HomeMy WebLinkAbout36329-Z
Town of Southold Annex 12/6/2013
P.O. Box 1179
54375 Main Road
$ Southold, New York 11971
l ~
CERTIFICATE OF OCCUPANCY
No: 36646 Date: 12/6/2013
THIS CERTIFIES that the building FARM BUILDING
Location of Property: 24435 Route 25, Orient, NY 11957,
SCTM 473889 Sec/Block/Lot: 18.-2-34
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this ofiiced dated
4/8/2011 pursuant to which Building Permit No. 36329 dated 4/18/2011
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
25'X 95' agricultural storage barn as applied for.
The certificate is issued to Boyle, John & Boyle, Catherine
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
~6/orizq(l Sign tore
* TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
h , SOUTHOLD,NY
OM"
f
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit 36329 Date: 4/18/2011
Permission is hereby granted to:
Boyle, John & Boyle, Catherine
48-11 37th St
Long Island City, NY 11101
To: construct a 25'X 95' barn per Planning Board as applied for
At premises located at:
24435 Route 25, Orient, NY 11957
SCTM # 473889
Sec/Block/Lot # 18.-2-34
Pursuant to application dated 4/8/2011 and approved by the Building Inspector.
To expire on 10/17/2012.
Fees:
FARM BUILDING ALTERATIONS $150.00
CO - ACCESSORY BUILDING $50.00
Total: $200.00
Building Inspector
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL D
765-1802 D
APPLICATION FOR CERTIFICATE OF OCCUPANC APR A 2011
This application must be filled in by typewriter or ink and submitted to the Building Depart ent
BLDG. DEPT.
TOWN OF SOUTHOLD
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
V// Date. 4-
New Construction:
Old oyrrPre-existing Building: (check one)
Location of Property: a ~5 1 , '(Gc 0 (?C~
House No. /I Street Hamlet
Owner or Owners of Property: Jp11ti -y-- Crg7!!~,°j u~ Y4 o;
Suffolk County Tax Map No 1000, Section I Block Lot
Subdivision / Filed Map. Lot:
Permit No. > P 3 Z Date of Permit. a 1 Applicant: 4!5 - f4 Go V±_
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 3a
r Q_C C--) CT App c t Signature
o~ooF soor~
3~3a-q ®
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
KFOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
7
r
DATE 1 I INSPECTOR
VAR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
NSPECTION
[/f/FOUND WH1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ l FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: , d DATE INSPECTOR
-16 sour
pw
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE ( INSPECTOR
FIELD . NREP RT DATE CombaNTS
too Z2~ ~t
FOUNDATION (1ST)
d
FOUNDATION (2ND) 41 y
Ky
9,i Ox
) y
ROUGH FRAMING &
PLMVMI VG
'I
~A
0
INSULATION PIMN. Y.
y
STATE ENERGY CODE
~r
MAL
ADDITIONAL COb=NTS
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TO" OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
f1ILDIN4fDEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health NA
SOUTHOLD, NY 11971 4 sets of Building Plans ?
TEL: (631) 765-1802 Planning Board approval NA
FAX: (631) 765-9502 Survey ?
SoutholdTown.NorthFork.net PERMIT NO. Check be
Septic Form Ni4
N.Y.S.D.E.C. NA
Trustees NA
Flood Permit NA
Examined 20 Storm-Water Assessment Form ?
Contact: FRS; Ern bFiSk4M /,Sso~ ~LC,
Approved 120 Mail to: P.o - f>nX 1(e'7S
Disapproved a/c ~Jry 1) 14 tPO SosNo" NIC 114?I
3/410 (It 14 a,01 Phone: 631-1133-9o8q
Expiration 120
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date Jumr, ZI 20 to
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
15)Ei E= 40 6ESkGN Assoc LL(,
(Signature of applicant or name, if a corporation)
P.o. 3a, (L?S~SoTrto~p NY. 1(971
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
A4irfrr
Name of owner of premises Psl+ REALTY CuKP ~S01+N 30YLr, Le+TH,Ex4m)r_ -ooycg
(As on the tax roll or latest deed)
If apnliganf ;9r tion, signature of duly authorized officer
"ZZ~ P4Zrri1Z,?_
(Nam d title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
2y113s /Zim 86 (SKZ.T) ~tc~ags 4WY) OPIEm7-
House Number Street Hamlet
County Tax Map No. 1000 Section Block 02 Lot 3`/
Subdivision Filed Map No. Lot
,
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy R-8 0 Xxl ' ~J~TV QiE
b. Intended use and occupancy K - 8 0 4 y C c~ CT v RFC
3. Nature of work (check which applicable): New Building X ' Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost YI go wo Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
AG.eIc-O _Tuxk
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. -BA/W
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 9S ` Rear (Fs- Depth -01
Height /5=/3h" Number of Stories /
9. Size of lot: Front 9EOI Rear 't 950' Depth /75--3
10. Date of Purchase ('0 /Z a Name of Former Owner /yEGfn! xh /'ri Al
11. Zone or use district in which premises are situated K- 180
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X
13. Will lot be re-graded? YES_ NOLC Will excess fill be removed kom premises? YES_ NO ~C
37 STx.
14. Names of Owner of premises Tol, , Address /-.i,C, NY. Nl01 Phone No. 5487
Name of Architect 6mr- F.w bniiy AA5x., ltc, Address P,o,bWi42rso,mwLz Phone No L31433-4089'
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO DZ
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO-
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
BRAT 6, K 4 L being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the A4&r
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
LAUREN M.STANDISH
Sworn to before me this Notary Public, State of New lbrk
No.01ST6&Y/ I, .5'r day of So Mle 20 10 Comm aI fled in Su /L
.~CCnn 4 ~YI<evr_
Notary Public Si a of Applicant
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL
Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3 a Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined 20L Storm-Water Assessment Form
p 11 Contact:
Approved ID 20I Mail to: F_A5 Engb NZS14N RSSOc. t.Lr_
Disapproved a/c P,o, 3D,, I67S LounimziNY I1°171
Phone: ((631-76S-/%i
Expiration f 20_L~-
gais U Building Inspector
D APPLICATION FOR BUILDING PERMIT
2011
Date ~ - 2 20 10
EPT. INSTRUCTIONS
UTHOLD
tion MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
I
~
(Signature plicant or name, if a corporation)
P,O. 60y-1(VTV Serrncx.a NY 1Mr?I
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
i%EN i
Name of owner of premises PSH REALTY COP,?
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
241i3S MRt N RL 04k r_#-J7-
House Number Street Hamlet
County Tax Map No. 1000 Section 18 Block 2 Lot 3 y
Subdivision Filed Map No. Lot
MAILING ADDRESS:
PLANNING BOARD MEMBERS o P.O. Box 1179
DONALD J. WILCENSKI Southold, NY 11971
Chair OFFICE LOCATION:
WILLIAM J. CREMERS Town Hall Annex
PIERCE RAFFERTY 54375 State Route 25
JAMES H. RICH III (cor. Main Rd. & Youngs Ave.)
