HomeMy WebLinkAbout51288-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 51288 Date: 10/17/2024
Permission is hereby granted to:
Poppe Jr CJ&PA Revoc Trt
144 Glenlawn Ave
Sea Cliff, NY 11579
To.
construct accessory in-ground swimming pool as applied with flood permit. All pool equipment shall
be located at elevation 13 feet or higher.
Premises Located at:
282 N Sea Dr, Southold, NY 11971
SCTM# 54.-5-51
Pursuant to application dated 08/29/2024 and approved by the Building Inspector,
To expire on 10/17/2026.
Contractors:
Required Inspections:
FOOTING/REBAR, ELECTRICAL- ROUGH, ELECTRICAL- FINAL, DRAINAGE, FINAL,
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Flood Permit $150.00
Total S550.00
�� Building Inspector �a_
" ry e TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 iitt s://www.,so4thgldtowtin gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use OnlyD,
xg
PERMIT NO. Building Inspector:—A D I
-, G
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an BUILDINGDEPT.
Owner's Authorization form(Page 2)shall be completed. TOWN :)F S OUT1101 "
Date:
OWNER(S)OF PROPERTY:
Name: V& t" 1000
Project Address: F U�
Phone#: �✓7'76 '7�(� 1v .) ...Email:.... =t 1►n2.(I�.
Mailing Address: iiVA C tf lu ((
CONTACT PERSON:
Name: l Q
Mailing Address:
Phone#: k0 — DZI4 1p
Email: wthpaeom
DESIGN PROFESSIONAL INFORMATION:
Name. qy-C)A(
Mailing Address: I ('03 &116,01C mt , tjoki Wimace I-bo
Phone#: 5 �p _ qb
Email:
CONTRACTOR INFORMATION:
Name. n 0 QM,—ywxw
,
Mailing Address:
Phone#: �O31 1
_ Email: m
DESCRIPTION OF PROPOSED CONSTRUCTION
WrNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other 52Qd�
Will the lot be re-graded? ❑Yes Ao Will excess fill be removed from premises? ❑Yes Ire<
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
flcst&Ak,fc !
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
()„siko, , Cj this property? ❑Yes 1,2<o IF YES, PROVIDE A COPY.
0heck 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 B (print narne)- C%WA\ M c vjt Authorized Agent El Owner
Signature of Applicant ' " """" Date: 9 f)3/zo 2-
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No. 01BU6185050
SS Qualified In Suffolk County
COUNTY OF ) Commisslon Expires Aprll 14,2-0
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
1 J.- layof 20" `rno-^ --h &M()
Notary Public
PROPERTY OWNER AU iORIZA'TION
(Where the applicant is not the owner)
i � �Vglp
1, v.
j!Cj � ".�._. residing atI I
do hereby authorize ivWPO ' t" to apply on
my-7alf to the Town of Southold Building Department for approval as described herein.
Owner's S"gnatu a Date
Print Owner's Name
2
S.C.T.M. NO. DISTRICT: IOW SECTION:54 BLOCK:5 LOT(S):St
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LAND NIF OF L P LAND N/F OF
6179 SOUND AVENUE LLC L.P
L.P. MARTIN CURLEY
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7HE WATER SUPPLY, HU.%DRYNELLS AND CESSPOOL
LOCATIONS SNONN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA:15,000.00 SQ.FT. or 0.34 ACRES ELEVATION DATUM:
UNAU7HOR/2ED ALTERATION OR ADDITION TO 1MS SURVEY IS A WOLATION OF SECTION 7209 OF THE NEW MW STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEAgNG THE LAND SURVEYORS EMBOSSED SM SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR NNOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL A,GE)VCY AND LENDING INSTITUTION
LISTED HEREM AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR DIMENSIONS SHONN HEREON FROM TW PROPERTY LINES TO THE STRUCTURES ARE FOR A SP'ECIFTC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED R7 MONUMENT 7H£PROPERTY LINES OR R7 GUIDE THE ERECTION OF FENCE$ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMEN73. EASEMENTS
AND/OR SUBSURFACE SMUCR/RES RECORDED OR UIRECbROED ARE NOT GUARANTEED UNLESS PHYSICALLY EMDENT ON THE PREMISE'S AT THE 77ME OF SURVEY
SURVEY OF-DESCRIBED PROPERTY k CERTIFIED T0: PATRICIA POPPE;
MAP OF:
FILED: tl yy
gnInTED AT-SOUTHOLD
TOWN OF:SOUTHOLDn,
SUFFOLK COUNTY, NEW YORK
o" j Professional Land Surveying and Design
pIs" P.O. Box 153 Agaebogae, New York 11931
FILE f 224-96 SCALE:1"=20- DATE-AUG 5, 2024 Na N.Y.S LlS :�S PHONE(681)IM-15ee FAX(691)2 SO—16M
s" RCS
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
� r
Telephone (631) 765-1802 litIRK//wKww,soutlioldtQwna poy
Floodplain Development Permit Application
_ _
PROPERTY INFORMATION: Flood Zone: f FIRM Panel: SCTM#1000-
�_
Address:
City: � � ��....... Zip.._.����1 ......�...
