HomeMy WebLinkAboutZP-24-335 - 0089 Daniel Drive 10/10/2024ZP-24-335
10/2/2024 1,144.10
single family home
R1 PRD
#SD-22-10A 01/19/2023
x 10/10/2024
(Acting)
10/26/2024 10/09/2025
x
VIA HAND‐DELIVERY
September 16, 2024
Betsy Brown
South Burlington Planning and Zoning
180 Market Street
South Burlington, VT 05403
Re: Zoning Permit Application 89 Daniel Drive, South Burlington, VT 05403
Betsy,
Further to Final Plat Permit SD‐22‐10A, enclosed please find a zoning permit application
for 89 Daniel Drive, South Burlington, Vermont 05403, Unit 35‐11 on the Final Plat/Site Plan
submitted as part of SD‐22‐10A. Also enclosed please find:
1. A Water Allocation Application;
2. A Wastewater Allocation Application.
3. A wastewater Connection Application.
4. A site plan of the applicable area of the proposed home.
5. An architectural drawing showing compliance with plans proposed and permitted in SD‐
22‐10A.
Regarding the height of the proposed structure, it is calculated per the approved
methodology and is listed on the zoning permit application as such.
Please contact us with any questions or concerns.
Sincerely,
Brandon Secl, Estimator
Property Owners Name:O'Brien Eastview
Property Location:89 Daniel Drive
Amount:11,250.55 Payment Type:check #2559 Date:10/2/2024
Code
Zoning Permit (New Residential)ZP-24-335 zp Recording fee 13.00$
plus
addition/alteration cost 5.00$ per $1,000 project cost -$
OR:
plus
1630 0.45$ per sq. ft. 733.50$
plus
1488 0.20$ per sq. ft. 297.60$
plus
2 50.00$ per bay 100.00$
After-the fact of 50% [no NOV] or 100% [NOV] -$
Zoning Permit Total 1,144.10$
Sewer Allocation Fee WWA-24-150 #204 249.15 g.p.d x 16.17$ 4,028.76$
Bartlett Bay
x Airport Parkway
Impact Fee Administrative Fee #248 per application $100.00
School Impact Fee #222S 2 bedroom 4,454.51$
Recreation Impact Fee* #220 /unit -$
South Village Recreation Impact Fee #243 /unit -$
Road Impact Fee #221 $963.73 /unit 963.73$
Fire Impact Fee #203 /unit -$
Police Impact Fee #222 $496.45 /unit 496.45$
Dorset Street Waterline Fee #230 /unit -$
Sewer Connection Inspection WWC-24-56 ww 63.00$ per connection 63.00$
*credit issued by City Council on 6/26/23 Total (Impact Fees + Permit) 11,250.55$
Planning & Zoning Invoice
Residential Impact & Permit Fees
garage bay(s) at
Amount Due
sq. ft building at
sq. ft unfinished basement at
JOB NO:
DRAWN:
PROJ MGR:
CHECKED:
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AGN0.1
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COVER SHEET, SHEET
INDEX
89
D
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Trillium
Farmhouse Elevation - A
SHEET INDEX
A4.1.3 DECK OPTIONS
AGN0.1 COVER SHEET, SHEET INDEX
AGN0.2 GENERAL NOTES
RANCH ELEVATION A
A0.1A FOUNDATION/BASEMENT PLAN-A
A1.1A MAIN FLOOR PLAN-A
A3.1A EXTERIOR ELEVATIONS & ROOF PLAN-A