MARTIN H. SIDOR Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
December 5, 2013
Mr. John Boyle
48-11 37th Street
Long Island City, NY 11101
Re: Approved Site Plan for John and Catherine Boyle
Located at 24435 NYS Route 25, 100' e/o Platt Road, Orient
SCTM#1000-18-2-34 Zoning District: R-80
Dear Mr. Boyle:
The Planning Board has found that the requirements of the above-referenced site plan
have been completed based on the site inspection made October 30, 2013 and the
submitted affidavit by Gary Tabor, dated November 19, 2013. The site is now in
conformance with the approved site plan found on the survey for "SCTM: 1000-18-2-
34", prepared by John T. Metzger, L.S., dated October 19, 2008, last revised October
20, 2010.
This letter does not condone any changes from the approved site plan and approvals
from other agencies; Planning Board approval is required prior to any significant
changes to the site.
Please, if you have any questions regarding this site plan or its process, do not hesitate
to call this office.
Very truly yours, _
~i D
Donald J. Wilcenski OEC 13 2013
Chairman
cc: Michael Verity, Chief Building Inspector
Jamie Richter, Town Engineer
S6 3,~
TOWN OF SOUTHOLD
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: 07/15/10
Amended: 10/25/10
TO: Brett Kehl for
PJH Realty Corp.
P O Box 1675
Southold, NY 11971
Please take notice that your application dated June 21, 2010
For permit to construct a new 25' X 95' barn at
Location of property: 24435 Main Road, Orient, NY
County Tax Map No. 1000 - Section 18 Block 2 Lot 34
Is returned herewith and disapproved on the following grounds:
Pursuant to Article XXIV, Section 280-127, Site Plan approval from the Southold Town
Planning Board is required.
Authorized Signature
Amended to reflect a change in the width of the barn from 20' to 25'.
CC: file, Planning Bd.
Note to Applicant: Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
Town of Southold
Erosion, Sedimentation S Stornt-Water Run-off ASSESSMENT FORM
PROPIRM LOCATIOR: =TALC THE FOLLOWING ACTION! MAY REQUIRE TM UMMMUM OF A
000 ~ _a J~ EE sY A RI TM STATE OF VOW
SCOPE OF WORK - PROPOSED CONSTRUCTION UM # / WORKASSESSNENT Ya No
a. What is the Total Area of tit project Parcels? -
(include Total Area of all parade located within wR Nis ProjmCT Reten M Smrm.Water wrrOff
the Scope of Work for Proposed Construction) 250 0 s F Gestated by a Two M Inch Rainfall an She? ?
is to Total Area of lard Cbadrg (This hem wit ndude all nrwff created by sis
b. Whet doming wdW construction activities as well as d
andfa Ground Disturbance for lu pWcaed Site Improvements wAd 00 parmenaM creation of
Conebrw6onacBviyl 31pJ0 SF knpervious surfaces.)
2 Dow do site Ran and/or Survey PROVIDE BRW PRO,JWr DESCRIPnON vomme ns"PaeorsAn.asa ~ ~ P ?
Dre4rege Structures hditalig Sias & LoceYon?This X
Item shall Include al Proposed Grade Menges and
W Kne JLTI 0 µ OF R ~AY.rI 251X 4.S r Slopes CanboErg Statics Water Flow.
3 Does the Site Ran and/or Survey describe to arson
and eminent control practices Nat WE be used to
control site maim and aim water discharges. This
fern oast be ramnisned throughcut the Entire
Construction period.
4 will this preieet Require any Lard F ML Graft or
Excavation where Nee is a Closings to to Natural
-
of Existing ~N„~0-ftYam's
any Pascal?
5 WE Nis Application Require Land Disturbing AdIvIfies
Encompassing an Area In Excess of Five Thousand
(5.000 S.F.) Square Feat of Ground Surface?
6 Is there a Natural Water Course Running through tiwa
Site? Is this Project w" this Trumm se pladdcrn a X
General UM SVAWP Raatram ft: orvA in One Hundred (IOW) feet ofa Wetlad a
Srbnidon da SwPPP Is repbed for as Cpro6utlbn schloas kwoling apt Beach?
dsaAbarwsdaro (1)ormore area; dlbaborrrdbsfmos suetlrd 7 WE two be Site prepantlpn on Existing Grade Slopesa
are port of a larger comm plan that VA Veshey tlabrb one or None acres dlau4
which wWrod Fifteen (15) rest olVertical rise to
tt DWhnConaftmodon -abmared~WaSPkwdft DF.SapsdNMtbarred scrounes; Oro rle F4n~d (11W) of Hwiaalawdal obtasloa?
porurdt b repi adlor brabmr webdkdarges. e.
(NNPPn No inset so Wnba awaseseemis of go MUM 3wwrm Pea AR 8 WE Driveways, Parting Areas or oNer nperviocra
for Bonn Watornhdrrgseaatorobudbnaptldy,-PawJt No. OP4444m.) Surfaces be sloped to Died Stogo-Waler Run-Olf
1. Thu SWPPP star be papered pbr b the erbm 1- dfie NOL Tfr N01 shill be kr0 adMrn the dtecdon of a Town daft- yt
atlaNred epee DepArbrord PAorbme mrmrorbrntormnso rcrm emWay.
2 The SWPPPsheldapcme abao ion Ana sa6rastpaed Pracrcea aarrriwe 9 WE Nis project Require the Plsoanat of Material.
rapbed, poNmwbAfbnabm wow onasmt perm ssautwhbeusedandtar Removal of Vegetation ad/or the Construction of any
ocrabudad to reduce fe pdkanb in abrm water I I gas art!b asuu than Within the Town R X
eompbn %shoortama and cp.ulroror dndepwmLlnm"iomureBWpmshoN ®MaFWey or Road Shoulder - -
x Area?
haorarypobrtblsources dpoll" w ad may reasonably be specked to ~ the
quality, of - WAN dkadrrgaa. MOTE: rAny Awe.Rbmsae OMOwAbWa'YAnworedwaaeChm*Mesa
a. AS BwIoPPs to require to padvormucdon a AM Weer management Pads rnamseedtlw ewarrW, SM &Nkmtm isboba U deF.atAMbw4W
camPored Arm to puaporad by a Walled Naito Pmtsdwd Licensed In Now York aebrm4ftW,madb&Drahmlp&Ewlon CbebWPhn4RagoiN bydaTwsd
set is buwbdps" In tb Wootton and pradssd Nunn pVebrfAauporsd. Sadaond and MSl be SUMDNld for R.WIM der IN lasorsdAgWAdloo PwmL
09M Aeas Net(./) NOWAnwar beam CANON w Rossini for* CMR*W AppbipQ
UNCH
91 ATE OF NEW YORE, NotaryPks; Stele of
Neuw York ~ f I
COUNfYOF._.SvFFOL! .............SS No. 0181.1618506n
jy
QUallfied In Suffolk Co
that t, .......SC...c4z kli............................. being duly sworn, deposes Pesmt
(Nara dkraplallslgbip Ooa.nap
And that he/she is the H.yAjr
(orwr: caoappor.Amat. DapaaboBoaC ale)
Owner and/or representative of the Owner or Owners, and is duly authorized to perforate or have performed the said work and to
make and fie this applications that all stataneots contained in this application are bee to the best of his knowledge and belief; and
that dire work will be performed in the manner set forth in the application filed herewith.
Sworn to before me this;
f! ! day . 20.4
Notary Public r`p ........................1 frt..................
(9grse Appppnt)
FORM - 06110
aoo _ 2 _ TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET a e~tiC3s . VILLAGE DIST. Sub. LOT
FORAGE OWEfte . e S M
I?~~_ ~I E ~j.• r 4AC
MtzlT uad--l * .OL 1'16 S _n W - ' ,Z
mot , TYPE OF BUI DiNCt___,~-~ .
