HomeMy WebLinkAbout37601-Z Town of Southold, 2/25/2020
® P.O.Box 1179
c" 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41096 Date: 2/25/2020
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 1150 Vanston, Rd, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 111.-4-6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/2/2008 pursuant to which Building Permit No. 37601 dated 10/31/2012
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:
NON-HABITABLE, ACCESSORY GARAGE,PER ZBA DECISION#6211,DATED 11-13-2008 AS APPLIED
FOR
The certificate is issued to Scott Martine Ames Trust
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37601 02-24-2020
PLUMBERS CERTIFICATION DATED o .
u ho ' ignature
r TOWN .OF SOUTHOLD
�SUFFoc,r���µ
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
v� • ��y` SOUTHOLD, NY
SP1 i,s
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 #: 37601 Date: 10/31/2012
Permission is hereby granted to:
LYNN A. BOULANGER
P.O. BOX 7
CUTCHOGUE, NY 11935
To: CONSTRUCTION OF AN ACCESSORY UNHEATED GARAGE PER ZBA DECISION #6211
AS APPLIED FOR.REPLACES EXPIRED B.P. # 34336
At premises located at:
1150 VANSTON RD CUTCHOGUE
SCTM # 473889
Sec/Block/Lot# 111.-4-6
Pursuant to application dated 12/2/2008 and approved by the Building Inspector.
To expire on 4/30/2014.
Fees:
PERMIT RENEWAL $65.00
CO -ACCESSORY BUILDING $50.00
Total: $115.00
G
Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 34336 Z Date DECEMBER 9, 2008
Permission is hereby granted to:
A 'BOULANGER
1150 VANSTON RD
CUTCHOGUE,NY 11935
for
CONSTRUCTION OF AN ACCESSORY UNHEATED GARAGE PER ZBA DECISION
#6211 AS APPLIED FOR
at premises located at 1150 VANSTON RD CUTCHOGUE
County Tax Map No. 473889 Section 111 Block 0004 Lot No. 006
pursuant to application dated DECEMBER 2, 2008 and approved by the
Building Inspector to expire on JUNE 9, 2010 _
Fee $ 130 .40
c�
Authorized Signature
ORIGINAL
Rev. 5/8/02
Form 6 112-
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: X_ Old or Pre-existing Building: (check one)
Location of Property: 5s(0 V,,�,t6 M4,) 00_4q
House No. qq Stre Hanq9t
Owner or Owners of Property: 'Nt �'f t'� 6-0lo.."nq
Suffolk County Tax Map No 1000, Section ' ( Block �{ Lot
t'
Subdivision Filed Map. Lot:
Permit No. ���p��Date of Permit. 3 i'a Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee-Submitted: $
Applicant Signature
■■'■ e E■ ,,; fihh z z o®®±8 n n 11 ®F.S® y u FF�.IL1hhh-1 ,9mmmPTR ( ( n n ttLofj.
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 • CoQ sean.devlin(cD-town.southold.ny.us
lyCouMv,��'
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Scott Martin Ames Trust
Address- 1150 Vanston Rd city Cutchogue st: NY zip: 11935
Building Permit# 37601 Section: 1 1 1 Block. 4 Lot 6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor DBA: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 2 4'LED 4 Exit Fixtures 11 Pump
Other Equipment:
Notes. " AS BUILT- NO VISUAL DEFECTS " ACCESSORY GARAGE
Inspector Signature: Date: February 24, 2020
S Devlin-Cert Electrical Compliance Form As
aso
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
XFOUNDATION IST ROUGH PLI3G.
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION
L
REMARKS:
v
DATE INSPECTOR
rjf s 0
3 3
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION IST ROUGH PLBG.
FOUNDATION 2ND INSULATION
r I
RAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
REMARKS:
ok
DATE - INSPECTOR
j�l SOUjyolo
33 7-
0 O l MUM,��
l
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[, FRAMING STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
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DATE �� ® r INSPECTOR '
OF SOUlyOlo
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
6 RAMING STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
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DATE INSPECTOR
3 rjv so
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION .
[ ] FOUNDATION 1 ST [ ] ROUG L13G.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ]
FRAMING/STRAPPING [ FINAL '.
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
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DATE INSPECTOR
�o��pFSOI/Tyolo 37661 ► 1 s o van s-k.17J_TOWN•OSOUTHOLD BUILDING DEPT.
��`y�u►m � 765-1802
INSPECT-ION , '
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
_ [ ] YFIREPLACE & CHIMNEY [ ] FIRESAFETY,INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) 4e-d,
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
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DATE `� ' Z�,- ZC? INSPECTOR
--------------
FIELD INSPECTION REPORT DATE CON IVWTS !
