HomeMy WebLinkAboutHPC ASIP 8255 Bridge Lane - Revised HPC Set 7.28.2024 for Auguss 22 2024 meetngN
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SITUATE AT:
8255 BRIDGE LANE
CUTCHOGUE, NY 11935
COUNTY OF SUFFOLK
TOWN OF SOUTHOLD
SCTM #: 1000-084-01-004.6
ZONING DISTRICT: A-C
APPLICANT / OWNER:
RICHARD B. SACHS
STEWART TITLE INSURANCE CO.
SITE DATA:
AREA OF SITE: 4.3108 ACRES
SETBACKS:
PRINCIPAL BUILDING OR STRUCTURE, MIN. YARDS (FEET):
REQUIRED:EXISTINGPROPOSED:
FRONT = 60.0'43.5'63.5'
SIDE = 20.0' / 45.0'80.1'45.0'
REAR = 75.0'387.5'<75.0'
HEIGHT=35' / 2 STORY2 STORY2 STORY (28'-0")
ACCESSORY BUILDING OR STRUCTURE, MIN. YARDS (FEET):
REQUIRED:EXISTINGPROPOSED:
SIDE = 25.0'52.5'64.9'
REAR = 25.0'271.9'>25'
MAXIMUM ALLOWABLE HEIGHT FOR ACCESSORY STRUCTURE FOR A LOT
80,000 S.F OR OVER IS 22' MAXIMUM HEIGHT
SURVEYED BY:
SMITH, JUNG & GILLIS
PROFESSIONAL LAND SURVEYOR
120 MEDFORD AVENUE
PATCHOGUE, NY 11772
631-475-3192
AUGUST 17, 2022
SITE DATA:
SCOPE OF WORK:
1.DEMOLITION OF EXISTING DILAPIDATED DWELLING AND ACCESSORY
STRUCTURES
2.PROPOSED NEW DWELLING IN GROUND SWIMMING POOL AND DETACHED
ACCESSORY.
3.RELATED UTILITY WORK INCLUDING: NEW SANITARY SYSTEM, WATER,
ELECTRIC AND GAS.
AREA CALCULATIONS:
SITE
LOCATION
BRIDGE LANE
MAP OF SYLORET ESTATES #6390
N/F McGUINNIGLE
N/F LIEB VINEY
A
R
D
N/F SOCIETY FOR THE
PROPAGATION OF THE FAITH
FORMERLY LALLY B
R
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G
E
L
A
N
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4
5°15'3
5
"
E
3
9
7.
0
0
'
N 4 5 °3 9'4 5 " E
4 8 1.1 0 '
S 4 5 °4 3'2 5 " W
3 6 8 .2 2'
S 4 4 °0 0 '3 5 " W
9 6 .5 6 '
N
4
7°3
5'5
5
"
W
3
9
9.9
9'
O R E G O N R O A D
EXIST. FR SHED #1
TO BE
DEMOLISHED
EXIST. 2 STORY
FRAME DWELLING TO
BE DEMOLISHED
CE
F R O N T Y A R D S E T B A C K
6 0 .0'
PROPOSED 20'x40'
SWIMMING POOL
PROPOSED 2
STORY
DWELLING
PROPOSED
COVERED
PORCH
2 CAR
GARAGE
SI
D
E
Y
A
R
D
2
0
.
0
'
SI
D
E
Y
A
R
D
2
5.
0
'
R E A R Y A R D S E T B A C K
7 5.0'
SETBACK SETBACK
EXIST. FR
SHED #2 TO BE
DEMOLISHED
EXIST. FR SHED #3
TO BE DEMOLISHED
4 3.5'
8
0
.1'
5
2.5'
2 4 8.7'
6 3.5'
PROPOSED 17'x20'
POOL CABANA
(DRY)
DR I VEW A Y PA R KIN G
PARKING
C L
C L
4
5
.
0'
PROPOSED
COVERED PORCH
4 0 .0 '
12.0'
6
4.9'
71.0 '
xxxxxx
xxxx
xxxxxxxx
CE
POOL FENCE
GA TE WA LK WA LK WELL
CP
WELL
WELL
CP
CP
62.7X PO L E-NY T -25 POLE-24 PO L E-NY T-23 PO L E-22
61.9X
62.6X
61.3X
61.5
X
TRAP
62.9
X
TEST
HOLE
62.5
NE W UN DER GR OUND ELE CT RIC S ER VICE
E
E
EE
E
E
E
E
EXISTING WELL TO
BE ABANDONED
CE
PROPOSED
NEW WELL
W
W
W
W
W
PROPOSED
6 BEDROOM
SANITARY SYSTEM
LP
LP
EX
IA
SYS
R 150' - 0"
R 150' - 0"
ZONING
BULK SCHEDULE FOR RESIDENTIAL DISTRICTS
DISTRICT A-C
MIN. REQUIREMENTS FOR 1-FAMILY DETACHED
DWELLINGS 1
LOT SIZE (SQUARE FEET)80,000
LOT WIDTH (FEET)175
LOT DEPTH (FEET)250
FRONT YARD (FEET)60
PRIMARY FRONT YARD (FEET)60
SECONDARY FRONT YARD (FEET)40
SIDE YARD (FEET)20
BOTH SIDE YARDS (FEET)45
REAR YARD (FEET)75
LIVABLE FLOOR AREA (SQUARE FEET PER DWELLING UNIT)850
MAX. PERMITTED DIMENSIONS
LOT COVERAGE (PERCENT)20
4
BUILDING HEIGHT (FEET)35/25
NUMBER OF STORIES 2-1/2
5,6
NOTES:
1. SEE TEXT OF CHAPTER AND DENSITY AND MIN. LOT SIZE SCHEDULES FOR
APPLICABLE DISTRICTS.
