HomeMy WebLinkAbout8255 BRIDGE LANE - REVISED 5.16.2025SITUATE 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 = 25.0'52.5'65.2'
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.
SITE
LOCATION
BRIDGE LANE
MAP OF SYLORET ESTATES #6390
(I MPROVED S.F.D. PRIVATE WELL & SEPTIC)
N/F McGUINNIGLE
N/F LIEB VINEY
A
R
D
(VAC
A
NT)
N/F SOCIETY FOR
THE PROPAGATION
OF THE FAITH
(VACANT)
N/F FORMERLY
LALLY (IMPROVED
S.F.D.) PRIVATE WELL
& SEPTIC
B
R
I
D
G
E
L
A
N
E
S
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. FRAME SHED #1
TO BE DEMOLISHED
EXIST. 2 STORY FRAME DWELLING
TO BE DEMOLISHED
F R O N T Y A R D S E T B A C K
6 0 .0'PR O POS E D 3 0'x25' SWIMMING P OO L PROPOSED 2 STORY (6
BEDROOM) DWELLING W/
BASEMENT & 2 CAR
GARAGE
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
75.0 '
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'
6 3.5'
PROPOSED 17.5'x20'
POOL CABANA W/
COVERED PORCH
(SLAB ON GRADE)
GRAVELDRIVEWAY
C L
4
5.
0
'
71.0 '
xxxx
xxxx
xxxx
POOL FENCE
TO CODE
GA TE GR AV EL W AL K WA LK EXIST.
WELL
WELL
EXIST.
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
62.9
X
TEST
HOLE
62.5
E
E
E
EXISTING WELL TO
BE ABANDONED
CE
PROPOSED
NEW WELL.
E
E
E
E
E
PROPOSED 6 BEDROOM
SANITARY SYSTEM
LP
LP
EX
R 150' - 0"
4'x8' CONC. SLAB FOR
GARBAGE BIN
GR AV EL W AL K G RA VE L D RI VEW A Y FIN. FL. EL.: 65.1'
FIN. FL. EL.: 65.1'
(3) 8' DIA. x 6' E.D. SD
(1) 8' DIA. x
8' E.D. SD
(1) 8' DIA. x
8' E.D. SD
DP
ACPT
(1) 8' DIA. x
6' E.D. SD
(1) 8' DIA. x
6' E.D. SD
(1) 8' DIA. x
6' E.D. SD
1 0 ' M IN .
EXIST. CP TO BE
ABANDONED PER
SCDHS REGS.
EXIST. O.H. SERVICE BE ABANDONED.
MOVE TO NEW UNDERGROUND SERVICE
NO WELL & SANITARY
SYSTEMS WITHIN 150 FT.
NO SURFACE ACE
WATERS WITHIN 300 FT.
150' FROM EXIST.
ADJACENT WELL
150' FROM EXIST.
ADJACENT WELL
PROPOSED CONTROL PANEL AND BLOWER:
SEE 'CONTROL PANEL REQUIREMENTS' NOTES,
THIS DWG. FOR MOUNTING DESIGN AND
REQUIREMENTS
SEE 'PROPOSED 'H' FRAME DETAIL', ON DWG SP2
OF THE APPROVED HEALTH DEPARTMENT SET.
NOTE: FOR SANITARY AND STORM DRAINAGE
DESIGN SEE SHEET SP1&2 OF THE APPROVED
S.C.D.H.S SITE PLAN. S.C.D.H.S. REFERENCE
NO.: R-24-0943. DATED 11/6/2024.COV ER ED PO RC H CO VER ED P ORC H E
E
E
E
ECOVERED PO RC H PROPOSED AC CONDENSING UNITS
ON CONC. SLAB.3' O VE RHA NG
x
FP
AREA WAY
(1) 4' DIA. x 4'
E.D. SD
FD
ST EP S ST ST EP S
EWWWWWWWWWWWW
E
PROPOSED EMERGENCY GENERATOR ON CONC. SLAB.