A4.2.1A OPT. WALKOUT BASEMENT - A
A4.3.1A OPT. COVERED DECK - A
A6.1A BUILDING SECTIONS-A
2 STORY ELEVATION A
RANCH ELEVATION B
A0.1B FOUNDATION/BASEMENT PLAN-B
A1.1B MAIN FLOOR PLAN-B
A3.1B EXTERIOR ELEVATIONS & ROOF PLAN-B
A6.1B BUILDING SECTIONS-B
2 STORY ELEVATION D
ALL ELEVATIONS
A4.1.1 OPT. FINISHED BASEMENT
A4.1.2 OPT. FLOOR PLANS
A5.1 STAIR SECTION
ELECTRICAL
E0.1A BASEMENT ELECTRICAL PLAN-A
E1.1A MAIN FLOOR ELECTRICAL PLAN-A
E0.1B BASEMENT ELECTRICAL PLAN-B
E1.1B MAIN FLOOR ELECTRICAL PLAN-B
E4.1.1 FINISHED BASEMENT ELECTRICAL
STRUCTURE
S0.1A MAIN FLOOR FRAMING PLAN-A
S1.1A ROOF FRAMING PLAN-A
S0.1B MAIN FLOOR FRAMING PLAN-B
S1.1B ROOF FRAMING PLAN-B
DETAILS
AD.2 DETAILS
AD.1 DETAILS
AD.3 DETAILS
South Burlington, Vermont
O'Brien Home Farm
Single Family Downhill Lot
Trillium
Square Footages-Trillium A
Elevation A
MAIN FLOOR LIVING 1630 SF
TOTAL LIVING 1630 SF
PLAN OPTIONS
OPT. FINISHED BASEMENT 851 SF
TRILLIUM
REVISIONS
GRADING PLAN LANDSCAPE PLAN
20
'
-
9
1
/
2
"
7
'
-
0
"
2
8
'
-
2
1
/
2
"
Storage
56
'
-
0
"
6
'
-
0
"
5'-6"5'-6"
39'-0"
35
'
-
8
"
2
2
'
-
4
"
4
'
-
0
"
Unfinished Basement
Unexcavated
1
A5.1
1
A6.1A
2
A6.1A
8"12'-8"5'-8"8"1'-2"16'-4"1'-10"
WH
FURN
11'-0"14'-0"14'-0"
4040 SLD4040 SLD
7'-0"7'-0"
7'-0"7'-0"
7'-
0
"
8
"
4
'
-
5
1
/
4
"
8
'
-
8
1
/
4
"
3
'
-
4
1
/
2
"
3
'
-
1
1
"
6
'
-
0
3
/
4
"
1
3
'-
2
1
/
4
"
8
"
8
'
-
0
"
19'-8"19'-4"
39'-0"
9'
-
0
"
147
147
146146
F-2 F-2 F-2
F-P
BEARING WALL
F-C
F-C
8"6'-0"6'-4"6'-0"8"
8"
4 1/2"
3'-4"6'-6"4'-9 1/2"3'-0"4"19'-4"8"
F-2 F-2
W-8
TYPICAL
UP 15
RISERS
124
2x6 BEARING WALL
8'
-
0
"
148148148148
148148
131
148148
131
8"10'-2 1/2"8"
8"8"
12
'
-
1
1
/
4
"
2
-
2
x
1
0
FL
U
S
H
B
E
A
M
2 - 1 3/4" x 11 7/8" LVL
DROPPED BEAM
3 - 1 3/4" x 11 7/8"
DROPPED BEAM
4 - 2x10
DROPPED BEAM
2 - 2x10
P.T. DECK BEAM
2'-8 1/4"2'-8 3/4"1'-9"
4
1
/
4
"
MECHANICALS TO BE LOCATED
AT FULL DISCRETION OF
O'BRIEN BROTHERS
3068
CONSTRUCTION
ASSEMBLIES:
T
THE FOLLOWING KEYNOTES
REFERENCE THE SYMBOLS AS
SHOWN ON PLANS
A. ROOF CONSTRUCTION:
COMPOSITION ROOF SHINGLES ON
UNDERLAYMENT ON ROOF SHEATHING
ON ROOF FRAMING MEMBERS (AS
NOTED ON FRAMING PLANS).
CEILING: 5/8" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER WITH
INSULATION ABOVE.
B1. TYPICAL SIDING WALL CONSTRUCTION:
SIDING ON WATER RESISTANT
BARRIER ON EXTERIOR WALL
SHEATHING ON 2x4 STUDS, 16" O.C. OR
2x6 STUDS, 24" O.C. W/ INSULATION IN
CAVITIES.
INTERIOR: 1/2" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER.
B2. TYPICAL STONE VENEER WALL
CONSTRUCTION:
ADHERED SYNTHETIC STONE VENEER
(INSTALLED PER MFR'S SPECS.) OVER
WATER RESISTANT BARRIER ON
EXTERIOR WALL SHEATHING ON 2x4
STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C.
W/ INSULATION IN CAVITIES.
INTERIOR: 1/2" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER.
