HomeMy WebLinkAbout41120-Z �S�FFn��coTOWN OF SOUTHOLD
BUILDING DEPARTMENT
y a TOWN CLERK'S OFFICE
SOUTHOLD, NY
�dl � dao
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#: 41120 Date: 10/27/2016
Permission is hereby granted to:
Domeluca II LLC
66 Leonard St 9C
New York, NY 10013
To: demolish existing dwelling, deck & swimming pool as applied for per Trustees and DEC
Non-Jurisdiction letter.
At premises located at:
14895 Route 25, East Marion
SCTM # 473889
Sec/Block/Lot# 23.-1-2.10
Pursuant to application dated 10/19/2016 and approved by the Building Inspector.
To expire on 4/28/2018.
Fees:
DEMOLITION $1,163.20
DEMOLITION $100.00
Total: $1,263.20
J
Bui spector
TOWN OF SOUTHOLD CSO - BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT ] Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 _pol $ 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ID121 ,20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved
Approved v ,20t(e Mail to:
Disapproved a/c
Phone:
Expiration ,20
® ZN� Buil spector It7-
OCT 19 2016 D APPLICATION FOR BUILDING PERMIT
Date 116 , 20/G
BUnDINGDEP' INSTRUCTIONS
TOWN OF SOUTHOLD
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.
444
�G� ..
(Signature of ap icant or name,if a corporation)
A 44d7 ky
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
6LU
Name of owner of premises L�.
(As on the tax roll or latest deed)
If applicant is a corporation, signature of my a thorized officer
(Name and title of corpoPate ficer)
Builders License No. 3686 P,
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
11W15-- ALN (�o . :C7;7? � � , N ���_s�
House Number Street Hamlet
County Tax Map No. 1000 Section Block .y Lot /
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
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition O Other Work
F05 LA-'.,,R , T 9-�, (Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If ga age, number of cars
6. If busines commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of e isting structures, if any: Front -Rear Depth
Height Number of Stories
Dimensions of same st -cture with alterations or,additions: Front
Depth Height Number of Seto egZJ V
i
8. Dimensions of entire new construct) n: Front Rear D,eptlh.
Height Nu ,er of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of For , Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
61D. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES / NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITSi1\1AY BE REQUIRED.
Is this property within 300 feet of a tidal wetland? * YES V 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
SC, '° being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sYgning contract) above named,
(S)He is the 146,gj�
(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.
Sworn t before me thi
ay of 20)6
DONNA M.PALMER
)zu,tc Lf Notary Public,state of New York
69978,Suffolk^''n
Notary Public o Signature of Applicant
( pOm rllsslon Expires December 9,
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY 0 Stony Brook,5o Circle Road,Stony Brook,NY 11790
P.(631)444-03651 F:(631)444-0360
www dec.ny gov
LETTER OF NO JURISDICTION
TIDAL WETLANDS ACT
May 3, 2016
Domeluca Il, LLC
c/o David J. Januzzi
P.O. Box 1672 .
Mattituck. NY 11952
Re_: Application #1-4738-03438/00002
14895 Main Road, East Marion
SCTM#1000-23-1-2.10
Dear Mr. Januzzi:
Based on the information you submitted, the Department of Environmental
Conservation has determined that the referenced property that is landward of the
topographic crest of a bluff in excess of 10 feet in elevation, as shown on the survey
prepared by Kenneth M. Woychuk last revised March 30, 2016, is beyond Tidal
Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal
Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required.
Be advised, no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a
permit. It is your responsibility to ensure that all precautions are taken to prevent any
sedimentation or disturbance within Article 25 jurisdiction which may result,from your
project. Such precautions may include maintaining adequate work area between the
jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a
temporary fence, barrier, or hale bay berm. -
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other agencies or local municipalities.
Sincerely,
i4e
eorge . Hammarth
At Permit Administrator
cc: En-Consultants
Boh-TW
file
Nt wYORK Department of
Environmental
nrroaru.urr
Conservation
i
PSEG Lone Island
175 E.Old country Road
Mcksville,NY 11801
LONG
~� f lig ' ISLAND
We make things work for you.
September 10, 2016
Domeluca II
c/o David Januzzi
13235 Main Rd.
PO Box 1672
Mattituck, NY 11952
Notific# 9-31447
14895 Main Rd
E. Marlon
Dear Sir:
This is to advise you that the PSEG-LI electric facilities at the above
referenced location have been removed.
You must also contact National Grid at 516-545-4973 to procure a
letter of demolition associated with natural.gas service, whether or
not your home or business uses natural gas.
In accordance with the New York State General Business law - Chapter
818, Industrial Code Rules 53, please inform the demolition contractor to
notify the Utility Control Center at 811 or 1-800-272-4480, 48 hours prior
to starting work to request a mark out of the utility services in the area.
If you have any questions regarding the above, please contact me at 631-
284-5301.
