HomeMy WebLinkAbout43816-Z BUFF01 Town of Southold 2/7/2020
P.O.Box 1179
0
* 53095 Main Rd
G4,j �o� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41050 Date: 2/7/2020
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 21955 Route 25, Orient
SCTM#: 473889 See/Block/Lot: 17.-4-23
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/30/2019 pursuant to which Building Permit No. 43816 dated 5/30/2019
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:
access9a garage with storage as applied for.
The certificate is issued to Tamar Holdings LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43816 2/7/2020
PLUMBERS CERTIFICATION DATED
Mriznature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
y • ��rrt1 SOUTHOLD, NY
.vL��lL
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#: 43816 Date: 5/30/2019
Permission is hereby granted to:
Tamar Holdings LLC
344 Bowery Ph 6
New York, NY 10012
To: Construct accessory garage as applied for.
Replaces BP#41716
At premises located at:
21955 Route 25, Orient
SCTM #473889
Sec/Block/Lot# 17.4-23
Pursuant to application dated 5/30/2019 and approved by the Building Inspector.
To expire on 11/28/2020.
Fees:
PERMIT RENEWAL $225.00
Total: $225.00
Buil g or
SSU TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y 2 TOWN CLERK'S OFFICE
• SOUTHOLD, NY
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#: 41716 Date: 6/6/2017
Permission is hereby granted to:
Tamar Holdings LLC
344 Bowery Ph 6
New York, NY 10012
To: construct accessory garage as applied for.
At premises located at:
21955 Route 25, Orient
SCTM #473889
Sec/Block/Lot# 17.4-23
Pursuant to application dated 6/1/2017 and approved by the Building Inspector.
To expire on 12/6/2018.
Fees:
ACCESSORY $450.00
CO -ACCESSORY BUILDING $50.00
Total: $500.00
B i ding In ctor
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
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$15.00
Date. OG - O I • Za I —1
New Construction: Old or Pre-existing Building: (check one)
Location of Property: MNJ" ST. OIZtV.till' t jf r U 5
House No. Street Hamlet
Owner or Owners of Property: Nba—( \tA
Suffolk County Tax Map No 1000, Section �''I.-1.+- Z�_Block Lot
Subdivision � Filed Map. Lot: /
Permit No. L I Date of Permit. Applicant: UN%0jVagC� -" f�12�-M90oT4AU_ N r
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$
pplicant Signature
pF SOUlyol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 � sean.devlin(a-)-town.southold.ny.us
OOUNTI
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To Tamar Holdings LLC
Address: 21955 Route 25 city Orient st: NY zip: 11957
Building Permit# 43816 Section 17 Block- 4 Lot 23
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Promaster Electric License No: 59226-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 6 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors
Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 5 4'LED Exit Fixtures 11 Pump
Other Equipment 80A Tesla Charging Station, 12- Circuit Panel
Notes-
Inspector Signature: Date: February 7, 2020
S Devlin-Cert Electrical Compliance Form.xls
OE SOpTyo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (F A )
REMARKS:
DATE INSPECTOR
OF SOUIyo
to
��'YOOUM'l,r1c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] /FOUNDATION 1ST [ ] ROUGH PLEIG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REM RIGS:
DATE I INSPECTOR
so(/jyo
CA
°�y�ouHtr,N�'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLRG.
[ ]/FOUNDATION 2ND [ ] INSULATION
[
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
e w
REMARKS: iqm AL
q �
DATE l� f INSPECTOR
J t
Of SOUlyolo
# # TOWN OF SOUTHOLD BUILDING`DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION
[ ] `FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) �o ELECTRICAL (FINAL) Cj*9A-q fj
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR G•-.
l o�aOF SOUT��
# # TOWN OF-SOUTHOLD BUILDING DEPT.
cou765-1802
, . . . INSPECTION. .,
[ ] FOUNDATION IST [ ] ROUGH PLSG.
[ .]
