HomeMy WebLinkAbout37407-Z 1 S Fat/(0 Town of Southold Annex 3/25/2014
add P.O.Box 1179
c x 54375 Main Road
oy Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36817 Date: 3/25/2014
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 3700 Pequash Avenue, Cutchogue,
SCTM#: 473889 See/Block/Lot: 103.-14-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
9/15/2008 pursuant to which Building Permit No. 37407 dated 7/30/2012
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:
covered front stoop, screened porch and deck addition to an existing one family dwelling as applied for.
The certificate is issued to Keith&Kerri Reda
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 4019701 9/15/09
PLUMBERS CERTIFICATION DATED
Y--
/OyrizeXSignatfiire
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37407 Date- 7/30/2012
Permission is hereby granted to:
KEITH E. & KERRI REDA
P.O. BOX 231
CUTCHOGUE, NY 11935
To: 4'X6' ROOF OVER FRONT STOOP, 14'X16'SCREEN PORCH & 12'X20' DECK ADDITIONS
TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. #
34162
At premises located at:
3700 PEQUASH AVENUE
SCTM # 473889
Sec/Block/Lot# 103.-14-3
Pursuant to application dated 9/15/2008 and approved by the Building Inspector.
To expire on 1/30/2014.
Fees:
PERMIT RENEWAL $100.00
Total: $100.00
ildin nspector
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. 34162 Z Date SEPTEMBER 16, 2008
Permission is hereby granted to:
KEITH E & KERRI REDA
PO BOX 231
CUTCHOGUE,NY 11935
for
41X6 ' ROOF OVER FRONT STOOP, 141X16 - SCREEN PORCH & 12 -X20 - DECK
ADDITIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
.. at premises located at 3700 PEQUASH AVE CUTCHOGUE
County Tax ,Map No. 473889, Section 103 Block 0014 Lot No. 003
pursuant to application dated SEPTEMBER 15, 2008 and approved by the .
Building Inspector to- expire on MARCH 16, 2010 .
Fee $ 200 . 00
Authorized Signature
COPY
Rev. 5/8/02
Form No.6
TOWN OF SOUTHOLD.
BUILDING DEPARTMENT
TOWN HALL
76S-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 neea-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 DepL 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 2110 of 1% lead.
5. Commercial building,industrial building,mtiltiple residences and similar buildings and installations,a certificate
of Code Compliaiice'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)rion-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$50.09,
Swimming pool50.00,Accessory building$50.00,Additions.to accessory.building$50.00,Businesses$50.00=
2. Certifieate of Occupancy on Ire-existing Building- $100.00
3. Copy of Certificate o€.Occupancy-$_25
4. Updated Certificate of Occupancy- $50.00
• 5. Temporary Certificate of Occupancy -Residential$15_00: Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 3� 00 QV 1A s
House No. �
Street Hamlet
Owner or Owners of Property: 14er-r I
Suffolk County Tax Map No'1000, Section l Block I Lot
Subdivision Filed Map. Lot:
Permit No. 3101 Date of Permit. Applicant
Health Dept.Approval: Underwriters Approval:
Planning Board Approval-.
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant :e .
0 rJ�r�rJ�rJ�rJ�r.J I- c VEJ M300�nrJ�r.Pr��nr.PcPr1rJ�rJ��nr�r�r�r�r�r�cPrJrJ�rJ�rJ�rJ�rJ�rJ�rJ��n�nrJ�r�rJ�rJ�r�rJ�cPrJ�rJ�rJ�rJ�rJ�rJ�rJ��c ncPcn�c r�.r� o
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 5
S BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 C�
5 CERTIFIES THAT 5
5 5
5 Upon the application of upon premises owned by
5 c5
5 ROSLAK ELECTRIC KEITH & KASSI REDA S
C5� PO BOX 164 3700 PEQUASH AVE
5 CUTCHOGUE, NY 11935-2453, CUTCHOGUE, NY 11935 51
5 Located at 3700 PEQUASH AVE CUTCHOGUE, NY 11935 C5
5 5 Application Number: Certificate Number: 5
PP 4019701 4019701 c5
5 5 Section: Block: Lot: Building Permit:34162 BDC: ns11 5
Residential 5
5 Described as a occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: 5
5 First Floor,Outside,
5 5
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration or other 5
5 authority having jurisdiction, and found to be in compliance therewith on thelsth Day of September, 2069.