,,VZely your�Rima
Customer Planning Representative
Distribution Design
PSEG-LI
l
Josephupper s I I at I V n a ol
Senior Supervisor '
Customer Fulfillment Department
September 26, 2016
Domeluca lI
C/o David Januzzi ESQ.
I3235 Main Road P.O Box 1672
Mattituck, NY 11952
E-Mail: DJJLAWnICLOUD.COM : NICKMISCHUCHARTDOW.COM
National Grid WO # T101886685
Service Address: 14895 Main Road
East Marion, NY 11939
To Whom It May Concern:
This letter is to advise you that National Grid investigated your request and confirmed that the
subject property does not have an active gas service line.
New York State law requires anyone planning underground excavation work to notify local utilities
by making one call to a toll-free number to get your underground lines identified for you prior to
doing any digging. This phone call needs to be made at least 2, days but not more than 10 days
prior to starting work, not including the date of the call. The number to call is either the nationally
sponsored "811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter
of no active gas service line to the subject property does not relieve the excavator of making this
"811" call.
If you have any further questions, kindly contact me at 631-348-6218.
Re pectfully,
oseph Kearns
Senior Supervisor
Customer Fulfillment Gas NY
1650 Islip Ave,Brentwood,NY 11795
T:631-348-6218 F:516.545-2333 joseph.keams@nationalgdd.com www.nationaignd.com
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APPROVED AS NOTED
DATE: 6.p.#
FEE: i U BY: �+ /�
NOTIFY BUILDING DEPART Mt AT OCCUPI�,+�.' wt's
765-1802 8 AM TO 4 PM FOR THE USEIS U('�f a'��11``-!,IL
FOLLOWING INSPECTIONS: p
1. FOUNDATION - TWO REQUIRED WITHOUT CERTIFICATE
FOR POURED CC^CRETE A'
2. ROUGH - FRAMING R PLUMBING OF OCCUPANCY
3. INSULATION
4. FINAL - CONSTRUCTION FAUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
RESIDENTIAL GENERAL NOTES RETAIN STORM WATER RUNOFF
1. THIS PROJECT 15 CONSTRUCTION OF AN ADDITION TO COMPLY WITH ALL CODES OF PURSUANT TO CHAPTER 236
AN EXISTING FAMILY RESIDENCE, CLASSIFIED S R-3, NEW YORK STATE & TOWN CODES OF THE TOWN CODE.
. THE HEIGHT OF THE PORCH AS DEFINED BY THE
AS REQUIRED AND CONDITIONS OF
RESIDENTIAL CODE NEW YORK STATE 15 1 P-0".
THE FLOOR AREA IS 195.2 SQ.Ff, �.--Cal F1%AdIdI 'Iv
3. THE TYPE OF CONSTRUCTION 15 TYPE V(B).
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 iVl
RESIDENTIAL CODE OF N.Y.S. AND THE AF t PA WOOD FRAMES
/ c
CONSTRUCTION MANUAL 1995 58CHIGH WIND EDITION _-1,vulnVLU IV i V TEES Mdlq�ona( ce-
5.
ASSUMED SOIL BEARING CAPACITY. 1,500 1b./Scq.Pt. DEC j
G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 p5l. - 28 DAY TEST.
7. ALL FOOTINGS TO REST ON 12"BELOW VIRGIN, UNDISTURBED SOIL.
8. DE51GN LOAD CALCULATION ARE BASED ON:
LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE.
DEAD LOAD: CALCULATED AS PER R301.3 AS PER RCNY5.
SNOW LOAD: 45 PSI GROUND SNOW LOAD(AS PER FIG. P,301.2(5)RCNY5. BASED ON SURVEY BY:
SEISMIC DESIGN CATAGORY B. SEALAND SURVEYING * ENGINEERING P.C.
WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST, DATED: OG MAY, 1586
LOCATION LIVE DEAD DEFLECT LIMIT NAILING SCHEDULE IV
15t FI. 40 LB 12 L/3GO (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR s `S OS°48+5 p+\/C� SCTM 1000-57-04-13
2nd FI. (SLEEP AREA) 30 LB. 12 L/3GOO W
ONE AND TWO FAMILY DWELLINGS 1995 55C HIGH ND EDITION) Imo- On
ATTIC(NON 5TORGE) 20 LB. 10 L/3GO JOINT DESCRIPTION NUMBER OF NAIL5 NAIL SPACING !I
ROOF 20 LB. GROUND SNOW 15 LB. L/3GO ROOF FRAMING I I 1 .7
9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T
CELING JO 5T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
CEIILING JOI1ST LAP5 OVER PARTITION((FACE-NAILED) 3 EACH LAP CORN ER XISTING
RIDGE STRAP(EACH END) 2 PER TIE
BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END H O LD DO WN 3ARAGE
10. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES RIM BOARD TO RAFTER(END-NAILED) 2-I Gd EACH END
AND STANDARDS. WALL FRAMING \\
I i ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I Gd PER FOOT RIDGE /
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-IGd JOIST EA.51DE
12, THE ARCHITECT ASSUMES NO RE51`0515ILITY FOR THE CONSTRUCTION STUD TO STUD(FACE-NAILED) 2-I Gd 24"O.C, 2`5.00,
MEANS, METHODS,TECHNIQUES,SEQUENCES, OR PROCEDURES, OR FOR HEADER TO HEADER(FACE-NAILED) f Gd 16"O.C.ALONG EDGES
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-I Gd PER 2x4,2xG,2x8 RE5PECTIV
BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,
THERE ARE NO WARRANTIES, NOR ANY MEPCHANT151LITY OF FITNESS
END JOIST OR BLOCKING(FACE-NAILED) 2-14;d PER FOOT l J
FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE (� i o
PLANS. FLOOR FRAMING s 0
JOIST SILL,TOP PLATE GIRDER(TOE-NAILED) 4-8d PER JOIST 13G\
13. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. BRIDGININ G To JOIST(roE-NAI AILED) 2-8d EACH END
DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 0
BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK
14, CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT LEDGE STRIP TO BEAM(FACE-NAILED) 3-IGd EACH J015T
SHOWN,LISTED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PEP J015T THESE PLANS ARE AN INSTRUMENT OF SERVICE
QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED, CONTRACTOR BAND J015T TO JOIST(END-NAILED) 3-1 Gd PER JO15T 30.5'
SHALL FURNISH ALL LABOR,SCAFFOLDING, AND TOOLS NECESSARY TO BAND J015T TO BILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT CROSS SECTION END VIEW ANDINGEME ARE TS WILL
BE PROS E PROSECUTED ECT.
COMPLETE THE WORK. ROOF SHEATHING
INFRINGEMENTS WILL BE PROSECUTED
15. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL 5TRUCURAL PANEL5 ad (TABLE 3.8) 2016 ALL RIGHTS RESERVED
OF EXISTING WORK AND/OR INSTALLATION OF NEW NVORK. DIAGONAL BOARD SHEATHING
I G. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK I NI"OR I N& 2-8d PER SUPPORT oz04
AS CLOSELYA5 POSSIBLE UNLESS OTHERWISE NOTED. I"x 10"OR WIDER 3-8d PER SUPPORT °' EXISTING
17. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH CEILING SHEATHING LL_ 2-STORY s Z
MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD Q m c O
18. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS �� Z r
AND CERTIFICATE OF OCCUPANCY. WALL SHEATHING G' "� HOUSE
5TRUCURAL PANEL 8D (TABLE 3.9) _
FIBERBOARD PANELS
7/1 Q' GD 3"EDGE/G"FIELD
8D 3"EDGE C."FIELD 19. INRobert I. Brown
SN NECESSARY DURING DEMOLITION E OLITION AND CONSTRUCTION.
PROTECTED GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD PORCH R`
20. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL HARDBOARD 8d (TABLE 3.9) 26.a'
RENOVATION Architects P.C.
NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR PARTICALBOARD PANELS 8d (TABLE 3.9)DIAGONAL BOARD SHEATHING
HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY, 1°xG"OR I"x8" 2-8d PER SUPPORT 2055 Bay Ave. Greenport NY
2 1, PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND
SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED 1"x 10"OR WIDER 3-8d PER SUPPORT 3 5y) Info@rlbrownarchitect.com BY THE DRAWINGS S FLOOR SHEATHING SPECIFIED HEREIN, OR REASONABLY IMPLIED AS 631-477-9752
NECESSARY TO COMPLETE THE WORK. 5TRUCURAL PANELS
22. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. I"ORLE55 ad C'EDGE/ 12"FIELD
GREATER THAN I° Ica G"EDGE/6"FIELD
DIAGONAL BOARD SHEATHING
23. FRAMING ELEMENTS: I"xG"OR I"x8" 2-8d PER SUPPORT
A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- I"x 10"OR WIDER 3-8d PER SUPPORT -- -= - - IT ISA VIOLATION OF THE LAW FORANY PERSON,
FLOOR
LARCH STRUCTURAL GRADE N0.2 OR BETTER. JOI5T UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
B ALL SHEATHING TO BE APA RATED, EXPOSURE 1.THICKNESS S INDICATED. - W THIS DRAWING IN ANY WAY,ANY AUTHORIZED
C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, / 1� j 61 ALTERATION MUST BE NOTED,SEALED,AND
3/4"MIN, THICKNESS, Ir DESCRIBED IN ACCORDANCE WITH THE LAW.
