HomeMy WebLinkAbout37914-Z F0j4r Town of Southold Annex 12/10/2014
P.O.Box 1179
54375 Main Road
co
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37322 Date: 12/10/2014
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: Pvt Rd Off E End Rd, Fishers Island,
SCTM#: 473889 -Sec/Block/Lot: 8,24
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/20/2013 pursuant to which Building Permit No. 37914 dated 4/8/2013
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessor d or per ZBA#
y nonhabitable nonsleeping two car garage with loft, half bath and attached shed as applie, f
6625, dated 2/28/2013.
The certificate is issued to Hoey,Robert&Hoey,Margaret
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0043 2/26/2014
ELECTRICAL CERTIFICATE NO. 37914 7/9/2014
PLUMBERS CERTIFICATION DATED 8/18/2014 Glenn Gallo
eo/Signature
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 ANDSPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37914 Date: 4/8/2013
Permission is hereby granted to:
Hoey, Robert & Hoey, Margaret
123 W Gerald Dr
Manchester, CT 06040
To:
Construction of an accessory garage as applied for per conditions of ZBA#6624
At premises located at:
Pvt Rd Off E End Rd, Fishers-island
SCTM # 473889
Sec/Block/Lot# 8.-2-4
Pursuant to application dated 3120/2013 and a.pproved by the Building Inspector.
To expire on 10/8/2014. -
Fees:
ALTERATION OF ACCESSORY BUILDINGS $511.60
CO -ACCESSORY BUILDING $50.00
Total: $561.60
Build�ng Insp tot
Form N
o.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802 RLJUL -7 2014
APPLICATION FOR CERTIFICATE OF OCCUI ANC _E
This application must be filled in by typewriter or ink and submitted to the Building. BLDG, DEPT.
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. 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 I% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for th building.
6. Submit Planning Board Approval of completed site plan requirenients.
B. For existing buildings(prior to April 9, 1957) DOR-conforining 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 consen t 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
I- Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swirruning pool $25.00, Accessory building$25.00, Additions to accessory building$25-00, 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, Conu-nercial$15-00
Date.
New Construction: V Old or Pre-existing Building: (check one)
�7/
Location of Property: _ 'Pei va4-e. 12-X
House No. treet
Owner or Owners of Property: _116 Hamlet
Suffolk County Tax Map No 1000, Section Block Lot
-Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
91
AtL - -wq Moore '47K—rn ovi
Health Dept. Approval: Underwriters Approval.-
Planning Board Approval:
Request for: Tempoi-ary Certificate —Final Certificate: (check le)
Fee Subiriltted: S
pplicant Signature
,A�f
*rjf S
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box-1179 roger.riche rt(@_town.S outhold.mus
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Robert&Margaret Hoey
Address: Treasure Pond Rd City: Fishers Island St: NY Zip: 6390
Building Per m_ it#: 37914 Section: 8 Block: 2 Lot: 4
-WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Z&S Contracting Inc License No: 4798-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors
Main Panel AtC Condenser' Single Recpt Recessed Fixtures 7 CO Detectors
Sub Panel 1 00a A/C Blower Range Recpt Fluorescent Fixture Pumps
Appliances Dryer Recpl Emergency'Fixture Time Clocks
Disconnect Switches Twist'Lock Exit Fixtures TVSS
: a . - I . - . 11 SH 11
Transformer H F8
Other Equipment: I-exhaust fan, 2-GFCI circuit breakers
Notes.
I nspector.S ig nature: Date:.July'9 2014
81-6ert Electrical Compliance Form.xIs
TEL.- 765-1802
TOWN OF souTHOLD
OFFICE OF BUILDING INSPECTOR
U-3 P.O. BOX 728
TOWN HALL
SOUTHOLD, my�. 11971
c E R T I F I C. A'-T. 1 0 V,
Mit.
.1�uilding Per�iit No. 2;
owiier'
(please print)
Plufiibe*r
P*(Ie�a�se print
I .certify that the soider used in the water suPP1Y sy�;tem
C00-ains l0ss '.t�han 2/10 of 1% lead.
----------------------I-
(Eaurr[15er s
Sworn to beforp� nLe this
ay of
' 4 o --�ry .public
t'a r DP t oih
notary -pu
blic, Llf e_�c o u n t y
711 qf s
GwA Lcr� - I
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC N
FOUNDATION 1ST ROUGH PLEI G.
FOlMDATION 2ND INSULATION
4j4/RAMING /STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECT=AL (FINAL)
REMARKS:
-r�L--A�
To
Lv6�
DATE INSPECTOR
3.`2
coutom,
TOWN,OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION" .
I FOUNDATION IST ROU - PLUMBING
FOUNDATION 2ND I ULATION
FINAL
FRAMING /STRAPPING I F
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION-
FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL-(FINAL)
CODE VIOLATION CAULKING
REMARKS:
INSPECTOR
DATE
FIELDINVEM COMMENTS
qN V-XPORT DATE
FOUNDATION(IST)
.-�--—-------
FOUNDATION(2ND)
0
ROUGH FRAAMNCT&
PLUAMING
WUL ATION PElk N.V. 0
STATE ENERGY CODE
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FINAL
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Sury
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 120 L�. Contact:
E
Approved 20 E 14 E Mail to:
Disapproved a/c i rJA 2,-
Phone:
WT 2 2 2011
Expiration 20 i
BLDG,DEPT.
APPLICATION FOR BUILDING PERMIT
Date 20 IZ--
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in.ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in.whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed with i in 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 f6r the issuance of a Building Permit pursuant to the
Bj4ilding-Zoxip,Q�finance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regfflations,foi4he 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,housin regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
,z
(Mailing address of appli'cant)
State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises 46t /-/0 e-e,<
(A/on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which propo dwo,r willbedone-
1-21,f vl�-&
House Number Street Hamlet
&2
County Tax Map No. 1000 Section Block
Subdivision' Filed Map LbfiA
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of pr osed construction:
a. Existing use and occupancy mc-lt-" Ke'Xcle'-- 6MO7(�'
b. Intended use and occuparic Ler=!5�'
3. Nature of work(check which applicable): New Buildin Addition Alteration
Repair -Rernoval Demolition Other Work
(Description)
4. EstimatedCost Fee
5. If dwelling, number of dwelling units (To be paid on filing this application)
Numberof dwellina units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy,',speNf�,nd"t4eW extent 6f each type of use.
7. Dimensions of existing structures, if an y� : Fron-f
R6ar Depth
Height Numbel r-of Storie's
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12 Does proposed construction violate any zoning law, ordinance or regulation?YES—NO
13. Will lot be re-graded?YES—NO Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Address Xfa,6L�14'&�_ -Phone No. �/O/_
Name of Architect A'd aarrk_�'_ Address Phone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal Wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.'PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16. Provide survey-,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF.LIIJIL
17ckt C-e a' being duly swom,deposes and says that(s)he is the applicant
(game of individual signing contract)above named,
(S)He is the
(ContrLtor,AgenAorporate Officer,etc.)
ha�
of said owner or owners,and is duly authorized to perform or ve Derformed the said work and to make and file this application;
that all statements contained in this application are true to the best�f his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Swomjo,�efbre me this
day of C)(j- 20 1 a—/
L)e rp je
_90-ta Publi Signature'of Applicant
13ETSY A. PERKINS
Notary,Public, State of New York
No. 01 PE6130636
Qualified in Suffolk Cou�t�
Commission Eyo;;r,3s,1uIv 18,4��1
TOWN OF SOUTHOLD
BUILDING DEPARTMENT BUILDING PERMIT APPLICATION CHECKLIS1
TOWN HALL Do you have or need the following,before applying,
Board of Health
SOUTAOLD,NY 11971
TEL: (631) 765-1802 4 sets of Building Plans
FAX: (631) 765-9502 Planning Board approval-
VV�. northfork.net/Southold/ PERMIT NO. Sury -7
Check
Septic Form
N.Y.S.D.E.C-. .
