HomeMy WebLinkAbout38559-Z SO F04 Town of Southold 5/24/2019
P.O.Box 1179
a
53095 Main Rd
o0�� � Southold,New York 11971
ymol
CERTIFICATE OF OCCUPANCY
No: 40419 Date: 5/24/2019
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 1135 Calves Neck Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 63.-7-33
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/26/2013 pursuant to which Building Permit No. 38559 dated 12/10/2013
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:
one family dwelling with unfinished basement with half bath, screened porch, covered porches, attached two car garage
and outdoor shower stall as applied for.
The certificate is issued to Mauri,Thomas&Mauri,Mae
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0068 9/28/2015
ELECTRICAL CERTIFICATE NO. 38559 10/14/2015
PLUMBERS CERTIFICATION DATED 7/24/2015 ike Jacpi
V 0 tho d Signature
�S�fFOi,g�, TOWN OF SOUTHOLD
moo ooy� BUILDING DEPARTMENT
IEEE, a TOWN CLERK'S OFFICE
o . 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#: 38559 Date: 12/10/2013
Permission is hereby granted to:
Mauri, Thomas & Mauri, Mae
4 Alden PI
Port Washington, NY 11050
To: Construction of a new single family dwelling as applied for per DEC, Trustees, and
SCHD approvals.
At premises located at:
1135 Calves Neck Rd, Southold
SCTM # 473889
Sec/Block/Lot# 63.-7-33
Pursuant to application dated 11/26/2013 and approved by the Building Inspector.
To expire on 6/11/2015.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,200.00
CO -NEW DWELLING $50.00
Total: $3,250.00
1
Building Inspector
o�sufFo���oTOWN OF SOUTHOLD
BUILDING DEPARTMENT
c a TOWN CLERK'S OFFICE
o . 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#: 37878 Date: 3/21/2013
Permission is hereby granted to:
Mauri, Thomas & Mauri, Mae
4 Alden PI
Port Washington, NY 11050
To: Demolish an existing single family dwelling and construct a new single family dwelling
as applied for per SCHD and Southold Town Trustee approval.
I�
C)
At premises located at: lJ�,
1135 Calves Neck Rd, Southold
SCTM #473889
Sec/Block/Lot# 63.-7-33
Pursuant to application dated 3/11/2013 and approved by the Building Inspector.
To expire on 9/20/2014.
Fees:
DEMOLITION $556.00
DEMOLITION $100.00
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,269.60
CO -NEW DWELLING $50.00
tal: $3,975.60
ildin r
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 farm).
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 2110 of I% 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. Certificaie 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" -3
New Construction: Old or Pre-existing Building: (check one)
Location of Property: II.3 5 L V sO G 7-
House No. Street Hamlet
Owner or Owners of Property: -- _M jg� T TA 6 M F}-S lY` 1q-U f2 f
Suffolk County Tax Map Nco� 1000, Section Block � Lot 3 �3
Subdivision I Filed Map. Lot:
Permit No. Date of Permit. Z1- Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Csi)
Fee Submitted:
Applicant Signature
®F SOUK®lo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 o roger.richert(t�town-Southold.ny.us
Southold,NY 11971-0959
®1�OUNTY,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Maurl
Address: 1135 Calves Neck Road City: Southold St: New York Zip: 11971
Building Permit#: 38559 Section: 63 Block. 7 Lot: 33
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578--E
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition Survey Attic X Garage X
INVENTORY
Service 1 ph 300 Heat GAS Duplec Recpt 86 Ceiling Fixtures 27 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 17 Smoke Detectors
Main Panel 2-150 A/C Condenser 3 Single Recpt Recessed Fixtures 93 CO Detectors 3
Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture 5 Pumps
Transformer Appliances DW Dryer Recpt 2-20 Emergency Fixtures Time Clocks
2-150 13
Disconnect Switches 7 Twist Lock Exit Fixtures TVSS
Other Equipment: 4- Paddle Fans, 3- Exhaust Fans, 2- Ovens- 50A, Stand By Generator with
Auto Transfer Switch,6-ARC Fault Circuit Breakers
Notes:
Inspector Signature: Date: October 14, 2015
Electrical 81 Compliance Form.xls
SO!/lyol®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179 CA
Southold,NY 11971-0959
BUILDING DEPARTMENT L 1
; II
TOWN OF SOUTHOLD
J11 JUL 24 2015 iLJ,
CERTIFICATION
Date: 7
Building Permit No � C7 1
Owner: -fad + / <A C— I-1A U R f
(Please print)
f ` 4
Plumber: f ]�� �cob 'l '
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
e
hers Signature)
Sworn tefore me this
U
day of A20
_ OJI
Notary Public, County
LYNDA M.RUDDER
Notary Public,State of New YoA
No.01 RU6020932 /i
Qualified in Suffolk County 14
Commission Expires March 8.20L
cJ OE SO�lyo
coulm
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
WSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
A4-1
DATE INSPECTO R- ,.,4
OF S0(/r�o
0
TOWN OF SOUTHOLD,BUILDING DEPT.
765-1802
NSPECTION ,
[ ] UNDATION IST [ ] ROUGH' PLUMBING
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA
[ ] CODE VIOLATIO [ ] CAULKIN
REMARKS:
.� A)/
V
e
DATE INSPECTOR
1 �-
��� ��OF SOUryo
coUNTV,
TOWN OF SOUTHOLD BUILDING DEPT.,
765-1802
INSPECTION -
[ ] FOUNDATION IST [ ] ROUGH'PLUMBING
[ ] F DATION [ ] INSULATION
[ FRAMIN RAPPING [ ] FINAL
[• ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: O�&
ol
DATE �� INSPECTOR
cou
TOWN OF 'SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION IST ROUGH PLUMBING
IF
,�PdFNDA 2 INSULATION
Vf FRAMIN / STRAPPING FINAL
FIREPLL.A EY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
I
REMARKS:
DATE
— INSPECTOR
i
Of SO(/T�ol
eOUM`I,�c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ROUGH PLUMBING
[ ] F DATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLAT ON [ ] CAULKING
REMARKS: 0 - ®tea
DATE
2=3-
07/0 e
INSPECTOR a
OF SO(/T�O� _ .
co
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECT ON
[ ] FOUNDATION IST [ ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: Agm�
c
DATE b ��� INSPECTOR =
a0F So
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTWN
[ ] FOUNDATION IST , [ ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ j ELECTRICAL (FINAL)
[ ] CODE VIOLATI N [_ ] CAULKING
REMARKS:
DATE INSPECTOR ��
qf so
cou
(17
TOWWOF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION I ST ROUGH PLUMBING
] FOUNDATION 2ND INSULATION
FRAMING]STRAPPING FINAL
FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
*<LELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ I CODE VIOLATION CAULKING
REMARKS:
P
<7
DATE Z —INSPECTO
i
TOWN OF-SOUTHOLD BUILDING- DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] A4GH PLUMBING
[ ] FOUND TION 2ND [ INSULATION
[
IF ING / STRAPPING [ ] FINAL
[ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL)
[ ] CODE VIOLATION [� CAULKING
REMARKS:
6 �
DATE, r
INSPECTOR
TOWN OFSOUTHOLD BUILDING DEPT.
765.1802
INSPECTI N' '
[ ] FOUNDATION 1 ST [ ] RO GH PLUMBING
[ ] FOUNDATION 2ND [ ] SULATION
[ ]
FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIO ION [ ] CAULKING
C
REMARKS:
4
DATE INSPECTOR
���� SOF SOUT,y
cOUNT`I,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
. INSPECTION
[ ] FOUNDATION 1 ST , [ ] ROU PLUMBING
[ ] FOUNDATION 2ND [ ] 1 UL' N
[ ]
FRAMING / STRAPPING [ FINA A
[ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
I co
42-6-00K /U a--
DATE / INSPECTOR
i --
�o��oP so�ryolo
Yn
TOWN .OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION '1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ `] CAULKING
REMARKS:
DATE INSPECTOR
ANGEL B. CHORNO `
ARCHITECT
51020 MAIN ROAD SOUTHOLD NY. 11971
(631) 765- 6530 FAX (631) 765- 4643
March 26', 2015 D E C E 0
MAR 2 6 2015
Building Department Bl Ds DEPT
Town of Southold- NY FOWN or SOUTHOLD
By this letter , I affirm that the as built structure of the screen porch
complies with all the engineering requirements and codes.
Angel B. Chorno , AIA
Ix
CA
.1915 '-IQ
F NE
Mae C. Mauri r' J
G �`�
1135 Calves Neck Road t3p 1L 39 6-Sq- UN66 �i
Southold, NY 11971 b�Dc D
EPT
FOb'N OF SOUTHOLD
June 26, 2015
Re: Ground cover
To Building Department of Southold:
This affidavit is to inform you of our intentions to use ground cover at the
above address asap but no later than August 1. By that time all construction and
landscaping should be completed.
f
If you should have any questions please contact me at 516-459-2474.
Respectfully submitted,
14%4
Mae C. Mauri
2-,
� o,,,� inc. L�!
Sy
A.PERKINS
Notary Public,State of New ark
No.01 PE6130636
QualifiedinExpires
Cou�
Commission Ju 18.
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STATE ENERGY CODE
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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 �0 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
D E C E N.Y.S.D.E.C.
Trustees
Examined 20--
�/� ntact:
Approved ,20b WAR 1 1 2®13 Mail to:
Disapproved a/c
BLDG DEPT. Phone:
' F SOU
Expiration ,20
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 120/,-.5
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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.
(Signature of applicant or ame,if a co oration)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises /ZD-,o'YI a_S `( 14ac U/-1
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land onw h2nrtd� 5
roposed work will be done-
lns lje-ck, /c
House Number Street Hamlet
County Tax Map No. 1000 Section Block 7 Lot
3,5
Subdivision Filed Map No Lot
(Name)
2. State existing use and occupancy of premises and intended use and oc panty of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy 22(zu
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Ocyq goo Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units ;•; Nugibe,)%bf dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. f
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front---!5-120—Rear yyfDepth
Height Number of Stories ®2.,
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated 9- Y62
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X
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 4214,,/ Z& C&7,?,Ci Address Phone No
Name of Contractor —r Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* 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.
STATE OF NEW YORK)
SS:
COUNTY OF c�
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
( ontra�At, rporate 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 t0efore me this
day of M14-l2ctf 20 /3
Notary Public Signature of Applicant
MARGARET C. RUTKOWSKI
Notary Public, State of New York
No. 4982528
Qualified in Suffolk County
Commission Expires June 3,_ /S
b "'eH,a'-fi %. i�-i'Yi•. -� '- ei vj'`' ,v � r"" a e, '�" s.
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''� i�a��� /r'•, � •v`0 //v� •°�11i /�oG:�.. '� �11 PV••r/l'pr``-•- y:G�O /%r���- �..�Vlf°f°°Ir yry..
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• R. 1X11•
= ,f•1 = "'' BOARD OF SO UTHOLD�TO,?6,,N,!RUSTIE5
'�•4' - � vas
:as/ll PERMIT;NO-. 7:8,40., , e,-
-.• DATE: OCTOBER 17,2012
�- ISSUED.-TO: 1 T
� HOIVIAS &MAE:MAURI
i' f � ,,,•�_ .- .; ., -o--``' .::: :;'t�i£'.� ,':!iS ': =,%',i ..,.+ ,.,i�.��xa,':tit.„ `,;, ,in.'di:? '± ` �' Frr�,,M
PROPERTY ADDRESS: -1135,CALVES NECK ROAD;;S0UTHOLD
SCTM# 63-7-33 '
AUTHORIZATION
Pursuant to outh
the provisions of Chapter 275 of the Town Code of the Town of and-in <.
2 z't°•°d accordance with the Resolution of the Board of Trustees'adopted at'the meetink'hel`d on&a& 19'2012
,and
I in consideration of application fee in the sum of$250.00 paidby' Thomas'&'Mae Mar�(Ygiuri abject•to the }
s111Pa� Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits
the following:
Wetland Permit to demolish'the eXistitig-single=family dwelling;--eonstruct new
dwelling with,new sanitary system in front yard; installin-ground swimmingpool and
>... 111:°
patio; and install drywells as`"required, and as'depicted u,the survey prepared'by '.
Nathan Taft Corwin III, last dated August 20, 2012, and stamped'approved o1i'Oetober
N ;
1 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ='
and these presents.to be subscribed by a majority of the said Board as of this date.,
Bob ,Ghosio, Jr. — N
John Bredem er — Absent
'+ 5
fj57,;.,,r�t�iX�ilf'aha`.`��',�E?.�iiiSf�i.�'I,,Sa�ii.A�3.,�i,5;�52�fki�ta,�n:St,a°7;�iRnh7�C,it�iYr.,tia"v.�E/P,G33.�i�.GaSiaK34'ii:3uaa'&m'�kr".,a�Gu,Y.�ifi�i;tt;.�'kf�2i.,�Fias�°Ti,`;a�fir.�'.CCf�uS`rkYn'luau,�,;,raia�',P�r�,G, :,�;ri° .,��Z�Ri'Crh5e�.7,ti.3�7n7r�Cn 'o C�7 •,�°`"'
•''�ii�d Ile�pL••- '�!i�lll 011 e��"`• I^:ii/lI 11�ar _ .r�/( 1...` - �'! e e. -< "` ;�®�:�
.:_::.. _ •r::r::;•�_ _ `r •�A,s°1°�•• •^'���r�.:�°1iv�-� - ��'iRl°.1.._°I1I0Ie:!',"- ':ii��ll 11,1:4'. _ - '�;i�/// 1111`x`'`!`•1
John M.Bredemeyer III,President \\0f SO(/ly� Town Hall Annex
Michael J.Domino,Vice-President �� l0 54375 Main Road
P.O.Box 1179
James F.King,Trustee Southold,New York 11971-0959
Dave Bergen,Trustee G
Telephone(631)765-1892
Charles J.Sanders,TrusteeO��•CDUII Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 1184C Date:November 6, 2015
THIS CERTIFIES that the demolition of the existing single-family dwelling; and the
construction of new dwelling with new sanitary system in front yard;
At 1135 Calves Neck Road, Southold
Suffolk County Tax Map#1000-63-7-33
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated June 21,2012 pursuant to which Trustees Wetland Permit#7840
Dated October 17,2012,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is for the demolition of the existing single-family
dwelling; and the construction of new dwelling with new sanitary system in front yard
The certificate is issued to THOMAS &MAB MAURI owners of the
aforesaid property.