D ALL HEADERS G'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE
UPRIGHTS, 9'-O"AND OVER WITH TRIPLE UPRIGHTS, ALL HEADERS SHALL
BE A MIN. OF(2)2"x8"OR S SHOWN ON DRAWING,
E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR 10 LuO -k 'r'•
5EAM5 AS PER N,Y.5. CODE ORAS NOTED @ 8'-0"O.C. MIN,. CLIMATIC AND GEOGRAPHIC CRITERIA p p '-
N
PROVIDE 2 SPACE FOR AIR CIRCULATION IN ROOF. i
O
GROUND SNOW LOAD 20 PSF (PER FIG. R301 .2 (5) RCNY5)
F DOUBLE FRAMING AROUND ALL OPENINGS(SIGYLIGHTS, STAIRS, ETC.) __
WIND SPEED 120 MPH (PER FIG. 8301.2 (4) RCNY5)
OR AS NOTED ON DRAWINGS. ---- - - o -
SEISMIC DE51GN CATAGORY B (PER SECT. R301 .2(2) RCNYS) FLOOR
G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR � , J �
165.00 AS NOTED ON DRAWINGS. WINTER DESIGN TEMP I I°F (PER TABLE N 1101 .2) -JO19T P
H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED FLOOD ZONE ( N/A (PER FEMA MAP) ✓, z `y'�
` ' ` � qTn 634�
GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. FROST LINE DEPTH 3G" ;;;;,.;: N 30°58 I O W � ` ` � � I
<:'•
I NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE S A MINIMUM. WEATHERING PROBABILITY SEVERE (PER FIG. 8301.2(3)RCNYS) . :r
ALL 2"xG"STUDS SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE, DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS
ALL EXTERIOR NAILS SMALL BE GALVANIZED. "+ r SKUNK LANE
J PLYWOOD SHEATHING TO BE NAILED 8d NAIL5 @ 4"O,C. EXTERIOR EDGES ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301 .5 RCNY5)
AND Gd NAILS @ 12"O.C. INTERMEDIATE. 5LEEPING ROOM5 30 PSI (PER TABLE 301 .5 RCNY5) UPLIFT CONNECTIONS CLIENT/OWNER
K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNY5) SITE PLA N
L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH ATTICS WITHOUT STORAGE 10 PSI *T
GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED STAIRS 40 PSI (PER TABLE 3015 RCNY5) CON N E C T I O N 5 D E T A I L EXISTING EXCEPT AS NOTED lV GIBLIN-CHIN
EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL
PERIMETER ITS TO GIRDER CONNECTIONS,
SCALE: 1" = 20'
24. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND 2 SKUNK LANE
DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN 575
ACCORDANCE WITH TABLE 1609.1.4 BLDG. CODE O'F NEW YORK STATE.
25. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS,. CUTCHOGUE, NY 11935
2G. CONNECTIONS SMALL BE BUILT IN ACCORDANCE WITIH AN51/AF/s PA WCFM-1995.
(SEE NAILING SCHEDULE)
27, FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL
BE EPDM OR APPROVED RUBBERIZED MEMBRANE.. PROJECT TITLE
28. THE CONTRACTOR SMALL OBTAIN, SUBMIT, AND PAY
FOR ALL PERMITS, CERTIFICATIONS, LICENSES AND
INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND PORCH RENOVATION
FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE
JURISDICTION,
DRAWING TITLE
SITE PLAN
NOTES
SCALE
12 JULY, 201 G I" = 10'
DRAWING NO.
ISSI,�t�S/ FE:Vi`�lONS
INTERIOR EXISTING SPACE
TO REMAIN
EXISTING BLOCK FOUNDATION
WALLS AND FOOTINGS TO REMAIN
VERIFY SIZE OF EXISTING EXISTING DOORS TO BE REMOVED
OPENINGS PRIOR TO ORDERING AND FRAMED FOR(2)TW 2652
WINDOWS, PATCH WALL FRAMING wl
TW 2652 TW 2652 2x4 STUD FRAMING%8' SHEATHING,
2x4 STUD FRAME KNEE WALL R-1 5 INSULATION *Yz" DRYWALL ON
INTERIOR TO MATCH EXISTING
24"TALL wl WOOD CAP EXISTING GER BOARD O
NEW CEDAR SHAKE
CEDAR SHAKE 51DING FINISH SHINGLES ON FRONT WALL OUTLINE OF NEW COVERED E ST 5" HOUSE
ODS FR
ON INTERIOR SIDE✓l:CEDAR 5HININ PORCH AREA ENTRY PORCH ABOVE Ix10 SCREWS 16"O.C.