4. SEE LIMITS TO GROSS FLOOR AREA (GFA) IN 280-4.
5. BUILDING HEIGHT FOR ALL DISTRICTS: 35 FEET TO PEAK OF SLOPING
ROOFS, 25 FEET FOR FLAT OR MANSARD ROOFS, SEE DEFINITIONS.
6. ROOFS MUST BE WITHIN THE SKY PLANE, SEE DEFINITIONS.
GROSS FLOOR AREA CALCULATIONS
ACRE SIZE 43,560 S.F.
TOTAL LOT SIZE
280-207
4.3108 ACRES
187,778.448S.F.-80,000 107,778. 448S.F.
2.5%
(F) UP TO
200,000 S.F.7,100S.F.x
2.5% LOT AREA IN
EXCESS OF
80,000 S.F.
2,694.4612S.F.2,694.4612S.F.
ALLOWABLE GFA 9,794.4612S.F.ENTIRE LOT
LOT COVERAGE
EXISTING PROPOSED
MAIN HOUSE
FIRST FLOOR
SECOND FLOOR
FLOOR AREA TOTAL
COVERED PORCH
REAR DECK / PORCH
FRAME SHED #1
POOL
TOTAL
FRAME SHED #2
FRAME SHED #3
1026 2929
7801462
18065084
278630
199
246
320
118
2187
800
5,6932586
POOL HOUSE 340
GARAGE 676
168
POOL HOUSE PORCH 150
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DANIEL A. BUTLER, R.A.
ARCHITECT:
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALLREMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
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GRAPHIC SCALE
15 10 0 30 60
1" = 30'-0"
120
of NEW YORK CITY& LONG ISLAND
800−272−4480 | 811
By law, excavators and contractors working in
the five boroughs of New York City and Nassau
and Suffolk Counties on Long Island must
contact DigNet, 1-800-272-4480 or 811, at least
48 hours but no more than 10 working days
(excluding weekends and legal holidays) prior to
beginning any mechanized digging or excavation
work to ensure underground lines are marked.
Excavators and contractors can also submit
locate requests online, through ITIC. If you do
not currently use ITIC, please call
1-800-524-7603 for more information.
D gNet
For safety reasons, homeowners are strongly
encouraged to call as well when planning any
type of digging on their property. Homeowners
can contact us directly at 1-800-272-4480 or by
calling 811, the national call before you dig
number. For excavation work completed on
personal property, it is the contractor's
responsibility--NOT the homeowner's--to contact
DigNet. Having utility lines marked prior to
digging is free of charge.
www.dignetnycli.com
or
www.call811.com
(for other states)
N.T.S.2 LOCATION MAP
1" = 30'-0"1 SITE PLAN
1ST FLOOR (FIN.)
0"
GARAGE
BASEMENT
-11' -5"
1ST FL. T.O. PLATE
9' -0"
2ND FLOOR
10' -3 1/2"
2ND FL. T.O. PLATE
19' -3 1/2"
(2) 3023
DOUBLE HUNG
(2) 3023
DOUBLE HUNG
3026
AWNING
3026
AWNINGWD-302-G
3'-0" X 7'-0"
3427
DOUBLE
HUNG
3427
DOUBLE
HUNG
3427
DOUBLE
HUNG
3427
DOUBLE
HUNG7'
-
0
"
7'
-
0
"
ASPHALT SHINGLE ROOFING
RED BRICK CHIMNEY
RAKE BOARD: 1X6 WITH
CROWN TO MATCH
FASCIA: 1X8 WITH CROWN
TO MATCH EXISTING
PAINTED WOOD SOFFIT
W/ 1'-0" OVERHANG
OGEE GUTTER
ASPHALT SHINGLE ROOFING
OGEE GUTTER
6" TURNED WOOD COLUMN
AND BRACKET (PAINTED)
P.C. FOUNDATION AND
FOOTING MIN. 3'-0" BELOW
GRADE OR VIRGIN SOIL
CONTINUOUS RIDGE VENTING
BRICK PORCH
PARGED EXPOSED
CONCRETE FOUNDATION
8"-10" VERTICAL
BOARD SIDING
WIN
D
O
W
/
D
O
O
R
HE
A
D
H
E
I
G
H
T
PROVIDE FLASHING
AS REQ'D.
