HomeMy WebLinkAbout40503-Z Town of Southold 10/4/2016
A P.O.Box 1179
C3
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38562 Date: 10/4/2016
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 535 Meadow Ln., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 116.-2-20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/26/2016 pursuant to which Building Permit No. 40503 dated 3/3/2016
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:
ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH, AND TWO WOOD LANDINGS TO AN
EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Hearn,Russell
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40503 09-22-2016
PLUMBERS CERTIFICATION DATED 09-21-2016 George J. Berry Jr
ut rized Signature
TOWN OF SOUTHOLD
x BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
.. SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40503 Date: 3/3/2016
Permission is hereby granted to:
Beardsley, Carolyn ( t1f4A,r n l
C/O Ruth Beardsley V
820 Litchfield Tpke
Bethany, CT 06524
To: construct additions and alterations to an existing single family dwelling as applied for.
At premises located at:
535 Meadow Ln., Cutchogue
SCTM # 473889
Sec/Block/Lot# 116.-2-20
Pursuant to application dated 2/26/2016 and approved by the Building Inspector.
To expire on 9/2/2017.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $705.60
CO -ADDITION TO DWE G $50.00
Total: $755.60
Building Inspec o
l'orm leo 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TONVN HALL
765-1 S02
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:
I 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.ofwatersupply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certitying that the solder used in system contains less than 2/10 of'l% lead.
5. Commercial building,indttstrial building;multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning;Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling;$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.001l--
Date.
New Construction: Old or Pre-existing Building: X (check one) 1 -
Location of Property: 03 E5 M e��,ne- C o+cG qoe,
House No. Street liamle� t
Owner or Owners of Property: l �lc� L Qn—) _
Suffolk County Tax Map No 1000,Section ___Block Z Lot 20
Subdivision _ Filed Map. Lot:
Pen-nit No. �cJ(J� Date of Permit. Applicant:, �l -�j �Yj- a
Health Dept. Approval: _ _Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate _^ r Final Certificate:_� (check one)
Fee Submitted:$
(1-
Applica rgna tyre
®��pE SO(/P�,®l
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 ® �o roger.riche rt(cD-town.southoId.ny.us
Southold,NY 11971-0959
l�Cowl
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Hearn
Address: 535 Meadow Lane City: Cutchogue St: New York Zip: 11935
Building Permit#: 40503 Section: 116 Block: 2 Lot: 20
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electric License No: 3897-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph 200A Heat OIL Duplec Recpt 63 Ceding Fixtures 16 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 15 Smoke Detectors 4
Main Panel 200 A/C Condenser 1 Single Recpt 1 Recessed Fixtures 31 CO Detectors
Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances DW Dryer Recpt 2-30 Emergency Fixtures Time Clocks
Disconnect 200 Switches 61 Twist Lock Exit Fixtures TVSS
Other Equipment: 2- Combination Smoke/CO Detectors, 4- Paddle Fans, 4- Exhaust Fans.
Notes:
Inspector Signature: Date: September 28, 2016
0-81-Cert Electrical Compliance Form.xls
We
Town Hall,53095 Main Road ® Fax(631)765-9502
P.O.Box 1179 ��® �®� Telephone(631)765-1802
Southold,New York 11971-0959 •l�
ID
BUILDING DEPARTMENT 2
TOWN OF S® OLID SEP
B�IlITGDEpT.
TOWNUFSOU.OLD
CERTIFICATION
Date:
Building Permit No. .
Owner: d�p�lrlx
(please print)
Plumber: G�
(please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumb e)
Sworn to before me this
dayof , 20j
1A A
Notary Public, JU County
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2a
OF SOUIyOIo
• ��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) �[ ELECTRICAL (FINAL)
REMARKS:
DATE g ��" INSPECTORT(
S A M U E L S &
S T E E L M A N D
0 CT - 7 2016
October 4, 2016
gtnDING DEPT-
Southold Building Department
T®VVN OF S®UTD®LD
Town Hall Annex
Main Road
Southold, NY 11971
Re: THE HEARN RESIDENCE
535 Meadow Lane
Cutchogue, NY 11935
SCTM # 1000-116-02-20
Building Permit#40503
Dear Building Inspector,
The Garage at the Hearn Residence was insulated with R-13 in the walls and R-19 in the
ceiling. The Garage is an unconditioned space and will not be heated or cooled and as a
result the insulation is not required as per NY State Energy Code. It has also not been
included in the Res-check as submitted.
If we can answer any question, please do not hesitate to contact us.
Sincere ,
Samu s and St 'man Architects
" pF JAEW YoR
an t an, R.A. �QCV.STE 4/k
cc:Jaso eonard �
z 90$
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01
D
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE,NEW YORK 11935
(631)734-6405
FAX(631)734-6407
rjf s 0
cou
TOWN, OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION —
I
AST ROUGH PLUMBING
FOUNDIATION
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:
C-0 '�"f�' vg�
24-
DATE,— — INSPECTOR
coulm,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1,802
N-SPECTION
VI OUNDATION IST ROUGH PLUMBING
U
fleFo0UNDATION-2ND ] INSULATION
] FRAMING / STRAPPING ] FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLAT N CAUn
REMARKS:
f A
v
DATE , I NSPECTOR
rAf s 0
cou
-TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST ROUGH PLUMBING
[ ] FOUNDATION 2ND INSULATION
FRAMING /STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY lNSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
] CODE VIOLATION CAULKING
REMARKS:
L
u
DATE - INSPECTO
fjf so
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION I ST krli-OUGH PLUMBING
NDATION 2ND INSULATION
RAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) E"L- TRICAL (FINAL)
CODE VIOL [vrCAULKING
R E M A R K S: 7,10, -
DATE 496/l/3' X:�o— INSPECTOR 2 L-
I A
OE SO(/j�,ol
� o
COUMY,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 4ST , [VJ UGH PLUMBING pvG
[ ] FOUNDATION 2ND [INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOL ION [ ✓]eAULKING
REMARKS:
DATE INSPECTOR '"'�
OF SO(/lyo�
H O
O � �
�ycou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ FINAL #
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
t97//.3 Ile
DATE INSPECTOR
�pE SOUry
o�'�OOUM'I,a�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLRG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 5rn#Z & ���1^' li � r�� =s . 091�
eWlsrd ,
lxN'c-� Lo Iv
1'
DATE �y. �,ri,J INSPECTORf
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
IF6WN BALL Board of Health_N6_
9OUTHOLD,NY 11971 --4 sets of Building Plans
EEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
;outholdTown.NorthFork.net PERMIT NO.i 10 Check
Septic Form
C N.Y.S.D.E.C. NA
Trustees
C.O.Application
Flood Permit
Examined 20 O� Single&Separate UA
2( 3 D
...._ Storm-Water Assessment Form_��
l/ fl8 26
6 Contact:
Approved ,20 Mail to: pp
Disapproved a/c SUIL TW DEPM
Phone: 6, J–-7:54–f.,,4-8S—
Expiration__q
20_r,3– 7/7
utlding spec or
APPLICATION FOR BUILDING PERMIT
Date r�, 25 220 1(o
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance'or-has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,'the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code,hou ing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
.Signa applicant/or name,if a corporation)
/
(Mailing address of applica ) r1 j35
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises ��n �6a rye
(As on the tax roll or latest deed) I I
If applicant is a?orporation, signature of duly authorized officer
a;
LIZ •rt
(Name;dnd�title of corporate officer)
Builders:License Ro.