Exarnined ZI (7-,.20 Contact:Trustees
d
Approve X .20. 7 Mail to:
Disapproved a/c
Phone:
Expiration 20
Buildin ,In ec o
E C
,D APPLICATION FOR BUILDING PERMIT
'MAR 2 0 2013 Date 20/3
INSTRUCTIONS
UD DEPT.
a,T4�@�A�OROatlbn M e completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
, accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing lo.cation 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 r eimoval 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 a corporation)
M di ing address of anDlicant)
2
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
U
Name of owner of premises 0"
(As on t1fe tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will_�e d
, I -
House Number Street Hamlet
2011'3,�7T19 .4.%Y8 7F,"I
County Tax Map No. 100 6 Section Block C�2-
Subdivision Filed Map No. B&
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use'and occupancy ffo o-,,—e
b. Intended use and occupancy#��
3. Nature of work(check which appl ca le):New_ _Buildmg_��_ Addition Alteration
Repair Removal Demolition' Other Work
4. Estimated Cos (Description)
Fee'
(To be paid on filing,this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floof'
If garage, number of-oars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use,
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories-
Dimensions of same structure with alterations or additions: Front —Rear
Depth Height Number of Stories
/ 6) EVE,
8. Dimensions of entire new construction: Front e� Rear Depffi
Height Number of Stories
9. Size of lot:Front
���Depth
10.Date of Purchase—. Name of Former Owner
11.Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES—NO
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO
14.Names of Owner of premise Address Phone No.
Name of Architect Address Phone No
Name'of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater vetland? *YES NO
*.IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 3 00 feet of a tidal wetland? * YES—NO
IF YES, D.E.C.PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF
ao C77,
��C-C-e r4 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor,A& Corporate Officer,etc.)
of said owner or ow' ners,and is duly authorized to perform or have Derfornied the said work and to make and file this app-lication;
that all statements contained in this application are true to the best�f his knowledge and belief-, and that the work will be
performed in the manner set forth in the application filed therewith.
SW,=to before me th's
/�)dav of
'No U
,�� blic Signature of Applicant
BETSY A.PERKINS
Notary Public,State of New York
No.01 PE6130636
Oualified in Suffolk Coun
Commission Expires July 18.1,;,aL3
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: November 2, 2012
TO: Patricia Moore for
Robert Hoey
51020 Main Road
Southold, NY 11971
Please take notice that your application dated October 22, 2012:'
For permit to construct accessory two-cargarage with shed & loft at:
Location of property: Private Road, Fishers Island, NY
County Tax Map No. 1000 - Section 8 Block 2 Lot 4
Is returned herewith and disapproved on the following grounds:
The proposed construction of a an accessory garage with shed & loft is not permitted
pursuant to Article 111, Section 280-15, accessory buildings and structures; shall be
located in the required rear vard.
The site plan shows the proposed garage in the front yard.
Also, the permitted dormer size is 40%of the roof width.
The proposed second floor loft exceeds this minimum.
�Gthorized Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: Me,Z.B.A.
FORM NO..3
NOTICE OF DISAPPROVAL
DATE: November 2, 2012
Update Jan. 3, 2013
TO: Patricia Moore for
Robert Hoey
51020 Main Road
Southold,NY 11971
Please take notice that your application dated October 22, 2012:
For permit to construct an accessory two-car garage with shed & loft at:
Location of property: Private Road, Fishers Island, NY
County Tax Map No. 1000 - Section 8 Block 2 Lot 4
Is returned herewith and disapproved on the following grounds:
The proposed construction of a an accessory garage with shed & loft is not'permitted
pursuant to Article III, Section 280-15, accessory buildings and structures; shall be
located in the required rear y�krd.
The site plan shows the proposed garage in the front yard.
C
Authorized Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: Me,Z.B.A.
BOARD MEMBERS Southold Town Hall
rjf S 0
Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179
Southold,NY 11971-0959
Office Location:
Gerard P.Goehringer CA Town Annex/First Floor,Capital One Bank
ell-
George Homing 54375 Main Road(at Youngs Avenue)
Ken Schneider� Southold,NY 11971
OWN,
'http://southoldtown.northfork.n6t
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
J , MAR —6 2o13
Tel.(631)765-1809-Fax(631)765-9064
IN r'!
OFSoUTI-
FINDINGS,DELIBERATIONSAND DETERMINA ION---!Q-- IOLD
MEETING OF FEBRUARY 28,2013
ZRA FILE: 6624
NAME OF APPLICANT:Robert Hoey
PROPERTY LOCATION: Treasure Pond Rd. and Private Rd.,Fishers Island,NY CTM: 1000-8-2-4
SEOR,� DETERMINATION: The Zoning Board-of Appeals has visited the property under consideration in this
application and determines that this review.falls under the Type 11 category of the State's List of A, ctions, without
further steps under SEQRA.
SUFFOLK QOUNTY 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 Jan. 14, 2013,. 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,*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 Applicant's property is a conforming 2.45 acre parcel in the R-80 Zone.
The northerly lot line measures 156.43 ft. along Treasure Pond Rd. Theeasterly lot line measures 392.20 ft. along
adjacent property,the southerly lot line measures 316.52 ft. along other property, and the easterly lot line measures
450.22 ft., along an unnamed, private.ROW. The property is cuftently being improved with a single family
dwelling; and the proposed detached garage, as shown on the survey drawn by CME Associates Engineering, Land
Surveying&Architecture,PLLC, dated Nov. 30,2012.
BASIS OF APPLICATION: Request for Variance from Article III Code Section 280-15 and the Building
Inspector's November, 2, 2012, Updated January 3, 2013 Notice of Disapproval based on an application for
building permit for an accessory two car garage with shed and loft, at: 1) accessory building is proposed in a
location.other than the-code required rear yard.
RELIEF REQUESTED: The applicant requests a variance to construct a detached garage in a front yard location,
when Town Code requires accessory building to be located in a rear yard.
ADDITIONAL INFORMATION: This property has two front yards, one yard adjoining.a pri ate road named
Treasure P6.n.d Road, and -one yard adjoining a�-�a e�OW. 'Both roads dead end. within the adjacent
neighborhood, and they serve as driveway access for several neighbors, and also as ROWs for their buried utilities.
This R-80 nbighbor�ood is sparsely developed,and will remain so,well into the foreseeable future because most of
the property on the north side of Treasure Pond Road is deeded to the H.L. Ferguson Museum, and is designatedas
a land conservation area, containing some nature trails.
Pa.-e 2 of 3—February 28,2013
ZBA HeN6624-Hoey
CTM: 1000-8-2-4
ADDITIONAL INFORMATION: At the hearing the Board closed the hearing subject to information regarding the
setback to the nearest adjoining neighbor, the proposed use of the loft area within the proposed garage, why it
could not be attached to the main dwelling and the proposed front yard location. In a letter received February 20,
2013, the agent submitted the requested information; in a sworn affidavit by the owner it was stated the loft shall be
used as a workshop for his hobby and the half bath now included in the second floor plan is allowed per code
within an accessory structure. Additionally, an aerial photograph was provided and it noted the closest neighbor at
214 feet away and down hill of the subject property rear yard.
FfNDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on February 7, 2013 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:
1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. Some other properties within the neighborhood have
detached garages located within front yard areas. This R-80 neighborhood is quite sparsely developed. The 23.4
acre parcel north of Treasure Pond Road is deeded to the H.L. Ferguson Museum, to be used as a designated land
conservation area, with nature trails. The 1.84 acre parcel to the east is currently vacant. The 2.3 are parcel to the
south is improved with a single family dwelling. The 3.2 acre parcel to the west, directly across the unnamed
private ROW, is currently vacant. A detached garage in a front yard area of this particular property, located several
hundred feet away from the nearest neighbors, will have no adverse effects on the character of the neighborhood.