-FOUNDATION 2ND [ ] I SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL " GWA&tg'
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [- ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR
OE SOUlyolo
1 lY couto,a
l
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR`S~`
. • s sr —
• Ir
ply
RA �MIMA
MUM-
r
�l
n
r
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL I Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX: (631)765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
NYSDEC
Trustees
CO Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 Mail to
Disapproved a/c
Phone ?) 0''1
Expiration 20
Bui Ins or
APPLICATION FOR BUILDING PERMIT
JUN — f 2017 Date dune 1st 920 17
INSTRUCTIONS
BUIT-,k ' .y C RMwatiori MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
'r® rse_tab lot 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 tlus 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 interum,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.
(Signature of applicant or name,if a corporation)
1241 Brick Kiln Road,Sag Harbor NY 11963
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Architect
Name of owner of premises Adriaan Griln (Tamar Holdings LLC)
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
Adnaan Grijn,Owner
(Name and title of corporate officer)
Builders License No. 55712-H
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
21955 Main Road,Orient NY 11957
House Number Street Hamlet
County Tax Map No. 1000 Section 17-4-23 Block Lot
Subdivision Filed Map No.170000400023000Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Single family residential
b. Intended use and occupancy Same
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work Detached Garage
(Description)
4. Estimated Cost $125,000 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 3 car
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front 75' Rear 75' Depth 26'
Height 25'-8" Number of Stories 2
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front 34'-10" Rear 34'-10" Depth 25'
Height 17'-g" Number of Stories 1
9. Size of lot:Front 228' Rear 371 Depth 450
10.Date of Purchase 01/12/2016 Name of Former Owner Lucinda Barnes
11.Zone or use district in which premises are situated R-80
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO x
13.Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO—x
21955 Main Road,Orient NY 11957
14.Names of Owner of premises Adnaan GDn Address Phone No. (646)404-4698
Name of Architect Lawrence McDonald Address 1241 Brick Kiln Rd Sag PIM'MNo (917)224-2204
Name of Contractor Henry Dominguez Address Phone No. (631)871-1192
346 Flander Rd.Riverhead NY 11901
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x
*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 x
*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 x NO
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS-
COUNTY OF
4�nV4C,t_- j7, being duly swom,deposes and says6k&Wt'Eb.BeAb t
(Na e m
of individual sighing contract)above named, Notary Public,State of New York
(S)He is the No.01 BU6185050
(Contractor,Agent,Corporate Officer,etc.) ��o'n
Commisslon Expires April 14,2 0
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
Sworn to before me this-
J =� day of ( 201
/I'.�11 ) T b�Ad�-
Notary Public Signature of Applicant
r
r
Scott A- Russ ell �00. S�DO)IRIWWA` IEIK
SUPERVISOR AWA NAGIENUEN T
SOUTHOLDTOWNHALL-F_O.Box 3179 a
53095 Main Road-SOITMOLD,NEW YORK 11971 Town of Sou th o l cl
CH"TER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
- ---- -- --- -- - -
-`lDFol��1�Ro�lE�I�o I�OWII�7�- . ------
(cHECX ALL THAT APPLY) '
Yes No
- D M A. CIearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
D 1A B_ Excavation or-filling involving more than 200 cubic yards of material
within any parcel or any contiguous area_
D p C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance_
D D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area_
[}� E_ Site preparation within the one-hundred-year floodplain as depicted
on--FIRM*Map of any watercourse-
F1 F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more) unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
FIf you answered NO to all of The questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Cbeck List Form to the Building Departmen1_i4fhyouur Building Permit Application.
APPLICANT: (Property Owner,Desi Professional,Agent_Contractor,Other) - S-C_T1vl. 's_ 1 OOO Date
Pe Y Jt _ I � District
' w l V
NAME L w. Vzel-JCA-_ ���o1JA tll:> _ r
,?,—;1' Section Block Lot
(/'14-4
` ,
ate...,...; �' ��3 _ I-OR B��ILDING uLt R r`.L
P
rye/ 1 �-
Con,acc Informal.
Reviewed
— — — — — — — — — — — — — — — — — — Date-
Propeiiy Address / Location of Consfiuct1011 work — — — — — — — — — — — — — — — —
Approved for proces3,ng Building Permit
Stormwater Management Control Plan Not Required.