OK
CLAPBOARD ON OUT RIM BOARD * PANELS TO @
O
COVERED PORCH �,� GRACE w/ LATTICE
d
8'0" CEILING HEIGHT = O O
5/4"x 4" COMPOSITE r O
G" SQUARE PERMACAST DECKING
COLUMN w/CAP*BASE VERSATEK
N
DETAIL 13EADBOARD ABOVE G"xG" POST ON 12"
SONOTUBE w/POURED I _ _ _ (2) 2x 10 GIRDER _ }
- - -- - - - - - - - -- - - CONCRETE FOOTING ATTACHED w/
4x4 POST w/2" (2) 13/4"x7y" LVL HEADER, 20"x 20"x 1 2"d 0)P) �- GALVANIZED METAL -t- -1
TREAT FOR EXTERIOR , i CONNECTORS BY
BALUSTERS * RAIL CAP ELEMENTS t WRAP FINISH 51MP50N OR EQUAL
W/ I"VERSATEK 4" POURED CONCRETE PAD 1
i , { , UNDER STAIR STRINGERS
1, 15.1 1,/2" 1 ! t
it �, i i 01 i 1 1 G„
8'-5 1/2" 8'-3" �¢ 8`-5 112" 8'-2 114: 8'-3" 8-2 112"
POOCH PLAN FOUNDATION AND fRAM E PLAN
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED
SCALE: 114" = IV" SCALE: 114" = JV"
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
W16 ALL RIGHTS RESERVED
Robert I. Brown
Architect, P.C.
20 Bax Ave. Greenport NY
info@ribrownarchitect.com
631-477-9752
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANYWAY.ANYAUTHORCLED
ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE LAW.
EXISTING ROOF STRUCTURE
EXISTING ROOF TO REMAIN
STRUCTURE TO REMAIN cC�F(�f1/CfY
f ✓; P � � O 0
REPAIR RAPTOR TAILS AS e r e
VERSATEK BEAD BOARD ok-
NECESSARY
(2) 13/4 MY LVL HEADER 'n
CLAD w/ I"VERSATEK DROPPED HEADER A5 SHOWN
ON PLAN, WRAP FINISH ` ,���` `� 1` ,�1�
COVERED PORCH S `� ^«
i
8'O" CEILING HEIGHT 6 SQUARE PERMACAST
NEW CEDAR SHAKE
EXISTING INTERIOR, BLOCK COLUMN w/CAP*BASE NEW G" PERMAGAST i G T 2 ]52 T 2 52 SHINGLES ON FRONT WALL ail`
FOUNDATION WALLS AND DETAIL SITTING ON KNEE WALL COLUMNS ON KINEE WALLS WITHIN PORCH AREA
CEDAR SHAKE SIDING FINISH CLIENT OWNER
FOOTINGS TO REMAIN ON INTERIOR 51DE*CEDAR EXISTING
CLAPBOARD ON OUT
5/"x 4" COMPOSITE 2x4 STUD FRAME KNEE WALL GIBLIN-CHIN
4 24 TALL w/WOOD CAP NEW KNEE WALLS 4 DECK 2575 SKUNK LANE
DECKING
(2) 2x 10 P.T. GIRDER UNDER STRUCTURE AS
2x8 P.T. FLOOR JOISTS BOLTED THRU POSTS SHOWN ON PLANS
@ I G"O.C, CUTCHOGU Y 11935
4" POURED CONCRETE PAD "
UNDER STAIR STRINGERS
PROVIDE GALVANIZED EXISTING GRADE
2x 10 LEDGER BOARD TO JOIST HANGERS BY
EXISTING HOUSE FRAME SIMPSON OR G"xG" POST ON 12" L PROJECTITIU
wl(2) 5" LEDGERLOK APPROVED EQUAL �? VINYL SQUARE LATTICE
SCREWS @ 16"O.C. t,-a SONOTUBE w/POURED PANELS TO GRADE
CONCRETE FOOTING PORCH RENOVATION
20"x 20"x 12"d C")
@ MINIMUM 3'-0" BELOW
GRA
SECTION DETAIL DE ON UNDISTURBED f KO NT ELEVATION
SOIL
EXISTING EXCEPT AS NOTED EX15TINIG EXCEPT AS NOTED
SCALE: 1/4" = I'O° SCALE: I/4" = 1'O" DRAWINGTiTLE
PLANS &
ELEVATION
SCALE
12 JULY, 201 6 �^
DRAWING NO.
LAND N/F ,ti�O 3Q Qp L4' '�. NG
OF
TIMOTHY & DEBORAH
BEAUMONT LA JVb
3Q�QQ' S�V�T
S.C.T.M.# 1000-22-3-23.3
46,747.12 sq.ft. O S MEAN HIGH WATER�E {
1.07 acres 81 170 O0
30 0 VACANT - NO STRUCTURES 'V
FIRM ZONE BOUNDARIES \
ARE COINCIDENT WITH SHORELINES \
Att
t� \
o \
34p ' ' p S.C.T.M.# 1000-22-3-23.2
Qp, 44,989.46 sq.ft.
