HomeMy WebLinkAbout35515-Z F(
CONC.
~C
O
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PROPOSED
LOT COVERAGE
EXISTING LOT COVERAGE PROPOSED LOT COVERAGE TOTAL
STATUS DESCRIIPTION/USE LOT
ENCLOSED ROOFED DECK ENCLOSED ROOFED DECK COVERAGE
EXISTING/ MAIN BAIRN 12OO ¢ 240¢ IOIO~f 224¢ 2("14 ¢
ADDITION ~.
NE~J HORSE BARN IPRIVATE) 80~ 8f 3~.& ¢ - 1142 sf'
NE~J CROP STORAGE BARN (Re(rig.) ]315 ¢ 45 5F - 1358 sf
EXISTING FARM STAND 48 ~f - 48 sf
EX[STING QUONSET HUT/CROP STORAGE 3~,00 ~f - 5(.00 sf
EXISTING 5HED- CIDER/PIE5 41J st' - 41J sr
EXISTING 5iLO 200 5f - 200 ¢
EXISTING/ SINGLE FANIL¥ D~ELLING. 2/42 sr 1~8 sf 220 sf Il13 ¢ 544 sf 4("ifil ¢
ADDITION ADDITION. GARAGE -*~ ,r .... r~o ~¢ R~al
EXISTING/ SINGLE FAMILY DttlELLING,
ADDITION FARM STAND /.40 sf 52 sf 112 ¢ ("40 ¢ 352 ~l' I11~. ¢
EXISTING SINGLE FAMILY DUlELLING 1152 ~f 3~O st' 2~,2 ~t' 1114 st'
EXISTING GARAGE 328 st' - 328 ¢
EXIETING SHED fGOATS) 35:1 st' - 33fl sf
EXISTING SHED 205 ¢ - 205 sf
EXISTING SHED 144 sf - 144 ¢
EXISTING SHED fCORN) lift st' IF] sr
EXISTING TO~ER 50 ~f (footprint ~0 sf ffooLprmt
EXISTING CHICKEN COOP I1(" SF - P(. ¢
TOTAL 11,242 5F 880 5F ~f14 5F 4241 5F 8'1~ 5F 1%O43 5F
(O.L% LOT COVERAGE)
PROPOSED
SITE DRAINAGE:
AREA VOLUME IRequ~¢ed) DRAINAGE 5TRUCTUREE VOLUME
ave~nB Total ~54 cf Dome Top fTrafflc Bearing) 3~10 cf
~o
UTiLiTY POLE
NYT
5 ~'to 2,5' 14" UJ
ZONING: AC (SOUTH PORTION OF PROPERTY)
LOT AREA fExmtmg); 3,154,8'fl S.F.
LOT LUIDTH IRequ~red Nm.):
LOT DEPTH fBxmbnlg): 4S~2' f±)
REQUIRED YARDS: (PRINCIPAL)
FRONT
RENOVE
EXISTING
ASPHALT
PAVING
?,, ',/ o
3TING
Y
HOUSE
pdc
0
PROPERTY OLtJNER:
BREEZEHILL PARTNERS, LLC
C/O BREEZEHILL FARh
PO BOX 24~, PECONIC, NEIg YORK 11fl68
SITUATE: PECONIC
TO~N OF SOUTHOLD
SUFFOLK COUNTY, NELLI YORK
5CTM ~; IO00-q4-01-~(.
LOT AREA; M2.42¢* ACRES ~Sj54.EMq S.P3
APPLICANT:
EUGENE BURGER
CUTCHOGUB, NB~ YORK I1~[
PLANS PREPARED BY:
FREDERICK BEBER, ARCHITECT
4l E. MAPLE ROAD
GREENLA~N, NED YORK 11140
SURVEY rNFORMATION;
NATHAN CORDIN, LAND SURVEYOR
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CONC. ~ON,
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DATED: AUGUST 8, 2008
REVISED: SEPT. 22, 2008
REVISED: JANUARy 2, 2DOff
REVISED: AUGUST 18, 2OOfl
REVISED: OCTOBER 2, 2DOff
REVISED: APRIL lB, 2OIO
N Y
5ITE PLAN o ,o'
l" = ~<O'
R O,,'k F))
DRAilING
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0
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(IRT
C(
SETBACk
I PAV[N~
UTILITY POLE'
NTT ~230
MIDDLE
ROAD (NORTF
(C.R. 48)
EXiSTiNG
FARM
STAND
\ o
\
\
k
o 5 &-I° 46' OO" lJJ
~ 515.23'
b
t
NEy
Nero 2xlO IR.E. W' cc
/ Nero 2xlO R.R., [G" cc
/
/
/ Nee 2xlO IR.E,, ¢ Dc
Ne~ 2xlO IRIR C' o¢
Lover 5bed Roof
3or_o,,
:one. BI.