Plumbers License'o.
r, ";
Electricians.Licen§e No.
Other Ti,d76's-.Licehse No.
c:
1. Locati6, of:f and on which pr posed work will be done:
�
�-0 ._, [ , e-pw Lan& c
House Number Street Hamlet
County Tax Map No. 1000 Sectiona� Block Z Lot 20
Subdivision Filed Map No. Lot
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy emale. P51mil"
b. Intended use and occupancy ��� I� r5�
Nature of work(check which applicable):New Building Addition_ Alteration__
Repair Removal Demolition Other Work
(Description)
Estimated Cost-Ad
' e n`I(T'o.b-ie paid on filing this application)
If dwelling,number of dwelling units � 4 Number of dwelling uuitsl on each floor
If garage, number of cars 2 ; ,�n �'
If business, commercial or mixed occupancy, specify iia , nd�exxtent of each type of use. NA
Dimensions of existing structures, if any: Front ���`� d�IZear'`' 7 7' Depth. �i�
Height 17-6°' Number of Stories f
Dimensions of same structure with alterations or additions: Front Rear �3
Depth 347`- I " _Height /7'/I'' Number of Stories
3. Dimensions of entire new construction: Front , hear Depth —'
Height — Number of Stories —
�. Size of lot: Frontf e G��' Rear AS—,e)-�i° Depth Inn
10. Date of PurchaseJD!5� 7o Iq5 Name of Former OwnercYc �ta
11. Zone or use district in which premises are situated k-fd[o
12. Does proposed construction violate any zoning law, ordinance or regulation?YES _NO
13.Will lot be re-graded?YES NO_,A_Will excess fill be removed from premises?YES NOX�
14.Names of Owner of premises kull5cre{- rrAddress ®lour Phone No.
Name of Architect Address fE�a-xr �"r``h---5 hone No �Jl-7
Name of Contractor Address�� Phone No.
11935
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X _
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NOS
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are-there any covenants and restrictions with respect to this property? * YES--NO_____
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the appkcant o
(Name f individual signing contract) above named, 0 y N
3 ;c •-
(S)He is the c 0
(Contractor,Agent, Corporate Officer, etc.) toLU
c T,`►'
O, of
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and *&;plication;
that all statements contained in this application are true to the best of his knowledge and belief; and that the W&16vuf�'11•%ec
performed in the manner set forth in the application filed therewith. Z o 0� w
O z H
y } o r
Sworno before me tho`
day of 20\1 011
x
Notary Public Signature of Applicant
r
BOARD MEMBERSSouthold Town Hall
Leslie Kanes Weisman,Chairperson ��®�so Southold
53095 Main Road a P.O.Box 1179
�O Southold,NY 11971-0959
Eric Dantes B Office Location:
Gerard P.Goehringer @ Town Annex/First Floor,Capital One Bank
George Horning `ate 54375 Main Road(at Youngs Avenue)
Kenneth Schneider COU NT`t,� Southold,NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel.(631) 765-1809-'Fax(631)765-9064
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF FEBRUARY 18,2016
ZBA FILE# 6915
NAME OF APPLICANT: Russel and Susan Hearn
PROPERTY LOCATION: 535 Meadow Lane, Cutchogue,NY SCTM# 1000-116-2-20
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 12,391 square foot parcel located in an
R-40 zone. The property runs 140.62 feet along Meadow Lane; 100 feet on the South side; 118.03 feet on the West
side; and 102.52 feet on the North Side. North of the property is the North Fork Country Club's golf course. The
parcel is improved with an existing 1 story frame house and 1 car attached garage. All is shown on a site plan by
Nancy L Steelman,Architect dated December 3,2015.
BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building
Inspector's December 7, 2015 Notice of Disapproval based on an application for building permit to construct
additions and alterations to existing single family dwelling, at; 1) less than the code required rear yard setback of
35 feet, 2)more than the maximum code allowable lot coverage of 20%.
RELIEF REQUESTED: The applicant requests variances to construct additions and alterations with a rear yard
setback of+/- 25 feet where 35 feet is required and a total lot coverage of 22.56 percent where a maximum of 20
percent is permitted.
ADDITIONAL INFORMATION: At the hearing a representative from the North Fork Country Club testified that
stray golf balls sometimes land on the applicant's property and that the applicant should install high impact glass
on the windows on the North side of the house.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on February 4, 2016 at which time written
and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
w
Page 2 of 3—February 18,2016
ZBA#6915—Hearn
SCTM#1000-116-2-20
1. Town Law&267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes and one
golf club. The proposed additions are characteristic of other residential properties in the neighborhood in scale,
design, and setbacks.
