HomeMy WebLinkAbout34183-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-34425 Date: 07/01/10
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 220 APPLE CT SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 70 Block 1 Lot 6.6
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 5, 2008 pursuant to which
Building Permit No_ 34183-Z dated SEPTEMBER 24, 2008
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 ACCESSORY TWO CAR GARAGE WITH UNHEATED AND UNFINISHED STORAGE ABOVE 'AS
APPLIED FOR PER ZBA #6192, DATED 9/4/08.
The certificate is issued to SEAN & EZIA GILLAN
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 34183 05/05/10
PLUMBERS CERTIFICATION DATED N/A
e
Auth ized Signature
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT (p
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,s al or
topographic features.
.2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 fo
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains s an 29fbf l
S. Commercial building,industrial building,multiple residences and similar buildin s an installations,a ce fic
of Code Compliance from architect or engineer responsible for the building.
.6. Submit Planning Board Approval of completed site plan requirements, BLDG.DEP1
TOWN OF.SDUTHOLD
B. For existing.buildings.kprior 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 OccupancyJs...._
denied,the Building Inspector shall state the reasons therefor in writing_to the applicant.-
C. -Fees
L . Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00,.Additions to accessory building$25.00,Businesses$50.00.
2. Certificate of Occupancyon Pre-e�cisting Building' $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate.of Occupancy-Residential$15.00, Commercial$15.00
Date.
-New Construction:' Old or Pre-e 'sting Building: (ch one)
Location of Property:
House No. 'Street T
- � amiet
Owner or Owners of Property:.
Suffolk County Tax.Map No 1.000, Section, �� Block. Lot .
Subdivision Filed Map. Lot:
Permit No. Date of Permi . ( Applicant:
Health Dept.Approval: nderwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one
Fee Submitted- $
Signature
*pF SO�lyolo
Town Hall Annex Telephone(631) 765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 G �
Southold, Bo 1171-0959 �� �� roper.richertic7t_town.southold.ny.us
COU(�y,N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: S&E GILLAN
Address: 220 Apple Ct City: Southold St: NY Zip: 11971
Building Permit#: 34183 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Dan Wilcenski DBA: Daniel Wilcenski Elec License No: 4723-me
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 Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors
Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect F1 Switches 11 Twist Lock Exit Fixtures TVSS
Other Equipment: 2 combination co/smoke detectors
Notes: 2 story detached garage
zb--)
Inspector Signature: Date: May 5 2010
81-Cert Electrical Compliance Form
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. 34183 Z Date SEPTEMBER 24, 2008
Permission is hereby granted to:
SEAN & EZIA GILLAN
220 APPLE COURT
SOUTHOLD,NY 11971
for
241X261 (20 . 8 'HEIGHT) DETACHED GARAGE PER ZBA $#6192 AS APPLIED FOR.
at premises located at 220 APPLE CT SOUTHOLD
County Tax Map No. 473889 Section 070 Block 0001 Lot No. 006 . 006
pursuant to application dated SEPTEMBER 5, 2008 and approved by the
Building Inspector to expire on MARCH 24 , 2010 .
Fee $ 149 . 60
Authorized Signature
ORIGINAL
Rev. 5/8/02
SO�ryo�o
Y 3
coum,Oc�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
xx FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
1 � �J-11c
DATE /® A r g INSPECTOR
SOUTyo�o
J -3 # '�
Comm,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[�] FRAMING STRAPPIN [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
l J d
DATE ( ' �/ ' ® � INSPECTOR
SOUTyOIo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
_ --( v
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
s FRAMING ^STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
r ;
V
l r
DATE I 1 �� g INSPECTOR �.
Of SOtl,yo�o
�lf 193 Z
oourm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
e
a FRAMING STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE I r ��o S INSPECTOR
OE SOUlyolo
3 ,l 7-3
courm,N�'
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE INSPECTOR �`�
FIELD INSPECTION REPORT DATE I COMMENTS
FOUNDATION (IST) �1
--------------------------------------
FOUNDATION (2ND)
z
o
-- L
H
J
ROUGE FRAMING&
PLUN'iBING 0
t - ,
INSULATION PER N.Y. - -- H
STATE ENERGY CODE
O LtL /
FINAL
ADDITIONAL COMMENTS
G wr I S S. � o
z
- m
, V
lJ
x
d
y
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
SoutholdTown.NorthFork.net PERMIT NO. g 3 Check
Septic Form
N.Y.S.D.E.C.
Trustees
`� Flood Permit
CD
Examined M@_\ b� '20 Storm-Water Assessment Form
Contact:
Approved C \ ,20 �� SE 5 2008 1 LJ Mail to:
Disapproved a/c_e L(,,I S/
BLDG.DEPT.
