HomeMy WebLinkAbout49228-Z TOWN OF SOUTHOLD
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BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
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" 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#: 49228 Date: 5/11/2023
Permission is hereby granted to:
Braverman Steven
5700 Alvahs Ln
Cutcho ue, NY 11935
To: legalize "as built" finished basement to existing single-family dwelling as applied for.
Additional certification may be required.
At premises located at:
5700 Alvahs Ln, Cutcho ue
SCTM # 473889
Sec/Block/Lot# 101.-2-18.4
Pursuant to application dated 4/12/2023 and approved by the Building Inspector.
To expire on 11/9/2024.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $614.40
CO-ALTERATION TO DWELLING $50.00
Total: $664.40
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Top Hall Annex
ex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone 631 765-1802 Fax 631 765-9502 htt s"//www.southoldto° nn o
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
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PERMIT NO, Building Inspector-.. I AP
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Applications and forms must be filled out in their entlrety„Incomplete , �� Sllt" t t
applications will not be,accepted. Where the Appliearrt is notthe''0' an
Owner's Authorization form"(Page"2)shall be completed.
Date: 7 3
OWNER(S)OF PROPERTY:
Name: SCTM # 1000-
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Project Address:
Phone#: w '
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Mailing Address: �c)
CONTACT PERSON:
Name: S""w-
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:.
Phone#: Email:.
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
El New Structure ❑Addition VAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes PNo Will excess fill be removed from premises? ❑Yes �ANo
1
PROPERTY INFORMATION
Existing use of property: Intended use ofproperty: � `b 4
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Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes [9No IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): S+gju�,V\ v ❑Authorized Agent EZOwner
Signature of Applicant: Y ` Date: L,) �.
I
STATE OF NEW YORK)
S:
COUNTY OF , �
_ j being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(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/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith..
Sworn before me this
_:J�:day of �� 20 �
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N a Ps
TePACEY L. CWYER
PROPERTY OWNER AUTHORIZATION40TARY PUBLIC,STATE OF NEW YORK
NO.9t 1w6306900
(Where the applicant is not the owner) CU�,LIFIF0 IN SUMOLK COrftITY
1, residing at
_do hereby authorize— to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature
Date
Print Owner's Name
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m cl MECHANICAL (EXISTING) I I I w
—I 28'-6"X 12'-5"
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Notes:Exterior walls framed with 2x4 framing with pressure treated base plates. m •: r
!Nall dividing finished and unfinished sections framed with 2x6 framing.All walls `r '-10 15/161,
insulated with R-13 fiberglass insulation. - o I in I I
Ceiling height in finished area to be
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FAM I LY I I
z I ® 18'-9"X 12'-q" -`? `°�°�� B H
31-8,11 x
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I 19'-1 5/16" ®IT
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1111/161, 9'-115/16"
5' 13'-6" 26'-5" E .-
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BASEMENT FLOOR PLAN- SCALE: AS SHOWN
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APR 1 0 2023 } Ln
WOOD ACQ BLOCKING WITH CAULK
T SEAL AROUND WINDOW PERIMETER EX,STING 3005 WINDOW TO BE REPLACED BY
First Floor To Existing I EGRESS PROS INSVdING QUICK RELEASE
t 31 X42"OR EQUIVAI ENT OR LARGER TO
- REMOVABLE WEIGHT BEARING ---->--- .lv.--- -. --. -. .. .- t ---- --- ANY W000 FUR OUT OF ROUGH
__ ALUMINUM GRATE AND POLY ,y """"' "'"'" PROVIDE EMERGENCY MEANS OF EGRESS AS j OPENING ADJOINWG CONCRETEED
Existing Waste___- - __--- I - , COARVBEORANNAPTOELCYOCVAERRSON PER SEC.2020 IRC R31C.REOUIRMENTS FOR SHALL BE ACQ OR EQUAL AS PER 2020
Line \ 11+l 12" 4 AOTREEQUI`.�ALENT - - EGRESS WINDOW ARE ASFOdOWS: IRC R317AND R318
Exist.
EGRESS PROS STEEL 56'X36760'WINDOW p
1
WELL WITH STEEL ESCAPE LADDER IF ! - i 0
------{--� 1 Lav 1 I I OVER 44' € MIN. NET CLEAR OPCN'G=5.7 SQ rT r: r 5
u jn(GI I 1 MIN NET CLEAR OPEN'G HEIGHT=24" r t O
i INSTALL DRAINAGE ROCK BASE,TOPO
i MIN.NET CLEAR OPEN'G WIDTh=20'
I I Shower 1 OF GRAVEL BASE TO BE APPROX 8' :; : +�' MAX HEIGHT FROM INT.FLOOR=44" d
BELOW WINDOWSILL("P'P)
O
Basement ,
Poor
1-1/2" 2" CTION'2020
PROPOSED WINDOW WELL PER SP
SWING TYPE WILL BE INSWING SEE MIN IRC R310.EGRESS PROS WELL SYSMA.R p
WINDOW WELLS REQUIRED FOR EMERGENCY ESCAPEANDRESCUE SHALL SIZES ABOVE SIMILIAR)IF WINDOW WELL IS DEEPER THAN
INLET GRATING 31T MUST HAVE A FALL PREVENTION OR
Note:All supply lines to be 1/2"PEX HAVE HORIZONTAL DIMENSIONS THAT ALLOW THE DOOR OR WINDOW OF THE EMERGENCY ESCAPE AND GUARDRAIL AS PER IRC CODE R312
RESCUE OPENING TO BE FULLY OPENED.THE HORIZONTALDIMENSIONS OF THE WINDOW WELL SHALL
5ewag a PROVIDE A MINIMUM NET CLEAR AREA OF 9 SQUARE FEET 1VITH A MINIMUM HORIZONTAL PROJECTIONI DATE:
j Riser Diagram AND WIDTH OF 36 INCHES AS PER 2020 I.R.C.R310 2.
_._ .
A Scale: NTS Ejector `EXISTING FOUNDATION MUST BE SAW
CUT TO ACCOMMODATE NEW EGRESS:. 4/6/2023
WINDOW ALONG WITH NEW 2X6
HEADER OR 112"STEEL LINTEL
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WINDOW WELL DETAIL - B 1"= 1'-011 SCALE:
WINDOW WELL DETAIL - C 1"= 1'-0"
_.... ..... ... Ri=o a
Ric/ i N.T.S.
' SHEET:
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T� 47062
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