J?u jv/C 4 • - ads SCI1m, A --~12e
Vp.
RES. SEAS. VL A COMM. C8. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS J t ue
IlokraYr~~i ode
J[ may-
/Ar
G o a 6-0 g oo S G 2t L C~51c5 5310 i me) rc (Aec
(C 6D1
G 3o A x ,
Z too Z4 ~~cc~ s~ A.h n~Iew,f Pmini-i ~g
~ ~ ® r rtcf -f - AZ 7 <7)
~t too Q ar q3 tt(o g$D- m,dF fv isa? aa
E b500 UILDING N Tl ! o 4 ' crt5 to rop !J c-n
NEW LP*/ EL
'7, q OW S~a .9 P 'x
I AAy
-
FARM Acre Va ue Per aloe WWq 20 20CO 7- 2-g06a--
Ti abfe 1 W~ISr/fC1~4rrPGYL~/7C1 GQrrl,
a.1-~f(, za-~ s~ so a 17 9a I~Ba ~410~~ 0~ to reces4,~~~3
TI le
3a C d
¢
O 'L Zo~L iDng-
Ti I table O , l~ Q i~ 4
Woodland
SwamAkrnd FRONTAGE ON WATfR
Brush nd FRONTAGE ON ROAD
G 0, 3 .
-louse Plot
~ O a a DEPTH
j BULKHEAD
'otof Y -,f •p DOCK
?(u+cl Nti~rAs(8,~.~-io~ltt'l~~ ~ G 4- ~
ig hP
LOR
i
RIIJ ~
i
H.1 I L 11
I
1-4 1 18-2-34 8102 f
131dg. _ ~7S - S Foundation G ®rVGRr Bath Dinette
7xas: 1.
{ Basement - Floors ~/c K.
Tension Oil
,tension /A, Y a-
-Z ji $ ~f o a 1'a 13 7.g Ext. Walls Interior Finish LaF3ts. Btu LR-
ension Fire Place t(fe Heat 6 JDR
Type Roof Rooms ]st Floor rch K yg bo 0 Recreation Roo Rooms 2nd Floo .
AOM 7.
ch 601 ~ 2,2 x 8S ? I' 3O 50 l~ Dormer "SOQ
eezeway ~ 37 2 '60 1 Q 76 Drivewo Y
3$yr~
K O 2A. , % 500
w PE 12Yr to t- _
B. 3 6 0 wee;a C.
W17I.M.
COLOR
i
TRIM
i
I
tsl 2nd
M. Bldg. 8ccrI Foundation ee Fin. B. Bath Dinette
Extension t Otz~g~ rtsb 2t Basement SCUM PPARTT . Floors Kit.
Extension Ext. Walls Interior Finish L.R.
~ I
xtension Fire Place Heat D.R.
Patio Woodstove BR.
porch P~row.. l tz Dormer Baths
Fam, Rm.
Deck t 3 5 m t- i
A.C. .
,3arage
0.6.
pool
s
i.
18.2-34 #1 9103 18-2-34 #2 9183
kfi
r_
18-2 M #3 91#3 MUM 04 9/03
TOWN OF SOUTHOLD OPERTY RECORD CARD
OWNER STREET G ~i ? VILLAGE DISTRICT SUB. LOT
s ~ App..yxsic
FORMER OWiNkR N ~i ~0 E ACREAGE
?LaL~r _
S W TYPE OF
r c-e. C lrie~.s~7-a Awt, ~2<( a t ~ BUILDING ! ?,~,,,~y
RES. ~p SEAS. VL. FARM comm. f IND. CB. MI5C. r
LAND IMP. TOTAL DATE REMARKS ) I 6 • ~o
DU ,Z2o u 2, /b 3/ 7 LD• ',P 7.2 73ur20 RDoi71-cp D.U.
47 .2 gbh 3 7 a a 6 - ray, ~ -n c-
Qa ~Od SDO 3 76 i8 o~-L1a -m~ e h
1700 57/ OpR> v BOO '12-,11110q ')a/ o - Cfcwr mcl&,' P e-aWL
- Ycu're- c
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE y _
G
Farm Acre Value Per Acre Value '
Lee 44
Tiflabte I
i
Tillable 2
Tillable 3
1Afaodland
Swampland
Brushland
House Plot
h r~
'~1
~ylels E
I
/ 1 I
83.-b18 11!09
W pp 0 Foundation I t ~ Bath
36X2y= 0 p
Floors
Jv A Basement (L(/
_ ion
3~ 3 Ext. 1'/alls~ Eh /U Interior Finish
Exte . 'on 3: xY
r Fire Place Heat
Extension
b Porch ,"yis,?f • Attic Gi
arch v X
~ -Porch Rooms 1st Floor
Patio Rooms 2nd Floor
Breezeway
d a O Driveway fld dD N
Garage ~ 61{ 1 $ = ` Si OSI~o9
o. B. ? r
SOUjyolo
Town Hall Annex yy Telephone (631) 765-1802
54375 Main Road T Fax (631) 765-9502
P.O. Box 1179
Southold, NY 11971-0959
o~yCOUNTi,~
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
December 14, 2011
John & Catherine Boyle
48-11 37th Street
Long Island City, New York 11101
RE: 24435 Route 25, Orient
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of $50.00
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1184)
Trustees Certificate of Compliance. (Town Trustees#765-1692)
y Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT : 36239-Z barn
pF SOUlyolo
Town Hall Annex yy 411 Telephone (631) 765-1802
54375 Main Road T Fax (631) 765-9502
P.O. Box 1179
Southold, NY 11971-0959 '.nc`
~~YOVIVO, BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 14, 2012
John & Catherine Boyle
48-11 371h St
Long Island City, NY 11101
Re: 24435 Route 25, Orient
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of $50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1184)
~Tt'ustees Certificate of Compliance. (Town Trustees # 765-1882)
V//Final Planning Board Approval. (Planning # 765-1938) (You need to contact
the Planning Board and request your final inspection)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT : 36239 - Barn
b. r. #
BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Date Reviewed: 3a -/o
PrH ~ n~ ,
Applicant, caner:
Architec E gmeer: ' L E i nated Cost: owe o oD, -
SCTM# 1000- I - - 3'f Subdivision: Zone,\- So Conformin ?s
Property Address OLA'f-'./a
o0 3s /~GLt~yi_ ~edel` City: Pre COs? Y' S
6 - a X93
Buildi Permits(Open/Expired : BP'~~T3-Z/aoZ-Af/'''Info: BP'`fbG~Z/C/OZ~66`f~Info:
BP 2 Z / C/0 Z- 0 3 71nfo: BP XSS70-Z 1 Cl0 Z .Z6 FiO I Info: BP Z / C/U Z Info: _
a(GB ,
Single & Separate Search Required? o N&eterrirination:
REQ. Lot Size: TO y 0* o ACT. Lot Size: ~a + Q-c"Pa- REQ. Lot Cov. as %ACT: Lot Cov. V
REQ. Front ACT. Front RE Si j A,S ACT $itJe a O REQ. Rear 07t~ PROP. Rear o2!1
REQ. Height. o'l.Z ACT. Height
Project Description:
\ J
Waterfront? Y o
014.