FOUNDATION(IST) v u
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FOUNDATION(2ND) - ` ��,M
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INSULATION PER N.Y. �1 H
STATE ENERGY CODE
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FINAL
ADDITIONAL COADOMTS
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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 �O ) Planning Board approval
FAX: (631) 765-9502 11 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined a ,2(V Storm-Water Assessment Form
Q �/ Contact:
Approved l f ,200Y Mail to: PO 6 o X 654
Disapproved a/c D.3
` Phone: S - j(Q(o-7
Expiration ��(ij l O k
P
/ Building Inspector
;PLICATION FOR BUILDING PERMIT
Date d we )0 , 20 Ob
INSTRUCTIONS
a. This ap�-licad,bi�AWST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate Vii t 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.
QA6-)L,(4 Dye 120�I O-
(Signature df applicanf or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Ve�G6 nL,
Name of owner of premises 6001'Pro'l,L--
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on whichproposed work will be done:
VO-4A G#0
House Number Street 14amiet
County Tax Map No. 1000 Section Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 'St'iG w Ar w
b. Intended use and occupancy SIQG � �
3. Nature of work(check which applicable): New Building C Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost -* 'f0I OV'D Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and exterlto e041
�o
52
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions entire ew construction: Front as Rear -2s
Depth So
Height o16 Number of Stories
� G
9. Size of lot: Front _ 0 Rear Depth a 7
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 NOI>Q Will excess fill be removed from premises? YES NO '1�0
14.Names of Owner of premises W io-:eULAL�2Address024XVe Phone No.
Name of Architect a An Address t?X.f— Phone No
Name of ContractorAddress�'�`l'if-0606 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_/>C
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
PQiu V�W being duly sworn, deposes and says that(s)he is the applicant
(Name of in ividual signing contract) above named, CONNIE D.BUNCH
Notary Public State of New York
(S)He is the �'ter"I� No.�O1.�(Up���6�,�1^8'S''�0//5��^,0�.�.�
gQO7t1TeO 1UIIT WU
(Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14, 0�
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn t before me this
1 D dayof ice}-N-Q 20 a�
Notary Public S ature of Mplicant
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 Survey
www.northfork.net/Southold/ PERMIT NO. Check'
Septic Form
N.Y.S.D.E.C.
Trustees
Examined-- ,-20 - " Contact: r
Approved ,20 2 Mail to: �Oyl Lei �}�
wq
Disapproved a/c �/ r
Phone: l 05- 6 W
Expiration-- 20'
Building Inspector
? APPLICATION FOR BUILDING PERMIT -
DEC :22008-
1
Date �C�• ,I ,,20, ��
T. �LpF pEpr. INSTRUCTIONS'
JTHOLJ i
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 whatsoever-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•authoriz_e,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 applieable'-laws;oidinances,building code,,housing'code,,an_d regulations;and to admit
authorized inspectors on premises and in building for ne"cessa"ry inspections.'
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner,lessee, agent, architect,engineer, general contractor,electrician;plumber'or builder
Name of owner ofpremises � u'r -
(AY on the tax roll or'late 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 propose work will be done:
1160 -- , s� „o .. ..
House Number Street Hamlet
County Tax Map No. 1000 Section Block,--'- -' Lot
Subdivision -Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and innded use and occupancy of proposed construction:
a. Existing use and occupancy 5'IyLo'l� 0"!b" re S i LP-1
b. Intended use and occupancy ((1p ce- vLA c w deo GkLt
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost W 40"H-D Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front "•-Rear
Depth Height Number of Stories.
8. Dimensions of elitire new construction:Front a`7` - o Rear c2 O Depth V
Height / �'-(o Number of Stories
9. 'Size of lot: Front �- ( 0 L! Rear �- Depth X77 u
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 X NO _f,
64
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Wk c �d VAddress 0A)t -- Phone No.-
Name
o.Name of Architect Address ass G c_ Phone No
Name of Contractor f i S ` S 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-7X-
* 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 .0 feet or below,must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF �,)
oft ' / �� being duly sworn,deposes and says that(s)he is the applicant
(Name of i dividual signing contract)above named,
(S)He is the tzbjn�
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be,
performed in the manner set forth in the application filed therewith.
Sworn to before me this
_ day of 2063
Notary Public VICKI TOTH Si atur o Applic
Notary Public State of New York
No-ON6190696
Commission Expi es 1u y 228u LV 4
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: June 23, 2008
TO: Nancy Dwyer for
L Boulanger
P O Box 632
Southold,NY 11971
Please take notice that your application dated June 10, 2008
For a permit for construction of an accessory garage at
Location of property: 1150 Vanston Road, Cutchogue,NY
County Tax Map No. 1000 - Section 111 Block 4 Lot 6
Is returned herewith and disapproved on the following grounds:
The construction of an accessory garage, is not permitted pursuant to Article III, 280-15
which states:
"In the AC... districts, accessory buildings & structures or other accessory uses shall be
located in the required rear yard, subject to the following requirements:"
The proposed accessory garage, on this corner lot is located in a front yard.