2. Town Law X267-b(3)(b)(2). The benefit sodght by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. A portion of the existing residence and deck is within the
35 foot rear yard setback line. By reusing the existing deck, the setback is established for the new screen porch
addition. The existing lot coverage of 17.61% would only allow an additional 309 square feet to be added to the
existing structures on the property and remain conforming. The additional lot coverage being proposed is minor
and cannot be achieved by any other feasible method than a variance.
3. Town Law 4267-b(3)(b)(3). The variances granted herein for the proposed rear yard setback is mathematically
substantial, representing 29% relief from the code. However, the ZBA previously granted this property a 25 foot
rear yard setback for an open air deck in ZBA file #4207. The variance granted herein for the proposed lot
coverage is not mathematically substantial representing 9%.
4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a covered porch and enlarged attached garage while preserving and protecting the
character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Dantes , seconded by Member Schneider, and duly
carried,to
GRANT, the variances as applied for, and shown on the Architectural plans and site plan and prepared by Nancy
L. Steelman dated December 3, 2015 and labeled SP1;EX1; 1; and 2.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
Page 3 of 3—February 18,2016
ZBA#6915—Hearn
SCTM#1000-116-2-20
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board.• Ayes:Members Weisman (Chairperson), Schneider, Dantes, Horning. Member Goehringer was
absent. This Resolution as duly adopted(4-0).
Leslie Kanes Weisman, Chairperson
Approved for filing //G� /2016
1
Scott A. Russell STOIKAWWATIE]k
SUPERVISOR, MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Boic 1179
53093 Main Road-SOUTHOLD,NEW YORK 11971
Town ,of Southold
CHAPTER 236 - STORMWATERMANAGEMENT WORK SHEET
( TOBE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVF, ANY OF THE FOLLOWING:
Yes N6 (CHECK ALL THAT APPLY)
A. Clearing, grubbing, grading or stripping of -land which affects more
than 5,,000 square feet of ground surface.
❑ B. -Excavation or f illing involving more than 200 cubic yards of material
within any, parcel or any contiguous area.
'[]jq C, Site preparation on slopes, which exceed 10,feet vertical, rise to,
100 feet of horizontal distance.
❑ :1D. Site,:preparat ion within 1.0.0;feet-of wetlands, beach, bluff or coastal
,erosion hazard area.
El(0 E. Site;preparation-within -the one-hundred-year f loodplain.as depicted
on FIRM Map
ap of any watercourse.
j
EIPI F. Installation of new or resurfaced` impervious surfaces of 1,000'square
feet or,-more, unless .prior approval of, a Stormwater Management
Control Plan was received' by the Town and the proposal includes
in-kind replacement of impervious surfaces.
Iffyo-u answered NO-to all of the questions above, STOP! Complete'the,Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number!, Chapter 236 does not apply'to your project.,
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to.the,Building Department wit9—your Building Permit Application.
CM
T
. . . 1000 Date.
APPLICANT. (Property Owner,Design Professional,Agent,Contractor,other)'� S. District
NAME oz, 20
Section, Block Lot
034
FOR BViLbiNQ QEkRTMENT;USE ONLY'"
Contact,hiforinm-
atio
in
r
trate H��
Reviewed By: JA 7)
- - - - - - - - - - - - - - - - - - - U
'Property Address,%Location'of Construction Work:, - - - - -
Date6Q__,:R_(RJ4
- - - - - - - - - - - -
Approved for;processing Building Permit.
rl,25�5 tV61AQL1-2L_-_;Lhe, Stormwater Management Control Plan Not Required:
-
coh-joclo� 4IN-r- 11935 'Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM # 'SMCP__TOS MAY 20l4__
e� S�
SI�/ryo ,
Town Hall,Afinex Telephone(631)765-1802
54375.1%1[ain Road '
CA (631)765- 5Q
P.O.Box 1179 G • roger richert A"'o tgo ny us i
Southold,NX 11971-0959BUMDING
RTNEW
TOWN OF O
APP•LICATION FOR ELECTRICAL INSPECTION
t
REQUESTED BY. 1366 ! Date:
Company Name:
,Name:
License No.: _
Address:
Phone No.: 4' _ S— --
JOBSITE INFORMATION: (*Indicates required information)
*Name: 5 ,-
*Address: 3 S �e4t�o L�►�e� � - /��'
'Cross Street:
'Phone No.: ®'j
0
Permit No.:
rax-Map District: 1000 Section: - Block: Lot:
'BRIEF DESCRIPTION OF WORK(Please Print Cleariy)
Please Circle All That Apply)
'Is job ready for inspection: YES/ NO Rough In Final
Do-you need a Temp Certificate: NO
"ernp Information • ded)
Service Size: QJPhDase 3Phase 100 150 20 300 350 . 400 Other
New Service: Re-connect Underground Number of Meters Change of Servi Overhead
►dditlenai Infor ation: PAYMENT DUE WITH APPLICATION
S24tequest for lnspebuon Form �. ��
r.
7-,
y.
TOWN OF SOUTHOLD 'pk0P9RTY RECORD CARD
Z, 0 :: //6 - ,) --,)0 - -
OWNER STREET VILLAGE DIST. SUB. LOT
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FORMER OWNER E ACR.
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Cb F K;+' '� TYPE OF BUILDING
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KES.21 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS jv 151 AVI
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AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
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Woodland
Swampland FRONTAGE ON WATER
Brushlond FRONTAGE ON ROAD v a, Z 4Y,
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ounclation Dinette
Rooms I st Floor__
ecrection Rc Rooms 2nd.Floor
S A M U E L S &
S T E E L M A N
February 25, 2016
Southold Town Building Department
Town Hall Annex
Main Road
Southold, NY 11971
Re: HEARN RESIDENCE
535 Meadow Lane
Cutchogue, NY 11935
SCTM # 1000-116-02-20
This project includes the addition and renovation of an existing single family residence.
Attached documentation includes the following:
1. Building Permit Application
2. Four (4) sets stamped Construction Drawings
3. Storm Water Management Work Sheet
4. Zoning Board of Appeals Variance
5. REScheck 4.6.2 Compliance Certificate
6. Application for Certificate of Occupancy
7. Check for $250.
Please review the enclosed and get back to us with any questions. If application is
complete, please prepare a BUILDING PERMIT, and contact my office with a total fee
for same.