PROPOSED 1,000 GALLON IN
GROUND PROPANE TANK FOR
EMERGENCY GENERATOR
6 0.0'W W
R 1 50' - 0 "W COV . POR C H xxx
xxx
12.0'
222.2'
6
5
.2'
W W 5'
MIN.
8'
MIN.
PROPOSED NEW SEPTIC SYSTEM
FOR POOL HOUSE:
1-1000 GAL SEPTIC TANK
1-8' DIA. X 12' E.D. LEACHING
POOL
EXWWNEW W ATE R SER VIC E 10' MIN.
12.0'
15.0'
6
.0'
12.0'
4 6.3'
10'
MIN.
W xx
xxxx
4' TALL PRIVACY
FENCE & GATE TO
CODE. SEE SHT.
A-0.3 FOR DETAIL 6 6 .3'
1
6
.2'
1 0' MIN.
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
AREA CALCULATIONS:
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
780 1462
18065084
278630
199
246
320
118
2187
800
5,7032586
POOL HOUSE 350
GARAGE 676
168
POOL HOUSE PORCH 150
BY: McDONALD GEOSCIENCE
DATED: 3/4/2024
EL. 61.5'
EL. 58.5'
EL. 62.5'GRADE 0.0'
DARK BROWN LOAM OL
1' BELOW GRADE
BROWN SILT ML
4' BELOW GRADE
BROWN FINE SAND SP
17' BELOW GRADE
NO GROUNDWATER ENCOUNTERED @ EL. 45.5'
HIGHEST EXPECTED GROUND WATER @ EL. 11.26' PER
WELL MONITOR STATION S53324.1
EL. 45.5'
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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
S.
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N.T.S.6 TEST HOLE
N
A --
FRONT ELEVATION SECTION A
1x6 HORIZONTAL
CEDAR
FENCE RAILS AND CAP
SELF-CLOSING, SELF
LATCHNG PEDESTRIAN
GATE TO CODE.
6X6 CEDAR POST
W/ CAP
POOL CODE COMPLIANT
FENCE AND GATE
12" POURED
CONCRETE FENCE
FOOTING TO FROST
DEPTH (3'-0" MIN.)
5'
-
8
-
1
/
2
"
3-
1
/
2
"
MI
N
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6'
-
0
"
MIN
.
3'
-
0
"
6'
-
0
"
4'-0"MIN.
1X6 CEDAR W/
1.5" SPACE5 1/2"
1 1/2"
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ARCHITECT:
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1/2" = 1'-0"1 PRIVACY FENCE DETAIL
6'-0" X 7'-0"
WOOD
FRENCH
DOOR
5" OGEE GUTTER, BLACK
BRICK PATIO
P.C. FOUNATION
AND FOOTING
6" CUSTOM WOOD TURNED 'HISTORIC'
COLUMN PROVIDE SIMPSON CONNECTIONS
AT TOP AND BOTTOM. TYP.
GRADE
2"
19
'
-
2
1
/
2
"
ASPHALT SHINGLE ROOFING
FASCIA: 1X8 WITH CROWN
TO MATCH EXISTING
8"-10" VERTICAL
BOARD SIDING
CONTINUOUS RIDGE VENTING
7' - 9"
B.O. HDR. /
GIRDER
12
"
36
"
M
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N
.
ASPHALT SHINGLE ROOFING
9"
12"
9"
12"
4"
/
1
2
"
1818
FIXED
STEP TO GRADE
PER CODE
MAX. HEIGHT = 22'-0"
6"
12"
6"
12"
15
'
-
0
"
GRADEGRADE12
"
3
6
"
M
I
N
.
FIN. FL.
T.O. PLATE
T.O. DOOR/WINDOW
10' - 0"
7' - 0"
0"
2"
9"
/
1
2
"
6"
/
1
2
"
MAX. HEIGHT = 22'-0"
19
'
-
2
"
4"
12"
GRADE
9"
12"
9"
12"
36
"
M
I
N
.