Authorized Signature
f
i
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i
i
�,eAJRJ-LV1Z Y'7.'yr r.n r atcVritYsn>P+s P",ILvINOMAcvA i LUrl
' ,36«OA058
PERMIT
Under the Environmental Conservation Law CL
Permittee and Facility Information
Permit Issued To: Facility:
ESTATE OF MARGARET RJERKNES ESTATE OF BJERKNES PROPERTY
C/O PETE HARRIS EXECUTOR 1135 CALVES NECK RDJSCTM#100063-7-33
9200 LEESVILLE RD SOUTHOLD,NY 11971
RALEIGH NC 27613
(919) 539-3828 f� [ Q
Facility Application Contact: i �J
MCCARTHY MANAGEMENT INC MAR 2 0 2013
46520 CO RTE 48
SOUTHOLD,NY 11971 BLDG DEPT
(631) 765-5815TOWN OF SOUTHOLD
' I
Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold
Facility Principal Reference Point: NYTM-E: 716.662 NYTM-N: 4548.775
Latitude: 41°03'41.0" Longitude: 72°25'17.5"
Project Location; 1135 Calves Neck Road - Watercourse-Town Creek
Authorized Activity; Construct 4' x 85'open grate catwalk, seasonal 3'x 16'ramp and 6' x 20' float.
All work must be in conformance with the attached plans stamped NYSDEC approved. The property
landward of the 16' elevation contour shown on the survey prepared-by Nathan T. Corwin dated 11/1/10
is beyond Article 25'(Tidal Wetland)jurisdiction.
Permit Authorizations
Tidal Wetlands-Under Article 25
Permit ID 1-4738-04058/00001
New Permit Effective Date. 11/4/2011 Expiration Date: 11/3/2016
NYSDEC Approval
By acceptance of this permit,the permittee agrees that the permit is contingent upon strict
compliance with the ECLI all applicable regulations, and all conditions included as part of this
permit.
Permit Administrator:LAURA J SCOVAZZO,Deputy Regional Permit Administrator
Address: NYSDEC REGION 1 HEADQUARTERS
SUNY @ STONY BROON50' IRCLE RD
STONY OOK,NY 11790 09
Authorized Signature: Date ` ! / /�
Page 1 of 6
- ? tF SO�Tyol ;
Town Hall Annex Telephone(631)765-1802
54375 Main Road y O (631}7tu 9Rol i
P.O.Box 1179 G Q roger.rlchertta'o`wn.sou olla.nY.Us 3
Southold,NY 11971.4959 O
coum�
i
• I.
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. Date: 1 /' 20
Company Name: �' S a445G 61d c_
is
Name: e �o lJ P/Z 21.
License No.: '?�
Address: P ,ax o�( o L)7d,®b6> ll 7 r
Phone No.: 5-1 fo 1kq91
JOSSITE (NFORMATION: (*Indicates required information)
*Name: (� f
*Address: >/ 61" (ZA C_ U---L AAEcl<
*Cross Street: ,Qq— a g-
*Phone No.: a 3/ ' — __-Y '
�. ,p!
Permit No.:
Tax-Map District: - 1000 Section: Block: Lot: ,
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) �� �Z�S/ o
(Please Circle All That Apply)
Is job ready for inspection: - QLE / NO Rough I Final
*Do-you need a Temp Certificate: ES NO
Temp Information(if needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other
*New Service: Re-connect Underground Number of Meters/ Change of Service Overhead
• i
Additional Information: PAYMENT DUE WITH APPLICATION nn
E C 0 V
=BLDG
4
82-Request for inspection Form W�o
.
� f
�� DEPT.
j�U TOWN OF SOUTHOLD
ae-
SWPPP
Town of Southold - Chapter 236 - Stormwater Management
- Storm Water Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER.(if Different than Applicant)
Bruce Anderson-Suffolk Environmental Consulting,Inc Thomas Maud
Address:P.O.Box 2003,Bridgehampton,NY 11932 Addrass`4 Alden Lane,
Telephone#:631-537-5160 1
Fax#.631-537-5291 Telephone#: Fax#
I
E-Mail: bruce@suffolkenvlronmental.com E-Mai(:
Property address: 1135 Calves Neck Road, Southold, NY Brief Description of Construction Activity,Proposed Structural BMPs,Soil
s.C.7.M.#: 1000 63 07 33 Stabalization BMPs,Project Scope and/or Sequence of Construction Activity l
(Provide Additional Pages as Needed)
Dlstrlel Ctmn alook tnt
Name of ContractorandlorContactPersonResponsibleforImplementationofSWPPP: Applicant proposes to demolish the existing
Same as Owner single family dwellin_q and_its_related _ __
Address: appurtenances. After demolition the applicant
Telephone#. Fax#: ��----�---.._-.,--_--_....._.._..••..__.._---------C!____
proposes to construct a-new single family__ _
E-Haft: dwelling with-attached at-grade patio, _r_o_o_f_e_d__
Name of persons Responsible for Installation&Maintenance of Erosion Control Practice: porch area, and in-ground pool. new total lot
Same as Owner coverage will be 4,894 square feet_ -_~�- -__-_
Address:
Telephone#: Fax#: Appropriate drywells wilfbe fnsfgfl6Tfo provide
for fhe_65 pture-of a T rafrifalr-Finally;during
E-Mall:
the d-6 d5Wr ar d con`strucfUri aTfhe 906jecf
Total Area of All 29 810 Tota(Area of Land Clearing s o0o pFope-rty;a 9t5Uid—Yine of 9ilfafion fiencIFi4"
Prolect Parcels: endlor Ground Disturbance ' '
(SF./Ades) (Sr-IA—) ba�Wd 15-y1T;9y-bates w1n15flcteer thy----__-___
Project Duration: start End neighb S Ing-pTopa ttes- TIQG'11"85"tfle blUfffiTid j
(Anticipated) 4 Months Data: 4/13 Date: 8/13
(wmeercrcaW&Toays, adjacenttdal-wetlands-------------------------
Will
--.---.-------_-__.-_---__Will this Project Disturbe five(5)or More Acres at ® = ---_N________-�� --„_ __.�____..__-.__.______
Any One Time During the Proposed Development? Yes No --------------------.--_---.--.---------.._---__ I
If YES:Please Answer the Followingl -----•--..--.---.a---.--.------------------------------ i'i
a. Does the Applicant have a Qualified Inspector On ® [a i
Staff To Conduct the Required Inspections? Yes No
b. Does the SWPPP Indicate How Frequently the Site ® ® List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands:
Inspections will Occur and for What Period of Time? Yes No G-eat,Rec0.nlc-Bay
c. Does the SWPPP Adequately Identify All Temporary ® ® ________________________.__
and/or Permanent Sol[Stabalization Measures? Yes No
d. Does the SWPPP Adequately Identify a Complete [E=n ® - --` - - _'_- _____-•_-`--`---------
Project Phasing Plan? Yes No Status of Imparted Waterbody:(eq.TMD(.,303(d)Listed,Impaired–)
e. Does the SWPPP Indicate Additional Site Specific IE:11 1=0
Practices that Will be Utilized to Protect Water Quality? Yes No
f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Walerbody:(eq.Lake,Creek,Bay,Pond,sound,Freshwaterwettand.)
Of intent and SWPPP Acceptance Form for Review
by the Town of Southold? Yes No Ba
STATF.OFNF.WYORK, Suffolk
COUNTY OF...........................................SS
That I,.......Bruce Anderson being dtily sworn,deposes and says that he/she is the applicant for Permit,
.........................................................
(Name of Individual signing Document)
And that he/she is the ............................. Agent. ......... .....
.. ...... .... .......................
.. .. .. ...
.. ..............................................................
(Owner,Contractor,Agent,Corporate Officer,eta)
Owner and/or representative of the 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 herewith.
Sworn to before me this;
........ ............... Py
13 � 20E
... -------- ,
Notary Public: .......... .........................
Matthew D. Iv S (Signature of Applicant)
SWPPP Assessment FORM: 03-12
No. O iIV6053859
Qualified in Suffolk County
Commission Expires January 22, 20/y
a
T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only:
S.C.T.M.#: Property Address:
Storm Water Pollution Prevention Plan Review Checklist Checklist # 1 0,° ° -Tec-lion
Lot
REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: ;YES i NO ;N.A. xplanation for NO or N.A.
Plan Sheet
(Does the SWPPP Adequately Provide for and/or Indicate the Following;) , Location(pg.#)
1. Drainage Calculations&Stormwater SMPs Designed to contain a Two Inch Rainfall On-Site.
2• Construction Phasing Plan Indicating Sequence of Proposed Construction Activities. --
3._General Location Map.. IM,®r ,
4. Draiange Site Plan Drawn to Scale at Sixty(&D')feet to the Inch or larger Indicating the Following:
,_-___a__Location and Desrxiption of Property Boundaries _ _ _ r ,, y - - ---••--••-•------•--___.______-____. ....__
_ b_ _Site Acres e,_ -_ - :=0 :
c. All Existing,Natural and/or Man Made Features on and within 50'of the Properly Boundary; ^
d. Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table: _! ✓ i , 1
e. Contours Indicating Property Elevations(Min.2';
f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; - - ----•-
Location of Wooded Areas�Isolated•Trees with a Minimum�Imension of i8"Diameter; +®+®ILIJII ••---•----__ _.___._. .......,-....._ ___ ___ ___ _ _ _____ _
g• �
---),:Soil�onstjrvation Df:3trict Soif Surve:--`'----.__._.....______-__-----._.. ..___.___._� , , , •- __---•_--__.............--___,_._......_._ . . . __._ _.._ _ •_ ____•--- -....._...
5. Background Information about the Scope of the Project,Location&Description of the Site,
Proposed Changes to the Site and AIIt on-Existing Developmenthe site_Including the Following.
_? _�I ImpC9Yerrlents ingluding T4tal,Area of lapd_DJstur4ance 8�TQtal$iteArQa;•-•-, _____•_;�; ;® -__--___-_-
b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume # '
&_Nature of Materials Involved•
-.. . _�___-__.__- _. . -____ •-_----__-____,_......._..__-----,tis®:®`"--._._-_. __-_._.__----•-----____ ...._------------ -- - -----•_• .___.
c_ All Areas R1 y.rfng Clearing and/orGrubbings,_
_______.____________. .__._ __J c =_•_. . _._......._._
d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately
be laced; + +
e. All Temporary&Permanent Vegetation to be Placed on Site; - -
f. All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed;
g. The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff;
-._.h._. .._._ ----- -- --- -- »
h. The Location of all Roads,Driveways,Sidewalks,Patios,Structures,Utilities&Oth_er__ _, � , , ,_,e_,,,• -_._____
Improvements,Inciud'ing�femporary Access&Constivction Staging Areas;•�•�•�• -����m 1®c®c _-........_.__.__ ____-_- _ . . ...._.,.._______ .__•..____
---'i:�•1`fie l�st,ng'&-Final Contours and or Spot�levati-ons of`tfit3 site:�'�"-_.----•--..'.-_--- "--'� � i 1 ,___........... .. . . . ...__.__.-___-._...... _.. . _..-_--___.._. .. ._._----_--
6. A Schedule of the Se uance for the Installation•of All Planned Soll Erosion,-Sedimentation ��-• •' ' c c-•--- ^ •'•••••-•••••••- -�
q ,
&Stormwater Runoff Control Measures. ®�
-- -- -
escn iron of Pollution Prevention Measures that will be Lm lamented.
B. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or + r +
Implemented for Each Construction Activity_that will result in Soil Disturbance. 1 EM!i®i
9. Description of Construction&Waste materials Ex,•pected to be Stored On-Site.
1D. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the s
New York State Storm Water Design Manual Technical Standard.
11. General Site Plan and Construction Drawinsforthe Projetk�__,_
12. Dimensions,Material Specifications&Installation Details for Al Erosion&Sediment Control Practices. ,�,®;�, _
13.
Temporary Practices that will be Converted.to Permanent control Measures.