1.03 acres
VACANT - NO STRUCTURES
NB�o0 p Oma' LAND N/F
p�jY `.�.. O
DOMELUCA, LLC FIRM zoNE j'E(EL 1
5)
o Iz)
pp,
MEAN HIGH WATER LINE
DAM POND/--'
LAND N/F
OF
TOWN OF SOUTHOLD ' �-
3
O E / CD
� z
In
INTERTIDAL
TIDAL WETLAND BOUNDARY AS DELINEATEDo+41e+E MARSH AREA
BY EN—CONSULTANTS JULY 14, 2015 N6200 FLOATING /
MEAN HIGH WATER LINE 187 69, DOCK %'4 /
6
ON
20 s o
/ S
7 2 6,93 s
1 80 acres
-'--4 CHAINLINK _
x 2'7 J
asdr°SaD- L. . 2s
24
WOOD DECK x 22
�. RAISED J' SHE
\ PATIe. w
� P
TEST
0 - gPok I 1_ 1 STY FRM. CONC. WELL
I I' DWELLING:
ETOL GE I II:..FFL::63.5-. OWELL:...
' I co 9.9
/ i I RO VER 20
j I C0 C. P
j OVER BRICKS
ENT.Cq
---_"'�—
jl
Z r - • 4 ".
t ,
, f '
ry i E 121.4 4 p 30f 0
i BRICK D I 6. . ' t2
CO 30 ~
O Cz LAND N/F
1O �' $'E
10
� � OF
—/ OC'J ti -_ -12.2 `\ v DOMELUCA, LLC
� CONC. �� P 8 [rj ACTIVE
52.5FRM. i _ WELL
BARF 8.N:
.16.1 .m. 36.4' G� RgSS
6 .
PARTfALLY COL D ^y5 �� p LfVIdD N F
M. SHED. �� rp �= OF
TREASURE ISLAND COVE, LLC;
S.C.T. 1000-23-1-2.7 m�
U.P.
140,955.49 sq.ft. �
Vo``
- cS'
3.24 acres o� py\ 6,Go WELL
0.
LAND N/F
4
\. \'.._..�..�
FIRM ZONE X OF
TIDAL WETLAND BOUNDARY AS DELINEATE ''�� Sj\ ,j WELL
BY EN-CONSULTANTS JULY 14, 2015 FlRM CHARLES CAMPBELL
INTERTIDAL ` _ - ,. ZONE o
MARSH AREA - ' _ - a .4 7
MON.
58517 36„W `' \ \404 ?Q'� \
198.7 U.P. J' \
MEAN HIGH WATER LINE\ -ST F`X37 SO' \
INTERTIDAL F�qy MON.
MARSH AREA
110
U.P.
DAM POND
83 33, fr
LAND N/F
0
TOWN OF SOUTHOLD C") 00650
-.._. ...... _.._.._
U.
T
5 AFRO
' - - ' u.P. 63o4'58"Y' go NA)
S 50.00'
303�1 _.._.._.._.._ - ' ' CID-, SAI (s.R 25)
DIRTRAMBOAT /6�2 3
INTERTIDAL
MARSH AREA g�2SC�S'
282'45
U29' IT
41 �, ,
MEAN HIGH WATER LINE jQ`J8 _ _
CORRECTED TAX MAP NUMBER 06-20-15
ELEVATION DATUM: NAVD 1988 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
�� LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS
FIRM PANEL 0064H AND OR DATA OBTAINED FROM OTHERS.
UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
1 �..� ' ®� MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION
INTERTIDAL
f02ff MARSH AREA i'� / LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
/ N68'51 E 25� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
(( ��\V�S ` NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADD17IONAL STRUC77JRES OR AND OTHER IMPROVEMENTS. EASEMENTS
103.1 1 AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
\ �- /,, Et�� GRAPHIC SCALE SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DOMELUCA 11, LLC;
J +4OF QPJEM MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY,
- - _ - _ _ °�J� �Q�E a 60 0 30 60 120 240 FILED:
III oil 11 '1 m PON
LAND N/F -1 � SITUATED AT: EAST MARION
OF 6':i� TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
BROWN, HULSE, KALIN & QUINTANA ' Professional Land Surveying and Design
IN FEET SUFFOLK COUNTY, NEW YORK Y g
1 inch = 60 ft. , j��� j P.O. Box 31) 8-1588Aquebgue, New York 11931
Yom'"` _ /_ PHONE (831)298-1588 FAX (831) 298-1588
'
[FILE y 15-61 SCALE: 1"=60' DATE:MAY 7, 2015 N.Y.S. LISC. NO. 050882 a 9 s
mainteinin the records of Robert J. Hennessy & Kenneth M. Bo chssk
INTERTIDAL
/� o
S.C.T.M.� DIST: 1000 SEC:. 2 3 B L K: 1 LOT: 2. 10 TIDAL WETLAND BOUNDARY AS DELINEATED MARSH AREA
���i'
BY EN-CONSULTANTS JULY 14, 2015 N62o00'41 FLOATING i / ' ZONE AE (EL 8)
MEAN HIGH WATER LINE 1$7.69' DOCK 4 �..