5 Name QTY Rate Rating Circuits Type L�
5 Miscellaneous 5
Ssun/family room 5
5 Wiring And Devices 5
5 Fixture 1 0 Incandescent 5
5 Outlet 1 0 5 Fixture 5 Outlet 7 0 Gen,Purpose 5
Paddle Fan 1 0 5
5 Receptacle 1 0 GFCI
Receptacle 6 0 Gen,Purpose 5
5 Switch 3 0 Gen,Purpose
5 S
5 5
5 5
5 5
5 seal
5 I of I 5
5 5
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5 5
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L� �LC� DOE SOUTy
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um,Ncc�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST [ ] ROUGH PL13G.
] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: �� e
DATE �� INSPECTOR
Of SOUlyo�o
courm,N�'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ FRAMIN / TRAPPIN [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE I ® INSPECTOR-i
SOblyO�o
coo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
xFOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
XiRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
D� aA,4,:g- o ,
DATE � � INSPECTOR
OF SO(/r�olo
TOWN OF SOUTHOLD BUILDING-DEPT.
765-1802
INSPECTION ,. �
[ ] FOUNDATION 1ST [ ] ROUG LBG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING/STRAPPING [ INAL
[ ] FIREPLACE_& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
CONIlYIENTS \9-)
FIELD INS ECTION REDO DATE
� o
FOUNDATION (1ST)
FOUNvi, ATION (2ND)
O
H
ROUGH FRAMMC-
PLLMBING C
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Il-SsTiLAThON PER N- Y. —
STATE ENERGY CODE
FINAL '
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ADDITIONAL COMAMNTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL - Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 1�Q Check
Septic Form
N.Y.S.D.E.C.
Trustees
r f '20Q� Flood Permit
Examined ( t Storm-Water Assessment Form
Contact:
Approved `� ,20 f9 Mail to:
Disapproved a/c
Phone: G3k ►�� -VJ`�1e`3
Expiration �,20
} Building Inspector
U� PPLICATION FOR BUILDING PERMIT
SEP 55 2008
Date 43cEj - 1 S , 20 0&
bi-DG.DEPT. INSTRUCTIONS
T N F QUTMOLD
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
is
(Signature nt or name,i a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
P
Name of owner of premises FT-PA
(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. k:,k--) 'C� V .
Plumbers License No. M (�
Electricians License No. N �A
Other Trade's License No.
1. Location of land on which proposed work will be done:
3 T 00 Pe�,Q"Iu l-t c`►rc us1 .l��3
House Number Street Hamlet
County Tax Map No. 1000 Section { 0 3 Block Lot 3
Subdivision F7 ekn_5 Filed Map go. Lot
2. State existing use and occupancy of premises and intended use and occupancy of propos d construction:
a. Existing use and occupancy S'(r+�� tc�bV�an t2as�rot ►cK"
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition v--- Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 4 30 , ono 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 1
Depth Height Number of Stories i g '
8. Dimensions of entire new construction: Front Rear Depth.�
Height Number of Stories , .,:•
r � �
9. Size of lot: Front (O.� Rear lU-0 Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated P__ 4 0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO V,Will excess fill be removed from premises? YES NO
14. Names of Owner of premises 1 UDPD Address Phone No.
Name of Architect Address Phone No
Name of Contractor D16 O6- M`G d NAr j Address Po 3. 602, t 193,' Phone No. 1-3 Y
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO c/
* 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 Sum)
,(701X Orl M Lis"A N being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the C_m r'o'k
(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 2 Ply 2000
NotaryQt c&ublic, State of New York' ' Sij3a'reKf Applicant
No: O1F06177911
Qualified in Suffolk County
Commission Expires�November 19, 2011
Town of Southold
o g Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
col PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
J J 3 / ( -_-,5 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(4)for each Question is Required for a Complete Application) Yes No
-----------------------------------------------
;T__
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? ❑
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 ❑ I /
Five Thousand(5,000)Square Feet of Ground Surface?
5 Is there a Natural Water Course Running through the Site? ❑ (/
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 right-of-way? —
8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ❑ /
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? F-1
41
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, ......... ........ .�C° +N...................being duly sworn,deposes and says that he/she is die applicant for Permit,
(Name of individual signing Document)
Andthat lie/she is the ....................../ .,...............................................................................................................
(Owner,Contractor,Agent,Corporate Officer,etc.)
Owner and/or representative of the Owner of Owner's,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 die work will be performed in die manner set forth in the application filed herewith.
Sworn to before me this; �y�/
�.. ............ day of.4J. {O.i�!'lb ........... ,20..v0
�y�� CHR17I.NEFOSTER
otary Public ............ NotarPuj51 4.5lt4tP.Of.N.ew.XQrk................
