HomeMy WebLinkAbout48220-Z TOWN OF SOUTHOLD
r � BUILDING DEPARTMENT
° TOWN CLERK'S OFFICE
'a k 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#: 48220 Date: 8/26/2022
Permission is hereby granted to:
Gibinska Penka
215 Wild Cher Wa
Southold,NY 11971
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
215 Wild Cherry Way, Greenport
SCTM #473889
Sec/Block/Lot# 52.-3-28
Pursuant to application dated 7/11/2022 and approved by the Building Inspector.
To expire on 2/25/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $446.40
CO-ADDITION TO DWELLING $50.00
Total: $496.40
A —_
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
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Telephone (631) 765-1802 Fax(631)765-9502 jit ,)s://'wivw.su llio,Idto�N�lill,,Lg
Date Received
t I� I1 fiµ ' �q : Sl FOR BUll J Ilii: Ilii ' P' ° J �1�.
For Office Use Only
PERMIT NO. i^' Building Inspector:
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Applications and forms must be filled out in their entirety. Incomplete 4. i,•I' I� L.I:;
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: JULY 8 , 202Z
OWNER(S)OF PROPERTY:
Name:Nick Nikolov SCTM#1000-052-3-28
Project Address: 215 Wild Cherry J,.afre Southold, NY 11971-0959
Phone#: 631-833-4904 WAY IEmail: redrooster669@yahoo.com
Mailing Address: 215 Wild Cherry l x-t16 Southold, NY 11971-0959
CONTACT PERSON:
Name: John Sandgren
Mailing Address: 121 East Rogues Path Huntington Station, NY
Phone#: 631-766-1876 Email: 3andarch1 @aol,com
DESIGN PROFESSIONAL INFORMATION:
Name: John Sandgren
Mailing Address: 121 East Rogues Path Huntington Station, NY
Phone#: 631-766-1876 Email: jsandgren@ksarchitects.net
CONTRACTOR INFORMATION:
Name: MIMCFC. COt4-&-rVZUC.-r40t4
Mailing Address: F0. 130x ? v,4MP-G pp RT N*"Ir It 178
Phone#: 51(. 315 . $873 Email:.
DESCRIPTION OF PROPOSED CONSTRUCTION G � J�pRG�{ K� ��5 f CSI N�
❑New Structure *Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Pokct:
❑Other $
Will the lot be re-graded? ❑Yes 9 N Will excess fill be removed from premises? ❑Yes ii No
l
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Residential Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes RNo IF YES, PROVIDE A COPY.
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): John Sandgren 5RAuthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk
John Sandgren being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Agent
(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
, day of ��/{�� ,20 �a
Notary Public
LILLIANNA R KIEL
�'b, Ifi 1-1
Notary Public-State of NO.01 KI64242 New York
t""��m u�"' �"��,� i ��u,l�wam'u�����w � �m"1m�RI�'�" f� u�"�lu�i b7
�Where the alicant is not the owner Qualified in Suffolk County
pp ) My Commission Expires Oct 25, 2025
WAY
N I OV 215 Wild Cherry Lam Southold, NY
residing at
P
d�o hereby John Sandgren to apply on
"Myr`behalf to the Town f Southold Building Department for approval as described herein.
06-13-22
Owner's Signature Date
Nick Nikolov
Print Owner's Name
2
SLOPED ROOFING: GENERAL NOTES:
ALL SLOPED ROOF SURFACES TO RECEIVE 304 UNLESS OTHER WISE NOTED,GENERAL
FELT PAPER.ROOF SHINGLES SHALL BE"GAF CONDITIONS OF THE CONTRACT FOR / 'Z
TIMBERLINE"DIMENSIONAL ASPHALT,OR CONSTRUCTION,A.I.A.DOCUMENT-201 4/87
APPROVED EQUAL(MIN 30 YEAR WARRANTEE). SHALL APPLY. THE CONTRACTOR SHALL O Q
COLOR TO BE MATCH EXISTING RESIDENCE. OBTAIN CERTIFICATE OF OCCUPANCY. O 0
FLASHING: SUBSTITUTIONS SHALL NOT BE MADE
ALL VALLEYS TO RECEIVE 16 OZ.COPPER, WITHOUT WRITTEN AUTHORIZATION BY THE
EXTENDING AT LEAST 10"ONTO EACH ARCHITECT. THE PREMISES SHz
ALL BE KEPT ^O
ADJOINING SLOPED SURFACE.