C. TYPICAL FLOOR CONSTRUCTION:
FINISHED FLOORING ON 3/4" FLOOR
SHEATHING ON FLOOR FRAMING AS
NOTED ON STRUCTURAL DRAWINGS.
MAIN FLOOR CEILING: 1/2" GYPSUM
BOARD.
D. CONCRETE SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER OVER
4" MINIMUM GRANULAR FILL.
GENERAL BASEMENT
PLAN NOTES:
* ALL UNDIMENSIONED PARTITIONS ( )
ARE 3 1/2" ROUGH UNLESS NOTED
OTHERWISE.
* IF MAIN FLOOR FRAMING IS TO BE
INSTALLED BEFORE CONCRETE
FLOOR, PROVIDE THE FOLLOWING:
** AT PAD FOOTINGS, PROVIDE
8"x8" CONCRETE PEDESTAL
FLUSH WITH CONCRETE
FLOOR FOR ATTACHMENT OF
POST BASE
** AT CONTINUOUS FOOTINGS
UNDER FRAMING BEARING
WALLS, PROVIDE 6" WIDE
CONTINUOUS CONCRETE STEM,
TOP OF STEM FLUSH WITH
CONCRETE FLOOR & CENTERED
ON FOOTING.
* ALL ANGLED PARTITIONS ARE 45
DEGREES UNLESS NOTED
OTHERWISE.
* ALL EXTERIOR DIMENSIONS ARE TO
FACE OF STUDS UNLESS NOTED
OTHERWISE.
* WINDOW SUPPLIER TO VERIFY AT
LEAST ONE WINDOW IN ALL
BEDROOMS MEETS ALL EMERGENCY
EGRESS REQUIREMENTS.
* ALL ELECTRICAL AND MECHANICAL
EQUIPMENT, METER LOCATIONS, ETC
SHALL BE CONFIRMED BY
MECHANICAL AND ELECTRICAL
CONTRACTORS. CONTRACTORS
SHALL COORDINATE WITH BUILDER
PRIOR TO RELOCATION OF
EQUIPMENT AND METERS.
* ALL TRUSSES TO BEAR ON EXTERIOR
WALLS AND/OR GIRDER TRUSS
UNLESS NOTED OTHERWISE.
* TRUSS MFG. TO SIZE MEMBERS,
FASTENERS, HANGERS & SET
SPACING FOR ALL TRUSSES.
* FOR ADDITIONAL INFORMATION SEE
GENERAL NOTES AND DETAILS.
* TYPICAL WINDOW HEAD HEIGHTS
SHALL BE 7'-0" A.F.F. (U.N.O.)
SYMBOL TYPE SIZE
FOOTING SCHEDULE
F-P PIER (EXTERIOR)
REINFORCING
12" SONOTUBE W/
BELL BOTTOM NA
F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS
F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA
COLUMN
6x6 TREATED POST
NA
*NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN
THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES.
COMMENTS
48" MIN. BELOW
FINISH GRADE
3 1/2" LALLY COLUMN UNLESS
NOTED OTHERWISE*
SYMBOL WALL
THICKNESS WALL HEIGHT
FOUNDATION WALL
SCHEDULE
W-8 8"9'-0"
REINFORCING
2 #4 BARS TOP & BOTTOM
*CONTINUOUS
FOOTING
1'-4"x 0'-8" W/ 2-#4's
CONTINUOUS
*IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL
PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING
JOB NO:
DRAWN:
PROJ MGR:
CHECKED:
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FOUNDATION/BASEMENT
PLAN-A
89
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SCALE:1/4" = 1'-0" (22x34)
Foundation/Basement Plan
TRILLIUM
KEYNOTES:
FLOOR PLAN
101 SINK W/ GARBAGE DISPOSAL.
102 DISHWASHER.
103 REFRIGERATOR.
104 RANGE W/ HOOD/MICRO.
108 BASE CABINETS.
109 UPPER CABINETS.
110 WATER CLOSET.
111 LAV. SINK.
113 SHOWER (SIZE PER PLAN).
115 DROP IN TUB W/ PLATFORM.
116 TUB/SHOWER (SIZE PER PLAN).
117 LINEN SHELVES PER BUILDER SPEC.
118 WASHER.
119 DRYER.
121 LINE OF SHELF ABOVE.
122 ROD & SHELF.
123 ATTIC ACCESS (22"x30" U.N.O.).
124 HANDRAIL.
125 SOLID CORE DOOR W/ SELF CLOSER.
126 LINE OF OVERHEAD GARAGE DOOR IN
OPEN POSITION.