No..01F06177911 (signs Applicant)
Qualified in Suffolk Count
FORM - 06/07 'commission Expires November 19, 2011
m
Q 0 p _ J _, �� TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST. SUB. LOT
FO MER 0WNEkm(tk1e_rv- 4s-<.-,,c N E ACRE,
S W TYPE OF BUILDING
2ES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS4-a
Of v
!/W 7 3 f3iDo
J- a (J 12,7 / Z, ) /7 74- 4 7 )Z, G I4 r1jw y/W L 5
.7 0 0 o d �v b +^� .�'� Ala SotD '�s�,0oe L. 8,CC13t io /'i, u t i)1---9,fll, WF P 20
AGE BUILDING CONDITION 1 ��Y
to a-L +�►a - 1uu.�J rs�ti � �.�cam`4 Drs0
NEW NORMAL BELOW ABOVE !U a` L I4 1 1+OrS -kO t4U ldew!r r 45-spe .-
FARM Acre Value Per Value ii p
Acre
Tillable 1
Tillable 2
Fillable 3
Noodland
3wampl,and ' T ,
3rushland FRONTAGE ON ROAD
-louse Plot DEPTH 7�
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o��OF SO!/ryol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 41 �Q
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
August 2, 2012
Keith & Kerri Reda
PO Box 231
Cutchogue, NY 11935
Re: 3700 Pequash Ave. Cutchogue
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
✓ Application for Certificate of Occupancy. Enclosed
pp (Enclosed)
Electrical Underwriters Certificate. (contact your electric
A fee of$50.00.rf"dl"
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: 37407 - Addition
5� Southold Town Building Department
54375 Main Road Permit#: 34162
h. z Southold,New York 11971
o • �,+� Permit Date: 9/16/2008
(631) 765-1802
Expiration Date: 3/16/2010
Parcel ID: 103.44-3
BUILDING PERMIT RENEWAL LETTER
FINAL NOTICE
Dated: 11/7/2011
Applicant: KEITH E. & KERRI REDA
Location: 3700 PEQUASH AVE CUTCHOGUE, NY 11935
Work Description: RESIDENTIAL ADDITION
4'X6' ROOF OVER FRONT STOOP, 14'X16'SCREEN PORCH & 12'X20' DECK
ADDITIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
A FEE OF $200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: KEITH E. & KERRI REDA
Address: P.O. BOX 231
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.
. \00�90
3p��, 8966
63yS
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
Southold Town Building Department
P.O.Box 1179
Permit#: 34162
3 54375 Main Road
o + Southold,New York 11971 Permit Date: 9/16/2008
y�yol � (631) 765-1802 Expiration Date: 3/16/2010
Parcel ID: 103:14-3
Dated: 7/24/2012
Applicant: KEITH &KERRI REDA
Location: 3700 PEQUASH AVENUE
Work Description: RESIDENTIAL ADDITION
4'X6'ROOF OVER FRONT STOOP, 14'X16'SCREEN PORCH& 12'X20'DECK ADDITIONS
TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.
7011 1570 0001 8894 6424
Owner: KEITH E. &KERRI REDA
Address: P.O. BOX 231
CUTCHOGUE,NY 11935
Your BUILDING PERMIT #34162 has been referred to me because you have not responded to requests
to obtain your Certificate of Occupancy as required by Southold Town code.
Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or
occupied in whole or in part until a certificate of occupancy shall have been issued by the Building
Inspector."
Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of
Southold in the amount of$100.00 to renew the building permit, or legal action will be taken against you.
Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00
p.m.
Respectfully Yours,
Michael VerityPthief P#&ding Inspector
Southold Building Department
cc: Damon Rallis Zoning Inspector
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3-�'`G loub" l liz,
1 I I MAY 5 2009
TOWN Of SOUTHOLD
GENERAL NOTES:
DESIGN LOAD CALCULATIONS
The mformabon on this set of construction documents is to relate basic design ELECTRICAL NOTES: MINIMUM UNIFORMLY DI5TRI5UTED LIVE LOADS LIb>f)
intent and firming details. They are intended as a construction aid,not as a EXTERIOR BALCONIE5 60
substitute for generally accepted good building practice and are in compliance with DECKS 40
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 ATTICS WITHOUT STORAGE 30
providing standard construction details and procedures to ensure a professionally Installation of futures 4 Specifications as Indicated on plans. Light futures to be supplied by ATTICS WITH STORAGE 40
finished,structurally sound and weatherproof completed product. owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas.Install ROOMS(OTHER THAN SLEEPING ROOMS) 40
all outlets as per code. All work is to be done In 5tnct accord—with the New York state Code SLEEPING ROOMS 30
General contractor to coordinate all subcontractors,scheduling of work and by a licensed electrician. All new switches 4 outlets to be Lewtion,standard,supplied 4 installed
ween interaction bet trades. by contractor. Contractor to do all hook-ups as required for bathrooms. CRfTER1A FOR CALCULATION OF DEAD LOAD
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
The contractor Is responsible for ensuring that all work and construction meets FRAMING NOTES: ARCHITECTURAL GRAPHIC STANDARDS
or exceeds current federal,state and local codes,ordinances and regulations,etc.