CONTACT PERSON: Name: l Phone#�_.o 12 1-07A_(°
Mailing Address: � ler
PROJECT DESCRIPTION:
SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL=THAT APPLY)
Type of Structure Type of Structural Activity
ZrResidential (1 to 4 families) ❑ New structure
❑ Residential (more than 4 families) ❑ Demolition of existing structure
❑ Combined use ❑ Replacement of existing structure
❑ Non-residential ❑ Relocation of existing structure
❑ Elevated ❑ Addition to existing structure
❑ Flood proofed(attach certification) 0 Alteration to existing stnicture
❑ Manufactured Home 70ther: r
❑ Located on individual lot
❑ Located in manufactured home park
SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY)
❑ Clearing of trees, vegetation or debris El Mining Z Grading ❑ Drilling ❑ Dredging
❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material
❑ Drainage improvement (including culvert work) ❑ Roadway or bridge construction
Z-Fence or wall construction ❑ Watercourse alteration (attach description)
❑ Excavation (not related to a structured development) El"Other development not listed (specify):
0
By signing below I agree to the terms and conditions`of this permit and certify to the best of my knowledge the information contained
in this application is true antl accurate.;!,understand that,no work may,start,until a perml is issued The;pgrmit may be revoketl,if any
false statements are made herein.If,revoked,all work must cease until;permit is re-issued.Development s[all not be used or occupied
until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be°
required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections
to verify compliance,
Application Submitted By(print name):
Signature of Applicant: Date: lu
General notes:
1 . This standard pool structural plan must be accompanied by a clear plot plan
showing pool and or SPA shape, depth and distance to property line, slopes and General Notes
structures;
2. The Architect has not inspected the site and and is relying on information
provided by the contractor or owner to determine the adequacy of this standard
pool structural plan for the actual site conditions. Should site conditions vary from
that cover by this standard pool structural plan, it is the responsibility of the
EXISTING FIRST contractor or the owner to notify the Architect and obtain applicable special
FLOOR DECK engineering details prior to construction. Expansive soil details are valid only for -
�� 2 -011 stated equivalent fluid pressures and the Architect recommends that the owner or
contractor obtain a soils report;
3. The standard pool structural plan is not intended to be applicable to
non-structural items including but not limited to plumbing, electrical, fencing,
concrete decking and pool geometrics;
4. Decking construction is shown as recommended minimum construction and
does not demonstrate a system that will resist heaving due to soil expansion;
- - - - - - - - - - - - - - - - - 5. All construction shall comply with the IBC (current version) and local
ordinances;
O 6. Contractor or owner shall verify all field conditions and dimensions at the job
28'_O" co CA site;
7. Pool length, grade break locations and depth dimensions as noted on the plot
plan shall comply with PHTA suggested minimum standards for residential pools or
applicable state and local health departments regulations and manufacturers
PROPOSED POOL UP - recommendations;
8. In accordance with IBC (current version), a site specific soils investigation may
(� be required for projects located in seismic design categories D, E, or F;
9. Where freezing temperatures occur, the pool shall be winterized to prevent
damage to the pool structure, plumbing and pool equipment. Contact local
PROPOSED PATIO GUNITE APPLIED CONCRETE professionals for proper winterization procedures.
Electrical and Plumbing:
1 .All electrical shall be in conformance with the NEC;
0 2. In accordance with NEC, all metal within 5' horiz. of inside wall of pool and
M 12' vert. above water line must be bonded via equipotential bonding grid. Bonding
PROPOSED DRY WELL ' 12 -011 36'-0
" grid shall extend under paved walking surfaces 3' horiz. Beyond inside wall of pool.
