HomeMy WebLinkAbout31404-ZFORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 31404 Z Date AUGUST 29, 2005
Permission is hereby granted to:
DENNIS J SMITH
836 SOUTH COUNTRY RD
EAST PATCH GUE,NY 11772
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR
at premises located at 1200 SKUNK LA CUTCHOGUE
County Tax Map No. 473889 Section 097 Block 0003 Lot No. 011.007
pursuant to application dated AUGUST _ 26, 2005 and approved by the y
Building Inspector to expire on FEBRUARY 29, 2007.
Fee $
1,656.90
ORIGINAL
Rev. 5/8/02
zea Signature
APP OVIE AS NOTED COMPLY WITH ALL CODES OF
DATE: 0 ! 5NEW YORK STATE & TOWN CODES
o e'P'# 6 AS REQUIRED AND CONDITIONS OF
FEE: BY: 3(11-fi �T-�^N
NOTIFY BUILDING DEPARTMENT AT". -_-�'"JIN', BOARD
765.1802 8 AM TO 4 PM FOR THE $ -- .
FOLLOWING INSPECTIONS: SOGH'A - 61'
I. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE NY" DE
FRAMING 8 PLUMBING
3, INSULATIONPLUMBING
4. FINAL - CONSTRUCTION MUST ALL PLUMBING WASTE
BE COMPLETE FOR C.O. 8 WATER LINES NEED
ALL CONSTRUCTION SHALL MEET THE TESTING BEFORE COVERING
REQUIREMENTS OF THE CODES OF NE _
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
OCCUPANCY OR
DO NOT PROCEED WITH USE IS UNLAWFUL
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION %A11TL11111TPCOTICIPATC:'e
TAIN STORM WAT
3SUANT TO SECTI
THE TOWN CODE.
UNDERWRITERS CE
REQUIRED
LEAD CONTENT
TIFIC47E OF OD
)i -SER USED IN
'PI Y SYSTEM(
(CEED 2/10 OF 1'.
3 & CONNEG I j4.
REQUIRED. m
VIIJYL 5(pxe- oVE�,),'r 161D
IN SutAllo-I oveyL r vOr ' Me," SUQE'fYV6Y-
1.- �c Owl- FuaSHI CI r
��El,.r /ASHcRS
/ GALSt LA(,
I 8 d'Lr(S
2KR �J. 2%10 Box JOIST
11 t
1\ r
1"=1 -0
2FNFRA1 NOTES .rt - eYi?"a.
I. All work shag conform to the -i
„ r001. Ali
Residential Code -of Npw r r
York State, published to May of 2002. All work shaR�afao Conform m the
requirements of any other authorities having jurisdiction, The Contractor U
shall obtain and arrange for all required laspeCtions,�tatificates sad this, '
2. Frain p knabe'r 4o be hem -fir 82 & better unless notisd otherwise, pecl;x 2
0 aad'porch posts to be framed with pressure preserepdve fretted south" 'C
, yelow pine B2 & better unless noted otherwise. Pasteaers for pressure treater p
wood to be hot -dipped galvanized or stainless' steed.
I R 3. All Concrete work shall conform to the regtrirmnents and reromsbendatMnc ty yi"
NIP of ACI -319-99 " Specifications for Structural Concrete for Bnfldlags", Slabs I
and steps exposed to freezing shall be 3,500 psi, all other eoncre6p �to be 3,00
W � � (�✓ � "!
psi. All concrete shall be air entrained. Total content shag
9 t best than
5% or more than 7%. Reinforcing steel shall conform m,ASTM A`69'S grade 60. �
4. All steel work shall conform to the requirements of the ALSC 'Spectf�lcad0*s' vwi
for the Design, Fabrication and Erection of Structural Steel for Buildings." j
--- Steel shall conform m ASTM Aand AA- UI r
p- 5. AE foundations shag rest onn and sob of 2 mnc/agft hearing aL QQ i
+0
capacity. Contractor shall verify the level of acceptable bearing sham in the 3 Q U {
1 O �rt Sd
starting
The Contractor shag verify all existing conditions and any
ambiguities
before.