If yes, water body: Panel# b O Flood Zone: Bulkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED
Suffolk County Health: Y o o If yes, *Bed#: *Date: *Permit#: Town Septic: Y or JJ
If no, certification required: Y orI Received: Y or N By:
NYS DEC: PRE-DEC 9nns Y or o Date: Permit or NJ Letter- Notes:
Southold Trustees: Y oUN Date: Permit or NJ Letter - Notes:
Southold ZBA: Y 06- Date: Permit - Notes: .
Southold Planning: Y orb Date: Permit -Notes:
Town Landmark C of A: Y oGN DTE: *NYS CODE Compliance (page 2& N
Notes: ua~
r
Fee Structure: Calculation:
Foundation:~ SF 1. ( SF)- (_SF)= SF X $
First Floor: SF + Initial Fee: $ O , 0 d
Second Floor: SF + Additional Fee ( : $
Other: SF 2. (_SF)- ( SF)= SF X $
Total: SF + Initial Fee: $
+ Additional Fee $
TOTAL: $ 1S0, o 0
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIbGI bGRAPHIC DESIGN CRITERIA: y,
6
Ground Snow Load: 20 : Wind Speed: 120MPH Selsmic Design Category- B
Weathering: Severe 0'K Frost Depth: 36" 0 k Termite: M-H 0'1k Decay: S-M T_
Design Temp: 11 OK fee Shield Underlay: YES ° k Flood $aeards: 0 74 - q 9
USE/OCCUPANCY CLASSIFICATION: S7 s~9-6~
HEIGHT/FIRE AREA:
~ .
TYPE OF CONSTRUCTION: v/ f3
DESIGN CRITERIA: ENGINEERE RESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS. IN
HEADERS:N WALLSTUDS:ON GIRDERS: (DN
CEILING JOISTS: YIN FLOOR JOISTS: YIN Ok ROOF RAFTERS:f N
LUMBER SPECIES AND GRADMON
wiNDbw AND DOOR SCHEDULE: 01\
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE ON
MEANS OF EGRESSON
PLUMBING RISER DIAGRAM: YO C
LOCATION OF FIRE PROTECTION EQUIPMENT: YIN 8
TRUSS DESIGN: ON
CERTIFICATION: Y N 87~
ENERGY CALCS: Y® Ok
TOTAL COMPLIENCE?®/N (RETURN TO PAGE ONE)
r
I \
SURVEY OF OF PROPERTY
' 9 ~pEE~~pL a~F S S ?O
l SM\~ 611 9'~ P ti "W A°O ! '1' AT OF ORI EN T
N ~O IF ~ 610 ~`s0: ~s~ic" ` 9~QOT F 1 ~ !9
TOWN' OF ~11k400, )F SOU THOLD
S~9 0,c
11 6 2110 E ZSOZ
110ti SUFFOLK CO COUNTY , N. Y.
mss' ~M3 E 6'~ 1000-18-02 18-02-33 & 34
100 0 1 0 100 200 300
!O X10 a3 p'~O 9y r9 p; ~ v+E~'` ~ FFp
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PJ\0 Scale 1'
cale 1" = 100'
LA. I °1F o / OCTOBER 1 ,TOBER 19, 1998
o. DAL 2, 2001 G l z, 2oa/ (plan 4i~+5~'
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v J~G~v 4, ~ 6'yh OpG` ~O` \ AREA OF 1000-18-02
10-18-02-34 = 22.4453 cc
cr o o. o; v Io~~ TOTAL AREA= 30.326- 30.3267 cc
fl o 0 6' ~
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w S 65, lP EEOI
yo- S 65 5~ O 6.1~6~0 ~0
/ 4
SSA, \rr\ 18 02 ~ eN 2 \ 6 OORF-
' OIF M CERTIFY TO:
JOHN BOYLE E
' T9 C~ \rr\ rt~.~' ~`rQ CATHERINE BOYLE BOYLE
O~ r 4f` o fp. ~0. ~C~
rya pct M1, S S~ O ~j
MONUMENT 1
p= PIPE
= CHAIN LINK FENCE 609. yA'ryye 6' oyv+ ~ 2600 ~ ti N, w N
u`~OSp 5 y i 19E )~7~4T,
g5 o s 6i 00 \ o/w 2g 1
r~qc 406 ~ 6'9 oe,~l~q`J Z \
x'00 56625ad PD <c,R.
Z Z \ O \
\ Y \ f. 9p ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION v 4s~ ~`5'i 0 49618
,p 0 Z OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, ECONIC SURVE _ YORS,` P. C`' 'f IONS (631 ) 765 - 5020 FAX (630 7 15 1797
OG y MP EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS n~ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR IF P, 0. BOX 909 1230 TRAVELER STREET
r WHOSE SIGNATURE APPEARS HEREON.
SOUTHOLD, N.Y. 11971 97-411
/
PROJECT TITLE & LOCATION:
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BOYLE
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE BUILDING CONSTRUCTION NOTES:
LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP, VENT REQUIRED HAZARDS CATEGORY GENERAL.
45 Ibs/sgfl 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C AGRICULTURAL
DESIGN CRITERIA l All construction work shall comply with the Building Code ofNew York Slate, and ASCE STANDARD (SEI / ASCE 7-98)
BARN
PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) 2 All war k shall comply with the New York State Energy Code. A. it shall be the contrantm's responsibility to submit the size, design, and type ofinechnmcal systems which will be used in
sufficient detail as required by tie Budding Department
USES(s) AND OCCUPANCY CLASSIFICATION(S) USE LIVE LOAD DEAD LOAD B insulate all supply & return ducts and piping as required by code. MAIN ROAD
USE OCCUPANCY EXTERIOR BALCONIES 60 10 C All windows, door sills, openings, etc. shall be caulked and weather slapped.
3. Single and multiple-station smoke alarms. Single and multiple-station smoke alarms shall be installed in the following locations. (S. R. 25)
STORAGE 5-2 DECKS (Q 40 10 1) As per New York State Code.
2) Minimum of ore per floor ORIENT, NY. 11932
TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 3) One per each room including storage, furnace, Money Counting and bathrooms, 4) Attic space is to be equipped with smoke almm
TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 SCTM # 1000-018-02-34
4. Engineer is not responsible for the snpervvsmn ofconstructron. General Connector must vanfy all dimensions and conditions before
V B ATTICS WITH STORAGE (b,e) 20 10 construction or fabrication. Engineer is not responsible for any changes withoutwritum prier approval.
HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 5. Dom[ scale drawings wORKNOTES:
(Notes shall be considered typical for items identified and shall apply to all some and similar conditions or
HEIGHT FIRE AREA SLEEPING ROOMS 30 10 6. The engmec. shall be responsible further content of These drawings only He shall not he held responsible for any materials, locations, all locations may not be noted,)
HEIGHT BUILDING, workmanship, meansminellmdsofconstmction. The engineer shall not beheld responsible for the design or mstallmon of
THE VERTICAL DISTANCE STAIRS 40 (a) 10 materials and equipment. Elecmcai, Plumbing, Heating, Ventilation, Au Conditioning, or any other system not specifically contained to these drawings.
FROM GRADE PLANE TO THE AVERAGE HEIGHT UNLIMITED AREA
OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 T Electric construction is to conform to the National Electric Code,Buildmg Code ofNew York Slate, and KeySpau/ LIPA Electric requirements.