Sincerely,
Sam Llels and Ste f an Architects
ancy Sean, R.A.
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE,NEW YORK 11935
(631)734-6405
FAX(631)734-6407
S A M U E L S &
S T E E L M A N
April 15, 2016
Southold Building Department
Town Hall Annex
Main Road D
Southold, NY 11971 D
Re: THE HEARN RESIDENCE APR 2 1 2016
535 Meadow Lane
Cutchogue, NY 11935 BUILDING DEPT.
SCTM # 1000-116-02-20 TOWN OF SOUTHOLD r
Building Permit #40503
Dear Building Inspector,
Please find a revised REScheck Compliance Certificate for the Hearn Residence. The
revisions include subsituting R-15 high density batt insulation in the existing 2x4 walls in lieu
of the R-19 spray foam. As noted in the Compliance Certiifcate, compliance is "22.4% Better
than Code.
If we can answer any question, please do not hesitate to contact us.
Sincergly,
SW,, e
an Architects
N .A.
Enclosure
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE,NEW YORK 11935
(631)734-6405
FAX(631)734-6407
OF SO(/r�,®�
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959
olyCOU�,��
September 22, 2016
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Jason Leonard
41425 Route 48
Southold NY 11971
Re: Hearn, 535 Meadow Lane, Cutchogue
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy.
NOTE: Plans need to be amended to show R-19 in ceiling and R-13 in walls for garage
Application for Certificate of Occupancy. (Enclosed) I
V Electrical Underwriters Certificate. OyL �'1�-2_ 501.2 _ �v- 9 f 2q
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (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 — 40503 —Additions/Alterations
25235 Main Road,
Cutchogue NY 91935 Samuels : Steelman
(631) 734 6405 Architects
Fax (631) 734 6407
OL
--TPJWM
Ta Btdcft Fnm Nancy Sbaehrum
Addmn-., Tom of Soadlrold Dabw Ocftb wAly 2M6
Face&6317654M
Ree Heann Residence OP##40003
thgent x For Rov w a Cavinwit ( MOSG Reply
Description:
Letter as requested by Building Inspector
Lett me know if you have any questions.
Nancy Steelman
Z /T 'z0va LOV9 VEL T€9 gTu0-TFZ UMUT99-4S I sT9nuuuS wa Tb= ZT 9TOZ'60 'gDO
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N/0/F ;
NORTH FORK COUNTRY CLUB
SURVEY OF PROPERTY
(N 89'42'10" E DEED) SITUATE
10" TREE 6" TREE CUTCHOGUE
S 9°42' 10" E ,3" TREE 102.52' tirTREE
v °
16" TREE-&-,u, 13" TREE--P1," TREETOWN Of SOUTHOLD
PIPED 18" TREE 12" TREE ° °° SUFFOLK COUNTY, NEW YORK
24" TREE 20" TREE- $"C, TAX NO. 1000-116-02-20
O24' TREEN ° SCALE 1"=20'_NOVEMBER 4, 2015
24" TREE GL24" TREE V APRIL 29, 2016 LOCATED FOUNDATION
18" TREET9 AREA = 12,931 sq. ft.
4 0.297 ac.
; POUR E EFD2.1' O1FOUNDg1jO� 9" TREE 3` cs ' CERTIFIED TO:
G� o RUSSELL A. HEARN
SUSAN A. HEARN
f�
342,• 63, �; v FARM CREDIT EAST, ACA
SAFE HARBOR TITLE AGENCY LTD.
FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK
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ffEfDl���� QQ"QQ' 04USD0P3/E ° �`® N.Y.
. . Lic. No. 50487
DOFF v $ TTHIS
UNAUTHORIZED ALTERATION ADDITION
THNathan Taft Corwin III
O IS SURVEY IS A VIOLATION OF
_ •p I SEC71O7209 OF THE NEW YORK STATE
EDUCATION a N v v COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor
LO ° THE LAND SURVEYOR'S INKED SEAL OR
O CEMBOSSED SEAL SHALL NOT BE CONSIDERED
w TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS.
ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS.
A ^- y IS PREPARED,AND ON HIS BEHALF TO THE
.�\\JI �J1 TELE COMPANY, IO USMED HE AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout
////Y`J': LENDING INSIRUESN UBTE HEREON,AND
TO THE ASSIGNEES OF THE LENDING INFER PHONE (631)727-2090 Fox (631)727-1727
MION.CERTIFICATIONS ARE NOT TRANSFERABLE
THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT HARING ADDRESS
S 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
REScheck Software Version 4®6.2
Compliance Certificate
Project HEARN RESIDENCE
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5750 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
535 Meadow Lane Russell&Susan Hearn Nancy Steelman
Cutchogue, NY 11935 60 Locust Ave. Samuels and Steelman Architects
East Moriches, NY 11940 25235 Main Road
Cutchogue, NY 11935
631 734 6405
nancy@samuelsandsteelmanarchit
ects.com
I
I
. .
Compliance 23.7%Better Than Code Maximum UA: 396 Your UA• 302
The%Better or Worse Than Code Index reflects how close 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
GrossArea Cavity Cont.
Perimeter
Floor 1: All-Wood J oist/Truss:Over Unconditioned Space 1,561 19.0 7.0 0.035 55
Floor 2: All-Wood joist/Truss:Over Unconditioned Space 254 19.0 7.0 0.035 9
Floor 3:All-Wood joist/Truss:Over Unconditioned Space 122 19.0 7.0 0.035 4
Ceiling 1: Flat Ceiling or Scissor Truss 1,561 30.0 7.0 0.028 44
Ceiling 2: Cathedral Ceiling 375 30.0 7.0 0.027 10
Wall 1 East Elevation:Wood Frame, 16" D.C. 564' 19.0 7.0 0.041 18
Window 1:Wood Frame:Double Pane with Low-E 12 0.300 4
Window 2:Wood Frame:Double Pane with Low-E 12 0.300 4
Window 3:Wood Frame:Double Pane with Low-E 7 0.300 2
Window 4:Wood Frame:Double Pane with Low-E 7 0.300 2
Window 5:Wood Frame:Double Pane with Low-E 10 0.300 3
Window 6:Wood Frame:Double'Pane with Low-E 10 0.300 3
Window 7:Wood Frame:Double Pane with Low-E 10 0.300 3
Window 8:Wood Frame:Double Pane with Low-E 15 0.300 5
Window 9:Wood Frame:Double Pane with Low-E 15 0.300 5
Window 10:Wood Frame:Double Pane with Low-E 15 0.300 5
Project Title: HEARN RESIDENCE Report date: 02/25/16
Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Hearn\CONSTRUCTION Page 1 of 2
DOCUMENTS\Energy Calculation\Energy Calculation.rck
,I
i
CavityCont.
