HomeMy WebLinkAboutZP-23-385 - 0069 Russet Road 11/22/2023ZP-23-385
10/06/2023 1,356.50 SEQ NR
single family home
SD-18-28 11/26/18
11/22/2023
11/21/202412/07/2023
(Acting)
Property Owners Name:JJJ South Burlington
Property Location:69 Russett Road
Amount:13,721.39 Payment Type:check #0766 Date:10/6/2023
Code
Zoning Permit (New Residential)ZP-23-385 zp Recording fee 13.00$
plus
2256 0.45$ per sq. ft. 1,015.20$
plus
1141 0.20$ per sq. ft. 228.20$
plus
2 50.00$ per bay 100.00$
plus
After-the fact of 50% [no NOV] or 100% [NOV] -$
Zoning Permit Total 1,356.40$
Sewer Allocation Fee WWA-23-160 #204 234.52 g.p.d x 14.57$ 3,416.96$
Bartlett Bay
x Airport Parkway
Impact Fee Administration Fee #248 100.00$ per application 100.00$
School Impact Fee #222S 4,258.35$
Recreation Impact Fee #220 1,665.08$ per unit 1,665.08$
South Village Recreation Impact Fee #243 per unit -$
Road Impact Fee #221 954.51$ per unit 954.51$
Cider Mill Impact Fee* *See #SD-18-28 #213 1,000.00$ per unit 1,000.00$
Fire Impact Fee #203 -$
Police Impact Fee #222 496.80$ per unit 496.80$
Dorset Street Waterline Fee #230 $410.29 per unit 410.29$
Sewer Connection Inspection WW-23-60 ww 63.00$ per connection 63.00$
Total (Impact Fees + Permit) 13,721.39$
Planning & Zoning Invoice
Residential Impact & Permit Fees
garage bay(s) at
Amount Due
sq. ft building at
sq. ft unfinished basement at
SCALE:
PROJECT:
DATE:
DRAWN BY:
CHECKED BY:
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 GUILDFOR REVIEW
NOT FOR CONSTRUCTION
SHEET SIZE:9/14/2023 11:05:24 AMA100
COVER
SHEET
123DOUSEVICZ69 Russet9/14/23
G4
G4VERMONTANSI B 11"x17"
GENERAL NOTES:
1) WINDOW HEADS @ 8'-0" A.F.F. ON FIRST UNLESS OTHERWISE DIMENSIONED
2) WINDOW HEADS @ 7'-0" A.F.F. ON SECOND UNLESS OTHERWISE DIMENSIONED
3) VERIFY SIZE, LOCATION & MATERIAL OF FIREPLACE PRIOR TO CONSTRUCTION
4) DWGS ARE INCOMPLETE UPON OWNERS REQUEST.
G4 DESIGN STUDIOS IS NOT LIABLE FOR ERRORS OR OMISSION THAT MAY OCCUR IN THE DRAWING SET
5) CONTRACTOR TO COORDINATE WITH OWNER FOR TRANSOMS ABOVE INTERIOR DOORS
6) UNLESS NOTED OTHERWISE ALL INTERIOR WALLS TO BE 2X4 @ 16" O/C
7) ROOF SYSTEM TO BE DESIGNED BY TRUSS MANUFACTURER & SHOPS TO BE REVIEWED BY CONTRACTOR
8) FRAMING SYSTEMS TO BE DESIGNED BY STRUCTURAL TEAM
9) G4 DESIGN STUDIOS NOT RESPONSIBLE FOR VERMONT RESIDENTIAL ENERGY CODE DRAWINGS ARE FOR DESIGN PURPOSES ONLY
10) WINDOWS TAGS:
2650 MEANS 2'-6" WIDE BY 5'-0" HIGH WINDOW
CS MEANS CASEMENT
DH MEANS DOUBLE-HUNG
2W MEANS TWO UNITS MULLED TOGETHER
FX MEANS FIXED
AWN MEANS AWNING
11) DOOR TAGS:3068 MEANS 3'-0" WIDE BY 6'-8" HIGH DOOR
PKT MEANS POCKET
EXT MEANS EXTERIOR
FRT MEANS FRONT
ARCHITECTURAL NOTES:
ALL DIMENSIONS ARE TO FACE OF INTERIOR WALL STUD AND EXTERIOR WALL STUD. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT/DESIGNER.
PLUMBING FIXTURES, APPLIANCES, CABINETS AND LIGHTING FIXTURES TO BE DETERMINED BY OWNER.