T(3W"VN 0F S UTH_ ! Phone:
Expiration WV0
Building Inspector
J —' -" �" _ ! I , APPLICATION FOR BUILDING PERMIT
2 2 I Date , 20
L INSTRUCTIONS
'i_ (•:,,� ;,
a:15-applicat on MUS`f b-e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
r 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
iNsues 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 Buildin ermit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable s, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolitio arein described. The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, an r -ations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Sigffafar of ppli ant or name,if a corporation)
7.�*di`ng address o applicant)
State whether applicant ' own lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises
(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 w ' h pro osed work will be done-
House umber treet Hamlet
County Tax Map No. 1000 Section �z0 Block f Lot C• �o
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
b. Intended use and occupancy
3. Nature of work(check which applicable): ew B ingC� Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Zd4l i Fee `
J (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 ,Z t
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 entire new construction: Front o2- 9..6�Rear � � Depth n
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
y
13. Will lot be re-graded? YES NO_)/'Will excess fill be removed from premises? YES NO ✓
14. Names of Owner of premises Address Phone No. f
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 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.
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
)
�J being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
CONNIE D.BUNCH
Notary Public State
(S)He is the No0b61505
(Contractor,Agent, Corporate Officer, etc.) Co fission Expires April 14n 0 f�-
of said owner or owners, and is duly authorized to perform or have performed the said wor d to make and file this application;
that all statements contained in this application are true to the best of his knowledge and b ; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 20 Ub
Notary Public S' re of Applicant
APPEALS BOARD MEMBERS �OF SO Mailing Address:
Gerard P. Goehringer, Chairman �p� y0lo Southold Town Hall
S3095 Main Road• P.O. Box 1179
Ruth D. Oliva Southold,NY 11971-0959
James Dinizio,Jr. G • Q Office Location:
Michael A. Simon 'O Town Annex/Furst Floor,North Fork Bank
Leslie Kanes Weisman ly1,0UNV, 54375 Main Road(at Youngs Avenue)
Southold,NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD CEI"D �{—
Tel. (631)765-1809•Fax(631)765-9064 6
SEP 1 9 2008
FINDINGS, DELIBERATIONS AND DETERMINATION n
MEETING OF SEPTEMBER 4, 2008 $OUthO O. r
ZBA# 6192: SEAN GILLAN, Applicant
Location of Property: 220 Apple Court, Southold CTM 70-1-6.6
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 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 July 17, 2008 stating that this application is
considered a matter for local determination as there appears to be no significant county-wide or
inter-community impact.
BASIS OF APPLICATION: Based on the Building Inspector's June 4, 2008 Notice of
Disapproval under Section 280-15 concerning a proposed accessory garage exceeding 20 ft. in
height with a proposed setback at less than 20 feet from the property line.
PROPERTY FACTS/DESCRIPTION: The applicants' property contains a total area of 22,129
square feet, including of a +/- 12,500 square foot conservation easement in the rear yard. The
property is improved with a single-family, two-story house, as shown on the June 25, 2008
survey prepared by Peconic Surveyors, P.C.
LWRP CODE CHAPTER 268. The activities proposed under this variance application are
exempt inasmuch as there is no natural resource feature, wetlands, bluff or bank areas noted
within 100 feet of the proposed garage.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on August 21, 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:
""age 2—September 4,2008 j
ZB File No. 6192—Sean Gillan,Applicant
CTM#70-1-6.6
AREA VARIANCE RELIEF REQUESTED: The applicant proposes a 24' by 26' (20'8" height)
accessory garage 120 feet from the rear property line (20 feet from a conservation easement)
and 10 feet from the northerly side property line and 10 feet from the northerly side property
line.
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 produce an undesirable change in
the character of the neighborhood or a detriment to nearby properties. The garage is being
placed in a rear yard and has mature screening buffers. If there garage is moved to the center
of the property, it will be difficult to enter the garage if it is placed at the center of the property.
The garage will be constructed similar to others in the neighborhood. There's a conservation
easement in the rear of the applicant's property that cannot be built on. There's also a safer
vehicular ingress and better viewing of the play area with the garage located in the rear yard as
proposed.
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, inasmuch as the
conservation easement in the rear yard and shape of the lot creates limitations on the available
rear yard for a garage
3. Town Law §267-b(3)(b)(3). The variance requested herein is substantial. Approximately
50% of the applicant's land is a conservation easement that increases the property substantially
to a size that requires a greater setback (20 feet instead of 15).
4. Town Law §267-b(3)(b)(5). The difficulty has been self created, as a result of play space and
surveillance of children, and for safer ingress and egress by his vehicle.
5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this
residential community will have an adverse impact on the physical or environmental conditions
in the neighborhood.
6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and
adequate to enable the applicant to enjoy the benefit of an accessory garage, while preserving
and protecting the character of the neighborhood and the health, safety and welfare of the
community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the
balancing test under New York Town Law 267-B, motion was offered by Chairman Goehringer,
seconded by Member Weisman, and duly carried, to
GRANT the variance as applied for, as shown on the Elevation and Floor Plans (Sheets 1
Page 3—September 4,2008 j
ZB File No. 6192—Sean Gillan,Applicant
CTM#70-1-6.6
and 2) prepared 5-22-08 by Nancy Dwyer and Site Survey prepared June 25, 2008 by
Peconic Surveyors, P.C.
Any deviation from the variance given such as extensions, or demolitions which are not shown
on the applicant's diagrams or survey site maps, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any
current or future use, setback or other feature of the subject property that may violate the
Zoning Code, other than such uses, setbacks and other features as are expressly addressed in
this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an
alteration that does not increase the degree of nonconformity.