36
"
M
I
N
.
24
"
M
I
N
.
PAINTED WOOD SOFFIT
W/ 1'-0" OVERHANG
WI
N
D
O
W
/
DO
O
R
HE
A
D
HE
I
G
H
T
8"-10" VERTICAL
BOARD SIDING
8"-10" VERTICAL
BOARD SIDING
P.C. FOUNDATION
AND FOOTING
P.C. FOUNDATION
AND FOOTING
9 " / 12 "
9" / 12"
6"
/
1
2
"
4"
12"
3"
12"
3"
/
1
2
"
3"
12"
3"
12"
3"
/
1
2
"
9"
/
1
2
"
9"
/
1
2
"
27
'
-
1
1
"
1ST FLOOR (FIN.)
0"
GARAGE
BASEMENT
-11' -5"
1ST FL. T.O. PLATE
9' -0"
2ND FLOOR
10' -3 1/2"
2ND FL. T.O. PLATE
19' -3 1/2"
(3) 3027
DOUBLE
HUNG
3027
DOUBLE
HUNG
3027
DOUBLE
HUNG
3027
DOUBLE
HUNG
6'-0" X 7'-0"
WOOD
FRENCH
DOOR
6'-0" X 7'-0"
WOOD
FRENCH
DOOR
2415
DOUBLE
HUNG
3023
DOUBLE
HUNG
3023
DOUBLE
HUNG
6'-0" X 7'-0"
WOOD
FRENCH
DOOR
7'
-
0
"
7'
-
0
"
ASPHALT SHINGLE ROOFING
RED BRICK CHIMNEY
RAKE BOARD: 1X6 WITH CROWN
TO MATCH EXISTING
FASCIA: 1X8 WITH CROWN TO
MATCH EXISTING
PAINTED WOOD SOFFIT
W/ 1'-0" OVERHANG
OGEE GUTTER
ASPHALT SHINGLE ROOFING
OGEE GUTTER
6" TURNED WOOD COLUMN
AND BRACKET (PAINTED)
P.C. FOUNDATION AND
FOOTING MIN. 3'-0" BELOW
GRADE OR VIRGIN SOIL
CONTINUOUS RIDGE VENTING
BRICK PORCH
PARGED EXPOSED
CONCRETE FOUNDATION
8"-10" VERTICAL
BOARD SIDING
WI
N
D
O
W
/
D
O
O
R
HE
A
D
H
E
I
G
H
T
PROVIDE FLASHING
AS REQ'D.
CONTINUOUS RIDGE VENTING
24
"
M
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WI
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D
O
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/
DO
O
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HE
A
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HE
I
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H
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36
"
M
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.
P.C. FOUNDATION AND FOOTING
P.C. FOUNDATION AND FOOTING
8"-10" VERTICAL
BOARD SIDING
ASPHALT SHINGLE ROOFING
BASEMENT ENTRY
STEPS AND
RAILING TO CODE
PAINTED WOOD SOFFIT
W/ 1'-0" OVERHANG
OGEE GUTTER
9"
/
1
2
"
6"
/
1
2
"
2
1
/
2
"
/
1
2
"
3"
12"
9"
12"
9"
12"RAIL TO CODE
JO
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DANIEL A. BUTLER, R.A.
ARCHITECT:
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALLREMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
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1/4" = 1'-0"1 FRONT ELEVATION (BRIDGE LANE)
1/4" = 1'-0"2 REAR ELEVATION
OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO
1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET.
SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS
WINDOW FALL PROTECTION:
PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS
WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, 20" WIDTH, AND
5.7 SQ.FT.
1ST FLOOR (FIN.)
0"
GARAGE
BASEMENT
-11' -5"
1ST FL. T.O. PLATE
9' -0"
2ND FLOOR
10' -3 1/2"
2ND FL. T.O. PLATE
19' -3 1/2"
1818
FIXED
1818
FIXED
3427
DOUBLE
HUNG
3427
DOUBLE
HUNG
EGRESS
CASEMENT WITH
SIMULATED
CHECK RAIL
SIZE TO MATCH
DH
3023
DOUBLE
HUNG
3023
DOUBLE
HUNG
3023
DOUBLE
HUNG
2626
FIXED
2626
FIXED
9'-0" X 8'-0"
CUSTOM GARAGE DOOR
9'-0" X 8'-0"
CUSTOM GARAGE DOOR
1817
DOUBLE
HUNG
1817
DOUBLE
HUNG
WD-302-G
3'-0" X 7'-0"
3415
DOUBLE
HUNG
3415
DOUBLE
HUNG
4'-0" X 3'-5 3/8"
PICTURE
7' - 6"
ASPHALT SHINGLE ROOFING
RED BRICK CHIMNEY
RAKE BOARD: 1X6 WITH CROWN
TO MATCH EXISTING
FASCIA: 1X8 WITH CROWN TO
MATCH EXISTING
PAINTED WOOD SOFFIT
W/ 1'-0" OVERHANG
OGEE GUTTER
ASPHALT SHINGLE ROOFING
6" TURNED WOOD COLUMN
AND BRACKET (PAINTED)
P.C. FOUNDATION AND
FOOTING MIN. 3'-0" BELOW
GRADE OR VIRGIN SOIL
P.C. FOUNDATION
AND FOOTING
CONTINUOUS RIDGE VENTING
BRICK PORCH
PARGED EXPOSED
CONCRETE FOUNDATION
ASPHALT SHINGLE
ROOFING
CONTINUOUS RIDGE VENTING OGEE GUTTER
OGEE GUTTER
BASEMENT ENTRY STEPS
AND RAILING TO CODE
7'
-
0
"
7'
-
0
"
36
"
M
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.