L&
Authorized Signature
APPEALS BOARD MEMBERS �,rjf$�(��y® Mailing Address:
Gerard P. Goehringer,Chairman �p l0 Southold Town Hall
53095 Main Road a P.O.Box 1179
Ruth D. Oliva Southold,NY 11971-0959
James Dinizio,Jr. CA Location:
Michael A. Simon 'O • Town Annex/First Floor,North Fork Bank
Leslie Kanes�Weis �ycoUm 54375 Main Road(at Youngs Avenue)
a �1; Southold,NY 11971
http://southoldtown.northfork.net
'Q
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
T of gU Tel.(631)765-1809•Fax(631)765-9064
FINDINGS, DELIBERATIONS,AND DETERMINATION
MEETING HELD NOVEMBER 13, 2008
ZBA# 6211 —ARTHUR and LYNN BOULANGER, Applicants
PROPERTY LOCATION: 1150 Vanston Road, Cutchogue CTM 111-4-6
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the
property under consideration in this application and determines that this
review falls under the Type II category of the State's List of Actions, without
further steps-under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been
referred as required under the Suffolk County Administrative Code Sections A
14-14 to 23, and the Suffolk County Department of Planning reply states that
the application is considered a matter for local determination as there appears
to be no significant countywide or inter-community impact.
PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming
23,148 square foot parcel in the Agricultural-Conservation Zone District and is
improved with a single-family one-story dwelling which has two front yards.
BASIS OF APPLICATION= This application for a Variance under Section 280-
15 is based on the Building Inspector's June 23, 2008 Notice of Disapproval
concerning a proposed accessory building (two-car garage) in a yard other than
the code required rear yard.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on
October 30, 2008, at which time written and oral evidence were
presented. Based upon all testimony, documentation, personal inspection of the
property, and other evidence, the Zoning Board finds the following facts to be
true and relevant:
Page 2—November 13,2008
ZBA#6211—L. and A.Boulanger,Applicants
CTM 1000-1114-6
RELIEF REQUESTED: The applicants wish to build a two-car garage to house
their vehicles. In order to obtain a permit for construction of an accessory
garage they must apply for a variance, and the Building Inspector states that
the construction of an accessory garage is not permitted pursuant to Article III,
280-15 because the proposed accessory garage on this corner lot will be located
in the front yard. The site plan prepared by Nancy Dwyer (date stamped
August 20, 2008) shows the proposed 24 ft. by 24 ft. two-car garage as an
accessory structure located partly in the front yard with a 23'8" set back
measured from the easterly front lot line adjacent to Wunneweta Road. In the
Agricultural-Conservation District, accessory buildings and structures, or any
other accessory uses shall be located in the required rear yard (subject to
certain other.height, setback and size requirements of the Code).
REASONS FOR BOARD ACTION: On the basis of testimony presented,
materials submitted, and personal inspections, the Board makes the following
findings:
1. Town Law §267-b(3)(b)(3)(1). Grant of the -variance -will not produce an
undesirable -change in the character of the neighborhood or a detriment- to
nearby properties. The applicants are faced with a-dilemma because they have
a corner lot with two front yards adjacent to town streets as a result of fronting
on a street corner of Vanston Road and Wunneweta Road. The lot is flat, and
the 24' by 24' at 17'10" height to top of ridge will conform to the code size
restrictions. The garage will be at least 23 feet from the front property lot line
along Wunneweta Road and the westerly (rear) property line, which places the
garage almost centered in the largest of applicant's yard areas when located 35
feet from the rear lot line. There is little choice for the applicant where a garage
can be built to keep their vehicles out of the elements. The lot will be
landscaped with many trees and plantings, and the location as proposed is
similar to many other garages in the neighborhood similarly located.
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 an
area variance. The lot is long with 277 linear feet and narrow at 87 linear feet,
and has a very small rear yard due to the angles of the dwelling as placed, and
the lot's frontage along two streets resulting in two front yards. This proposed
yard placement for a garage provides larger setbacks that exceed the minimum
code requirement. This area gives the appearance of a usable rear yard with
the larger setbacks, although the code states that a variance is required for the
construction of an accessory structure in a front yard.
Page 3—November 13, 2008
ZBA#6211—L. and A. Boulanger,Applicants
CTM 1000-1114-6
3. Town Law §267-b(3)(b)(3). The variance granted herein is not substantial
because the property has two font yards, and one of the front yards is large and
the only place for a two-car garage.