SIDING: REASONABLY CLEAN AT ALL TIMES. AT THE
ALL NEW EXTERIOR WALL SIDING TO MATCH COMPLETION OF WORK,THE CONTRACTOR 0
PROPOSED ALTERATIONS FOR. EXiSTINGRESIDENCE. TOOLS,
TOOLS,RUBBISH,ETC.,CLEAN ALL GLASS AND H �
NYS ENERGY CONSERVATION CODE: LEAVE WORK BROOM SWEPT UNLESS
ALL WINDOWS SHALL HAVE AN INFILTRATION OTHERWISE SPECIFIED. THE CONTRACTOR
RATING OF 0.5 CFM PER FOOT OF OPERABLE SHALL CARRY WORKMAN'S COMPENSATION
SASH. ALL SWING TYPE AND SLIDING GLASS AND GENERAL LIABILITY INSURANCE. ALL Q
NIKOLOV DOORS SHALL HAVE AN INFILTRATION RATING w
MR*
MRS • OF 1.0 CFM PER SQUARE FOOT OF DOOR AREA. WORK SHALL COMPLY WITH STATE AND
ALL 14EATNG EQUIPMENT SHALL MEET A THE LOCAL CODES AND ORDINANCES. THE c
EFFICIENCY STANDARDS OF THE NEW YORK CONTRACTOR SHALL FULLY GUARANTEE HIS 0
STATE CODE. THERMOSTATS SHALL MEET A WORK AND THE WORK OF HIS a
MINIMUM REQUIRED RANGE OF 45-74 SUBCONTRACTORS FOR A PERIOD OF ONE 0 U
DEGREES. DOMESTIC HOT WATER SHALL BE YEAR AFTER COMPLETION OF THE PROJECT 0� �V
EQUIPPED WITH CONTROLS TO LIMIT HOT UNLESS OTHERWISE SPECIFIED. ALL WORK a Q
WATER TEMPERATURES TO 140 DEGREES SHALL BE PERFORMED IN ACCORDANCE WITH
FAHRENHEIT. ALL NEW CONSTRUCTION GOOD BUILDING PRACTICES. THE
SHALL CONFORM TO THE 2015 NEW YORK
STATE ENERGY CONSERVATION CONTRACTOR SHALL INDEMNIFY AND HOLD 5
HARMLESS THE OWNER,ARCHITECT,AND �+
CONSTRUCTION CODE.
THEIR AGENTS AND EMPLOYEES FROM AND N
AGAINST ALL CLAIMS,DAMAGES,LOSSES AND
T
- EXPENSES,INCLUDING ATTORNEYS FEES
LL ARISING OUT OF OR RESULTING FROM THE
_ PERFORMANCE OF THE WORK PROVIDED THAT
ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE
(A)IS ATTRIBUTABLE TO BODILY INJURY,
SICKNESS,DISEASE OR DEATH OR TO INJURY
TO OR DESTRUCTION OF TANGIBLE PROPERTY
___ (OTHER THAN THE WORK ITSELF)INCLUDING
- ` ' - _ = THE LOSS OF USE RESULTING THEREFROM.
- - (B)IS CAUSED IN WHOLE OR IN PART BY ANY
NEGLIGENT ACT OR OMISSION OF THE
_ _ [ _ CONTRACTOR,ANY SUBCONTRACTOR, F
ANYONE DIRECTLY OR INDIRECTLY p
H-H-
EMPLOYED BY ANY OF THEM,OR ANYONE FOR z
r- - R G°ARD ESS OF WHETHER OR NOT IT SE ACTS ANY OF THEM MAY BE LIABLE Z 0
O
CAUSED IN PART BY A PARTY INDEMNIFIED O
HEREUNDER. W
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- _ - ALL MATERIALS,ASSEMBLIES,AND METHODS
OF CONSTRUCTION INCLUDING BUT NOT
-- - LIMITED TO FORM-WORK,FRAMING,NAILING,
- --- 1 - =-
PLACING OF CONCRETE,ETC.ARE TO BE
CAREFULLY SUPERVISED BY THE
CONTRACTOR TO BE SURE THAT THEY ARE IN
ACCORDANCE WITH THE DRAWINGS, N
SPECIFICATIONS,APPLICABLE CODES AND
GOOD PRACTICE. DEVIATIONS FROM THE A o
DRAWINGS AND SPECIFICATIONS WILL NOT BE
PERMITTED WITHOUT WRITTEN
AUTHORIZATION OF ARCHITECT. THE
N_14°25' 00 145.0 CONTRACTOR SHAL BFE RESPONSIBLE OR
SHOP DRAWINGS DI BE NEEDED.
ALL DIMENSIONS AND CO
-------------------------------------------
WHICH
CONDITIONS ARE TO BE
I EXIsrINb I
FIELD VERIFIED.