-��• Fes+ FIRM ZONE BOUNDARY LINE
/ FIRM ZONE AE EL 8 _ 8
1072 ZONE X
Q - 14—
�� I OF BLUFF 7876 TOP OF BLUFF LOCATED PARCEL LOCATED OUTSIDE OF COASTAL EROSION HAZARD AREA
/ T MARCH 16, 2016 AS SHOWN ON MAP PANEL #28
0 20
PROPOSED AREA OF DISTURBANCE
14 WITH IN THE PROJECT LIMITING
o SILT FENCE: 33,800 S.F. t
1s
PROJECT
SILT FENCE
U1 / /��
rJ ; TOTAL WETLANDS AREA: 37,300 S.F.f TOWN OF SOUTHOLD
EXISTING
4 POOL & DECK EXISTING CESSPOOL J
rh O Q (TO BE DEMOLISHED) o To BE A ANDONED Q EXlsrirde DRAINAGE CALCULATIONS: LOT COVERAGE
AND BA K FILLED - m sn' FRM NYS DEC LOT COVERAGE
WITH CL ANfCQA4 L- AvO. AREA LANDWARD OF CREST OF BLUFF
_ PROPOS DWELLING AREA SEAWARD OF CREST OF BLUFF
_ O FFL 2 4 A) PROP. DWELLING, COVERED DECK & OR BELOW CONTOUR ELEV. 10 : 152,767 S.F.t & TIDAL WETLANDS BOUNDARY. 110,975 S.Ft
rJ j FIRM ZONE X 1 O � 4' POOL �
FENCE 26 JEAN PROUVE PAVILION = 1,935 S.F.
(TO BE DEMOLISHED) PROP. DWELLING, COVERED DECK
24 1,935 x 0.166=321.21 < 322cf REQUIRED CONC. & GRAVEL DRIVEWAY 6400 S.F. 4.197 JEAN PROUVE & SURROUND 2130 S.F. 1.74%
/ 1984 S.F. 1.30% CELLAR ENT. 64 S.F. 0.06%
FIRM ZONE AE EL 8 `\ �\_— 4.0' O 8 DIA x 8 DEEP DRYWELL= 338cf PROVIDED
\
1
STONE � FRM. PORTION OF COLLAPSING SHED 74 S.F. 0.05% REAR DECK 923 S.F. 1.64%
` \ o PROPOS SWIMMING POOL' COPING 30. SHED
B) PROPOSED DRIVEWAY=1,025 SQ.FT. TOTAL 8458 S.F. 5.5% PROP. POOL & COPING 1680 S.F. 1.51%
26.2' 9.3 1,025 x 0.166=170.15 < 171cf
` ` T x (1) 8'DIA x 4' DEEP DRYWELL= 177cf PROVIDED
�•� TEST STEPS TO BASKETBALL COURT 227 S.F. 0.20%
PROPOSED 7 STY. �,;;PROP@5ED"- PROPOSED 1 STY. BARN 1782 S.F.
,,,1 �1{ PAVILION ON DECK WELL 1.60%
Ot9 \'•\ V'' P,Cir �DWEL!,11��M STEPS %% �CK.,I'„N ATTACHED TO HOUSE O BRICK SHED 108 S.F. 0.09%
111 6
DAM
�T O FFL(22J0 " " "' EL 21.0
11 ®1 d 'C� $"( •\ `_ 1� SE L_JE0(21•0) •::36.0"%%%%%% 2aA ( ) EXISITNG L.P. FRAME SHED 123 S.F. 0.11%
EX STING WELL 2O0'�"
-ROOF OVER `JEAN=; - L.P. FRAME SHED(COLLAPSING) 147 S.F. 0.13%
'i (TO BE ABAND4NE ) ..,.: /DECK / PROUVE:.
I L JDY✓ELLi1�G N EL(21.0) T.S. TOTAL 7184 S.F. 6.5%
BASEMEN 25j.0
LAND N/F / i 100.1' EL
/ I ELIAR ENT. �� ��� � PROPOSED
3-4 BEDROOM
S.T. L.P. SANITARY
OF 1 PROPOSED o J�' 1,000 GAL S.T. BASKETBALL COURT 2968 S.F. N/A
I DRY WELL 18 (1)8'x12' L.P. DRIVEWAY STONE & CONC. 8420 S.F. NIA
TOWN OF SOUTHOLD �--/ �� /—� ti P�1 I 8'DIAx8'DEEP o� O
dr
Cf i 0� I
/ 0 / 100' UFF I �` U PORTION RI EXISTING
^'1 j ' l`� `�•' -CONC. DRIVEWAY
1-4 S ACK /I ' ' St .
•, +'\ UU' TO BE REMOVED
I PROJECTI LIMITING BASKETBALL ,1�4 I=
I SILT FQNCE W I O
I BRICK SHED I , I
LAND N/F
CIDI '12•• PROPOSED OF
m • ROPOSED GRAVEL PARKING
� `-- DRDIAx5LDE...