CONTRACTOR TO COMPLY WITH LOCAL BUILDING CODES & VERMONT ENERGY CODES.
ALL BATHROOM WALLS & CEILINGS TO BE 1/2" MOISTURE RESISTANT GWB. BATHROOM WALLS TO BE SOUND INSULATED.
ALL HEADERS OVER OPENINGS TO BE SIZED BY CONTRACTOR.
G4 DESIGN STUDIOS IS NOT RESPONSIBLE FOR FRAMING DETAILS, STRUCTURAL DETAILS, FINISH WORK, MILLWORK, WEATHER TIGHT
CONSTRUCTION, FINISH GRADING OR CONCRETE WORK.
GENERAL CONTRACTOR TO COORDINATE WITH CONCRETE CONTRACTOR AND OWNER FOR PENETRATIONS THROUGH CONCRETE SLAB.
IF OWNER/CONTRACTOR MAKE CHANGES DURING THE CONSTRUCTION PROCESS WITHOUT WRITTEN AUTHORIZATION FROM G4 DESIGN
STUDIOS (G4). G4 IS NOT LIABLE FOR ERRORS OR OMISSIONS THAT MAY OCCUR DURING CONSTRUCTION.
OWNER TO SELECT WINDOW MANUFACTURER, VERIFY WITH OWNER PRIOR TO ORDERING WINDOWS.
GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR HVAC SYSTEM.
GENERAL CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR & OWNER FOR LOCATIONS OF OUTLETS, LIGHTING FIXTURES,
CABLE, INTERNET & LIGHT SWITCH LOCATIONS.
2020 VERMONT RESIDENTIAL BUILDING ENERGY STANDARDS:
NEW CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING VALUES (BASED ON HERS COMPLIANCE)
AIR LEAKAGE LESS THAN OR = 3 ACH50SLAB INSULATION = UNHEATED R-10, HEATED R-15
BASEMENT/FOUNDATION WALLS = R-15 CONTINOUS / R-19 CAVITY
FLOORS = R30
WINDOWS/SKYLIGHTS = U-.30/U-.55
ABOVE GRADE FRAMED WALLS = R-20 CAVITY OR R-13 CAVITY + R-5 CONTINOUS
CEILINGS =R49
CONTRACTOR TO COMPLY WITH LISTED THERMAL VALUES AND WITH ALL ADDITIONAL REQUIREMENTS OF THE 2020 VTRBES
40' - 0"
40' - 0"54' - 0"8' - 0"22' - 0"22' - 0"12' - 8"12' - 6 1/2"20' - 6"3' - 8 1/2"8' - 3"34' - 9"HOP301824' - 0"16' - 0"32' - 0"SLAB ON GRADE
FINISHED
BASEMENT
GARAGE DOOR CUTCOORDINATE
W/ CONTRACTOR
CONTRACTOR
TO VERIFY
STAIRS UP
16R @ 7.5" (7.75” MAX)
15T @ 10" (10” MIN)
9' - 2" FOUNDATION
WALL PER CONTRACTOR
EGRESS WINDOW
SILL (S) NOT TO BE HIGHER
THAN 44" ABOVE FLOOR
FOOTING SIZED BY
ENGINEER OR G.C. (TYP.)
FOUNDATION NOTES:
CONTRACTOR TO COORDINATE WITH CONCRETE
CONTRACTOR FOR SIZE, TYPE & LOCATION OF ALL
REINFORCING IN FOUNDATION WALLS & FOOTINGS. G4 DESIGN STUDIOS IS NOT RESPONSIBLE FOR
FOUNDATION, FOOTINGS, SLAB & REINFORCING
FINISH GRADING TO BE DETERMINED BETWEEN
OWNER & CONTRACTOR OR CIVIL ENGINEER.
STEP UP 4", GARAGE FLOOR SLAB TO
TOP OF FOUNDATION WALL
SLOPE 1/4” PER 12”WINDOW WELL
BY CONTRACTOR
PER NFPA 101 SEC.
24.2.2.3.3 (4)8' - 6 1/2"MECHANICAL3' - 8 1/2"30688' - 0"5' - 0"43' - 0"14' - 0"PORCH
ABOVE4' - 6"18' - 0"22' - 0"30685' - 1"3' - 1"4' - 0"12' - 9"4' - 4 1/2"4' - 0"9' - 9"22' - 3"HOP3018SEWERWATER LINECONTRACTOR TO COORDINATE
SEWER & WATER LINE LOCATIONS THROUGH FOUNDATION
ONLY ROUGH-IN
3/4 BATH UNLESS SPECIFIED OTHERWISE
PORCH ABOVE BY CONTRACTOR
CONC. PIERS SIZED & LOCATED BY G.C.