4. Town Law'§267-b(3)(b)(5). The difficulty has not been self-created.
5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that
grant of this relief will have an adverse impact on physical or environmental
conditions in the neighborhood.
6. Town Law §267-b. Grant of the variance is the minimum action necessary
and adequate to enable the applicant to enjoy the benefit of a two-car garage
addition, 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 Oliva, seconded by Chairman Goehringer, and duly carried,
to
Grant the variance as applied for, according to the drawings prepared by
Nancy Dwyer, Design Consulting, Inc., subject to the following
Conditions=
1) Setbacks not less than 23 ft. from the front lot line adjacent to
Wunneweta.
2) Only electric is permitted; no indoor plumbing.
3) Accessory building use, for garage use and not for sleeping or
habitation.
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 -
Page 4—November 13, 2008
ZBA#6211—L.and A.Boulanger,Applicants
CTM 1000-111-4-6
addressed in this action.
The Board reserves the right to substitute a similar design that is de minimus
in nature for an alteration that does not increase the degree of nonconformity.
Vote of the Board: Ayes: Membe• oe ger (C airman), Oliva, Simon and
Dinizio. Absent was Membe eisman. solu a duly adopted (4-0).
CARAAW P. GOEHRINGER, CHAMAN 1117-e12008
roved for Filing
ba
s���Ir of Southold
509? Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
g
Not P OPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
District Section el ck Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
----------------------------------------------------
Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No
----------------------------------------------------
1 Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ❑
(This item will include all run-off created by site clearing and/or construction activities as well as all Site
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? El
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl —
3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natura�� Xl
Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 1 LLL
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand(5,000)Square Feet of Ground Surface? F]
5 Is there a Natural Water Course Running through the Site? F-1 Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? —
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑
One Hundred(100')of Horizontal Distance? —
7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off
into and/or in the direction of a Town nght-of-way? —
8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction ofF]
any Item Within the Town Right-of-Way or Road Shoulder Area? —
(This item will NOT include the Installation of Driveway Aprons.)
9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse?
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading,
Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl
----------------------------------------------------
EXEMPTION:
---------------------------------------------------
EXEMPTION: Yes No
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required!
————————————————————————————————————————————————————
STATE OF NEW YORK,
p 1 COUNTY OFF...........................................SS
That I,.. ..... .....T?w! . .1('.............................. being duly sworn,deposes and says that he/she is the applicant for Permit,
(Namelof individual signing Document)
Andthat he/she is the ..............................................................................................................
.
Owner,Contractor,Agent,Corporate Officer,etc)
Owner and/or representative of the Owner of Owner's,and is duly authorized to perforin 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 applicafion filed herewith.
Sworn to before me this;
a..............da of 20��
NotaryPublic: ..................... .......... .. ...........N6Y6....P.ilio ate of New York..................... ............. ................ .. ................
�No.Ol`f66190696 (Signature of plicant)
FORM - 06/07 Commission Expires July u8,2
%�f FUL Lj 'V
c, BbILPI,NG:DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
FEB I�o
\994iall'Annex - 54375 Main Road - PO Box 1179
CD
co - Southold, New York 11971-0959
4- '_T'61,ep'hone (631) 765-1802 - FAX (631) 765-9502
A ro q,er rO. 6u`tRoldtownny..qov — seand(d�southoldtownny.qov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date:
Company Name:
Name: Vn3L'0�1 ��
License No.: email:
Address:
Phone No.:
JOB SITE INFORMATION (All Information Required)
Name: she "T
Address:
Cross Street:
Phone No.:
Bldg.Permit#:
_3-7 1:�a ,/ email:AWkv Aelen.
Tax Map District: 1000 Section: Block: LIJ
BRI V DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?- NO Rough In Final
Do you need a Temp Certificate?: YES /(9 Issued on
Temp Information: (All information required)
Service Size I Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead
1# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
ql
Request for Inspection Formals bo
®�gu&FDL,�caG Southold Town Building Department permit#• 34336
54375 Main Road
Southold,New York 11971 Permit Date: 12/9/2008
• (631) 765-1802
Expiration Date: 6/9/2010
Parcel 1D: 111.4-6
BUILDING PERMIT RENEWAL LETTER
Dated: 4/18/2011
Applicant: LYNN BOULANGER
Location: 1150 VANSTON RD CUTCHOGUE,N.Y. 11935
Work Description: ACCESSORY GARAGE
CONSTRUCTION OF AN ACCESSORY UNHEATED GARAGE PER ZBA DECISION#6211
AS APPLIED FOR.
A FEE OF $130.40 IS REQUIRED TO RENEW THIS BULDING PERMIT, THANK YOU.