2. Town Law §267-b(3)(b)(2). The benefit sought by the Applicant to construct a detached garage cannot be
achieved by some method, feasible for the Applicant to pursue, other than an area variance because this property
has two front yards, and because the sloping topography of the property makes the rear yard area unsuitable as a
location for the detached garage. The architect provided a sworn affidavit regarding the grade and the difficulty of
attaching the garage to the dwelling. It would cause a substantial hardship due to the hills throughout the
neighborhood. The proposed location is the only flat and reasonable area for the proposed garage.
3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100%
relief from the code. However, the proposed detached garage will have a front yard setback of no less than 108 feet
from Treasure Pond Road. The nearest neighboring dwelling is currently more than 250 feet from the proposed
garage, and any future development on the two remaining adjacent, and still vacant, parcels east and west of this
property will also likely be several hundred feet distant from the garage.
4. Town Law §267-b(3)(b)(4) o 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 §267-b(3)(b)(5). The difficulty has been self-created. The Applicant could conceivably construct
an attached garage, and 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 p4chase.
6. Twn Law 4267-b. Grant of the requested relief is the minimum action'necessary and adequate to enable the
applic'ant to enjoy the benefit of.a detached garage located within a front yard area,while preserving and protecting
The character of the neighborhood and the health, safety and welf�re of the community.
Page 3 of 3—February 28,2013
ZBA File#6624-Hoey
CTM: 1000-8-2-4
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
C,
New York Town Law 267-13, motion was offered by Member Homing, seconded by Member Weisman
(Chairperson), and duly carried,to
GRANT, the variance/variances as applied for, and shown on the survey drawn by CME Associates Engineering,
Land Surveying &Architecture,PLLC, dated Nov. 30,2012. Subject to the following conditions,
Conditions:
1. No sleeping or cooking facilities permitted.Loft, shed and rage spaces shall remain non-habitable.
2. No central heat or AC.
3. Seasonal heating and cooling permitted as proposed.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued
Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a
possible denial by the Building Department of a building permit, and may require a new application andpublic hearing before
the Zoning Board ofAppeals.
Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan andlor 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 orfuture 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 rightto 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, Schneider. This Resolution was duly adopted (3-1).Member
Goehringer abstained
Leslie Kanes Weisman',Ch�Lryerson
Approved for filing /2013
Town Hall Annex Telephone(631)765-1802
54375 Main Road
d -9512
Rax(631)765.
P.O.Box 1179 roger.richert owl i d.nv.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: _11nZ)M66 Date
Company Name:
2=
Name: )PA
I
License No.: 14 9 Co' In
Address:
Phone No.:
JOBSIT.E INFORMATION: (*Indicates �required information)
*Nam'e: 00.Li
*Address:
*Cross Street:
*Phone No.: r7 9't;F)
Permit No.- 37�lq
Tax. Map District: 1000 Section: Block: Lot:. —d
�*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All,That App*ly)
*Is job ready for inspection; YES NO
G;) Final
*Do you-need a Temp Certificate: YES
Temp Information(if needed)
'*Service Size- I'Phate , 3Phase 100 1,50 200 300 350
400 Other
*Ne,2 w"Service:', Re-iconnec'._ -UndergrOu' rid Nuinber6f Wtiers 6
Change of Servi.ce� Ove ead
Additional Informati
ion: PAYMENT-DUEWITH APPLICATION
&K,
S�e C__
8Mequest for Inspe'dion Form
PATRICIA C. MOORE
Attorney at Law
51020 Main Road
Southold,New York 11971
Tel: (631) 765,4330
Fax: (631) 765-4643
August 20, 2013
Building Department
Town of Southold
hand delivered
Re: ROBERT & MARGARET HOEY
Premises : PRIVATE ROAD, FISHERS ISLANb
SCTM: 1000-8-2-4
Building Permit #37914
Dear Damon:
With reference to above, my clients wish to amend their
building permit to include a toilet in the garage. Enclosed please
find an original Health Department stamped survey for the proposed
toilet . Also included are 4 revised. stamped plans prepared by Paul
Burke, Architect.
Thank you and please do not hesitate to call should you have
any questions.
Ver yours.,
atricia C. Moore
encls .
D
AUG :2 2013
BLDG.DEPT.
TOWN OF SOUTHOLD
PATRICIA C. MOORE
Attomey at Law
51020 Main Road
Southold,New York 11971
Tel: (631) 765-4330
Fax: (631) 765-4643
WWW.mooreLtiys.co
email: pcmoore(a-)
.,,mooreattys.com
February ZO, 2014
Town of Southold
Building Department
hand delivered
RE: HOEY PROJECT; FISHERS ISLAND
PERMIT# 37914
Dear Connie:
With reference to the above, enclosed please find an original health depal tment stamped
survey. Please make part of your file. I understand the final inspection for the C.O. is schedule
for next Wednesday(2/26)
Thank you and please do not hesitate to call should you have any questions.
Very truly yours,
Patricia C. Moore
By Betsy Perkins,LA
bp
encls.
0 L PR��Y, RECORD CARD
2 'TOWN OF: 5 UTHOM
'OWNER STREET VILLAGE OIST. SUB� LOT
1,J k- ey
NER E ACR.
F%M I
V
S W TYPE OF BUILDING
40
)ES. SEAS. VL�11 FARM COMM. CB. MISC. Mkt. Value
LAND imp. T6TAL DATE REMARKS
o,� JLII�
1r,4z - V4,I)Y
CID 1!54 r-)�n G,,q 7- E
124�0 2,0253 . 41) /V/c
- 01/i
t
11 DI)
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM, Acre Value'Per Value
Acre
:riilable 2
-illable 3
Voodiand
FRONTAGE ON WATER
;wampland
1rushland FRONTAGE ON ROAD
louse Plot DEPTH
BULKHEAD
DOCK
otal
mono ONE
mommomm MEN
I.OWN 41m
1111131101 Mal
MEN MMEN
NONE
anion
'Iloilo
VIVINA
iWAN ONE NONE 0
WHOM anumm-mon MOEN
Mimimp.-- a a 0 S it lop-S a MEN
mm- 111 lam 0
MAR121 MOEN
- Smaw 1 0 MENEM
MEN nommoomm
0 on 111111CI MEN
III MONO
on sommosom
MEMORIES
on NONE NONE
SIEMENS! MENEM
NOMINEE
Dinette
Finished B. In I terior Finish
Fire,Place
WOM
Ext. Walls
Em
Library/
Foundation
Finished B.
Fire Place
Ext. Walls
7
Dorm er
IFA
0 : �SL
TOWN- , OF SOUTHOLD PR��PTY RECORD CARD'
2- -
OWNER STREET SUB, LOT
VILLAGE IJIST.
"tile,- -'vv�!ONVN
sk�f S E ACR.
F
NER
fp. S w TYPE OF BUILDING
ES. SEAS. VL, FARM COMM. CB. MISC. Mk-t. Value
10
LAND IMP. T6TAL. DATE REMARKS
3 94"
(q0.C> 1 (54 C)in F., F.J.�.5wn)-4 Ir 12 IL
/*
4-A 6c4d
III gpif3aL14 new Lie- I I iu E-Z#.3�5 D- D_D D
A6E BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM. Ac re Value Per Value
Acre
-1111�ble I
1liable 2
'illable 3
�oodland
wampl-and FRONTAGE ON WATER
rushland FRONTAGE ON ROAD
louse Plot DEPTH
BULKHEAD
ota I
0 91
S62'06'3 *E
A 392.2W
Lf%
94)
C14
_�o I It
66—
x 1,0
60 —od \ _-4-I
eo
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111D F
1/1-C Ilk ti)
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00
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le I
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oo
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Avj�D DPIVEW
'Ay
03 50316 ......................... 730711
1
OF N Ll -
V's
s
NIF
THE HENRY L. FERGUSON MUSEUM, INC. to
VACANT LAND P.