Ste,nfor
U:�-ater M.:nagec',e,,: `antral P,�a �
.g; .;
FORM - SMCP - TOS MAY 201,1
Town Hall Annex * � Telephone(631)765-1802 •l
2�
54375 Main Road Ar0 2r r1 6rt 1 S
P.O.Box 1179 �. Q �S
Southold,NY 11971-0959 ,�Q`��
FEB 26 2015
BUILDING DEPARTAH24 '
TOWN OF SOUTHOLDTn
FaJ�•��.�t��� ' 'r'-�
APPLICATION FOR ELECTRICAL INSPEC I !(JN' SOU` HOLD
EQUESTED BY: pjoMas�e-r E-lec In Date: 02-OS-10.
ompany Name: Proro M ef 6K-,Jr1 `c.
ame: F2M 4r p i;Z
cense No.: 59 2 2 6 P
Jdress: P 0 Roy. q1 s FCCopar /Vy1l 6N
lone No.: / e� (T�L3) S 93 q�14
DBSITE INFORMATION: (*Indicates required information)
tame: T)9 In j9 R HO L 0-1 N G S,
►ddress: 7 5 S. 2,S U r)&)T.
:ross Street:
'hone No.: 631 8 J 1 J/ q 2
;rmit No.:
3x Map District: 1000 Section: Block: Lot:
IRIEF DESCRIPTION OF WORK(Please Print Clearly)
lease Circle All That Apply)
s yob ready for inspection: t ES NO CRou�&4 Final
)o you need a Temp Certificate: YES/ NO
?rnp Information (if needed)
►ervice Size: 1 Phase 313hase 100 150 200 300 350 400 Other
lew Service: Re-connect Underground Number of Meters Change of Service Overhead
iditional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspedion Form ��
LIBER5934 rAL[ ,
t THIS AGREEMENT. made this �° � day of March, 1966, between
GEFa'i'RUDE V. MAYER, formerly (it-rtrude V. Dwell, residing at Or-lent,
1
Now York; DEANS' K. FOX and t;EOHGIA C. F'OX, ➢sir, wife, both residing at
Orient, New 'York; LAWRENCE K, REYf3tf�E, resading at Orient, Now York;
,
3 � o � T ate re siding at b Univer4ity iul>ace . New York. New Yc rk.
*� D airr A. HQRNE and DOROTHY E, HURN I-% his wife, both residing at
�� 'e.��B.'� � $►�. +°tP�iA7; s�iS �.C,A1°ado, �'.°i`j � l�Al�,t.daaJ��
ROBERT G. HUGHES, J.4a and Ei,LAA 03 vht=W.A.IW0M HUGHES, haat€ wife,
t
both residing at U V6 , wS - -
! WHEREAS, the rseveral partics lte.rett, are tilt.! owners in fee simple of
I several lots or pa reels of land eituate at Orivilt, in the Town of Southold,
Suffolk County, New Yore, said lots or parct'15 being shown and designated on
a certain map made by Otto W. Van Tuyl & Son datYd July 2, 1954, as
Parcels 1, 2, 3, 4, 5, 6 and 7, said map being annexed to and forming a part
of a certain Declaration dated April 23, 19:x.5, and recorded in the Suffolk
County Clerk's Office an May 25, 155, in Lil;t'r 3882 at pages 202 - 210 and
which said map is designated in said ®ecla, ration as Exhibit A;
NOW, THEREFORE, the parties hereto, each of them in consideration
of the covenants and agreements of the others herein contained, and of the
sins of One ($1. 00) Dollar to each in hand paid by the others, the receipt
whereof is hereby sevem Uy acknowledged, have covenanted, bargained and
agreed, and each of them by these presents does covenant, bargain and agree,
with the others.. and with each of the others, and each for himself, his heirs
and 4,s€sjgns, doers covenant, bargain and agree with the others, their heirs
•dT=;;tk{;;-�YY� PL{i
mi 472
Fra_' and aaaiga s and with each of the ethers, his heirs and assigns, as follows.
p
LLd laced or mitered an any Of the
Y` r FVF.s 1. That no building shall be erected, p
above cA®aaribed lots orparculn until the buildiabg plans, aPeci$icationrs. and
.;r
.h.S
plot plan showing that lcx•ation of such building have been appro4ed in
writing as to conformity and harmony of external design with existing
strueturem on said lots or parcelig, and vis to location of the building with
r®spect to kopagraphy skis$ finished grouted elevation, by a committee coo-
;,.