9"
/
1
2
"
4
1
/
2
"
/
1
2
"
9"
12"
9"
12"
9"
12"9"
12"
3"
/
1
2
"
3"
/
1
2
"
4"
/
1
2
"
3"
12"
P.C. FOUNDATION
AND FOOTING
8"-10" VERTICAL
BOARD SIDING
WIN
D
O
W
/
DO
O
R
HE
A
D
HE
I
G
H
T
PROVIDE FLASHING
AS REQ'D.
WIN
D
O
W
/
D
O
O
R
HE
A
D
H
E
I
G
H
T
8"-10" VERTICAL BOARD SIDING
24
"
M
I
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.
PAINTED WOOD SOFFIT
W/ 1'-0" OVERHANG
4"
12"
4"
12"
1ST FLOOR (FIN.)
0"
GARAGE
BASEMENT
-11' -5"
1ST FL. T.O. PLATE
9' -0"
2ND FLOOR
10' -3 1/2"
2ND FL. T.O. PLATE
19' -3 1/2"
EGRESS
3023
DOUBLE
HUNG CASEMENT WITH
SIMULATED CHECK RAIL
SIZE TO MATCH DH
2222
AWNING
2222
AWNING
ASPHALT SHINGLE ROOFING
RED BRICK CHIMNEY
RAKE BOARD: 1X6 WITH CROWN TO
MATCH
1818
FIXED
3427
DOUBLE
HUNG
3427
DOUBLE
HUNG
3026
AWNING
FASCIA: 1X8 WITH CROWN TO MATCH
EXISTING
PAINTED WOOD SOFFIT
W/ 1'-0" OVERHANG
OGEE GUTTER
ASPHALT SHINGLE ROOFING
24
"
M
I
N
.
4'-0" X 5'-5"
PICTURE
OGEE GUTTER
3027
DOUBLE
HUNG
3027
DOUBLE
HUNG
3027
DOUBLE
HUNG
7'
-
0
"
7'
-
0
"
6" TURNED WOOD COLUMN
AND BRACKET (PAINTED)
2'
-
5
1
/
8
"
P.C. FOUNDATION AND
FOOTING MIN. 3'-0" BELOW
GRADE OR VIRGIN SOIL
3'
M
I
N
.
P.C. FOUNDATION
AND FOOTING
CONTINUOUS RIDGE VENTING
BRICK PORCH
PARGED EXPOSED
CONCRETE FOUNDATION
8"-10" VERTICAL
BOARD SIDING
BASEMENT ENTRY STEPS AND
RAILING TO CODE
ASPHALT SHINGLE ROOFING
WIN
D
O
W
/
D
O
O
R
HE
A
D
H
E
I
G
H
T
WI
N
D
O
W
/
D
O
O
R
HE
A
D
H
E
I
G
H
T
PROVIDE FLASHING
AS REQ'D.
MECHANICAL EQUIPMENT PAD
(AT GRADE)
GRADEGRADE
4
1
/
2
"
/
1
2
"
3"
/
1
2
"
9"
/
1
2
"
2"
12"
6"
12"
9"
12"
9"
12"
9"
12"
9"
12"
3"
12"
3"
/
1
2
"
6" TURNED WOOD COLUMN
AND BRACKET (PAINTED)
OGEE GUTTER
JO
B
N
O
.
:
DA
T
E
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
RE
V
I
S
I
O
N
S
:
DANIEL A. BUTLER, R.A.
ARCHITECT:
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALLREMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PAGE:
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3
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7
2
7
.
8
0
3
3
P.
O
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B
O
X
6
3
4
SH
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R
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H
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W
Y
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JE
F
F
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,
P
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.
,
P
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PR
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C
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P
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A
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7/
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A-1.1
EX
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B
PR
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N
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E
82
5
5
B
R
I
D
G
E
L
A
N
E
,
C
U
T
C
H
O
G
U
E
,
N
Y
1
1
9
3
5
SC
T
M
#
:
1
0
0
0
-
0
8
4
-
0
1
-
0
0
4
.