These codes arc to be considered as part of the specifications for this building plan. SNOW
• All lumber is Co be Douglas Fir 82 or better at 16'on center GROUND SNOW LOAD 45 IFn.
If in the course of construction.a condition courts which disagrees with that as
ca drawings,
md, ted on these drangs,the contractor shall stop work and notify the designer . All wood framing in contact with concretem or asonry,s to be pressure treated. 'ACQ'desigrutin SEISMIC
4 the engineer Immediately.Should he fall to follow this procedure and continue work, refers to current arsenic-free treated wood standards and shall take the place of'CCA' DE51GN CATEGORY it B
he shall assume all responsibility and liability ansmg therefrom.
• Dimension5 take precedent over wale-DO NOT SCALE DRAWINGS. • All TJI's are to be Installed in accordance with the manufacturer's specifications and shall Include WIND
squash blocking web stiffeners at bearing points on girders and other load bearing areas WIND SPEED 120 m
• The designer has not been engaged for construction supervision and assumes no EXPOSURE CATEGORY B
responsibihty for construction coordinating with these plans,nor respom"t,iLty,for • Structural Steel A5TM A36-FY=36 K5I
construction moos,methods,techniques,sequences or proceedures or for 5aftey CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
precautions and programs in connection wrath the work indicated.There are no . All straps,connectors,plates,bolts,nails,etc.are to be galvanu:ed. Designated connectors,straps,
warranties for a specific use expressed or implied in the use of these plans. otherwise WEATHERING SEVERE
etc.on these dravnngs are my by Simpson Unless other indicted. All connectors,straps,etc.are to be FROST LINE DEPTH 3'-0'
• Contractor to provide hardwired smoke detectors.With battery back up,and with nailed/bolted in accordance with the manufacturer'5 specifications. TERMITE MODERATE TO HEAVY
no Intemening switches,on all floors and in each bedroom.Verify with local code DECAY 5UGHT TO MODERATE
requirements as per 5ection R317 New York State Residential Cnstrucion Code. All floor shothirig is to be AC type plywood,tongue 4 groove and shall be glued and screwed to WINTER DE51GN TEMP. I I
Install carbon monoxide detectors as per code. the floor joists(G'o.c.edges 4 12'o.c.field) ICE SHIELD UNDER- AS PER MANUFACTURER'S_LAYMENT REQUIRED SPECIFICATIONS/STATE CODE__
FOUNDATION NOTES: solid blocking is to be installed every 8'-0'max.or mid span of all floorjoi5ts with 5Pans exceeding IfLOOD HAZARDS
6-9. Blocking is to be installed at all point load bong points.