xd Vertical
Pl~u~ood
Up 2IR
~ 8" f±)
b
WINDOW SCHEDULE
No
IEXISTING BLOCK BARNI
G§p, Bd on
Celhng
Gl
INem Door
Nee 4" P. Cone. Slab
W~IF Relnf
2xlO Narler ~. Bolt
t,o
~all fTgp.)
(Wagons, Carnages. Etc.)
Header
G"xlO" Timber Beam G"xlO" Timber Beam z-"xlO" Timber
r-J
on 20'x20'
Y-O" Belo~ Grade
[Typ.)
MAIN BARN BUILDING
FREDERICK
ROBERT
ARCHITECT
II
ORA"mING TITLE.-
FIR,~T FLOOR
SECOND FLOOR
JOE':
HAIN BARN
BUlLDINQ
CR 48 (M~ddle
PI=CONIC. NY
TO"mN OF E, OUTHOLD
$CTM% 1000-14-01-$&
ARCHITECT:
FREDERICK R. ItlEBER
41 EA,ST MAPLE ROAD
QREENLAmmmN, NY 11140
$2 NOYAC PATH
EIATER MILL. NY II~ll&
TEL &3,1 I~4-E~GG
FAX /-3,1 2/-I-IO84
EIEAL:
REV.: APRIL I~ 2OIO
DATE: MAR 15, 2OIO
~SCALE : I/4" = I'-O"
JOE, NO.' w2OO80$
DRAIIIING NO.
1"J 2
40'-0"
on
Ix8 R~ke Bd.
Fascia ESd,
m/ I/2 Round
Alum. Gut. ret
(Round Leader~)
MAIN
BARN
112
(Eound Leader~)
12
]2
Ix8 Eake
~x2 ~hln~le
Moulding
%~__LUood
Alum. Gutter
(Round L~ader~)
~O
12
30'-O"
112
L_~-__J_J
II I
B U IL D IN G
FREDERICK
ROBERT
WEBER
ARCHITECT
I
I
T
nj
DRAWING TITLE=
ELEVATION5
HAIN BARN
BUILDING
PECONIC. lit
TOWN OF .5OUTHOLD
$CTIl~: IOOO-14-OI-3,&
ARCHITECT:
FREDERICK R. ~EBER
41 EAST ~APLE ROADI
GREENLA~N, NY 113~O
E2 NOYAC PATH I
I~ATE""ILL, NYII~I, I
REV.= APRIL I~. 2OIO
DATE: lIAR I!;. 2OIO
ECALE : I/4' - I'-O'
JOB NO: a2OO803,
DRAIIJING NO.
