
6
8
3068
CS
3
0
3
0
INSULATED
SOUND PROOFING
ACCOUSTICAL INSULATION
(BASE SCOPE)
SOUND PROOFING
ACCOUSTICAL INSULATION
(BASE SCOPE)
CONSTRUCTION NOTES:
BLUE SHOWS EXTENT OF
EXTERIOR ENVELOPE FOR
BASE SCOPE
GREEN SHOWS THE ADD-
ALTERNATIVE INSULATION
SCOPE
THE BONUS ROOM ITEMS
SHOULD BE BROKEN OUT
IN SUBCONTRACTOR'S
PROPOSAL
THE DOORS INTO THE BONUS
ROOM AND THE BONUS ROOM
CLOSET DOOR SHOULD BE
INSULATED AS THESE ARE
EXTERIOR ENVELOPE
WHITE WIRE SHELVING IN
ALL CLOSETS
FIBERGLASS TUB/SHOWER COMBO
15
'
-
3
"
13' - 6 1/2"5' - 2"
15
'
-
3
"
2'
-
0
"
15
'
-
3
"
14' - 7"
43
'
-
0
"
11
'
-
1
1
"
24
'
-
8
1
/
4
"
18
'
-
3
3
/
4
"
24
'
-
8
1
/
4
"
18
'
-
3
3
/
4
"
14' - 7"14' - 7"
13' - 6 1/2"5' - 2"
15
'
-
3
"
3' - 8"
3'
-
8
"
3'
-
3
1
/
2
"
5'
-
4
1
/
2
"
6'
-
0
"
W.I.C.
CARPET
3' - 8"
15
'
-
3
"
3' - 8"
3'
-
8
"
3'
-
3
1
/
2
"
5'
-
4
1
/
2
"
6'
-
0
"
W.I.C.
CARPET
21' - 0"21' - 0"
REQUIREMENTS PER SO. BURLINGTON FIRE MARSHALL
1. ANY FIRE, SMOKE BARRIERS, AND INTERIOR FINISHES
WILL BE MAINTAINED, RECONSTRUCTED OR INSTALLED
PER IBC AND NFPA REQUIREMENTS FOR THE OCCUPANY USE
GROUP (NFPA 1). ALL PENETRATIONS BETWEEN FLOORS,
ATTICS, AND /OR BASEMENTS SHALL BE FIRE STOPPED
WITH FIRE/SMOKE PENETRATION CAULKING/SEALANTS
SHALL BE RED IN COLOR FOR EASE OF IDENTIFICATION.
ALL FIRE WALLS AND SMOKE BARRIERS SHALL BE CLEARLY
STENCILED ABOVE THE CEILING PURSUANT TO IBC AND
NFPA REQUIREMENTS. FOAM FIRE BLOCKING IS PROHIBITED
2. IF THE BASEMENT IS TO BE FINISHED, THE FURNACE AREA
SHALL BE PROTECTED BY SEPARATE FIRE RATED COMPARTMENT
(CEILING INCLUDED), OR BY LIMITED AREA SPRINKLER HEAD
OVER/BY APPLIANCE, INSTALLED BY LICENSED PROFESSIONAL
3. THE BACKSIDE OF BASEMENT STAIRS AND LANDING(S) SHALL
BE PROTECTED BY 5/8" SHEETROCK AND TAPED WITH A MINIMUM
OF ONE COAT.
4. ALL ESCAPE WINDOW SILLS SHALL NOT BE MORE THAN 44"
5. PHOTO SMOKE/CO2 DETECTORS SHALL BE INSTALLED PER
SBFPFSO, AND BE HARD WIRED, INTERCONNECTED TO ALL
DETECTION WITHIN THE DWELLING UNIT
6. SERVICE DOORS FROM DWELLING TO GARAGE SHALL BE
A MINIMUM OF A 45 MINUTE FIRE-RATED DOOR WITH A
SELF-CLOSING/LATCHING DOOR LEAF
7. ALL ELECTRICAL REQUIRES A SEPERATE SUB TRADE WORK
PERMIT/WORK NOTICE ISSUED BY THE SBFD ELECTRICAL
INSPECTOR. ALL ELECTRICAL TRADES PERSONS SHALL HAVE
VALID STATE ELECTRICAL LICENSES
8. ALL PLUMBING WORK REQUIRES A SEPERATE SUB TRADE WORK
PERMIT/WORK NOTICE ISSUED BY DFS-WILLISTON.
ALL PLUMBING TRADES PERSONS SHALL HAVE VALID STATE
PLUMBING LICENSES
9. CONSTRUCTION DUMPSTER(S) SHALL BE LOCATED A MINIMUM
OF 10 FEET FROM ANY COMBUSTIBLE OR OPEN SURFACE OF THE
BUILDING. DUMPSTERS SHALL NOT OBSTRUCT EGRESS
10. NO SMOKING IS ALLOWED WITHIN 10 FEET OF THE BUILDING
11. THE BUILDING SHALL BE IN COMPLIANCE WITH NFPA 241
DURING CONSTRUCTION
12. THE BUILDING SHALL ADDRESS NUMBERS PLACED IN A POSITION
TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. THE NUMBERS SHALL BE IN HIGH CONTRAST
WITH THEIR BACKGROUND PER NFPA 1 (2015) AND THE CITY ORDINANCES
13. A 1A-10BC FIRE EXTINGUISHER SHALL BE INSTALLED IN THE KITCHEN
IN PLAIN VIEW.
LINEN CL.
W.I.C.
CARPET
LINEN CL.