• General contractor to review plans,elevations and details to determine TABLE R30 I.6
intended heights of finished floor about typical grade. • Install double joists under all partitions running parallel "--"---"_-�- ------------`------------------___ -- ----
ALLOWABLE DEFLECTION OF STRUCTURAL MEMEEERS
• Footings shall bear on undisturbed soil within boring capacity of 1.5 tons/sq.ft. All extenor wall headers to be 2-LVL's as indicated on floor plans 4 sections and all interior STRUCTURAL MEMBER ALLOWABLE DEFLECTION
header are to be 2-2".8'unless othe—,.noted. All headers exceedng 5'-0'5ha11 have a double Rahcr,Navin >I a realer U180
• Concrete shall be PC=3,500 P51 Q 28 days jack Stud with a single king stud 4 on af—r walls prowde double.,It plate(typical). thae a/I2 wrth no finished ce,li
attached W'often
• Concrete on 4'sand or gravel fill minimum,with QG-10110 welded wire mesh . Provide insulation baffles at eave vents between rafters and soffit vents as indicated Irmo woos• aftrtwn> H/I 80
reiriforcemeM. Interior slabs to be placed on 6 mil.stabdved polyethylene vapor on plans Floor x stored-,I,— U3GO
barrier. Welded vnre mesh o to be placed m the top Chmd of the slab and is to be All otter swctwal memeben U240
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. Exterio walls with laser Or H/360
15 held in position during concrete placement and finishing. chimneys,projections and penetrations as required by approved constrction practices. stucco finish
Exterior wa11s-w,nd loads with V240
• I5olationjoint5 are to be installed between the slab and the walls.Ux preformed FLOOR PLAN NOTE5: brittle fimshe>
joint filler that is to be cut 1/2'below the slab surface and the resulting joint a to be filled E lino—11s-w'M load>.mtn UI 20
With an e1,;t!: ericjomt sealant. • Dimensions shall take precedent over scale drawings,DO NOT SCALP DRAWINGS fl—m, finishes
• General contractor to install cop-r-tex(or capper)sheet metal tenRe shedds • All interior walls to be covered With}'gyspusm board with metal corner reinforcing.All TABLE 3.7 j TABLE 3.4
between all wood surfaces that are exposed to concrete or masonry surfaces. 1995 SEC HIGH WIND EDITION WOOD FWANIE 1995 5BC HIGH WIND EDITION W F C M;
drywall products,including gypsum board,screw,joint compound,tapes 4 trim shall be U.S.
LONSTRULTION MANUAL _ RAFTER SPACING 16'O.C.
.Gypsum Co.or approved equal. All joints shall recieve 3 coats of joint treatment.Sand fiwl
• Dampproof exterior of foundation wall wrth a bituminous coating;Foundation coat to a uniform smooth surface.Al walls,ceiling and Interior of closets to be taped and RAFTER SPACING 16'O.C. 120 m FASTEST wINDSPEED
acavation is not to be backhlled prior to the installation of the floor framing. speckled,3 coats,ready for paint. ROOF PITCH ROOF SPAN ROOF ROOF NUMBER OF
12 201 281 36 PITCH SPAN(ft) NAILS
PLUMBING 1�HVAC NOTES: . Insulation ratings and installation locations as Indicated on floor plans 4 sections 3:12 5 e 4 4:12 12 3
4:12 4 6
6 4
• All plumbing work shall be done by a duly licensed plumber and must conform and adhere • Walls common to garage and house to have a layer of J'fire rated gypsum board at _ 20 5
t 7:12 3 4 5 6 �"" """- '
to all New York State building codes 4 5aftey requirements. garage side with 5'-O'return on adjacent walls 4 ceiling. Provide 2 layers of y'fire rated 9:1 2 3 3 4 5 "'"" '"""-"' "---'24.-- _" ." 6
gypsum board on all engineered lumber as required by manufacture Specifications ` -3 3 3 4 -" -"""-"- - '28 --"" 7
• If wall plates orjoists are Out during the installation of plumbing futures or equipment \\ '-p-� 32 a
contractor must provide appropriate bracing to be framing back together. /tlp� 5:12 _ 12 3
• All bath 6 latchen area walls and ceilings adjacent to we arras to have water resistant ` '�®f �S - �- �
drywall,and provide wonderboard for all areas set to recieve tile. 0 - -- 20 4
• Baseboard heating 15 to be hot water and zoned. Plumbing contractor is to ! _a J. � --- -- -
adequately sue,the the system and placethe baseboards in an unobstrvebv in location each room •
®required to receve hot. Minimum of uric thermostat for each zone will be required. 28 6
32 7
• Mechanical subcontractor is responsible for adhering to all applicable codes and �' ��((,, A•,.�� 36 7
saftely requirements. 1+ S•.N'f _ 6�12 I"6 3
20 4
• HVAC subcontractor to fully coordinate system data 4 requirements with the I'd f`j�L+l/, ++• 24 _ 5
equipment supplier and to provide final system layout drawing and submit it to general contractor.