14. Implementation Schedule for Staging ce Temporary ErosionConfrolPracticeareMP. __,���[OJF��«___.___.___._--_••_,__.,._ ______«__,_,.,,,.,.,.,,_.._,,,. «____
15. MaintenanSchedule to Ensure Continuous&Effective Operation of Ersiono & 1 ,
Sediment Control Practices. 'EM;�' 1
76. Names W 154;1&ntii F Surtace Waters of the State of New York and/or US,4 That may be
Impacted by Development. I�Pi�t�,
17. Delineation of Storm Water Control Plan Imclementation ResoonsiblllUestor Each Bart of the__ ®�C��___ __
Project Construction Site. ; , 1
18. All other Existing Data that Describes Storm Water Runoff andlor Natural Drainage Swales. '[)]i }{ra ®a»•__
19. Identification of Ali Contractor(s)/SubContractor(s} Responsible farinstalling,Constructing, r�,�r�+ " '
Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. + ;
Storm Water Management Control Plan Checklist#1 : 03-12
ba y DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only:
Storm Water Pollution Prevention Plan S.C.T.M.9: Property Address:
Review Checklist Checklist # 2 1000
(Additional Items to be included with Checklist#1 when Article Ill is trigered.) UEstri°t section Brock Lot
REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i a i Plan Sheet
Does the SWPPP Adequately Provide for and/or Indicate the Followin ,YES f NO ;,N.A.E Explanation for NO or NA.Must be Approved by SMO
( q Y g:) E a a , Location(pg.#)
1. Does the Plan Indicate and/or Show all Items Required by4"Checklist #V in this Packet. '
2, Does the Plan Indicate and/or Show a Description of Each Post-Constructlon Stormwater f , E E
Mana ementPractice? i�€�i�i
---_-__-.9.---_._ _-.-..-_--_------..-.-.______. _- __--_--_--. __-__.-.--__-__-
3. Does the Sife Plan/Construction Drawings)Indicate and/or Show the Location&Size of
Each Post-Construction Stormwater Management,Practice?
4. Does the Site Plan/Gonstructlon Drawings)IndiE;ale and/or Show Hydrologic&Hydraulic Analysis
For All Structural Components of the Stormwater Management System•for Applicable Storms? ! E a r
5. Does the Site PlanlConstrutian-cDrawing(s)Indicate and/or Provide a Comparison of Post- -
Develo ment Stormwater Runoff Conditions with Pro-Development Conditions
_-._,__.___p._________ . .__.___________...--___ ____ _. _.. _ __. .__. _._-_....___ 9 a E j.,___.____ _____._--__... .____ -_- _-_ __-------__-__ .._,. . .... _
6. Does the Site Plan/Construction Drawings)Indicate and/or Show All Dimensions,Material 3 a a
Specifications&Installation Details for Each Post-Construction Stormwater Practice?
7. Does/tie Site Pian/Construction Drawings)Indicate a Mairiteriance Schedule Provided by - 9 a E a
the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction ;(M;Q=1;[[3;
Stormwater Management Practice?
8. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to
Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection
and Repair? a f s a
9. Does the Site Plan/Construction brawing(s)Indicate and/or Show Inspection and Maintenance E a E rah a
Agreement(s) that are Binding on All Subsequent Landowners?
10- For All Activities meeting the Threshold in 236-19(B}(1),the SWPPP shalt be Prepared&Signed
By a Professional in the Principles and Practices of Stormwater Management&Treatment Who
Who Shall Certify thatt he Design Meets the Requirements of Chapter 236.
11. Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the a E a E
toHistoricPlaces cheoo9c Resources g Pp wEthRe and iii®��� None on the __...___...._._.____.__.___..„ _..•..__.____.-__.„.„_,
Qualit of Stormwater Discharges?
12. Does the Plan Provide Documentation Su ortin the Detennlnation of A royal g
P ace Ar I e al res that Includes the Followin a E , E Site.
a. Information whether the stormwater discharge or land development activities would have r
an effect on a property that is listed or eligible for listing or eligible for listing on the
State or National Register of Historic Places: E a c a
_ -'------_..---__----.»„.__----_-----� E r --....,.__-----..,_�_....---•-------•-------------------.
_µ bw The Results of Historic Resources Screening Determinatlons that have been Conducted,; E(E331='=I F „--yMw W-- �`--
c. description of Measu-res Necessary to Avoid or Minimize Adverse Impacts on Places Listed, E�a�E®a -
or EII•gtble for Listing,on the State or National Realsterof Historic Places:and___--_-�� i i ------------_----------------
d.
�-�-_-T
____ __._..-. -----_._..-__..... _ _._�_..•.,..___..,__ _...,__
d. Where Adverse Effects May Occur,Any Written Agraements In Place with the NYS Office E E E a
of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to
Mitigate Those Effects.
13.-ADescrl tionoFfh-iN13 Pre sentattheSite,16cludtn j enldenHfrcationofthE------------- ' r r-'_--'_------------`----__--_--.. .---------------------
Hydraulic
-.„_-.-.--_ _------„Hydraulic Soii Groun� --. -__ ___. .---------------- - --------------- ----- i r i i____-
14.-Identification of Any Elements of the Design that are not in Conformance with the~ + E E r
Design manual,Including Reasons for the Deviation orAltemative Design and a Description
.__o___e Equ-vleny___h_ec _i_ca_l_Standards.
-___.----------------------------- , � r..__-_._.___.__ _-__.-._-__----_____--_.._.-__
15. A Hydrologic and Hydraulic Analysis for All Structural Components of the a E E f
Stormwater Management Control S stem. l�
A Detailed Summary,with Calculations,of the Shing Criteria That was Used to Design � a a a a
All Post-Construction Stormwater Management Practices. i
Operatiow and Maintenance Plan that Includes inspection and Maintenance------------- ; ; -----------------------
Schedules
---------------------'
Schedules and Action to Ensure Continuous and Effective Operation of Each
Post-Construction Storm Water management Practice. a E a a
Storm Water Management Control Plan Checklist#2: 03-12
TOWN OF SOUTHOLD
CHAPTER 236
Storm Water Management
�y List of Approved BMPs
(Best Management Practice)
INTRODUCTION:
Town Code,Chapter 236 requires that an Owner,Contractor or Authorized Agent submit a Storm Water Pollution '
Prevention Plan(SWPPP)for all new construction and/or re-development activity that involves soil disturbances of
five thousand(5,000 S.F.)square feet of area. All land-disturbing activities,including the addition and/or
replacement of impervious surfaces,shall provide temporary and permit construction controls to meet the
requirements of Chapter 236.
SEE the following list of Approved BMPs which meet the minimum requirements of Town Code Chapter 236.
The purpose of this list is to develop an understanding of the type of BMP that may be required and/or available for
compliance with the provisions of Chapter 236. Additional design details and BMP Specifications can be found in
the most recent version of the New York State Stormwater Management Design Manual.
Temporary Construction Controls Infiltration Practices
Stabilized Construction Entrance Infiltration trench(Vegetated Drainage Swale)
Temporary Swale Infiltration Basin (Precast Concrete leaching Pool) '
Vegetation Protection/Seeding Dry Well
Straw Bale Dike Grassed Swales
Silt Fence Permeable Interlocking Concrete Pavers
Storm Drain Inlet Protection Pervious Concrete Pavement
Temporary Sediment Trap Porous Asphalt Pavement I
Check Dam
Storm Water-Retention/Detention—Ponds Filtration Practices
Dry detention ponds Bio-retention(Rain gardens)
In-line storage Catch Basin Inserts
On-lot treatment Organic Filters
Stormwater wetland Vegetated Filter Strip 1
Wet ponds Underground Sand Filter
Micro-pool Extended Detention Pond Perimeter Sand Filter !
Wet Extended Detention Pond
Multiple Pond System Open Channel Practices
Pond/Wetland System Dry Swale
Wetland Wet Swale
Extended Detention Wetland
Shallow Wetland I
When DEC Limits have been triggered,an Owner,Contractor or Authorized Agent must also acquire coverage
under NYS DEC SPDES General Permit for Storm-Water Discharges for activities that reach the limits established
for construction activity as defined under the DEC SPDES General Permit,(No.GP-0-10-001),prior to any work.
A copy of this general permit can be found on the DEC Web Site at:Qa://www.dec.ny.gov/chemicaU41392.htm1).
An owner or operator of a construction activity that is subject to the requirements of a regulated,traditional land use
control MS4 must first develop a SWPPP in accordance with all applicable requirements of the general permit and
then have its SWPPP reviewed and accepted by the MS4 prior to submitting the NOI to the DEC.The owner or
operator shall have the"MS4 SWPPP Acceptance Form"signed by the Stormwater Management Officer"SMO"
and then submit that form along with the NOI to the address referenced under"Notice of Intent(NOI)Submittal".
For all approved SWPPPs,the owner or operator shall ensure that the provisions of the SWPPP are implemented
from the commencement of construction activity until all areas of disturbance have achieved final stabilization.
A Notice of Termination(NOT)must be submitted to the DEC for all DEC regulated construction activities.
t
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7 - .
Appendix B:
Site Erosion/ Sedimentation and Storm Water Control Plan prepared by
Joseph Fischetti, PE on February 12, 2013
u
Stormwater
Pollution
Prevention
Plan
MAURI Property
113 Calves Neck Road,
Southold, NY, 11971
r
Prepared By:
Suffolk Environmental Consulting Inc.
P.O. Box 2003
Bridgehampton NY 11932
(631) 537-5160
Joseph Fischetti, P.E.
1725 Hobart Road
Southold, NY 11971
(631) 765-2954
February 11, 2013
i
Section 1: Project Purpose and Objectives
The applicant proposes to demolish the existing single family dwelling, driveway and related
appurtenances from his property, and replace them with a new single family dwelling, in-ground
pool, at grade patio, covered porch, and driveway. In order to proceed with this matter,
compliance with § 236 of the Southold Town Code is required. This SWPPP complies with the
performance standards set forth in § 236-13 of the Southold Town Code.
The Town's Stormwater Code requires that site erosion, sedimentation and stormwater runoff
control measures be appropriate for existing topography,vegetation and other salient natural
feature of the site. This SWPPP is intended to minimize grading and cut and fill operations,
ensure general conformity with natural topography, and retain natural vegetation and trees to the
maximum extent practicable in order to create the least erosion potential and handle adequately
the volume and rate or velocity of surface water runoff. No stormwater will be diverted to another
property, or onto Calves Neck Road, either during site preparation or after development.
§236 of the Town Code establishes performance controls that are satisfied in this SWPPP. They
include:
1. The appropriate control of erosion, sedimentation and stormwater runoff prior to,
during and after site preparation and construction;
2. The implementation of appropriate measure for dust control during grading
operations;
3. The protection of areas exposed by site preparation and during site construction with
silt fencing;
4. The substantial preservation of natural drainage patterns by site design; and
5. Careful site preparation, including timing of the stripping of vegetative cover and
grading, so that no individual building site is stripped of its vegetation cover more than
30 days prior to commencement of construction through implementation of a
reasonable schedule to minimize the amount of time for site clearing, construction and
restoration.
Section 2: Project Description
Applicant proposes to demolish the existing single family residence and related appurtenances on
die subject property in a lawful manner, and then construct a single family residence, attached
covered porch, at grade patio, in ground pool, and driveway.
§236-10 requires that a Drainage Control Permit be obtained because proposed grading or
stripping of the parcel in excess of 5000 square feet is proposed. In order to obtain a Drainage
Control Permit compliance with the standards set forth in §236-13 is required.
Included in this Storm Water Pollution Prevention Plan is a Site Erosion/Sedimentation and
Storm Water Control Plan prepared by Joseph Fischetti, P.E. dated February 13, 2013. The
attached Site Erosion, Sedimentation and Storm Water Control Plan contains the following
structural and non-structural erosion, sedimentation and storm water controls:
❖ Silt fence details, deployment and specifications,
❖ Temporary Construction Entrance/Staging Area
❖ Drywells for storm water control for all impervious surfaces
i
Section 3: Contact Information
3.1 Owner: Thomas and Mae Maun'
4 Alden Lane
Port Washington, NY, 11050
3.2 Contractor: Undecided
3.3 Responsibilities of the Owner
Owner/Contractor shall be responsible for the following:
1. Maintaining compliance with the applicable sections of this SWPPP
including installation of erosion and sediment controls and maintain
erosion and sediment control Best Management Practices (BMPs) in all
areas of the site under its day-to-day control.
2. Maintain the cleanliness of Calves Neck Road from construction related
debris and sedimentation and implement storm drain inlet protection
BMPs throughout the construction process.
3. Provide for adequate litter control. Control of construction chemicals
and debris.
4. Provide for temporary erosion control as needed.
5. Suitably stabilize soils after construction by establishing permanent
vegetative cover.
The Owner/Contractor shall not store erodible or hazardous materials on
the roadway.
Section 4: Description of Soils Present at Site
Soils found on the subject parcels consist of the following:
PIA Plymouth Loamy Sand, 0 to 3% slopes 37.3% of lot area
PIC Plymouth Loamy Sand, 8 to 15% slopes 62.7% of lot area
Plymouth Loamy Sand is the only soil type on the property. This soil is characterized by being
very deep and well drained, made up of approximately 80% sand, 14% silt, and 6%clay. Plymouth
loamy sand has been given a K-Erosion Factor by the US Department of Agriculture, Natural
Resources Conservation Service (Soil Conservation Service). The K-Erosion Factor indicates the
susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the
Universal Soil Loss Equation (USLE) and the Revised Universal Soil Loss Equation (RUSLE) to
predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The
estimates are based primarily on percentage of silt, sand, and organic matter in the soil, as well as
on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69.
Other Factors being equal, the higher the value, the more susceptible the soil is to sheet and rill
erosion by water.
Plymouth Loamy Sand has been given a K-factor rating of.17, denoting that the soil is not
particularly susceptible to erosion from rainwater.
Additionally, Plymouth Loamy Sand is placed into Hydrologic Soil Group A. These soils are
characterized by low runoff potential, and high infiltration rates even when thoroughly wetted, and
are chiefly deep well drained sands or gravels that have a high rate of water transmission (greater
than 0.30 inches per hour)
Furthermore, Plymouth Sandy Loam has been assigned-a T Factor by the US Department of
Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The T factor is
an estimate of the maximum average annual rate of soil erosion by wind and/or water that can
occur without affecting crop productivity over a sustained period. This rate is in tons per acre per
year. The T factor Plymouth Sandy Loam is 4 tons per acre per year. The importance of the T
Factor is to show the potential damage to the on-site ecosystem through soil loss due to erosion. T
values range from just over 0, to 5. The T values provided by the USGS show that erosion on the
site is not a pressing concern,because each soil type can withstand a large amount of soil loss due
to erosion, and still maintain a productive ecosystem.