starting construction and shall notify the Architect f n any shoos ties or Z W j
or during
con before proceeding with the work. if any draw"*,
at'ItGq itat'orE .01' U Ao
or during construction as to the intent or detaDs ti the tdg/or his, a
Contractor shag notify the Arepitnct for ciarlfiCatlon and/or htptRticdom. if
the Contractor falls m follow, the above p�q( IWe, he/she shalt 10"Sap*aA qty Cit
responsibility for the consequences for actions and/or dosions. Z ;
Ll ✓� � � �
8K i 7. The Owner shall arrange for supervision of the construction work to Wsni'u ''777 0
compliance with the construction doumonts. 1 'a
K ? i
� � I 8. Written dimensions shell have precedence over scaled dimensions,
t FI
All work rk shall conform to the requirements of the AC[
" j�JO.Y•'35' ;
If "Specifications for Masonry Structures". ' 4V
p o Q a �1
10. Install solid blocking every 4'-0" 9n -between roof rafters and floor joists in
the, first three bays of framing next to gable end walls. C] ea
11. All electrical work most conform to N.F.P.A. 70-1999. The inspection _ ¢ -Z
agency providing the electrical certificate must certify that aR electrical work n « P
has been installed in accordance with the Residential Code of New YOrk'Stam
Part VM and N.FP,A. 70-1999. j
12. Project is Ina vind-born debris region (wdthfn onemile af.a
shoreline). AB windows and doors m betrimmed-out with 1"x4" pts 2 U
the exterior so that wood structural panels (7/16" plywood)'can be
a _ attached for hurricane protection.' Panels to be precut and 1'at>4o9 l
0 I M for all window and door openings. Panels to be secured with 2 lt2",i S
S
O I ! wood strews @12" o.c. around perimeter. If multiple sheets of plyw'oo
.LL 4 A%, i are required, they wIR be attached as follows:
L ( _ 6o0C VET`AIL -_ i 'Lx4` Z I it #tSi5rf.2'1vS NTCAc7 41
'
r 1'b „UPPoai �"f (jtiPlwlL) > � � e0 �
N1641 Ga 0. Pi61Z —1 gds$ ScR Elv1 tlasoa.�l tYi,� tv a) 1'
8s JcINT IN
e
y"jI �'-
.� 7. j' -_- - 7'.Ov J , I 13, C-I�Mp.'I'I.AND Of),(itR lCj7i1 N�1TrARrs .._ -. '1 rTk'
v J I THIS ISA 1090CRIPfNG DESIGN USING THB AMERICAN FORWT,AND ffS
( PAPER ASSOC. WOOD CONRTRUCTION MANUAL FOR ONB & TWO FAMILY;, r '•-i4r '!"I'' ::I
$ — f
DWELLINGS, 1995 SBC NIGH WIND EDITION
VERTICAL DESI -N Q DR - (; „ "Cry -
�Q SIEVING ROOMS 30 PSF LIVE LOAD, 10 PSF DEAD LOAD
ALL OTHER ROOMS 40 PSF LIVE LOAD, 10 PSF DEAD LOAD
WOOD DECKS 40 PSF LIVE LOAD, 30 PSF DEAD LOAD
('y2 ATTIC (NO STORAGE) : 10 PSP LIVE LOAD, 10 PSF DEAD LOA'41
I2��11°. ^ti\ I YYttM I ATTIC(W/STORAGE) iYDi PlBtiMVwLIVE
D Ftr)i.MDB.:"
eLOA*—
SNOW LOAD ria'PSY,IVELpAD.
Y..av
+ c1 ROOF RAFT `F$ts (NO CATHF,DRA 1 1 /
d I 3 GNG)NG): 180 d
1r� r
ROl'YF RAPL'ERS (CATHEDRAL CEILING) W240 -
N
FLOORS U360 +Iw'; t
G I 0 'O I eTFRAI. & IP 1FT I OAD , , 9 ,1
BASED ON -W3 -SECOND WIND GUST OF 120 MPH (FASTEST MILE Ico" ! I
` 0'v AND WIND,E(POSURE CATEGORY Ba
�` K I _
t-Nt.. pt N SEISMIC .AT .ORTY,: C IAS PER SECTION R301.2.Z, THIS PROJECT Dbffi NOT„
ro u Pl I REQUIRE SEISMIC DESIGN)
r q,`
VVEATHERINGINDEX: SEVERE USE 3000PSI CONCRETEFat Pev pA
3560 IaI Fes Stabs QtPaxD to
..: I FROST LINE DEPTH; BOTTOM OF FOOTING TO BE T -O- MIN. BELOW G 4. I
.t
TERMITE DAMAGE PROA 1 XTY : MODBRATE TO HEAVY I .
DECAY DAMAGE PROBABILITY: : SLIGHT TO MODERATE �.