owner and equipment supplier for final review 4 approval. ". r," LU PB
t 32 6
3G 7
7:1 2-12:12 12 2
16 3
S 91 rx4 _ 28 5
32 6
t a,� 3G G
NAILING SCHEDULE GENERAL WIND PROTECTION CONNECTION NOTES
_—__..._-_ Adapted from Standard for Hmneane R Unt R-derbal ConstJucbon:55TD
_____________________________________:---_-__._-__--..-_-_.___.__.--_-__.-.---_-.__._-_ ..
rANE 3.1,niauoiNG 33 AND 3.9_- c - .-------- I0-99 and and
C rec Hlgh r W Edits e,Co Frame Comtrvctwn
1999 9CC HIGH WIND EDRN)N W000 PWUIE CON9iRURN)N MANUAL---"-"-""--�-"-�--"�:--�----------"-------"----�-"-�-"---"-�" Fa9tener and ConnecTOr for Wood Fame COnSbLGkIOn
JOINT DESCRIPTION NAIL QUALITY NAIL 5PACING 1.A conbnuoue load path between footmge,foundabom walb,floor,5wde and
WOOF roof f—.nj ehall be fer-ded.fM P-RATi
RAPIER TOiO------ TO----- B'--WALL: -Bd PERRAPTER- - ------------------------------------------. 2.Approved con r ectO ,anchor and other faetennlg d is not lnGludecim
l aa•wAu:4.Bd -rtRwsrER the Standard SuAdm Code,Table 230G.1 sh.11 be-L.Iled m aUnrdl n wrth
CEILING JO6i TO TOP PlAtF _TOE NAILED B'-0'WAlL:3 Bd �KRJ019T g
--- --..----- - ----- ---- m]nufxwrcre recommNldatums.
IO-0"WALe3.7 KRJOIST
ceRluc JoSr To P RALLeL RArreR �rnce LAMED -- 2d free 3 ucn'L:w 3.Metal tee,connector,ecran e,bolt,and wd5 eR ed dl to the
LfR1NG J05T UPr OVER PARTR ONS FACC LED SEL TA&E 3.1 CACH LM -- - ---- Poses
LOLIAR iR TO RAfi[R �-MACE HARED------""- -SEC TABLE 3.9---KRTIE "--"-------------" weather Or SubJut W Salt GOrro9wn In coetl arra9,ehal be 9hNE99 5t�Of
ewcMivcFo RnFrez—__--:`roe�rin'nto.._-_.._ --.__.zee—"" eA--a v'.."�__-_______�_. hot dipped galvanord.
RPA B ING TO RPPTCR Ew NAILED—- 2-16d __ CACH CND
_._ _—._. ._ _ 4.Where wmdowe and door Interrupt wood 5tructural panel eheathmg and
WALL!RM]Ne sl framing ing, anchor or connector shad be provided at the top and bottom
TOP P✓.R To ioP HATE :FAee NAILED- z-i 6a• eel ioor-----�""---"--""""------------"-"'--"---"-"- cnpp a studs,header etude.and at least one stud at each side of opening. WIND RESISTANT CONSTRUCTION CONNECTORS
TOP PLATES AT INRRsel:iiliie--'-""_fA eNwLm ----------gate Johns:EACH S z _ _
STUD TO STUD FACE NLCD __ 22 f 6d_ 2'1 O.0 _ -- 5.RI C 5tt] sFull be attached to each pmr,of rig rzlter O(rLpt Where CONN[CTON w(J�TION: PART NUA06L NOrB:
_ __..._.___- - .. rt Ps oppose
HEADER TO HEADER"- - 65_NALCT 16d 6'OK ALONG EDGE_5 _____ attar Gee a p off ra ers. t9 located re uppU third OF ettK epdGe and RI tO RAfRR9 L9TA21 APM1Y TO fK11 PNRWWJIW
TOP ORBOTTOM PUTC i09NO ENO M1AhED -2-16e KR2Xi 5T1J0 to__.. __.._.. .. -... .__.. .__., ... .... .__. attchftcorn tom, after.