Even though the T Factors indicate that soil erosion is not a pressing concern for the on-site soils;
This SWPPP seeks to minimize soil disturbance and soil loss,while applying best management
practices (BMPs) including stockpiling of top soil, temporary soil stabilization, and seeding of all
disturbed areas.
Each of the soil types present on the property is also placed into a wind erodibility group by the
US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation
Service). A wind erodibility group (WEG) consists of soils that have similar properties affecting
their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1 are the most
susceptible to wind erosion, and those assigned to group 8 are the least susceptible.
Plymouth Loamy Sand is rated as an 8 on the Wind Erodibility Index. In this case however, the
classification into a wind erodibility group is without import as the proposed use is for a single
family residence,with no area being left without vegetative cover excepting that of the natural
occurring beach.
Slopes
!gip
a
4..
Section 5.Demolition and_Construction Phasing Plans and
Sequence of Operations
Demolition Phase I:
❖ Install a line of siltation fencing/staked haybales where denoted on Stormwater Pollution
Prevention Plan attached at Appendix B
❖ Delineate/stabilize construction access and parking with a crushed stone driveway and
staging area
❖ Commence Site clearing and grubbing as required
Demolition Phase II:
❖ Commence demolition as required
Construction Phase I:
❖ Start construction of house and attached patio and in-ground pool.
Construction Phase II:
❖ After construction is completed, install drywells for the house, new sanitary system, and
new driveway.
Construction Phase III:
❖ Remove silt fence and haybales at the Northern edge of the property
Section 6: Implementation of Minimum Erosion and
Sedimentation Control Practices
6.1 Schedule of initial placement or implementation of erosion and sediment control
practices
Upon the issuance of a Building Permit, the owner will create a temporary
construction driveway made of crushed stone.
After the siltation fencing has been installed, any required clearing will commence.
The contractor will then commence his demolition and construction of the
proposed dwelling and its appurtenances, such as the patio and swimming pool.
After the residence is built, the driveway with accompanying drain will be installed,
All excess concrete and other construction materials will be removed from the site
and suitably disposed of.
6.2 Minimum time frames for continuance of erosion and sediment control practice
The erosion and sedimentation control practices prescribed herein are to continue
until all disturbed areas are stabilized. Stabilization is achieved upon the
establishment of full vegetated germination in the construction area. Disturbed
areas are anticipated to be fully stabilized by the fall of 2013. In the event that
disturbed areas are not fully stabilized, the erosion control BMPs shall remain in
place until the following spring.
Section 7: Erosion and Sedimentation Plan
The Site Erosion/Sedimentation and Storm Water Control Plan prepared by Joseph
Fischetti, P.E. February 12, 2013 and attached hereto at Appendix B.
This SWPPP envisions the implementation of these temporary sediment control measures
consistent with the standards contained in the §236 of the Town Code. In essence,
disturbance over the land is minimized and any sediment laden stormwater would be
controlled by strategic placement of silt fences. Calves Neck Road would be similarly
protected during construction. After completion of construction the full stabilization of
disturbed lands will be achieved through plantings. The permanent solution is a structural
upgrade for the site and a benefit to the town.
Sectioni •
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0
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a �
s
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b
air
3
A
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T
4
Section 9: Maintenance Inspection Schedule
The proposed residential structure is to be owned/occupied. The owner/contractor is
responsible for the implementation of this SWPPP. As such, maintenance and inspection
will be continuous and ongoing throughout the construction process up to full vegetative
stabilization of disturbed soils. Thereafter, the owner will insure that the structural runoff
controls are maintained in good working order.
t Y
Section 10: Pollution Prevention Measures
10.1 litter Control and Control of Construction Debris
All litter and waste materials will be collected and disposed into a dumpster.
Only trash and construction debris will be disposed of into the dumpster.
The dumpster will remain covered to prevent wind born dispersal of
deposited materials. Once filled to capacity, the dumpster will be removed
and replaced by a private carter.
Waste concrete will be collected and removed from site by a private
contractor upon completing the construction of the building foundation.
Materials such as wood pallets and cardboard will be collected and recycled.
10.2 Control of Construction Chemicals
Waste materials including petroleum products, paints, solvents, and used oil
filters will be stored in structurally sound and clearly marked containers.
The containers will be kept separate from the litter and construction debris
and disposed of in accordance with applicable regulations,which pertain to
hazardous materials.
f
ti
Appendix A:
SWPPP Checklist prepared by Suffolk Environmental Consulting, Inc.
on February 12, 2013
SO!/r�®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G ® Q
Southold,NY 11971-0959 '®
�ycOUNTV 9�
July 22, 2015
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Ll
F
Thomas Mauri 1 -
4 Alden Place
Port Washington NY 11050 I
Re: 1135 Calves Neck Rd,Southold
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
1 b�l
` Electrical Underwriters Certificate.
fee of$50.00.
Inal Health Department Approv_
er Certificate. (All permits involving plumbs after 4/1/84)
Trus ee if ate of Compliance. (Town Tru 765-1892)
�
Final PlannleOBoar al. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 38559 — New Dwelling
i
REScheck Software Version 4.4.4
Compliance Certificate _
ECE � � � }
Project Title: Maud Residence NOV 2 6 2013
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County,New York BLDG DEPT
Construction Type: Single Family T NMN OF SOUTHOLD
Project Type: New Construction ----
Conditioned Floor Area: 0 ft2
Glazing Area Percentage- 19%
Heating Degree Days: 5750
Climate Zone: 4
Permit Date:
Construction Site: Owner/Agent: Designer/Contractor.
1135 Calves Neck Mae and Dr.Thomas Mauri Angel B.Chomo
Southold,NY 11971 516-459-2474 631-765-6530
Compliance: 8A91.Better Than Code Maximum UA: 669 Your UA-6131v"w
The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home
Envelope Assemblies
. e
e
e
Ceiling 1:Flat Ceiling or Scissor Truss 2,560 34.0 0.0 82
Wall 1:Wood Frame,16"o.c. 3,933 21.0 0.0 180
Window 1:Vinyl Frame:Double Pane with Low-E 638 0.360 230
SHGC:0.00
Door 1:Solid 24 0.360 9
Door 2:Glass 106 0.360 38
SHGC:0.00
Floor 1:All-Wood Joistrrruss:Over Unconditioned Space 2,560 34.0 0.0 74
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations
submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code
requirements in REScheck Version 4.4.4 and to comply with the mandatory require ents listed in the RESc neck Inspection Checklist.
jvr&(. 8.NOAA10 -ARC1-11ZC7e /426-43
Name-Title Sig re Date
D 41
0y0
�751r?C�' �C
• V�
Project Title: Maud offira Report date: 09/25/13
Data filename: Untitled.rck Pagel of 6
REScheck Softtvare Version 4.4.4
Inspection Checklist
Requirements: 0.0%were addressed directly in the REScheck software
Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the
user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance
is itemized in a separate table,a reference to that table is provided.
20*New� -
Plans' - =Ffeld Verifed`
Pre-lnspectionlPlan Review' 'Complies?"a Comments/Assu_mptions
Energy:
Value. ;Value,
1032 ;Construction drawings andy -.' x-,❑Complies'
[PRI)' documentation sufficiently _ j❑Does Not Comply
;demonstrates energy code ^; -----[]Not Observable '
compliance for the building envelope. -
- - ❑Not Applicable
1032, ;Construction drawings and
❑❑
TComplies
403.7 documentation sufficientiy D
oes Not Comply:
[PR3]' demonstrates energy code :-} ❑Not Observable
;compliance for lighting and =3 = -,❑Not Applicable
mechanical systems.Systems serving',
I multiple dwelling units must
demonstrate compliance with the
commercial code.
403:6 Heating and cooling equipment is ; Heating:: _ ; Heating: ;❑Complies ;
[PFi2]2 _';sized per ACCA Manual S based on 1 Btulhr ; Btu/hr 1❑Does Not Comply
loads per ACCA Manual J or other Cooling: Cooling: ;❑Not Observable ;
approved methods. Btumr ; Bir :[]Not Applicable
1 4 I
I i i 1
1 1
I 1 I
Additional Comments/Assumptions:
11 High Impact(Ter 1) 2-;.l Medium Impact(Tier 2) `3 Low Impact(Tier 3)
Project Title: Mauri Residence Report date: 09/25/13
Data filename: Untitled.rck Page 2 of 6
2010 New-
-.-,Ybrk -Fdundation'lrispbction"' cornDlies?--
ornments/Assurnptior!s,
�.7
Ener
gy
30.2-1 Exposed foundation insulation ;[]Complies
1F61 12, S protection. IlDoes Not Comply:
nisi :[]Not Observable
Not Applicable
403.8,,, Snow melt controls. ;,[]Complies
ElDoes Not Comply;
2 ;[]Not Observable
6
![]Not Applicable
Additional Comments/Assumptions:
I I High Impact(Tier 1) 2 Medium Impact(Tier 2)
Low Impact(Tier 3)
Project Title: Mauri Residence Report date: 09/25/13
Data filename: Untitled.rck Page 3 of 6
2010 New-
i bris Ve4lied Fi d Verified`
'
York' Framiii I kouqhanInspection Complies? Comm-ents/Assump ons-
EneValrgy
402.4.4 i Fenestration that is not site built is °A:]Complies
[FR20]1 listed and labeled as meeting �_T]Does Not Comply:
:AAMANVDMA1CSA101A.S'.21A440or - []Not Observable
00 has infiltration rates per NFRC 400 V
that do not exceed code limits. []Not Applicable
,E]
402.4:5" IC-rated recessed lighting fixtures AComplies
4
jFR16f-'-'."sealed at housingfinterlor finish and
T]Does Not Corn
ply
ty
labeled to indicate ft=2.0 cfm :1 0Not Observable
leakage at 75 Pa.
-1[]Not Applicable
403.2.1 Supply ducts in attics are insulated to R_ R- ;[]Complies
[FR12]1 i R-8.All other ducts in unconditioned R- R- UDoes Not Comply
:spaces or outside the building :[]Not Observable
envelope are Insulated to R-6.Not !DNot Applicable
applicable if all systems are ductless.
403-2.2 AM joints and seams of air ducts,air , Complies
[FR13V handlers,filter boxes,and building
:]Does Not Comply:
cavities used as return ducts are
A:]Not Observable
sealed. :]Not Applicable
24,
4113 Building cavities are not used as ducts omp lies
[F or plenums.
0Does Not Comply
[]Not Observable
-.T]Not Applicable
403.3,-- WAC piping conveying fluids above R- R- ilicompli
[FR17r r= 105 OF or chilled fluids below 55 OF T]Does Not Comply
are Insulated to R-3.
Observable
;[]Not Applicable
403A Circulating service hot water pipes are;
R- R-: ;T]Complies
[FRl insulated to R-2. :[]Does Not Comply;
;[]Not Observable
;[]Not Applicable
-JE]Complies
'40
3.5,-, Automatic or gravity dampers are
1 :
[FRI 9f`j:; installed on all outdoor air intakes and • 0Does Not Comply
exhausts.
[]Not Observable
r JE]Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 1,2'j Medium Impact(tier 2) I'-."3-.l Low impact(Tier 3)
ProjectTitle: Mauri Residence Report date: 09125/13
Data filename: Untitled.rck Page 4 of 6
`/r.
New-2610 Ne
.10 -- YorkInsulationInibeeffor _-, --Complies?:, :Comments/Assumptions"
Ene -
30.1 L All installed insulation labeled or iElComplies
[IW3]2 installed R-values provided. UDoes Not Comply:
.[]Not Observable
:[]Not Applicable
Additional Comments/Assumptions:
I'l I High Impact(Tier 1) 2 Medium Impact(Tier 2) Low impact
Project Title: Mauri Residence Report date: 09/25/13
Data filename: Untitled.rck Page 5 of 6
'2010-New
_X
'Plans Ve
rffid
d
,Field Verifed'FinalInssev won rovisions-.-,- -
'CoTp1les?,__ I _:,Cdmments/Assump ons-,
Value`; -e-
402A.2, Building envelope tightness verified ACH 60= ACH 50= :[]Complies
402.4.2.1 I by blower door test result of 81t;7 ACH T]Does Not Comply
inspection, []Not Observable
:
[F117]1 at 50 Pa.This requirement may I I
:
instead be met via visual :[]Not Applicable
1 in which case verification may need to:
!occur during Insulation Inspection.
402 4.3.3 Wood-burning fireplaces have
lies
[Fl8f, gasketed doors and outdoor Elcomp0Does Not Comply:
combustion om ustion air. ONot Observable
E]Not Applicable
403.2.2 Duct tightness via post-wristructionclm cfrn I IlComplies,
[F[4]1 !with ma)dmurn leakage of 6 cfm to i UDoes Not Comply:
:outdoors,or 12 din across systems. 0Not Observable
For rough4n tests,verification may
need to occur during Framing :E]Not Applicable
Inspection,with ma)dmum leakage of
6 cfm across systems and 4 crm
!w[thout air handier.
403.1.1- Programmable thermostats installed
30complies
_UDoes Not Comply:
on ❑forced air furnaces.
e 'jONot Observable
A�, -
[]Not Applicable
40-A2- Heat pump thermostat installed on
DComplies
heat pumps.