Owner: LYNN A BOULANGER
Address: P.O. BOX 7
CUTCHOGUE,N.Y. 11935
The permit listed above has expired. Please contact our office as soon as possible to begin the renewal
process. All work on the project must stop on the expiration date.
No work is permitted or authorized beyond the expiration date.
Goal 1S6S 6395 I
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
pF SOUryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
y'UU11110�1ct�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
November 7, 2012
Lynn Boulanger
PO Box 7
Cutchogue, NY 11935
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
/Application for Certificate of Occupancy. (Enclosed)
✓ Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning #765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT: 37601 —Accessory Garage
SOU�yol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G •
Southold,NY 11971-0959
NTY,��
December 18, 2014 BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Lynn Boulanger
PO Box 7
Cutchogue NY 11935
Re: 1150 Vanston Rd,-Cutchogue
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
A plication for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT— 37601 —Accessory Garage
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SURVEY OF PROPERTY
AT NASSAU POINT
TOWN OF SOUTHOLD
FEB SUFFOLK COUNTY, N. Y.
192009 - 10 1000-111-04-06
SCALE: 1'--30'
BLDG.DEPT. JANUARY 15, 2009
TOWN Of SOUTHOLD
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INC. "POINTFILED NED BY IN THENASSAU POINT SUFFOLK COUNT RUB
LERK SEOFFICE ��
ON AUGUST 16, 1922 AS FILE NO. 156."-,,
OF NE:jol�
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AREA=24,978 SO. FT. , s , �
TO TIE LINES . si _,
w _ Y.S. LIC. NO. 49618
ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION C4 RS, P.C.
OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. I FAX (631) 765-1797
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICA77ONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P 0
SAID MAP OR .COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ■=MONUMENT 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. •=PIPE SOUTHOLD, N. Y. 11971 09-201
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PROPOSED NEW m
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EXISTING HOUSE
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INFORMATION TAKEN FROM SURVEY
DATED AUGUST G, 1984
PREPARED BY RODERICK VAN TUYL, P.C.
GREENPORT, NEW YORK
FOR ARTHUR* LYNN BOULANGER,
5CTM# 1000-1 1 1-4-G
PROPERTY AREAS:
LOT: 23,228 sq.ft.
EXISTING STRUCTURES: 1327eq.ft.
r` ��• LOT COVERAGE: 5.7%
541 d5G'W 97. 10' PROPOSED GARAGE: 57Gsq.ft.
r::";f t JAh ��<:•�{{: NEW TOTAL: 1903561.ft.
TOTAL PROPOSED LOT COVERAGE: 8.1%
�0 \DRUNOFF CALCULATIONS:
OLD COVE
ROOF AREA = G7G sq.ft.
r'' x .I G7 x 7.5 = 84G.G gallons
REQUIRED - (1) 8'-0"X 4'-0" RING
2 2M
6�6� DEPT.
NANCY DWYER
m DESIGN CONSULTING, INC. PROPOSED NEW GARAGE
--I 50UTHOLD, NEW YORK 1 1971 BOULANGER RESIDENCE 1 150 VAN5TON ROAD DWG: SITE PLAN
(� G3 1 .7G5.8GG7 CUTCHOGUE, NEW YORK SCALE: 3/32"= I '-a'
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e'0
GENERAL WIND PROTECTION CONNECTION NOTES
Adapted from Standard for Hurricane Resistant Residential Construction; SSTD
GENERAL NOTES: 10-99 and 1995 SBC High Wind Edition Wood Frame Construction
Fasteners and Connectors for Wood Frame Construction
• The information on this set of construction documents is to relate basic design ELECTRICAL NOTES: I . A continuous load path between footings, foundations walls, floors, studs and
intent and framing details. They are intended as a construction aid, not as a roof framing shall be provided. z
substitute for generally accepted good building practice and are in compliance with O
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include 2. Approved connectors, anchors and other fastening devices not included m
current New York State building codes. The general contractor is responsible for pp Q p 0,
rovidin standard construction details and procedures to ensure a professionally installation of fixtures * specifications as indicated on plans. Li ht fixtures to be su lied b the Standard Building Code, Table 2306. I shall be installed in accordance with U w
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p g p p Y p p g pp y manufacturer's recommendations. u ~p Co
finished, structurally sound and weatherproof completed product. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Installw z - 0
all outlets as per code. All work is to be done in strict accordance with the New York State Code 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the Q c6 z
• General contractor to coordinate all subcontractors, scheduling of work and by a licensed electrician. All new switches t outlets to be Levition, standard, supplied * installed weather or subject to salt corrosion in costal areas, shall be stainless steel or
interaction between trades. by contractor. Contractor to do all hook-ups as required for equipment as per manufacturer specs. hot dipped galvanized.