O I SHS I
—
SITE WORK:
STAKEOUT IS TO BE PERFORMED BY A
LICENSED SURVEYOR. STAKING AND LAYOUT
ARE TO ESTABLISH ALL LINES AND
BENCHMARKS. VERIFY ALL GIVEN DATA ON
I I
exlsnNb Poa.
DRAWINGS. IN CASE OF DISCREPANCY,
RECEIVE CLARIFICATION FROM ARCHITECT
PRIOR TO PROCEEDING. EXCAVATE AND
BACKFILL FOR WORK INDICATED ON
I i
DRAWINGS. STOCKPILE TOPSOIL OBTAINED
FROM STRIPPING DRIVEWAY AND BUILDING
SITE. STOCKPILE ALL EXCAVATED MATERIAL.
NEW AND EXISTING BACKFILL MATERIAL AND
TOPSOIL ARE TO BE FREE OF WEEDS, TREE
ROOTS,ROCKS AND DEBRIS. ALL SURPLUS
MATERIAL THAT IS UNSUITABLE FOR
I I
BACKFILL MATERIAL SHALL BE REMOVED
FROM THE SITE. PROTECT ALL TREES WITHIN *' � •.,,, /
EIGHT FEET OF THE BUILDING. PROPER G� 0�
EXISTINS DECK APPROVALS MUST BE OBTAINED BEFORE
COVERING ANY EXCAVATED WORK.
CONCRETE: N o w
NO CONCRETE OR MASONRY WORK SHALL BE
DONE DUG TEMPERATURESF.AND FALLING. NO O CRETE°SHA L BGEREES or
F J
PLACED ON FROZEN SURFACES. NO ADDITIVES �br FP
SHALL BE ALLOWED WITHOUT WRITTEN
I 40' PERMISSION OF THE ARCHITECT. ALL
EXISTIM / bn CONCRETE IS TO BE j MIN.3,500 P.S.I.AT 28
RESIDENCE n
DAYS. PROVIDE ALL SLEEVES AND
FOUNDATION FOOTINGS ARE TO BE MIN. 12"
DEEP PROJECTING 6"ON EACH SIDE OF THE H 0
26' FOUNDATION WALL. PROVIDE THREE#5 U H
I I DEFORMED BARS CONTINUOUS IN THE w
NM EXTENSION ���` � I FOOTING AND A CONTINUOUS 2x4 KEY
F I OF PORCH
BETWEEN THE FOOTING AND FOUNDATION H
N WALL. REFER TO DRAWINGS FOR VERTICAL& U
w?w I i i i I HORIZONTAL REINFORCETVIENT OF CONCRETE
=n °" "--- Di I WALLS. ALL 6"THICK CONCRETE SLABS TO x
"-""-"""---"--
-------""--" HAVE 6 x 6 x 10/10 W.W.M.REINFORCING. Z
DRRIIVEWAYW0N I ANCHOR BOLTS IN CONCRETE SHALL BE HOT
LU .�ACTED DIPPED GALV.HOOKED 5/8"'. PROVIDE
amo I _ BITUMEN EXPANSION JOINTS BETWEEN SLABS [--+
O I EXISTINS I ® AND FOUNDATION WALLS.. U)
O I DRIVEWAY
TO REMAIN FRAMING AND ROUGH CARPENTRY: o
I I - JOISTS AND STUDS SHALL BE CONSTRUCTION
l n I I GRADE DOUGLAS FIR. ALL WOOD SILLS AND w 0 06
WOOD IN U) I I CONTACT BE
CQ TREATED. ESHEATHINGED. ALL EXTERIOR SHEATHING a/ ,n
+� SHALL BE 5/8"CDX DOUGLAS FIR PLYWOOD O w
I '
r I I UNLESS OTHERWISE NOTED. SUB-FLOORS TO
z I BE 3/4"CDX PLYWOOD SCREWED DOWN. 9
—+ -- ---- - -------------------- --- ------- EXTERIOR SHEATHING TO BE COVERED WITH
5 1425 00" JN 145.0 ___
30#FELT PAPER OR APPROVED EQUAL. ALL
NAILS,BOLTS,RODS,STRAPS,JOIST HANGERS,
AND OTHER FRAMING HARDWARE TO BE
HOT-DIPPED GALVANIZED. DOUBLE UP JOISTS
1N1 LD GHERRNr NAY AROUND ALL OPENINGS AND UNDER
L O �L- I PARTITIONS. BLOCK STUD ACLS AT 1/2
STORY HEIGHTS AND AT ALL,LUNSUPPORTED
EDGES OF PLYWOOD. PROVIDE SOLID
BLOCKING OR DIAGONAL BRACING OF FLOOR i3
SCALE 1 : 20 JOISTS AT 8'O.C.MAXIMUM AND SOLID A
BLOCKING UNDER ALL UNSUPPORTED EDGES r_1
OF PLYWOOD. ALL CAP PLATES TO BE w j
DOUBLED. LAP CAP PLATES,AT CORNER.