3-16d KR 2Y65TU0�- -- �----� �� RArRWtOWN1 RT2O MLY lK11RMIX
...................._---_-___-._--_-":_.--.-------------.-------_-..-__-_-_--____.__ -____-____--_. G.Uphftconnectnr shall be provded at each rafter beanng. Arnrro vol RArlee
4-16d KR2x95TUD WIS
BOTTOM PLATE_J FiaOft 101Si,— —-- 7.Floor to floor hold-downs to be pronded every 48,and every l6'vnthm 4' PLATE__ srrlw Arnrio ua.Tl wiJL srw
BNJDJOISi.END JOLST.OR&OLMNG �FACf NAILED 2-16d KRFOOi of-tenor confer. 2w. W -T 19i. WNl KVIAOR M9TA36 YTO ME
PLOOR PRAMIN6 b 5111 Plate to FOundabon Anch to 51,11 be anchored to theM1C•DfR• 9Tw L9TAI APRYTO NTH JACR51w
___. _--___- -._._ - .-_- .. _ __ _---_ e. n. a cRPnEsn0.Tory 0rR Y
J05T TO SILL.TOP PLAtE.ORGrxDCR TOC NAKED _ 4 B0 4ai'NT _
.__ ._ _-_- fwndabon Wrath anchor bdb Kann amen bolt dlameterd 58 and x3
BRIDG NG TOJ05T TOE NAKED 2-0d EACHEND - __ WAlI tYJIDOQLM MCHOR ���
g � 'x sn ,vrtru)matmJSle saLMTe
-- - _----- _.___ I/8'washer.A mmlmum h one anchor bolt shall be a-.r wRhm a to 12
WOCKINGTO J06T � TOENMED 2-0d PACH END IST.M1OOR-UNOOL-001 MR MSTA96 ORR916a YrRN
_-- _ .-- _ - _ -_ inches of lath end of each plate.Anchor bdb shall have a mmlmum embedmerR wrtn s•seuAIxwAVRie
N.00KINGTO SILL OR T_O_P PLATE _ :TOE NAREO _3-6d _ EACH&OLK- -,.._- _-. _..-- d7 rehce m confr&d maeonry fcmd4cme.Anchor bolt9 ehall be L rated IerralrLonxcnunamlAtl¢rramlo¢Too rptrlvxvmvnerurtmenox:Iva
raduuea„cnaaam�xmeeruuminemx.TaemFaen2,rwan wvrlmw.,mc
LfOGCRS RIP TO BVM :fACC NAILED 3 16d GCH JD19T WlLhln 12 Incle9 Of cOrtler and at 3paarl9 ILOC CRCCedITlg 4 fCCt OII cont-'.
ElxmoJO6T ONLEOGERTO TOE NAKED __ 3-0d _ ___PfRJO6T
J015TTO5E15i-
BAND END NALPD 3-16d KRJOST
BAND J06T i05M110R tOP RAT[ TOE NAhfD 2-16d KRFOOT
ROOT SHEATHING
STRUCTURN.PANELS
-I RT5I-6•Ai PULL CDGE9
Bd --...... nvo. 6'OC-6'Ai PANEL EOGCS MD 12'AT
Bd 000
MTCRMEDWR5UPPoRISM TnE1_Lf .
rORR00F5 WHINGWRHIN4-0'OFTHCKGMETEREDGEOPTHE ROOP,INLLUDING4'-O'0N[ALH SIDE OF THE R00F PPAR.THC 4'-0'KWMrTm RApICiL0::n
NOfCHCO R.Vf[R
EDGE ZONE ATTALHMCM REOUIREMEM55HP31 BE USED. WOGf PlEipt
TOT MR
CGYE PLISUNMG..W.S.AH.LL.E.AB.O.H.A.RN.G .... . .. . . .
TP
D........ ............................9C..................... ----------------
W 9w O
WALL9 w
WALL 9HEATHING
................___.-_--._-_....__-__._-.._."__..._.._..-_v�nve.16.0'C-6•AT PPNCL COGCS ANO 12'Ai ?_
9iRUCTURAL PANELS Bd TTPNiLL WIX.0 TO RMffRSiRATNG MIGLRIOGf BWATO RMILR9TRAPPING TYRLAL RKIeRT0 WNL9Tw CQIISLTpN AlINWATNCRMfRT0 WNL91w COM¢OIIW
INTERM[DUTC 9UPPORT9 m THE PANRL FLLD
Bdmmt-16'OrL-6'AT PANEL EDGES AND I2'AT
R1T 1Frgq ATE SUPPORTS IN IHE PANEL FIOD
NBERBOARp PANEfS �r/16• 6d 3'tbGE/6'PIPID _ _
25/32` Bd 3•EDGE/6'FQw
GYPSUM WALLBOARD Sd COOLERS TfDGCl 10'(RLD
Bd _�-- ---16'0.'C-6'AT PANEL fOGCS Aw IYAT 2w.TIOOR WALL9Ml FalG 9TIx)9
HARCBOPP.O MTERYEDKT[SUPPORTS M TM1E PANEL FIDD
0d luifeinx loaf.l6'0•C-6'AT PANEL EDGES AND I2'A1 WOOD— WOOD JOBT 2ND.fL00RPUTC GRIPPIE STA
------- --- - ------- --- - INiffiafDIATC SUPPCRiS LN THE --
.__.-_-__.-_-_-. e1DLNNG JOCiT HANGR RIM BOAS
rLOOR 5HEATH ING GI
STRLIRURAL PALLS-I.----- - Bd 6_f0G[/12'T—- NtJOD GIRD[R Ro[PJHbOR TB TLW
19T fIOORWN191w
TONNUNG R[OURCMENi5 ARC D 9CD ONWALLSHEATHING NAILED G•O/G ATTHE PPNPLEDGE.IPV/P1L SHfAR11NG i5 NPllEO 3'0/C AT THC PANEL fDG!