OF M~ ~
on Dest UJall ~ yon LUest End of' North/South U~all~ on East End of North/South
Cone, ~look
~'P. Cone. 5lab
EXI.STINC~ .SECTION
8u
Cone Block
(20 Courses
Above Grade)
18 x 40
Steel Girder
I 3/4" x I/." LVL
for Bearing on Steel Girders)
IEXISTING BLOCK BARN]
SECTION AA
I/4" = I'-O"
40' O"
MAIN
BARN
Remove Concrete Block
'--i-i--~i---i--i--i--i--~E--i-~T--i i i
¢ tU 18 x 40
EXI.STING SECTION
I/'4" = I'-0'
I0
~2
2x12
Rrd~e~
kUood Shingle ¢
Roof o L Nee 2x8 C,T,
Lathe
-- Neu 2~dO R.R,
Shed Dormer
12
S I/2
5heal
Extend I/2"
5hea~hln<
Rafter
52" o¢, Grout mto
Bilk CavltB (Top,)
Provide
of
P)gu~d and ")8"
Exmstln~ 8" BI,
Provide
JBTO~AGBI
fUnheated 5pace)
Plgeood 5ubfloor
Conc. ~look
fLevel Existing LUalL
Above Grade)
LVL Girder
· Mldspan
-Existing 2xlO R,J,, It" cc
IPitched for Roof Oramage)
fUnheatcd Space)
' Nailer ~
[STORAC
IUnheated
-' 12
2x8 RR ¢ Cd
30'-0"
:SECTION P,B
I/4" = I'-O"
B U IL D IN G
Ex osrd Found
~at
8' P, Cone,
Found. UJalJ on
1(."×8" Cont.
P Cone Footing
FREDERICK
ROBERT
ARCHITECT
N
IL!
l_El
DRAIIIING TITLE:
SECTIONS
MAIN ~,ARN
m. UILDING
31215 CR 48I~l~le R~
PECONIC, NY
TO~N OF ~OUTHOLD
SCT.~IOOO-14-~~3&
ARCHITECT=
FREDERICK R. ~EBER
41 EAST ~APLE ROAD
GREENLA~N.N¥ 11140
B2 NOYAC PATH
· ATER ~ILL, NY lift1&
TEL Z3,l
FAX &31 2&1-1OII4
REV..'
DATE: APRIL I~, 2OIO
~CALE .' I/4' m I'-O"
JOB NO: I2OO80$
DRAIIIING NO.
1B4
SIMPSON LSTA 20 GAGE
RIDGE 5TRAP - ALL ROOF RAFTER5
2 x 4 TIE · EACH RAFTER
2 x 10 CEILING JOIST
SIMPSON H2 HURRICANE
CLIP NAILED. FROM
RAFTER TO STUD -
TYPICAL ALL RAFTER5
~ - Ed NAIL5 EACH END
DOUBLE TOP
PLATE
APA RATED PLYWOOD TO--
EXTEND TO TOP OF TOP
PLATE
WRAP + NAIL 5TRAP
( 4 - 'Id NAIL5 )
AROUND SILL PLATE
AT ANCHOR BOLT
5ER FOUNDATION
FOR DESIGN/REINFORCING
SECTION
SHIELD UNDERLAYMENT
REQUIRED - 2'I" PROM EDGE
POSITION OF
HURRICANE CLIP U5E
51MPEON H~
PROVIDE Ed COMMON
NAIL5 e 'I' O.C. AT
EXTERIOR EDGE OF ALL
SHEATHING.
SHEATHING TO LAP TOP
WALL PLATE5
STUD5
51MPEON MET31
L~IDE - 12 GAGE
OC
IGTA[NLE$S STEEL)
TO SILL PLATE
8d NAIL5 e 'Ii, C.C.
fSHEATHING TO LAP SILL PLATE)
/ 2x4 5ILL PLATE5
ACQ TREATED
~/ 2"x2"xl/4" UJASHER.
IHOT DIPPED GALV. OR
STAINLESS STEEL)
150LATE WASHER FROM
5ILL PL W/ FELT 5TRIP
HURRICANE CLIP
TYPICAL
HEADER
ELEVATION
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH
GABLE ROOFS
GABLE ROOF5
HIP ROOF5
I0°( ~ 430°
PROVIDE 8d COMMON NAIL5" 4'
AT HrGH PRESSURE ZONE - C' O,C
AT ALL OTHER PORTION5 OF ROOF
TYPICAL,
PROVIDE 8d NAILS e 4" O.C. AT PERJ'IETER INTERIOR
PORTIONS OF PANEL5 IN HIGH PRESSURE ZONES,
IO°( (3-C45° NOTE : a = '4 FT. IN ALL CASE5
PROVIDE 8d COMMON NAIL5 · 4" C.C.
ALL HIGH PRESSURE ZONES
PROVIDE 8d COMMON NAILS ~ ~."