127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN
GARAGE AS REQUIRED BY CODE.
128 SLOPE GARAGE FLOOR 1/8" PER FOOT
TOWARD GARAGE DOOR OPENING.
130 LINE OF SOFFIT ABOVE (REFER TO
EXTERIOR ELEVATIONS FOR HEIGHTS
AND DETAILS).
131 GYPSUM BOARD SOFFIT (HEIGHT AS
NOTED).
132 LINE OF FRAMING ABOVE.
133 LINE OF FRAMING BELOW.
137 42" HIGH EXTERIOR GUARDRAIL W/
BALUSTERS TO BE SPACED SUCH THAT 4"
SPHERE CANNOT PASS BETWEEN
BALUSTERS.
139 2X4 LOW WALL 36" A.F.F.
144 WINDOW SEAT (HEIGHT AS NOTED)
146 WINDOW WELL AS SPECIFIED BY BUILDER
147 LINE OF DECK ABOVE.
148 BEAM POCKET.
150 TOILET PAPER HOLDER 19" MIN A.F.F.
151 TOWEL BAR 48" A.F.F.
152 TOWEL RING 48" A.F.F.
OPTIONAL
OPTIONAL
REVISIONS
CONSTRUCTION
ASSEMBLIES:
T
THE FOLLOWING KEYNOTES
REFERENCE THE SYMBOLS AS
SHOWN ON PLANS
A. ROOF CONSTRUCTION:
COMPOSITION ROOF SHINGLES ON
UNDERLAYMENT ON ROOF SHEATHING
ON ROOF FRAMING MEMBERS (AS
NOTED ON FRAMING PLANS).
CEILING: 5/8" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER WITH
INSULATION ABOVE.
B1. TYPICAL SIDING WALL CONSTRUCTION:
SIDING ON WATER RESISTANT
BARRIER ON EXTERIOR WALL
SHEATHING ON 2x4 STUDS, 16" O.C. OR
2x6 STUDS, 24" O.C. W/ INSULATION IN
CAVITIES.
INTERIOR: 1/2" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER.
B2. TYPICAL STONE VENEER WALL
CONSTRUCTION:
ADHERED SYNTHETIC STONE VENEER
(INSTALLED PER MFR'S SPECS.) OVER
WATER RESISTANT BARRIER ON
EXTERIOR WALL SHEATHING ON 2x4
STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C.
W/ INSULATION IN CAVITIES.
INTERIOR: 1/2" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER.
C. TYPICAL FLOOR CONSTRUCTION:
FINISHED FLOORING ON 3/4" FLOOR
SHEATHING ON FLOOR FRAMING AS
NOTED ON STRUCTURAL DRAWINGS.
MAIN FLOOR CEILING: 1/2" GYPSUM
BOARD.
D. CONCRETE SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER OVER
4" MINIMUM GRANULAR FILL.
Owners Suite
Dining
Kitchen
Living Room
Ow
n
e
r
s
B
a
t
h
W.I.C.
Laundry Mudroom
Foyer
Bath 2
Porch
3060 DH
3060 DH3060 DH 3060 DH
3060 DH 3060 DH
40
4
0
F
X
3060 DH3060 DH
11'-2 9/16"14'-0"14'-0"
39'-2 9/16"
3'
-
6
"
3
'
-
6
"
8"
5
'
-
4
"
1
1
'
-
1
1
1
/
2
"
2
'
-
4
1
/
2
"
5
'
-
4
1
/
2
"
1
'
-
1
"
7
'
-
0
"
5
'
-
1
"
23
'
-
1
1
/
2
"
10
'
-
4
"
5
'
-
1
"
4
'
-
6
"
1
5
'
-
9
"
35
'
-
8
"
2
2
'
-
4
"
4
'
-
0
"
3'-8 9/16"6'-4"3'-4 13/16"
2'-11 1/4"2'-10"
10'-0"10'-0"
7'-0"7'-0"
Bench
ST
O
R
A
G
E
Bedroom 2
Foyer
2 Car Garage
DN AS
REQ
DN AS
REQ
56
'
-
0
"
6
'
-
0
"
60
1
0
T
R
N
A
B
V
.