13-9f" AS PER TABLE 503 SURFACE _ p ROOF 30 10
AS PER SECTION 502 OF 8. Plumbing is to conform to the County and Local Health Department requirements, and Budding Code of New York State
THE BUILDING CODE OF NEW YORK STATE 9. All hem producing equipment shall be installed in accordance with Budding Code ofNew York State and manufacturers specifications.
o) ELEVATED GARAGE FLOORS SHALL CAPABLE OF SUPPORTING A 2,000-
POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA TOTAL HEIGHT FROM RIDGE TO GRADE 15'-1j' 10 All electrical and mechanical equipment is to be elevated to FE],4A requirements and WS Code as required
D) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS, II Limitation of Professional Liability
By acceptance and use of these plans the owner / budder / agent agrees to limit the liability of East End Design Associates LLC, and their
LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING dmllsmen due to neglect, acts of enoq such that the total aggregate liability of East End Design Associates LLC, and there draltsmen shall
OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. .at exceed 50% of the total fee far services rendered on this project excluding East End Associates LLC. expenses such as blueprint copies, reimbursed fees, air.
ALL EXT. DECK FRAMING MATERIAL CCA NC PINE ,y2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1 12. All 0170m floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed
without written pemmssion.
e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 13. Owner / Contractor most verify tiny site spealic requirements for the construction such as Flood zone requirements, etc.
TABLE 8402,2
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 14. Acceptance of these drawings does not authorize lire right to build without the authorization of local governing agencies, such as
MINIMUM SPECIFIED Suffolk County Dept of Health Services, Town Building Departments, DEC, FEMA, etc Verityallecnditime,codcs,and
AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) requirements with such agencies prior m constmcnon
CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL 15. Owner / Contractor must veri fy all notations and construction specifications and ensure that all construction meets or exceeds due Budding Code
BASEMENT NA SEVERE (b) office., York State, ASCE STANDARDS (SEI / ASCE 7-98)
FIRST FLOOR 1900 sq IT
SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER 16 Acceptance of these drawings does not mthenze the right to build without the authorization of local governing agencies, such as Suffolk County Department of Health Services, Tova Building Departments, DEC, FEMA, etc Verity all Conditions, codes, and requirements with such
THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) agencies prior to construction.
BALCONY NA OFT NA
BASEMENT SLABS AND INTERIOR SLAB ON ATTIC (HOUSE)(.) NA 2,500 (c) 17. Any discrepancy on this plan is to is brought to the attention of the Engineer immediately for Re-Design
ATTIC HOUSE b NA GRADE, EXCEPT GARAGE FLOOR SLABS
GARAGE NA Acceptance of these drawings does not authorize the right to build
ATTIC (GARAGE)(.) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND without the until ization
BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) of local governing agencies, such as Suffolk County Dept, of
SCREENED PORCHES NA _ Health Services, Town Building
SUNROOM NA POSED TO DECKS NA PORCHES, CARPORTS AND STEPS EX 3 Departments, DEC, EEMA, etc. Verify all conditions, codes, and requirements witlh such
+ THE WEATHER, AND GARAGE FLOOR SLABS ,500 (d) COVERED PORCHES NA agencies prim to conslacton.
COVERED ENTRANCE NA
POOL HOUSE CABANA NA " FOR SP 1 POUND PER SQUARE INCH + 8.895 kpa
ACCESSORY STRUCTURE NA (a) AT 28 DAYS PSI
(b) SEE TABLE R3D1 2(1) FOR WEATHERING POTENTIAL (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING ROOF DRAINAGE BUILDING #1_
(b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d)
(d) CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN ] PERCENT M
(e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT, SITE PLAN DRAINAGE CALCULATIONS:
BEAST END DESIGN ASSOCIATES LLc
PO Box 16]5 5130 Main Bayview Road
R CXIF A P F A TAT TTT T1TNCff l
dual riao. anw, TorK iii iii Y/I
BUILDING: 20'x 95'= 1900 sq/ft phone. (631) 765-1862
NOTE: fox (631) 765-6820 E-Mail. CArnn88880oc1oom
ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE
REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEET NAME:
V=AxRxc
NOTE. A = 1900 sq/ft
PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, R = 2" RAINFALL 17 ft GENERAL
AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO NOTES
FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. C = COEFF. = 1.0
NOTE: V = 1900 x 1 x.166667 = 317.0 c.f.
EAST END DESIGN ASSOCIATES, LLC AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO
INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. ENGINEER: ENGINEER'S
317 / 68.38 VERTICAL FT. / FT. = 4.6 V.F.
JAMES DEERKOSKI, PE
SHEATHING NOTES: USE (1) 10' DIA. POOLS 5' DEEP = 5 V.F. Professional Engineer 111
ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION 260 Deer Drive _
(AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. OR Mattituck, NY 11952
631-298-7116
(1) SHEATHING TO BE NAILED TO CCA SILL 317 / 42.25 VERTICAL FT. / FT = 7.5 V.F.
(2) SHEATHING TO EQUALLY SPAN 1ST AND BED FLOOR BOX BEAM
(3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES USE (2) 8' DIA. POOLS 4' DEEP = 8 V.F. OWNERSHIP AND USE OF DRAWINGS:
(4) SHEATHING TO BE NAILED TO TOP PLATE
These drawings and specifications including the ideas, design and arrangements represented
NO SUBSTITUTIONS ALL COVER TO BE TRAFFIC BEARING therein, are the property of East End Design
Associates, LLC. No part thereof shall be copied,
All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. disclosed to others or used in connection with
No substitutions are approved or authorized. ALL MULTIPLE POOL SYSTEMS ARE TO any work or project other than for which they have been prepared without written consent of
East End Design Associates, LLC,
Due to the relationships of framing hardware to the other components of the structure, any framing BE CROSS-CONNECTED
hardware substitutions will render these plans null and void, and will result in the installer/contractor
assuming responsibility for the design and performance of the entire system. PROJECT NO: SHEET INDEX,
911-2010
FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE DRAWN BY:
OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME
CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION BDK G1 01
SCALE:
NOTE: ALL ROOMS MEET OR EXCEED THE NYS STANDARDS 1/h" = 1'-0"
FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, DATE:
06-03-10
PROJECT TITLE & LOCATION:
SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF DID
iW0 BU NAILS THIS OOOG IAN I 50. PINE L SIDE OF TRUSS. MTS20 LTS20
FASTENERS ALLOWABLE LOA LATERAL ° WITH LOAD TOTAL DR 0 . ,D.