0Does Not Comply
-1[]Not Observable
J[1Not Applicable
40.4 Circulating service hot water systems 7,4, ElComplies
il? n have automatic or accessible manual - Comply
controls. 4, []Not Observable
Ta�Igv
][]Not Applicable
Complies
40201 -_•J!Readily accessible switch on heaters
WH2P,; -`3or swimming pools. .7-TIDoes Not Comply;
k
][]Not Observable
-
,S)
EINot Applicable
403.9:2Timer switches on pool heaters and OComplies
pumps are resent '; -0Does Not Comply:
sE]Not Observable
-[]Not Applicable
403.9.3--',; Heated swimming pools have a cover. lies
OComp
Covers on pools heated over 90 OF
(Fb6p ElDoes Not Comply;
are insulated to R-12.
EINot Observable
[]Not Applicable
`Mco 5
403 Compliance certificate posted.
Compli `Mcomplies
fF, ElDoes Not Comply;
T
[]Not Observable
'[]Not Applicable
z�
Manufacturer manuals for mechanical f%
Elcomplies
'111 and water heating equipment have 0Does Not Comply;
been provided. K []Not Observable
-'J[]Not Applicable
Additional Comments/Assumptions:
I I High Impact(Tier 1) 2a Medium Impact(Tier 2) Low Impact(Tier 37)
Project Title: Mauri Residence Report 09/25113
Data filename: Untifled.rck Page 6 of 6
D
VAR 2 4 ;
BLDG DEPT
TOWN Or SOUTHOLD
SCREENED PORCH
21
'KITCHEN;
M °
FIRST FLOOR PLAN,
E
SHOWER
I� - ..a• •li I � � ; � � .�•, _ , pgra `•—
kN
n . —„_ ,_
' GARAGE Y
_ SCALE:1/4 -1 0„
1000-63-07-33 =.
W ST ELE1l D ®ATEe 3-23-15;
MAURI RESIDENCE , f
AS BUILT CHANGES TO DRAWINGS .1 Al AND A-5 ' °1135CAL`/ES.NECK ' _-
•
r
a::D ; ,• le; -�SOUTHOLD NT a
_- ATED 1.1-25-13” : ;, �•do : _ •r _
mss.;- •4 . '
' CHORNO ASSOCIATES'
SCREEN •PORCH• AND GARAGE � 9'�''0'�'��
` architects.
SOUTHOLD,NEW YORK,
SURVEY OF PROPERTY
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-63-07-33
SCALE 1 "=30'
NOVEMBER 1 , 2010
AUGUST 16, 2011 UPDATE SURVEY
MAY 3, 2012 ADDED PROPOSED HOUSE
JULY 27, 2012 REVISED PROPOSED POOL
AUGUST 20, 2012 REVISED PROPOSED POOL
OCTOBER 31, 2013 REVISED PROPOSED HOUSE
TOTAL AREA = 29,810 sq. ft.
S �O pO-Lm 0.684 ac.
S9 78, `X �j UPLAND AREA = 27,082 sq. ft.
ZO 0 AL \ SS, NN NN 0.622 ac.
o` \ \, \\ `\\ CERTIFIED T0:
N 4 \\\a \ AL x THOMAS MAURI
MAE MAURI
STEWART TITLE INSURANCE COMPANY
1100 %
IN \ A, '• to\ •9?' \ TEST HOLE DATA
/4 4 V\\ \` f s (TEST HOLE DUG BY A/cDONALD GEOSCIENCE ON OCTOBER 20, 2010)
Vps J ie z \\�\� \ \ \ \\ \AL
a. 19.6' ousts eaovm LOAM a
le 17
\ \ }
AL \ amu'fid'•\� ;' MOWN CLAYEY SAND sc
NN N
w:e:
u, \ \�C \�\\ \ \ ?6'S`� •' �m° BROWN w FINE
AAL
JILZ IN
NI
J2.4 \ \
AL 'IN
NI
17,
N, \ \
p00 > ` p00� ^ JI~`a� �p.tp� /J / \'s jpNFt�ZrQ 1• E�EXISTIN GARE ELEVA IONSNCED ARE SHOWN THUS: 88 DATUM- - -
..,.;: .,•.. ,:, � p. T/O / ,,, \ ,� EXISTING CONTOUR LINES ARE SHOWN THUS: - s-
'I� i.•ii::::':`•`.::::.'+ ;..::::: :;:;::... FL �C �, F.FL - fnsr FLOOR
- OARADE FLOOR
:.... .
4/ ` 2. FLOOD ZONE INFORMATION TAKEN FROM:
Tp 8�DRIH0OSE, _ /r ::::.::::k:: FLOOD INSURANCE RATE MAP No. 36103CT01tH
iE O2% ANNUAL CHANCE FLOODPLAIN.
M �4Y a: •E .a / "' ' '•'+ tAo.. / �� 8� ZONE X: AREAS DETERMINED TO BE OUTSIDE
O O 9
(V . 1 r I•n°st I.. ya.,''. +l't• ;: :.:::•:`;,Q!'.,r•d?•.'x.:::::;:i:':::••:::`•.':•'�.::':;::.:•:i':••i�::::::::'i:i�: �:•:::;: / :'..............
i.O•.:•.°•.••.•.•.:..•.... ..:....."• \ •�
w
O[V y
HAZARDZONE VE: COASTAL (WAVE ACTION);ODWITH VELOCITY
C� BASE FLOOD ELEVATIONS DETERMINED23o �
110 1-,
V ?e
?::::: 3. MINIMUM SEPTIC TANK CAPACITIES FOR A S BEDROOM HOUSE IS 2,000 GALLONS.
? °i 3 : }}:=?:: 1 TANK; 5 DEED 10 DIA.
:: .:.. i:::::::is
• ;I g a• /' iii /:::::::::.: ..;..;..;...}..;;.:;.:;.i:.;:$�.; U o' G�• O�� `J 4. MINIMUM LEACHING SYSTEM FOR A 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA.
.............
a .... t } ::•::•::• :•::•:;•::::•:::•::•:;::•::.: tv v$ oma' 2 POOLS; 12 DEEP, 8' dia.
1.07 W .. ,ZI'! .. b.'f .::�.:1::;::;::: 1•:'.:•:::�::::•::•::•:::'::•::::� / x- 4J �• y0 t
M (iiiittiii:•:.'''ii;:iiii:i;:;:;:;:i::: 'J o PROPOSED EXPANSION POOL
2 •..Z t c 7 � a=�
•'/,' 4..dtj PROPOSED LEACHING POOL
MEOW ` •tf 6Rq " 'e ' \ A0' '4L -" _ ... ... PROPOSED SEPTIC TANK
.t.3! r•; / TO
:::..:
• +�' ; 1',: He A oFC,i. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
.,p. •. e• .� •;••: OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
E �F •.... .• 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND
xN • .' p 's . ... DRAINAGE SYSTEM CALCULATIONS:
`+ 69•0 \ �e4 0� + ,¢, -19 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. ---
ly •'•4''; �;:,'• �, ROOF AREA: 3,532 sq. ft.
F••d . 4 �-� .13542 sq. ft. X 0.17 = 600.4 cu. ft.
� y !
o/'sf 600.4 cu. ft. / 42.2 = 14.2 vertical ft. of 8' dia. leaching pool required 1 I
+ Y o PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLSAL % I C:>
!
N
�AS '• 6,2 + PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:
p IIT �Z* -Z� C-Q
DRIVEWAY AREA: 3,679 sq_ ft.
FR .a• �• 3,679 sq. ft. X 0.17 - 625.4 cu. ft.
wqT
/H STRF 04 • ?�S>> 625.4 cu. ft. / 42.2 = 14.8 vertical ft. of 8' dia. leaching pool required ;
EXISTING LOT COVERAGE OVER UPLAND AREA 03 , ' PREPARED IN ACCORDANCE WITH THE MINI
PROVIDE (3) 8 dia. X 5 high STORM DRAIN POOLS , STANDARDS FOR TITLE SURVEYS AS ESTABLISHED-7(UPLAND AREA = 27,092 sq. ft.) x�. •''
4.. PROPOSED 8 DIA. X 5 DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: MUM
DESCRIPTION AREA Y. LOT COVERAGE 0'
BY THE L.I.AL.S. AND APPROVED AND ADOPTED _
HOUSE & ROOFED 1,820 3 ft. 6.7Y. U$E$ PupWA(c TITLESASSOCI�OBY HE::NEW YORK STATE LAND
PORCHES q• H'gTfR �t�'
Or
METAL SHED 90 sq. ft. 0.3% $ T
CC
TOTAL 1,910 sq. ft. 7.0%
PROPOSED LOT COVERAGE OVER UPLAND AREA GsF o q9� �. ,�`
(UPLAND AREA = 27,092 sq. ft.) sAG���
DESCRIPTION AREA Y LOT COVERAGE �C C 'a'o•I
,�5 N.Y.S. Lic. No. 50467
HOUSE & ROOFED 3,532 sq. ft. 13.0% F•P ti 4 UNAUTHORIZED ALTERATION OR ADDITION
PORCH *r. TO THIS SURVEY IS A VIOLATION OF
SECTION
INGROUND POOL 648 sq. ft. 2.4% ''�•'o•� EDUCATION209 LAWOF THE NEW YORK STATE Nathan Taft Corrin III
TOTAL 4,180 sq. ft. 15.4% y COPIES OF THIS SURVEY MAP NOT BEARING
I _j8 THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S.
TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S.
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. Title Surveys Subdivisions - Site Plans - Construction Layout
CERTIFICATIONS ARE NOT TRANSFERABLE. Ys -
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
1-1
SURVEY OF PROPERTY
SITUATE
SOUTHOLD
°°k"° TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK ��'
S.C. TAX No. 1000-63-07-3313 c,
a SCALE 1 "=30' � C aw
NOVEMBER 1 , 2010 , = co
GUFFOLY. COUNTY� � AUGUST 16, 2011 UPDATE SURVEY _ �$
C«1RTMENT OF HEALTH 5 MAY 3, 2012 ADDED PROPOSED HOUSE W °O
SERVICES; ¢
PFf'ft!� FO'? �LP'o�DyAL OF CONSTRUCTION F0 JULY 27, 2012 REVISED PROPOSED POOL cv LLt�
A AUGUST 20, 2012 REVISED PROPOSED POOL : _$
S!"'IGS E FlitfELY RE5IAENCE
ONLY TOTAL AREA = 29,810 sq. ft. W UO
S PEB 1 3 2013 (70 TIE LINE) 0.684 ac. LU
9B `�
S
� ms°,°° 9°)8 `,��s �f� DATE UPLAND AREA = 27,082 sq. ft. LC
?ONF u \ s$•, �` -- - I �1: � I 0.622 ac. zz
APP rovEO d`J O
-:- CERTIFIED TO:
�.X 15 I'OR IVAAX!M1 i UI"� THOMAS MAURI
—., . -___ C�t;DROOA't� MAE MAURI
�'),��,;�„ �I Z�� STEWART TITLE INSURANCE COMPANY
AL N\ r r F"Rop" DATE OF AIPPROVAL
VCG \ °MBfR\?o\ 7009'
C \ ° \ \
''?W �''� � \�� ,,�\ TEST HOLE DATA
q 3 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 20, 2010)
2 WO 2\ \\ \ \ \ \ \ \ k
���\� \ \\\�'o; AIL \� Abandonment of existing sanitary�ystem must be in EL. 196'
\ L
17
01
conformance with department requirement Submit DARK BROWN LOAM OL
Op JF / 1.
completed form N%r%N 14.1- - C BROWN CLAYEY SAND SC
Q IL! ,H• \\ice \ \\ \ \\ \ A� \ 3•
HousE
O� 11.9, \�\\\ \ \ � �6 \
\ / x,e.7 11 x\. !x I \ \ �\N11\\ \ \/ \ �S`S�''\ TO BROWN AND
SAND SW OWN FINE
1 PALE
Z VA ,' _1�
AIL
03
13 \ _.
-120
�
ppp B'`,CKl�yq� ^ �0 Op A�qJ-� ' e ��'' o�o�•���5/ \ �s?� j'1•E���F�f 3 N0;EELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
�X/ N Qi Co.. Rpm ON EXISTING ELEVATIONS ARE SHOWN THUS:M
5 — —
T i G EXISTING CONTOUR — — —
NG Hp � �... `:a,�!. ..::::::::.:\'w., , ' F� tr� •~o5o�c D/ n� . \ R LINES ARE SHOWN THUS: s- -
TO DRI Uski:.IFFL. — FIRST FLOOR
BE V�W ..4 ,....$ ?:4::?i::i::::::.: v.;.:., �".Y•.,.,, O• �9�7 20 GFL. - GARAGE FLOOR
��^IOVD 8.3 3 :; : ::.. O.•C x te.� 8 r
".:.,.; : �,,,,;.;,::.,:.:,... _ o� 2. FLOOD ZONE INFORMATION TAKEN FROM:
N
FLOOD INSURANCE RATE MAP No. 36103C0166H
� O 3
EST HOLE I :;;;X13;: .:.;:::, i ce° an:.. 4 4V EX1ST �Q �4 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
N 1� \ / ��?U 1'47-1p1MC' HpUs 2 ���4 oa ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION);
3 y%y R 'z k O[(� TO BB' RC F v pk" o�y BASL FLOOD ELEVATIONS DETERMINED
�TeMasp�, - o���w� Q W�or° 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 8 BEDROOM HOUSE IS 2,000 GALLONS.
r \
" '.,{:.. - Q'M 17.9 ,�Q 11\O•y O' ��r4� 1 TANK; 5' DEED 10' DIA.
1'090 q7 j� .,,,,`.....,...... ( ; . :':::::::;:::::::.' o,� 0� �y 4. MINIMUM LEACHING SYSTEM FOR A 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA.
f c 1 2 POOLS; 12' DEEP, 8' dia.