I'o5Y .N �h s 4`
1 WINTER UPS1 AY Bill B T MF, _ PERA- 1T 7RF : 11`F
. I a1`¢ N f ,
Cxr NG.l.MUST�FI=R l DItDERI MPNPAPOU1RFh: AT ALL EAVES. FROM'P
0�rJ u�sroRceC� sale)
fl*1 P 14a{,) r-- r- EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WAIL LINE OF TRI i
—I,ti,� ;,,,,;;, - . , __ __— BUILDING (R905.2.7.1). I r
I I � F• J
1' 6 eke ' o' 1 PLODD HAz` ARDS, fl{ s PRo 1-�-- CT 15 /JOT IN A k ool)
1 Ap-g-A, Of IsT FL 1283 s F
-r -b -1r1 L = 29 -1 6-- r- ' g 7
2. ARTA of jrRoaT c0\/6f-,ED FOCcj1 4905 F -
A R. EA OF CA(ZA6e = 660 Sr-
fF A2E t� OF 12EA z DEGI< 4 /0 4 S F VI
n fI UI�
n � I
'Z
.rc
`
7
1 Ap-g-A, Of IsT FL 1283 s F
-r -b -1r1 L = 29 -1 6-- r- ' g 7
2. ARTA of jrRoaT c0\/6f-,ED FOCcj1 4905 F -
A R. EA OF CA(ZA6e = 660 Sr-
fF A2E t� OF 12EA z DEGI< 4 /0 4 S F VI
n fI UI�
n � I
SAT' : 1' 7 ",- ''
X23
'Z
.rc
7
V1
SAT' : 1' 7 ",- ''
X23
P
Rafter to Top Rate ('Poe -nailed)
Ceiling Joist to Top Rate (Toe -nailed)
Ceiling Joist to Parallel Rafter (Fare -nailed)
Ceiling Joist Lapa over Partitions (Fscc-nnilnp
CollorT,eto Rafter pwe-nailed)
Blocking to Rafter (Toe -nailed)
Rim Board to Rafter (End -nailed)
Top Plate ro Tap Rate (Face -nailed)
Top Plales at Intersections (Face -nailed)
Stud to Stud (Pace -nailed)
Header to Header (Fuce-nailed)
Topor Bottom Plate to Stud (End-noiled)
Bottom Rao to FloorjoisL BunOuisl Endjoisl or Blacking
loistm Siu, Top Plate or Girder (Tae -nailed)
Bridgingta Joist (Too -nailed)
Blocking to Joist (Toe -nailed)
Blocking so Sill or Top Rate (Too nail d)
Ledger Strip to Boom (Face -nulled)
Joist on Ledger to Basin (Toe -nailed)
Band Joist to later (End -nailed)
Band Joist to Sill or Top Plate (Toe -puled)
W__Nwwwa
Structural Panels
Diagonal Board Sheathing
I'k6" or Vag"
Valli" or wider
Simetu nal Panels
Fiberboard Panels
7/16"
25/32"
Gypsum Wallboard
Hadboad(Ns'P ss�Z:+,67 sN�7rrr.dG)
Paniclebourd PanelsoNu7 v'JFU 11-5 jdQ97toNr)
Diagonal Board Sheathing
I"x6" or I"x8"
I"x10"or wider
Simeund Pawls
V or less
greater than I"
Diagonal Board Sheathing
I"x6" or 1"x8"
I"x10' or wide
'.5_10A 11
3 -IPP
3- IDd,
2- 8d -
2-16d
lot
2-I6d'
Per foot
O
and
'w.s�t,
III
pe taller'
3
1i
gofjolg
{
poi•
ech,lap,
16" o:c. along adgee
2-16iP
'Mopiilp'-
N Q
0.0 - -86
lot
2-I6d'
Per foot
O
and
4-160
joints- p)dhside
3-I6d
each
2-16d
- 24" o.c.
Q F
poi•
)6d
16" o:c. along adgee
2-16iP
i
8d
0.0 - -86
Skylight 1: Wood Fmme:Double Pace with Cow -E 6
a 12 G
2-16d
pa 20 etpd
14
bar at
3.16d
per 20 stud
p- CJI
4-16d
per 2x6 stud
q
•.I
been
deigned to mea the New York State Energy Conservation CopateaaiooCoda *06**
�T*T� 2
to Z '�
Proimsiond has stamped and signed this page, they aro atwaBag that to the bet 6kLislheilmowledgq beli(K SO&
2-16ds ' -, Pa
4- 8d
Per
2- 8d
and
2- ed
and
3-I6d
each
3-16d
04
3- 8d
poi•
3-16d
per
2-16iP
Plr
8d
0.0 - -86
Skylight 1: Wood Fmme:Double Pace with Cow -E 6
a 12 G
2 -Rd
2.0 166,'_ .
3$d
bar at
8d
6d
8d
5d coolers
Bit
8d
2.8d
84
10d
3^ edge I W field - '
tt
r edge v. 400'
7"edge llp"field
6^'td{Ib1 tz^'ihir
6° bdgnl6" 640
per aupputl
per adppun
" Nailing regoinemems are based on wql shed angneded 6" onIcenter at the pone) edge. If wall sheathing is nailed 3" oAceAlRitthe par
socialism Ngher cher capacities, nailing requirements for structural members shall he doubled, or altenlele ix)onaasas, ouch jP olesrPIS
)shall be used tomaintain the kind path.