1
2
"
1818
FIXED
MAX. HEIGHT = 22'-0"
15
'
-
0
"
5" OGEE GUTTER, BLACK
P.C. FOUNDATION AND FOOTING
ASPHALT SHINGLE ROOFING
FASCIA: 1X8 WITH CROWN
TO MATCH EXISTING
6" CUSTOM WOOD
TURNED 'HISTORIC'
COLUMN PROVIDE
SIMPSON CONNECTIONS
AT TOP AND BOTTOM.
TYP.
MAX. HEIGHT = 22'-0"
12
"
3
6
"
M
I
N
.
FIN. FL.
T.O. PLATE
T.O. DOOR/WINDOW
10' - 0"
7' - 0"
0"
19
'
-
2
"
BRICK PORCH
PARGED EXPOSED
CONCRETE FOUNDATION
WIN
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/
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HE
A
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T
7'
-
0
"
8"-10" VERTICAL BOARD SIDING
CONTINUOUS RIDGE VENTING
GRADE
7' - 9"
B.O. HDR. /
GIRDER
2"
ASPHALT SHINGLE ROOFING 9"
/
1
2
"
6"
/
1
2
"
5" OGEE GUTTER,
BLACK
STEP TO GRADE
PER CODE
4"
12"
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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
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-
0
8
4
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1
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4
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1/4" = 1'-0"1 POOL HOUSE -FRONT ELEVATION
1/4" = 1'-0"2 POOL HOUSE -SIDE (LEFT) ELEVATION
1/4" = 1'-0"3 POOL HOUSE -REAR ELEVATION
1/4" = 1'-0"4 POOL 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 HOUSE350 SF
COVERED PORCH150 SF
POOL HOUSE DOOR SCHEDULE
NO.LEVELDOOR TYPEWIDTHHEIGHT
DOOR
THICKNESS REMARKS
011ST FLOOR (FIN.)CUSTOM2'-6"7'-0"1 3/4"
021ST FLOOR (FIN.)D6'-0"7'-0"PER MANUF.
031ST FLOOR (FIN.)E12'-6"7'-0"1 3/4"
POOL HOUSE WINDOW SCHEDULE
NO.LEVELWINDOW TYPE
WIDTH
(F.S.)
HEIGHT
(F.S.)
HEAD
HEIGHT MODEL #REMARKS
011ST FLOOR (FIN.)DOUBLE HUNG48-1/4"64-7/8"7' - 0"4127
021ST FLOOR (FIN.)DOUBLE HUNG48-1/4"64-7/8"7' - 0"4127
031ST FLOOR (FIN.)DOUBLE HUNG56-1/8"64-7/8"7' - 0"4927
041ST FLOOR (FIN.)DOUBLE HUNG25-5/8"44-7/8"7' - 0"1817
051ST FLOOR (FIN.)FIXED60"48"7' - 0"CUSTOM
061ST FLOOR (FIN.)FIXED24"24"15' - 0"1818
071ST FLOOR (FIN.)FIXED24"24"15' - 0"1818
SEE SHEET A-4.0 FOR WINDOW AND DOOR SPECIFICATIONS.
4" P.C. SLAB ON GRADE (3500 PSI MIN.)
W/ 6"X6" 10/10 W.W.M. ON
6 MIL VAPOR BARRIER ON
2" RIGID INSULATION BOARD
(2' HORIZONTAL AND VERTICAL TO FOOTING)
4" MIN. COMPACTED POUROUS FILL
8"18' - 8"8"
20' - 0"
8"
1
6
'
-
2
"
8
"
6
'
-
1
0
"
8
"
7'
-
6
"
1
7
'
-
6
"
25
'
-
0
"
5
A-2.6
COMPACTED FILL
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
TO -3'-0" BELOW GRADE
OR RATEABLE SOIL.
8"18' - 8"8"
NOTE:
REBAR FOR POOL
HOUSE AS (2) #4 IN
FOOTING AND (1) #4
REBAR WITHIN 12" OF
TOP OF FOUNDATION
AND (1) #4 NEAR MID
HEIGHT OF
FOUNDATION WALL.