Vote of the Board: Ayes: Members Goehrin airman) liv n, W.'sman. This
Resolution was duly adopted (4-0). Meiff er Dinizio wa se,
j'
ARD P. GOEHRINGERR',— IR 9//P/2008
�-'� Approved for Filing
of soy a -�►� -� 0
Town Hall Annex : Telephone(631)765-1802
54375 Main Road • � x(631)765
er.richertam�own.sout- o� y.usP.O.Box 1179
Southold,NY 11971-0959
enUNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Acew\.s)(,' Date: .24 - 10
Company Name: I -ice C
Name:
License No.:
Address:
Phone No.: -7
JOBSITE INFORMATION: . (*Indicates required information)
*Name:
*Address: .42 0 4g-j2 I•c-_ (f 1—
*Cross Street: 1-.+S A4 I'ffe-_ /--flyr,
*Phone No. . _ 7A j" _ 22/ L!
Permit No.: -#- 3 q/ gq
Tax Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) mwh e-r- It It rr
(Please Circle All That Apply)
*Is job ready for inspection: Yap/ NO Rough In Final
*Do you need a Temp Certificate: YES / IaO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: June 4, 2008
TO: Sean Gillan
220 Apple Court
Southold,NY 11971
Please take notice that your application dated May 22, 2008
For a permit for construction of an accessory garage at
Location of property: 220 Apple Court, Southold,NY
County Tax Map No. 1000 - Section 70 Block 1 Lot 6.6
Is returned herewith and disapproved on the following grounds:
The construction to 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:"
On lots between 20,000 & 39,999 the minimum setback for a greater than 20' structure is
20'.
The proposed construction drawing indicates a setback of 10'.
,Le�-CAt.
Authorized Signature
,UMe i34T285TLHLVMM
+RYA s
iab yea. t age i— k .
Rio-,
;. VvIl
If
PRO,
4 V
I.. '
...... Alt.
:. ....... ........
Moo41 .1 ."T
: .
�b m-
ar�� P"
. ..
ka
. m
a� iorwt#reaxaraJAM
Cat 2G MOW
Jw
1" :it
NtMIFt SfRptE�4� s- ,ry..
eoSUITQk Town of Southold
W 2
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
o! yea PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
JbDo _�o jp.�p STORM-WATER,GRADING, DRAINAGE AND EROSION CONTROL PLAN
District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
————————————————————————————————————————————————————
Item Number: (NOTE: A Check Mark(,I)for each Question is Required for a Complete Application) Yes No
----------------------------------------------------
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 F-71—
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow!
3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ /
Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel?
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand(5,000)Square Feet of Ground Surface? —
5 Is there a Natural Water Course Running through the Site? M
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? F]
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 right-of-way? —
8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of El
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? ❑ J
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 Permit!
----------------------------------------------------
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,
COUNTY OF... ✓ .. .. .. ................SS
That I, ............ ............... ......................being duly orn,deposes and says that he/she is the applicant for Permit,
(Name of individual signing Document) CONNIE 0.BUNCH
And dig /she is the ......
Notary Public State of New York
................................ . .. ..... . ..................... •PJa•01�31.16185f>�0.................
Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk County
Commission Expires April 14,201�
Owner and/or representative of the Owner of Owner's,and is duly authorized to perform or have performed the stjd wd=md to
make and file this application;that all statements contained in this application are true to the best of his know) dge and belief,and
that the work will be performed in the manner set forth in the application filed herewith.
Sworn to before me this;
.................62D.r. ................ day of.... ...................... .20 Ut
NotaryPublic: ......� `'.�.1.`�`�.....1--?... .G ...................... ................ .. .... ... .........................................
( re of Applicant)
FORM - 06107
/MA
APPLE COURT
N/47630 E
law,
RN75.00' 9•
h0� L-105J3'
50.0"
R;44.0 \ '
O . -
Z
z
W
O •A 8O d �Y
r^ '°� to i 511
ER
mto.s g$ 2A A, N
\ NN 1\
\y
Z
1`
c O�SERV P���
PSEME�T Ef
�30'16
oN
•�, rw. MPNG
20,4o K�
5.1�°
11
CERTIIED TO,
HARTFORD FUNDING LTD.
SUPERIOR ABSTRACT CORPORATION L�
TRW-S-543938-13
JUN 2 9 2010
01
BLD6.DEPT.
AREA = 22,129 sq. ft: TOWN OF SOUTHOLD
SUR VEY OF
LOT 13
"MAP OF SOUTHOLD VILLAS"
ANY ALTERA77AN OR AMMON TO INS SURLY/s A VIOLATION FILED JUNE 25, 1992MAP NO. 9237
OF SECTION 7209 OF THE AEW YORK STATE EDUCATION LAIK A T.SOUTHOLD
EXCEPT AS PER SEC77ON 7209 - SUBD/VISTON 2.� ALL CERnMTIONS
HEREON ARE VALID FOR THIS'MAP AND COPIES THEREOF ONLY IF
SAO-MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOWN OF SOUTHOLD
WHOSE SIGNA TORE APPEARS HEREON.
SUFFOLK COUNTY, N. Y.