M1:::::..:.. . .. . ��o
>� Zoe I ,\\ is y''.:::.;:.�.............X i.. :`:i::
o< a. -
jX, PROPOSED EXPANSION POOLri.:
RINCpgC v ,: a ?1:i... e6 f�'442`0
?' p. GRq �e\2o"V6 `:::`: :::' w,2p, EX \\ r�_ PROPOSED LEACHING POOL
0
.....::::.,....
"EDpE
M `
1 1 .Pa'
O G
Row T SL5O
7- i, V110\U/SE
E
D \
\ O0
1.
PROPOSED SEPTIC TANK
oO 4 0OVO \ 1r
5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
\ \ �' ': eo / OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
xN 69° \ �l(� -19 DRAINAGE SYSTEM CALCULATIONS: 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND
REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.
ROOF AREA: 4,246 sq. ft.
a�lz I,? yOLSE' 72246u.ft.ft.
/ 42..21 17 vertical ft.ft. of 8' dia. leaching pool required
Ike' \ 1z o`) PROVIDE (3) 8' dia. X 6' high STORM DRAIN POOLS
�06 o
2S PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: \
��TFR 7 •x�ro- „ , . S4�, \ DRIVEWAY AREA: 2,445 sq. ft.
N 2 2,445 sq. ft. X 0.17 = 416 cu. ft.
SrRFFT )>> 416 cu. ft. / 42.2 = 10 vertical ft. of 8dia. leaching pool
EXISTING LOT COVERAGE OVER UPLAND AREA 0S' 0' '• �. required
�
(UPLAND AREA = 27,092 sq. ft.) �y�."' PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS
x� .` PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: / PREPARED IN ACCORDANCE WITH THE MINIMUM
DESCRIPTION AREA % LOT COVERAGE Dwct STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
HOUSE & ROOFED 1,820 S ft. 6.7% LSE's PJ t flvC' BORT SUCH USE BANTDHAPPROVEDE NEW AND STATELANDD
TITLE ASSOCIATION.
PORCHES q 0C iyATfR
METAL SHED 90 sq. ft. 0.3%
TOTAL 1,910 sq. ft. 7.0%
�� (;
r x v
PROPOSED LOT COVERAGE OVER UPLAND AREA �-
(UPLAND AREA = 27,092 sq. ft.) FS o/y 440 - a
DESCRIPTION AREA % LOT COVERAGE
HOUSE & ROOFED �ql� s �� -- Y .�� Lic. No. 50467
PORCH 4,246 sq. ft. 15.7% F N UNAUTHORIZED ALTERATION OR ADDITION
INGROUND POOL 648 sq. ft. 2.4% °s�'o,
SECTION S SURVEY
209 IS
VIOLATION
STATE
TOTAL 4,894 sq. ft. 18.1
y EDUCATION LAW. Nathan Taft Corwin III
CCP43020 IES FTHIS SURVEY MAP NOT SURVEYORRING
S INKED SEAL OR
THELAND
Land Surveyor
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS 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 Successor To: Stanley
A.J. In sakse , Jr. L.S.
e enn
LENDING INSTITUTION LISTED HEREON, AND P 9 9 L.S.
TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
31-1220
SURVEY OF PROPERTY
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-63-07-33
0
SCALE 1 "=30'
3 NOVEMBER 1 , 2010
AUGUST 16, 2011 UPDATE SURVEY
MAY 3, 2012 ADDED PROPOSED HOUSE
JULY 27, 2012 REVISED PROPOSED POOL
AUGUST 20, 2012 REVISED PROPOSED POOL
OCTOBER 31, 2013 REVISED PROPOSED HOUSE
NOVEMBER 19, 2013 STAKE FOUNDATION & POOL
APRIL 7, 2014 FOUNDATION LOCATION
BO�KhIyO°O S9.7
J4 J 6 \ \
2o� F tT0� SS'•F \\\\ TOTAL REA= D
29$ 0 asq.. ft.
F
f `
c.
a1 \\\ �� UPLAND AREA = 27,082 sq. ft.
AILN z a qR\ �\ 0.622 ❑c.
CERTIFIED TO:
N \ \\
THOMAS MAURI
°
But K AIL � *aYN `\ MAE MAURI
700 �� "—A� STEWART TITLE INSURANCE COMPANY
Q � z.B•W � �� � 9 `
V7 V SHE
04,0 \`
vr
0
AL
SH ��
0 AIL.
\AIL :! os; \�
• A \
HoOsE SID.
4 � �6
w AL �\
AIL
AL
ROCK WA4
cti'M p°Nc `� NOTES.
1Fy fq / loNf�tf 3� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
r k o X90• / eJ EXISTING ELEVATIONS ARE SHOWN THUS:
�J �30.g• 69 8a / EXISTING CONTOUR LINES ARE SHOWN THUS:
FIRST FLOOR
,60 y�,. ham/ e r - GARAGE FLOOR
/ 31 2. FLOOD ZONE INFORMATION TAKEN FROM:
O 1r9• 38 / 2 8° FLOOD INSURANCE RATE MAP No. 36103CO166H
Wy ry CO S / Q up s ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
v fS 4 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION);
e
W S FF I 2 v _ ��� 0� ��Nry / / BASE FLOOD ELEVATIONS DETERMINED
441 "'0 --j
cvop
4 w N V
I/% \2 O Q \nc �� Q
i
-078.0, v°
72 0 �2
o•
Z 7741,7
a. O�
HEDGE ROW
NH°.7 0e, 4
P•' H v�
Y /
. 69.0120" •I,, / G 7
,✓ • G 0 �, Wipt, (V
CPAYMENT \ O h'OG
�L ,°n nPo M SF l
�S 106.25Nf N
C) � —
iN2>> ' \
S.
•° PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
USES Puet/c/N� / BY THLICH USE BYNTDHEPPEW—NORM STATE ROVED AND ADOPTED
TER
D �IVj" ASSOCIATION. C)F Ne
PIF 7-Co
APR 15
�.
BLDG. DEPT
TOVVN OF SOUTHOLD
s ly i C
4,1 a,9evo'k �o bf�~.t:T)J y� N.Y.S. Lic. No. 50467
UNAUTHORIZED ALTERATION OR ADDITION
4� TO THIS SURVEY IS A VIOLATION OF
9s 8•
SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin
EDUCATION LAW. III
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYORS INKED SEAL OR Land Surveyor
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S.
TITLE COMPANY, GOVERNMENTAL AGENCY AND e Josh A. In e no L.S.
LENDING INSTITUTION LISTED HEREON, AND p 9 9
TO THE ASSIGNEES OF THE LENDINGINSTI—
TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout
CERTIFICATIONS ARE NOT TRANSFERABLE.
ANSFERABLE. Y Y
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
31-122
SURVEY OF PROPERTY
SITUATE
SOUTHOLD
AKN° TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-63-07-33
3s SCALE 1 "=30'
NOVEMBER 1 , 2010
- --•i '-f �_�O 6 AUGUST 16, 2011 UPDATE SURVEY
MAY 3, 2012 ADDED PROPOSED HOUSE
�� \7 r.-.,,, JULY 27, 2012 REVISED PROPOSED POOL
` pOT�p SUFFOLSS COU:.i; �: r-t,R T,/,ENT Cr H'IACTH SERVICE=S AUGUST 20, 2012 REVISED PROPOSED POOL .A�,;
OCTOBER 31, 2013 REVISED PROPOSED HOUSE tl�
A` PROi�7AL OF COA;:STF;��TEL�1I;OR!<S FOR NOVEMBER 19, 2013 STAKE FOUNDATION & POOL g
A SINGLE FAMILY FRES;.?ENCE APRIL 7, 2014 FOUNDATION LOCATION
°�+o-ti�o 9• C lF + MAY 13, 2015 FINAL SURVEY W
A8 Qa^ 7 N Z -DQ� Q� SEPTEMBER 10, 2015 UPDATE SURVEY 1—
Zoti � \ S `�\ .� SEP �?F115 l-1.0.t.ef. ��,o.� — � U
rFF�F F\ F !� �FTgC r n TOTAL AREA = 29,810 s ft. �~
`\ Li scwEi.)d:!-p,)..c F.nd 1,73'^r su i r, s i. q' > W
z°NF 8� <,hfk\ "' yp�'y fa ;IiGe a!tris ix :on have been (T°TIE LINE) 0.684 ac.
IL AL %�\ .\ Ij.��f@dC.nr!!OrccrtifCdbythis;D@Yarinan'orothcrB ° a ndt UPLAND AREA = 27,082 sq. ft.
O f-^•^ �yrv1EJ 4,.d 1Jy1, 0 j
cy y +�f\ \ bo Cir' , - ,�,.�
N• �� .u� � \ �\ °,E �.wl�,,:y<') FOR A F��a.-,n F1,U�.�i;� E�".�'ri<`JOr.7S. 0.622 ac.
N ♦\ \ o° CERTIFIED T0: CLLI
" -w
THOMAS MAURI
LKH ° � dI��R \ \\ O • y
LL
7� ` O ��ll isit�� ^F� 1 F r'^� V
agw. ce
°fR\ Q }� FJ.H1;,,.,F`' sl"' — S EWART MAE TIITLE INSURANCE COMPANY '�
R 4, \ 92' \ F` O:is r i 7 O
SHED ~` °o q J� z°° \ \� .� ^ f.!'.:�..i': ° ..�Wf .1:?{`^¢
.^,
a.z ..
\ a 3' \ t P \ \
e J 4 4 �yUNO 3 w �O AL
\
O O Qm 2g w° I FF'� ♦ f p,� `rTF•S 1� \\�°
/ A f
0.8. AL
x ♦ / S�pOp �.ls,, \
Fr'V v v/ AL FAS \ \\
AL
HODS O.L. I o ILLA-
f� i� \ \\ 0�5
f \\ fd'
f! ?2�\\\
9� / / A ♦ AL `6 6' O Q
o mX1 v /v ` AL
FEc `
W C.L. S'-0 Tfpp
u / CpNC ` ry ++ HfPT �` AL AIL
2 c0j�/
1L\19/
9/ r / q y \
r, AL
o S OC/r `` c
7NCRTfpS�p ♦ AL
h N
1 A
Q °OC CK wALL CO
FEN E + / py141, eMgG�;°\F //; NOTES:
a E Ie9 %AY / 4F� Fre/ 3� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
lJ
3EXISTING ELEVATIONS ARE SHOWN THUS:
0.\ ,� '\•SCR 69 8� S(qT qT/O / �J
S p°ffy % m FST / Jgo. EXISTING CONTOUR LINES ARE SHOWN THUS:
IN S�Tf STp Tf 7 ROyfo
/ FIRST FLOOR
qe° Op .9' 47 hj/ - GARAGE FLOOR
Q 4, ti 2. FLOOD ZONE INFORMATION TAKEN FROM:
z" m, o t,TS/ 2,s. 3j9' S' OP p� / 11 02 a FLOOD INSURANCE RATE MAP No. 36103CO166H
yOWFR ^ c°qTF� / 3Q ��-
CIO
ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
FeNCf ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION);
L'/ 0•(. IS yJo^ BASE FLOOD ELE`JAT!ONS DETERMINED
yO07,
GSF
'o j 4 , 37
IS
?01 GAS o �Q�•`x�v„�
2 FfN c"�C41&OU�a" ev , . d
fl /•9N BLOC h�g4Ff/'� /G 'pgrpR =o
k B
20 0 ,o cu N/TS �c
i;�' W,yTf e / q�FRS RB Jas O 4
0 SFp m F
F W fR � ° S . <a • Tq y�T/C o Ct
H �gL�fR � 6f TgNfo
69°
0�20•• %,'4q e p / qNe/OC�o .VfNgy • OZ#II
NO SEPTIC SYSTEM TIE MEASUREMENTS `
a RQN OK 6 7 Rg
1�11 -' \\� <c7 y 1
HOUSE HOUSE I
O4CORNER CORNER
p° I `
OCT17, LL
❑B �1 �` - 5 �n1S
" oRy� SEPTIC TANK ,
!06., 25' 9 Cq cy p�ER N COVER 49.5 16.5'
p�
6L7C V�i ��-yy cUReo' eqs' LEACHING POOL r,
�qT l� tiAROLO�K ti COVER 1 65.5' 31' -"—
FR 7NSTR�e 2 32). LEACHING POOL
0�� 3 COVER 2 67' 43.5'
)S,�0
�L
•4
PREPARED IN ACCORDANCE WITH THE MINIMUM
USES wESTANDARDS FOR TITLE SURVEYS AS ESTABLISHED
pLL/Al BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
UBL!C WATER FORESUCHBY THE NEW YORK STATE LAND
TITLSN.
OF
f�~ y
N
�YgT`c 4a.o°4' ��o �;7 Y.S. Lic. No. 50467
v� UNAUTHORIZED ALTERATION OR ADDITION \
a_
yso8, TO THIS SURVEY IS A VIOLATION OF
x�!o, SECTION 7209 OF THE NEW YORK STATE
LA
EDUCATION LAW. Nathan Taft Corwin III
a' COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS 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 Successor To: Stanley J. Isaksen, Jr. L.S.
LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S.
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
31 -122
® A A
- OCCUPANCY OR
is IS UNLAWFUL
I CERTIFICAI E
WITHOU
1% CCUPANCY
COVERED PORCH
DINING 2 DATE' I�I6 13 BOF
_ ,
MASTS BEDRO M #1 '
• O c I FEE
NOTI Y PUI!_D a I`:_`."l v1r_NT AT
765-1872 CA!,' i C 4 PP:1 10"1 THE
A` 1. FC!UNDATION - T4 O r EQU:1 D
t
- C
FOR F'OU!?rD CC`�ICr;'�TE /
Z s -r!
