HomeMy WebLinkAbout44496-Z �o�S�EFOL;�cOG` Town of Southold 2/4/2022
a y� P.O.Box 1179
0
53095 Main Rd
Way o� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42754 Date: 2/4/2022
THIS CERTIFIES that the building ALTERATION
Location of Property: 55255 CR 48, Greenport
SCTM#: 473889 Sec/Block/Lot: 44.-1-9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/25/2019 pursuant to which Building Permit No. 44496 dated 12/9/2019
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:
alterations to an exsiting accessory cottageas applied for.
The certificate is issued to Howell,James&Tartaglia,Anthony
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44496 12/2/2020
PLUMBERS CERTIFICATION DATED 7/20/2020 (-",\Wilft Gremle
t oriz ignature
1 TOWN OF SOUTHOLD
��SUFFUt,��oy BUILDING DEPARTMENT
0
�
, p TOWN CLERK'S OFFICE
0
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#: 44496 Date: 12/9/2019
Permission is hereby granted to:
Terjanian, Misak
6 Louis St
East Hanover, NJ 07936
To: make alterations to an exsiting accessory building (bungalow) as applied for.
At premises located at:
55255 CR 48, Greenport
SCTM # 473889
Sec/Block/Lot#-44.-1-9
Pursuant to application dated 11/25/2019 and approved by the Building Inspector.
To expire on 6/9/2021.
Fees:
ACCESSORY $100.00
CO -ACCESSORY BUILDING $50.00
Total: $150.00
Builkling Inspe
pf SO(/j�ol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
roger.richert(-town.Southold.ny.us
Southold,NY 11971-0959
o�yC0UM�1,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: James Howell
Address: 55255 Rt 48 City: Greenport St: New York Zip: 11944
Building Permit#: 44496 Section: 44 Block: 1 Lot: 9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: REP Electric License No: 46288-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1 st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 1 Twist Lock Exit Fixtures TVSS
Other Equipment: Wiring of 1-paddle fan with switch, 1-window air conditioner recpticle
Notes:
Inspector Signature: Date: December 2 2020
81-Cert Electrical Compliance Form.xls
Of, soufy
Town Hall AnnexTelephone(631)765-1802
54375 Main Road ,r Fax(631)765-9502
P.O.Box 1179 ,. •
S6uthold,NY 11971-0959 , '
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERT-IFICAT.IO-N
Data: 2�
Building Permit No.
Owner:
(Please roll)
. .
Plumber:.- - -
(Please print)
I certify that the solder used in the water supply system contains less than 2110 of I%
lead.
(Plumbers Signature)
Swom to before me this old
day of 20 b
Notary Public, 4 A a A �:G='W
UNDA no
NomY
)
Form No.6
TOWN OF SOUTHOLD
BUIELDING 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 foray).
3. Approval-of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less.6m.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 9,195-7)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$15.00
Date.
New Construction: Old or Pre-existing Building: (check-one).
Location of Property: �j 0(-1`Yl
House No: Street Hhmlet
Owner or Owners of Property: ('11 )0UM-Q 0 *kL A i/M aX
Suffolk County Tax Map No 1000,Section-- Block Lot
Subdivision Filed Map. Lot.
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters-Approval:
Planning Board Approval-
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$
pplicant Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, V ayvves residing at 5brLf
(Print property owner's name) (Mailinh Address)
w ,>L� 5 0 vc6do hereby authorize AMP Architecture
(Agent)
to apply on my behalf to the
Southold Building Department.
(Owner' . ignature) (Date)
(Print Owner's Name)
�o�aoF souryolo Li L4 1 ` (evo LZ;2� cg e
* # TOWN OF SOUTHOLD BUILDING DEPT ,
� • io
765-1802
-INSPECTION --
FOUNDATION,1
1NSPECTIONFOUNDATION,1 ST [ ] ROUGH PLBG.
]..-.FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE=& CHIMNEY- [ ] 'FIREZAFETY INSPECTION-
[- ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
I/W ELECTRICAL (ROUGH), [ ] ELECTRICAL-(FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
#Q c4AJr-
Code
DATE D INSPECTOR
OF SObI�°lo
# # TOWN OF SOUTHOLD BUILDING DEPT.
y o,rm��'' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
- [ ] FOUNDATION 2ND
[ ] I ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY -[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] ' CODE VIOLATION [ ] PRE C/O
REMARKS:
Lvi
DATE !I Y "1.0 INSPECTOR
i
*OF 30(/Tyo�
l� TOWNOF`SOUTHOLD°-BUILDING DEPT.'
°`ycourm 765-1802
IN- PECTION .S
[ ] FOUNDATION 1ST [ ] ROUGH PLBG:
--t-J. FQUNDATION..21SID' f ] INSULATION/CAULKING
[ ] FRAMING 1 STRAPPING '[ ' ] FINAL
. ]
-FIREPLACE & CHIMNEY. -FIRE:SAFETY INSPECTION
[ ]. FIRE'RESISTANT CONS�TRUTION =[ ] FIRE RESISTANT,PENETRATION
-ELECTRICAL:(RO•UGH) 0,,jELECTFlICAL-(FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
r
REMARKS: . =-
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4.