6
CO
U
N
T
Y
O
F
S
U
F
F
O
L
K
T
O
W
N
O
F
S
O
U
T
H
O
L
D
1/4" = 1'-0"1 SIDE (LEFT) ELEVATION
1/4" = 1'-0"2 SIDE (RIGHT) ELEVATION
OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO
1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET.
SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS
WINDOW FALL PROTECTION:
PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS
WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, 20" WIDTH, AND
5.7 SQ.FT.
UP
REF.
W
D
DN
DN
DN
TWO CAR GARAGE
MUD ROOM
COVERED PORCH
DENLIVING ROOM
DINING ROOM
KITCHEN
FAMILY ROOMBEDROOM #1
BATH #1
CL.
ENTRY FOYERPOWDER
ROOM
WALK-IN
CLOSET
CL.
6" P.C. SLAB
SLOPE TO O.H.D.
5/8" F.C. GYP. BD.
ON WALL & CLG.
9'-0" CLG. HT.
(STONE PATIO)
COVERED
PORCH
9'-0" CLG. HT.
9'-0" CLG. HT.9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.9'-0" CLG. HT.
9'-0" CLG. HT.
4"
4"4"
BU
I
L
T
-
I
N
C
A
B
I
N
E
T
R
Y
SINK
RANGE & HOOD
ABOVE
ISLAND
LAV.
WC
TUB
F
LAV.
SHWR
LAV.
WC F
SINK
STAIR & RAIL
TO CODE
SD
CO
SD
CO
SD
CO
SD
CO
109
115
116
114
112 110
111
107
106
118
113
100
103
102
104105110111
115
112
113
113
118 119 120 121
122
123
108
117
116
117
105
103
114
104
107109
2
A-3.0
1
A-3.0
2
A-3.1
F.D.
14
"
T
J
I
2
3
0
F
.
J
.
@
1
6
"
O
.
C
.
2x6 BEARING WALL
2x6 BEARING WALL
2x6 BEARING WALL
2x6 BEARING WALL
101108
106
102
101
26' - 0"15' - 0"42' - 0"
26
'
-
0
"
7'
-
6
"
1
7
'
-
0
"
1
1
'
-
0
"
1
6
'
-
6
"
7' - 6"32' - 0"17' - 6 1/8"
2' - 0"5' - 6"2' - 0"
3' - 0"
7'
-
6
"
1
7
'
-
0
"
4
4
'
-
0
"
4
'
-
0
"
5
'
-
6
"
5'
-
9
"
6
'
-
0
"
5
'
-
3
"
25' - 0"7' - 8"6' - 4"24' - 0"17' - 0"
7' - 6"16' - 0"17' - 0 1/8"3' - 6"2' - 6"4' - 0"3' - 0"
3' - 6"6' - 6"
18' - 0"14' - 6 1/8"6' - 0"10' - 6"
16' - 0"14' - 6"
16
'
-
6
"
10
'
-
0
"
16
'
-
6
"
19
'
-
6
"
25
'
-
0
"
4'
-
0
"
4
'
-
6
"
4
'
-
0
"
16
'
-
6
"
6'
-
0
"
4
'
-
0
"
2'
-
6
"
3' - 6"9' - 0"3' - 6"
6'
-
0
"
3'
-
6
"
10
'
-
0
"
11
'
-
6
"
6'
-
0
"
14
'
-
0
"
6'
-
0
"
5'
-
0
"
6'
-
0
"
15
'
-
6
"
HALL
3'
-
6
"
3'
-
0
"
2'
-
9
"
5'
-
9
"
9
'
-
6
"
12
'
-
3
"
13
'
-
9
"
4' - 0"7' - 0"10' - 0"7' - 0"4' - 0"
6"7' - 3"
3"
7' - 3"8' - 6"8' - 6"7' - 3"3"
10
'
-
6
"
3'
-
1
1
5
/
8
"
4
'
-
3
1
/
4
"
4
'
-
3
3
/
8
"
3
'
-
1
1
3
/
4
"
6'
-
0
1
/
8
"
4
'
-
6
"
5
'
-
1
1
7
/
8
"
2'
-
6
"
3
'
-
0
1
/
8
"
3
'
-
0
1
/
8
"
2
'
-
6
"
2' - 0"5' - 6"2' - 0"
6"2' - 0"
6"
1
0
'
-
0
"
6
"
6"
7
'
-
3
"
8
'
-
6
"
8
'
-
3
"
2' - 6"5' - 0"
2'
-
6
"
9
'
-
0
"
3
'
-
0
"
9
'
-
0
"
2
'
-
6
"
12
'
-
6
"
1
2
'
-
6
"
12' - 4"2' - 8"3' - 1"3' - 8"3' - 8"6' - 4"11' - 2"5' - 1"5' - 1"3' - 11"
8' - 6"8' - 6"
5' - 0"
7'
-
6
"
7' - 6"
REAR PATIO
(AT GRADE)
48" ISOKERN
WOOD GAS
FIREPLACE
(STONE PATIO)
EL: 0'-0"
EL: 0'-0"
EL: +0'-2"
EL: +0'-2"
EL: +0'-6"
EL: +1'-6"
2"
2"
EL: +0'-6"
EL: +0'-6"
STEPS TO
CODE:
2 TREADS @ 6"
4"
7' - 6"
4'
-
0
"
9
'
-
0
"
4
'
-
0
"
EL: +1'-2"
7'-0" X 8'-0" CASED OPENING
7'-0" X 8'-0"
CASED OPENING
MECHANICAL EQUIPMENT PAD
(AT GRADE)
4'
-
0
3
/
8
"
-
---
14
"
T
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3
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@
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"
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9-
1
/
2
"
M
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6
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14
"
T
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2
3
0
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1
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"
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11
-
7
/
8
"
T
J
I
2
3
0
F
.