SI-26IZ7 -1
A&FJ570we
NIF X%
NATHA E. S41NT AMAND cn
(BLOICVK 20 - LOT 8) 0-0
DO
VACANT LAND
91E
20-9
TREASURE
TO 1350± MOZZEITONe --------
MAIN EAST INOT FOUND)
END ROAD I--
25,26.
ONO
BENCHM4RK IRON ROD TREASURE F
5- u
IIELEVATION 66.9 q Ff.6" LOCATION MAP SCALE 1"=400'
5, V WATER
PROM LF.
4-AVILA 1!!.50 PVC
PIK W/RUBKR C- I
MPRE so LF. TEST HOLE BOA
BY.FL.STROUSE.P.E.L.S.08/03/10
TO GRAM O�12 TOPSOIL
12�32"SANDY SUBSOIL
------- 32--17'SANDY TILL W/FlNES-SM
PROVIDE CLEAN-OUf
U,Ified Soils Classificatio,(USC)System Q—n ASTM D-2487)
0 Moj.'DMi..:C--Gri..d Soils.Snd ith F...
Group S,-b..:S..Silt,S..d..S-d..d Silt�9.lura.
*'N i' or,,S..dy L*..
BENCHMARK IRON .I
0 S*�C,*"if,'D- MCE
=:S:. -1==S'
ELEVATION 62.6.3 V OUT TO RESIDENCE
0 CORE TAW FOR (UNDER ok",I
CONSTRIUCTION) PROVIDE 1500 GALLON SEPTIC TANK
% PROVIDE I OISrRIBUTION BOX
------- PROVIDE 3-6'6'X 6'5'LEACHING POOLS(SEE DETAIL)
HOUSE OUTLET-64.1
A
SEPTIC TANK NLET-63.0
SEPTIC TANK OUTLET-62.5 l-
D13OX
'w. INLET-62.25 C;d >- uj
DSOX OUTLET-62.08
LEACHING POOLS INUET-61.9 LJj
0 <
11% L'i
PLAN MADE FOR DUNCAN ELLSWORTH FISHERS ISLAND.N.Y.SCALE 1- 0 <
t m
00 Fr.CHANDLER&PALMER.ENGR'S NORWICH.CONN.SEPT. 1953. 0
I-
(FOUND) 2.)SURVEY MAP PROPERTY TO BE CONVEYED TO ROBERT J.HO Y 2 0 1
H.HO TREASURE POND ROAD FISHERS ISLAND.NEW YORK DATE:UV=247 a.w A a C)
Ey 0
2010 1 Ljj
SU SCALE: 1"-50'SHEET I OF 1 BY CUE ASSOCIATES ENGINEERING,LAND Ld
RVEYING&ARCHITECTURE,PLLC,PROJECT 12010820. 0 (A
0" af '0 0
NOTES a. < z In
25'RIGHT OF WAY THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED LJj 0
UTILITIES WREON.ANY EXTENS N OF THE USE BEYOND THE PURPOSE AGREED TO _In
FOR DRIVEWAY AND m w 0
to D�
BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 0 <
NIF ENGAGEMENT. In
JANE F. GENIESSE of m- ,
d 2.)IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,UNLESS
(BLOCK 20 - LOT IDA) ACIING UNDER THE DIRECTION-OF A LICENSED LAND SURVEYOR,TO ALTER AN
VACANT LAND ITEM N ANY WAY.
NIF�
CYNTHIA C. SAINT AMAND 3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S
4p, SINGLE FAMILY,RESIDENCE SIGNATURE AND AN ORIGINAL EMBOSSED OR[UK SEAL ARE THE PRODUCT OF
THE LAND SURVEYOR.
MUNICIPAL,WATER
ON SITE SEPTIC SYSTEM 4.)COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODETIC
SURVEY TRIANGULATION STATION"CHOCOMOUNT 2'
5.)SITE IS IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX MAP 1000,
1;UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES of Kay y SECTION 08.BLOCK 2.LOT 4.
6.)TOTAL AREA-2.45:k ACRES.
PrL OF CONSTRUCTION FOR A 7.)BASE FOR ELEVATIONS:APPROXIMATE NOVID 1929
=Rw FOR APPROVA el.S' U
SINGLE FmLy RmDENICEAND B.)COORDINATE ALL UTILITY INSTALLATIONS WITH FISHERS ISLAND UTILITY
COMPANY.
25-.-40- 9.)OWNER:
ROBERT J.&MARGARET H.140EY
S1692.55 TCWAY �-':2 oi 1 23 WEST GERALD DRIVE
14 MANCHESTER.Cr 06040
860-646-9797
"L.9127
MER15TONC
DATE twor rOUND)
APPROVED '-<AUG 2 0 2013
<
TOTAL MAXIMUM EEDF,010MS
NIF —so—— EMSTING CONTOURS
EXPIRES THREE YEARS FROM DATE OF PROVAL CHOCOMOUNT LLC BLDG.DEPT, .50.5 EXGTING SPOT GRADE ELEVATION
-bENCE TOWN OF SOUTHOLD
SINGLE FAMILY��SiIDENCE
.5" PROPOSED SPOT GRADE ELEVATION T
MUNICIPAL WATER m '2 .
ON SITE SEPTIC SYSTEM G.T.D. GRADE TO DRAIN 0
RECEIVE I - : -
EXISTING TREEUNE
UNITS OF CLEARING r
13UUING SETBACK LINE DATE: NOV. 30. 2012
Rov'sed Plan APP::oved AUG 0 9 2013 JUL 2 9 2013 TEST ROLE SCALE: 1 60'
PROPOSED BURIED UTILITIES
QUALITY CONTROL CERTIFICATION
GROUP MTires SUFF. CO.HEALTH SERVICES
OFFICE OF WASTEWAmpj 'r, 3w 15, 0 30' SHEET
VA Ra
GRAPHIC SCALE IN FEET 1 OF 1
E
-4
r
0
SITE
20-9 g
NIF
THE HENRY L. FERGUSON MUSEUM, E
E
VACANT LAND
C.
MfRESTONE TREASURE FOND
(FOUND) Nlr
NATHAN E. SYNT AMAND LOCATION MAP SCALE 1"=400'
(BLOCK 20�- LOT 8)
VACANT LAND
Vol,
TREASURE
MERE-,TONC
(NOT roUN
)I PLAN MOE FOR DUNCAN ELLSWORTH FISHERS ISLAND,N.Y.SCALE I--
SO%\ Qo Fr.CHANDLER&PALMER,ENOR'S NORWICH.CONN.SEPT.1953.
V, PROX.LOW1 N 2.)SURVEY MAP PROPERTY M BE CONVEYED TO ROBERT J.HOEY&MARGARET
ELECTRIC SERVICE H*HOEY TREASURE POND ROAD FISHERS ISLAND,NEW YORK DATE.AUGUST 24.
2010 SCALE.'1-50'SHEET i OF I BY CME ASSOCIATES ENGINEERING,LAND
%%, &ME[ER SURVEYING&ARCHTTECTURE�PLLC.PROJECT#2010820.
NOTES z
a'
L DRIVE 1p ORY WELL 1.)THIS SURVEY WAS PREPARED FOR THE PAFITIES AND PURPOSE INDICATE
HEREON.ANY DMSION OF THE USE BEYOND THE PURPOSE AGREED TO 0 C,
BETWEEN THE CLIENT AND T14E SURVEYOR EXCEEDS THE SCOPE OF THE
0 ENGAGEMENT. �j m:.
6 q:0 0 Z
C" 0 C)
5 I'D 2-)IT IS A VIO ON OF THE STATE EDUCATION LAW FOR ANY PERSON.UNLESS
ACTING UN,ER LTNE DIRECTION OF A LICENSED LAND SURVEYOR,TO ALTER AN
A ITEM IN ANY WAY.