1000 - 70 - 01- 6.6
Scale: 1"= 40'
sE�P`�r.29 z1b s992
OCT. 23, 2009 (REVISIONS)
Sof NEWT
SUFFOLK COUNTY DEPARTMENT.OF HEALTH SERVICES
FOR APPROVAL OF CONSTRUCTION ONLY
92 SO 50 ; N01 4 61-8
DATE- H5. REF. N0. PECONIC. SL R
(631) 765 - 50 1797
P. 0. BOX 909 �
APPROVED SOUTHOLD,,EVER /I97I 3_�
CERTIFICATION OF DO NOT PROCEED WITH
NAILING & CONNECTIONS FRAMING UNTIL SURVEY
C OF FOUNDATION LOCATION
REQUIRED. HAS BEEN APPROVED.
All
LLAVED AS NOTED �� z
Ar, o
DATE: � _ # Lu
K UFEE:L��' f C� _ gy; ry
NOTIFY BUILDING DEPARTMENT AT ct)
ZQ C/-
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: ~O o
ALL CONSTRUCTION SHALL 1. FOUNDATOOr! - Tnvo REQUIRED w z o
FOR POURED CONCRETE w Q z
MEET THE REQUIREMENTS OF THE PROVIDE CONTINUOUS 2. ROUGH - FRk,11ING & PLUMBING
CODES OF NE�V YORK STATE. RIDGE VENT 3. INSULATION
ASHPALT ROOF SHINGLE WITH U
1 5# FELT OVER g" CDX PLYWOOD 4. FINAL - CONSTRUCTION MUST
2- 14 X 18 LVL RIDGE WITH BE COMPLETE FOR C.O. z J w
WITH ICE *WEATHER SHEILD @ SIMP50N C520 ALL CONSTRUCTION SHALL MEET THE v Q
PERIMETERS *VALLEYS; STYLE AL R.R)R.(fl P. L
TO MATCH EXISTING HOUSE CONNECTO REQUIREMENTS OF THE CODES OF NEW o o m
UNDERWRITERS CERTIFICATE DESIGN
STATE. NOT RESPONSIBLE FOR
1 2 i
DESIGN OR CONSTRUCTION ERRORS.
REQUIRED OCCUPANCY Of i
' @ O.C. JSE IS UNLAWRJL
-- - 3- 1�"X 71" LWIHTUT CERT I A
i 2"X Gil C.T. I Gil O.C. _
4 4
ABOVE ALL ; [�
� w
(-� �� �� WINDOWS �I-� ,CUI ANC z z
O o
ATTIC \o 51MP50N H7 w =
fN UNHEATED, UNFINISHED; �� CONNECTOR z —j D
�, p6T STORAGE USE
FASCIA WITH VENTED Q O
2"X 10" C.J. @ I GilO.C. VINYL SOFFIT;AZEK FREIZE BOARD TO MATCH
'" PLYWOOD SUBFLOOR EXISTING HOUSE
3- 14"X 91' LVL HEADER
3- 2"X 1 2" GIRDER ABOVE ALL WINDOWS
DOORS W/ C520 12"
I IT IT IT I SIMPSON STRAPPING
W
2"X G"STUD WALL @ U w
3 2' DIAMETER STRUCTURAL 1 G" O.C. W/4" CDX PLYWD. W Q
STEEL COLUMN BURIED IN SHEATHING W/'fYVEK' oC
p io GARAGE 24"X 24"X 1 2" POURED HOUSE WRAP; SIDING TO
CID UNHEATED, UNFINISHED CONCRETE FOOTING MATCH HOUSE L
FRONT ELEVATION
2- 2"X G" ACQ SILL PLATE W z
SCALE: 4" — I '-O" C'OMPAOCTED FLB ON
WITH OVER TERIMITE SHEILD Lu
OVER SILL SEAL; Z
W.W.M. G X G/ I O X 10 O
GAUGE WIRE PROVIDE SIMPSON C520
W/ LPT4 CONNECTORS
PROVIDE 5IMP50N SSTB 1 G
b UPANC � OR 8' DIAMETER ANCHOR BOLTS
(�(`(` v W/ 7" MIN. DEPTH @ 48"O.C.
UNEXCAVL`iJ'' W/ MIN. 3"X3"x8°WASHER @PLATE
USE IS UNLAWFUL
DECORITIVE BARN WITHOUT CERTIFICATE
POST UNDER RIDGE 8" POURED CONCRETE
FOUNDATION WALL W/
OF OCCUPANCY P-4"X 8" d. FTG.; PROV.