MODEL GA UPLIFT UPLIFT (1LA CODE 8d NAILS ScN'l NO, TD AVG 33/160) NAILS REF INTO MUSS To TO RAFTERS/ PLATES STUDS OLT (133) (160) F Fz (133k STU BOYLE
STU
TRUSS c NOTE, REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON SIMPSDN PRONOE (I) HGAIOKT ON TAKE-OP WASHER SIDE OF CEILING JOIST
ITS 16 a-Ba 2-ed 8-Sd 2991 930 985 400 5,44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = TAKE-UP WAE PROPER INSTALLATION PROCEDURES AND ON SIDE OF RAFTER t T aN AGRICULTURAL "TER
H6 16 8-Sd 8-8a 3983 915 950 650 5, 44
ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ'x12 BARN
DIM ENSIGNS FASTENERS ryp / ARTJ'xl2 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 6tl NAILS
MODEL GA REF. INTO NO yyMAX IDTH SPANK L OTT DIA ULT. li" 2" 21" 3" 31' LFTA 3" LFTA PLATES ^N E OFF MAIN ROAD
- ad 2' 21" 31x" IN NAILS
S P 4 (S.R. 25)
LFTA Ifi 24' 17' 30'A' 16-IOd - 4200 1205 1400 5, 44, J.5 STUD
DOUG-FIR LARCH / 50, PINE FASTENERS' ALLOWABLE UPLIFT LOADS ORIENT, NY. 11932
MODEL L AVG 10d IOd x 1i' CODE
N0, ULT FEE LI- I TA 10d Hod x 11• (133 / 160) (133) (160) LSTA21
SCTM # 1000-018-02-34
MT516 16 14-10a 14-10a x 11x" 3116 1000 640 1000 3, 41, 12B
WORKNOTES:
MT520 20 14-10a 14-10d x 11x" 3116 1000 640 1000 3, 41, 126 ART 'x12 ARTill (Notes shall be considered typical for items identified and
SILT Simpson Strong-Tie shall apply to all some and similar conditions or HGA10 locations, all locations may not be noted
LST20 20 12-10a 12-l Dd x 11x" 2383 775 720 720 3, 41 COUPLER NUT COW- DETAIL "E" Hcn COUPLER NUT
DO G- -LARCH/ Equal number of
TYPE OF DIRECTION 50, PINE CODE CONNEC- OF LOAD ALLOWABLE LOADS FEE specified nails in
NO MODEL M TIED FLOOR FOOF (1}3/ N. 100) (125) 160 each end Simpson Strong-Tie DETAIL "F )ETAIL "K"
G 515 645 6]O CS16
LTP4 5 J 515 645 G>O 6, 39, 97
H 515 645 6]0
MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS"'°(DF/SP) (133) HOLOOWN HOLDOWN ARTg•xl2 5 DETAIL "H" ARTR"x12
STUD DEFLECTION DEFLECTION CODE MODEL LENGTH OF BOLT i] AT HIGHEST MACHINE AVG NET oDo / [
NO BASE BDDY ANCHDR BOLTS ULT. IN VERTICAL WOOD MEMBER AT ALLOWABLE HIGHEST ALLOWABLE LOAD DESIGN GA GA HB SB W H B 50 CL OIA' ° DESIGN MIEN RAISED OFF GUY DIA 11" V 21" 3" 31" 51^ LEAD
THE SILL PLATE ASHER
ED2A 16 12 44" 21 2j" e" 2H~" 2 j' 12150 1555 2055 2555 2775 2]]5 2750 0058 DW] 2, 43, 82
f STU P W
MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LEADS N0, AVG DF / SP CODE
w L STUD PLATE ULT, (133)(16D) REF. o
SP4 71' -10a x 11" 2917 735 865 7, 4A 127
M DOEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE
NO GA W L NAILS F100 R (133) (160) REF
LSTA21 20 11" 21 - 905 1205 1295 7. 40, 90
MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO, GA W L NAILS FILDOOR (1337 (160) REF
Simpson Strong-Tie
MSTA24 18 11" 24 16-1 tl 1025 13]0 1640 7, 40, 90 LUS46
MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L NO END GA CUT LENGTH (TOTAL) SPACING REF HD 2A
(LENGTH L (100) (133 / 160) Oc OF ROLL IN A ROW) NOTE' ALL HANGERS TO BE USED THIS PROJECT Slmrsor Strong-Tie H6
cvG 150' 116 CLEAR SPAN +31` 2e-ea 1235 1650 21~" ] pp gp ARE TO B OP MOUNTED UNLESS OTHERWISE NOTED FAILURE T COMPLY WITH ALL NOTES
MODEL DIMENSIONS FASTENERS pF EST - PI A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H a HEADERS JolsTS uLG uPLIFT FLOOR too SNOW (115 ROOF (125) coDE BY A LICENSE PROFESSIONAL ENGINEER, PLACES
IOtl I6tl (133)(160) tOd 16d 10tl 16d toe 16tl REF. ALL LIABILITIES ON THE CONTRACTOR DETAIL "F"
LUS46 16 31F" 43" 2 4-16tl 4-16d 6076 1140 1160 1-11000 1-1 1150 1 -1 1250 7, 40, 127 DETAIL "I"
HUS210-2 1M1 3~ 9~" 2 8-16d B-16d 6076 1755 2105 -11650 1-11900 1-1 2065 1, 36, THE 122 kAR HE DOUG- R ARCH 50 PINE ALLOWABLE RTj'x12 /
N UP WASHER Acceptance ofthese drawings does not authorize the right to build
FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF N0. GA ULT fT - without the authorization
E. RAFTERS TO PLATES TO SNOS (133) (160) F i 60 oflocal governing agencies, such as Suffolk County Dept, of
HGAIOHT 14 q_SDSj"x11" a-SOSj"x3" 1523 435 435 1165 940 Health Services, Town Building
Depar irents, DEC, FEMA, etc, Verify all conditions, codes, and
requirements with such - agencies prior to construction.
USE A MINIMUM OF LER NUT
T 6a NAILS THIS 510E OF 1FUfi5UT CNW SP4 - / COUPLER NUT S P 4 U g"-
TOTAL FOU R SE A MINIMUM OF PSON e KE-UP WASH ER
fid NAILS NO La NAILS THIS INTO TRUSSSIDE OF TRUSS MTS16 M TS1 6 TOTAL FOUR A WAS SIMsON LSTA21 SIMPSON /
TAKE-UP WASHER
84 NAILS INTO TRUSS LSTA21 Strong- Tie HUS210-2
EAST END DESIGN ASSOCIATES Ll c
Po Box 1675
8 O AILS o ao Fl 5130 Moin Bnvvipw RnnH
PLATES IIII I ANCHOR BOLTS Southold, Newyork 11971
EIGNi ° ~ phone' (631)765-1862
a xnas ° ° lea xuLS ° DETAIL "A" fax 1631) 765-6820
sno slm,o~ svony-n° PLATES ^a° E-Mail: CArrn8888Qaol com
"7 ele Hnas ® DETAIL "D" DETAIL "G" DETAIL "J"
sTUO slmPson sv°r,y-ne ° Sirnpson Strong-Tie SHEET NAME:
FTA ROO SYSTEM 3-Tie SIMPSON
LFTA WINDLOAD
LFTA CHARTS & CALC.
NO SUBSTITUTIONS
BP SHEATHINJG NOTES: ALL SHEATHIING TO BE NAILED IN ACCORDANC IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION
(AF & PA) 'WOOD FRAME CONSTRUCTION MAN STRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION All framing hardware shown on these plans, unless ottherwise Indicated, Is Simpson Strong Ti 9 Ti STRONG-TIE
unless otherwise indicated, is Simpson Strong-Tie.