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i
.. I
:-DATE :.?O INSPECTOR
L.
It .. •r
0f 50UTy��
` # # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
1 NSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION'2ND [ ]/INSULATION/Aw
CAULKING
[ ] FRAMING /STRAPPING [V FINAL vol
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAF TY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE -LO INSPECTOR
FIELD INSPECTION REPORT -DATE COMMENTS
FOUNDATION (1ST)
---------------------------------
FOUNDATION (2ND)
. z
H
ROUGH FRAMING&
PLUMBING H
ro
INSULATION PER N.Y. � y
STATE ENERGY CODE
FINAL
AD IT ONAL COMMENTS 1
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1 - o c4ric l0 _oo a�qb
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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 �i G Survey
Southoldtownny:gov PERMIT NO. - Check "
Septic Form
- N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 - Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 Mail to.
Disapproved_a/ r
Phone: o a w
Expiration ,20
Building In
APPLICATION FOR BUILDING PERMIT
Date 11 1 ;20 Iq
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.
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 C-L
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber,or builder .
Name of owner of premisesZQ_k'YA_Q.Z
I'TAs 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 31 SAekk
1. Location of land on which proposed work will be done:
C1 a=Q-4c.)-o n,(�
House Number Street Hamlet
County Tax Map No. 1000 'Section ' Block I Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy,of premises and intended==4c—y of roposed construction:
a. Existing use and occupancy `�
b. Intended use and occupancy - -Si oz&,e— .
3. Nature of work(check which applicable):New Building Addition Alteration Xi
Repair Removal Demolition Other Work,.,i:�nj
(Description)
4. Estimated Cost 1 co Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units r Number of dwelling units on each floor 1
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front L C` --oj 1 Rear LQt—a" Depth CO 1
Height 1 —O Number of Stories 1
Dimensions of same structure with alterations or additions: Front SAMAE Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories Vis;
9. Size of lot: Front �C�1 Rear ISS o pl �� Depth
10. Date of Purchase Name Name of Former Owner. �SQ► �� ov�,y��
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law, ordinance or regulation? YES NO,-)4
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO-'<
14.Names of Owner of premises 44ou jaA J-Ta-41ddress Phone No.
Name of Architect &4"_ n.Iw Torte 110 Address Phone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO
* 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 S U9-tl1c)
being duly sworn,deposes and says that(s)he is the applicant
(Name of indiviMal signing contract)above named,
(S)He is the
ontractor,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.
Swornto before me this
day of N 0VP.1MbtK 20_L�__
4 Y V Lori T McBride
Notary Public ..y NOTARY PUBLIC,ST.4TEOFNEWYORK. Sl atureofApplicant
Registration No.'01MC6366447
Qualified in Suffolk County
Commission Expires December 11.2021
Scott A. Russell ,��°�"` '� STORAMINVATIER.
-SUPERVISOR
AMIAIN Gr]EM]EIN
SOUTHOLD TOWN HALL-P.O.Box 1179
W095 Main Road-SOUTHOLD,NEW YORK U971 of Town of Southol d .
CHAPTER 236 - STORA WATER MANAGEMENT WORK SHEET
(TO.BE COMPLETED BY THE APPLICANT) .
DOES THIS PROJECT RWOLVE ANY OF THE FOLLOWING:
Yes NO (CHECK ALL-CHAT APPLV
❑�A. Clearing, grubbing, grading or stripping'of land which affects more
��,/ than 5,000 square feet of ground surface.
OIC, B. Excavation or filling involving more*than 200 cubic yards of material
within any parcel or any contiguous area.
❑E(C. Site preparation on slopes which exceed. 10-feet vertical rise to
100 feet of horizontal distance.
13 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.
( 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.
If you answered NO to all of the guestlons above,STOP! e6viete the Applicant section below with your Name;
Signature,Contact IvformatIm Date& Cou*Tax Map Number! Chapter 236 does not apply-to you•project.
If you answered YES to one or mote of the above,please-submit Two copies of a Stormwater Management Conftd Plan
and a completed Cheek List Farm to the Building.Department wItfyour BuildingPermit Application.
APPLICANT:(Property Owner,Design.Professional,Agent,Contractor,Other) S.C.T.M. .1000 Date
_ - DStrrct �
IMME: lei
Section' Block Lot
2i Dl�� . ****-FOR BUILDIlVG DEPARTMENT'USE ONLY
Contact hifor=tiom 1�LP
Reviewed Br.-
Property Address/Location of Construction Work: — — — — - — — —Dat
Approved for processing Building Permit.
Stormwater Managem_ent_ControI Plan-Not Required.
O An "'� Stormwater Management Control Plan is Required
--j. D (Forward to Engineering Department for Review.)