poa®dkof Lawrence H. Reybine and Excess K. Fox or by a re presentative
designtad by imid compilttee. In the evost of death Or P83iPsticu 01 any
member of said committee. the rem4h"S member or womberes shall have
jut& authority to approve or disapprove such design and WentiOn, or to
desig&'fe a representative-mith like authority. In the evgrg said GOMMitt",
or its desigtated representative, W18 to Mppr+ vG Or d'MRProvs anch,
and ®ga�cificatis�®
design•and location within thirty (30) days after said i►
have been submitted to it, or in any event, if no suit tO =join the erection
of such building or the making of such e�iterstions has been commenced prior
to the completion thereof, such approval will not be required and the pro- �
visions hereof will be deemed to have been fully cOniPlied with- Meither the
members of such committee nor its designated representative shall. b'e
entitled to any compensation for services performed pursuant to the .
• provisloans hereof. The provisions hereof ahaU be binding on the hi s
hereto, their heirs, successors or assigns and an aU parties and personas
claiming under there until January 1, 1370, at which time said provisions
shall he automatically extended Kor successive periods of ten (10) years
unless by vote of a cgRjority of the theta owners of the above described late
or pgrCelso it is agreed to change said provisions in whole: or in tart.
LIK
B. That the provisions herein contained shall be deeined, and taken to
be, covenants rmaxing with the land and shall enure to the benefit of and be
enforceable by the parties hereto, their heirs, successors and assigns.
ITS WITNESS WHEREOF, the parties hereto have hereunto seg their
hands aud memiea thea day and year firat above writtena
,= artrude May er
nt )K. Fox
Wr'-1 Z'
a'
door e d
_ 7 .
• � e e � •
4Dht f 110me
lra"thy B. orae
bert G. Hughos® r.
Eleanor vaasnBlarcom Hughes
5URVEY OF PROPERTY
51TUATE: ORIENT _ N
TOM: 5OUTHOLD
5UFFOLK COUNTY, NY
SURVEYED April 2-1, 200-1
SUFFOLK COUNTY TAX #
1000 - I-1 - 4 - 23 S
C1BMM TO:
Lucinda Barms Q/7q/V,
Chicago We Insurance Company �/e IV, or
wous�Farg0 Home Moatgage � 4"�01 P.
N '� r
^+ �9he,y off.
`p66 p < ,a�_
S2'So qr' er F
0 ` .N4` �6erE S y'�c�hmer/
9hes /
08, /
)Le
/
CL
On
00
'i a ---stone ___ driveway
----
30' Me Right of Wayy
�6'sA e L. 38Q2 G . 202
P,
o
� / _--' road _ / �•.
i
k0 Q,c� Oo +
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w 0 /, S
0 4v
a'�J O
/
45
4f NOTES:
O- MONUMENT FOUND
�® 9e 9
° l� o pQ'en,eryE PARCEL. ALSO APPEAR5 A5 LOT 7 ON A SURVEY
® MADE BY OTTO N. VAN TUYL 4 5ON, DATED JULY 2, 1154.
A COPY OF WHIGH SURVEY 15 ANNEXED TO AND FORM5
A PART OF A CERTAIN DECLARATION DATED APRIL 23, 1155,
AND RECORDED IN THE 5UFFOLK COUNTY CLERK'S OFFICE
IN LIBER 3812 OF DEEDS AT PAGE 202-210
1hlMthorlmC°It°
Ika°dEltl°n to°eurvoy
mop lwc'biy° •In•d 1m°
• V1o1°"O°°i'°`; Ya 5 at G t�;,L AREA = 118,264 S.F, or 2.115 Acres
'Onhf G°pbe tr°xl 11.°urlgkal of thb survey
make°Mth m.—f°I d 1a10 Wrvdprb
" ` '°°' w- JOHN C. EHLERS LAND SURVEYOR
•c°rnrk.°ve..InNcotOtl rwre°n agin tint tme
e.rvey r.°> epo-oa N°cc°r°ara It�.the ex-
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\ NOTIFY BUILDING DEPART AT
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COMPLY WITH ALL CODES OF
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LAWRENCE V.MCDONALD,JR.RA
8• / j 99 HUDSON ST,5TH FL.