PERIMETER FOOTING
DRAIN TO DAYLIGHT PER
CIVIL DWGS. (TYP.)INSIDE MIN.3' - 0"SL4646
11' - 4"2' - 1"4' - 0"10' - 4 1/2"
2' - 10 1/2"16' - 3"2' - 10 1/2"8' - 0"10' - 0"
HALLWAY &
STAIRS FINISHED
MAN-DOOR CUT
BASEMENT WALL SECTION
1/4" = 1' - 0"9' - 2"ANCHOR BOLTS ORFOUNDATION STRAPS
BY STRUCTURAL
INSULATE EXTERIOR FOUNDATION WALL
MINIMUM R20 CONTINOUS OR R13+10
BASEMENT FDN WALL BY STRUCTURALW/ SPRAY ON DAMPROOFING
4" FOOTING DRAIN TO DAYLIGHT
PER CIVIL ENGINEER
FOOTING W/ ANCHOR BOLTS
BY STRUCTURAL
TROWEL FINISH CONC. SLAB BY STRUCTURAL
ON COMPACTED CRUSHED STONE
& POLY VAPOR BARRIER
INSULATE UNDER SLAB: R-15, 4' OR R-10 PERIMETER W/
R 7.5 UNDER ENTIRE REST OF SLAB
SPRAY FOAM
R20 MINIMUM
SCALE:
PROJECT:
DATE:
DRAWN BY:
CHECKED BY:
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 GUILDFOR REVIEW
NOT FOR CONSTRUCTION
SHEET SIZE:
As indicated
9/14/2023 11:05:25 AMA101
BASEMENT
123DOUSEVICZ69 Russet9/14/23
G4
G4VERMONTANSI B 11"x17"
1/8" = 1'-0"1Basement
54' - 0"8' - 0"10' - 0"8' - 0"22' - 0"18' - 0"24' - 0"16' - 0"KITCHENTILE FLR.DINING
ROOMLIVING
ROOM
FIREPLACEGARAGE
2' - 6"3' - 6"2' - 0"5' - 4"
40' - 0"
11' - 7 1/2"4' - 4 1/2"
FIRST FLOOR W/O GARAGE = 1,441 SQFTISLAND6' - 5 1/2"5' - 0"6' - 6 1/2"3068
OH16080
CONTRACTORTO VERIFY
STAIRS UP
16R @ 7.57" (7.75" MAX)
15T @ 10" (10" MIN)16' - 0"3068
PRIMARY BATHROOM
PRIMARY BEDROOM
CATHEDRAL CEILING
PRIMARY CL.8' - 0"9' - 3"14' - 0"22' - 0"3068PKT-30683068
4' - 0"8' - 0"4' - 0"5' - 6"19' - 6"7' - 0"CS3040FX5026DH3050DH3050
SL60685' - 1"4' - 8 1/2"6' - 0"7' - 4"2' - 8"4' - 0"4' - 0"3' - 0"16' - 0"3' - 0"8' - 0"5' - 0"6' - 0"4' - 0"2' - 3"6' - 0"PANTRY
9' - 3 1/2"3' - 9"
PKT-3068
4068
EXT30703068MUDROOMREF5' - 0"8' - 6"4' - 0"4' - 0"2' - 6"
DH3060DH3060DH3060
DH3060
5' - 7 1/2"4' - 0"5' - 7 1/2"
EDGE OF
VAULT
CS3046SL60687' - 0"7' - 0"EXTERIOR
DECK
42" SILLS8' - 0"13' - 2 1/2"17' - 4"4' - 5 1/2"CS3046DH3060-2WSHWR
PORCH3' - 3"1/2
BATH.