2-#4 REBAR IN FOOTING
❑ BUILDING SECTION "A" (TYPICAL ALL AREAS)
nx3 nx31 nx3i ROOF TO MATCH
EXISTING HOUSE SCALE: 4" -O" •
COMPLY WITH ALL CODES OF U NEW YORK STATE & TOWN CODES z
AS REQUIRED AND CONDITIONS OF
SOUTHOLD TOWN ZBA W Z
/ I OLD TOWN PLAN!�1NG BOARD
SIDING TO MATCH - -- - -
� 0 �
Ol0 TOWN TRUSTEES �
EXISTING HOUSE Q
- S,DEC z
}- O -w �o
T 63 OLLLL� T 63 OLILL
zzom
L
FLOWER BOX Q 0
I z cn
- C)
RIGHT SIDE ELEVATION LEFT SIDE ELEVATION BACK ELEVATION
�r
SCALE: i = ! '-O" 1 _ ill _
4 SCALE: 8 - 1 -O SCALE: g - I -O
PAGE:
a
I II
N
z
n o w
o o
O z
J
LLLu
z
J W
a o m
24'-0'
8 112"
24'-O"
AX31 - EMPERED
2868 w
� z
LANDING I LANDING I g a p
4"X 4" POSTS UNDER J O J
STAIR LANDING; UP w
5TORAGE BENEATH ❑ 1 1 O
O 5TAIR5 O 2"X 10" R.R. PROVIDE HANDRAI Q 0
— I @ 16 O.G. CONTINUOUSLY AOUND
II
O i
C
2"X G" C.T.
3 2" DIAMETER STRUCTURAL O m @ I G" C.C. -
STEEL COLUMN BURIED IN NEW GARAGE - w 2"X 8� R.R. "' I W
O 24"X 24"X 1 2" POURED UNHEATED, UNFINISHED tmo O I U
cn CONCRETE FOOTING 3 @ 16' O.C.
3- 2"X 1 2" GIRDER I - J ATTIC I _ i
SECTION SECTION SSECTION m SECTION o
o A A A I '� `� LIGHT STORAGE A b LU z
L 2"X 8I' R.R. x I ABOVE GARAGE- I - ry p
@ 16' O.G. u� UNHEATED, UNFINISHED I z O
—
I
PITCH 5LA5 TOWARD EXTERIOR DOOR BY I '�
DOORS @ 8 / FT. JELD-WEN
#JEL-M-00277
_ lulu— . — . — . — .I
iu
m NOTE: 3- 14"X 92' LVL HEADEN 868 i =
O PROVIDE WIRING FOR OVERHEAD I 2 X G C.T.
N ABOVE ALL WINDOWS
GARAGE DOORS A5 PER @ I G" O.C. 2"X 10" R.R.
>1 MAN UFACTUPEP,5PECIFICATION5 4 DOOR5 UNLE55 OTHE \M/ IN ACCORDANCE WITH THE INDICATED i Q � i @ 16„ O.
REST DENTIAL ELECTRICAL CODE
V
OF NEW YORK STATE i o p
3- 12"X I I Z" LVL HEADER z z
ABOVE GARAGE DOORS, z z0 FWH4068
FLUSH WITH C.J. JI - 7 U _
8'-0"X 8'-0" GARAGE DOORS z
L - - . — . — .I— . — . — . — . — I — . — . — . — .
RAILING ATTACHED —
TO BUILDING OUTSIDE L z
DOORFRAME OPENING c L9
--) o �
(SiEn > �
GARAGE PLAN SECOND FLOOR PLAN U z
SCALE: 4" = I '-O" SCALE: 4" = I '-0" z z o m
Q U O <9
z � =
- w r-
a j �.di: •'r"�......�„.'3 • �'�..r�,`nd tljt V J
�0i
V' PAGE:
J
2
TABLE R30I .G DESIGN LOAD CALCULATIONS
24'-0' ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 MINIMUM UNIFORMLY D15TRI15UTED LIVE LOADS(Ibsf) FL
z
STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXTERIOR BALCONIES GO
Rafters haven slopes c3reater L/180 DECK5 40
° than 3/1 2 with no finished ceilincj ATTICS WITHOUT STORAGE 30
°• � � a attached to rafters ATTICS WITH STORAGE 40 z
PROVIDE SIMPSON PHD5 2'-G°—� a� O
HOLDDOWN (TYP. 2) N Interior walls partitions H/180 ROOMS(OTHER THAN SLEEPING ROOMS) 40
ANCHORS AT ALL CORNERS F —1 F 7 � Floors t lastered ceilin s L/3GO SLEEPING ROOMS 30 0 � 0O lu
THROUGHOUT I All other structural memebers L/240 Oz �o 0
L� 1 Exterior walls with plaster or H/3G0 CRITERIA FOR CALCULATION OF DEAD LOAD Oo Q z
8" DIAMETER ANCHOR BOLTS ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
W/ 7" MIN. DEPTH @ 48"O.C. 24"X 24"X 1 2" POURED stucco finish
W/ MIN. 3"X3"x8°WASHER @PLATE CONCRETE FOOTING UNDER Exterior walls- wind loads with U240 ARCHITECTURAL GRAPHIC STANDARDS
P05T ABOVE brittle finishes z
Exterior walls- wind loads with L/120
SNOW L w
flexible finishes GROUND SNOW LOAD 45 lbs. Q ~
n (0 o m
:a
SEISMIC
24"X 24"X 1 2" POURED DE51GN CATEGORY B
CONCRETE FOOTING UNDER
_ UNEXCAVATED POST ABOVE
WIND
SECTION b WIND SPEED 120 m h �
SECTION O
q A N EXP05U RE CATEGORY 15 }
w
z
g OU O
A. GARAGE SLAB ABOVE z J
4" POURED CONCRETE SLAB w (L O