40 op Concrete reinforcing tie wires shall be made tight for bonding purposes;
M I 3. Obtain electrical and plumbing permits;
-UP 61R @ 8" C:) C) 4. All equipment shall be installed per manufacturers recommendations and in
PROPOSED POOL accordance with local regulations;
00 d" 5. Pools shall be equipped with a filtering system and a drain;
N 6. Backwash shall be disposed of in an approved manner;
7. Pool/SPA water heater and gas piping installation to be in conformance with
02 02 the IBC;
8. Contractor is advised to refer to the IBC and ANSI/PHTA for proper installation
STEPS 14" COPING of the pool drain system;
_ 9. Where reinforcing steel is encapsulated with a nonconductive compound,
0 min provisions shall be made for an alternative means to eliminate voltage gradients
� 1_0" -1 that would otherwise be provided by bonded reinforcing steel.
CM f r IT L. P. Structural Notes:
1 .Soil shall have a minimum bearing value of 1500 psf. Concrete shall be placed
against undisturbed soil or building department approved 90% compact fill. This
_TT 77 plan is not suitable where potential exists for differential movement from
O dissimilar soil conditions under pool, such as cut-fill transitions;
2. All reinforcing steel shall be deformed bars and conform to ASTM A615 grade
40 for #5 bars. Splices to be lapped a minimum of 24". Minimum clearance
between parallel bars is 2 1/2";
NOTE: See survey map for exact position of dry well, pool equipment, pool fence and existing L. P. 3. The maximum spacing is #5 bars at 8" o.c.;
01 POOL LAYOUT PLAN 4. Grounding/bonding of the structural reinforcing must be installed prior to
SCALE. 1 /4" = 1 '0" placement of concrete;
5. Gunite to be in conformance with IBC and shall have a minimum compressive
strength of 2500 psi at 28 days. Where applicable, Gunite to be in conformance
with IBC durability requirements. Concrete that will be exposed to freezing and
� FINISH GRADE 14" COPING TILED PORTION 14" COPING thawing or deicing chemicals shall be air entrained in accordance with ACI 318 and
IBC. Concrete that will be subject to the following exposures shall conform to the
21-011 36'-011 31-011 corresponding maximum water-cementitious materials ratios and minimum specified
FINISH GRADE concrete compressive strength requirements of ACI 318 and IBC. Concrete intended
_PROPOSED PATIO to have low permeability where exposed to water, concrete exposed to freezing and
thawing in a moist condition or deicing chemicals, salt, salt water, brackish water,
t d t d
• ion, concre a expose o eking
seawa er or spray rom ese sources n a dit
chemicals shall conform to the limitations of IBC;
CD
/ ///////////////////// PROPOSED POOL #5 VERTICAL BARS 8 O.CL / 6. cement shall conform to IBC, ACI 318 and ASTM o 150;
�� 7. Gunite in contact with soil shall be in accordance with ACI 318 for concrete
�!i�/i�/ice/ice%,//\�//\�/ice/ice//\� //\�/\�/ 12 TILED PORTION P Y g
/ / / exposure to sulfate and as directed b local building official
\'�� \\ \ \ \\ j//j #5 HORIZONTAL BARS 8" O.C. (0 8 \\//\\/% 8. Keep concrete damp continuously for 14 days;
/ /� � / 9. All interior surfaces of pool shall be coated with a water-resistant surface;
/ /
\ � \ \ \ \ \ \ \ \ MARBLE p0 /\\\/\\/� M 10. Floor o walltransition radius may vary depending on contractor or owner
\// \/� \� \ \\/ design intent. Radius shall not be less than 1 -inch and shall not exceed 5-inch;
\ \\/\\/\\/\\/\\/\/\\/\ \x /\/\/ 11 . In areas with soil conditions subject to frost-heave, the following requirements No. Revision/Issue Date
//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ \/\ \/ //\� apply: A- in accordance with IBC the entire bottom of pool structure and or