3010 FX
TRANS ABV.
8"5'-8"8"5'-8"8"5'-8"8"
19'-8"19'-4"
39'-0"
13'-5 5/16"5'-9 1/4"20'-0"
7'-0"7'-0"
3'
-
4
"
8
"
8'
-
5
1
/
2
"
1
7
'
-
2
"
2
'
-
7
"
3
'
-
4
"
3
'
-
8
"
8
"
1
'
-
1
0
"
2
'
-
6
"
3
'
-
6
1
/
2
"
4
'
-
9
1
/
2
"
5
1
/
2
"
15
'
-
5
"
0
"
3
'
-
6
"
4
1
/
2
"
2
'
-
9
"
4
"
4
'
-
0
1
/
2
"
4
"
8
"
1
3
'
-
1
1
/
2
"
9
'
-0
"
5
1
/
2
"
9
'
-
3
1
/
2
"
3
'
-
0
"
1
5
'
-
0
"
12'-6 5/16"3 1/2"5'-9 1/4"20'-2"
8'-7 1/16"4'-2 13/16"5'-9 1/4"5 1/2"5'-10 1/2"3 1/2"5'-6 1/2"
2'-6 1/16"2'-4"5'-9 1/2"7'-11 1/2"3'-10"2'-6"3 1/2"3'-6"2'-0 1/2"7'-6 1/2"
0"25'-2 9/16"3'-6"9'-7"
42"x54"
33"x60"
PANTRY
DN 15
RISERS
4'-1 9/16"4 1/2"5'-10"
8'
-
0
"
1'-0"
2x6 WALL
2x4 WALL
2x4 WALL
2x4 WALL
2x
6
W
A
L
L
2x6 WALL
2x
6
W
A
L
L
2'
-
4
"
2
'
-
9
"
2x6 WALL
8'-0" SOFFIT
12'-6 5/16"
11
'
-
6
"
13'-1"
4'
-
6
"
HOSEBIB
7'-
0
"
2'-2 1/2" 3'-8"
2'
-
5
1
/
2
"
3'-11 5/16"2'-9"5'-6 9/16"
7'-3"9'-
1
0
1
/
2
"
30
6
0
D
H
HALF WALL
40
2
0
F
X
30
6
0
D
H
+/-
3'-7 3/16"
3'
-
7
1
1
/
1
6
"
20
4
0
D
H
HOSEBIB
GENERAL FLOOR
PLAN NOTES:
* ALL UNDIMENSIONED PARTITIONS
( ) ARE 3 1/2" ROUGH UNLESS
NOTED OTHERWISE.
* ALL EXTERIOR DIMENSIONS ARE TO
FACE OF STUDS UNLESS NOTED
OTHERWISE.
* ALL ANGLED PARTITIONS ARE 45
DEGREES UNLESS NOTED
OTHERWISE.
* WINDOW SUPPLIER TO VERIFY AT
LEAST ONE WINDOW IN ALL
BEDROOMS MEETS ALL
EMERGENCY EGRESS
REQUIREMENTS.
* ALL ELECTRICAL AND MECHANICAL
EQUIPMENT, METER LOCATIONS,
ETC. SHALL BE CONFIRMED BY
MECHANICAL AND ELECTRICAL
CONTRACTORS. CONTRACTORS
SHALL COORDINATE WITH BUILDER
PRIOR TO RELOCATION OF
EQUIPMENT AND METERS.
* ALL TRUSSES TO BEAR ON
EXTERIOR WALLS AND/OR GIRDER
TRUSS UNLESS NOTED OTHERWISE.
* TRUSS MFG. TO SIZE MEMBERS,
FASTENERS, HANGERS & SET
SPACING FOR ALL TRUSSES.
* FOR ADDITIONAL INFORMATION SEE
GENERAL NOTES AND DETAILS.
* TYPICAL WINDOW HEAD HEIGHTS
SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/
9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F
(U.N.O.) W/ 8'-1 1/8" CLG.
* PROVIDE BLOCKING FOR ALL GRAB
BARS IN BATHS, SEE DETAILS.