J
.
@
1
6
"
O
.
C
.
(B
O
T
T
O
M
F
L
U
S
H
)
11
-
7
/
8
"
T
J
I
2
3
0
F
.
J
.
@
1
6
"
O
.
C
.
(B
O
T
T
O
M
F
L
U
S
H
)
INSULATED
F.C.S.C.
5 3/8"5 3/8"5 3/8"5 3/8"
6"
6"
INSULATED
F.C.S.C.
4'
-
0
"
x
7
'
-
0
"
CA
S
E
D
OP
E
N
I
N
G
FL
U
S
H
T
R
A
N
S
I
T
I
O
N
AREA CALCULATIONS:
MAIN HOUSE:
FIRST FLOOR:2,929 S.F.
PORCH:630 S.F.
SECOND FLOOR:1,462 S.F.
BALCONY: 271 S.F.
GARAGE:676 S.F.
POOL HOUSE:340 S.F.
PORCH:150 S.F.
SWIMMING POOL:800 SF
WALL LEGEND:
NEW FOUNDATION WALL
NEW WALL
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
EXHAUST FAN
SYMBOL LEGEND
CO
SD
F
FLOOR STRUCTURE
LEGEND:
DROPPED FRAMING FOR
SECOND FLOOR ABOVE
LOCATION OF DROPPED
SHOWERS ON SECOND
FLOOR ABOVE
JO
B
N
O
.
:
DA
T
E
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
RE
V
I
S
I
O
N
S
:
DANIEL A. BUTLER, R.A.
ARCHITECT:
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALLREMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PAGE:
TE
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3
1
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8
.
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1
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7
2
7
.
8
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3
3
P.
O
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B
O
X
6
3
4
SH
O
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E
H
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W
Y
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F
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,
P
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P
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PR
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C
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,
R
E
A
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P
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AN
D
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7/
2
8
/
2
0
2
4
3
:
0
6
:
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6
P
M
A-2.2
FI
R
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A
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23
0
0
6
0
07
/
2
8
/
2
0
2
4
TL
DB
PR
I
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C
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82
5
5
B
R
I
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G
E
L
A
N
E
,
C
U
T
C
H
O
G
U
E
,
N
Y
1
1
9
3
5
SC
T
M
#
:
1
0
0
0
-
0
8
4
-
0
1
-
0
0
4
.
6
CO
U
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Y
O
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O
W
N
O
F
S
O
U
T
H
O
L
D
1/4" = 1'-0"1PROPOSED FIRST FLOOR PLAN
DN
BEDROOM #4
CLOSET
WALK-IN CLOSET
BEDROOM #2BEDROOM #3
BATH #2
BATH #4
DECK
BATH #3 WALK-IN
CLOSET
STAIR & RAIL TO CODE
(OPEN TO BELOW)
9'-0" CLG. HT.
LAV.
WC
SHWR
F
9'-0" CLG. HT.9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.
9'-0" CLG. HT.
LAV.
WC
TUB
F
LAV.
SHWR.
SHWR.WC
FLAV.LAV.
RAIL TO CODE
REMOVABLE
DECK BOARDS
4"
SD
CO
SD
CO
SD
CO
SD
CO
213
201 203
204
205
217
215
209
208
202
205
204
209
211
212
202
203
201
207208
214
213
206
210
210211212200
206
207
2
A-3.0
1
A-3.0
2
A-3.1
2x6 BEARING WALL
2x6 BEARING WALL
2x6 BEARING
WALL
2x
1
2
C
.
J
.
@
1
6
"
O
.
C
.
2x
1
0
C
.
J
.
@
1
6
"
O
.
C
.
HALLWAY
9'-0"
CLG. HT.
ATTIC
ACCESS
16
'
-
6
"
4'
-
6
"
5'
-
0
"
16
'
-
5
7
/
8
"
13
'
-
6
3
/
8
"
2x
1
2
C
.
J
.
@
1
6
"
O
.
C
.