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• The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES:- 4. Where windows and doors interrupt wood structural panel sheathing and w
or exceeds current federal, state and local codes, ordinances and regulations, etc. siding, framing anchors or connectors shall be provided at the top and bottom U Q }
These codes are to be considered as part of the specifications for this building plan. of cripple studs, header studs, and at least one stud at each side of opening.
• All lumber is to be Douglas Fir #2 or better at 16" on center 5. Ridge straps shall be attached to each pair of opposing rafters except where
• If in the course of construction, a condition exists which disa rees with that as
g collar ties of I x6 or 2x4 lumber is located in upper third of attic space and
indicated on these drawings, the contractor shall stop work and notify the designer . All wood framing in contact with concrete or masonr� is to be pressure treated. 'ACQ' designation attach to each pair of rafters.
� the engineer immediately. Should he fail to follow this procedure and continue work, refers to current arsenic-free treated wood standards and =hall take the place of 'CCA' G. Uplift connectors shall be provided at each rafter bearing. LU
he shall assume all responsibility and liability arising therefrom. z
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' g
• All TJI's are to be installed in accordance with the manufacturer's specifications and shall include of exterior corners. D O>-
• Dimensions take precedent over scale - DO NOT SCALE DRAWINGS, O O
squash blocking web stiffeners at bearing points on girders and other load bearing areas m °L w
• The designer has not been engaged for construction supervision and assumes no 8. SII Plate to Foundation Anchorage: Sill plate shall be anchored to the oC z
foundation with anchor bolts haven a min. bolt diameter of 5/8" and 3"x 3"x = L
responsibility for construction coordinating with these plans, nor responsibility for • Structural Steel ASTM A3G - FY = 3G KSI g z
1/8 washers. A minimum of one anchor bolt shall be provided within 6 to 12 z
construction means, methods, techniques, sequences or proceedures or for saftey inches of each end of each plate. Anchor bolts shall have a minimum embedment Q > O
precautions and programs in connection with the work indicated. There are no . All straps, connectors, plates, bolts, nails, etc. are ;o be galvanized. Designated connectors, straps, of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located O =
warranties for a specific use expressed or implied in the use of these plans. etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be within 12 inches of corners and at spacing not exceeding 4 feet on center. z D
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• Contractor to provide hardwired smoke detectors, with battery back up, and with nailed/bolted in accordance with the manufacturer's specifications.
no intervening switches, on all floors. Verify with local code requirements as per
Section R3 17 New York State Residential Construciton Code. • All floor sheathing is to be 42" AC type plywood, tongue it groove and shall be glued and screwed to
Install carbon monoxide detectors as per code. the floor joists (6" O.C. edges * 12" o.c. field) or as noted on floor plans t sections. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WEATH EKING SEVERE
" FROST LINE DEPTH 3'-0" W
FOUNDATION NOTES: Solid blocking is to be installed every 8-O max. or mid span of all floor Joists with spans exceeding U
8'-0". Blocking is to be installed at all point load bearing points. TERMITE MODERATE TO HEAVY Z
• General contractor to review plans, elevations and details to determine DECAY SLIGHT TO MODERATE Q ILI
• Install double oasts under all partitions runnin parallel WINTER DE51GN TEMP. I I
intended heights of finished floor above typical grade. j p g p �
ICE SHIELD UNDER- AS PER MANUFACTURER'S W O
• Footings shall bear on undisturbed soil within bearing capacity of 1 .5 tons/sq.ft. • All exterior wall headers to be 2- LVL's as indicated on floor plans t sections and all interior LAYMENT REQUIRED SPECIFICATIONS/STATE CODE r/ >,
headers are to be 2- 2" x 8" unless otherwise noted. All headers exceeding 5-0" shall have a double IfLOOD HAZARDS ILIz
• Concrete shall be FC = 3,500 PSI @ 28 days jack stud with a single king stud 4� on exterior walls provide double sill plate (typical). LLJ C,
Z O
• Concrete on 4" sand or gravel fill minimum, with 6x6 - 10/) 0 welded wire mesh • Provide insulation baffles at eave vents between rafters and soffit vents as indicated g Cz
reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor on plans
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be O
adequately supported by precast concrete bar supports to assure that the reinforcement • Exterior flashing is to be adequately installed at all connections between roofs, walls, CD
is held in position during concrete placement and finishing. chimneys, projections and penetrations as required by approved constrction practices.
• Isolation joints are to be installed between the slab and the walls. Use preformed FLOOR PLAN NOTES:
joint filler that is to be cut 112" below the slab surface and the resulting joint is to be filled
with an elastomeric joint sealant. • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS
• General contractor to install cop-r-tex ( or copper) sheet metal termite sheilds All interior walls to be covered with 2" gyspusm board with metal corner reinforcing. All
between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products, including gypsum board, screw,joint compound, tapes t trim shall be U.S.
Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final U —
• Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls and ceilings to be taped and spackled, 3 coats, Z l�
excavation is not to be backfilled prior to the installation of the floor framing. ready for paint.
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PLUMBING t- HVAC NOTES: • insulation ratings and installation locations as indicated on floor plans t sections LU z [�
• All plumbing work shall be done by a duly licensed plumber and must conform and adhere • Provide 2 layers of 8' fire rated gypsum board on all engineered lumber as required
to all New York State building codes t saftey requirements. by manufacturer specifications Z > In
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• If wall plates or joists are cut during the installation of plumbing fixtures or equipment • All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant
contractor must provide appropriate bracing to tie framing back together. drywall, and provide wonderboard for all areas set to recieve tile. z z p m
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• Baseboard heating is to be hot water and zoned. Plumbing contractor is to z =
adequately size the system and place the baseboards in an unobstructive location in each room LLJ �
required to reaeve heat. Minimum of one thermostat for each zone will be required. 0
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• Mechanical subcontractor is responsible for adhering to all applicable codes and
saftely requirements.
• HVAC subcontractor to fully coordinate system data t requirements with the
equipment su lier and to provide finals stem layout drawn and submit it to eneral contractor,
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owner and equipment supplier for final review approval. �� s
' PAGE:
DESIGN LOAD CALCULATIONS TABLE R30 1 .G NAILING SCHEDULE
TABLE 3.1,INCLUDING 3,3 AND 3.9
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) ALLOWABLE DEFLECTION OF STRUCTURAL MEME5EK5 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
EXTERIOR BALCONIES GO STRUCTURAL MEMBER ALLDWABLE DEFLECTION JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
DECKS 40 Rafters havincj slopes cycater U 180
ATTICS WITHOUT STORAGE 30 than 3/12 with no finished cellln ROOF FRAMING w
ATTICS WITH STORAGE 40 attached to rafters RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-861 PER RAFTER p
10'-0"WALL:4-8d PER RAFTER
ROOMS(OTHER THAN SLEEPING ROOMS) 40 Interior walls partitions, H/180 CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-861 PERJOIST z
SLEEPING ROOMS 30 Floors la5tered ceilin6jr, U3GO 10'-0"WALL:4-861 PEKJOIST U o IV
CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP lLl Ir-
All other structural memeber5 L/240 z O p
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP Z Z
CRITERIA FOR CALCULATION OF DEAD LOAD Exterior walls with plaster or H/3GO COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE O
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. stucco finish BLOCKING TO RAFTER TOE NAILED 2-8d EACH END U Q c0 z
ARCHITECTURAL GRAPHIC STANDARDS Exterior walls - wind loads with U240 RIM BOARD TO RAFTER END NAILED 2-1661 EACH END
brittle finishes WALL FRAMING O
SNOW z
Exterior walls- wind loads with U 1 20 TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT J
GROU ND SNOW LOAD 45 Ib5. TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 661 JOINTS-EACH SIDE Q U Q
flexible finishes tt��cc
STUD TO STUD FACE NAILED 2-]GJ 24"O/C
HEADER TO HEADER FACE NAILED 1661 16"O/C ALONG EDGES
SEISMIC
TOP OR BOTTOM PLATE TO STUD END NAILED 2-I Gd PER 2X4 STUD
DE51GN CATEGORY B 3-led PER 2X6 STUD
4-1661 PER 2X8 STUD
BOTTOM PLATE TO FLOOR JOIST, OL
WIND w
BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 661 PER FOOT z
WIND SPEED 120 mph
EXPOSURE CATEGORY FLOOR FRAMING g 0 �,
B O}
JOIST TO SILL,TOP PLATE,ORGIRDER TOE NAILED 4-8d PER JOIST O a/
BRIDGING TO JOIST TOE NAILED 2-8d EACH END m Z W
BLOCKING TO JOIST TOE NAILED 2-8d EACH END O Z
KING TO SILL OR TOP PLATE TOE NAILED 3-1661 EACH BLOCK T_ (
IT-
BLOC w
LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST Z
JOIST ON LEDGER TO BEAM TOE NAILED 3-861 PER JOIST Q j O
BAND J015T TO JOIST END NAILED 3-]Gd PER JOIST Z LoO
U
RAFTER BAND J015T TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT
NOTCHED RAFTER J — U
RAFTER ROOF SHEATHING
RIDGE O RAFTER STRUCTURAL PANELS
RIDGE TOP PLATE 4'PFRIMFTFR EnG'F 7 SNF- I G"O/C-6"AT PANEL EDGES
TOP PLATE —0 Ba AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT
WALL STUD 861 INTERMEDIATE SUPPORTS IN THE PANEL FIELD
WALL STUD FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER W
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. U
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION Z
CEILING SHEATHING Q lu
GYPSUM WALLBOARD 561 COOLERS 7"EDGE/ 10"FIELD
WALL SHEATHING W ('D
STRUCTURAL PANELS 861 4'EQGF 7QNF- I G"O/C-6"AT PANEL EDGES AND 12"AT R/
INTERMEDIATE SUPPORTS IN THE PANEL FIELD W
Z
861 I NTFRIOR ZONE- 16"O/C-6"AT PANEL EDGES AND 12"AT
2ND. FLOOR WALL STUD KING STUDSW
INTERMEDIATE SUPPORTS IN THE PANEL FIELD V 0
FIBERBOARD PANELS 7/1 G" 6613"EDGE/G"FIELD �J
WOOD JOIST WOOD JOIST 2ND. FLOOR PLATE CRIPPLE S"UD 25/32" 861 3"EDGE/G"FIELD a-
5UBFLOOK GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD
i!