Ass�pfnbly. or
U-Factor UA
Door 1: Glass 19 0.300 6
Wall 2 North Elevation:Wood Frame, 16" o.c. 49 19.0 7.0 0.041 1
Door 2: Glass 21 0.300 6
Wall 3 North Elevation:Wood Frame, 16" o.c. 206 19.0 7.0 0.041 5
Window 11:Wood Frame:Double Pane with Low-E 15 0.300 5
Window 12:Wood Frame:Double Pane with Low-E 31 0.300 9
Window 13:Wood Frame:Double Pane with Low-E 15 0.300 5
Window 14:Wood Frame:Double Pane with Low-E 15 0.300 5
Wall 4 North Elevation:Wood Frame, 16" o.c. 69 19.0 7.0 0.041 1
Door 3: Glass 40 0.300 12
Wall 5 West Elevation:Wood Frame, 16" o.c. 564 19.0 7.0 0.041 18
Window 15: Wood Frame:Double Pane with Low-E 6 0.300 2
Window 16: Wood Frame:Double Pane with Low-E '6 0.300 2
Window 17: Wood Frame:Double Pane with Low-E 6 0.300 2
Window 18: Wood Frame:Double Pane with Low-E 11 0.300 3
Window 19: Wood Frame:Double Pane with Low-E 11 0.300 3
Window 20: Wood Frame:Double Pane with Low-E 11 0.300 3
Window 21:Wood Frame:Double Pane with Low-E 6 0.300 2
Door 4: Glass 78 0.300 23
Wall 6 South Elevation: Wood Frame, 16" o.c. 226 19.0 7.0 0.041 9
Window 22: Wood Frame:Double Pane with Low-E 13 0.300 4
Compliance Statement: The proposed building design described here is onsistent with the building plans, specifications, and other
calculations submitted with the permit application.The proposed builds has been d s gned to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck V4atr-
Project
d to om I with the mandatory requirements listed in
th REScheck Inspection Checklist.
l
a e- itl Title: HEARN RESIDENCE Report date: 02/25/16
Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Hearn\CONSTRUCTION Page 2 of 2
DOCUMENTS\Energy Calculation\Energy Calculation.rck
I
i
RESchec,k Software Versi®n 4.6.2
Compliance Certificate
L��L�ObL�
Project HEARN RESIDENCE a D
Energy Code: 2010 New York Energy Conservation APR 2 1
Location: Suffolk County, New York
Construction Type: Single-family
Project Type: Addition BtMMiNG DEPT.
Climate Zone: 4 (5750 HDD) TOWN OF SOMOLD
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
535 Meadow Lane Russell &Susan Hearn Nancy Steelman
Cutchogue, NY 11935 60 Locust Ave. Samuels and Steelman Architects
East Moriches, NY 11940 25235 Main Road
Cutchogue, NY 11935
631 734 6405
nancy@samuelsandsteelmanarchit
ects.com
``�f��Fb�f�',t��,.z..�::L�'��t".�_`„"��� ��I„��°•�1;:¢gl:.:�."a: �a�;?ac .;. `i ��.._ , g; :�• S •6 �3, .. ,�.. `
Compliance-22.4%o Better Than Code Maximum ILIA- 397 Your UA: 308
The%Better or Worse Than Code Index reflects how close 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
•
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,561 19.0 7.0 0.035 55
Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 254 19.0 7.0 0.035 9
Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 122 19.0 7.0 0.035 4
Ceiling 1• Flat Ceiling or Scissor Truss 1,561 30.0 7.0 0.028 44
Ceiling 2: Cathedral Ceiling 375 30.0 7.0 0.027 10
Wall 1 East Elevation-New: Wood Frame, 16" D.C. 157 19.0 7.0 0.041 5
Window 1• Wood Frame:Double Pane with Low-E 15 0.300 5
Window 2:Wood Frame:Double Pane with Low-E 15 0.300 5
Wall 1 East Elevation-Existing: Wood Frame, 16" D.C. 407 15.0 7.0 0.048 15
Window 1.Wood Frame:Double Pane with Low-E 12 0.300 4
Window 2: Wood Frame:Double Pane with Low-E 12 0.300 4
Window 3: Wood Frame:Double Pane with Low-E 7 0.300 2
Window 4• Wood Frame.Double Pane with Low-E 7 0.300 2
Window 5: Wood Frame:Double Pane with Low-E 10 0.300 3
Window 6. Wood Frame:Double Pane with Low-E 10 0.300 3
Window 7:Wood Frame:Double Pane with Low-E 10 0.300 3
Project Title: HEARN RESIDENCE Report date: 03/30/16
Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Hearn\CONSTRUCTION Page 1 of 2
DOCUMENTS\Energy Calculation\Energy Calculation--revised.rck
Cavity brit
Assembly or U-Factor
Perimeter
Window 8:Wood Frame:Double Pane with Low-E 15 0.300 5
Door 1: Glass 19 0.300 6
Wall 2 North Elevation-Existing: Wood Frame, 16" o.c. 118 15.0 7.0 0.048 3
Door 1: Glass 21 0.300 6
Door 2: Glass 40 0.300 12
Wall 3 North Elevation- New:Wood Frame, 16" o.c. 206 19.0 7.0 0.041 5
Window 1. Wood Frame:Double Pane with Low-E 15 0.300 5
Window 2: Wood Frame:Double Pane with Low-E 31 0.300 9
Window 3: Wood Frame:Double Pane with Low-E - 15 0.300 5
Window 4: Wood Frame:Double Pane with Low-E 15 0.300 5
Wall 5 West Elevation-Existing: Wood Frame, 16" o.c. 397 15.0 7.0 0.048 16
Window 1:Wood Frame:Double Pane with Low-E 6 0.300 2
Window 2:Wood Frame:Double Pane with Low-E 6 0.300 2
Window 3: Wood Frame:Double Pane with Low-E 6 0.300 2
Window 4:Wood Frame:Double Pane with Low-E 11 0.300 3
Window 5:Wood Frame-Double Pane with Low-E 11 0.300 3
Window 6:Wood Frame:Double Pane with Low-E 11 0.300 3
Window 7:'Wood Frame.Double Pane with Low-E 6 0.300 2
Wall 5 West Elevation-New: Wood Frame, 16" o.c. 167 19.0 7.0 0.041 4
Door 1: Glass 78 0.300 23
Wall 6 South Elevation-Existing: Wood Frame, 16" o.c. 226 15.0 7.0 0.048 10
Window 1: Wood Frame:Double Pane with Low-E 13 0.300 4
Compliance Statement. The proposed building design described here is sistent with th ilding plans, specifications, and other
calculations submitted with the permit application.The proposed buildi has been esig ed o meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Ver ' 4. and to co ply wit the mat
a datory requirements listed in
th RES heck nsp ction Checkl'st.
ewli �&� - - jeI(
ame-Tit a Si a re Da
Project Title: HEARN RESIDENCE Report date: 03/30/16
Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Hearn\CONSTRUCTION Page 2 of 2
DOCUMENTS\Energy Calculation\Energy Calculation--revised.rck
REVISED:
IT E DN' A TA
SCTM # 1000-116-2-20
PROPERTY: 535 Meadow Lane
Cutchogue, NY 11935
µ - OWNER: Russell & Susan Hearn
.. .. , ... „ ,,. 60 Locust Ave.
.-_ East Moriches, NY 11940
SITE: 12,931 SQ. FT. = 0.297 AC.
N/0/F AREA
r KATHERINE R. CASE LOT ALLOWABLE: 2586 SF (20%)
L c „ .._, P s ., a"�
rr'' `,,E „i-;,"•r. .P,. __ -
_ COVERAGE: EXISTING: 2,278 SF 1 7.61 /
- 22.56
%
YG;i PROPOSED: 2918 SF
r ° ` ATI
ZONING: R-40
- �- 5T G CONCRETE STAIRS AND
�~ cy Corwin BRICK PAVERS TO BE REMOVED SURVEYOR: Nathan o (n to tA Q
N/0/F 1586 Main Road z k=O >_
Jamesport, New York 11947
TRUSS PLACAH®If�G REQUIRED1 i S.03' NOR TH FORK License # 50467 O 3
a." ..I `.. ,.. N 13"01 '40" E
p r,<c, r_ " ' -- +6.2 CO UNTR Y CL UB Dated: November 4, 2015 W
+6.8 Z
Lt,'.,E�_•C�/? C�RTIFICATiON• tree
00 Q
(ar,t t_i:=AD CONTENTBEFORE N/O/F iv c
CERTIFICATE OF OCCUPANCY t L'J i,1311�G p z
J
SOLDER USED IN WATER ` -� MINI
��t'�.;� r.., °'rEsi 4= HEIDI S. GOODOFF o EXIST. DECK TO BE REMOVE v o Cp
SUPPLY SYSTEM CANNOT �. . L%j UA I U% ,a m MADmok
?--0
° j-fy � ®tree Q
.- m
EXCEED Z)0 Cr 1 c j Y '-'' Q EXISTING PLANTS T {{ �' \'-
LU
Z - Z REMAIN - PROTECT 1- 1a ' \� ® W
c� DURING CONSTRUCTION N North
Q — est
.I }- O — 1�' �� Fork `'reek `' _
X — X v Country "�� Q
�E m m ILLI w �n �1D to Club \ \\ �—
pp 0[[ M � � lu � .�p,R� own
"' "" ``r'' EXISTING AG CONDENSER TOB G '; Creek ITE
v ,y
x �, S
z � -c� Z
TO Cir?TER 23u �
REPLACED WITH NEW IN SAME p Q O
Gr TI IL TG'v'�'�� CUu�,
LOCATION OOR >r✓,� ' •'y k" � �
FUTURE OU �. � ?�y y % ,> X Yx>� x ,
SHOWER F ��,.,X, icy' X > k y� r % roe
I Po tN r
REMOVE PLANT MATERIAL I ;` : Q
AS REGU I RED VERIFY WITH —L ee fir; ew Suffolk Ave > W
OWNER — 0 tree
NEA AOOn O
10' STAIRS
SIDE Great Peconi&� B '
EXIST. 5GI<EEK YW/ _
YARD PORCH TO dL
REMOVED ,e> V
SETBACK EX I e I NG ,x
h
';x,>.; tree•; XISTING TREES TO
I STOR`I' FRAME HOUSE
� ,>', REMAIN - PROTECT ()
4 6ARA6E DURING CONSTRUCTION
tee TYP I GAL
I ,q' PROP05ED y x
LIVING RM >.
EXIST. I ADDITIONK;,v
BUILDING ',y.`
I 'x; GARAGE DITION e St G�Y I 4tree
_ ^ _ __ NEA AOOD
— —I to ( STAIRs 0 tree
NEW ELECTRIC Mt=TER ON—-"_ �''
.ILD I NG -
ADD NEW FILL AND TOPSOIL T I —— trely x, 2'f ' NOTE: EXIST. TREES SHOW��i
LEVEL NEW DRIVEWAY AREA I EXTEND EXIST. P ��� -
.; ; � � ;�' ARE TO REMAIN 06 z'
I OIL FILLER W, s
NEN I ASPHALT I EXISTING PLANTS TO >. a
= QZ Q Jam. aOn
DRIVEWAY I REMAIN - PROTECT r
ts)
/ I I DURING CONSTRUCTION — Q El
tree w J. °�W z 3
I > I I - NEW UNDERGROUND '— -� F= ?- !=_ * Z
I I Ld La
PROPANE TANK c(1 I- M a N
' IQ z � .
W
x I < 0 111 W. " " -
(�/ 1 U M
NEW UNDERGROUND ELECTRIC,—, �` I . � EW 60" WIDE WALKWAY, 2" THK � jam, � � a �" " `°
LINE AND GAN FROyt UTILITY 1 IL
I BLUE STONE ON MORTAR BED ON 4" tree N N N.
POLE TO BUILDING EXIST. ASPHALT
1 I DRIVEWAY TO BE THK GONG SLABI Al 101fo 6x& MM Nv
S 13001 '40" W I
o
I. I REMOVED EW LIGHT FIXTURE AT EXISTING tree
140 ' -1.4+ g.0+
0 0 l S 13°01 '40" W EW UINDERGROUND WATER 140.62
tree
'W OF
VV Z I EXISTING L INE FROM WATER METER tree
o � METER TO BUILDING
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NEW ASPHALT SHINGLE ROOF XIST. CHIMNEYON NEW 2X8 R.R @ 16" OC Y
ON 1/2" PLYWOOD SHEATHING
4 15# ROOFING FELT
kI2 EPS ASPHALT SHINGLE ROOF �ROJETO. 1519
...... MATCH ON NEW 2X8 R.R @ 1611 00
ON 1/2" PLYWOOD SHEATHING DRAWN BY:
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UT
CHECKED BY:
ALUMINUM GUTTER
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DATE: 852016
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SHEET TITLE:
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TOP AND 130 VC K 1 IT-- :2x4 a I(oll O.o. Pi/ R-15 BATT
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REMOVE ALL EXIST. AD 5HINC7LE5 INSULATION T�rPICAL
a as mill olmes RAPER TO SHE&,THINC-2 ELEVATIONS
1.1--A QwwoI=96 (61' EXP4
op ON i5# 5uiLviN67 "PER. —LINE OF SLAB BEYOND PC STAIR
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PREFAB RIDGE VENT
W ROOF STRUCTURE BUILT ON
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ROOF PITCH TO IDGE BEAM TO BE CONTINUOUS
MATCH EXISTING
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2-2X10 RIDGE W OVERHANG DIMENSIONS AND
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TREATED P DATE:
I W #5 RE BA 12" LONG ® 24" Or, 5T G FEBRUARY 8,2016
# DRILLED A MORTARED 6" INTO GARAGE SCALE:
EXIST CONIC LAB AND EMBEDDED SLABIN I U N=M LA7iC SLAB 3/8" = 1'-0"
GRADE :�k • SHEET TITLE:
/ / / / �:• //\//\//\//\//\//\//\//\//\//\ \ INSULATION
NEA �I
FTG 36" BELOW GRADE / : \\/\\/\ \\//\�\//\\//\\//\\//�\\//\\// - / / \ \/\ EXISTING
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\\ \\ \\ \\ \\ \\ \\ I\ C \\ \\ \ SHEET NO:
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ELEVATIONS
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M. BATHROOM M. BATHROOM
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7 ELEVATION S 9 SHEET NO:
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/ FEBRUARY 8 2016
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WAIN5COATING
SHEET TITLE:
INTERIOR
ELEVATIONS
IELEVATION
18 SCALE: 1/2"=1'-0"
PER IT & BID SET
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS H07 � 105-0-7 NEST MONTAU�G �IGt�J�IAY CAMP STRUCTURAL RSV I�J�l BY STEVE MARESGA PE
FOR WALL OFEN I NG PROTEGTI ON OF 120 MPH S-SECOND Yell ND GUSTS TON BATS, NY 110146
( MAXIMUM MEAN ROOD ��I C��T: S�I) � SIMPSON LSTA - 20 GAGE PHONE OE 651 X28 cf 480
RIDGE STRAP - ALL ROOF RAFTERS
USE/OCCUPANCY
z ° N V EW1E a EACH 0F STRAP. CLASSIFICATION
IN • . DESIGN CRITERIA :
I ICE SHIELD UNDERLA)MENT S I N6LE FAM I LY RESIDENTIAL
SHUTTER ASSEMBLY 1 REQUIRED - 24 FROM EDGE
DESIGN IN ACCORDANCE WITH AMERI GAIN
N.T.S. oil' ` FOREST PRODUCTS WOOD FRAME
FOR PANEL SPANS: O < 4'0 WIDE SPAN ° I HEIGHT CON5TRUOTPRESCRIPTIVE OMETHOD N MANUAL FOR I + 2 FAMILY HOUSE
23/32 (3/4 ) APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1
(OVERLAP AROUND OPENINGS 4'9 I 1 HURRICANE CLIPIU USE
OF S5'_0" MAXIMUM
ASSEMBLY: 1.' I I SIMPSON H3 GROUND SNOW LOAD - 45 PSF.
FIRST LEVEL - 40 PSF. L.L.
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I
#10x3" (w/ WA5HER5) GALVINIZED OR 5TAINLE55 STEEL I I LIVING AREAS - 40 PSF. L.L. mi
WOOD SCREW a 16" O.G. I SIMPSON H2 HURRICANE
BEDROOMS - 30 PSF. L.L.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I CLIP NAILED. FROM
RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH Z OO
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) I I TYPICAL ALL RAFTERS
MACHINE BOLT a 12" O.G. �� 1 5 - 6d NAILS EACH END R S I D NG SEISMIC DESIGN CATEGORY - B O
` � 1 WEATHERING - SEVERE � W
APA RATED PLYWOOD TO PROVIDE 861 COMMON FR05T LINE DEPTH - 36" Q Z
1 e EXTEND TO TOP OF TOP NAILS ® 4" O.G. AT
` \ I PLATE' EXTERIOR E06E OF ALL TERMITE - MODERATE TO HEAVY >
\ ; SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT O
GONVENTIONAL LI&HT FRAME HOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES z W
1 CONSTRUCTION uj
_
I
II I O
ULTIPLE SECTION ASSEMBLY:
1 I 11 1/4" THICK BOLTS a 2' 00 Z
GENERAL NOTES a
I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
I 1 1 1 1 ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DE5I6NED AND BUILT IN ACCORDANCE Z
1 I I I 1 BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. O uj
1 PLYWOOD 5HEATHIN6 CONSERVATION CODE, AND LOCAL AUTHORITIES.
I 1 I 1 I TO OVER LAP BOX 14. THI5 STRUCTURE HAS BEEN DESIGNED IN
SEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I'-
I 1 I I I I I SIMPSON MST2'7 MINIMUM 28 DAY 5TRENGTH OF 3000 P51 CONSERVATION CODE. 0 0
1 1 I 1
11/2" WIDE - :20 &A&E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
1 ( I METAL STRAP ®48" OC. ~
LARCH STRUCTURAL GRADE #2 OR BETTER.
CHANGES PRIOR TO AND DURING CONSTRUCTION.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL
Ih. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
DOUBLE TOP Q
SHUTTER AS'S E M B LY I I I ( 1 11TAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. ()
N.T.S. I 1 I I I I STUDS I6 O.C.oGPLATE PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
FOR PANEL 5PAN5:4' OR YVIDER SPAN I q, ' I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER.
1 1 I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I 1 1 VERIFIED BY CONTRACTORS) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
(OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP AND OWNER.
2x4 STRONG-BACKS ® 24" OG 1� IoJ - AROUND SILL PLATE .4 - 861 NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS
AT ANCHOR BOLT FOUNDATION HAS BEEN DE5I6NED FOR A SOIL la. DO NOT BACKFILL AGAINST FOUNDATION WALLS
ASSEMBLY: I I I I SIMPSON MST2'7 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE.
I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 1 1/2" WIDE - 20 GAGE LF-55 THAN 5%. CONTRACTOR SHALL VERIFY THAT
1 METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
5TAINLE55 STEEL WOOD SCREW ® 12" O.G. I,r' CONCRETE SLABS TO BE COMPACTED TO c15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE
56 NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA.
#10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL
WOOD SCREW ® 1611 O.G. "c ''
"' ' 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR h?; 2 x 6 SILL PLATE
SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY Z.
#10 TEE NUTS ATTACHED TO BLDG. w/ #1 Ox I-1/2 ( W/ WASHERS) AGQ TREATED. NEW YORK STATE BUILDING GORE.
'?
BY TRIPLE UPRIGHTS. ALL HEADERS TO BE
MACHINE BOLT a 12 O.G. :,i �� •'' Lo
" ` '` MINIMUM OF 2-2x8 OR A5 5HOAN ON DRAWING.
SEE FOUNDATION DW6. `' yrs,;, N o g
FOR DESIGN. "; ,.: . 5/8" x 12" A.B. ®48" 0G. 22. ANY ALTERATION REPAIR, ADDITION OR CONVERSION TO
:.•-;.:�-°y Y^1/ FENDER WASHER. J p
•,..;�:�^'.r 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT y a o M
WINDOWS - GLAZED OPENING .-: �f o 3:
PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W J• W Z x
Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED = W• 5 W
PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. a N
IN ACCORDANCE WITH LARGE M 1551 LE TEST OF
ASTM E igab AND OF ASTM 1886. AND DECKS ETC.. W• N
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 GORES ALSO APPLY TO ACCESSORY r
IN LIEU OF THE ABOVE MENTIONED WINDOW5. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. Q F-•
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGEN N DOORS TO BE RATED FOR 120 MPH. WIND LOAD
ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPrRVISION OF
PANELS TO BE MAINTAINF-1; ON SITE. SHALL COMPLY W/N1'550 CHAPTER #2304.x.6
LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE
AND LOCAL ZONING AND BU I L.D I NG GORE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
{ L. 's
NAILING SCHEDULE FRAMING NOTES
TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 411
4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR11 '�' ���5=�-�
o BETTER. o.c. EXTERIOR EDGE5 AND 6 d ® 12 ox,. 1 .
INTERMEDIATE. ,D
SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES /
h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" ll. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
RAFTER/TOP PLATE 3-861 (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. PROJEC O: 1519
0 (,10 O CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL 5UDFLOORING TO BE APA RATED 5TURD-I-FLOOR,
CEILING JOIST/PARALLEL RAFTER 7-1661 (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DRAWN BY.
CEILING JOIST LAPS OVER PARTITION 7-I6d (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT
COLLAR TIE/RAFTER 2-861 (ea. end 1-1/4" stirop) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
&ABLE ROOFS BLOGKING/RAFTER 2-8d (TOE NAILED) 1 TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS
4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED
e ('10 RIM BOARD/RAFTER 2-16d (END NAILED)
WITH DOUBLE UPRIGHTS, cf'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) CONNECTIONS. DATE:
? " o TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A X
MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
STUD/STUD 2-Ibd (FACE NAILED) SCALE:
h HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-SEAMS AND LVL NTS
TOP or BOTTOM PLATE/STUD 2-1661 (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
0 o 51-011 O.G. MIN. PROVIDE 2 SPACE FOR AIR SHEET TITLE:
look o 4,45 BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
o Fw w BRIDGING/JOIST 2-5d (TOE NAILED) (0. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
n
GABLE ROOFS BLOCKING/JOIST 2-5d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A 51NGLE 1 3/411 NOTES &
BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) -1. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
0 o <, 0 DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
o< o <,50O Io < 45 LEDGER STRIP/BEAM 3-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
Io J015T ON LEDGERBEAM 3-861 (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS
PROVIDE 8d COMMON NAILS a W O.G. BAND JOIST/JOIST 5-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
AT HIGH PRESSURE ZONE - 6" O.G. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY
HIP ROOFS AT INTERIOR PORTIONS of ROOF - TYP. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
0 o PLYWOOD ROOF DECKING 56 @4" O.G. EDGE5, ®.8" O.G. FIELD "TECO" OR APPROVED EG2UAL.
I o < o ('50 STRIP SHEATHING Sd (ONE/RAFTER) GALVAN I ZED MACHINE BOLTS @ 12" O.G.. SHEET NO:
PROVIDE 8d NAILS 0 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd ®4" O.G. EDGE5, ®G" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5.
PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d @6" O.G. EDGE5, @112" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
NOTE : a = 4 FT. IN ALL GASES
SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT AND CLADDING PRESSURE ZONES
ALL EXTERIOR NAILS SHALL BE GALVANIZED. GON5TRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.