2'
-
0
"
11
'
-
6
"
7'
-
0
"
11
'
-
9
1
/
2
"
2'
-
0
"
11
'
-
6
"
7'
-
0
"
11
'
-
9
1
/
2
"
W.I.C.
CARPET
PK
T
2
6
6
8
BATHROOM
TILE
5'
T
/
S
U
N
I
T
PK
T
2
6
6
8
BATHROOM
TILE
5'
T
/
S
U
N
I
T
4068
6'
-
2
"
5'
-
5
1
/
2
"
3' - 7 1/2"3' - 8"
5'
-
1
"
4'
-
2
"
6' - 6 1/2"
2'
-
1
"
6'
-
2
"
5'
-
5
1
/
2
"
3' - 7 1/2"
5'
-
1
"
4'
-
2
"
6' - 6 1/2"
2'
-
1
"
4' - 1 1/2"
9' - 6"9' - 6"42' - 0"9' - 6"9' - 6"
3068
26
6
8
3068
26
6
8
3068
13
'
-
6
"
13
'
-
6
"
6' - 2"14' - 6 1/2"14' - 6 1/2"6' - 2"
INSULATED
15
'
-
3
"
4068
30
6
8
30
6
8
6' - 0"6' - 0"6' - 0"6' - 0"
SECOND FLOOR SQFT
1,337 SQFT w/o stair opening
SECOND FLOOR SQFT
1,337 SQFT w/o stair opening
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT:
SHEET TITLE:
TH
I
S
D
R
A
W
I
N
G
I
S
T
H
E
PR
O
P
E
R
T
Y
O
F
G
4
D
E
S
I
G
N
ST
U
D
I
O
S
,
L
L
C
A
N
D
I
S
N
O
T
T
O
BE
C
O
P
I
E
D
,
R
E
P
R
O
D
U
C
E
D
,
O
R
TH
E
C
O
N
T
E
N
T
T
H
E
R
E
O
F
U
S
E
D
,
IN
W
H
O
L
E
O
R
I
N
P
A
R
T
,
WI
T
H
O
U
T
T
H
E
P
R
I
O
R
W
R
I
T
T
E
N
CO
N
S
E
N
T
O
F
S
T
E
V
E
G
U
I
L
D
1/4" = 1'-0"
9/
2
6
/
2
0
2
4
1
1
:
0
1
:
0
5
A
M
A-3
SECOND
FLOOR PLAN
DO
U
S
E
V
I
C
Z
12
5
,
1
2
7
A
U
R
O
R
A
G4
G4
9/24/2024
EDGE WD.
SO
U
T
H
B
U
R
L
I
N
G
T
O
N
,
V
E
R
M
O
N
T
OPTION
#1B 1/4" = 1'-0"1 SECOND FLOOR PLAN
First Floor
412' - 5 1/2"
First Floor TP421' - 6 5/8"
Second Floor
422' - 6 5/8"
Second Floor TP430' - 7 3/4"
Garage Slab
411' - 0"
8'
-
1
1
/
8
"
1'
-
0
"
9'
-
1
1
/
8
"
9'
-
0
"
10"
12"
10"
12"
3:12 PITCH STANDING
SEAM ROOF
7.5:12 SLOPE 7.5:12 SLOPE
10"
12"
10"
12"
Pre-Con. Grade
410' - 0"
25
'
-
7
"
+
/
-
First Floor
412' - 5 1/2"
First Floor TP
421' - 6 5/8"
Second Floor422' - 6 5/8"
Second Floor TP
430' - 7 3/4"
9'
-
1
1
/
8
"
1'
-
0
"
8'
-
1
1
/
8
"
10"
12"
10"
12"
7.5:12 SLOPE
10"
12"
10"
12"
Pre-Con. Grade
410' - 0"
HG
H
T
.
T
O
M
I
D
P
O
I
N
T
O
F
R
O
O
F
25
'
-
7
"
+
/
-
First Floor
412' - 5 1/2"
First Floor TP
421' - 6 5/8"
Second Floor422' - 6 5/8"
Second Floor TP
430' - 7 3/4"
3"
12"
7 1/2"
12"
6"
12"
Pre-Con. Grade
410' - 0"
25
'
-
7
"
+
/
-
First Floor
412' - 5 1/2"
First Floor TP
421' - 6 5/8"
Second Floor
422' - 6 5/8"
Second Floor TP430' - 7 3/4"
Garage Slab
411' - 0"
3"
12"
7 1/2"
12"
6"
12"
Pre-Con. Grade
410' - 0"
25
'
-
7
"
+
/
-
SHEET TITLE:THIS DRAWING IS THE PROPERTY
OF G4 DESIGN STUDIOS, LLC AND
IS NOT TO BE COPIED,
REPRODUCED, OR THE CONTENT
THEREOF USED, IN WHOLE OR IN
PART, WITHOUT THE PRIOR
WRITTEN CONSENT OF STEVE
GUILD
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT:
9/
2
6
/
2
0
2
4
1
1
:
0
1
:
1
9
A
M
3/16" = 1'-0"A-4EXTERIOR
ELEVATIONSDOUSEVICZ
125, 127 AURORA
G4
G4
9/24/2024
EDGE WD.SOUTH BURLINGTON, VERMONT
OPTION
#1B
3/16" = 1'-0"1 FRONT ELEVATION
3/16" = 1'-0"2 REAR ELEVATION
3/16" = 1'-0"4 LEFT ELEVATION
3/16" = 1'-0"3 RIGHT ELEVATION