8" P.C. WALL ON 8"x16"
P.C. FOOTING
TO -3'-0" BELOW GRADE
OR SUITABLE SOIL.
WA
T
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MA
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1
0
'
CL
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E
T
O
SA
N
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T
A
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Y
P
E
R
CO
D
E
TO APPROVED
SANITARY SYSTEM.
MAINTAIN 10'
CLEARANCE TO
SANITARY PER CODE
WOOD COLUMNS ABOVE
4
A-2.6
DROP WALL FOR SLAB
6"
VE
R
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Y
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F
E
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POOL HOUSE
COVERED PORCH
10'-0" CLG. HT.
(BRICK PATIO)
2"
01
04
02
5
A-2.6
7'
-
6
"
1
7
'
-
6
"
5'
-
0
"
7
'
-
6
"
5
'
-
0
"
20' - 0"
6' - 9"8' - 4"
O.H.
12"
O.H.
12"
O.
H
.
12
"
6"12' - 6"6"6' - 0"6"
6" CUSTOM WOOD TURNED
'HISTORIC' COLUMN TO
MATCH THE MAIN HOUSE.
PROVIDE SIMPSON
CONNECTIONS AT TOP
AND BOTTOM. TYP.
20' - 0"
(3) 1-3/4"x7-1/2" ML. HDR.
(CONTINUOUS)
(STONE FLOORING)
ATTIC
ACCESS
TO CODE
6"
5
'
-
6
"
6
"
1
0
'
-
6
"
6
"
UTILITY
CLOSET
UTILITY
CLOSET
1/2 BATH
8'-0" CLG. HT.
(STONE FLOORING)
5'
-
9
"
8
'
-
6
"
3
'
-
3
"
6"12' - 6"6' - 6"6"
4' - 11"
6"
CE
N
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DO
O
R
A
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WI
N
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W
(2
)
1
-
3
/
4
"
x
7
-
1
/
2
"
ML
.
H
D
R
.
(2
)
1
-
3
/
4
"
x
7
-
1
/
2
"
ML
.
H
D
R
.
0302
03
05
01
6' - 9"13' - 3"
4
A-2.6
DN
2"
2x
8
R
.
R
.
@
1
6
"
O
.
C
.
2x
6
C
.
J
.
@
16
"
O
.
C
.
..
2x8 R.R. @ 16" O.C.2x8 R.R.
@ 16" O.C.
2x10 HIP
2
x
1
0
HI
P
WINDOW #06 ABOVE:
MODEL 1818
WINDOW #07
ABOVE:
MODEL 1818
2x8 C.J. @
16" O.C.
2x8 C.J. @
16" O.C.
2x10 C.J. @ 16" O.C.
STEP TO GRADE
PER CODE
(2
)
2
x
1
0
H
D
R
.
(B
O
T
T
O
M
F
L
U
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)
8'-0" CLG. HT.
5
A-2.6
4
A-2.6
9" / 12"9" / 12"
4"
/
1
2
"
6" / 12"6" / 12"
ASPHALT SHINGLE
ROOFING
5" OGEE GUTTER
2X10 R.R.@ 16" O.C.2X10 R.R.@ 16" O.C.
2X
1
2
R
I
D
G
E
HIP H
I
P
10' - 0"
0"
T.O. PLATE
FIN. FL.
GYM
T.O. DOOR/WINDOW
ATTIC
2x12 RIDGE
COMPACTED FILL
7' - 0"
8'
-
0
"
10
'
-
0
"
4" P.C. SLAB ON GRADE
(3500 PSI MIN.)
W/ 6"X6" 10/10 W.W.M. ON
6 MIL VAPOR BARRIER ON
2" RIGID INSULATION BOARD
(2' HORIZONTAL AND
VERTICAL TO FOOTING)
4" MIN. COMPACTED POUROUS
FILL
8" P.C. WALL ON 8"x16"
P.C. FOOTING
TO -3'-0" BELOW GRADE
OR SUITABLE SOIL.