0 HOUSE FOUNDATION
LOC�TED MARCH 16.2012 z
3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS >
RiSI E. SIGNATURE AND AN ORGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 'j
0 La- 1x
1500 CAL 0 THE LAND SURVEYOR. cn Ex
SEPTIC TANK BE C,
0,
SURVEY TRIANGULATION STATION'CHOCOMOUNT 27 01,
4.)COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODEnC w 0'
(n X L,. _j
PROPANE TANK 10-OZ WELL PATIO 5)SITE IS IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX MAP 1OD0, 0< <
SidON 08.BLOCK 2.Lorr 4. z
6.)TOTAL AREA-2.45d:ACRES. Of
DRY WELL 7.)OWNER:
ROBERT J.&MARGARET H.HOEY
123 WEST GERALD D_
PROX LOCA MANCHESTER,CT 06040
W LK 6.111 E. BBO--646-9797
MERESTONE
(FOUND)
2V RIGHT OF WAY
FUR DMEWAY AND V)
UTLITIES FL
ZE
NIF 0
JANE F. GENIESSE SWRC SYSTEW LOCATION DATA -
(BLOCK 20 - LOT 10A) (1)
VACANT LAND DISTANCE DISTANCE -
NIF FROM FROM >
e POINT HOUSE HOUSE
CYNTHIA C. SAINT AhMNO CORNER CORNER DESCRIPTION
N-1 Y D'- SINGLE FAMILY RESIDENCE "A' B. 5
SUFFO K COUI -1711,MNIT MUNICIPAL WATER 1 64.0' 43.0' TANK INLET COVER
EALTH SERVICc.9 ON SITE SEPTIC SYSTEM 2 soz, 44.7' -TANK OUTLET COVER
3 55.01 47.0' D-BOX cs
APPROL'AL OF RUCTEDWO F::K — I LEACHING POOL
A S HN G L RKSFOR 74-0' 61.1. _-H--—————
7.0' 73.0' 1 LEACHING POOL
[)ateFEB 4LY RESIDENCE 6 1 682.0' 59.0- 1 LEACHING POOI_ <
1014
H.8-Ref. No.
0 - 0 <
.10
Sewage disp,-sal-and v,,a,
:me
,3:;Pply fa
.%_Nues tNs cj
InSpWed an&Or Ceffled b 'E�T
y I'lis 25*x 40'
L'ap;1rhent or ojh�r, fn
Udstctoly FOR A � Z'gonrl RGHT OF WkY
MAXIM 5 and fnupd to
13Erjp
W1419M
MERESTONE o
fNorrouNDi § �I :
MAIL 5Er N/F NOW OR FORMERLY
C/o CLEAN OUT AT GRADE DATE. 12/12/2013
alter 1. fe, SCALE: I' = 60'
Hilbert,
fficp-Of
M
QUALITY CONTROL cEFffFjcAnoN
GROUP FIE111110
SHEET
1 OF 1
GRAPHIC SCALE IN FEET
-36'
—29'-8�
4 x 4 x 3/81, —6�-4#
stf. Column
HOEY GARAGE: LAV— KOHLER MEMOIRS *2344
TOILET— KOHLER MEMOIRS *3817
Counter w/ I D
cabinets below
SHED
12'x 14'
co
0i x
GARAGE 0 Cabinets
co
UP
14R
4 x 4 x
stf, Column
:J
2'�
2� 5' 5'
—24'
12,
F-irst Floor Plon -\I— F-D Aj
Al PNID,6�
1/4' - 1' 9
6 4'-7#
6'-4�
Ar
�j
0350315
0 N
CD
Counter w/built in
cabinets below 106
X
LOFT LAV <
ILT 0
QN.
(I x 4 Oak flooring)
:0� J0
<
Window seat
T-61,
Z
�U
\D >1
0i a)
Ld C)
\0 U)
LL
T-6y 91 CU
4 21-5# 2t-14
—36;
2 ':�,zcond lloor Plan
Al
1/4"
GENERAL CONSTRUCTION NOTES
wsw� 11 1 0 Ilk 1111, 111 -
NAILING SCHEDULE
AS PM PWSCWTWE DESIGN FROM 19" SBC MGH WIND EDIT= WIXID FRAME CCINSTRWTMN MANLAL
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
alum W" ALL NAIL SPACING IS BASED AT 161 Or. SPACING& ANY OTHER OR DIFFERENT APPLICATMNS, THE CONTRACT13R
sww VIM UK TrXHM MAY 1 r 1 31 WKSLA"Off nj= SHALL REFER M THE PRESCRIPTIVE DEIM SECTIM 13F THE WOM FRAHM KMUAL FOR PROpM APPLICATEN
mwm HAZAM
45 Lm go KVM 3 ". "Com"M SLINT n MW ROOF FRAMINGi TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOAD&
Jmff MMCW I NIX ROOF SHEATHING, SWATHM raw W& WNW V IM
"Y' JMNT XWV1 om LIZATM PNIEL Elm SUPIMM IN THE PANIEL D NOTU
�wil i -I SP04M Nff=
'Tr i VALU M -- ---- Ir FUME= EMM a Gw-oc-
THESE COCTRUCTION DIXUMlENTS HAVE BEEN DESIGN11ED TO HEET THE MIN" LIVlE WAD TW PLATE W V^Aj +-ft CON" 97KCR&C Irw or RM 17Z WM
cwrtm xLov- REF M SECT. R30t4 R311111.5 (IF KYX RESIDENTLAL CONST RUCTMN CODE Maim 4011411- WNW LACH 90C UTERUP ZOW COMM 0 61= 9d C130M a W NOTEs 2 rcot Poma. Fima
TO TW PLATE W VALU 4-W CWW J=T ENW*VLL WNW NO WAX TMRM On a 41=1_ IM .4"
LM LIM IjV1E LUM30- ME= 32ST M As PtW TA&E 3.7 CEILING SHEATHING,
PfIKAJEL_*AFTE0 WM - ne LAP KA&
r
AT
KAM
40 PW CERM _,X-AT LWX R PO MU 17 :g"
am PAWnTm %NU - S3C NAL MY. SPACM
00EPT SLEEPM WANDRAIL em (EM Lo - GYP" NOTES
RM 30 PW direction ILAAA-Ami TAL a Pin TAKE U FACE- CO3 r Ur. EDW
ac .
TO RAFTElt WFCM - S31C END KAIL WALLJCWtD FZIJ THESE NOTES ARE CIP&Y TO BE KLtUOIC19"i TO If WXTMNED IN SOCXXX WUTE:S L-WLY.
ER GWAGE 5 F7 ;W PSF---
K11131M TM
CEII-M u(natm SAIDUM pff TO R*-M 2 - ad cawm
(W from - MR IMM Emu tua WALL SHEATHIND 1). For roof sheathing within 4 feet of the perimo walgo of the roof, (nduding 4 f&et on each skle of the roof peak,