TELYORK NY 3
:(2112)2 7-4309
MOBILE:(917)224-2204
LVM@COLVM.COM
Issue Name
ISSUED FOR APPROVAL 05-18-2017
Project Title
ORIENT HOUSE
PETE'S HILL ROAD t4955 MAIN RD.)
ORIENT,NY 11957
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D".No.:
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PETE'S HILL ROAD(4955 MAIN RD.)
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GARAGE EXTERIOR ELEVATIONS
F
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NEW PAINTED SWING
GARAGE DOORS D ARC
2 GARRAGE-FRONT ELEVATION �A
GARRAGE-WEST ELEVATION
SCALE:W16*-I'W vol
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Project No.:16-ON
D".No.:
A- 110 . 00
AT
LEGEND
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A1.0
00SECTION TAG.
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O ° NAILING SCHEDULE L J A"o DETAILTAG.
PER AWC-WFCM 2015
O
JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL x-X�F.F.NIF)� HEIGHT INDICATOR.
COMMON NAILS BOX NAILS SPACING 13 ceiurc
° ROOF FRAMING
° BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END
RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END
&
WALL FRAMING
°
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d @ JOINTS
H6 c STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"O.C.
t, HEADER TO HEADER(FACE NAILED) 16d 16d 16"O.C.ALONG EDGES
i
J' FLOOR FRAMING
b / ' JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d EACH END
BLOCKING TO JOIST(TOE-NAILED) 2-Bd 2-10d EACH END
BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK
° r LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST
r JOIST TO LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d EACH END
LTP4 BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d EACH END
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED)
2-16d 3-16d PER FOOT
on f
ROOF SHEATHING
°n on
o a ° WOOD STRUCTURAL PANELS 8d 10d 6"EDGE/6"FIELD
o RAFTER OR TRUSSES SPACED UP TO 16"O.C. 8d 10d 4"EDGE/4"FIELD
" RAFTER OR TRUSSES SPACED OVER 16"O.C. 8d 10d 6"EDGE/6'FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANGE 8d 10d 6"EDGE/6"FIELD
° GABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOO ERS 8d 10d 6"EDGE/6"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD
CEILING SHEATHING
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD
WALL SHEATHING
SIMPSON STRONG TIE H6 and LTP4 SIMPSON STRONG TIE ST22 SIMPSON STRONG RIDGE STRAP SIMPSON STRONG TIE MTS12 WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24"O.C. Bd 10d 6"EDGE/12"FIELD
112"&25/32'FIBERBOARD PANELS 8d CORROSION RESTS - 3"EDGE/6"FIELD
1P2"GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1"OR LESS 8d 10d WEDGE/12"FIELD
GREAT THAN 1" 10d 10d 6"EDGE/6"FIELD
2x8 SOLID STAGGERED
�\ BLOCKING AT MID SPAN TO BE
FLUSH TO BOTTOM(ALLOW
AIR FLOW OVER BLOCKING AT
CATHEDRAL CEILINGS
`1 ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE 20151RC AND THE NEW YORK 2016
UNIFORM CODE SUPPLEMENT.
C
w1 �
t I ti STRUCTURAL FRAMING NOTES
1 r NOTE
CONTINUOUS LOAD PATH.THE INTERCONNECTION OF ALL FRAMING ELEMENTS IS CRITICAL TO A
0 o WIND-RESISTIVE BUILDING.A CONTINUOUSLOAD PATH OF INTERCONNECTED FRAMING ELEMENTS FROM
2 x AS REQUIRED ROOF RAFTER I co FOOTINGS AND FOUNDATION WALLS TO FLOORS,WALLS,AND ROOF FRAMING SHALL BE PROVIDED.