1/2" GWB ON WALLS
AND CELING
SPACKLE AND PAINT
12
"
3
6
"
M
I
N
.
TYPICAL ROOF CONSTRUCTON:
-2x RAFTER PER PLANS
-5/8" CDX PLYWOOD SHEATHING
(ZIP SYSTEM OPTION)
-WEATHER BARRIER
-ICE AND WATER SHEILD TO CODE
-ASHPHALT SHINGLE (BLACK
APPROVED H.P.C.)
5" OGEE GUTTER
TYPICAL WALL CONSTRUCTON:
-2X6 WOOD STUD
-1/2" PLYWOOD SHEATHING
-WEATHER BARRIER
-RAIN SCREEN (BLACK)
-1" x 8"&10" VERTICAL BOARD SIDING.
LEFT TO WEATHER.
9"
12"
9"
12"
2x10 C.J. @ 16" O.C.
2x8 C.J. @ 16" O.C.
(2) 2x10 HDR.
BOTTOM FLUSH
0"
10' - 0"
FIN. FL.
T.O. PLATE
GYM PORCH
STRUCTURE IS SEASONAL
& UNINSULATED.
T.O. DOOR/
WINDOW
7' - 0"
---
-
22' - 0"
MAX. HEIGHT
ATTIC
BRICK PATIO
2"
1/2" GWB ON WALLS AND
CEILING SPACKLE AND PAINT
22
'
-
0
"
8" P.C. WALL ON
8"x16" P.C. FOOTING
TO -3'-0" BELOW GRADE
OR SUITABLE SOIL.
8" P.C. WALL ON
8"x16" P.C. FOOTING
COMPACTED
FILL
2x6 C.J. @ 16" O.C.
W/ WAINSCOTTING CLG.
2x8 R.R. @ 16" O.C..
2x10 R.R. @ 16" O.C..
2x10 C.J. @ 16" O.C.
4" P.C. SLAB ON GRADE
(3500 PSI MIN.)
W/ 6"X6" 10/10 W.W.M. ON
6 MIL VAPOR BARRIER ON
2" RIGID INSULATION BOARD
(2' HORIZONTAL AND VERTICAL TO
FOOTING)
4" MIN. COMPACTED POUROUS FILL
TYPICAL ROOF CONSTRUCTON:
-2x RAFTER PER PLANS
-5/8" CDX PLYWOOD SHEATHING
(ZIP SYSTEM OPTION)
-WEATHER BARRIER
-ICE AND WATER SHEILD TO CODE
-ASHPHALT SHINGLE (BLACK
APPROVED H.P.C.)
TYPICAL WALL CONSTRUCTON:
-2X6 WOOD STUD
-1/2" PLYWOOD SHEATHING
-WEATHER BARRIER
-RAIN SCREEN (BLACK)
-1" x 8"&10" VERTICAL BOARD SIDING.
LEFT TO WEATHER.
COMPACTED FILL
5" OGEE GUTTER4"
12"
ATTIC
ACCESS
TO CODE
STEP TO GRADE
PER CODE
10
'
-
0
"
7' - 9"
B.O. HDR. /
GIRDER
8'
-
0
"
JO
B
N
O
.
:
DA
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:
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A
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N
B
Y
:
AP
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:
RE
V
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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.
PAGE:
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1/4" = 1'-0"1 POOL HOUSE FOUNDATION PLAN
1/4" = 1'-0"2 POOL HOUSE FLOOR PLAN
AREA CALCULATIONS:
POOL HOUSE350 SF
COVERED PORCH150 SF
1/4" = 1'-0"3 POOL HOUSE ROOF PLAN
1/4" = 1'-0"4 POOL HOUSE SECTION 1
1/4" = 1'-0"5 POOL HOUSE SECTION 2
SEE SHEET A-4.0 FOR WINDOW AND DOOR SPECIFICATIONS.