10 PSF TO RAFTER a - im com I - the 4 foot perimeter edge zorw attachronts required shall be used.
OTY. SPACDG
STRUCTML Od COOM AS PER TAKE 19 P.). TWxA*Ud 12 kuh oc n*X spia&g aLssuiiits sheathbV attiached to mftev, / tm�xz frarft rAjjb� with M49,
VrC" - ne For frominig members whh <M42<G(M49,o the MOX XpackV shall be reduced to 6 kw;**% oz,
COMM r at. Em
&L 900W.- MD GENERAL MUWTM TO It WALL FRAMINGi IV .= F91B 3). Tabulated 4 Inch oc. nall spacing assumes sh*athkV to r*ftAw / truss frankV nkmil�*rs &h G>&49. For
ASSEKKJED AS PER KY.& RESIDENTIAL CONSTRUCTION CME. MAL COULM _7`_ DZ_M* framing membw wfth 0.42<G<0.49, the nal spackV shalt be reduced to 3 kx**s *.c
JONT DESCIVIM" VALLIM9 w ac . FMELD
REFER M THE FOLLOWING MANUALS F13R ADDITMNAL FASTENER REGUMMENTSt M. SPACM
171W TU _MM
SST11 *-" Standard for Hurricane Resistant Construction TUP PLATE SEE mm I FLOOR SHEATHING, TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS,
117 PLAM AT J0T MOUND" MAR. IV49L MPACM zrfW;im AT
INIER=11AM E& 4 04cm AT' "J*L SLIVOM IN TW PN4EL WDIM
7---W 0&'WSED FROM 7-M MInFirMa" Deslo Loads for Buildings and Other Structures MR FAM 1p W 60
2W
I' OR LE
sTUD NAL 41 EPWsi 416, ow caw" a %we NM 2 rM POACL F�0"
MW To W1__at7__ rACE a ?I,
........*� I" ca" Slim= own a 6 F
HEAM EAM NA&
NOTES,
GENERAL CONSTRUCTION NOTES, PLATE 70 smm W NAU. 21111111111 W
RPM Pon M FAM NAIL THESE NOTES ARE EN&Y TO BE REFERRED TO IF
SAW"
L The Wormtk)n on this sot of construction documents Is related to buk desw J=1 314!M Md F= MENTIOWD IN SCW:.DULE NOTES ONLY.
DIM IJMST ER
intent WW fraAkv details. They are Intended as a construction *K not a substitute rr
fw generally accepted good kxAdlr* piraclke and comptiance wft current Now York FLOOR FRAMINGs 1). Naking requirvewmts are based on watt stwathft
State buitiding codem The Gentrat Contractor Is rospormWe for provielft starWard naKed 6' on-center at the parget edge, If watt sheatkft NOTES
cordr0�tion details and proictduras to ensure a professioniatty finished, structumtty JMNT 0E3CRVrrMN Is naked 31 oni-center at the panel edge to obtaim h%pwr __2*nN10bnN0===
vy. -- THESE NOTES ARE MLY TO BE REFERRED TO IF MENTMNED IN SCHEDULE MUTES M&Y.
soured and *,eathtrproolf completed produc+. 3MIT pwmm shear capacities, riialling r*quWvmmtz for structL**At
r1m members shall km, doubted, or alternate connectors,
TW PLATE OR
P, The Gemrat Contmiator Is , W! A111Xmi muie for ensurft that all work and construction L NM=c such as shear plates, shall be used to mainto3n toad path 1X For watt sheathikV within 4 feet of th& c0mliem, tht 4 f00t edg* zone atUchment requir*ments shatt
ra*ts cumeryt federal, Stft+Af, county and tocat codw%, ordkuLnices and r*j*Aatkwm, etc. M JMST 2 - ad END be US"
These cod&s art to be considered as part of the specificatk*w for this "ding wW RIK= 2). When wWA sheathing Is cont**jous over corw*ctod 2). Tabulated 12 Inch oc mail SPUCkV *ssL$Ws zh@dthkV uttach" to stud frw*V rwmbtrs with
styxAd be adtwr#d -to even If they ary In variance *th the pilan M J= members,the taWated number of rialts shall b* 'permitted 00-49. For frw*-Q members *M 04M<.. the naR SPQChV§ shall be rvekxad to 6 Inchas oc.
X3XIM TD 3 - im caw,;M7 to be reduced tail 16d nalt per foot,
3. Mvmkww shag take precedent over scat# dr*wbNp (do not scale drawings). $XL OR TOP PLATE NNL
law-17W , 3 _ 16d FAM___ 3). For exterior- panet siding, ga(vinilzed box nalts shalt be perHtted to kw substKuted for con"M naks,
4, T�w designer has not been er4pWid for construction supervision and assumes no TO KOM NM
rosponsIA" for construction coordhating �with these ptam, nor responstillity for JWT- MM 3 9d TOE D AFIC
construction mewWo methods, techniques, sequonces, or procedures, or for safety TO KM JOUT NNL ID
pr,ecautimv " programts in connection with *11ow woric There ar* no mrmmtles for a an 31W I" PER---]:W
nppc�q-_ use expross*d cr *vU*d In ttw use of the" plans. TO IXUT JWT KVL
000 31VT T5 ISO _7120-14pr
SILL M TW KATE
rMT SM "M i
R#fer to ftor plans, exterior atevationsA' and window txtorlor door sche"t for
types OW slx*s of windows and exterior doorm GENERAL FRAMING NOTES 035015
-
&Gftwmt Contractar Is to ensure that masonry and ft-epitiact, constructIm meets or L Unless otherwise noted, *It framing material. to be #2+BTP. Doug Fir. OF goq,
exc#&vk tit mwvjf=tur*rs spiedfications anid appiticablo codes. -
2. Fkx)rs, walts, cellings and rafters to be 16' W. unless otherwise noted
7, owwral Contractor to consuilt WW coordhat* wtth the owwr for all, built in Mons Provide fire-blocking wl,wt a applicable.
w,x:h as bookca�.. sWvkN;o pantryo dosets, trim, ttm
8. WN04 toad rw%1U16'&01 ctions shall be taken Intoi account during construction. I Unless otherwise noted,, all bearing watt headers to be min 2-1:Ay 2AWmted lumber.
CwFw"wu Alt headers to have adequate be*rft an each end or as specified
Tr,, --d pirotoctidin ~ shot" bt reviewed prior to startk*0
4. Att flush bewits / headers to be Installed wPth heavy duty golvayiz
Provide Giatvanizod Hangers and anchors where aMftable to all
GENERAL FOUNDATION NOTES hwows.
=12=1M. 1 1. 1 - - 1111W joists cormc to bftms <
1. C*rwrat Cmtr�r & Hawn to reviirw plow, elevations and dirt"s to dettr"Ine W
M Double up ftcor Joist under watts that run parattat to floor joist om
In tol twfthts of finished ftor(s) above typillcal Veda. <
lAmbt batht" Floors getting ceramic tIl* shalt be verified for toad capacity. .2
p, All rooit�ng +,o rest an undisturbed (vkVW SoL 0 C)
6. Provide blocking; / bridging In floor joists 0 8' O.C.. Use sood WockkV
a Provide I/L3,0 expansion joint material botwe" concrete stabs and abutting In floor jolitts under att. bearing watts.
corw"te, or,, masonry waft occurkV In extorior or umheated Interior areas, 7. Provide Insulation baffles at wave vents between rafters. Instatt draft blocking
up ne
4, Any new concrete waft be attached to exktkV Of any) concrete stnxtury to
be installed with #4 re-bar, lir long It Ir Or. Us* approved epoxy for InirtattatiorL Unless otherifto noted, Roof and Valls to have a min, 4-pty 1/2,0 FMtnWWs,
5. UrAtss o*wruim noted, all Interior sloiox on grade to be 2W pstcona*to exterior sheathing gmde plywood Plywood to cover over plates and headem GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES
Exterior slabs an grade to be 35M 11341 Concrete 9. Unless otherwise noted, 3/4* T&G Fir or Advantech plywood -to be adhertd
to joist w/ PL400 adhesive and screwed to fAoK)r Joists for sub floorft, Finished 1. Alt water supply, drainage wW ventkV to be as per KY.S. L All electrical to be as per KM Reskientlat Constructim code, 6) z
sww or gravet fit wIt:h 6x6 wire mexh rain orcing. Interior stalm to be placed on 6 mill. floor to be installed over as per manufactur"s Instructions. Residential Corurtruction Code -6
C:
poty9thytw* vapor barr-W. FoirWa Stab to be a minimum of 3-1/r thick IM Alt bathrvomi watts to have I/el moisture r*z1stant s1wetrock. Gar-age Watts a Verify septic system w", Enginiver for Suffolk County Hoolth a AU etectirical work shalt be Lrodervirlters ftppraved
anid ceilings to have 5/ir Typ@-X shretrock UrMoss otherwise not*d,, rest of Department approval.