J {
---... -- , 4. FINAL - EO, STRUCTION EdiUSTro
_
• _ _ BE CO'r-APLEIc FOR C.O.' I - .til
h7
' ALL CONSTRUCTiOiN SHALL MEET THE ! t
GREAT ROOM DEN A ' v` MM
ANTS
r RECiUlREMANTS OF THE CODES OF NEW
YORK
\O -! ` ._ ,/ _? I;S OR,CO aTRUCTIONJIELE FOR
SCREENED PORCH
FjRORS.
ILI 11
I I C \ 1
e l I ! I ( I L i T GUPJ'SLY Ve'I i H 'LL CODEq OF I I
FIREPLACE
� q C/S� _Fd `-- eGd NE YORK STATE $, TOWN (ODES
- - - i3,c}T . .
f (111 2� . AS EQUIRED AND OONDITIONS'OF
I - 1 c�?urn n TOW"J ZEA
KITCHEN (by Owner), - - - --- ► R B RO Sp BOARD
- - - O #1 1 uTha�2'/�h�RI Av�Nr;
_ IGS NI 1 � �
�A WAL -I N- i HO?D TG4"�N TRUSTEES
A-5— U CL i _ CLO _ . ` ' �.... ._ .✓ N.Y.S.D" N
- : I I
i fi---- - -- - - ~ 5 Q F�ETAEr� ST RM WATER IRUNOHAP -F
i k y UI �(�
� � � f PURSUANT TO C
WN CODE.
23
°ti --- - CO I , OF TBE TO I
RIRIDOR I -
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: SUPPLY SYSTEM CANNOT
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FIRST F Note: All extortor dim6nsions vire to face of studs _
- --- it PLUM ING _
a 5401p, C /_- ALL PLUMBI G WASTE I
NOtb. &WATER LIES NEED
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TESTING BEFORE COVERi�dG
,
Mr. Joseph- Fischetti PE. � _ __
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, � -- ICAL SECTION C
-� � A.
--- 1
MAIJRI RESIDENCE
__ __ .- - --- --- -•---A ( -- - -- �, �y �. _ I ��E� �R��, 1135 CALVES. NECK
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1 Note: •�� �• -
SECTION B
�vl to , eX UP 0- " UTHOLD NY ....
betttrooms to be tile �•. .•� : i
(3 F,
_ A-.� - SECTION A •y� - 4
Note. All interior doors to be solid cone point grade 9'F•�191;5 •�` ' CHORNO ASSOCIATES
OF h .•.
2'T6" x 6'-8" unless other'vise noted , - A-1 �. architects.
- ' - - SOUTHOLD, NEW YORK
Al doset doors to 150 field-measured. _
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. SECTION C (partial profile opposite)
SECOND - FLOOR FRAMING ,
A-1
DATE: ' -2 5"" 3
f
Headers: Z.Ow Roq' �E� AR
MAURI RESIDENCE .
(2) 2x10 up to 4 span • .C,
(2)117/8 LVL up to 12' span ���,-�� s. cyo��� 1135 CALVES.NECK
r• 2 n -
Q SOUTHOLD
NY A4
-
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r Fof ECHORNO ASSOCIATES
architects.
SOUTHOLD, NEW YORK
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FIRST FLOOR
I ,- 'ELECTRI•CAL_SYMBOLS
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' SCALE: 1/8"=V-011 RECEPTACLE
.6
/ GROUND FAULT RECEPTACLE
WEATHER PROOF RECEPTACLE
1 ^j SWITCH 1
CEILING LIGHT CENTER
s V WALL WASHER
_
ELECTRICAL �� LIGHT BRACKET
'Q•EXHAUST FAN
•Q• PULL CHAIN SWITCH LIGHT
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WBON MONOXIDE
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3 DATE: 1'I '25-'1
3 �o MAURI RE$IDEIICE
�--� 1135 CA�_VES•"NEC
'-1 :, _-#fes. 41
• �`
NQ SOUTHOL.D NY
AAS 5tirEN '4 G DIAGRAM
r PLUMBING l
PLU •
3 W_� CHORNO ASSOCIATES
OF c
3 architects.
III Ming I I SOUTHOLD, NEW YORK
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DATE: 11--25-13
MAURI RESIDENCE
'°REDAR 1135 CALVES NECK
e hyo
SOUTHOLD NY
A-4 _
X1915
4 � OF PlF�'y � ' CHORNO ASSOCIATES
architects.
SOUTHOLD, NEW YORK
•
7
"I
77
1
EAST ELEV.
-- + WEST ELEV.
- - - - WINDOWS AND DOORS SCHEDULE
WINDOWS
_ A 21_211 X 3'_$'t -fVll 43
B 3'-2" -X 6'-0" TW30510
C 3'-2" X 5'-0," TV1/30410 egress
D 3'_611 X 61-0" TW34510
E 5'-0" X 6'-0" DHP41510
1 --
-- -- F T-0" X 6'-0" TW210510
G 2 -2"
X 2'
-9►" TWT2027 opaq ue �g lass
- -31-011 H 30 X30
- I 31-01' X 3'-0" P3030 ' dormers -
--- J 3 -0X 4 -0TW210310
- -- y K 5'-011 X 5'-4"
D H P41052
„•._ -- L 3'-6" X 5'-4" TW3452 egress
_M 6'-0" X 4'-0" CXW24 M
N 6'_011 X T-O" P6030
=L 0 2'_9" X 1 'J" TWT2815
P 2'-2" X 3'-4'1 TW2032
Q 2'-9" X 1 '-10" 1127110
DOORS
I "0 20
—e- " F1 D1 31-0" X 8'-0" Entrance
21_0" X 8'_011 + 31_011 X 6'_0" glass
C"IRZ T R I >rv� i�r cG, "" ,Q�z etc . BAT1f& t l N ' " ' "
D2' 2 2 -6X 6 -8 .FWH2768
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FIREPLACE DETAIL
r
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SCALE:3/8"=1 '-0"
i f
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. , DATE: 11--2 rc�" 3
SECTION A MAURI RESIDENCE
A-5 ,�.���E13 �oc f� 1135 CALVES . NEC K
�� SOUTHOLD NY
X:5
4r•z �2.n '
--------------
CHORNO ASSOCIATES
architects.
SOUTHOLD, NEW YORK
ROM STRAPPIRS PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD RIDGE STRAPPING GENERAL WIND PROTECTION CONNECTION NOTES
FOR i6 O.C. RATERSROOF WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT
PITCH SPOL4 CAP
ACITY f) ON
16' D.C. UNLESS OTHERWISE N[]TED�
644 ASSEMBLY FOR ALL CO� IS CTI� AND TECHNIQUES TO IN ACCORDANCE WITH
i6' 858 THE FMELOWING LS,
3112 160 858 a). 1995 SBC HIGH WIND EDITION WOOD FRA! CONSTRUCTION
Gb). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CSTRUCTION
24' 1287 RAFTER-TO-MALL
TY-DOWN CECTIONS COLLAR TIE c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR AND
1?' 508 OTHER STRUCTURES
16' 678
442 20' 847 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR
241 1017 WIND PROTECTION FOR PROPER INSTALLATIDN. ALL OTHER CONSTRUCTION SHALL BE
28• 1186 IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
32' i357 RAKE OVERHANG OUTLOOK
392 =VECTIONS
16' 523 RAFTER 1). RIVE TO RAFTER ASSEMBLY
2a 6S3 SPANUPLIF 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS.
24' 783 WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d
5'12 12 OC 361
915 C NAILS REQUIRED IN EACH END OF T COLLAR TIE �TEED NOT EXCEED
� 16' DC 481
32'
1015 THE TABULATED NUMBER OF 8d IN THE STEEL STRAP.
36* 1176 HOLDDOWNS WHERE REQUIRED
2). RAFTER TO WALL ASSEMBLY+
12' 351 UPLIFT CONNECTIONS FOR, RAFTER-TO-WALL, LATERAL FRAMING AND SHEAR ACTIONS FOR RAFTER, CEILING JOISTS OR
16' 468 WALL-TO-WALL AND WALL-TO-FOUNDATIDN TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED.
2a 585 WALL-TO-WALL USE 4-8d C NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE
612 24' 702 CTION MIN. 8d NAILS CONNECTIONS CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING .MISTS
28' 819 RAF C RED MOTES SPACING 0 16. O.C. FDR AN ALTERNATIVE FOR LATERAL AND SHEAR C CTION.
6 SPAN CAPACITY REQUIRED
WHEN RAFTER � TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS M
332*6, 936 12' 427 lbs. 4 TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATTE
16' 526 tbs. 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.
12' 326
16' 435 20* 626 tbs. 5 3). WALL ASSEMBLY TO WALL ASSEMBLYs
712 20' 544 24' 726 the. 6 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CON NECTORS.
- 24' 652826 lbs. 7 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL
012 28' 761 2B' 8 BE ATTACHED TO A COKON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS.
' 870 32' 927 tbs$
36• 1 97936' 770 tbs, 7 12' D.C. HOLDDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION+
FIRST FLOM WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR
WALL-TO-FOUNDATION BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM
HEADER GIRDERCONNECTIONS' CONNECTIONS
EMBEDMENT OF 7 INCHES IN CONCRETE FOl, NDATIONS AND SLAB-ON-GRADE, 15 INCHES IN
HEADER tD'LIF LATERAL
MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN
ROOF
SPAN SPAN lbs. lbs. HOLDDOWN ANCHORS REQUIRED
WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRANC C[�VSTRLCTICbN
2' 469
254 FOR! TYPE I AND TYPE II SHEAR WALLS - MANUAL, WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE
504 C6' PAIL EDGE NAILING) STRAPPING SHALL BE USED IN THE ANCI ASPACING SHALL
BTS AND THE ANCHOR BOLT SPACING
4, 939
NOT EXCEED 72. O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT, BUILDIMIGS WITH
6' 1408 762 WALL HOLDDOWN TYPICAL WIND LOAD PATH SLAB-DN-GRADE SHALL HAVE ANCHOR QTS AT A MAXIMUMI OF 32. O.C. STEEL STRAPS
20• 8' 1878 1016 HEIGHT CAPACIT (tbs.) N.T.S.- EMBEDDED IN OR IN CONTACT WITH SLAB-OMI-GRADE OR MASONRY BLOCK FOLINDATI13NS
1( • 2347 1270 e. 3375 SHALL BE HOT-DIPPED GALVANIZED COATED.
12' 2817 1524
14' 3286 1778 9' 3800 11 11j 5). HOLDDOWN'
16' 3756 2032 10' 42225 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN TFC SHEARWALL REQUIREMtENTS OF TABLES
---- 16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2
2, 620 254 3.5A-B FOR WALL TYPE I OR TABLE 3.
4' 1239 804
FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL, A CONTINUOUS LOAD
6, 1859 762 WINDOW SILLPLATE HEADER TRAPPING PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN
479 1016 CACTIONS SILL CONNECTORS RESISTS TH.'S' OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE,. THE HOLDDOWN SHALL BE
28* 8 3Q98 1016 HEADER tJPLIF SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE
1a
12' 3718 1524 SPAN lbs. REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABO E.
14' 4338 1778 2' 254
' 4958 2032 HOLDDOWN ANCHORS HOLDDOWN ANCHORS 6). COCTIONS AROUND WALT. OPENINGS
16 4 504 HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS.
2' 770 2� 6• 762 06
2 1540 504 g0 76 7). WINDOW SILL PLATESt
6' 2310 762 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS.
8' 3081 1016 10' 1270 2x4 WALL SILL PLATE (FLAT)# 1-PLY FOR OPENINGS lP TO 4'1 AND 2-PLY FOR CIPENYNGS UP
36'
10' ,3851 1270 12' 1524 2x6 WALL SILL PLATE (FLAT), i-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO '9.
12• 4621 1524 14' 1778
14' '5391 1778 7). CATHEDRAL CEILINGS
160 1
6161 2032 16' 2032 TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED
. AND ANCHORED ON TOP OF THE BEAM OR SLOPE CO�N"+ECTI�S SHALL BE ATTACHED T A
RAFTERS 0 16. OC N.T.S
. " RAFTER TO RIDGE ALM THE OVEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE
MIN. NAIL SPACING FOR Rte' SHEATHING a/ R AND WALL SHALL BE THE SAME AS ABOVE REQUIREMtENTS.
NAIL SPACING AT NAIL SPACING AT INTERMEDIATE MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS
LOCATION PANEL SUPPORTS IN THE PANEL FIELD 8). A MINIMOF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL.
Pte- NAIL SPACING AT NAIL SPACING AT INTERM EIDIATE
LOCATION USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS
4' PERIMETER 6. O,C, 6' O.C. FPANEL EDGES SUPPORTS IN THE PANEL FIELD OTHERWISE NOTED.
EDGE ZONE 4, EDGE ZOO 6. D.C. 12' Q.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FDR LARGER OPENINGS
INTERN Zig 6. O.C. 12. O.C: - UNLESS OTHERWISE NOTED.
INTERIOR ZONE 6' O.C. 12. O.C.
GABLE END WALL- 4. O.C. 4' D.C.
RAKE 6 RAKE TRUSS ��ao ARc
TO MEET THE , MINIMUM UPLIFT REQUIREMENTS, "y0-
USE THE FOLLOWING USP BRAND DR APPROVED EQUAL METAL CONNECTORS �:Q
CDNNECTIDNS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY, N.