BLOCKINGRIM BOARD HEADER 861 4'EDGE ZONE- I G"O/C-6"AT PANEL EDGES AND 1211 AT �
JOIST HANGER HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
GIRDER/HEADER 861 INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT O
I ST. FLOOR TOP PLATES JACK STJDS CD
WOOD GIRDER WOOD JOIST INTERMEDIATE SUPPORTS IN THE PANEL FIELD
1A 15T FLOOR WALL STUD FLOOR SHEATHING
STRUCTURAL PANELS- I"OR LESS 8a G"EDGE/ 12"FIELD
TYPICAL HEADER CONNECTION
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER
NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G"O/C AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O/C AT THE PANEL EDGE
TYPICAL MULTI-STORY CONNECTIONS TO OBTAIN HIGHEKSHEAR CAPACITIES,NAILING REQUIREMENTS FOKSTKUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNE
WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO
10 1 Ga NAIL PER FOOT.
WALL STUDO METAL HOLD- .
BOTTOM PLATE DOWN STRAP
SLID,FLOOR 38-1661 SINKERWALL STUD Z
BOTTOM PLATE DOUBLE JOIST IST. FLOOR WALL STUD NAILS AS PER ��-3-2"X4"WD STUD _
BATHTUB7 -,0>�, MANUFACTURER @ CORNER TYP.
DOUBLE J015T FORTION 2"X4"SILL _
I ST. FLOOR LOTR PLATE W Z
RIM BOARD RIM JOISTTYP. WIND RESISTANT CONSTRUCTION CONNECTORS J
DOUBLE JOIST FOR NON-BEARING WALLS DBL, SILL PLATE
DOUBLE SILL PLATE CONNECTION LOCATION: PART NUMBER: NOTES: Q CQ
DOUBLE JOIST FOR UNDER A BATHTUB FOUNDATION WALL ANCHCK BOLT (I)#4 REBAR IN RIDGE-TO-RAFTERS C520 21" APPLY TO EACH PAIR OF RAFTERS Z > Ln
SHEAR CONE-MIN.
12"LENGTH RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 0 W U
PROVIDE 1/2"SPACING 30" MIN. FOUNDATION U U z
BETWEEN THE END STUD KEBAB LENGTH WALL TYP. RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER
AND THE 2 OTHER STUD5 I/2" MIN. Z Z � m
FOR ALLOWING CONNECT CORNER STUD Q (� 'j
SILL GASKET HOLDDOWN INSTALLATION TO TRANSFER SHEAR I ST. FLOOR TO FOUNDATION CONNECTIONS FROM CORNER PLATE-TO-WALL STUD C520 18" APPLY TO EACH WALL STUD O
FASTEN WITH (2) 1 661 Z _
® TERMITE SHIELD ' COMMON NAILS @ 6"O.C. 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD Lu
HOLD-DOWN/UPLIFT ANCHOR
DBL, 51LL PLATES HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD IC) D
(TO OVERLAP JOINTS) ® 51DEWALL ENDWALL CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD O
FOUNDATION WALL SHEAR WALL HOLDDOWN ANCHOR 55T15 I G APPLY O EACH SIDEWALL END
SHEAR WALL CORNER CONNECTION
15T. FLOOR-UNDER-SILL PLATE LPT4 WRAP U DOETLLATE
ta
(USE WI SIJARE WAlZS)
SILL PLATES TO FOUNDATION ANCHORING USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND I ON5TRLiCTIO�;�,
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIM(UM IFf OAD IAPACI lnr:
PAGE:
CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS _..
NOT TO SCALE