(1) SHEATHIING TO BE NAILED TO CCA SILL \ (2) SHEATHING TO EQUALLY SPAN 1ST AND TO CCA SILL No substitutions are approved or authorized. IPAN 1ST AND 2ND FLOOR BOX BEAM DETAILS
I'• (3) SHEATHING TO EQUALLY SPAN 2ND FL001 PAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to
(4) SHEATHIING TO BE NAILED TO TOP PLATE TO TOP PLATE the other components of the structure, any framing ENGINEER, E INEER'S SEAL:
hardware substitutions will render these plans null and void, and will result in the install er/con troctcor
LTP4 assuming responsibility for the design and JAMES DEERKOSKI, PE
performance of the entire system. DETAIL n Professional Engineer
LTP4 DETAIL "L"
LTP4 260 Deer Drive j;
I Mattituck, NY 11952 _ 631-298-7116
DETAIL "C" NOTE ALL SIMPSON HANGERS HAVE BEEN CERTIFIE1 BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE
Simpson Strong-Tie REQUIRED AMOUNT CALCULATED FOR EACH C ED FOR EACH CASE.
Floor-to-Floor Connections
NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR J015 ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, OWNERSHIP AND USE OF DRAWINGS:
AND THE AMERICAN FOREST & PAPER ASSO( & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO
FAMILY DWELLINGS, 2001 DEC HIGH WIND EDI HIGH WIND EDITION. These drawings and specifications including the
ideas, design and arrangements represented
LTP4 DETAIL "B" NOTE. EAST END DESIGN ASSOCIATES, LLC, AND ITS 3, LLC, AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER therein, are the property of East End Design Associates, LLC. No part thereof shall be copied,
LTP4 INSTALLATION OF ANY MATERIAL OR WORKMA IAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE disclosed to others or used in connection with
Simpson Strong-Tie any work or project other than for which they
have been prepared without written consent of
Floor-to-Floor Connections East End Design Associates, LLC.
PROJECT N0: SHEET INDEX:
911-201 O
DRAWN BY.
BDK G 1 O 2
SCALE
1/4" - Y-0"
DATE:
06-03-10
PROJECT TITLE & LOCATION:
BOYLE
AGRICULTURAL
BARN
71
MAIN ROAD
T-1 - ~I - (S.R. 25)
I ~ I I I I Ili - I I- I I r ~ ~I~-~ - I -IF
-==_II %===1- ==-=1 -II = 1==11 11 Fzu,-1l = eti I ORIENT, NY. 11932
=11 I~y~~'S-_JI ~LvE;,`~~I 1='E"-r-I
I I I I SUM # 1000-018-02-34
F r` III og a r` x M° °
o4~"s I I I I WORKNOTES:
s - W - oT III- = e III 8i pIIFrz ----I III .aaS``I,_- III IL_ gr.,~dl ~T'P~~xl -=1 n ^r°Y (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or
= = F P~' it li I= r, F F yE „a I= IINI locations; all locations may not be noted )
=L V -O ~~tii rs°J xa~~ YUi~i 1 = rv~= aap~ -Iirvis= LvPis- i
L-°=1 i L- -J II IJ-=,S =1 I - I I I - I I I - I
SOUT SOUTH ELEVATION
- - I ,
- _ 1- III r
-
I-- ~ -E
I==
=2
III in, I wo 04
~ II IIII 0 [FFT
Ilm li I ,I III sill I lil II III lllli - - - - ~ IIBIE~m:1,-
M III 1 1 i I' I I I I I ~ I I I~ II ~ I I it l' ~I i III lj jill ~EAST END DESIGN ASSOCIATES. 11c
- I I ~ III I I' f IIjIh_ i, 11 I11 11 ~ 1 Y PO Box 1675 5130 Min Boplew Road
Soaiholtl, New York 11971
~E71-- 1 1 II ~~II phone: (631 765-1862
II ~ r~ III IL_ I I ~ ~ LII ~I ' I iLI fax (631 765-6820
lL E-Mail: CArm8888@ao1 cam
II - I I J~~~- I II ~ I ~ I' SHEET NAME:
¦~/r AT r¦ r\ / A T1/1\~ PART 1=1 MIATInN ELEVATIONS
rv~a c~~vnu~n
W E
- ~I I I ~I, I, 11~ 7~~ I I 'I'I, f ail ~ I I ~ I I r rl I I I I ,i I I ~f lr i 11 III I,i~l I,~ ~
HU 1- ENGINEER, GI NEER'S SEAL:
JAMES DEERKOSKI, PE
Professional Engineer
L 260 Deer Drive i k ituck, NY 11952
631-298-7116
T7I
I
I I ~ _ I I I I OWNERSHIP AND USE OF DRAWINGS,
10 These drawings and specifications including the
I~ - _ ~I TII ideas, design and arrangements represented therein, are the property of East End Design
Associates, LLC. No port thereof shall be copied,
IT I i I disclosed to others or used in connection with
-T, L JUL --m lb, „o I II I I any work or project other than for which they
have been prepared without written consent of East End Design Associates, TLC.
PROJECT N0: SHEET INDEX:
911-2010
DRAWN Y.
NORTI ORTH ELEVATION
Acceptance of these drawings does not outh loes not authorize the right BDK Al 01
to build without the authorization of local gc f )n of local governing agencies, SCALE:
such as Suffolk County Dept of Health Servi f Health Services, Town Building 'erify all conditions, codes, 1/4" = 1'-0"
Departments, DEC, FEMA, etc. Verify all cond and requirements with such agencies prior tI =ncies prior to construction DATE'.
06-03-10
PROJECT TITLE & LOCATION:
BOYLE
AGRICULTURAL
^4'-3j"
-T-10"~T-10"---T-7'-10"~T-10"-yT-10"1010"~
BARN
MAIN ROAD
r1' r1' r1' r1' r1' r1' N r14 r1'- r r1' r,' r,' r
(S. R. 25)
ORIENT, NY. 11932
SCTM # 1000-018-02-34
WORKNOTES:
(Notes shall he considered typical for items identified and
shall apply to all some and similar conditions or
locations: all locations may not be noted )
r1'-r
m r~ 4 m
r m
m
1 31 ro
r1'-r r1~ r~'-r r1'-r r1'-r r1'-r
4 N rv
2 15-1 1 Ag•' + 15'-6" + 15'-6" J 15'-6" 1 1515-11~2„
FOUNC )UNDATION PLAN
a'DIA. x h'DEEP 4 4" CIA PERFORATED
LEACHING POOL A ADS PIPE W~ SILT 8 DIA. X 4'DEEP BARRIER SOCK LEACHING POOL BEAST END DESIGN ASSOCIATES PLC
(ROOF DRAINAGE) E (ROOF DRAINAGE) PO Box 1675
5130 Main Boyvlew Road
Southold, New York 11971
z-• Q F phone. X631) 765-1862
SEA qo °/q Pt 9 O ~~FORS~~S Bq'PS /9 ,o fox (631) 765-6820 E-Moil: CArm8888@col.com
e 1A~ ~ S l~/ ~ql
o~?Q~ee' S °L/r Si~TFo . O~ Q pF, SQG~' RFR S /~R~OP T SHEET NAME:
Pos n P~ ~P\O~ off, Si<9 FO
P
FOUNDATION
4'-6y" Awn
FLOOR PLAN
r14 r1'-t r1'-r r1'-r r1'-r r~'-f 1'-r
E
74„ y~„
ENGINEER: kNEER'S SEAL:
~ m M N b JAMES DEERKOSKI, PE %
Professional Engineer
260 Deer Drive
Mattituck, NY 11952
7~„ 631-298-7116
OWNERSHIP AND USE OF DRAWINGS:
These drawings and specifications including the
ideas, design and arrangements represented
i' r1'r rr-~ therein, are the property of East End Design
- - Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with
Tel n n 14'-5g"~1 6°~14h 6"+14 any work or project other than for which they
have been prepared without written consent of
East End Design Associates, -I-C.