FORM SMTP-TOS MAY 2014
fat
Town Hall Annex Telephone(631)7654802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 =
Southdd,NY 11971-0959
BUILDING-DEPARTMENT
NOTICE 4F.UTILIZATION OF.TRUSS TYPE:-CONSTRUCTiO .:PRE-ENGINEERED.
---
WOOD CONSTRUCTION ANDIOR TIMBER-CONSTRUCTION'.
Date: .
Owner: LY no `I�
J E
Location�ofProperty:.- ��2��. � `����� �. C uo v-\jo6-r4.--
Please take notice that the(check applicable line);
New commercial or residential-structure
Addition to existing commercial or residential_structure
Rehabilitation to an existing.commercial or residential structure
to be constructed for performed at the subject property reference above will utilize
(check applicable line):
Truss type_construction(TT)
Pre-engineered wood construction.(PW) _
Timber construction (TC)
in the following location(s).(check applicable line):
y_ Floorframing,-including girders and beams(F)
-Roof framing (R)
Floor and roof framing (FR)
Signature: -
Name(person submitting this form):., s
Capacity(check applicable line):
Owner
Owner representative
TrussRegi5.docx Ef eWve 1/112015
SO�jryD�
Town Hall Annex O
,�, Telephone,( ii,-54375 Main RoadP.O.Box 1179 G ; Q rogendchertCd
Southold,NY 11971059 �O L91�OUM`t,�� � NOV .
. 3 0 2020
BUMDIN
G DEPARTMENT B�„�°���DEF�o I
TOWN OF SOUTHOLD
TOWN C-�'6OfjTJJOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: � leq/zc 7/a / 'C_ Date:
70 zo r
Company Name: yl �
Name: 7— ;
License No.: z is
Address:
Phone No.: 63176 -7 (p O 3
JOBSITE INFORMATION: (*Indicates required information) l�
*Name: I )
*Address: N G
*Cross Street:
*Phone No.: 3 f 7 C 7 G
Permit No.: V�
Tax-Map District: 4000 Section: Block: Lot: y'
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) j
(Please Circle All That Apply)
*Is job ready for inspection: YES NO. Rough in Fina!
*Do-you need a Temp Certificate: YES/ NO
Temp Information (if needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I .
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
� dO , a o
oD ,�V
.82=Request for Inspection Form
(44 L0;o
ARCHrrECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209
` Laurel Office:1075 Franklinville Rd,Laurel NY 11948
�_�"� L . ._P °•J _? ? i Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
I
MAY 2 0 2021
May 20, 2021
Southold Town ZBA
P.O. Box 1179
Southold NY 11971
RE:Tartaglia Residence
Anthony Tartaglia
55255 North Rd
Greenport NY 11944
To Whom It May Concern,
We are requesting an extension for 55255 North Road, Greenport for the approvals for the as built and
obtaining a CO for the work.
Please let me know if you need additional information.
Thank you,
Jessica Magee
AMP Architecture,PLLC
Administrative Coordinator
Office: 516-214-0160
Email.jmagee@amparchitect.com
...................
•
—Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual or Corporation(Single Slitel)
CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY.
THIS INDENTURE,made the 4'h day of October,in the year 2019
BETWEEN MISAK TERJANIAN and MANUSAK SALCIOGLU,both residing at
55255 Route 48 Greenport,New York 11944
party of the first part and JAMES HOWELL and ANTHONY TARTAGLIA, le,-rn�s « oo m.Fwd
.2*,Moiitgomery Lane,Bayshore,New York 11706
party'ofthe second part,
WITNESSETH,that the party of the first part,in consideration of
Ten dollars
paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors
and assigns of the party�ofthe second part forever,
ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being
in the See Schedule A attached hereto and made a part hereof
Being and intended to be the same Premises and Party of the First Part herein as in deed dated 7/27/06 recorded 10/4/06 in
Liber 12472 Page 556,and in deed dated 515100 recorded 7120100 in Liber 12057 Page 223,which said deed contained an
'erroneous pbint of beginning that is being amended herein.
Said premise are known and designated as District 1000,Section 044.00,Block 01.00 and Lot(s)009.000.
TOGETHER with all right, title and interest, if any, of the party of the first part'in and to"any streets and roads
abutting the Above described promises to the,6enter lines thereof-,-TOGETHER with;the appurtenances and'all the estate and
rights�ofthe party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto.the
.party.ofthe second part,the heirs or.successors and assigns of the party of the second part forever.
AND,the OaTtY of the first part covenants that the party of the first part has not done or suffered anything whereby the said
promises havebeen encumbered in any way whatever,except as aforesaid.
AND the:party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will
receive the consideration for this conveyance and will hold the right to receive such consideratibit as a trust fund to be applied
first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the
improvement before rising any part of the total of the.same for any other purpose.The word"party"shall be construed as if it
read"parties"whenever the sense of this indenture i6 requires.
IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written.
W.MtL,S -OF--
14
MI ANIA
'4A
N`U
ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE
NaM'60—
State
0 -State ofNew York,County of
,ss: q State ofNew York,County of IN ss.
On the day of in fLe earl I 1 before me, the On the -i day of m ttlJte'.year �9 before:-m,-the
undersigned, rsoti'all e eare otiaii known to undersigned, ersolnNall a,,Seaareii o�L personall known to
g Pe Y :.P N .;P Y P- Y PP, ,t. P . Y ..:
me or proved to me on the basis of satisfactory evidence to be: me or proved to me on the basis of satisfactory evidence to be
the individual(s)whose name(s)is(are)subscribed to the within; the individual(s)whose name(s)is(are)subscribed to the within
instrument and acknowledged to me that he/she/they executed instrument and acknowledged to me that he/she/they executed
the same in his/her/their capacity(ies),and that by his/her/their the same in his/her/their capacity(ies), and that by his/her/their
signature(s) on the instrument,the individual(s), or the person signatures) on the instrument, the individual(s), or the person
upon behalf of which the individual(s) acted, executed the upon behalf of which the individual(s) acted, executed the
instrument .instrument. -
N.OTARY•PUBLIC- — ..._...._.- NOTARY PUBLIC
No �t1GNAHAo7lENelYYdflr: NotatyptbRJto-1GSftatAe:taT((E
QMatatlotaNo �6I
e8t0251 . vrYtiiK-
(uallti Clln idas5�(I Oounty. C1u U edict Apau vunty!:` .
Q23 ;Cotninln�i'ari Exp}tgs;Jufte 7,.X023
• .Co:tyttiissron�Pu_e,�J .
ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK
TAKEN IN NEW YORK STATE STATE
State ofNew York,County of ss: State of ,County of ss:
On the day of in the year ,before me,the On the day of in the year before me,
undersigned,a Notary Public in and for said State,personally the undersigned personally appeared personally known to
appeared the subscribing 'witness to the foregoing me or proved to me on the basis of satisfactory evidence to,be
instrument,with whom I am personally acquainted,who,being the individual(s)whose name(s)is(are)subscribed to the within
by n e duly sworn,did depose�arid say that tie/she/they reside(s) instrument-and acknowledged to The that he/she/they executed
in (if the place of residence is in a city,include the street the same in his/her/their capacity(ies), 'that by his/her/their
and street number if any,thereofl;that he/she/they know(s) signature(s),on the instrument, the individuals) or,the person
to be the individual described in and who executed the. upon behalf of which,the individual(s) .acted,, executed the
foregoing instrument;that said subscribing witness was present; instrument, and that such individual make such'appearance
and saw said execute the same;'and-that said witness at: before the undersigned-in the (add the city or political
the same time subscribed his/her/their name(s) as a witness' 'subdivision and the state or country or 'other place the
thereto. acknowledgement was taken).
NOTARY PUBLIC NOTARY PUBLIC
Bargain & Sale Deed COUNTY:Suffolk
With Covenants TOWN/CITY:Southold
PROPERTY ADDRESS:55255 Route 48 Greenport,New York 11944
MISAK TERJANIAN and MANUSAK SALCIOGLU
SECTION:044.00
TO
JAMES HOWELL and ANTHONY TARTAGLIA BLOCK:01.00
LOT:009.000
Title No.
RETURN BY MAIL..TO:
Julianne Bonomo;Esq: '
DISTRIBUTED BY Lewis Jolts Avallone Aviles,LLP
One CA Plaza,Suite 225
Islandia,NY 11749
JUDICIAL TITLE
T:800-281-TITLE F:800-FAX-9396
4e
' .UM A
Amended 8-23-2019
ALL that certain plot, piece or parcel of 'land, situate, lying and being at Greenport, near
Arshamomque in the Town of Southold, County of Suffolk and State of New York, bounded and
described as follows:
BEGINNING at a point on the Northerly side of North Road (County Route 48 a/k/a Middle Road)
where same is intersected by the Easterly side of land herein and land now or formerly of Kathleen
T.Phelan;
RUNNING THENCE along the Northerly side of North Road, South 76 degrees 29 minutes 50
seconds West, 100.00 feet to a concrete monument found at the corner of land herein and land
now or formerly of Robert V. Rockefeller and Carolyn Rockefeller, as Trustees of The Robert V.
Rockefeller and Carolyn Rockefeller Revocable Living Trust,dated February 24,2001;
THENCE along said last mentioned land, North 14 degrees 11 minutes 40 seconds West,305.50
feet to the average high water line of the Long Island Sound;
THENCE Southeasterly along the average high water line of Long Island Sound along a tie line of
South 54 degrees 04 minutes 10 seconds East,a distance of 155.98 feet to land now or formerly of
Kathleen T.Phelan;
THENCE along said last mentioned land,South 14 degrees 11 minutes 40 seconds East, 187.00
feet to the Northerly side of North Road,at the point or place of BEGINNING.