P' When well she ah/n t is continuous over connected members, the tabulated number of nails shag be pennieed to be seduced l0 1.166 no
RFSOeck Compliance Certificate
New York State Energy Conservation Construction Code
REScheck So6ware Version 3.6 Release I
Data Rkama Grititled.mk
PROJECT TITLE: Proposed Residence
COUNTY: Su6aik -
STATF: Npw York -
?IDD: 5730
CONSTRUCTPN TYPE: Detached I or 2 Family
HEATING TYPE: Non -Electric -
W04DOW / WALLRATIO: 0.12
DATE: 08/17/05
DATE OF PLANS: 8-18-05
PROJECT DESCRIPTION*,
Dennis & Svzmne Henan -
”
U
COMPLIANCE: Posses
N oh
Your Home UA = 464
4T
0.0% Better Than Code (UA)'
Gross
Glazing .-
Am, or Cavity
Cowl of Dom
Pennies R:Xo*
B�gWW � 114
Z
0.0 - -86
Skylight 1: Wood Fmme:Double Pace with Cow -E 6
q,gQO .2
Wall 1: Wood Frame, 16" ox 2578 13.0
2.0 166,'_ .
a
0.340 86
PE
0.800 21
Door 2: Glass 67
W �
L
s
0.0 go
C'GMIPLJANCE STATEMENT: The proposed building represented in this documitad is eooeltapY,Wah lhg8l'iilledh -,
plans, specifications, and other calculations submitted with this permit applicatipn, TNe,{fpdpgeptay;stdllos �srrye
been
deigned to mea the New York State Energy Conservation CopateaaiooCoda *06**
�T*T� 2
to Z '�
Proimsiond has stamped and signed this page, they aro atwaBag that to the bet 6kLislheilmowledgq beli(K SO&
prokosionel judgment, ons or specl8caiona ate in compliance with this Code.
aSr
Date 8-18
3^ edge I W field - '
tt
r edge v. 400'
7"edge llp"field
6^'td{Ib1 tz^'ihir
6° bdgnl6" 640
per aupputl
per adppun
" Nailing regoinemems are based on wql shed angneded 6" onIcenter at the pone) edge. If wall sheathing is nailed 3" oAceAlRitthe par
socialism Ngher cher capacities, nailing requirements for structural members shall he doubled, or altenlele ix)onaasas, ouch jP olesrPIS
)shall be used tomaintain the kind path.
P' When well she ah/n t is continuous over connected members, the tabulated number of nails shag be pennieed to be seduced l0 1.166 no
RFSOeck Compliance Certificate
New York State Energy Conservation Construction Code
REScheck So6ware Version 3.6 Release I
Data Rkama Grititled.mk
PROJECT TITLE: Proposed Residence
COUNTY: Su6aik -
STATF: Npw York -
?IDD: 5730
CONSTRUCTPN TYPE: Detached I or 2 Family
HEATING TYPE: Non -Electric -
W04DOW / WALLRATIO: 0.12
DATE: 08/17/05
DATE OF PLANS: 8-18-05
PROJECT DESCRIPTION*,
Dennis & Svzmne Henan -
”
COMPLIANCE: Posses
Maximum UA = 464
Your Home UA = 464
0.0% Better Than Code (UA)'
Gross
Glazing .-
Am, or Cavity
Cowl of Dom
Pennies R:Xo*
B�gWW � 114
Ceiling 1: Fla Ceiling or Scissor Truss 1693 19.0
0.0 - -86
Skylight 1: Wood Fmme:Double Pace with Cow -E 6
q,gQO .2
Wall 1: Wood Frame, 16" ox 2578 13.0
2.0 166,'_ .
Window l: Wood Frame.Double Pane with Low -E 254
0.340 86
Door 1: Solid 71
0.800 21
Door 2: Glass 67
Floor 1: All -Wood Joist/Tmss:Ove Unconditioned Space 1693 19.0
0.0 go
C'GMIPLJANCE STATEMENT: The proposed building represented in this documitad is eooeltapY,Wah lhg8l'iilledh -,
plans, specifications, and other calculations submitted with this permit applicatipn, TNe,{fpdpgeptay;stdllos �srrye
been
deigned to mea the New York State Energy Conservation CopateaaiooCoda *06**
W;b4!'y atteg)eld'dd D"figo
Proimsiond has stamped and signed this page, they aro atwaBag that to the bet 6kLislheilmowledgq beli(K SO&
prokosionel judgment, ons or specl8caiona ate in compliance with this Code.
Date 8-18
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