JOB NO:
DRAWN:
PROJ MGR:
CHECKED:
IS
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MAIN FLOOR PLAN-A
89
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SCALE:1/4" = 1'-0" (22x34)
Main Floor Plan TRILLIUM
KEYNOTES:
FLOOR PLAN
101 SINK W/ GARBAGE DISPOSAL.
102 DISHWASHER.
103 REFRIGERATOR.
104 RANGE W/ HOOD/MICRO.
108 BASE CABINETS.
109 UPPER CABINETS.
110 WATER CLOSET.
111 LAV. SINK.
113 SHOWER (SIZE PER PLAN).
115 DROP IN TUB W/ PLATFORM.
116 TUB/SHOWER (SIZE PER PLAN).
117 LINEN SHELVES PER BUILDER SPEC.
118 WASHER.
119 DRYER.
121 LINE OF SHELF ABOVE.
122 ROD & SHELF.
123 ATTIC ACCESS (22"x30" U.N.O.).
124 HANDRAIL.
125 SOLID CORE DOOR W/ SELF CLOSER.
126 LINE OF OVERHEAD GARAGE DOOR IN
OPEN POSITION.
127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN
GARAGE AS REQUIRED BY CODE.
128 SLOPE GARAGE FLOOR 1/8" PER FOOT
TOWARD GARAGE DOOR OPENING.
130 LINE OF SOFFIT ABOVE (REFER TO
EXTERIOR ELEVATIONS FOR HEIGHTS
AND DETAILS).
131 GYPSUM BOARD SOFFIT (HEIGHT AS
NOTED).
132 LINE OF FRAMING ABOVE.
133 LINE OF FRAMING BELOW.
137 42" HIGH EXTERIOR GUARDRAIL W/
BALUSTERS TO BE SPACED SUCH THAT 4"
SPHERE CANNOT PASS BETWEEN
BALUSTERS.
139 2X4 LOW WALL 36" A.F.F.
144 WINDOW SEAT (HEIGHT AS NOTED)
146 WINDOW WELL AS SPECIFIED BY BUILDER
147 LINE OF DECK ABOVE.
148 BEAM POCKET.
150 TOILET PAPER HOLDER 19" MIN A.F.F.
151 TOWEL BAR 48" A.F.F.
152 TOWEL RING 48" A.F.F.
OPTIONAL
OPTIONAL
REVISIONS
MAIN FLOOR
MAIN PLATE
T.O.F.
BASEMENT FLOOR
9'
-
1
1
/
8
"
11
1
/
2
"
8
'
-
8
"
DORMER
PLATE
10"
12"
10"
12"
14
'
-
6
"
8'
-
3
"
10
AD.2
(2) 2026 FX BLACKOUT
@ 13'-6" H.H.
3
AD.1
3
AD.2
2030 FX BLACKOUT
@ 17'-4" H.H.
AD.3
3
SIM
8
AD.2
RAISED HEEL
MAIN FLOOR
MAIN PLATE
8'-
8
"
1
1
1
/
2
"
9
'
-
1
1
/
8
"
T.O.F.
BASEMENT FLOOR
9
AD.2
1
AD.2
5
AD.2
RAISED HEEL
5'
-
4
"
MAIN FLOOR
MAIN PLATE
9'
-
1
1
/
8
"
11
1
/
2
"
8'
-
8
"
T.O.F.
BASEMENT FLOOR
6"
12"6"
12"
4"
12"
DORMER PLATE
14
'
-
6
"
8'
-
3
"
1
AD.2
8
AD.2
3
AD.2
RAISED HEEL
MAIN FLOOR
MAIN PLATE
T.O.F.