ON COMPACTED FILL WITHz I RAFTER In Q
8" POURED CONCRETE W.W.M.G X G/ 10 X 10 GAUGE NOTCHED RAFTER
RAFTER -5FOUNDATION WALL W/ WIRE(TYP. ENTIRE GARAGE) RIDGE RAFTER
P-4"X 8" d. FTG.; PROV. PITCH SLAB TOWARD RIDGE TOP PLATE
2-#4 REBAR IN FOOTING a. DOORS @ 8"/ FT. Q TOP PIATE
(TYPICAL ALL AREAS) I WALL STUD
WALL STUD
DAMP PROOF PERIMETER 51MP50N HTT22 METAL TYPICAL RIDGE TO RiAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING
OF FOUNDATION WALL TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION ll_I
(TYPICAL ALL AREAS) HOLD DOWN ANCHORS z
AT GARAGE DOOR OPENINGS
Lu
2ND. FLOOR WALL STUD 0 KING STUDS LU
LU z
111 3'-0" POURED CONCRETE D/— C�
WOOD JOIST WOOD JOIST—
OIST 2ND.FLOOR PLATE CRIPPLE STUD z LU
N
APRON @GARAGE DOOR
BLOCKING JOIST HANGER SUBFLOOR
RIM BOARD HEADER
�
GIRDEWHEADER I ST. FLOOR TOP PLATES JACK STUDS J CZ
WOOD GIRDER WOOD JOIST
ST FLOOR WALL STUD
ID
FOUNDATIONPLAN JOIST FPJAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/11FADER TYPICAL HEADER CONNECTION
SCALE. �ii = i-Oii TYPICAL MULTI-STORY CONNECTIONS
WALL STUD O METAL HOLD-
BOTTOM PLATE DOWN STRAP
SUB FLOOR 38-1 Gd SINKER
BOTTOM PLATE DOUBLE JOIST 1 ST.FLOOR WALL STUD NAILS AS PER /-3-2"X4"WD STUD
MANUFACTURER @ CORNER TYP.
BATHTUB
DOUBLE JOIST roKna+ 2"X4"SILL
GENERAL WIND PROTECTION CONNECTION NOTES IST.FLOORR PLATE PLATE
LOOR
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD RIM JOIST TYP.
RIM BOARD U —
1 0-99 and 1 005 5BC High Wind Edition Wood Frame Construction DOUBLE JOIST FOR NON-BEARING WALLS ;" DBL.SILL PLATE
Fasteners and Connectors for Wood Frame Construction DOUBLE SILL PLATE " z
DOUBLE J0I61 FOR UNDER A BATHTUB ANCHOR BOLT (1)#4 REBAR IN —
FOUNDATION WALL SHEAR CONE-MIN. _
2"LENGTH
1 . A continuous load path between footings, foundations walls, floors, studs and PROVIDE 112°SPACING 300' —
MIN.
roof framing shall be provided. BETWEEN THE END STUD FOUNDATION LLJ
z
REBAR LENGTH WALL TYP. tt �
AND THE 2 OTHER STUDS CONNECT CORNER STUD i�
FOR ALLOWING I/2"MIN.
2. Approved connectors, anchors and other fastening devices not Included in SILL GASKET HOLDDOWN INSTALLATION TO TRANSFER SHEAR IST. FLOOR TO FOUNDATION CONNECTIONS FROM CORNER
E FASTEN W TH(2) 16d O
the Standard Building Code, Table 230G. I shall be installed in accordance with ® TERMITE SHIELD COMMON NAILS @ 6"O.C. (� 0
�l METAL HOLD-DOWN UPLIFT ANCHOR Q V J
manufacturer's recommendations. DBL SILL PLATES ® Z
(fOOVERLAPJOINTS) � SIDEWALL ENDWALL � Q W `Q
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the FOUNDATION WALL U U Z
weather or sub cot to salt corrosion In costal areas, shall be stainless steel Or SHEAR WALL CORNER CONNECTION
hot dipped galvanized. z Z L>
WIND RESISTANT CONSTRUCTION C0NNECj,0R5 Q
4. Where windows and doors interrupt wood structural panel sheathin and SILL PLATES T O FOUNDATION ANCHORING Q
p p g CONNECTION LOCATION: PART NUMBER: NOTES:
siding, framing anchors or connectors shall be provided at the top and bottom z li
of cripple studs, header studs, and at least one stud at each side of opening. RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EA H AjKOIO -RAFTERS
CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS RAFTER-TO-WALL H7 APPLYTGIRAfCf`�, O
5. Ridge straps shall be attached to each pair of opposing rafters except where NOT TO SCALE
collar ties of 1 xG or 2x4 lumber Is located In upper third of attic space and RAFTER-TO-PLATE H8 or H2.5 APPLY;'I O AC ,RAFTER{sue ' z
attach to each pair of rafters.