20' - 0"
20' - 6"3' - 6"6' - 0"3' - 6"
7'
-
0
"
4'
-
0
"
2'
-
0
"
3'
-
6
"
9'
-
0
"
16
'
-
6
"
12' - 0"6' - 0"12' - 0"
12
'
-
0
"
4'
-
0
"
11' - 0"4' - 6"4' - 0"4' - 6"9' - 0"
5' - 6"5' - 6"2' - 0"
12
'
-
6
"
14
'
-
0
"
1'
-
0
"
4'
-
0
"
4'
-
0
"
1
2
'
-
7
"
9
'
-
3
"
2
'
-
2
"
6' - 6"9' - 6"9' - 6"6' - 6"
32' - 0"4' - 0 1/8"
3'
-
9
"
1
0
'
-
0
"
3'
-
3
"
17
'
-
0
"
2
7
'
-
1
1
7
/
8
"
5' - 2 1/8"5' - 3 5/8"5' - 3 5/8"7' - 5 1/2"12' - 9 1/8"
4'
-
0
"
9
'
-
0
"
7
'
-
0
"
5
'
-
0
"
7
'
-
0
"
8
'
-
6
"
4
'
-
6
"
45
'
-
0
"
-
---
CASEMENT TO
MEET EGRESS
CODE
CASEMENT TO
MEET EGRESS
CODE
FLUSH TRANSITION
FL
U
S
H
T
R
A
N
S
I
T
I
O
N
FLUSH TRANSITION
AREA CALCULATIONS:
MAIN HOUSE:
FIRST FLOOR:2,929 S.F.
PORCH:630 S.F.
SECOND FLOOR:1,462 S.F.
BALCONY: 271 S.F.
GARAGE:676 S.F.
POOL HOUSE:340 S.F.
PORCH:150 S.F.
SWIMMING POOL:800 SF
WALL LEGEND:
NEW FOUNDATION WALL
NEW WALL
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
EXHAUST FAN
SYMBOL LEGEND
CO
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DANIEL A. BUTLER, R.A.
ARCHITECT:
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALLREMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
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1/4" = 1'-0"1PROPOSED SECOND FLOOR PLAN
6'-0" X 7'-0"
WOOD
FRENCH
DOOR30273027
5" OGEE GUTTER, BLACK
BRICK PATIO
P.C. FOUNATION
AND FOOTING
6" TURNED WOOD COLUMN AND
BRACKET (PAINTED)
GRADE
8"
/
1
2
"
MAX. HEIGHT
4"
4"
22
'
-
0
"
ASPHALT SHINGLE ROOFING
FASCIA: 1X8 WITH CROWN
TO MATCH EXISTING
8"-10" VERTICAL
BOARD SIDING
CONTINUOUS RIDGE VENTING
3027
GRADE
GRADE
8"
12"8"
12"
MAX. HEIGHT
14" DIAM. P.C. SONO TUBE
TO 3'-0" BELOW GRADE
OR VIRGIN SOIL
4"
6"
FIN. FL.
T.O. SLAB
T.O. PLATE
T.O. DOOR/WINDOW
9' - 0"
7' - 0"
0"
-8' - 10 7/8"
BASEMENT ENTRY
STEPS AND
RAILING TO CODE
6" TURNED WOOD COLUMN AND
BRACKET (PAINTED)
5" OGEE GUTTER,
BLACK
8"
/
1
2
"
6'
-
5
3
/
8
"
MAX. HEIGHT
GRADE
3027
6" TURNED WD COLUMN AND BRACKET (PAINTED)
5" OGEE GUTTER, BLACK
P.C. FOUNDATION AND FOOTING
ASPHALT SHINGLE ROOFING
FASCIA: 1X8 WITH CROWN
TO MATCH EXISTING
6" TURNED WD
COLUMN AND
BRACKET (PAINTED)
8"
12"
8"
12"
MAX. HEIGHT
4"
6"
FIN. FL.
T.O. SLAB
T.O. PLATE
T.O. DOOR/WINDOW
9' - 0"
7' - 0"
0"
-8' - 10 7/8"
22
'
-
0
"
BRICK PORCHPARGED EXPOSED
CONCRETE FOUNDATION
WI
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P.C. FOUNDATION AND FOOTING
7'
-
0
"
8"-10" VERTICAL
BOARD SIDING
BASEMENT ENTRY STEPS AND
RAILING TO CODE
CONTINUOUS RIDGE VENTING
8"-10" VERTICAL
BOARD SIDING
14" DIAM. P.C. SONO TUBE TO 3'-0"
BELOW GRADE OR VIRGIN SOIL
GRADE
18
'
-
8
1
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2
"
JO
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.
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:
RE
V
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I
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N
S
:
DANIEL A. BUTLER, R.A.