-AT ALL OTHER PORTION5 OF ROOF
TYPICAL
NOTE: HIGH PRESSURE ZONE5 ARE ALL AREAS
"i'-O" FROM ANT RIDGE, HIP OR GABLE END
COMPONENT AND CLADDING PRESSURE ZONES
ROOF PLAN
MST3~ METAL STRAP
e JACK POST
· / 4 - 88 NAIL5 e32~
EACH END - TTP.
I]/2' ~IDE -12 GAGE
METAL 5TRAP ~32" OC
MAXIMUM,
FOUNDATION
· ""' I Nail $1Zml I NIII Splolng
ROOF FRAMING
R~er to Top Plate (Tae-nalled) 3 - 8d pm' ralter
Ceiling Joi~t to Parallel Rmter (Faoe~e~led) 3 - 1~ e~ch isp
~.,~11~1~ JOM L~pa ~ PirU~on$ (Faea-nalisd) 4 - 16d each lap
WALL FRAMIN~
Tep Pl~e~ ~t Inlem~lioni (F~ce-nall~l) 4 - l~d joirCm-e~ch
FLOOR FRAMING
~ 8~lp t~ Beam (F~-n~lisd) 3 - 1ltd
B~nd Jcl/to Joist (End-niil~:l) 3 - t~d p~r loisl
ROOF 8HEA'n-IING
CElUNQ SHEATHING
WALL 81-lEA'Il-lING
FLOOR ~'IEATHING
~ N~llng requlmmon"- are beaed on wall cheathlng n~lisd 6" on-center at Ih$ panel edge, If wall cheathing is n~lled
DESIGN CRITERIA:
GROUND SNOW LOAD - 4~ PSF.
FIRST LEVEL - 40 PSF, L.L.
LIVING AREAS - 40 PSF, L.L,
BEDROOMS - SO PSF, LL
WIND EPEEO - 120~ MPH
SEISMIC DESIGN CATEGORY - ~5
WEATHERING - SEVERE
FROST LINE DEPTH - 3¢
TERMITE - MODERATE TO HEAVY
DECAY ~ 5LIGHT
ICE SHIELD UNDERLAYMENT REQUIRED - YE5
DESIGN CRITERIA:
DESIGN IN ACCORDANCE WlTHI AMERICAN FOREST PRODUCT5 ~JOOD FRAME
CONSTRUCTION MANUAL FOR II + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD
WINDOWS - GLAZED OPENING
EXTERIOR WINDOW5 5HALL HAVE GLAZED OPENING PROTECTION FOR BIND-BORNE
DEBRIS TO MEET THE REQUIRE:MENT5 OF THE LARGE MI551LE TEST OF AETM
E [~% AND OF ASTM E 188(, REFERENCED THEREIN, IN LIEU OF IMPACT
RESISTANT GLAZING, WOOD 5TRUCTURAL PANEL5 WITH A MINIMUM THICKNE55
OF q/lC' AND A MAXIMUM 5PAN OF 8' 5HALL BE PERMITTED AS OPENING
PROTECTION, ATTACHMENTS 51HALL BE 2 I/2" ~E WOOD 5CREWS, IL" OC
FOR 5PAN5 UP TO ~' AND 12" OC FOR 5PAN5 BETWEEN ~,' AND 8'
GARAGE DOOR5 TO BE RATED FOR 120 MPH WIND LOAD,
FREDERICK
ROBERT
ARCHITECT
I
I
T
ILl
l'q
1_1_1
LLi
DRA"IING TITLE:
CODE DETAIL5
JO,.-
MAIN BARN
BUILDING
PECON C, NT
'rOUIN OF 5OUTHOLD
SCTH# 10OO-14-01-$&
ARCHITECT..
FREDERICt~ R. BEBER
41 EAST PIAPLE ROAD
GREENLAILIN, NY 11140
;2 NOYAC PATH
mATER HILL. NY Ilqlz
TEL /-2,1 154-5555
FAX &~l
REV.: APRIL lB, 2010
DATE: IlAR Iii, 2010
SCALE ; I/4' '
JOES NO: e2OOBO$
DRA[UING NO.
OR MB, ;