Provide crawl space with one 846 cast k-on foundation vent for every 150 square 3. Smoke dettcttir-s to be tocat" throughout as per Secilon RW7 of
IxAdN to Pave 1/2' regular shottrock Alt 10wttrock to be taped and finished,
fcot of ared. MM ResIdential Const%ctlon Code, Prove a mk*Km of I C,�,4HWM
0
I If. wall studs, plates or joWts wv cut out durkV k4taltatlion for Monoxide Detector, In builtdkn�
7. ProvW& nk**.m lWx24* access Opening to CMW( SPOLCO W*Ck. IL All roofs with a pltch of less that +12 shalt( be Installed with lee & Wat4pr Bwy4w any piunbWQ related work., provide adequiate bracing aLnd plates
or approved equal. to protect and secure the structure. Verify with the state code
a of foundation with bl *xxm co*UV as "Ild manufacturers recommandiation for maximum hot& size and
My b= section R406 of M SRI plates to be pe a sure treated Use wKh ski gasket .&nd cop__rj*WkW Pr,,ct�
..& co*. A " polyethyPitnt fKm shalt be applied over V* grade portion apprio equal termite ~d Platos to be archored to foundation wrm a 03-Apr
of exterior founcktion watts prh* to bw:kfKtWg minimum 1/20 daxr tong anchor bolts It 6' = wid wA I' of ends and corners.
9. Drojr4g* to be provk1rd as W section R,915 of KY�S. , asidenbat code
S2
FUDW STRAPPING
FOR 16" rLC. WTERS PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD
RIDGE STRAPPING
CMECTMN WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT
PITCH SPAN CAPACITY (ptf) 16' DiC, UNLESS OTHERWISE NOTED, GENERAL WI-ND PR C ON CONNECTION NOTES
lal 644
16" am
1073 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIGMS TO BE IN ACCORDANCE WITH
2*1 1287 THE FOLLOWING MANUAL&
b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCT113N
16" 676
200 _____j13LLAR TIE C). ASCE 7-02 (REVISED FR13M 7-98) MINIMUM. DESIGN LOADS FOR BUILDINGS AND
121, RAFTER-TO-WALL Q)- 1995 SBC HIGH WIND EDITION WWD FRAW CONSTRUCTION
509 TY-DOWN CONNECTIONS
847
442 OTHEk STRUCTURES
24" 1017
281, 1186
321, 1357 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR
RAKE OVERHANG OUTLOOK WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER C13NSTRUCTION SHALL BE
12-e 392 CONNECTIONS IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
16" 523 RAFTER
21D* 653 UPLIF
;APFTERN
S
542 24' 783 SPAN 1). RIDGE TO RAFTER ASSEMBLYt
I OC
915 12* OC 361 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS.
I 't [X WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d
32$ 1045 16'0 0C _ 481
36" 1176 COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED
THE TABULATED NUMBER OF 8d IN THE STEEL STRAP.
12, 351 HOLDDOWNS WHERE REQUIRED
161 468 UPLIFT CONNECTIONS FORi RAFTER-T13-WALL, 2). RAFTER TO WALL ASSEMBLYi
at$ 585 WALL-TO-WALL- AND WALL-TO-FOUNDAT113N ION INN oil LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR
642 24' 702 WALL-TO-WALL TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED.
C NS — I
ew 819 ROOF CONNECTION MIN, 8d NAILS NOTES CONNECTIO USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE
32" 936 SPAN CAPACITY - REQUIRE.D CONNECTION AT WALL HEIGHTS UP TO 10" AND AT RAFTER / CEILING JOISTS
36' 1053 12t 427 tbs-. 4 SPACING @ 16" D.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION.
12* 326� 16t 526-, tbs. 5 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR
16" 435 201 626 tbs. 5 TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE
742 20' 544 24" 726 tbs. 6 ....... SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.
- 24" 652
12812 21B, 761 2611 826 tbs. 7 3). WALL ASSEMBLY TO WALL ASSEMBLYi
32" 870 �o 927 tbs. WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS.
36" 979 1- WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW., THE STUDS SHALL
-------i tbs. 129 O.C. HOLDDOWNS WHERE REQUIRED BE ' ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS.
HEADER GIRDER CONNECTION& WALL-TO-FOUNDATION 4). WALL ASSEMBLY . TO FOUNDATIONi
rF HEADER UPLIF LATERAL CONNECTIONS FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION., SILL PLATE.. OR
'o I --I— ____ V III BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM
,SSPAN SPAN I tbs. I tbs. HOLDDOWN ANCHORS REQUIRED J—_ EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN
20 469 254 FOR TYPE I AND TYPE 11 SHEAR WALLS AMP- MASONRY BLOCK, FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN
4' 939 504' (6* PANEL EDGE NAILIMG) GIRD R ACCORDANCE WITH TABLE 33B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION
60 1408 762 STRAPPING MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE.. 3-INCH SQUARE
a# 1879 1016 WALL HOLDDOWN WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL
"LD'
p NOT EXCEED 72* D.C. FOR BUILDINGS WITH A CRAWL SPACE GR BASEMENT. BUILDINGS WITH A
lot 2347 1270 F_HEIGHIT -CAPACITY ('%bs.) TYPICAL WIND LOAD , PATH
i�� SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32* D.C. STEEL STRAPS
120 2817 1524 3375 N.T.S. EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS
14" 3286 1778 91 3800 SHALL BE HOT-DIPPED GALVANIZED COATED.
"Ei ]
16' 37561 2032 100 4225
254
620 5). HOLDDOWNi
4' 1239 504' HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES
6' 1859 762 WINDOW SILLPLATE IF9 WAN 3.5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2
81 2479 1016 CONNECTIONS H AnER TRAPPING FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL, A CONTINUOUS LOAD
ast 100 3098 1276 HEADER -U—P-0-FT SILL CONNECTORS PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN
RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVEo THE HOLDDOWN SHALL BE
12, 3718 1524 SPAN tbs,
%1
14' 4338 1778 21 SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE
16" 4958 2032 254 REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE4
'7 HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS,
............
20 770 254 40 504 HOLDDOWN ANCHORS
4' 1540 504� 6' 762 HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS.
6' 2310 768 1016 tp
S& 3081 1016 -1 HE 11 7). WINDOW SILL PLATESi 0,?5035
IP70
360 let
3851 1270 121, 1524 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS, OP NON
12, 4621 1524 2x4 WALL SILL PLATE (FLAT)i I-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP To 61M
4' 5391 1778 14' 1778 2x6 WALL SILL PLATE (FLAT)i I-PLY FOR OPENINGS UP TO 5`11 AND 2-PLY FOR OPENINGS UP TO 8'*9.
60 6161 032 16* 2032
2L-J 7). CATHEDRAL CEILINGS,
TYPICAL SHEAR WALL ASSEMBLY
f WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAMj THE RAFTERS SHALL EITHER BE NOTCHED
MIN. NAIL SPACING FOR ROOF SHEATHING W/ ROOF RAFTERS@ 16,0 CC N.T.S. AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH
w
NAIL SPACING AT NAIL SPACING��AT INTERMEDI RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING, CONNECTIONS TO THE RIDGE
LOCATION MIN, NAIL SPACING FOR WALL SHEATHING ATTACHMENTS AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS.
PANEL EDGES SUPPORTS IN THE PANEL FIELD
ui m a
IV PERIMETER 64" D.C. 67 D.C� LOCATION NAIL SPACING AT : RAIL SPACING AT INTERMED 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. r�
EDGE ZONE PANEL EDGES SUPPORTS IN THE PANEL FIELD USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS m F02 .-
INTERIOR ZONE 6'v D.C. 4" EDGE ZONE OTHERWISE NOTED. dz
120 6'0 0.C. 121p 01c.