I AREA 1� DOMELUCA, LLC
cQ, p�' i. 1 = DWELLING
�� ti 80 PROPOSED 12'2FRM. ��\ I W/WELL WATER
HED
\\ WELL :..
�P. $ ' AcrlvE
\ 52.5`FRM. : WELL
c.
\ BARNOV7i'/CRgs _
GF 8.6-" 16.1 t�
�� \\\ 16.1 o .: :36.4'.:... S tP'
° W 16.1' OR/ \
DRY BLDG
o
cP \ No WATER LAND N F
NO SANITARY 6 /
\, PARTIALLY COLLAPSED •�
J •\\�
14.D FRM. SHED. `\ �+ J OF
\ o \' � TREASURE ISLAND COVE, LLC;
U.P. \
WELL(INACTIVE)
�/ �/ OS \ •�-q SFS '\ °�
LAND N/F
�•.—..�.. ,\::,\:\ of
` TIDAL WETLAND BOUNDARY AS DELINEATE FIRM ZONE X WELL
BY EN-CONSULTANTS JULY 14, 2015 ` +ST ��O Q CHARLES CAMPBELL
FIRM _ DARY LINE\
I
/
INTERTIDAL �\\ _ ......
MARSH AREA `,.� - ' ' - 4- \ Raz 7
MON. '�''� ( Cj
S8501 73
850173 \ `
U.P.
198'70,
\
I `
MEAN HIGH WATER LINE��/�,,, \ •. sro�e D�, `58 U.P. \ � �` . �\
INTERTIDAL REWg1 MON. \ \
MARSH AREA
40,
POND Na o U.P. ���\ °9� \
8333, `
LAND N/F
/ ELEV. 19.5
OF
4 \ \ �- BROWN
/ TOWN OF SOUTHOLD O O 145.52 \ -'"> OL SANDY LOAM
N � 9006,SO �' 2g98 00 0.9'
_ _ _.._.._.._.._.._._.._.._.._.._..�
O N5 - _ 6 APRO T R L�36.p5 SM LOBROWN
AMY SAND
_.._.._.._.._.._.._.._.._..- -.. U.P. S63o44,Og,,W �®
50.9 A�� BROWN
-
- (S.F
2 Sc
_.._.._.._.._.._.._.._ gyp, LAYEY SAND 2.2'
DIRT BOAT 652 3
L�
/ � / � � � � � � / � � ' •-,.., •✓Y�,!', RAMP.
'
MARSHAREA2 � ' / � .899'00 SP MEDIUM
g,2 COARSE
SAND
M�N1 NO WATER
4�0�5 � - EOOE OF P PSE
SEPT 4,
K WOYCHUK 1 S
2
TYPICAL SILT REVISED 03-28-16
7„E SCREEN SECTION REVISED 03-24-16
REVISED 03-17-16
5a�29'4 GEOTEXTILE FABRIC REVISED 02-03-16
MEAN HIGH WATER LINE N , _ - ' ,-��' SUPPORT POSTS ELEVATION DATUM: NAVD 1988 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
4�� WOOD OR METAL FIRM PANEL 0064H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
FLOW DIRECTION - AREA: 219,212.42 SQ.FT. or 5.03 ACRES AND OR DATA OBTAINED FROM OTHERS.
EXCAVATED AND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
BACKFILLED TRENCH ONLY TO NO T THE PERSON FOR WHOM THE SURVEY ISNG THE LAND SUR VEYOR'S SPREPARED AND ON HIS BEHALF ED SEAL SHALL NO T BE ETOT HE I TO LE COMPANY, GOVERNMENTAL AGENCY AE A VALID TRUE COP Y. GUARAN TEES DN/D LENNDINCA TED EG INSTITUTIONREON SHALL
_/ Dr 6 LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
EXISTING GROUND THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
INTERTIDAL ' / ® _ — _ _ _ _ _ — _ _ _ _ _ — NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
N68�51'02”E MARSH AREA
I- I=III-�I I-III=)I I=III-
R 25 1 -I I =I I -I I-I I-I I=I =I I I I=I I -I I I=I I I-I I I=)I I=III- SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DOMELUCA II, LLC;
I=� I=I I=III=III=I I=I I=. i 11 F4 I I= I I-I I I=I I I=I I r III=III=
103.1 A (S. .III—III—III=1 I I=1 I I—III-III- =1 1 I I=11 —111-1 I=1 i 1=ITI=ITI= MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY;
N \ -"I a,
\` —_ -' 'i� PJ�M� •` 2' MINIMUM
FILED:
SITUATED AT, EAST MARION
TOWN� OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
LAND N/F •-� �y.� SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
OF �:'� P.O. Box 153 Aquebogue, New York 11931
BROWN, HULSE, KALIN & FILE # 15-61 SCALE: 1"=50'QUINTANA: DATE: MAY 7, 2015 PHONE (631)298-1588 FAX (631) 298-1588
N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk