HomeMy WebLinkAbout38952-ZFS
Town of Southold Annex
P.O. Box 1179
54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
1/30/2015
No: 37405 Date: 1/30/2015
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 50 Oak Ave, Southold,
SCTM #: 473889 Sec/Block/Lot: 77.-2-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/2/2014 pursuant to which Building Permit No. 38952 dated 6/10/2014
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
alterations and addition including covered entry porch, to an existing one family dwelling as applied for per ZBA
#6475, dated 6/15/2011.
The certificate is issued to Vail III, George & Vail, Mary
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 1/22/2015
38952
1/6/2015
(5�4p'00&
TOWN OF SOUTHOLD
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 #: 38952 Date: 6/10/2014
Permission is hereby granted to:
Vail III, George & Vail, Mary
PO BOX 159
Cutchoque, NY 11935
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
50 Oak Ave.Southold
SCTM # 473889
Sec/Block/Lot # 77.-2-7
Pursuant to application dated
To expire on 12/10/2015.
Fees
6/2/2014
and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $513.20
CO - ADDITION TO DWELLING $50.00
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property:
House No. Street Hamlet
Owner or Owners of Property: � 0
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. 9 %2--- Date of Permit. Applicant:��—
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ —�
cant Signatu
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone
Telephone (631) 765-1802
Fax (631) 765-9502
roger. riche rt(a)town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Vail
Address: 50 Oak Ave City: Southold St: NY Zip: 11971
Building Permit #: 38952 Section: 77 Block: 2 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Peconic Electric License No: 43457 -me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement
Commerical Outdoor X 1st Floor
New Renovation X 2nd Floor
Addition X Survey Attic
INVENTORY
Service Only
X Pool
Hot Tub
Garage
Service 1 ph
200a
Heat
Duplec Recpt
18
Ceiling Fixtures
3
HID Fixtures
Service 3 ph
Hot Water
GFCI Recpt
3
Wall Fixtures
2
Smoke Detectors
Main Panel
200a
A/C Condenser
Single Recpt
Recessed Fixtures
22
CO Detectors
1
Sub Panel
A/C Blower
Range Recpt
Fluorescent Fixture
Pumps
Transformer
Appliances
2-dw
Dryer Recpt
Emergency Fixture
Time Clocks
Disconnect
200a
Switches
17
Twist Lock
Exit Fixtures
TVSS
El
Other Equipment:
1-wirlpool bath, 1 -exhaust fan, 1 -oven, -1 -cook top, 1 -paddle fan
Notes:
Inspector Signature: Date: Jan 6 2015
81 -Cert Electrical Compliance Form.xls
pF SOUT�o�
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631) 765-1802
Fax(631)765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Building Permit No. 98 9 5L
Owner: Geo rqey0 I
(Please print)
Plumber: S rad Rcf-u c l )
(Please print)
lead.
Date: 1 C'2Z Il S
I certify that the solder used in the water supply system contains less than 2/10 of I%
(Plumbers Signature)
Sworn to before me this Z2 - ,O
day of� Y'Vk , 20
Vx
Notary Public County
CONME D. BUNCH
Notary PubNc, State of New York
No. OI BUS185M
QueNffed M &dfdk County
ComMMW Eom A0 14, �Ll 6
3 89sL
TOWN OF SOUTNOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION iST [ ]ROUGH PLUMBING
[ ]DATIO
ING / NG
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7
[ ]FIREPLACE & CHIMNEY [
I ]
FIRE RESISTANT CONSTRUCTION [
[ ]ELECTRICAL (ROUGH) [
[ ]CODE VIOLATION [
REM'AiTKSi
w
DATE
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
] ELECTRICAL (FINAL)
] CAULKING
INSPECTOR
0
0
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC * N
I FOU ION I ST [ TROUGH PLUMBING
T ION 2ND
I
FRAMING / TRAPPING
E & 'CHIMNEY
FIRE RESISTANT CONSTRUCTION
ELECTRICAL (ROUGH)
CODE VIOLATION
INSULATION
FINAL
FIRE SAFETY INSPECTION
FIRE RESISTANT PENETRATION
ELECTRICAL (FINAL)
CAULKING
DATE -INSPECTOR
SOUryo
cOUNT1,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [
[ ] FOUNDATION 2ND [
[ ]
FRAMING/ STRAPPING [
[ ] FIREPLACE A CHIMNEY [
[ ] FIRE RESISTANT CONSTRUCTION [
[ ] ELECTRICAL (ROUGH) [
[ ] CODE VIOLATION [
] ROUGH PLUMBING
] INSULATION
] FINAL
] FIRE(FINAL) INSPECTION
] FIRET PENETRATION
]
CAULKING
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEI
] FOUNDATION 1 ST
] FOUNDATION 2ND
]
FRAMING/ STRAPPING
] FIREPLACE & CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
REMARKS:
TION
[] R GN PLUMBING
[ INSULATION
[ ]FINAL
[ ]
FIRE SAFETY INSPECTION
I ] FOIE RESISTANT PENETRATION
[ ]ELECTRICAL (FINAL)
[ ]CAULKING
DATE / f INSPECTOR
pF SO(/r�o�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1 ST
] FOUNDATION 2ND
]
FRAMING/ STRAPPING
] FIREPLACE A CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
[ ]ROUGH PLUMBING
[ ]INSULATION
[ ]FINAL
I l
FIRE snFerr INSPECTION
Flee RESISTANT rENernnnoN
ELECTRICAL (FINAL)
[ CAULKING
REMARKS:
ep
DATE � � �� INSPECTORS
as
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION I ST
FOUNDATION 2ND
FRAMING/ STRAPPING
FIREPLACE & CHIMNEY
FIRE RESISTANT CONSTRUCTION
ELECTRICAL (ROUGH)
CODE VIOLATION
RFMARKS!
ROUGH PLUMBING
I UL
FIN
FIRE TFINSPECTION
FIRE RESISTANT PENETRATION
ELECTRICAL (FINAL)
CAULKING
DATE —INSPECTOR
0
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-pnitcowwrve
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
L
] FOUNDATION 1ST
] FOUNDATION 2ND
]
FRAMING/ STRAPPING
] FIREPLACE & CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
EMARKS• �� � - - G
DATE
[ ] ROUG PLUMBING
[ ] 1 LATION
[ FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (FINAL)
[ ] CAULKING
INSPECTOR.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Examined
Approved
20
PERMIT NO., � OR SC
Disapproved a/c
Expiration (' , 20_:
BUILDING PERMIT APPLICATION CHECKLIST
Building Inspector
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans.
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Single & Separate
Storm -Water Assessment Form
Contact:
Mail to:
Phone:��"
APPLICATION FOR BUILDING PERMIT
Date 2 , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if corporation
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
I;"
Name of owner of premises
If applicant is a corporatiowsign
i 7_97,-' %
-!e4 1 30'- Zii�ri
(As on the tax
of duly authorized officer
(Name and title of corporate officer)
Builders License No. 'T .jrL9:�l r'r-P %
Plumbers License No. ' (
Electricians License No.
Other Trade's License No.
'A % 4/__
or latest
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section
LS VrNII 1
id 2
D ,,.�� DT OLD
7 Block 152 E—' Lot G%
Subdivisiorl4:::�i" !�i c lPi5 7/1 7-e s- Filed Map No.
2. State existing use and occupancy of premises and intended use and
a. Existing use and occupancy X141<6 r-
b. Intended use and occupancy �,o / ,
l l 7 Lot �6,�'r� v 1 7 l
of proposed construction:
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost Fee
5. If dwelling, number of dwelling units rJti e -
If garage, number of cars
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Fr �t'r4� S 7/Rear �3 7
7
Height 4/ z4 Number of Stories / %
Depth 0C,
Dimensions of same structure with alterations or additions: Front 7,'- 4 6• 4- Rear 44 4 -
Depth 4 Height z -f ` Number of Stories ]VOL
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 65� / -1 ¢ Rear '? 'Y-- Depth / --it- C1
10. Date of Purchase 3// -Name of Former Owner eV / e-- 2: o rc e 4(<-
11. Zone or use district in which premises are situated ( ' ��� Z�751,e�-v
�-
12. Does proposed construction violate any zoning law, ordinance or regulation? YES VZNO
13. Will lot be re -graded? YES NO--ZWillexcess fill be removed from premises? YES -L NO
�495ortl f" IrM� 5�0' f7e-r/or-7
14. Names of Owner of premises (/fl / L Address G� rg5?q osd -r- Phone No. 6
Name of Architect 5 Z-Z4iv4', Address 5cjz--� Phone No
Name of Contractor ,,06 fe r' -rd Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESZ-N0
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITSAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES 1/ NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO I/
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
CONNIE D. BUNCH
Public, State of New York
�.ocn�n
Elw-
Owl (Contractor, Agent, Corporate Officer, etc.) NO' " I �---
Gluin Suffolk lk County I
Commission Expires April 14, :?��°
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 tobefore me this
day of 20
Notary Public
Signature of Applicant
James F. King, President
Bob Ghosio, Jr., Vice -President
Dave Bergen
John Bredemeyer
Michael J. Domino
April 17, 2013
���OE SOUTyT.
mol
® 4O {
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Mr. Garrett A. Strang, Architect
PO Box 1412
Southold, NY 11971
RE: GEORGE VAIL
50 OAK AVENUE, SOUTHOLD
SCTM# 77-2-7
Dear Mr. Strang:
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
The following action was taken by the Southold Town Board of Trustees at their Regular
Meeting held on Wednesday, April 17, 2013:
RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative
Amendment to Wetland Permit #7531 to construct an addition onto the existing
dwelling; and as depicted on the revised site plan prepared by Garrett A. Strang,
Architect, last dated on March 18, 2013 and stamped approved on April 17, 2013.
Any other activity within 100' of the wetland boundary requires a permit from this office.
This is not a determination from any other agency.
If you have any questions, please call our office at (631) 765-1892.
Sincerely,
James F. King
President, Board of Trustees
JFK:amn
'_````�pF SO(/r
John M. Bredemeyer III, President h�Vv y�.
Michael J. Domino, Vice -President
James F. King, Trustee
CA
Dave Bergen, Trustee 94 -
Charles
Charles J. Sanders, Trustee
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
CERTIFICATE OF COMPLIANCE
Telephone (631) 765-1892
Fax (631) 765-6641
# 1092C Date: January 30, 2015
THIS CERTIVIES that the construction of an addition onto the existing dwelling
At 50 Oak Avenue, Southold, New York
Suffolk County Tax Map # 77-2-7
Conforms to the application for an Administrative Amendment heretofore filed in this
Office Dated March 18, 2013 pursuant to which Trustees Administrative Amendment to
Wetland Permit #7531
Dated April 17, 2013, 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 construction of an addition onto the existing dwelling.
The certificate is issued to GEORGE VAIL owner of the
aforesaid property.
��Evl ='�
Authorized Signature
PERMIT
Under the Environmental Conservation Law CL
( Permittee and Facility Information
Permit Issued To: Facility:
GEGEORGE VAIL VAIL PROPERTY
50 OAK AVE1SCTM#1000-77-2-7
BOX 159
CUTCHOGUE, NY 11935-0159 SOUTHOLD, NY 11971
(631) 804-8996
Facility Application Contact:
GARRETT A STRANG -
ARCHITECT
PO BOX 1412
SOUTHOLD, NY 11971-0938
(631) 765-5455
Facility Location: in SOUTHOLD in SUFFOLK COUNTY
Facility Principal. Reference Point: NYTM E: 716.958 NYTM-N: 4547.298
Latitude: 41002'52-9" Longitude: 72°25'06.7"
Project Location: WATERCOURSE: GOOSE CREEK
Authorized Activity: Construct additions to existing dwelling and new shed and replace existing
concrete walkways with turf or pervious surface such as gravel. All work must be done in accordance
with the attached plans prepared by Garrett A. Strang last revised 4/15/11 and stamped NYSDEC
approved on 5/13/11.
Permit Authorizations
Tidal Wetlands -'Under Article 25
Permit ID 1-4738-01391/00005
Effective Date: 5/13/2011
New Permit
NYSDEC Approval
Expiration Date: 5/12/2016
By acceptance of this permit, the permittee agrees that the permit is contingent upon strict
compliance with the ECL, 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 BROOK150 CIRCLE RD
STONY BOOK, NY 11790 -3409'
Authorized Signature: /-
t ,? ;'� 4L` x
V f Date
{- ` j Page 1 of 5
James Dinizio, Jr.
`Gerard P Goehringer
George Horning
Ken Schneider
L '70M
4 em
Office Location:
Town Annex /First Floor, Capital One Bank
54375 Main Road (at Youngs Avenue)
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 JUNE 15, 2011
ZBA FILE: 6475
NAME OF APPLICANT: George and Mary Vail
PROPERTY LOCATION: 50 Oak Ave. (Pine Ave. and Un -named Street), Southold, NY SCTM 1000-77-2-7
SEORA 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.
SUFFOLK COUNTY ADMINISTRATIVE CODE. This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated April 29, 2011, stating that this application is considered a matter for local determination as there
appears to be no significant county -wide or inter -community impact.
LWRP: This application has been reviewed under Chapter 268, Waterfront Consistency review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the
information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the
records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy
standards and therefore is CONSISTENT with the LWRP.
PROPERTY FACTS/DESCRIPTION. The Applicants' property is a non -conforming size 10,792 sq. ft. parcel in
the R-40 Zone_ The property has three front yards, with the northerly lot line measuring 94.17 feet along an
unnamed, unimproved street adjacent to Goose Creek. The easterly lot line measures 144.11 feet along the northern
end of Pine Ave. The southerly lot line measures 60.00 feet along Oak Ave., and the westerly lot line measures
140.00 feet along an adjacent, improved residential property. The Applicant's property is improved with a one and
a half story single family dwelling with non -conforming front and rear yard setbacks, and an attached garage. The
Applicants' driveway is directly accessed from Oak Ave as shown on the survey prepared by Nathan Taft Corwin,
III, LS dated October 26, 2010.
BASIS OF APPLICATION: Request for Variances from Code Article XXIII Section 280-124 and the Building
Inspector's April 6, 2011 Notice of Disapproval based on an application for building permit to construct additions
to an existing dwelling at: 1) less than the code required front yard setback of 35 feet, 2) less than the code required
rear yard setback of 35 feet, 3) lot coverage of more than the code required 20%, 4) Section 280-15 which requires
accessory structures to be located in the rear yard, whereas a shed is proposed in front yard location.
RELIEFREQUESTED: The Applicants propose to convert the attached garage area into livable space, and to
construct new single story additions such that there will be a total building size increase of approximately 423 sq.
ft. The Applicants seek variances to increase the degree of non -conformity of both the front and rear yard setbacks
as result of the new construction_ The Applicants propose a new 13 feet front yard setback, where a 19 feet setback
currently exists, and they propose a new 4.5 feet rear yard setback, where a 7.4 feet setback exists. The Applicants
seek a variance to increase total lot coverage from 18% to a non -conforming 22.5%, when no greater than 20% lot
coverage is allowed by -1 own Code. 1!re Applicants seek another variance to construct a lvu sq. n. sneo to oe
located in a non -conforming front yard area, instead of the Code required rear yard.
ti
ADDITIONAL INFORMATION: The Applicants provided information to the Board suggesting good faith intent
to utilize a site plan that limits any adverse impact of the additions and new shed upon their immediately adjacent
neighbors. There are no objections by the neighbors to the Applicants' proposed construction.
FINDINGS OF FACT/ REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on June 2, 2011, at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, an
assessment of the character of the neighborhood, and other evidence, the Zoning Board finds the following facts to
be true and relevant and makes the following findings:
1. Town Law 4267-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 Applicants propose modest sized, single story additions,
and a carefully located shed. Although the new construction will create an increase in the non -conformity of the
front and rear yard setbacks, and will also result in non -conforming lot coverage, the proposal is mindful and
considerate of the quaintness of the surrounding residential community.
2. Town Law §267-b(3)(b)(2). The benefit sought by the Applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than area variances. The Applicants' non -conforming property is relatively small,
with three front yards and improved with an existing single family dwelling with non -conforming setbacks.
No construction can occur without a variance. The shed will be located in a non -conforming front yard in order to
be situated in an area with the least obstruction to the neighbor's view towards Goose Creek.
3. Town Law 6267-b(3)(b)(3). The front and rear yard variances granted herein are substantial since they further
increase the degree of non -conformity to these already non -conforming setbacks. The increased lot coverage from
18% to 22.5% creates a new lot coverage non -conformity, but is not substantial when considering the relatively
small lot size of this property. The location of the new shed in a non -conforming front yard is not substantial when
considering that the property has three front yards.
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 has agreed to provide plantings to screen the shed from direct view from Pine Ave.
5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created, but is due to the pre-existing, non-
conforming size of this property, and the pre-existing, non -conforming building location, and the fact that this
corner property is situated such that it has three front yards.
6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of single story additions with non -conforming setbacks, increased lot coverage, and a
shed located in a front yard area, 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 Horning, seconded by Member Goehringer, and duly
carried, to;
GRANT the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin, III, LS dated
October 26. 2010 and the architectural drawings prepared by Garrett Strang, Architect, page SPI dated 4-8-11, SK8
dated 4-18-11 and Proposed alterations pg SKI dated 12-20-11 & Proposed alterations pg SK7 dated 3-8-11.
Subject to the following condition:
Conditions: -1 he shed shall oe screened from view atong rine give oy pianungs.
That Ae above conditions be written into the Building Inspectors Certificate of Occupancy, when issued.
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 given such as extensions, or demolitions which are not shown on the applicant's diagrams or
survey site maps, 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.
Vote of the Board Ayes: Members Weisman (Chairperson), Horning, Goehringer, Dinizio, Schneider.
This Resolution was duty adopte (S -0).
c
Leslie Kanes Weisman, irperson
Approved for filing 7
/// /2011
/��'//Iiry.
INC _} �,_".�
FA
Scott A. Russell,°SU,�
SUPERVISOR
SOUTHOLD TOWN HALL - P. O. Box 1179 n /J
s
53095 Main Road - SOUTHOLD, NEW YORK 11971 %4,*
55TO>WWWA\TEE,
1\\4A\NA, G 1EI\\1[)ENT
Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one -hundred -year floodplain as depicted
on FIRM Map of any watercourse.
❑ . Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the 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 with your Building Permit Application.
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) S.C.T.M. #: 1000 Date:
District
NAME:
P Section Block Lot
Contact Information:
nckph— N—W)
Property Address / Location of Construction Work:
FORM * SMCP - TOS MAY 2014
FOR. BUILDING DEPARTNIENT USE ONLY **'*
Reviewed By: s r
Date:
❑Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
❑Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
January 20, 2015
of SO(%o�
COO
of �
N�40UNTOf�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
George Vail III
11935
Re: 1910 Bay Ave, Mattituck
TO WHOM IT MAY CONCERN:
The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of $50.00.
Final Health Department Approval.
A-�P
lumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
/Trustees
Certificate of Compliance. (Town Tru t
ees # 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 — 38952 — Adds/Alterations
Telephone (631) 765-1802
Fax (631) 765-9502
%9-
REScheck Software Version 4, 5.0
Compliance Certificate
Project Addition to Vail residence
Energy Code:
2010 New York Energy Conservation
Location:
Suffolk County, New York
Construction Type:
Single-family
Project Type:
Addition
Climate Zone:
4
Permit Date:
Permit Number:
Construction Site:
50 Oak ave.
Southold, NY 11971
Owner/Agent:
George & Mary Vail
50 Oak Ave, Southold
P.O. Dox 159
Cutchogue, NY 11935
631-765-3614
gvail@optonline.net
Designer/Contractor:
Garrett Strang
Garrett A. Strang, Architect
1230 Traveler Street
P.O.Box 1412
Southold, NY 11971
631-765-5455
architect@quixnet.net
RA "t R 4 RP TIN;
X
h �. �. a�, +t..'3a-td�i�a.Jiray. e vm�i...u.`v:tHu,.u4 '^
a,. < .,... .. < . «v .... t a�. v�_
Compliance: 23.5% Better Than Code Maximum UA: 85 Your UA: 65
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.
Ceiling 1: Flat Ceiling or Scissor Truss 204 30.0 0.0 0.035 7
Wall 1: Wood Frame, 16" o.c. 580 30.0 0.0 0.049 24
Window 1: Vinyl Frame:Double Pane with Low -E
Door 1: Glass
Floor 1: All -Wood Joist/Truss: Over Unconditioned Space
44
38
204 21.0
0.310 14
0.300 11
0.0 0.044 9
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 4.5.0 �toco�Iy�w�lth �the mandatory requirements listed in
the REScheck Inspectio Checklist.
Name - Title S' ature Date
Project Title: Addition to Vail residence Report date: 06/02/14
Data filename: Untitled.rck Pagel of 1
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NOTE:
THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM
A SURVEY MADE BY NATHAN TAFT CORWIN MI, LAND SURVEYOR
JAMESPORT, NEW YORK DATED: OCTOBER 26, 2010
ALL ELEVATION AND COUNTOUR LINES ARE REFERENCED TO N.G.V.D.18
FLOOD ZON'R.-S FROM FM 36103COMH
SEPTE SER 25,2D"
.. ... .. ,, t. zr..� .. rs•a .. ;n .. .... .a .. .. ,: r <.. .. �.;, ,.. t' .Yr-n�e .j r. +rnwr.•rx �a cro.-.ws r.
,.. . Mr"�`. "',�a�'g- ., °`�.:'. "`y"i,c••�.-«..vp•R ,...•y+r, ':^7,,. r•a�a,•.,, +�cr. ve:r.:
RE R�
IAO,y�TF GAR REIT A. STRAN G
VP ,
architect
'- 1230 Traveler Street, P.O.Box 1412
011524524 4 Southold, New York 11971
/ �
sT4jE Of NEw y�� ph. 631 - 765 - 5455, fx. 631 - 765 - 5490
architect@quixnet.net
Crook
1!lil�
SITE DATA
pR-dJS.G'T
bl•YE-
SITE AREA
0.248 ACRES - 10,792 $0. FT.
TAX MAP NI
1000 -77 - 02 - 07
ZONING
R -
FLOOD ZONE
"X" i AE N. 7
WATER SUPPLY
SUFFOLK COUNTY WATER AUTHORITY
USE
EXISTING
SINGLE FA "'LY DWELLING
;.EXISTING DECK
WITH ATTACHEDAUXAGE....... _
PROPOSED
SINGLE FAMLY DWELLING
OWNER
GEORGS AND MRY VAIL
STORAGE SHED
P.O.BOX In
CUTCHOOUE, NY 1019M
EXISTING BUILDING AREA
HOUSE
1,449 $0. FT.
P DECK .
460 $0. FT.
ROOF OVER ENTRY
35 SQ. FT. -
-
PROPOSED BUILDING AREA
'EXISTING HOUSE
114119 so. F'1.
;.EXISTING DECK
460 $0. FT.
„ {.ROOF OVER ENTRY REMOVED
1 0 S(X FT.
!ADDITIONS TO HOUSE
423 SMIFT.
STORAGE SHED
100 SO.:FT,
2,432 SO. FT.
LOT COVERAGE
!, EXISTING
48.0%
PROPOSED '
22.5%
TITLE c "? " A L• ---r A-V- )N%7' r a �,J i6
To -VI-4 E.-
�/At V E,!:!�-7t:r,7 t -,r MG s -
LOCATION C7 A W-- Al-, / E• " LJ el
�u-r'HOI.
SCALERS I.14 -(w REVISED: = DRAWING No.
DATE
DRAWN BY
PROJECTNO. I O % 'L ( OF j
1 STEPS —.5—ZION- UNNAMED
zO F� 64
8f608'30
�E k� �)
&.Z � 94.17'
�
a'W. �. CONCH nLL
o /
O
O
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1 O
0 1
O
-9—t 1 WOC
J� 1 STET
`-UNDERGROUND 2,•,'
PROPANE
TEAK CAP 1 o a
�30� D/
CONC. &SLATE 1
o
e E K\
O 3 22.6'
L) p
Fil 7T U
5ENERATOR 1.0'
O OUTSIDE 1f��
SHOWER ONC.
DRAIN
n
13.8' N
O
in '?•GS
C< 1-1/2 STORY FRAME
V m HOUSE & GARAGE
EXTENSION 4.5'E. 2•9 �5%
a �IN4.4'
c G. FL. L,87
0 0
7cV lc4 24.6'
Nc
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WE METER
UTILITY POLE F`O11N6— � —
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N
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1�1 .A VF,' 1rTT T� . �.•.
A
SURVEY OF
LOTS 168 THRU 171 INCL.
MAP OF
GOOSE BAY ESTATES
FILE No. 1176 FILED NOVEMBER 18, 1934
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-77-02-07
SCALE 1 "=20'
OCTOBER 26, 2010
AREA = 10,792 sq. ft.
0.248 ac.
NOTES:
1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS:
F. FL. - FIRST FLOOR
G. FL. - GARAGE FLOOR
T. B. - TOP OF BULKHEAD
B.B. - BOTTOM OF BULKHEAD
T. W. - TOP OF WALL
B. W. - BOTTOM OF WALL
2. FLOOD ZONE INFORMATION TAKEN FROM:
FLOOD INSURANCE RATE MAP No. 36103CO166H
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
ZONAREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL
`' CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT
OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;
AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VAUD 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
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSn-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE L.I.A.L.S. AND APPROVED -AND ADOPTED
FOR SUCH USE BY THE"NEW.YORY, SPATE LAND
TITLE ASSOCIATION. � �'f + -z KI p�
ra:k� a
ti
<✓��, r57
\� LANO
N.Y.S. Lic. No. 50467
Nathan Taft Corrin III
Land Surveyor
Successor To: Stanley J. Isaksen, Jr. L.S.
Joseph A. Ingegno L.S.
Title Surveys — Subdivisions — Site Plans — Construction Layout
PHONE (631)727-2090 Fax (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
FOUNDATION NOTES
1. All footings shall bear upon undisturbed soil having an assumed bearing capacity of 4,000 p.s.f.
Bearing capacity of soil is to be verified by the cont, actor prior to placement of footings.
2. The Contractor is to verify all field conditions prior to ueginning of construction and is to report any
and all discrepancies to the Architect immediately.
3. All construction must comply with all national, State and local codes, latest editions.
4. All concrete construction must conform to the American Concrete Institute's "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI - 318, latest edition.
4.y
6. All masonry work shall conform with "NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS"
_ °latest edkion. '
6. (The ultimate compressive strength of concrete at 28 nays will be:
Foundation & Footings - 3,0010 p.s.i.
Floors & Slabs - :2;500 p.s.i.
Y
7. All concrete slabs will have expansion and control joints as required.
8. All foundation walls must have Y? diameter by 10" long (minirri4m) galvanized anchor bolts for P.C. '.
foundations or 18" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3" x 3" x'/;'3-
washers and properly sized nuts spaced no greater than 61- 0" on center with a minimum penetration of
7" into concrete or 15" into C.M.U. Anchor bolas to be placed 4" in from face of foundation wall, 12"
max. from comers and 6"min.-12" max, from ends or splices of plates.
NOTE:
EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL
CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE.
CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY
"SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS.
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SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", "CARLISLE" OR APPROVED EQUAL.
NOTE:
?RRO,VIDE MULTIPLE PLY FLOOR JOISTS (FLUSH'GIRDERS);BELOW-PO(NT,LOADS FROM FLOOR
ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISWREQUIRED BY FIELD
CONDITIONS.
NOTE: Contractor to provide and install '/z" diameter by 10" long (minimum) galvanized anchor bolts for
P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3" x 3" x Y.''
washers and properly sized nuts spaced no greater than 6'- 0" on center with a minimum penetration of 7"
into concrete or 15" into C.M.U.• Anchor bolts to be placed 4" in from face of foundation wall, 12" max.
from comers and 6"min.-12" max. from ends or splices of plates.
NEW INTERCONNECTED FIRE DETECTION DEVICE
NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE
WITH AUDIBLE ALARM INSTALLED AS PER CODE `
SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION
WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR (CRAWL SPACE AREAS.
LEGEND
w
NOTE:
CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL
WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS.
EXISTING WORK
TO BE REMOVED
------
NOTE:
CONTRACTOR IS TO SUPPLY AND INSTALL, AT ALL OPENINGS OF THE BUILDING, SELF
EXISTING WORK
TO REMAIN
le, 1 C 1 r S G," J-:-T'E p
tG -
PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS
NEW WORK TO
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NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING
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NOTE:
?RRO,VIDE MULTIPLE PLY FLOOR JOISTS (FLUSH'GIRDERS);BELOW-PO(NT,LOADS FROM FLOOR
ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISWREQUIRED BY FIELD
CONDITIONS.
NOTE: Contractor to provide and install '/z" diameter by 10" long (minimum) galvanized anchor bolts for
P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3" x 3" x Y.''
washers and properly sized nuts spaced no greater than 6'- 0" on center with a minimum penetration of 7"
into concrete or 15" into C.M.U.• Anchor bolts to be placed 4" in from face of foundation wall, 12" max.
from comers and 6"min.-12" max. from ends or splices of plates.
NOTE:
INTERIOR WALLS OF ALL BEDROOMS, BATH AND POWDER ROOMS SHALL RECEIVE 3-112"
UNFACED°SOUND•DEADENING INSULATION. ENTIRE'FIRST FLOOR CEILIW0`SHA1;L''HAVe.:5-1%2" .
UNFACED SOUND DEADENING INSULATION.
.NOTE:' All bathrooms to have recessed Nutone medicine cabinets, toilet paper holder, and
towel bars with style and location as shown'on the drawings or as directed by'Owner.
All bathtubs and or showers to have stainless steel curtain rod properly secured to wall
or door/enclosure as shown on the door schedule or as otherwise directed by Owner.
Provide all necessary blocking In walls to accommodate Installation of above accessories,
t`,3 [,�'OTLED
DATE:-�Ij B.P.,
N:,i{FY BUILDING DEVs P7;IMENT AT
735-1C,02 SM)" 10 4 PM FORTHE
FOLLOWING INSPECTIONS:
1. FOUNDA i ION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE, NOT RESPONSIBLE FOR
I DESIGN OR CONSTRUCTION ERRORS.
- ---�� 1 s -`t l: N:Ce __.. L -[y1 a-•1 `� �.1 t� .1 ti•4 � - _ _-
COMPLY WI T h: f F. ,,..',-^
.1_ OF
NEW YORK ST.O,'; �.^,' CODES
- ASR QUIRED •. 'r' ;:; F
.
RD
N.
e
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
PLUU3ER C'E'RTIFICATION
ON f_E/iD G'01\ T BEFORE
CEFr'TIF-I:
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NOTE:
CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS,
PRIOR TO FRAMING ANY ROUGH OPENINGS.
NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS
FACECAULINDOW CASINGS ARE TO BE
KED PRIOR TO PAINTING OR
BA�CKCAULKED DURING INSTALLATION OF SIDING AND
STAINING`.
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NOTE:
CONTRACTOR IS TO SUPPLY AND INSTALL, AT ALL OPENINGS OF THE BUILDING, SELF
ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION
PRODUCTS. INSTALLATION IS TO BE IN_ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES.
NOTE:
;INSTALLATION -OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS. All JOINTS" MUST BE PROPERLY FASTENED WITH
GLUEAS PER THE MANUFACTURERS SPECIFICATIONS: ANY MATERIAL FOUND TO BE
IMPROPERLY INSTALLED, WILL BE REPLACED AT THE' CONTRACTORS OWN EXPENSE.
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"STORM GUARD" AT ALL RAKE EDGES,.EAVES, VALLEYS, HIPS, AND -CHANGES IN ROOF PITCH.
NOTE:
EVERY ROOF FRAMING MEMBER MUST HAVE A. HIGH WIND RESISTANT MECHANICAL
CONNECTION MADE TO THE SUPPORTING TOP (PLATE OR GIRDER AS PER CODE.
CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY
"SIMPSON STRONG TIE" SIZED AND INSTALLED( IN ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS.
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PRODUCTS. INSTALLATION IS TO BE IN_ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES.
NOTE:
;INSTALLATION -OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS. All JOINTS" MUST BE PROPERLY FASTENED WITH
GLUEAS PER THE MANUFACTURERS SPECIFICATIONS: ANY MATERIAL FOUND TO BE
IMPROPERLY INSTALLED, WILL BE REPLACED AT THE' CONTRACTORS OWN EXPENSE.
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NOTE:
EVERY ROOF FRAMING MEMBER MUST HAVE A. HIGH WIND RESISTANT MECHANICAL
CONNECTION MADE TO THE SUPPORTING TOP (PLATE OR GIRDER AS PER CODE.
CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY
"SIMPSON STRONG TIE" SIZED AND INSTALLED( IN ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS.
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CROSS SEU'710N,,,,_-• END VIEW.
UPLIFT CONNECTIONS
NOT TO SCALE
CROSS SECTION
END VIEW
LATERAL FRAMING CONNECTIONS
'.NOT TO SCALE
HIGH
WIND ZONE CONNECTOR
SCHEDULE
QTY
MANUFACTURER/
MODEL #
MATERIAL/FINISH
,..
LOCATION
T
PRODUCT•
16" SPACING, 8' WALL HEIGHT
3- 8d
RAFTER TO
SiMPSON STRONG -TIE
LSTA21
20 GA METAL STRAP TIE
RAFTER @ HIP
16" SPACING, 8' WALL HEIGHT
Z -MAX COATED
RAFTER TO TOP
SIMPSON STRONG -TIE
H 2
18 GA METAL HURRICANE TIE
PLATE TO STUD •
.:. .
BLOCKING TO RAFTER toe nailed
Z -MAX COATED
RAFTER TO :_
SIMPSON STRONG -TIE
H 10 OR
18 GA METAL HURRICANE TIE
TOP•PLATE
ANDERSEN
H10-2
2 -MAX COATED >
TOP_PLATE.
SIMPSON STRONG -TIE
HS:- :
-18 GA METAL HURRICANE TIE
TO STUD
TORPLATE AT INTERSECTIONS(face-nailed)
4-16d-------_- -JOINTS-EACH SiDE '" °+.,•'.� ,
Z -MAX COATED
STUD TO BOX
SIMPSON STRONG-TiE
MSTA36
16 GA METAL STRAP TIE
'BEAM AND SILL
16" o.c. ALONG EDGES 4=,yrx
TOP OR BOTTOM PLATE TO STUD end nailed
Z -MAX COATED
x
NAILING SCHEDULE
JOINT DESCRIPTION NUMBER OF
+ . .. .... _.-NAILS,
NAIL SPACING
,. ....... _
ROOF FRAMING
QTY
TYPE
RAFTER TO TOP PLATE toe nailed
GLASS
VENT
"U"
16" SPACING, 8' WALL HEIGHT
3- 8d
PER RAFTER
REMARKS
CEILING JOIST TO TOP PLATE toe nailed
Owner
SQ. FT.
16" SPACING, 8' WALL HEIGHT
3- 8d
PER JOIST
Owner ;
CEILING JOIST TO PARALLEL RAFTER face nailed
4-16d
EACH LAP
.:. .
BLOCKING TO RAFTER toe nailed
2-8d
EACH END
Ceiling Peint 3 coats with 3" Crown P -s per
RIM BOARD TO RAFTER end nailed
2-16d
EACH END
ANDERSEN
WALL FRAMING
WHITE VINYL (-LAD, LOW -E H.P. GLASS, SCREEN & HARDWARE LOLOR & SASH
EXISTING DOOR TO BE.SUPPLiED BY.OWNER AND INSTALLED '
TOP PLATE TO TOP PLATE face nailed
2-16d
P::R FOOT
: ;>::';'• t«
TORPLATE AT INTERSECTIONS(face-nailed)
4-16d-------_- -JOINTS-EACH SiDE '" °+.,•'.� ,
STUD TO STUD face nailed
2-16d
24" o.c.
GRILLS AS SELECTED BY OWNER. STORMWATCH MARINE/COASTAL UPGRADE =
HEADER TO HEADER face nailed
1-16d
16" o.c. ALONG EDGES 4=,yrx
TOP OR BOTTOM PLATE TO STUD end nailed
-2-16d ; ':
PER -2X4 STUD
By Owner
To Be provided by Owner and installed by
3-16d
PER 2X6 STUD;K;`
AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE.
BOTTOM PLATE TO FLOOR JOISTS, BANDJOIST
END JOIST OR BLOCKING face nailed
2-16d
PER FOOT`;
FLOOR FRAMING
INTERIOR SWING
>.
JOIST TO SILL TOP PLATE OR GIRDER toe nailed
4- 8d
PER JOIST
WHITE VINYL CLAD, LOW -E H.P. GLASS, SCREEN & HARDWARE COLOR & SASH
BRIDGING TO JOIST toe nailed
2- 8d
EACH END
PREHUNG, RAISED HIP UNIT, STAIN GRADE, CLEAR FRAME. -
BLOC ING TO JOIST toe.nailed
2- 8d
;EACH END...
_
BLOCKING TO SILL OR TOP PLATE toe nailed
3-16d
EACH BLOCK
N/A
LEDGER STRIP TO BEAM face nailed
3-16d
EACH JOIST
STYLE, MFG., HARDWARE AND FINISH CONFIRMED WITH
JOIST ON LEDGER TO BEAM toe nailed
3- 8d
PER JOIST
BAND JOIST TO JOIST end nailed)
3-16d
PER JOIST
BAND JOIST T.O SILL OR TOP PLATE toe nailed
2-16d
PERAOIST
-
ROOF SHEATHING
INTERIOR SWING
STRUCTURAL PANELS
GRAY FINISH, HEAVY.DUTY CONSTRUCTION WITH.
C
4
'.4:4' PERIMETER EDGE ZONE - RAFTERS 16"o/c 18d,
1' - 4"
6" @ EDGE/6"
IN FIELD
:fr INTERIOR ZONE - RAFTERS 16"o/c
8d
6" EDGE/12"
IN FIELD• .;P,4,.>, .,
CEILING SHEATING=
6' - 8"
1.318"
_GYPSUM WALLBOARD..
1-1/2" SCREWS
7" EDGEMQ??,IN
FiELD.,�,t.'.._
WALL SHEATHING -
STYLE, MFG., HARDWARE AND FINISH CONFIRMED WITH
STRUCTURAL PANELS
PREHUNG
4' PERIMETER EDGE ZONE - STUDS 16"o/c
8d .
6�'@ EDGE/12"
IN FIELD,, -_4T-,; ,
r INTERIOR ZONE - STUDS 16"o/c
8d
6" @ EDGE/12"
IN FIELD
FLOOR SHEATHING
INTERIOR
-
STRUCTURAL PANELS 1" OR LESS
r8d
6" N EDGE112"
IN FIELD .:'s•. ;:
. .. ,a{r,:,: g4hi arc'•'`.•
ENERGY CONSERVATION ° NOTES
1: This residence addition & alteration has been designed for end meets all the requirements of ChapterA4^'
13 of -the 2010 Building Code of New York State, Chapter 11 of the 2010 Residential Code of New York*'-
State and Chapter 4 of the 2010 ECCCNYS.
d/o of Glass - Area`of•glass tri sq. ft.
-__ o ass
Area of sidewall in sq. ft. 580.00
r-'•2:' .All doors with glazing and windows, to have Insulated glass, thermal break, weather-stripping and bo'T
%-flashed as required.with a maximum "U" value of .40 (minimum "R" value of 2.5) and a maximumi=;
'infiltration rate of .30 'cfm per square foot.
- -All opaque exterior doors to be insulated, thermal break, weatherstripped and flashed as required WIifi �,•-
a maximum "U" value of .35 (minimum "R" value of 2.9) and a maximum infiltration rate of .50 cfm.per;,'
squarefoot. >
4.. Any new HVAC equipment must conform to Section N1103 of the 2010 Residential Code of New York
State Arid/or'"section 403 of the 2010-ECCC (�S: ' "' ` " `'
5.: Any new domestic water heating equipment must conform to Section N1103 of the 2010 Residential
Code of New York State and/or section 403 of the 2010 ECCCNYS.
4 =' L .
L_D `v F__ =-
DOOR SCHEDULE '
a.�
SYM
QTY
TYPE
31ZE
GLASS
VENT
"U"
MFG. 3YCATALOG
MFG. BY
REMARKS
REMARKS
HALL'& CLOSETS
Owner
SQ. FT.
5Q. FT.
VALUE
VALUE
#
Owner ;
WiDTH
HEIGHT
THICK
%11 Gyp Board, Tape and Spackle 3 Coats, White
EXTERIOR SWING
Paint 3 coats, 6" Base Trim per Owner
Ceiling Peint 3 coats with 3" Crown P -s per
To Be provided by Owner and installed by
By Owner
ANDERSEN
KITCHEN
WHITE VINYL (-LAD, LOW -E H.P. GLASS, SCREEN & HARDWARE LOLOR & SASH
EXISTING DOOR TO BE.SUPPLiED BY.OWNER AND INSTALLED '
1
1
ENTRY WITH
VERIFY
VERIFY
3.80
0.31
400 SERIES
TW26310
GRILLS AS SELECTED BY OWNER. STORMWATCH MARINE/COASTAL UPGRADE =
EXISTING TO
BY CONTRACTOR. VERIFY EXACT ROUGH,OPENiNq SIZE PRiOR
WiNDOW
KITCHEN
SIDELIGHT
per Owner
By Owner
To Be provided by Owner and installed by
By Owner
AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE.
Contractor
BE INSTALLED
TO FRAMING OPENING.
'
INTERIOR SWING
To Be provided by.Owner and installed by
By Owner
ANDERSEN
By Owner
WHITE VINYL CLAD, LOW -E H.P. GLASS, SCREEN & HARDWARE COLOR & SASH
B •
2
DOUBLE HUNG
PREHUNG, RAISED HIP UNIT, STAIN GRADE, CLEAR FRAME. -
2
1
RAISED PANEL
2' - 0"
6'- 8"
1-318"
N/A
N/A
NIA
SIMPSON
44RP
STYLE, MFG., HARDWARE AND FINISH CONFIRMED WITH
PREHUNG
AND IMPACT RESISTANT GLASS COMPLIANT W1TH+NYS13UILDING CODE.
AUTOMATIC
OWNER PRIOR TO ORDERING
INTERIOR SWING
ST
GRAY FINISH, HEAVY.DUTY CONSTRUCTION WITH.
C
4
FOUNDATION
1' - 4"
0'. 8"
NiA
PREHUNG, RAISED HIP UNIT, STAIN GRADE, CLEAR FRAME.
3
2
RAISED PANEL
1' .4"
6' - 8"
1.318"
N/A
NiA
N/A
SIMPSON
44RP
STYLE, MFG., HARDWARE AND FINISH CONFIRMED WITH
DUTY
PREHUNG
OWNER PRIOR TO ORDERING
INTERIOR
UTILITY CABINET WiTH DOOR CONFIGURATION AS SELECTED BY
4
1
CABINETRY
NIA
N/A
N/A
N/A
N/A
N/A
CUSTOM
CUSTOM
OWNER.
DOOR
INTERIOR SWING
PREHUNG, RAISED HIP UNIT, STAiN GRADE, CLEAR FRAME.
5
1
RAISED PANEL
3' - 0"
6' - 8"
1-3/8"
NIA
N/A
N/A
SIMPSON
44RP
STYLE, MFG., HARDWARE AND FINISH CONFIRMED WITH
PREHUNG PAIR
OWNER PRIOR TO ORDERING
INTERIOR
21.4" RAISED HIP SLAB, STAIN GRADE,, FIELD INSTALLED
6
1
RAISED PANEL
2'- 4F1
6' - 8"
1-3/8"
NIA ,°
N/A
NIA
SIMPSON
465RP
USING "JOHNSON" 1500 SERIES POCKET DOOR FRAME WITH
POCKET
TROLLEY HARDWARE
_
INTERIOR
i4-
V- 6" RAISED HIP SLABS, STAIN GRADE, FiELD INSTALLED ,
7
1
RAISED PANEL
69.00
6' - 8"
1-318"
NIA
N/A
NIA
SIMPSON
465RP
WITH "JOHNSON" 200FD SERIES BI -FOLD TROLLEY HARDWARE `
BI -FOLD
rrr ai `. 'N•`
g .d. ..-S�•- .. - f
'Vit. SCE
W1.� HULE D
, .
".'
1:.:
SYM
QTY
TYPE
R. O. SIZE
GLASS
VENT
:"U"
MFG. BY
CATALOG #
REMARKS
HALL'& CLOSETS
Owner
Paint 3 coats, 6" Base Trim per Owner
SQ. FT.
SQ. FT.
VALUE
EA7 H
Owner ;
OFFICE/DEN
WIDTH
:HEIGHT
%11 Gyp Board, Tape and Spackle 3 Coats, White
CLAD TILT -WASH
Paint 3 coats, 6" Base Trim per Owner
Ceiling Peint 3 coats with 3" Crown P -s per
To Be provided by Owner and installed by
By Owner
ANDERSEN
KITCHEN
WHITE VINYL (-LAD, LOW -E H.P. GLASS, SCREEN & HARDWARE LOLOR & SASH
A
5
DOUBLE HUNG
2'. 8"
4' - 1"
6.92
3.80
0.31
400 SERIES
TW26310
GRILLS AS SELECTED BY OWNER. STORMWATCH MARINE/COASTAL UPGRADE =
mortar on 314" mud base with Tile Base. Size
Coats, Paint 3 coats. Tile or wood wainscot
WiNDOW
KITCHEN
and style to be selected by Owner
per Owner
By Owner
To Be provided by Owner and installed by
By Owner
AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE.
Contractor
CLAD TILT -WASH
'
PREP SINK
To Be provided by.Owner and installed by
By Owner
ANDERSEN
By Owner
WHITE VINYL CLAD, LOW -E H.P. GLASS, SCREEN & HARDWARE COLOR & SASH
B •
2
DOUBLE HUNG
21-811
3'- 1
4.84
2.64 ,,
0.31 ;.
400 SERIES
TW26210
GRILLS AS SELECTED BY OWNER. STORMWATCH;MARiNEICOASTAL UPGRADE
WINDOW
AND IMPACT RESISTANT GLASS COMPLIANT W1TH+NYS13UILDING CODE.
AUTOMATIC
AIR VENT
ST
GRAY FINISH, HEAVY.DUTY CONSTRUCTION WITH.
C
4
FOUNDATION
1' - 4"
0'. 8"
NiA
0.50
+ N/A
INC
HEAVY
HONEYCOMB GRILL AND PREMIUM Bt-METAUC COIL FOR
VENTI
DUTY
I AUTOMATIC OPERATION.
FINISH SCHEDULE ;
,ROOM
FLOOR
WALLS
CEILING '
FIRST FLOOR LEVEL
FJNISH
Desi n
Alteration & Addition
ENTRY AREA,
%1' T&G Solid Oak Flooring, Prefinished as per
'/2" Gyp Board, Tape and Spackle 3 Coats,
%11 Gyp Pd, Tape and Spackle 3 Coats, White
HALL'& CLOSETS
Owner
Paint 3 coats, 6" Base Trim per Owner
Ceiling Paint 3 coats with 3" Crown as per
To Fe provided by Owner and im:tsiled by
By Owner
EA7 H
Owner ;
OFFICE/DEN
'/4" T&G Solid Oak Flooring, Prefinished as per
Gyp Board, Tape and Spackle 3 Coats,
%11 Gyp Board, Tape and Spackle 3 Coats, White
Owner
Paint 3 coats, 6" Base Trim per Owner
Ceiling Peint 3 coats with 3" Crown P -s per
To Be provided by Owner and installed by
By Owner
Owner
KITCHEN
'/." T&G Solid Oak Flooring, Prefinished as per
'/z" Gyp Board, Tape and Spackle 3 Coats,
%" Gyp Board, Tape and Spackle 3 Coats, White
Owner
Paint 3 coats, 6" Base Trim per Owner
Ceiling Paint 3 coats with Crown as per Owner
ALTERED BATH
Ceramic or Porcelain Tile Installed with thin set
'h" M.R. Gyp Board, Tape and Spackle 3
'/z" M.P. Gyp Board, Tape and Spack e 3 Coats,
,by
Contractor
mortar on 314" mud base with Tile Base. Size
Coats, Paint 3 coats. Tile or wood wainscot
White. semi -gloss Ceiling Paint 3 coats
KITCHEN
and style to be selected by Owner
per Owner
By Owner
PLUMBING SCHEDULE
ROOM
FIXTURE
MANUFACTURER/STYLE/# JCOLOR
Building Height
HARDWARE �'
FJNISH
Desi n
Alteration & Addition
Single Family Residence
R-- 3
��-,
275 sq. ft.
ALTERED
WATER. CLOSET
To Be provided by Owner and installed by
� By Owner,
To Fe provided by Owner and im:tsiled by
By Owner
EA7 H
Contractor
Contractor
LAVATORY •
To Be provided by-Ownerand installed by
By Owner
To Be provided by Owner and installed by
By Owner
Contractor
Contractor
=
TUB
To Be provided Owner and installed by
By Owner
To Be provided by Owner and installed by
By Owner
,by
Contractor
Contractor
KITCHEN
SINK
To Be provided by Owner and installed by
By Owner
To Be provided by Owner and installed by
By Owner
Contractor
Contractor
'
PREP SINK
To Be provided by.Owner and installed by
By Owner
To Be provided by Owner and installed by
By Owner
Contractor
Contractor
Dead
Roof :Attic F14
sf. sf , 2
10 10 1
/a t. o. I 4." z., -- - - 4•, r%a" 4y � �� „ -ra �-x t �`T'1r--1� _ �% '',1 _
sY -!G. -T, t -;-ii`
015244
_V_ I /� G,. 'i, AN, 1A, �T4TE OF NEN
GENERAL NOTES:
1. C'
ontra
ctors work is to conform to all local orai;tarices and NYS Building and Energy conservation
Code, latest edition(s).
2. All Electrical, Plumbing and HVAC work shall t,c governed by all National, State and Local Codes,
latest edition(s).
3. Contractor to supply and ins -tall fire detection devices on all levels as per code and carbon
monoxide detectors as per Suffolk County Sanitary Code "S760-1021".
4. All connections of water supply lines are to be made with lead free solder as approved by Suffolk
County Department of Health Services with certificate of'compliance provided upon completion.
S. ' All showers and tubs to be equipped with "scaiu proof"'fittings. "
G. Contractor(s) shall verify all field conditions and dimensions and will be responsible for same. Any
discrepancies shall be reported to the Architect immediately.
7. Contractor(s) will cooperate with all other trades and will complete work in accordance with best
standards and practices.
8. All dirimensions are nomirbai'and take precedence over scale. All abbreviations are standard. -
9. All items of work on the drawings are saaw, unless *itherwise rioted.,
10. Proprietary names Identifying Items of work are usa
d solely to prescribe standards of cGns'tructlon.
Items of equal quality may ie submitted to the Architect for consideration unless noted otherwise.
11. All wood frame construction shalt conform {to the American Forest & Paper Association "WOOD
FRAME CONSTRUCTION MANUAL" HIGH WiND, latest•edition•
12. All high wind resistant structural metal connections. shown on the drawings, or required by code
fron.. the roof to the foundation are to be manufactured by "SIMPSON Strong -Tis" and be "Z -Max"
coated. Connectors which are near, on or below grade must be fabricated of type X16 stainless-
steel.
'111' All wood framing members shall h;va an allowsule extreme fiber stress equal to or graatec tf(dn
structural grade Douglas Fir:
Fb = 875 psi Fv = 95 psi E =.1.600_000 psi
14. All treated wood framing members shall have an allowable extreme fiber stress equal to or greater
than structural grade Southern Yellpw Pine:
Fb = 875 psi_ _.Fv = 85 psi E _- 1.400,000 psi
.15. All "Microlam" and/or "Parallarn" headers and girders as well as "TJI" joists and beams are to be
' • designed -and manufactured by ILEVEL by WEYERHAEUSER.- installation must be in accordance
with manufacturer's specifications. No substitutions will be allowed/
16. Contractors) is/are to follow all manufacturers' instructions, shop drawings, as well as installation
manuals when installing any prefabricated items).
17. Double all headers and/or trimmers around all roof openings. Provide crossover venting in rafter
bays adjacent to any skylight framing.
18. All headers and girders are to bear on a minimum of 2- 2x4 or 2- 2x6 jack studs with double floor
joists below, unless noted otherwise on drawings. 1.
1 19.• Provide '/z moisture resistant gypsum board on walls and, ceilings of bathrooms. Providit'WO
"WONDERBOARD" or "DURAROCK" on all walls of tub and shower areas.
20. All firestopping shail be of an approved non-combustible material and installed in accordance `y,►ith
all applieablo codes.
k 21. Exterior Wall. insulation shall be .a .rniniftium u: Ln112" .(It -21) Kraft-facud .bates v4th vvPor ban.ar
facing warm side of building. Ceiling/Roof ir:-t;,ilation shall be.a miriirnurn oi` 8-i14" (k-30(;)or Inas
IA" (R,38c) Kraft -faced batts as shown oil the drawings with vapor barrier faeirg w,�U'rn"Swe of
Fruildidg. New crawl space ceiling Insulation sti x411 be a minimum of 5-112", (R-21) Kraff-tscl d ba*ts
witth -vapor barrier facing, warm side of bailiting. Interior wafts of bath room shall receive 3-1/2
unlaced sound dea{lening insulation. Contractor to provide alternate for applying spray foam
insuhation ti) full thickness. of structure forvnhanced "R" and "U" values and thermal/air infikra'tlon
performance for consideration by the Owner.
22. Contractor to provide one layer of building paper between sub and finish floors or underlayMent,'.. ,
with all joh-its staggered and properly secured. "
;vv1nd9ws and doors .to.be insulated,, "Low E", high.:performaltce,. impact resistant glass; I ;
screens and operating hardware. Coastal Upgrade :and stainless steel hardware €uitable f&,a"',
marine climate is to be used on all winddWs•and door's. Contractor is to confirm operation, style,, ,
-finlsh, color and manufacturer with Ownet prior to placing ruder:
. 24. All windows and exterior doors to have alufifloum or wood drip caps and flashing and self adharing , ' ,
surrodrid flashing as manufactured by Grace or equal.
25. All dGor hardware, butts and doorstops to be solid brass. Entry, lock & latchsets rare to be Erntek,
Schlage "A" or 111311 series, or approved equal. Style and finish as directed by Owner.
4 26. All cabinetry, counters, shelving and caseworr, iv be given an allowance" with style and finish as
selected by Owner.
27. Contractor to provide prefabricated closet system or 16" x %" PTS plywood Shelving with edge band
and/or 1-3/8" diameter wood poles at all closets. Layout as directed by Owner.
28. Contractor to provide and install all interior aiiu exterior trims as called for on the drawings &
specifications or as otherwise directed by the Arc:riitect or Owner.
29. Contractor to provide and install all mirrors, medicine cabinets and shower enclosures/doors as per
Architect or Owner.
- leave a... , , . 9
30. Contractor is to clean all door and window glass, as well as leave all, floors walls and ceilin s'Pr;ee of � =' :�� ` • ;,
'debris immediately prior to final completion.'
31. Any reference to "as per Owner" or "as directed by Owner" refe'rs'to George and Mary Vail.
GENERAL PROJECT DATA
Nature of the Work
Building Use
OccupLncy OccupancyClassification
Building Height
I Fire Area
Construction T e
Desi n
Alteration & Addition
Single Family Residence
R-- 3
18 feet
275 sq. ft.
V- ti
-Criteria
AF&PA WCFM 1995
High Wind Edition
gn Loads Ground
15
Live,
Snow
Floor Flobr
-Load
2 psf 1 1 psf
,'35 40
70'0 s Tf
M
1
BUILDING PLANNING DESIGN. CRITERIA
Wind Seismic Subject to Damage From Winter Design Ice Shield Flood
Design Temp. Underlaymentt Hazards
ed Exposure Categpry Weathering Frost Line Termite Decay
.h
GARRETT 'A. STRANG
architect
1230 Traveler Street, P.O.Box 1412
Southold, New York 11971
ph. 631 - 765 - 5455, fx. 631 - 765 - 5490
architect@quixnet.net
LM13111
re 3'- 0":.Moderate
2!i ht/Moderafe- 11 Degrees Required " X "
TITLE a ��!� + A L-" Imo-(
'r'D --1' H E..
1\1.4\ 1 �._... .5 I ;:P' i, r-4 .....
LOCATION O 1-4 1__i !rte
5 v LJ -r
SCALE REVISED DRAWING NO.
A N a ~t !: c Jar
DATE r* .. I S.s v ir,
�. V >✓- ��.�-_ ..�! � ._..
DRAWN BY
PROJECT NO.
q.- a lc S
i
L.- G --r I G A Ll-
�A�T �OLJN�AYIOt�I �IiA1�1
ELECTRICAL NOTES :
1. All electrical work is to be completed by a licensed electrician and Is to comply with all National,
State & Local codes in addition to Underwriters standards as they apply. Electrical work must be
performed by mechanics skilled In their respective trade and shall present appearance and function
typical of best trade practices. Work and/or materials not installed in this manner will be repaired
or replaced at no expense to the owner.
2. All work shown on the drawings is diagrammatic. Electrical Contractor shall coordinate his work
with all other trades. Do not scab drawings for fixture or device locations. Verify all fixture, outlet
& equipment locations with Architect and/or Owner prior to commencing work. Coordinate all work
with Architectural and Kitchen Cabinet/buift in furniture locations. Refer to Kitchen design
drawings and appliance distributor specifications for electrical requirements and wiring size and
type for all appliances and Equipment.
3. Contractor to verify adequacy of existing electrical service and provide upgrade as required.
4. Electrical system Is to provide adequate service and circuits for all Imposed loads and equipment
as required or directed by the Owner.
S. Electrical system is to provide adequate service and circuits for any future additional exterior loads,
ie., landscape lighting, dock power, etc.
6. Provide code- size grounding conductors for any equipment.
7. Wiring Methods:
Above slab, use "ROMEX" or "BX" where permitted by National, State and Local codes.
Buried or run in slab, use rigid conduit.
8. Conduit, where required, shall be galvanized and sized in accordance with National Electric Code.
9. Provide code compliant lights to Crawl Space area on switches adjacent to access openings.
10. Provide "Decors" style switches, receptacles, telephone, cable media & "smart receptacles" for
computer devices with respective covers in colors as directed by the Owner.
11. All recessed Lighting to be controlled with dimmer devices or occupancy sensors as directed by
Owner.
12. Provide Ground Fault protection circuit breakers or devices for all exterior and "W.P." receptacles,
those adjacent to sinks or lavatories and as otherwise required.
13. Provide adequate receptacles and connections as well as venting of exhaust fan(s) to the exterior
of the building including kitchen down draft exhausts.
14. All fixtures are to be equipped with 130 volt "watt miser", fluorescent or LED lamps, where
applicable.
15. Electrical Contractor shall provide all heating, ventilating and air conditioning power and control
wiring as required.
16. Provide all motor control devices and wire same as directed.
17. Connect all telephone outlets as required by/ the telephone system. Provide all telephone conduits,
wiring, outlets and service requirements as directed by the Owner and in accordance with the
telephone utility company regulations.
18. Prewire for cats, HDMI, audio/intercom, dedicated computer wiring and sound system as directed
by owner. Provide and install door chimes with two (2) call locations and audible chimes on all
levels in locations as directed by the Owner.
19. Contractor to furnish and install fire, Gas A CO detection and alarm system in compliance with all
National, State, County and Local code and building departmentlfire marshal requirements.
20. Contractor to provide a security system if so directed by the Owner.
21. Submit cuts of all fixtures, devices and equipment to the Owner for approval prior to ordering.
22. Contractor to file applications for all permits and service connections as well as pay all fees for
installation and connection charges.
23. Electrical Contractor shall furnish a Certificate of Inspection from the Board of Fire Underwriters
upon completion of the work under his contract. Such certificate shall Indicate the approval of the
work installed and of the complete electrical system.
24. It Is the intent of the Drawings and Specifications to provide a complete and operational electrical
system weather details of same are shown or implied. An labor and materials required to produce
this end result shall be included in Contractoes bid.
25. Any reference to "as per Owner" or "as directed by Owner" refers to George and Mary Vail.
ELECTRICAL LEGEND
RECESSED FLOURESCENT OR LED LIGHTING FIXTURE
MANUFACTURER, STYLIE AND TYPE OF TRIM TO BE
SELECETED AND APPROVED BY OWNER
RECESSED LED MINI LIGHTING FIXTURE
O
MANUFACTURER, STYLE AND TYPE OF TRIM TO
BE SELECETED AND APPROVED BY OWNER
D
SURFACE MOUNTED HALOGEN OR LED PENDANT FIXTURE
OR LIGHT BAR. MANUFACTURER AND STYLE TO
BE SELECETED AND APPROVED BY OWNER
SURFACE MOUNTED PORCELAIN LAMP HOLDER
WITH FLOURESCENT LAMP AND PROPER PROTECTION
AS REQUIRED BY CODE.
TWO (2) CIRCUIT JUNCTION BOXE ADEQUATELY SECURED
D
TO SUPPORT PADDLE FAN WITH LIGHT FIXTURE AS SELECTED
BY AND CONFIRMED WITH OWNER
INTERIOR WALL BRACKET VANITY LIGHT FIXTURE
AS SELECTED BY OWNER
SURFACE MOUNTED LOW PROFILE FLUORESCENT CLOSET
LIGHTING FIXTURE MOUNTED OVER HEAD OF DOOR OR AS
DIRECTED BY OWNER. SIZED PROPERLY FOR WIDTH OF CLOSET
EXHAUST FAN DUCTED 'TO THE EXTERIOR -
NUTONE QT 110 OR APPROVED EQUAL
1`
WALL MOUNTED SWiTCIH ROCKER STYLE "DECORA"
---
SINGLE POLE OR 3 -WAY AS SHOWN. FINAL STYLE
AND COLOR AS SELECTED BY OWNER
WALL MOUNTED 110V. DUPLEX RECEPTACLE "DECORA" STYLE
LOCATIONS, MOUNTING HEIGHTS, STYLE AND COLOR AS SELECTED BY
AND CONFIRMED WITH OWNER
110V OR 220V CIRCUIT HARD WIRED OR RECEPTACLE FOR APPLIANCES.
COORDINATE WITH OWNER AS TO LOCATIONS, SPECIFICATIONS AND
WIRING REQUIREMENTS OF APPLIANCES
LOW VOLTAGE DOOR BELL SWITCH LOCATED ADJACENT TO FRONT
p-—
ENTRY DOOR AND WIRED TO CHIME DEVICE IN ENTRY HALL. FINAL
LOCATION TO BE CONFIRMED WiTH OWNER
WALL MOUNTED DOOR CHiME NUTONE MODEL 8 LA208WH WITH
TRANSFORMER AND CALL BUTTON. UNIT LOCATED NEAR ENTRY
AS SHOWN WITH FINAL LOCATION CONFIRMED WITH OWNER
"SMARTHOME" INTERGATED NETWORK LOCATION FOR
TELEPHONE, DATA, CABLE TV AND COMPUTER INTRANET.
QUANTITY & FINAL LOCATIONS TO BE CONFIRMED WITH OWNER
"HDMI" OUTLET AND CABELS WITH QUANTITY & FINAL
-®—
LOCATIONS TO BE CONFIRMED WITH OWNER
DEVICE TO BE MOUNTED AT COUNTER HEIGHT
DEVICE TO BE MOUNTED IN ISLAND WiTH FINAL QUANTITY
AND LOCATIONS AS DIRECTED BY OWNER.
DEVICE TO BE WEATHERPROOF
W, F
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