BASEMENT FLOOR
9'
-
1
1
/
8
"
11
1
/
2
"
8'
-
8
"
6"
12"
6"
12"
8'
-
3
"
1
AD.2
3
AD.1
8
AD.2
RAISED HEEL
19
'
PCG
JOB NO:
DRAWN:
PROJ MGR:
CHECKED:
IS
S
U
E
D
A
T
E
:
O'
B
r
i
e
n
H
o
m
e
F
a
r
m
S
i
n
g
l
e
F
a
m
i
l
y
D
o
w
n
h
i
l
l
L
o
t
So
u
t
h
B
u
r
l
i
n
g
t
o
n
,
V
T
0
5
4
0
3
A3.1A
09
/
0
1
/
1
7
EXTERIOR ELEVATIONS &
ROOF PLAN-A
89
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Elevation - Farmhouse
SCALE:1/4" = 1'-0" (22x34)
Front Elevation
SCALE:3/16" = 1'-0" (22x34)
Rear Elevation
SCALE:3/16" = 1'-0" (22x34)
Left Elevation
SCALE:3/16" = 1'-0" (22x34)
Right Elevation
TRILLIUM
NOTE:
* REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ FT) IN COLUMN 1
BY 1/300 AND MULTIPLYING SUM BY 144 SQ IN/SQ FT 40%-50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE
RIDGE (HIGH) AND THE REMAINING IS THE REQUIRED IN THE SOFFIT (LOW). WHEN NO "HIGH/LOW" VENTING IS PROVIDED,
THE REQUIRED NET FREE AREA IS 1/150 OF THE ACTUAL AREA AND 100% OF THIS VENTED AREA SHALL BE PROVIDED AT
THE SOFFIT.
** ACTUAL NET FREE VENTED SOFFIT AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED SOFFIT
AREA (FT) BY THE MANUFACTURERS STATED ACTUAL VENTED NET FREE AREA PER VENT. WHEN APPLICABLE, THE ACTUAL
TOTAL NUMBER OF SOFFIT VENTS SHALL BE DIVIDED EQUALLY BETWEEN EACH EAVE AND SPACED AN EQUAL DISTANCE
APART FROM ONE ANOTHER.
ACTUAL NET FREE VENTED RIDGE AREAS ARE CALCULATED BY DIVIDING THE REQUIRED NET FREE VENTED RIDGE AREA...
ATTIC VENTILATION SCHEDULE (ELEVATION A)
Name Area
TOTAL NET
VENTED
(1/300) (SQ IN)
TOTAL NET
VENTED
(1/150) (SQ IN)
*LOWER VENT
MIN (50%)
*LOWER
VENTED MAX
(60%)
*UPPER VENT
MIN (40%)
*UPPER VENT
MAX (50%)
MAIN ROOF 2229 SF 1070 in² 2140 in² 535 in² 642 in² 428 in² 535 in²
REVISIONS
CONSTRUCTION
ASSEMBLIES:
T
THE FOLLOWING KEYNOTES
REFERENCE THE SYMBOLS AS
SHOWN ON PLANS
A. ROOF CONSTRUCTION:
COMPOSITION ROOF SHINGLES ON
UNDERLAYMENT ON ROOF SHEATHING
ON ROOF FRAMING MEMBERS (AS
NOTED ON FRAMING PLANS).
CEILING: 5/8" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER WITH
INSULATION ABOVE.
B1. TYPICAL SIDING WALL CONSTRUCTION:
SIDING ON WATER RESISTANT
BARRIER ON EXTERIOR WALL
SHEATHING ON 2x4 STUDS, 16" O.C. OR
2x6 STUDS, 24" O.C. W/ INSULATION IN
CAVITIES.
INTERIOR: 1/2" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER.
B2. TYPICAL STONE VENEER WALL
CONSTRUCTION:
ADHERED SYNTHETIC STONE VENEER
(INSTALLED PER MFR'S SPECS.) OVER
WATER RESISTANT BARRIER ON
EXTERIOR WALL SHEATHING ON 2x4
STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C.
W/ INSULATION IN CAVITIES.
INTERIOR: 1/2" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER.
C. TYPICAL FLOOR CONSTRUCTION:
FINISHED FLOORING ON 3/4" FLOOR
SHEATHING ON FLOOR FRAMING AS
NOTED ON STRUCTURAL DRAWINGS.
MAIN FLOOR CEILING: 1/2" GYPSUM
BOARD.
D. CONCRETE SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER OVER
4" MINIMUM GRANULAR FILL.
MAIN FLOOR
MAIN PLATE
T.O.F.
BASEMENT FLOOR
9'-
1
1
/
8
"
11
1
/
2
"
8'
-
8
"
7 3/4" MAX. RISERS
10" MIN. TREADS
15
E
Q
U
A
L
R
I
S
E
R
S
9'-
7
1
/
2
"
6 TREADS @ 10" EA =
5'-0"
7 TREADS @ 10" EA =
5'-10"
MI
N
.