4' - 0"5' - 6 1/2"BUILT-IN SHLVS3' - 6"EXT30683' - 0"19' - 0"BEDROOM #2
BEDROOM #1
18' - 0"7' - 4"7' - 4"7' - 4"4' - 0"7' - 6 1/2"CLOSET
W/D
SECOND FLOOR W/O BONUS SPACE = 815 SQFT SHAREDBATHROOM306830683068
3068
8' - 2"
CS4040 DH3060 (EGRESS)AWN302811' - 1 1/2"10' - 9"4' - 3"15' - 10"12' - 2"18' - 0"
12' - 5 1/2"5' - 3"
22' - 0"
3' - 8"3' - 8"4' - 10"4' - 0"5' - 1"5' - 7"135.00°BONUSSPACE
3' - 6"11' - 0"3' - 6"
CS3030CS3030
3' - 0"306860683068
CS3030-3W
9' - 0"9' - 0"
VOID
VOIDVOID 30684' - 0"
VAULTEDBELOW
7' HEAD HEIGHT14' - 0"10' - 0"23' - 0"7' - 0"1' - 1"14' - 2"13' - 4"
9' - 0 1/2"4' - 4 1/2"12' - 8"9' - 3"6' - 8 1/2"11' - 10"3' - 6"5' - 0"DH3050 (EGRS)CS3030-3W20' - 0"20' - 0"2' - 8"9' - 8 1/2"PKT-2868
4' - 2"6068
SCALE:
PROJECT:
DATE:
DRAWN BY:
CHECKED BY:
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 GUILDFOR REVIEW
NOT FOR CONSTRUCTION
SHEET SIZE:
1/8" = 1'-0"9/14/2023 11:05:26 AMA102
FLOORPLANS
123DOUSEVICZ69 Russet9/14/23
G4
G4VERMONTANSI B 11"x17"
1/8" = 1'-0"1FIRST FLOOR PLAN 1/8" = 1'-0"2SECOND FLOOR PLAN
First Floor
410' - 5 1/2"
First Floor TP
419' - 6 5/8"
Second Floor
420' - 6 5/8"
Second Floor TP
428' - 7 3/4"
DARK GREY 12" BOARD & BATTEN7' - 0"6" WHITE BEVEL
HORIZONTAL SIDING
6" WHITE BEVEL
HORIZONTAL SIDING
24" OVERHANG
SHINGLE ROOF
10
12
7
12
7
12 HD HGT.7' - 0"HD HGT.8' - 0"6" CORNER TRIM (TYP.)
METAL STANDING SEAMASPHALT SHINGLES
1' OVERHANG (TYP.)
DARK GREY 12"
BOARD & BATTEN
Avg. Existing Grade
408' - 0"BUILDING HEIGHT25' - 2" +/-10
12
First Floor
410' - 5 1/2"
First Floor TP
419' - 6 5/8"
Second Floor
420' - 6 5/8"
Second Floor TP
428' - 7 3/4"
VAULTED CEILING
10
12
10
12
HD HGT.8' - 0"HD HGT.7' - 0"HD HGT.8' - 0"TYP.
2' - 0"
POSSIBLE FUTURE
ROOF-LINE FOR
11'-6" WIDE
THREE-SEASON
PORCH
5"/12" PITCH
Avg. Existing Grade
408' - 0"BUILDING HEIGHT25' - 2" +/-SCALE:
PROJECT:
DATE:
DRAWN BY:
CHECKED BY:
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 GUILDFOR REVIEW
NOT FOR CONSTRUCTION
SHEET SIZE:
1/8" = 1'-0"9/14/2023 11:05:28 AMA103
NORTH &
SOUTH
123DOUSEVICZ69 Russet9/14/23
G4
G4VERMONTANSI B 11"x17"
1/8" = 1'-0"1South
1/8" = 1'-0"2North
First Floor
410' - 5 1/2"
First Floor TP
419' - 6 5/8"
Second Floor
420' - 6 5/8"
Second Floor TP
428' - 7 3/4"
6" WHITE BEVEL SIDING BOARD & BATTEN WRAP AROUND
CORNER 9'-2" HEIGHT
3
12
8
12
6
12
HD HGT.8' - 0"30" WOOD BRACKET
Avg. Existing Grade
408' - 0"
First Floor
410' - 5 1/2"
First Floor TP
419' - 6 5/8"
Second Floor
420' - 6 5/8"
Second Floor TP
428' - 7 3/4"HD HGT.7' - 0"HD HGT.8' - 0"6
12
8
12
30" WOOD BRACKET
Avg. Existing Grade
408' - 0"BUILDING HEIGHT25' - 2" +/-SCALE:
PROJECT:
DATE:
DRAWN BY:
CHECKED BY:
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 GUILDFOR REVIEW
NOT FOR CONSTRUCTION
SHEET SIZE:
1/8" = 1'-0"9/14/2023 11:05:30 AMA104
EAST &
WEST
123DOUSEVICZ69 Russet9/14/23
G4
G4VERMONTANSI B 11"x17"
1/8" = 1'-0"1East
1/8" = 1'-0"2West 6" WHITE BEVEL SIDING