G. Uplift connectors shall be provided at each rafter bearing. PLATE-TO-WALL STUD C520 @ 18" APPLY.TO EA WALL STIED oil II
7. Floor to floor hold-downs to be provided every 48, and every 16" within 4'
2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 @ 30APPLY fO EACH ALL STUD
of exterior corners. HEADER-TO-JACK STUD C520 @ 1 2" APPLY T'.EXCt1 JJ CK JTJD
EAC�i CR1f t� T19�7.;��,�
8. 5111 Plate to Foundation Anchorage: CRIPPLE STUD-TO-HEADER H3 APPLY TO
Sill plate shall be anchored to the „.x
foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x SHEAR WALL HOLDDOWN ANCHOR 55T5 1 G APPLY TO EACH [D' L A&eb PAGE:
1/5" washers. A minimum of one anchor bolt shall be provided within G to 12 1ST. FLOOR-UNDER-SILL PLATE LPT4 WRAP UNDER DOUBLE SILL{PLATE
inches of each end of each plate. Anchor bolts shall have a minimum embedment (USE WITH 3" 5QUARE WASHERS)
of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located
within 1 2 inches of corners and at spacing not exceeding 4 feet on center. USE THE FOLLOWING APPROVED 51MP5 METAL CONNECTORS FOR PROPER IM AX RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 3
GENERAL NOTES: NAILING SCHEDULE
TABLE 3.1,INCLUDING 3.3 AND 3.9
1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
• The Information on this set of construction documents IS to relate basic design ELECTRICAL NOTES: JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
intent and framing details. They are Intended as a construction aid, not as a
substitute for generally accepted good building practice and are in compliance with ROOF FRAMING
current New York State building codes. The general contractor is responsible for • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER
providing standard construction details and procedures to ensure a professionally installation of fixtures 4� specifications as indicated on plans. Light fixtures to be supplied by 10'-0"WALL:4-8d PER RAFTER
finished, structurally sound and weatherproof completed product. owner and installed by contractor. GFI outlets required at bathrooms, and exterior areas. Install CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-5d PER JOIST
10'-0"WALL:4-8d PER JOIST Fw-- lu
all outlets as per code. All work is to be done in strict accordance wlith the New York State Code CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP O
b licensed electrician. All new switches C) Q
• General contractor to coordinate all subcontractors, scheduling of work and y a t outlets to be Levition, 5t;andard, supplied t installed CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP
interaction between trades. O (f)
by contractor. Contractor to do all hook-ups as required for equipment as per manufacturer specs. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE z Q m z
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END
• The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES: RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END
or exceeds current federal, state and local codes, ordinances and regulations, etc. 0
Z
These codes are to be considered as part of the specifications for this building WALL FRAMING plan. w
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT w
• All lumber is to be Douglas Fir #2 or better at I G" on center TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE Q Q
• If in the course of construction, a condition exists which disagrees with that as STUD TO STUD FACE NAILED 2-IGd 24"O/c
indicated on these drawings, the contractor shall stop work and notify the designer • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ' designation HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES
t the en sneer immediate) Should he fail to follow this procedure and continue work, TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD
g y• p refers to current arsenic-free treated wood standards and shall take the, place of 'CCA'
he shall assume all responsibility and liability arl51ng 3-16d PER 2X6 STUD therefrom. 4-1 Gd PER 2X8 STUD
• All TJI'5 are to be installed in accordance with the manufactureir'5 specifications and shall include BOTTOM PLATE TO FLOOR JOIST,
• Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-]Gd PER FOOT
squash blocking web stiffeners at bearing points on girders and other load bearing areas �
• The designer has not been engaged for construction supervision and assumes no FLOOR FRAMING OO
responsibility for construction coordinating with these plans, nor responsibility for • Structural Steel ASTM A3G - FY = 3G KSI JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST >-
BRIDGING TO JOIST TOE NAILED 2-8d EACH END w
construction means, methods, techniques, sequences or proceedure5 or for 5aftey BLOCKING TO JOIST TOE NAILED 2-8d EACH END Z Z
precautions and programs in connection with the work indicated. There are no . All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, BLOCKING TO SILL OK TOP PLATE TOE NAILED 3-I Gd EACH BLOCK g p
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 LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd O
EACH JOIST �_ U O
JOIST ON LEDGER TO BEAM TOE NAILED 3-5d PER JOIST _
nailed/bolted in accordance with the manufacturer's specifications. BAND JOIST TO JOIST END NAILED 3-1 Gd PFF JOIST Z
• Contractor to provide hardwired smoke detectors, with battery back up, and with Q w
BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-IGd PER FOOT w (L O
no intervening switches, on all floors. Verify with local code requirements as per cn Q n
Section R3 17 New York State Residential Con5truciton Code. • All floor sheathing is to be 4" AC type plywood, tongue t groove and shall be glued and screwed to ROOF SHEATHING