C
L
E
A
R
A
N
C
E
6'
-
8
"
3'
-
2
"
M
A
X
.
2'
-
1
0
"
M
I
N
.
HANDRAIL
JOB NO:
DRAWN:
PROJ MGR:
CHECKED:
IS
S
U
E
D
A
T
E
:
O'
B
r
i
e
n
H
o
m
e
F
a
r
m
S
i
n
g
l
e
F
a
m
i
l
y
D
o
w
n
h
i
l
l
L
o
t
So
u
t
h
B
u
r
l
i
n
g
t
o
n
,
V
T
0
5
4
0
3
A5.1
09
/
0
1
/
1
7
STAIR SECTION
89
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SCALE:1/4" = 1'-0" (22x34)1 Stair Section
TRILLIUM
REVISIONS
CONSTRUCTION
ASSEMBLIES:
T
THE FOLLOWING KEYNOTES
REFERENCE THE SYMBOLS AS
SHOWN ON PLANS
A. ROOF CONSTRUCTION:
COMPOSITION ROOF SHINGLES ON
UNDERLAYMENT ON ROOF SHEATHING
ON ROOF FRAMING MEMBERS (AS
NOTED ON FRAMING PLANS).
CEILING: 5/8" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER WITH
INSULATION ABOVE.
B1. TYPICAL SIDING WALL CONSTRUCTION:
SIDING ON WATER RESISTANT
BARRIER ON EXTERIOR WALL
SHEATHING ON 2x4 STUDS, 16" O.C. OR
2x6 STUDS, 24" O.C. W/ INSULATION IN
CAVITIES.
INTERIOR: 1/2" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER.
B2. TYPICAL STONE VENEER WALL
CONSTRUCTION:
ADHERED SYNTHETIC STONE VENEER
(INSTALLED PER MFR'S SPECS.) OVER
WATER RESISTANT BARRIER ON
EXTERIOR WALL SHEATHING ON 2x4
STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C.
W/ INSULATION IN CAVITIES.
INTERIOR: 1/2" GYPSUM BOARD OVER
MOISTURE VAPOR RETARDER.
C. TYPICAL FLOOR CONSTRUCTION:
FINISHED FLOORING ON 3/4" FLOOR
SHEATHING ON FLOOR FRAMING AS
NOTED ON STRUCTURAL DRAWINGS.
MAIN FLOOR CEILING: 1/2" GYPSUM
BOARD.
D. CONCRETE SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER OVER
4" MINIMUM GRANULAR FILL.
MAIN FLOOR
MAIN PLATE
T.O.F.
BASEMENT FLOOR
8'
-
8
"
11
1
/
2
"
9'
-
1
1
/
8
"
ROOF TRUSSES @ 24" O.C.
62'-0"
HEEL
1'-4"
Dining Kitchen Bedroom 2
Unfinished Basement
A
C
B1
D
6'-0"56'-0"
HEEL
1'-4"
6"
12"
Storage
MAIN FLOOR
MAIN PLATE
T.O.F.
BASEMENT FLOOR
8'-8"
11 1/2"
9'-1 1/8"
DORMER PLATE
ROOF TRUSSES @ 24" O.C.
58'-0"
Owners Suite Owners Bath Laundry 2 Car Garage
Unfinished Basement
HEEL
1'-4"
HEEL
1'-4"
CB1
D
4"
12"
6"
12"
6"
12"
14'-6"
HEEL
4"
A
JOB NO:
DRAWN:
PROJ MGR:
CHECKED:
IS
S
U
E
D
A
T
E
:
O'
B
r
i
e
n
H
o
m
e
F
a
r
m
S
i
n
g
l
e
F
a
m
i
l
y
D
o
w
n
h
i
l
l
L
o
t
So
u
t
h
B
u
r
l
i
n
g
t
o
n
,
V
T
0
5
4
0
3
A6.1A
09
/
0
1
/
1
7
BUILDING SECTIONS-A
89
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Elevation - A
SCALE:1/4" = 1'-0" (22x34)1 Building Section
SCALE:1/4" = 1'-0" (22x34)2 Building Section
TRILLIUM
REVISIONS