THE BUILDING SHALL NOT EXCEED TWO STORIES OR A MEAN ROOF HEIGHT OF 33 FEET,MEASURED
FROM AVERAGE GRADE TO AVERAGE ROOF ELEVATION.THE MAXIMUM TOP PLATE TO RIDGE HEIGHT
RAFTER BLOCKING DETAIL SIMPSON STRONG TIE H8 SIMPSON STRONG TIE BP SIMPSON STRONG TIE HTS20 SHALL NOT EXCEED 10 FEET
FOUNDATION ANCHORAGE:
THE STRUCTURE SHALL BE ANCHORED TO THE FOUNDATION TO RESIST LOADS WITH A HOLD DOWN. ARCHITECT
ANCHOR BOLTS,USE 5/8"ANCHOR BOLTS TO RESIST UPLIFT,LATERAL,AND SHEAR LOADS.BOLTS SHALL LAWRENCE V.MCDONALD,JR.RA
99 HUDSON ST,5TH FL.
BE INSTALLED WITH 3"X3"Xi/4"PLATE WASHERS. NEW YORK NY 10013
TEL:(212)227-4309
ADDITIONAL ANCHORAGE SHALL BE INSTALLED ON EACH SIDE OF ANY EXTERIOR WALL OPENING THAT MOBILE:(917)224-2204
STRUCTURAL STEEL NOTES HURRICANE PANEL NOTES CONTAINS A HEADER THAT RESISTS WIND LOADS. LVM@COLVM.COM
WALLS:
ALL STRUCTURAL STEEL SHALL BE A-36 STEEL CONFORMING TO ASTM SPECIFICATIONS. WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL EXTERIOR W114DOW AND DOOR UNITS AS PER LOADBEARNG WALLS SHALL NOT EXCEED 10 FEET IN HEIGHT.NON-LOADBEARING WALLS SHALL NOT Issue Name
NYS CODE EXCEED 20 FEET IN HEIGHT
ALL STRUCTURAL STEEL FABRICATION,ERECTION AND CONNECTIONS SHALL CONFIRM TO THE LATEST
AISC STANDARDS AND SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. ALL PANELS TO BE PROVIDED WITH ATTACHMENTS AS PER NYS CODE. WALL STUD SPACING SHALL NOT EXCEED 24 INCHES ON CENTER
ALL FIELD CONNECTIONS TO BE 3/4"DIA.MACHINE BOLTS UNLESS INDICATED OTHERWISE.SHOP WOOD STRUCTURAL PANELS AND THEIR ATTACHMENTS SHALL MEET APPROVAL OF EAST HAMPTON WOOD STUDS SHALL BE DOUGLAS FIR-LARCH AND BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS.
CONNECTIONS TO BE EITHER MACHINE BOLTED OR WELDED.ALL BOLTS TO BE A-325 FRICTION TYPE. TOWN OFFICIALS.
CONNECTIONS SHALL BE PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL EXTERIOR STUD WALLS.THE DOUBLE ISSUED FOR APPROVAL 05-18-2017
DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEER CAPACITY.ALL REMAINING IT IS RECOMMENDED THAT THE OWNER CHECK WITH HIS/HER INSURANCE COMPANY BEFORE PLATES SHALL OVERLAP AT THE CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR Project Title
STEEL TO HAVE TYPE 2 CONNECTIONS.A-307 BOLTS MAY BE USED FOR MINOR CONNECTIONS WHEN PROCEEDING WITH HURRICANE PROTECTION MANUFACTURE AND INSTALLATION. LOADBEARING WALLS.DOUBLE TOP PLATES SHALL BE LAP-SPLICED WITH END JOINTS AND OFFSET.
ORIENT HOUSE
ACCEPTABLE TO ENGINEER. ALL PANELS TO BE NUMBERED AS PER THE WINDOW SCHEDULE. PETE'S HILL ROAD M?955 MAIN RD.)
OPENINGS IN EXTERIOR WALLS SHALL BE FRAMED WITH MIN.#2 GRADE DOUGLAS FIR-LARCH LUMBER. ORIENT,NY 11957
THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR A COPY OF PLANS,ELEVATIONS AND WINDOW SCHEDULE SHALL BE STORED WITH THE PANELS AND WHEN WALL OPENINGS DO NOT EXTEND TO THE FLOOR BELOW,SILL PLATES SHALL BE PROVIDED.