The policy to be issued under this reportwill insure the title to such buildings and improvements erected on
FOR the premises which by law constitute real property.
CONVEYANCING
ONLY TOGETHER with all the right,title and interest of the party of the first part,of,in and to the land lying in the
street in front of and adjoining said premises.
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ARCHITECTURE PORTILLO1 R .A. 1 LEER AP PROJECT:
ANTHONYIL
i�+ = ��� �� -�: � ������ � 1075 FRAN KLI NVI LLE ROAD 204 25TH STREET SU TE 203 RENovATION
7.
7777 777777
LAUREL N .Y. 11948 BROOKLYN , N .Y, 11232
55255 NORTH ROAD
LLCGREENPORT0 :516-214 0:516-214-0160 , N.Y. 11944
DRAWING TITLE:
TITLE PAGE
PAGE:
"I"1=11 100
DATE: 11/14/19 1OF3
NOTES 4 SPEC I F I(ATI ONS PLUMBING CARPENTRY
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CON5TRUGTION DOCUMENT BINDED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DKV) I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'75) UNLE55
TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SSYSTEMS
BULLETIN 2oo8 o05
TO NYC FLUMBINO AND NYC DEP REGULATIONS AND NYC OTHERWISE NOTED. �
SPEGIFI0ATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18 I NSULATI ON FENESTRATION REQU I REMENTS" ABOVE SCRATCH GOAT. MAINTAIN T® I 00 TITLE PAGE
2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. 8" MIN. FOUNDATION EXPOSURE.
GENERALN T`5ECG 2015 TABLE
i. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO COMPONENT PROPERTIES 8402.1.2 COMPLIES �
AND AT BASE OF VERTICAL WASTE PIPES. PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2x6 , UNLE55 (1) 2 xb
APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE.
4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER NYSEGG 402.1.3 AND TABLES GENERAL NOTES
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. FOOT. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM YES
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM STRUCTURAL DESIGN CHARTS
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: AIR LEAKAGE=0.30 CFM/5F
- P15H WASHER.........................................2" 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - KITCHEN SINK........................................2" FLOORS, ROOFS, AND WALLS. MIN. R-20 AS PER TABLE
AND AUTHORITIES HAVIN6 JURISDICTION. WOOD FRAME WALL R-VALUE YF-5
- LAVATORY...............................................2 R-21 CAVITY INSULATION 402.1.2 OF NYS ENERGY
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - SHOWER/TUB..........................................2" 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, CODE - ZONE 4 A-200 BUNGALOW PLANS & ELEVATIONS
- TOILET........................................................3" U.O.N.
OF THE OWNER/BUILDER - LAUNDRY .................................................2"
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS
- FLOOR DRAIN..........................................5" -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING PLUMBING RISER DIAGRAMS
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWI5E NOTED.
WITH THE WORK. THROUGH ROOF.
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE
UNLE55 APPROVED BY THE CES TO THE STRUCTURAL
7. PROVIDE FRO5T-PROOF H05E BIB5 WITH EASILY ACCE5515LE DRAIN 4 P.T.
DRAIN COCKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW
PROTECTION. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE
7. OTO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-I. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND
BEFFORREE THE
OR HE START OF FRAMING 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ROOF AND I5 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TALE R501.7
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WITH BACK FLOW PROTECTION. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
APPLICABLE.
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL
HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N.
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR
TO CONGEALMENT OF PLUMBING. 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR RAFTERS HAVING SLOPES GREATER THEN 3/12 L/150
11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RAAPPROVED EQUAL.
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. W/ NO FINISHED CEILING ATTACHED TO RAFTERS
PERMISSION FROM THE ARCHITECT. NO NOTCHING W
AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT -
NOR ANY POTENTIAL DAMAGE THEREOF. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING.14. PROVIDE XCROSS BRACING AT JOISTS, STUDS, ANS
AND RAFTERS WHEN 51- INTERIOR WALLS 4 PARTITIONS H/180
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ' '
RESPONSIBLE FOR DESIGN INTENT ONLY. V
MECHANICAL CONNECTIONS: EXCEED 8'-O" AND AT EVERY 8'-O". FLOORS 4 PLASTERED CEILINGS L/360 LJJ
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. „ „ 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE
I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 51MPSON MAY BE ALL OTHER STRUCTURAL MEMBERS L/240 V
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. A-2 = -J
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2. THE SUE35TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK "SIMPSON" MANUFACTURER. I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 0 J
BROOM GLEAN. 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES NECESSARY. Q
INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 1'7. PROVIDE ALL NAILING AND 5TRAPPIN5 ADDRESSED ON PAGE5 A-1 EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY
THROUGH A-3
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON"
EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120
AND ORDINANCES. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED r.
I8
5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER . AT WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE.
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB
THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 6. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER
FLOOR SHALL NEVER EXCEED A I6" SPAN.