IV 09TAINHISMMWPARWA ffIf5, NGREOUIRCMENTe FOR5TRUCTURALMfMBfR55HALLEED WV.ORALTERNATECONNE J0._NG OVL_GaI JCASTfRAM0fG N19H WIm 61RR¢nHOOt TYPIGLMNDCR CONNCIgN
WnbJ WAIL erfAT HIY;5 CONIINUOU5 OKR CONNECTED MCm9 .THC TAEDLxTCD NUMEEROP NAILD EHixt Be PCRMRTPOTO n nouCep TO
10
1 Gd NAIL PER FOOT.
- Tmrx MULTI-sTcw cawrahoras
WALL 9T110 MCf FL
AT, D,_9TNn
NAR9 A9 Ptt( 9-2Y4'WD9M1
WALL i
51w NWJUfALTUROt LORHCRM.
BOROIA PIAR ��.� 19T.rIWR WN151w
SVHNB
OOVBLt JOBT
19T.PLOORPIAR •
DUBFlllOR PUR
DOUBLE JOMT POR NON-BBWNGW ..EGARD WM JOIST M.
De 5LLMR
DOLINE SILLMR
DOIIBIC JOEfT roR UNDCRA SATHNB FOU Ti ANCHORBQT eurm CONBMIN.
PRDJm[I/2.9PAONGOF 3P MN. FOUNDATIONBemnxx meeuo siw waLM D TtR roR—INGNG re cox.
TfRMliC 5m5D M1OIDDOWN IN9TAIJAmON TO
Taw 1 a
OBL.9ILL TIAR9 MCtAl M1IX0.DONN/UPLftANCHOR
ROOVGUMJONB9) NDRVALL 'R'-
rouwAmaNwAIE ��' •,T'
snNRwNL wRNCR � r
5U_`E51OFOUNDATRxIANC`G x
CON5TRUCTION DLTAIL5 6 WIND LOAD PATH CONNEI71014 DETAILS `�' '� r •L
NOT TO 90AJE - u
ALL CONSTRUCTION SHALL
MEET THE REQUIR Y�K STATE.HE
OCCUPANCY OR
CODES OF NEVI �SE IS UNLAWFUL
WITHOUT CERTIFICATE
i{ 01C-�"CVUPANCY
I
RETAIN STORM WATER UNOFF
PURSUANT TO CHAPT 236 APPROVED AS NOTE
OF THE TOWN CODE.
I DATE: (o 6 ,.P.#i
1- qf
I pQ-0Po 5eo FEE: Qv -(X) ,Y. U 1��
f L NOTIFY BUILDING: N1ENT AT
1 �c I to 765-1802 8 AM TO A PIM FOR THE
Sc(1. �1 a�zcw FOLLOWING INS!'E`�TiGNS:
I 1. FOUNDATION - TV:0 REQUIRED
FOR. POURE*, CONCRt TE
2. ROUGH - FRAMING & PLUIMBING
t 3. INSULATION
Le -FR+3-g tt 4. FINAL - CCrv�TRUCT ON MUST
(L{� BE COMPLET:e .`. C,.O.
1 ALL COfJSTRUC''ON SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
I DESIGN OR CONSTRUCTION ERRORS.
COMPLY W!Tl-i ALL. COD S OF
! NEW YOE< STATE & TQ\Ml CODES
AS REQUIF ED AND CONDITIONS OF
SOUTHOLD TOWN ZBA -sp'F Nki
i SOUTHOLD TOWN PLANNING BOARD. a,P 5' DE�9,r�y
SOUTHOLD TOWN TRUSTEES
N.Y.S.-DEC rp. f : N
iui
�s
UNDRiTERSCERTIFICATE
� v C sus Ito
JOB \
BAY CREEK BUILDERS
D. W. Mcgahan SHEET NO. OF
P.O. BOX 602 CALCULATED BY DATE
CUTCHOGUE, NEW YORK 11935
(516) 734-6270 CHECKED BY DATE
SCALE
PROW 2U-1(Paddedll'EDGE)P000UCF7P7A-1(Paddedl7-EDGEi®0Inc,Gmtan,MLM01471.bGda PHONETOLLFREE1-80k2215.6W