APPROVAL.ERECTION OF STRUCTURAL STEEL SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE ATTACHMENTS IN A DRY,INDOOR SPACE. Sheet Title
BEEN APPROVED. FULL HEIGHT WALL STUDS SHALL BE PROVIDED AT EACH END OF AN EXTERIOR WALL OPENING.
CONSTRUCTION DETAILS
ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. EXTERIOR WALL SHEATHING SHALL BE A MINIMUM OF 3/8"WOOD STRUCTURAL PANEL SHEATHING
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ATTACHED PER THE NAILING SCHEDULE
STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED.ALL STEEL SURFACES NOT IN CONTACT WITH
CONCRETE SHALL RECEIVE ONE SHOP COAT OF APPROVED PAINT,AND AFTER ERECTION,ONE FIELD HOLD DOWNS ARE REQUIRED AT EACH END OF A SHEAR WALL LINE.
COAT.OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS AND HIGH STRENGTH BOLTS.THERE AREAS ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE 2015 IRC AND THE NEW YORK 2016 ED A Rch/
SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED. UNIFORM CODE SUPPLEMENT. EXTERIOR WALL CLADDING SHALL BE RATED FOR A 130 MPH EXPOSURE B 3-SECOND GUST WIND SPEED 'CSR
TOWN IS LOCATED IN A 130 MPH HURRICANE PRONE WIND ZONE.THE RESIDENTIAL CODE REQUIRES AND BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. ��� G�J McOON
NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR CONDITIONING CONTRACTORS
THAT THIS WOOD FRAME DWELLING BE DESIGNED WITH THE FOLLOWING REFERENCE DOCUMENTS w �' �( O �A
WITHOUT APPROVAL OF THE ENGINEER. ROOF:
(R301.2) A �{�r
ROOF FRAMING SPANS SHALL NOT EXCEED 36 FEET
THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. WIND EXPOSURE CATEGORY=B
ROOF SLOPE SHALL NOT BE GREATER THAN 12 IN 12.
GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES.GROUT SHALL BE NON-SHRINK,PROPER OR WIND LOAD DESIGN FACTOR=130 MPH N
EQUAL. A RIDGE BEAM SHALL BE INSTALLED AT THE ROOF PEAK.RAFTERS SHALL BEAR DIRECTLY ON THE RIDGE
PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS AND PARTITIONS. SEISMIC DESIGN CATEGORY=B BEAM OR BE SUPPORTED BY HANGERS FROM FRAMING ANCHORS.EACH RAFTER SHALL BE CONNECTED 1,>, 38763 • y0
TO THE RIDGE BEAM OR OPPOSING RAFTER WITH A RIDGE STRAP. �F N_% V
PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING,PIPE PENETRATIONS,ECT.DETAILS SHALL BE SHOWN GROUND SNOW LOAD=MODERATE TO HEAVY WHEN CEILING JOISTS AND RAFTER TIES ARE OMITTED AND THE RAFTERS ARE USED TO CREATE AN
ON SHOP DRAWINGS FOR REVIEW BY ENGINEER. MEAN ROOF HEIGHT=15'AS PER HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT TABLE. OPEN CEILING,RAFTER ENDS SHALL BE SUPPORTED ON BEARING WALLS,HEADERS,AND RIDGE BEAMS.
BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. DEAD&LIVE LOADS FOR ALL FLOORS,ATTIC,PORCHES,DECKS,BALCONES AND SNOW(45 PSF.) ROOF SHEATHING SHALL BE MINIMUM 3/8"WOOD STRUCTURAL PANEL SHEATHING.
BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO ROOF
THIS DESIGN ACCOUNTS FOR UPLIFT,SHEAR AND OVERTURNING MOMENTS DUE TO WIND. FRAMING MEMBERS IN THE FIRST TWO TRUSS OR JOIST SPACES.BLOCKING SHALL BE SPACED AT A
MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS ARE GIVEN IN THE NAILING SCHEDULE.
GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TINO FAMILY DWEELINGS 2015 Scale:NTS
ADDITION Project No.:164M
Dwg.No.:
A-600 . 00