COMPLETION OF PROJECT. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED STRUCTURAL DES 1 O N LOADS
7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN5
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT AS PER PAGE A-1 THROUGH A-3. R
ARGHITECT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER
AGAINST ALL CLAIMS, DAMA6E5, L055E5 AND EXPENSES, INCLUDING SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM 20. "P.T." SPECIFIES PRF-55URE PRE5ERVATIVELY TREATED LUMBER IN USE LIVE LOAD DEAD LOAD
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER EXTERIOR BALCONIES 60 sf 15 psf
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD p
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER,
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN GYPSUM WALL BOARD CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER DECKS 40 psf 15 psf
I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS,
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE COMPOUND METHOD. ETC. FOR LOCATIONS SUCH A5: LEDGER BD., BILL PLATE, DECK CONSTRUCTION,
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PASSENGER VEHICLE 6ARA6E5 50.,psf AS PER PLAN
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACT5 ANY OF THEM MAY 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLESS
BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: ATTICS WITHOUT STORAGE (ROOF BELOW 5 PITCH) 10 psf 15 psf
PARTY INDEMNIFIED HEREUNDER. DEEMED APPLICABLE. A. TRU55 JOIST McMILLIAN 1.9E MIGROLAM
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDINGS. GEORGIA PACIFIC 2.OE G-P LAM ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS PSL (PARALLEL STRAND LUMBER) DENOTES
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR (!"!HERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET A. TRU55 J015T McMILLIAN 2.OE PARALLAM
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING ALL TO BE INSTALLED AS PER MANU. 5PEG.'5 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 22. FOR NEW WALLS, A PERFORATED SHFAR4ALL SYSTEM IS USED. THE SLEEPING ROOMS 30 psf 15 psf
AUTHORIZATION OF THE ARCHITECT/ENGINEER. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE NOTES, AND TABLES ON PAGES A-1, A-2, 4 A-3. THE FASTENING SCHEDULE
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING STAIRS 40 psf 15 psf
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING
PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED GUARDRA15 AND HANDRAILS 200 psf 15 psf
5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND SHEARHIALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'s).
20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK ALL OPENINGS. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS.
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. ROOF LO,01NC (LIVE = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC
23. COLUMN BEARING A5 FOLLOWS: I' 15 psf FOR CATH.
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN,
SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND.
WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-5HRINK GROUT *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. GLA55 WINDOWS AND DOORS SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® ASCE 7-IC (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
I. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16"
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2. (5LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER WIDE 3 COURSES OF 50LIM BRICK MASONRY CENTERED ® POSTING, U.O.N.).
COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. CLEARANCES ARE PROVIDED. (BUTIIII WHEN COLUMN OR P05TIN5 15 PART OF THE LOAD PATH FOR USE CLIMATIC AND GEOGRAPHIG DESIGN CRITERIA
3. ALL SLIDING GLASS DOORS, 5KYLIGHT5, AND ANY GLA55 UNIT INSTALLED IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/
WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, 6ROUND SNOW LOAD 20 LBS
UNLESS OTHERWISE NOTED. U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG
CODES AND REFERENCE STANDARD: w/ b" RI5E 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS
1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE5 A-1 THROUGH A-3. BASIC WIND SPEED 130 MPH
BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MANUFACTURER'S SPECIFICATIONS.
MAINTENANCE CODE.
EXPOSURE CATEGORY B
5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ENERGY CONSERVATION CODE. ELECTRICAL:
SEISMIC DESIGN CATEGORY B
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM w
CONSTRUCTION MANUAL BY AF 4 PA. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOW5, OR TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY
ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. CONSERVATION CODE. WEATHERING SEVERE g
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 0
CODE. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALLV
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS GERTIFIGATE UPON FROST LINE DEPTH 3'-O"
SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPLETION OF WORK.
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL TERMITE MODERATE TO HEAVYLu
MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: Q
SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - GENERALLY, VERIFY OR PROVIDE HARD WIRED
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, SMOKE DETECTORS w/ BATTERY BACK-UP IN: ICE BARRIER REQUIRED YES
NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH
ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE A. EACH SLEEPING ROOM >
CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH w
THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE B. OUTSIDE OF EACH SEPARATE SLEEPING
GENERAL WIND PROTECTION CONNECTION NOTES: CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, AREA IN THE IMMEDIATE VICINITY OF
ADAPTED FROM STANDARD FOR HURRICANE RFS15TANT RESIDENTIAL ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS THE BEDROOMS (GENERALLY THE HALLWAY)
CONSTRUCTION;557P 10-99 AND 2015 55C HIGH WIND EDITION WOOD FRAME REQUIREMENTS.
CONSTRUCTIONG. EVERY LEVEL OF DWELLING r
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) �.�°
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. TEMPERED CLASS.