WHERE FLUSH FRAMING OCCURS,USE MIN.
Li RI INAL SURVEY PREPARED B Y. "SIM SHEET METAL JOIST HANGERS BY
O �`! � � "SIMPSON"OR APPROVED EQUAL, ALL
C9 Q `j s CORNERS TO BE MINIMUM 2/:2X UNLESS NOTED z
0
RODERICK VAN TUYL LICENSED LAND SURVEYORS a `' ON PLANS. BEAMINIMS SHALL BEARING FOR USESTUDS,
, � � --�' JOISTS AND BEAMS SHALL BIC 5 1/2". USE � A
GREENP O RT, NY. OCTOBER 1 S , 1979 �r GU�!�Ih IOtt� DOUBLE JACK STUDS FOR HEADERS OVER FIVE
rr ' �- , FEET N LENGTH. SHEET NUMBER_
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RELOCATEDTO BE RELOCATED BE REMOVEp N
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SCALE - 3/16" = 1'-0
" SCALE - 3/16" = 1'-O"
NOTE: ALL EXISTING
WINDOWS AND DOORS
TO REMAIN
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SCALE - 3/16" 1'-0
" SCALE - 3/1611 1'-0
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SHEET NUMBER:
EX- 1 .0
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DORMER ROOF PITCH n
TO MATCH SECOND FLOOR
_ �• � O III--o���111
Q DIMENSIONAL ASPHALT
(30 YEAR)ROOFING Zj
ON"ICE 4 WATER SHIELD'
TO MATCH EXISTING O O
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NEW SIDING TO MATCH SLICED WESTCHESTER rj L-1 ;n LATTICE ENCLOSURE
EXISTING RESIDENCE GRANITE STONE VENEER -- 1 LL ------
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(4)10"COLUMNS H
AS MARV.BY
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TO REMAIN W
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SCALE — 3/16" 1'-0
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NOTE: ALL UPLIFT CONNECTIONS WERE SPECIFIED USING �
PRESCRIPTIVE DESIGN CHAPTER 3 OF THE 2015 UJFCM, rs;
STEEL STRAPS SHALL BE "SIMPSON STRONG TIE". IF STRAP IS IN CONTACT WITH
Ile IMP60 I It CONNECTOR TYPICAL ROOF CONSTRUCTION CONTRETE USE G-185 GALVANIZED STRAPS.UPLIFT CONNECTORS SHALL BE
I I I I I�t o (SEE SECTION)
1 I a INSTALLED IN ACCORDANCE TO THESE DETAILS AND IN CONFORMANCE TO THE Q w
MODEL II5THD14" o a WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS
2015.UPLIFT CONNECTORS FOR THIS PROJECT ARE E"
00
DESIGNED IN CONFORMANCE TO 110 MPH (3-SECOND GUST)WIND SPEED.
"SIMPSON" CONNECTOR
MODEL (2) "H2" A 16" O.G. z
CEILING JOIST
(SEE SECTION) O
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TYPICAL WALL CONSTRUCTION
(SEE SECTION) SHEET NUMBER;
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- - - - - - - - - - - - - - - - - - - - - - - - - - I II ^
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EXISTING BASEMENT ON 2" RIGID INSULATION ON I i 0 I 2 2x12 RIDGE
6 MIL VAPOR BARRIER ON b" OF
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COMPACTED CRUSHED STONE ON
GLEAN, COMPACTED PILL
PITCH SLAB TO GARAGE DOORS
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PILL IN EXISTING BASEMENT I I I z
WINDOWS '
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EXISTING FOUNDATION � I i I N � I I 0 k
WALL I I 5
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NEW POURED IN PLACE GONG. WALL W/
2' WIDE X 1' DEEP CONC. FOOTING
FOOTING TO RECEIVE 3-05 CONTINUOUS
REBAR REINFORCEMENT.NEW WALL SHALL , ,��
> BE SECURED TO EXISTING WALL W/ 05
REBARS EMBEDDED NO LESS THAN SCALE - 1/4" = 1'-O"
6" IN EXISTING: WALL a 1'-0" O.G. VERTICAL
24"X24"XI2" FOOTING
W/04 BARS b" O.G.
BOTH WAYS
10"X10" GONG. PIER
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f I L - - - - - - - - - - 1211 mlb" O.C.
EXISTING ROOF I ° U �
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TO REMAIN a 2X10 0 " TYPE 'X' GYP. _ Wu v1
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WALLS t CEILING N Q 4 O 06
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SHEET NUMBER:
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