ARCHITECT:
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALLREMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
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1/4" = 1'-0"1POOL HOUSE -FRONT ELEVATION
1/4" = 1'-0"2POOL HOUSE -SIDE (LEFT) ELEVATION
1/4" = 1'-0"3POOL HOUSE -REAR ELEVATION
1/4" = 1'-0"4POOL HOUSE -SIDE (RIGHT) ELEVATION
OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO
1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET.
SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS
WINDOW FALL PROTECTION:
PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS
WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, 20" WIDTH, AND
5.7 SQ.FT.
AREA CALCULATIONS:
POOL HOUSE340 SF
COVERED PORCH150 SF
CELLAR ENTRANCE138 SF
UP
DN
4" P.C. SLAB (3500 PSI) ON
4 MIL VAPOR BARRIER ON
2" RIGID INSULATION BOARD ON
4" COMPACTED POUROUS FILL
8"5' - 2"8"7' - 0"8"5' - 2"8"
20' - 0"
10"4' - 6"8"8' - 0"8"4' - 6"10"
10
"
1
5
'
-
4
"
1
0
"
6
'
-
1
0
"
8
"
7'
-
6
"
1
7
'
-
0
"
24
'
-
6
"
3
A-2.6
9"6' - 6" M.O.9"
4'
-
0
"
1
0
'
-
1
"
8
"
10" P.C. WALL ON
10"x20" P.C. FOOTING
4"
4"
6
"
4" LEDGE / POCKET 11
-
7
/
8
"
2
3
0
T
J
I
@
1
6
"
O
.
C
.
COMPACTED FILL
8" P.C. WALL ON
8"x16" P.C. FOOTING
4"6"
F.D.
PROVIDE TIE DOWNS AT EACH CORNER
SIMPSON HDU 5 (TYPICAL) -SEE DETAIL
SHEETS 5/8" ANCHOR BOLT. PROVIDE 4 1/2"
MIN WOOD MEMBER TO ATTACH TO OBTAIN
7870 LBS RESISTANCE
PROVIDE 5/8" ANCHOR BOLTS 32" O.C. MAX.
WITHIN 1' OF EACH SPLICE IN SILL PLATE
SEE DETAIL SHEET FOR INSTALLATION
8" P.C. WALL ON
8"x16" P.C. FOOTING
+6" ABOVE GRADE
14" DIAM. P.C. SONO
TUBE TO 3'-0" BELOW
GRADE OR VIRGIN SOIL
POOL HOUSE
COVERED PORCH
(STONE FLOORING)
(BRICK PATIO)
4"
0304
01 0201
3
A-2.6
7'
-
6
"
1
7
'
-
0
"
8'
-
6
"
8
'
-
6
"
19' - 7"
3' - 7 1/2"6' - 2"6' - 2"3' - 7 1/2"
14"14"
12
"
12
"
5' - 1 1/2"9' - 4"5' - 1 1/2"
F.D.
6" TURNED WD COLUMN
AND BRACKET (PAINTED)
6" TURNED WD COLUMN
AND BRACKET (PAINTED)
ATTIC
ACCESS
TO CODE
19' - 7"
-8' - 10 7/8"
0"
9' - 0"
FIN. FL.
T.O. SLAB
T.O. PLATE
9'
-
0
"
POOL HOUSEPORCH
BASEMENT
UNFINISHED STORAGE
6"
M
I
N
.
11-7/8" 230 TJI @ 16" O.C.
6x6 WOOD COLUMN
5" OGEE GUTTER, BLACK
STRUCTURE IS SEASONAL
& UNINSULATED.
T.O. DOOR/WINDOW
7' - 0"
---
-
2x8 C.J. @ 16" O.C.
BRICK
1-1/2" STONE
TREAD
6"4"
22' - 0"
MAX. HEIGHT
8"
12"
8"
12"
ATTIC
1/2" GYP. BD.
BRICK PATIO
4"
FLOOR DRAIN
4"
1/2" GWB ON
WALLS AND
CELING SPACKLE
AND PAINT
22
'
-
0
"
TJI
2x4 ACQ SILL W/ 5/8"
ANCHOR BOLTS
FOUNDATION WALL
3/4" SUBFLOOR 2x6 ACQ SILL W/ 5/8"
ANCHOR BOLTS.
SILL, SEAL & TERMITE
SHIELD PER CODE
6"4"
10"
2x6 WALL FRAMING
8"
M
I
N
.
GRADE
JO
B
N
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.
:
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:
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Y
:
AP
P
R
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V
E
D
B
Y
:
RE
V
I
S
I
O
N
S
:
DANIEL A. BUTLER, R.A.
ARCHITECT:
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALLREMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PAGE:
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1/4" = 1'-0"1POOL HOUSE FOUNDATION PLAN
1/4" = 1'-0"2POOL HOUSE FLOOR PLAN
1/4" = 1'-0"3POOL HOUSE SECTION
N.T.S.4TYPICAL LEDGE DETAIL
AREA CALCULATIONS:
POOL HOUSE340 SF
COVERED PORCH150 SF
CELLAR ENTRANCE138 SF