% \ \ /\//%\//%\///\\//%//%//%//%//%///\\//%//%//%\///\\//%//%\///\\///\\//%//%\//%///\\//%///\\//%//%//%///\\//%///\\//%\///\\//%// ��- plumbing must extend below the frost line of the locality; B- alternatively, where
j\\/� GUNITE APPLIED damage to the pool structures, plumbing, adjacent structures and surface Firm Name and Address
CONCRETE improvements is a concern, self-draining granular backfill may be extended below Ec,
the frost-line with a means to preclude build-up of water.SECTION LONGITUDINAL Enclosures and safety devices 4-
TYPICAL -
02 y
SCALE 1 /4 ) = 1 '0" 1 . Prior to filling, the pool shall be completely enclosed by 4' min. high fencing 4`
and gates with no openings greater than 4". Gates to be self-closing and
self-latching with latch a min. of 4' high. Where this varies from local codes, a
4-0 MIN. the ,. 3n3T•� �p
OF local codes shall prevail; r
41
2. When required by the building official, barriers shall comply with IBC including
ELECTRICAL"J"BOX FIN.GRADE WATER LNE locally adopted amendments;
NOTES: 3. When required by the building official, entrapment avoidance shall comply with
8"ABOVE DECK,WATER pro' t Name and Address
LINE OR FLOOD LINE - INSTALL #8 COPPER GROUND IBC and ANSI/PHTA. Suction outlets shall be designed to produce circulation
14" COPING � WHICH EVER IS GREATER WIRE FROM LIGHT NICHE TO throughout the pool or spa. Single-outlet systems, such as automatic vacuum Standard Swimming pool
BRASS CONDUIT TO POOL cleaner systems, or other such multiple suction outlets whether isolated by valves
31-011 - � 8�-0�� 31-011 FINISH GRADE U or otherwise shall be provided with a cover that conforms to ASME, a 12-inch by Patricia Poppe
'/ '/ / / '/ Uj REBAR OR NON-METALLIC 12-inch drain grate or larger, or an approved channel drain system with the
X \�\��\\�\\�\\�\\/\\�\\ Z exception of surface skimmers. 282 North Sea Dr.
W CONDUIT CAN BE USED WITH In addition, when required by the building official, pool single or multiple Southold NY 11971
\ \
\\� n- outlet circulation systems shall be equipped with an atmospheric vacuum relief
. ° INSULATED #8 COPPER WI
RE
\//\//\//�' z INTERIOR W/APPROVED should grate covers located therein become missing or broken. Such vacuum relief SCTM: 1000-54-5-51
\x\\//\ POTTING COMPOUND PER systems shall include at least one approved or engineered method of the type
n /\\/\\/ �� // �. N E THE specified herein, as follows: 1 - safety vacuum release systems conforming to ASME
PROPOSED POOL d- 8 //\//\/ 12 TILED PORTION '\\ or 2- approved gravity drainage system. Drawing rtue:
N.E.C. PP g Y 9 Y 9
In addition, when required b the buildingofficial single or multiple um
\/\ #5 VERTICAL BARS 8" O.C. \ \\; \\ FIXTURE LENS - SWIMMING POOL LIGHTING q y g p pump PLAN, SECTIONS AND DETAILS
/\/\ '` //\// #8 COPPER GROUND WIRE circulation systems shall be provided with minimum of two suction outlets of the
MIN RECESSED LIGHT FIXTURES SHALL COMPLY WITH approved type. A minimum horizontal or vertical distance of 3 feet shall separate
\\ #5 HORIZONTAL BARS 8 O.C.o.c. /\\/\\/� MARBLE DUST FINISH \\ \\
\- : //\/ N.E.C.APPROVED CONDUIT r APPLICABLE UNDERWRITERS' e piped drawn through Project Sheet
\ \ \ _ \\ \\ / such outlets These suction outlets shall b so that water is
\ ,..>.. v •;..... ::.:;. / // // \//\//\� them simultaneously through a vacuum relief protected line to the pump or pumps. POPPE RESIDENCE
X/\ �\� /\� \ \ LABORATORIES REQUIREMENTS In addition, where provided vacuum or pressure cleaner fittings shall be
/ / FOR LIGHTING FIXTURES U.L. located in an accessible position at least 6 inches and not greater than 12 inches Date
GUNITE APPLIED \ \\ A 1
/ �\\/ CONCRETE STANDARD 676 below the minimum operational water level or as an attachment to the skimmer.
'\ \ \\'' Scale
03 TYPICAL SECTION TRANSVERSE 04 TYPICAL SECTION AT LIGHT FIXTURES AS NOTED
SCALE 1 /4" = 1 '0" NO SCALE