Install carbon monoxide detectors as per code. the floor joists (G" O.C. edges t 1 2" o.c. field) or as noted on floor plans t sections. STRUCTURAL PANELS
4'PFKIMFTFR EDGE 70NE- 1 G"O/C -G"AT PANEL EDGES
FOUNDATION NOTES: • Solid blocking is to be installed every 8'-0" max. or mid span of all floor jo15t5 with spans exceeding 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT
8'-0". Blocking is to be installed at all point load bearing points. 801 INTERMEDIATE SUPPORTS IN THE PANEL FIELD
General contractor to review plans, elevations and details to determine
FOR ROOF SHEATHING WITHIN 4'-O"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-O"PERIMETER
•intended heights of finished floor above typical grade. • Install doublejoi5t5 under all partitions running EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. W parallel U
w
CEILING SHEATHING z 0
• Footings shall bear on undisturbed soil within bearing capacity of 1 .5 ton5/561.ft. • All exterior wall headers to be 2- LVL'5 as indicated on floor plians t sections and all interior GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD W
headers are to be 2- 2" x (5" unless otherwise noted. All headers exceeding 5'-0" shall have a double WALL SHEATHING C)
• Concrete shall be FC = 3,500 PSI @ 28 days jack stud with a single king stud * on exterior Walls provide double sill plate (typical). STRUCTURAL PANELS 8d 4-EDGE ZQNF- I G"O/C-G"AT PANEL EDGES AND 1 2"AT in
INTERMEDIATE SUPPORTS IN THE PANEL FIELD W Z
8d INTERIOR 70NF- I G"O/C-G"AT PANEL EDGES AND 1 2"AT
• Concrete on 4" sand or gravel fill minimum, with GxG - I C/10 welded wire mesh • Provide insulation baffles at cave vents between rafters and soiffit vents as indicated NTERMEDIATE SUPPORTS IN THE PANEL FIELD z N
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor on plans FiBERBOARDPANELS 7/1G" 6d 3"EDGE/G"FIELD O
barrier. Welded wire mesh 15 to be placed in the top third of the slab and 15 to be 25/32" 8d 3"EDGE/G"FIELD J �
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD
adequately supported by precast concrete bar supports to assure that the reinforcement • Exterior flashing 15 to be adequately installed at all connections between roofs, Walls, 8d 4'FnrF ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT V
15 held in position during concrete placement and finishing. chimneys, projections and penetrations as required by approved consltrction practices. HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
8d INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT
• Isolation joints are to be installed between the slab and the walls. Use preformed FLOOR PLAN NOTES: INTERMEDIATE SUPPORTS IN THE PANEL FIELD
joint filler that is to be cut 1/2" below the slab surface and the resulting joint is to be filled FLOOR SHEATHING
with an cla5tomeric joint sealant. • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS STRUCTURAL PANELS- I"OR LESS 8d G"EDGE/ 12"FIELD
• General contractor to install cop-r-tex ( or copper) sheet metal termite shelids • All interior walls to be covered with 2' gypusm with
s board th meital corner reinforcing. ' 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
All TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNE
between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products, including gypsum board, Screw,joint compound, tap'e5 * trim shall be U.S. - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO
Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final 10 1 Gd NAIL PER FOOT.
• Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls and ceilings to be taped amd Sparkled, 3 coats, ,
excavation is not to be backfllled prior to the Installation of the floor framing. ready for paint. U —
Z t\
PLUMBING t- HVAC NOTES: • Insulation ratings and installation locations as Indicated on floorr plans * sections
R/
• 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 LLJ
<9
to all New York State building codes saftey requirements. by manufacturer specifications O U
(S) CY
• If wall plates or joists are out during the installation of plumbing fixtures or equipment 0 All bath * kitchen area walls and ceilings adjacent to wet areas to have water resistant Z
v �
contractor must provide appropriate bracing to tie framing back tog Oz
ether. drywall, and provide wonderboard for all areas set to recieve tile. U
i
• Baseboard heating 15 to be hot water and zoned. Plumbing contractor 15 to
adequately 51ze the system and place the baseboards in an unob5tructive location in each room Q U_
required to recieve heat. Minimum of one thermostat for each zone will be required. �.,; - z (S) _
LU
• Mechanical subcontractor Is responsible for adhering to all applicable codes and ,If1cr,',
5aftely requirements. l` 9 '� tiF
• HVAC subcontractor to fully coordinate system data requirements With the CLIMATIC AND GEOGRAPHIC D IC7N uCRI MIA
equipment supplier and to provide final system layout drawing and submit it to general contractor, WEATHERING SEVEREE.
owner and equipment supplier for final review approval. FROST LINE DEPTH
TERMITE MODERATE;TO aVY
DECAY SLIGHT TO MODERATE
WINTER DESIGN TEMP. 11 PAGE:
ICE SHIELD UNDER- AS PER MANUFACTURER5
LAYMENT REQUIRED SPECIFICATIONS/STATE CODE
FLOOD HAZARDS 4
z
O
E_
Q
UoC
L ~ Lu
O
O Oz �o 0
Q z
RUN-OFF CALCULATIONS: U Q }
ROOF AREA = 750 5cl. ft. P
x . I G7 x 7.5 = 944.3 gallons
DRYWELL
REQUIRED - ( 1 ) 8'-0" X 4'-0" RING�
o
z
o z
J O
Q � �
LU
w CL O
cJ� Q cf)
' 28G8 I `�
LU
U w
° I m I w �
_ Q
Lu
zo
CL
m J (V/
QD
NEW GARAGE
N FOOTPRINT
DRYWELL
SCALE: III = I '-O"i 8G
N I I I � � -
- .
LU
oz � Ln
z
8'-0"X 8'-0" GAPAGE DOORS U '
Zzom
L_ — . — . — . — . I . . . . . . .
zWI
C) o
PAGE:
5