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT C>�` �1'd Z
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 230(b OF IBC SHALL
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
5. METAL PLATES, CONNECTORS, 5CR'.EW5, BOLTS AND NAILS EXPOSED
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL x'y'
AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. arrj"r/ -
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL
SHEATHING AND 51DIN0, FRAMING ANCHORS OR CONNECTORS SHALL BE N A I - I ` O/S TR A F F `O ^ I EO ^ /DOOR E A r -)E RC -
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDSF ' ��"
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. QQ
5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING CONTINUOUS LJU I L.T-UF O I RDERS, THREE OR 1 (ORE SUFFORTS
RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED NOTATION:
IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. GOPSNEGTION PATTERN SCHEDULE A- NUMBER OF 5dVAIL5 ® EA. END OF STRAPPING (3.7,P. 15'7-2001)
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (5255, P. 143 -2001) PROJECT:
7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48 AND EVERY BETWEEN 1/6 G- NUMBER OF FUL. HEIGHT KING STUDS
I6" WITHIN 4' OF EXTERIOR CORNERS. CONNECTION 4 1/4 OF A ® EA. SIDE OF fEADER (3.230, P. 193 - ALTERNATU.25D,PG. 144 -2001)
DESCRIPTION
8. BILL PLATE TO FOUNDATION ANCHORAGE;51LL PLATE SHALL BE ANCHORED PATTERN A55EMBLY REQUIREMENTS: D- NUMBER OF I&dNAIL5, END-NAILED THROUGH ADJACENT KING STUD
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER TO END OF HEATER ® EA. SIDE (31,P. 15"1 4 WORK5HEET-2001) TARTAG LIA
OF J" AND 5"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE A (2)ROWS 10d NAILS m 12"O.G. MAX.32 51DE BY SIDE ARE CONTINUOUS OVER THREE OR MORE E- NUMBER OF JACK STUDS ® EA. END OF HEADER (5.22F,PI91-2001) RENOVATIONPROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 1
SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE A D F- NUMBER OF I6dNAIL5, END-NAILED THROUGH ADJACENT JACK STUD
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MABONRY B (3)ROWS 10d NAILS• 12"O.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN TO END OF 51L1(5) 0 EA. SIDE (DOES NOT APPLY TO DOORS)
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS G (5b,P. 157 4 WORKSHEET -2001)
AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. G (2)ROW5 1/2" m BOLTS m 12"O.G.STAGGERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE
DBL.• ENDS TWO-PIECE
BUILT UP BIRDER P MAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT.
Q(2)ROWS 1/2" d BOLTS® Ib"O.G. B E FASTENING SCHEDULE B 55255 NORTH ROAD
E (2)ROWS I/2" 0 BOLTS® 24"O.C. TWO IPECE GIRDERS ARE To BE NAILED FROM ONE 51DE ROUGH OPENINGFRAN ACCORDQANCEEUIRE�TH WooDRFRAME DOOR OPENINGS GREEN PORT, N.Y. 11944
BETWEEN I/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F CONSTRUCTION MANUAL 2001 EDITIONI
F (2)ROWS 3-3/8"TRUSSLOGK SGREws® 12^o.G. 4 V4 of A
SCREWED ON(1)SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF I6 INCHES
BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDER5 ARE
S (2)ROWS 3-3/8"TRU55LOGK SCREW5 m Ib"o.C. P A NOTA,oN DRAWING TITLE:
�SCREWED ON(1)SIDE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR A B G D E F
(2)ROHS 5-5/8"TRUSSLOGK SCREWS• 24"O.G. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A ROUGH GENERAL NOTES
H SCREWED ON(1)SIDE OF MEMBER P DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. OPNG
(2)ROW5 5"TRU55LOGK 5GREW5 m 12"O.G. THREE-PIECE DESIGN DETAILS
5GREWED ON BOTH 51DE OF MEMBER BUILT UP BIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS 2'-0" 2 1 1 1 I I
K (2)ROW5 5"TRU55LOCK 51-REW5• Ib"O.G. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING
50REWED ON BOTH 51DE OF MEMBER INTERMIDIATE JOINT5, AND W/ THE OTHERS STAGGERED w/ 4'-O" 4 1 2 2 2 2
(2)ROW5 5-TRU55LOGK 51-REW5® 24"O.G. BETHEEN I/b A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A
SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A HORIZONTAL LINE.
REQUIRES SILL PLATE OF 2"x6" (MIN) 6'-O" 5 I 3 3 3 3
NOTE: < FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND REQUIRES (3) 2"xl2" HDR (MIN) PAGE:
1.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE 8'-O" 1 2 5 4 4 4
PLAN SHALL U5E CONNECTION PATTERN 'A'WHEN 8"OR SMALLER
d CONNECTION PATTERN 'B'WHEN 10"OR LARGER p GIRDER.
AR
2.WHEN SCREWING OR NAILINS FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING:
OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p A-100
GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS,
NAILED TO WOOD P05TS OR BOLTED TO STEEL COLUMNS.