MINIMUM CATALOGUE DESCRIPTION LOAD CAPACITY MINIMI 9r '��s,��"•:�o
CATALOGUE DESCRIPTION LOAD CAPACITY FASTtERS NUMBER
FASTENERS i.F aF •ri�`"�
NUMBER
T VERTICAL. MEMBERi (2) 3/4x3-1/2 BOT. S RTIC RAFTER-TD-WALL STUD TY-DOWN ANCHOR 585 lbs, RAFTER 6 STUDS (6) 8d C
BOLT 0 DATE."11-25-13
ADS5 H13LDMVN ANCH� 4000 tbs. 0 SILLi (1) 3/4x5-1/4 ANCHOR BOLTS 5 tbs. RAFTERL STUDS C9) 10x1- c` EACH M A U R I RESIDENCE
S I D E N C E
BOLT T RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 110
BOLT TO VERTICAL MEMBERS (2) 7/8x3-1/2 BOLTS PLATE• C4> lOd Cob TAILS 1135 CALVES NECK
TDX6 H3L.DDOWN ANCHOR5100 tbs. BOLT TO SILLi 7/8x6-1/8 ANCF BOLTS RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 tbs. RAFTER AND PLATE, (5) 8d LS EAC
RAFTERi (8) 8x1-1 S S O U T H O L D NY
KHST2 STRAP TIE 4220 tbs. (6) 5/8' DIABOLTS RT16 RAFTER-TO-TOP PLATE TY-DWN ANCHOR 950 lbs.
PLATES 8) 8d CO . NAILS A
KHST3 STRAP TIE 6180 tbs. (6) 3/4 DIA. BOLTS
C14) i0d C NAILS SPT44 6 6 STUD PLATE TIE 1070 lbs. PLATE AND STUDS C6) 16d N CHORNO ASSOCIATES
LSTAiB FLAT STRAP 1055 tbs. PLATE AND STUDS (12) lox 1�'2 � S ��h� _
LSTA30 FLAT STRAP
1670 lbs. (22) 10d COMMON NAILS SPTH4 L 6 STUD PLATE TIE 1470 tbs.
SOUTHOLD, NEW YORK
CIENERAL CONSTRUCTION NOTES
NAILING SCHEDULE As PER PRESmwTIVE DEsm mm 1996 sBC mw WIND EDITION w= FRAM- c m i nj :T,
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
ALL NAIL SPACING IS RASED AT 16. O.C. SPACDNG. ANY OTR SPACING OR DIF FMEN T APPLICATIOiS, THE Cl'�1TRAC'T�
i vE1► TETTE >E 11Y IR" /1YM T FLOW SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTIM OF THE WOOD FRAMING FOR PROPER APPLICATHN
AM
Lon Cao CATo�r Zvi TMP. _ ROOF FRAMING ROOF SHEATHINGS TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS,
45 Lam. FT. TO WAVY *jn �
�o WAM ifJITIQ�G LOCIIT3O AT Mon E> i rt TIO: _
QTY. TEt
1 TO !I'EET THE LIVE LOAD TOP 'LATE W VALLr 4-Cd fdl�4F`TER 4 ed VM'C!I - sic � Z= a 61= d t XW =
THESE DOCtrWITS HAVEEd f�9Tfa a FOS ftem �I
CRITERIA Wil. REFER TO SECT. R30i.4 / R3" OF N.Y.S. RESIDENTIAL CIMISTRUCTION CODE TO TOP' KATE W WAW 4-W JWT ALt- l 9 TM g
*Mj GE WnED 1A
CEILING SHEATHING,
vFCN - Sze up Ion.
ALL RDMUF;C Sl r 40 PSF Ovae PAerrrrmII W= - s� LAP IM& pT1r.WSW W. NOTES
v ae . FM" THESE 14OTES ARE OILY TO W SCHEDULE MMS Y.
TO MC'3 m N4 C" - S2C Do MAIL
To e - Md EI® IbM►B. WALL SHEATHINGM 1). For roof sheat�hk wlthIn 4 feet of the ter of the roof, Inctuaft 4 feet on each of the roof peak,
EXTERIERthe 4 foot perimeter edge zone attnchr+errts required stall be used
SF mv TO PAFTDt e - 1" cmem Do NAML OTY. ZPACM _
tTEuc`Tus,�t. �
PER TAYl.E Ir2�Tabulatemember d 12 Inch with 424Q 9, the r�o►Il spacing shalt ralt spacing assurtes sheathing dreduced to 6 b�w�hes �h G�49�
PAc Ls %N - s�C ram np
.t
WALL FRAMING= � IV I= � 3). Tabulated 4 Inch o.c. ncJl spacing assumes sheathing to rafter / utas frarft hth G)0 % For
GYPSM framing members with Q42<M49, the nail spacing shalt be reduced to 3 inches ex.
HAL MAILASSET LED AS PER N.Y.S. RESIT ITIA �L CIMISTRUCTION CODE. . oTY. NotTM= v ur CLC
FIELD
RFFER TO THE FMjj3V S FOR ADDITIONAL FASTENER RE S, TW 7W PLATE _ � ,M sna PAMa Mem , FLOOR SHEATHING, TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADSI
SSTD 10-99 Standard for Hurricane Resistant Construction TW PLAM AT _ � FNZ NAR .EwT OTY. tPACO1G TI� LOCA AT PIE'@CL Ei Es TIS PAIL. ltaTEs
7-M aRE1/ISED F 1 7-93, Design Lancia for Bu4la raps and Other Structures STO - lie) E41 FACENAII. i• OR CONN 61 MQ 41 E>" ZOM� a 6' d e OL IOfT�i a FM rt=
WEALM TU I= FACE Min= ,�.
HEADER lid EDfaES IIAZL
NOTESi
GENERAL CONSTRUCTION NOTES: "'"'� T° �' " '� e� '�"'
PEMt M-At� NAn. THESE NOTES ARE Oi�.Y TO REFERRED TO IF
L The Information on the set of construction is he related to bask design DMS Jaw� •- � � � D IN SCHEDULE NOTES ONLY.
Ment and framing det&R& They are Intended ns n �, nota FLOOR FRAMINGt i). Nailing requb�ements are basest or► wall sheathlr>og
for generally accepted good builel�ng practice and compliance with current New York nalted 6' on-center at the panel edge. If wag sheathing NOTES
State buidhg cods. The General Contractor Is r4r for proviabrigui standard JMNT 2ESCFXq= NOTES is nailed 3' on-center at the panel edge to obtain higher THESE
corwstruKtion al Calls and procea "es to e►ssire n profesclonally finished, structurally oTY. FM TUL shear copactties, no�itirg requirements for structural RTES ARE ONLY TO DE TO IF IN E NOTES Q"6.Y.
s ounal and Weatherproof completed product. TMD' PLATE oe "im TD ed .Iq�ST Is►II. members shall be dotMed, or alternate connectors, U. For well sheathing within 4 feet of tinct corr►srs, the 4 foot zone o rat requ!remeants shall
2. DM
That Contractor Is re a for ensurlg that nU work and construction TO ao¢sT e - M such as shear' plates, shall be used to maintain load path. be used
meets current feal~rol, state. county and local cows. a►rnd regulntior�es, etc. 2)EACH TM . VMen watt sheathing Is continuous over connected
These colts are to be conn red as part of the spec Ifkatkwo for this bulking and MACKMTo .I� e - EIS rob nembers,the tabulated rox4wr of nails shalt be permitted 2). Tabulated 12 inch o c. nail spacing ns ohsathing attached to stud frou 6 I with
should be to even if they are h vnriarnce with the plan. EAM TM to be reduced to! - 16d malt per foot. W0.49. For framing members with 0.42fGf, the mall spacings .shad be reduced to 6 Ir+ct+es oc.
TD
3. ions
shall take t over scale drawings Ido not scale draw'Igs). �- M TOP PLATE - lid Mme- 3). For exterior panet sldng, galvhlzed box rafts shall be to be for common malls.
EACH FACE
TO MAN - � JMST N OW L.
4. Than has not been for construction supervision and assumes no 3W OTTE=
rezponr�llty for construction coord!Mting smith these plasms, nor re ty for TO mm 3 " � J= MAIL
construction means, methods, mss. s , or , or for safety Effia jam KA EM
precautions and programs In connection with the work. There are no warrantiers for a TO .�sT - � .AzsT tAAtL
spe%0 Jfic use expressed or I lied In the use of these plans. 1= Jum To
Sa.L 10 TOP RATE FOOT tID1 E�
Refer to flow
plans, @"�"°r `�` ' and L exterior mar �1e for GENERAL FRAMING NOTES
types anal sites of and exterior doors.
6.Genoral Contractor is to ernsure that masonry and fireplace construction meets or L Untess otherwise noted, ming all framaterial to be #2+111M Doug Fir.
all manufacturers specifications and appticub`e cods. 2. , „,ells, celtings and rafters to be !6' = unless otherwise noted. GENERAL DECK & PORCH NOTES GENERAL HVAC SYSTEM NOTES
7. General Contractor to consult and coord»nte with the owner for alt built h Items fire-bloddnV where applicable,
such as booiccas�ts, shelving, pantry. closets, trim. etc. �. Unless atherwlse noted, all framing material to be 41 ACG pressure L tl�rchnnknl subcontractor is responsible fora to nU a►Ippllcable
3. Unless other noteds alt bearing watt headers to be min. 2-0y 2AUmted lumber. cosies and safety requb events.
8. Vied fond requ6^ed conwxnctions shall be taken into account during c All headers to have naiequate bear lg on each end or as specified.
The Wtr�al protection gape should be reviews prior to starting, �. Girders for floor joists to be min. 2-ply 2x10 unless otherwise noted. 2. HVAC subcontractor io to fully cooroEIna►te all system data and vnwlvts
4. All flush beam / headers to be Installed with heavy duty galvanized �"�"s shall be either bolted to posts w/ 1/2' d"a. galy. bolts or with the equipment suppl2r.
GENERAL FOUNDATION N 0 T E S s. Provide Getvantted "s and anchors where applicable to allto
anchored onto concrete pier.
,joists to beams ,3. Joists to have btockft O 8' O.C. d Contractors owner provide fsupplier for inal system tryout firrftdrat re and approve.
L Geeneral Contractor i Mason to review plans, elevation and details to determine 5, Double up floor ,joist under watts that run parallet to floor ,joist anal
intended is of floor(s) above typfcat under bathtubs. Floors getting ceramic tete shall be verified for toad capacity. 4. All ledgers attached to house to have n flashing barrier, lapping
Ibel-dr the siding, between the house and ledger. Ledger shall be
2. All footing to rest on and!irl bed (vftW soil. 6. Provide blocking / brid&g In floor joists R 8' O.C. Use solid blocking bolted to buvlld!ng with !/2' dia. Galvanized bolts.
I Provide i/2' expansion joint material, between concrete stabs and abuttlg in floor joists under ail bearing walls. .5. All footN for posts and piers to be 4' below grade. Piers shad
concrete or masonry walls occurlg In exterior or unheated Interior areas. 7. Provide Insulation baffles at cave vents between rafters. Install draft blocking lextencl a nk of 6' above grade.
__4._Any_new concrete welts Ix:Ig attached to existlg Of any) concrete s�rI=to 6. At framing material to have appropriate galvanized hangers and
be installed with 04 re-bar, W long @ 12' CM Use approved epoxy for Installation. g, Unless otherwise noted, Roof and Watts tohave a min. 4-ply 1/2' F s.
s, teles: Otherwise noted, all interior stabs on ascii to be 2500 psi.concrete eXte kw- '�°` g gradin plywood. Plywood to `over over plates and headers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES
d to be 3500 psi coconcrete9. Unless o noted, 3/4' T1AG Fin or Advantech plywood to be adhered
Exterior slabs on
grade to ,joist w/ PL400 adhesive and screwed to floor joists for sub flooring. Finished L All water supply, drainage and venting to be as per N.Y.S. L All electrical to be as per N.Y.S. ResWentlat Construction Code,
sand or gravel fill with 6x6 wire rash re�rtf&v*q Interior slabs to be placed on 6 mil. floor to be Installed over as per ma nufacturers Instructions. ntial ion Coen
2. All electrical cork shoal be urnaterwriters approved
polyethylene vapor barrier. Foundation Stab to be a pk*vjm of 3-1/e thick. 10. All bathroom walls to have 1/2' moisture resistant sheetrock. Garage Walts 2. Verify septic system with En&wwr for Suffolk County Health
6. Provide eornwt space with one @x16 Inst loon foundation vent for every 150 square and ceEh /8'gs to have 5Type-X sheetrock. Unless otherwise noted, rest of Department approval. 3. Smoke detectors to be located throughout as per Section R317 of
buadY* to have 1/2' regular sheetroek. All sheetroek to be taped and finished. KM Residential Construction Codi. Prove a mI of i Carbon
feet of area
3. If watt studs, plates or ,joists are cut out during installation for Detector In banal 0
IL Alt roofs with a pitch of less that *12 shalt be Installed with Ice t Water Barrier any pturA ft related work, provide adequate bracing and plates
7. Provide nhbmum 11 'x24' access to crawl space arim or approved equal. to protect and secure the structure. Verify with the state code
and manufacturers r tion for maximum hole size and
8. Dnmpproof exterior of fourndatlon with bitunfrmrnas coating as per section R406 of la SO motes to be pressure treat" Use with At gasket and
Y.S. codT. A 6-ma polyethylene f6m shall be applied over thee below grade portion approved equal termite shad. Plates to be anchored to foundation � permitted.permitted.permitted.N.
of exterior foundation walls prior to bockfRtlrg P&69.m i/g• c7' tong anchor bolts 0 6' D.C. and w/1 1' of ends and corners.
9. Drainage to be provided as per section R403 of N.Y.S. residential casks
DATE: 11-25-13
ARERc
MAURI RESIDENCE
' \�� �. �• stip 'j• ,
1135 CALVES . N ECSC
LU�� SOUTHOLD • NYA-7
o �o
pFs,.E� . CHORNO Atr4C1A4
arthitects.
(�/ SOUTHOLD, NEWYORK