14' 114'' V-6"+ 14'-5g' 1 _D~
PROJECT N0: SHEET INDEX:
4'-6j" 911-2010
DRAWN BY
Acceptance of these drawings does not author, s not authorize the right BDK A201
FL( FLOOR PLAN to build without the authorization of local gave of local governing agencies, SCALE'
such as Suffolk County Dept. of Health Service, -lealth Services, Town Banding
Departments, DEC, EEMA, etc. Verify all condltio fy all conditions, codes, 1/4° - 1'-0°
and requirements with such agencies prior to c U t :ies prior to construction. DATE;
06-03-10
PROJECT TITLE & LOCATION:
2" cox PLYWOOD 'LYWOOD W8X STEEL SEAM (SEE BOYLE
2x4 TOP CHORD GUSSETS EACH SIDE EACH SI / 1 (SEE [ / (SEE DETAIL)
cox PLYWOOD
GUSSETS EACH 51 AGRICULTURAL
; CDR PLYWOOD GUSSETS EACH SID \ 0 o BARN
CDX PLYWOOD ~
GUSSETS EACH SIDE \ \ \ q" STEEL PLATE ON
\ BOTH SIDES OF WEBB
BOLTED WITH z' BOLTS O O O CC( MAIN ROAD
Ve/Av~ 0 0
(S.R.25)
2x4 BOTTOM CHORD DIAGONAL BRACE _X;~~ ORIENT, NY. 11932
VERTICAL BRACE VERTICAL BRACE DIAGONAL BRACE
SCTM # 1000-018-02-34
WORKNOTES:
(Notes shop be considered typical for items identified and
TRUSS DETAIL shall apply to all some and similar conditions or
locations: all locations may not be noted.)
MATCH EXISTING TRUSS DIMENSIONS
I
SCALE: z"=V II
II II
II
II
RE-USE EXISTING 20 TRUSSES ADDITIONAL TRUSSES II
ARE TO BE BUILT ON SITE TO MATCH EXISTING PLYWOOD TO BE FASTENED FASTENED TO PURLINS WITI-I #10x2"
PLYWOOD GUSSET PLATES ARE TO BE JSED INSTEAD GALV SCREWS III
OF DETAIL METAL ROOF SYSTEM TO BE LEM TO BE FASTENED TO PURUNS
WITH 2" LONG GALV. LAG S ~LV. LAG SCREWS W/ WASHERS &
RUBBER WASHERS.
ASTENED TO TRUSSES USING GALV DEL 2x8 TOP PLATE
ALL TRUSSES ARE TO BE FASTENED TO PERIMETER PURLINS TO BE FASTENED
BEAM USING MTS20 SIIMIPSON TYDOWN STRAPS 32'° LAG SCREWS.
INSTALLED AS PER MANE. SPECS
x13 STEEL BEAM
)2XB DOUG FIR WEBB PACKING (EACH SIDE)
GALV. CARRIAGE BOLTS 2'-D'bc (STAGGERED)
CORRICAFED METAL ROOF END FILLER / CAP
GALV, ASTMETAL ROOF SYSTEM
METAL ROOF F FASTENERS W/ WASHER 8 DOUG FIR BOTTOM PLATE tCR
(2)C4x5 4 CUSTOM COLUMN
2x4 ROOF P S - 24"oc. \ N
GABLE TRUSS TO BE PACKER OUT 2x4 ROOF TRUSSES - 24"ac TO ALLOW FOR SIDING TO CONIINUE
UP TO ROOF LINE PROVIDE GABLE
FLASHING OVER RAKE BOARD \ \ PROM PROVIDE BLOCKS OF 2.2 (PACKING) W8xl3
PROM[ APR°VIDE SOFFIT VENT STEEL BEAM
J ~
2x6
PACKING oBL 2 2x PACKING SCALE. 1 1
2x8 FASCIA ~ WBx13 L ~oBL 2x8 TOP PLATE W8x13 STEEL BEAM
WRAPPED IN ALUM (2)2XB (2)2XB DOUG FIR WEBB PACKING (EACH SIDE)
TRIM COIL 9X8 R~ 2X8 DOUG FIR BOTTOM PLATE ai~
PROVIDE 2" SOFFIT VENT ~ NOTE, ceuNC of BARN To BE SHEATHED WITH cox FRIEZE BOARD "x18" ANCHOR BOLTS FII FILLET WELD 6B~ ~D .I ill - ~
2x6 PURLINS
~12 ~12"x12">," BASE PLATE- ? y "'o
BEAST END DESIGN ASSOCIATES ~LC
\ - -20'-0"- 2xs PURLING ~1 PO Box 1675
51 3n Mnin Rwv.. Pnr~ri
Southold, Newyork 11971
A'x10" ANCHOR BOLTS
- Py <2h #3 STIRRUPS phone: (631( 765-1862 fax (631) 765-6820
~0p~I'c 2x6 PURUNS t3 STIRRUPS FILLET WELD E-Mail: CAnnee88@aol con
O 24'yLG
V e P~~ b~ 9 pQ- o SHEET NAME:
IX12 R/S PINE VERTICAL SIDING A`D ON xGP~gO~ O 12"x E" BASE PLATE
BOARD AND DAI ION q<(~ ~~,~F'3 (2)C4x5.4
q~ ~o CUSTOM COLUMN - CROSS SECTION
AND
2x6 PURLINS O 0
DETAILS
2x6 PURLINS O
ENGINEER: EN INEER'S SEAL.
\l: D 18° GONG PIERS
(BOTTOM OF PIER COLUMN
(a)e"xi B' ANCHOR BOLFS TO BE MIN OF .L V T~ T JAMES DEERNOSKI, PIT
4'-4" BELOW FINAL GRADE) V~ll \,11 Professional Engineer
#3 STIRRUPS- #3 STIRRUPS-~ #3 STIRRUPS 260 Deer Drive
T Mattituck, NY 11952
#3 STIII #3 STIRRUPS #3 STIRRUPS--\ DETAIL IL 11 631-298-7116
#5 VERTICAL REBAR ` #D VERTICAL REBAR-~ #5 VERTICAL REBAR-\N L_1,_6° SCALE: 1 "=1'
OWNERSHIP AND USE OF DRAWINGS,
#3 STIRRUPS--\ #3 STIRRUPS #3 STIRRUPS
I COLUMN These drawings and specifications including the
ideas, design and arrangements represented
#3 STIRRUPS #3 STIRRUPS-, $3 STIRRUPS--\ therein, are the property of East End Design Associates, -I-C. No part thereof shall be copied,
BASE DETAIL disclosed to others or used in connection with
any work or project other than for which they
SCALE: 1"=1' have been prepared without written consent of
East End Design Associates, LLC,
PROJECT NO: SHEET INDEX:
11'-64 SECTION (TYP.) 911- 2010
DRAWN BY:
SCALE: 2"=1 ' BDK A301
Acceptance of these drawings does not outh~ Ices not authorize the right SCALE: 1/2° 1~-0"
to build without the authorization of local gc In of local governing agencies,
such as Suffolk County Dept, of Health Servi f Health Services, Town Building 1 = 1 -0
Departments, DEC, FEMA, etc. Verify all condi and requirements with such agencies prior tc erify all conditions, codes, DATE: ancies prior to construction.
06-02-10