DATE: 11/14/19 2 OF 3
0ENDRAL 5"'�rI I50L E)"o" •
EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT
WOOD FRAME (L.O. BTL.
EX15TINO TO REMAIN WHEN APPLICABLE)
NEW WOOD FRAME (L.5. 7NEW FOUNDATION WALL 4" FRESH AIR VENT
STL. WHEN APPLICABLE) JILTHROU&H ROOF PROVIDE "ABESGo FP2oo FR
I EXPANDING FOAM"(OR EQUAL)
I AT ALL PENETRATIONS IN FIRE
RATED WALLS AND
k I FLOORS/GEILIN65. PRODUCT
Q I CONFORMS TO ASTM E 814,
A5TM E 84,AND UL I4"19
I
I
I
I
FULL BATH 2 __,
r I I KITCHEN AALLLPLUMBIN6 WORK
SHALL CONFORM TO
F I LOCAL PLUMBING CODE
2
E 1 I I GLEAN OUT
1 I 3++ I AS REQ'D
I 1
I I EXIST.F.A.I.TO
I
REMAIN
2"
2- I
i :2 DW
G.O. 3..
G.O.
G.O.
4"
REMOVE AND X10'-9" w EXIST.4"MAIN
REPLACE EXISTINGW DRAIN W
� IxWINDOIN KIND S_5y2- S_3y2 4 EXIST.HOUSE H
TRAP
4—
C.O. W
REMOVE AND = J
REPLACE EXISTING
1 III EXISTING EXTERIOR DOOR �/(� 4"
V
I III WINDOWS TO BE • TO EXIST. Q
I REMOVED NEW EXTERIOR WALL SEPTIC
III INFILL ® REMOVED 24x01 SYSTEM
DOOR;MIN. R-21
INSULATION INSIDES ww,.
WALL CAVITY I 2 EX.. T.
EXIST. 1-1
EXIST. LIVING GOVERJ=
COVERED = ROOM PORG 5U I�tLJALOY`4 — FL�UMB I NO RISER - DRAIN / NA57E / VENT
PORCH
I y4
5GALE: NTS
u�
EXISTING WC 8
VANITY TO BE N
REMOVED
1011"O�\
II 11- 0
LL-A
_ _ EXI5T.
EX T. IL
C KITCHEN
BATH O EXISTING WALL 8
EXIST. KITCHEN FINISHES Q
KITCHEN TO BE REMOVED
REPLACE
EXIST. BATHROOM4'-Sy2" 4'-IOy2" APPLIANCESt NOTE:
BUNOALON 1�EMOL I TI ON PLAN sHOWCOMBO CABINETRY FULL BATH KITCHEN ALL PLUMBING WORK
TOO REMAIN, 10'-9"
SHALL CONFORM TO
REPLACE WC $ SINK LOCAL PLUMBING GORE
SCALE: I/4" = I'-0°
BUNOALON FLOOR PLA `40 � �
N �Q S EL 6END
5GALE: 1/4" = I'-O" i� i3= -------iT� TER
FLOOR PLAN NOTES ~! �� m iv1 �ry pry GOLD WATER
- �I I- I DW �.._.._..—{ SUPPLY
DOOR NOTE: � �- -------------- --�
PROVIDE "ABESGO FP200 FR
I I. INSTALL NEW INTERIOR DOORS WHEN GALLED
OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). CONNECT TO j EXPANDING FOAM"(OR EQUAL)
EXIST.WATER AT ALL PENETRATIONS IN FIRE
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED I RATED WALL5 AND
OUT ON PLANS BY 'THERMATRU' (OR EOUAL). SUPPLY SYSTEM FLOOR5/0EILIN65. PRODUCT
3.DOOR TYPE TO SELECT
CONFORMS TO A5TM E 814,
4.INSTALL AS PER MANU 5PEC.'s 0
1 ASTM E 84,AND UL 14"19
I N
N ~
Z
WINDOW /DOOR FWRAMING:
O2 SEE PAGE A-100 FOR FRAMING j
ELEMENTS AROUND DOORS AND v O
WINDOWS (TYP. FOR ALL) U.O.N. U
1
I
TO STREET ~
1 rWATER MAIN O
W
BUNOALON - FLUME31 NO RISE - SUFFLY M
SCALE: NTS � 'i; �-A
Q O
F'04-" \
PROJECT:
TARTAG LIA
RENOVATION
55255 NORTH ROAD
GREENPORT, N.Y. 11944
NEW SIDING AT NEW DRAWING TITLE:
EXTERIOR WALL
INFILL
PROP. BUNGALOW PLANS
PROP. BUNGALOW ELEVATIONS
r
PLUMBING RISER DIAGRAMS
BUNOALON FRONT ELEVATION BUNOALON R IOHT ELEVATION E3UNOALON REAR ELEVATION 5UNOALON LEFT ELEVATION PAGE:
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O"
3 ®
DATE: 11/14/19 3 OF 3