GABLE END WALL INTERIOR ZONE 6" O.C. 121, O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS
4� D.C. 4'0 D.C� UNLESS OTHERWISE NOTED.
RAKE & RAKE TRUSS
USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS.
CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY,
CATALOGUE ------ MINIMUM
DESCRIPTION LOAD CAPACITY CATALOGUE
NUMBER
TAL'IGUE
UM]
[fN )ER FASTNERS NUMBER DESCRIPTION LOAD CAPACITY MINIMUM Z
FASTENERS
BOLT TO VERTICAL MEMBERi (2) 3/4x3-1/2 BOC S
ADS5 HOLDDOWN ANCHOR 4000 tbs. RT10 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 tbs.
IDEILT TO SILLs (1) 3/4x5-1/4 ANCHOR BOLTS RAFTER & ISTUDi (6) 8d COMMON NAILS EACH
(D
BOLT TO VERTICA—L- MEMBERs 62:1) 7/8x3-1/2 BOL' RT20 RAFTER-TO-' WALL STUD TY-DOWN ANCHOR 1105 tbs. RAFTER& STUD, (9) 104-1/2 N ILS EAU"
TDX6 HOLDDOWN ANCHOR 5100 tbs, S
PLATE, (4) 10d COMMON NILS (D
B13LT TD SILLi 7/8x6-1/8 ANCHOR BOLTS o
KHST2 STRAP TIE 4220 tbs# 1 6) 5/8' DIA. BOLTS RT7 RAFTER-TO-TOP PLATE TY--DOWN ANCHOR 585 tbs, RAFTER AND PLATEj (5) 8d CO i 7
RAFTERi (8) 84-1/2 M S ILS EAC
N S
N
KWST3 STRAP TIE 6180 tbs, RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 tbs,
(6) 3/44' DIA. BOLTS
PLATEi 8) 8d COMMON 4A S
LSTA18__ FLAT STRAP 1055 tbs. (14) 10d COMMON NAILS SPT44 & 66 TUD PLATE TIE ION AILS CA H
C
LSTA30 FLAT STRAP 1670 tbs# (22) 10d COMMON NAILS - 1070 tbs. PLATE AND STUDi (6) 16d COMMON NAILS EACH
a SPTH4 6 STUD PLATE TIE 1470 AND STUD, (12) x -
S3
�N kj�-B oo�
COV, Fl 'A
APPRIOVED !tc, l`t'-l',')7LrD ^LLCODESOF 'lo S1511�'6N?A�B
& TO
S_ I NEW YORK S A WN CODES ccj'D�-
DATE: P.P.4
FEEL �50- AS REQUIRED AND CONDITIONS OF
- -- BY: SOL7�010 Tol�%ZBA
Y
" r
N071 BU!L'-)IN(.'; DEPARTMENT AT --------
SOL'\,�-
765-1802 8AM TO 4PM, FOR THE
FOLLO%?,'!N3 INSPECTIONS:
1. FOUINDATKON - T�IVO REQUIRED SOL
FOP, POURED CONCRETE
2. ROUGH - FRAMNG & PLUMBING
3. INSULATION
4. FINAL - CONSTIRUCTION MUST
BE COMPLETE FO,r) C.O.
ALL CONISTRUCTION SHALL MEET THE
REQUIREMENTS OF THECODESO'F NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. N 0 S6206'30'E
3492.20'
C4
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7
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1-11 ii��o -
la
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PLUMBING
ALL PLUMBING WASTE
iES NEED
&wATER Lll�
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TESTIING BEFOR O'� ;D Al?o
h w w
"If t-.'
NJ
Ing'.
Cr �A
r
MLUMSER CERTIFICATION
BEFORE
0!\vf LEAD CONTENT
CL:,,-,-j-'jFlCATE OF OCCUPANCY
�3r.)L DER USED IN WATER
o
SU"PL Y SYSTEM CANNOT
10
lk
EXCEED 2J10 OF 1% LEAD.
cv
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SURVEY
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.............
SCALE, V
Ll
3 6'
6/-4#
4 x 4 x 3/8"
sti. column
I D
Counter wl
cabinets below
�j
SHED
12' x 14'
LO
co Cabinets
x
GARAGE 0 J
CU
0'0
0i
UP
14R
4 x 4 x%"
stl. column
Fr
0o 21 5 -2'
4'
-27'
�v P'V I D
First., Floor PIcn 01
ol
lo 8 —6
1/4' 1' ,D
L�j
036036
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-4CU
Counter w/built in I
106
cabinets below
0
LIJ
CD
461
LAV <
LOFT D D
Nl- G�
z
(I x 4 Oak flooring)
- 'z a,
5
11 D
r"
Window seat-_
Ln
z
(D
U (D W
0
41- SCALD 1/4' =7
—36'
r2 Second . Floor- PIcn
1/4' = 1'
TPA
J4
--- -------
�so
..............
4 .0 oil
NORTHW'-'O--'- F-LEM�T 10 A�
14,0, 'D Af?o.
035036
OF
I
"AWCA
=77
7--v
... .............
Al
as
r-.�L
*4t-
[07—August-121
SCAtj:r 1/41 11
REA R ELEVAT I ON A- = I - 0
0.)0 1)7 H or; t�L WA o
1>0
IRON-ROD OAK K-72— BUSH 6
66.95, R7
3"
MAPLE
ATM
PRqVIbE
74DE D15MIBUTION AR UNDERGROUND
X AND 3 LEACHING LITIES\
jw� to
POOLS
u
cr17
RY -------
OUTLET
wp, 5.)p FOOTING
1", e 11-0 DRAIN
0
PROPOSE
MAPLE PROVIDE A CC
�-y loe I till 01 GRAVEL OF SILT FENC
DRNMY THRO GHOUT
TH X FF- 0
Q
PROPO§6
5 BEDROOM
10 RESIDENCE
FF-68.75 X
L1WrTs OF
CLEAFUNG
ff\ "Ib
x 675
eyrr'st, 1 E�PANSION fA770
PROPOSED DRY WELL
AREA FOR ROOF LEADERS 1
SEE DETAIL
PR6VIDE A
Q) I SOO GALLON
—1-0,10
SEPTIC TANK BOULDER
MAPLE
11D
Vzm��-
.v//
61
035036
Ok OF N
I x 58
25' RIGHT OF WAY
FOR ORNEWAY AND
7
Y Iit
T E ""L. t-4 C' <
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(D
0
LL
07—August-12
SCALD A s n:!ejc,
A3
23'-2" 12'
-------------------------------------------------------------------------------------------------------------------------
------------ r----------------------------------i
t------------------------------------------------------------
T.O.W. 73.0 T.O.W. 70.0
T.O.W. 73.0
T.O.W. 68.67
T.O.W. 68.33
4" cone. slab el. 68.0 4" cone. slab el. 68.33
T.O.W. 72.0
2' wide x 1' deep
-4CU concrete footing (see
J detail)
T.O.W. 68.67
T.O.W. 70.0
L------------------------—------
I .O.W. = 68.33
---- --------------
-------------------------- ------------------
---------------- ---------
----------------------- --------------------------------------------------- ---------
10
T.O.W. 67.33 T.O.W. 638.33
Foundction Plan
1/4' 1'
D�
CI)
21 C)) Z
0 n
w
0
3: E
Concrete footing detail SCALD 1/4'
S1
................... . ..........
SHED
LO
V)
GARAGE
UP
_TJ�
IED A)�C
First Eloor Electrical Plan
1/4' 1'
035036
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LOFT
DN.
C3 (1) a)
o r-
07-Jon-11:2::]l
SCALD Y4' = V
El
Second Floor, Electrical , Plan
1/4' = 1-