HomeMy WebLinkAbout50940-Z r ' TOWN OF SOUTHOLD
�0 '�r BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
r 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#: 50940 Date: 7/12/2024
Permission is hereby granted tow
Farino, Anthony
18 Ron Ct
Commack, NY 11725
To: legalize (3) "as built" HVAC units as applied for.
At premises located at:
515 Gin Ln, Southold
SCTM # 473889
Sec/Block/Lot# 88.4-5
Pursuant to application dated 5/22/2024 and approved by the Building Inspector,
To expire on 1/11/2026.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $500.00
CERTIFICATE OF OCCUPANCY $100.00
ELECTRIC $200.00
Total: $800.00
Building Inspector
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 https://www..goutholdtowLm Lm �. �o
Date Received
APPLICATION FOR BUILDING PERMIT
r ��
For Office Use Only 1
PERMIT NO. 5MO— Buildi ng Inspector: MAY 2 2 2
024
Applications and forms must be filled out in their entirety.Incomplete
applications will'not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)'shall be completed. ,
Date:5/16/24
OWNER(S)OF PROPERTY:
Name:Anthony Farino SCTM#1000-47388988.-4-5
Project Address:515 Ginn Lane
Phone#:516-805-8092 Email:
Mailing Address:18 Ron Court Commack NY 11725
CONTACT'PERSON:
Name:Anthony Farino
Mailing Address:18 Ron Court Commack NY 11725
Phone#:516-805-8092 Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address„
Phone#: :IKM:
ail:
CONTRACTOR INFORMATION:
Name:Robert Von Hagen
Mailing Address:278 Indian Head Road Kings Park NY 11725
Phone#:631-269-2700 Email:Kimberly Cuiffo
DESCRIPTION OF PROPOSED CONSTRUCTION
El New Structure rA �� ❑CAlteratlo ❑Repair ❑Demolition estimated Cost of Project:
❑Othe
Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No
1
{IN �
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ENO 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(prin name): ❑Authorized Agent ❑Owner
11,4
Signature of Applicant Date: bz (�
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK )
Robert Von Hagen 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
day of /"I v ,20� dr-11 I -
Notary Public
PROPERTY. IIR AUTHORIZAT101CAROL ANN STENSLAND
(Where the applicant is not the owner) Notary Public-State of New York
No.01 ST6070876
Qualified In Suffolk County
I, / ► i+ residing at / r Ayc�ommlssl�'03/1 IJ�6
do hereby authorizeR to apply on
e alf o the Town of Southold Building Department for approval as described he ein.
Owners Signat Signature Date
Print ner's Name
2
Electrical Inspector
00,6 f f0t "�. BUILDING DEPARTMENT-
"Kx "w<< TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
0
d Southold, New York 11971-0959
w ° Telephone (631) 765-1802 - FAX (631) 765-9502
amesh southoldtownn m ov - seand southoldtownn . ov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Au information Required) Date:
Company Name:
Electrician's Name:
License No.. 10 Elec. email:
Elec. Phone ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORM ION (All Information Re
T
Name: e1
Address:
Cross Street: e/V
Phone No.:
M
Bldg.Permit#: email. ZA
Tax Map District: 1000 Section: Block: Lot: rC
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Foota e:
Circle All That Apply:
Is job ready for inspection?: YES NO F-]Rough In Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service Size 1 Ph[—]3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect[-]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame FJ Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
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MOTEUR VENTIL, EXT. F.L.A, 0,7
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\ AGRICULTURAL EASEMENT AS SHOWN ON
MINOR SUBDIVISION PREPARED FOR KINGS �j
\ \ I BAY PARTNERS AMENDED OCT.15,27. 1986 (��//�'j.I
_ '(7
340 POQUATUCK LANE
340 Po uatuck Lane
TEST HOLE DATA G
_ DATEA/19/2023 Orient, New York
I _ TEST HOLE BY:
( •� '� —� McDONALD GEOSCIENCE
—. I EL:±12.8' 0.0'
_ I -DARK BROWN LOAM(OL)
'E _ _ _I — 0.5'
�O 111(I I I I I I I I 1111 I I 1111 11111 I IIIIII I I I I I I I I 111111 I I I I I I I l l l l l l l l l l l l l l l l l l l 11111 IIIIII I I I I I I 1111 I I I I I I 1111 11111 I l l t l l l I111 I I I I I I I I I I I I111 11111111111111111 I I I 1111 I I I I I I 1111 I I I 11111 11111 I I I I I I I I I I I I I I l l t I I I I l l l l l l l l I I I I I I I I I I I I I I 1111 I I I I! I —
-BROWN SILT(ML)
Cq
3.0'
-BRO
N FINE TO COARSE
\\\\\\\\\ Io SAND WWITH GRAVED(SW)
LU ,\\\\\\`\\` I W
Z _,\\\ z 8 OPALE BROWN FINE TO
r Q I H.E.G.W. MEDIUM SAND(SP)
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Io EL:+1 8 11-WATER IN PALE BROWN
�
FINE TO MEDIUM SAND SP
- ( ) mars all paefzel
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\\ ❑❑ � p 17.0'
COMMENTS: LANDSCAPE ARCHITECTURE
TS:GROUND WATER ENCOUNTERED
F-•. o 1/2i/ ;, Q I} AT 11.0'BELOW GRADE
''i ;',^ %' ' �/ I J PO Box 478
, '4iiz� c \ V \ ;; ? 5175 Route 48
O o LEGEND Mattituck,NY 11952
Q ,,/z //,� ^\ V^i , I axone: �631)3115-5000
�I /'''�ii, '� ----- g - I __ email: studioQmplastudio.com
' iii = PROPERTY LINE
_ I ARCHITECT:
I
TEST E I PROPOSED 4'HT.NYS POOL CODE Christopher Powers, RA
="'• - HOLE = COMPLIANT WIRE MESH FENCE
Powers Hancock Design
PO Box 400
I = PROPOSED = II1111111111111111111111 PROPOSED PROJECT LIMITING SILT South Jamesport, NY 11970
AREA OF DISTURBANCE= RESIDENCE - I FENCE Office: (631) 703-0800
40,000 SF FFE:15.26 =
(OR.91 ACRES) = I PD 1 PROPOSED POOL DRYWELL
= I \ �7 SURVEYOR:
Scalice Land Surveying
1 South Bay Avenue
o = Islip, NY 11751
Office: (631) 957-2400
I REGULATORY REQUIREMENTS:
-ALL CONSTRUCTION, MATERIALS, AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE
WITH ALL FEDERAL, NEW YORK STATE, SUFFOLK COUNTY, AND SOUTHOLD TOWN ZONING
AND BUILDING CODES, ORDINANCES, REGULATIONS, ETC. INCLUDING ANY RELEVANT
\ = PROPOSED TX T SPA ''�,, PROPOSED PROJECT ENVIRONMENTAL REGULATIONS.
`\\\�\7 )(SEE DETAIL 3+5 �, �LIMITING SILT FENCE, I
� ❑ % SEE DETAIL 2 -THE ITEMS DEPICTED IN THIS PERMIT DRAWING ARE INTENDED TO BE CONSTRUCTED
�\
\ ( I ONLY AFTER RECEIVING ALL REQUIRED PERMITS/APPROVALS AND SOLELY FOR THE
, PROPOMESHFE D +GATE
RE NYS POOL ODE I SPECIFIED OWNER AND AT THE PROJECT SITE LOCATION NOTED ON THE DRAWING.
COMPLIANT 4'HT.PROPOSED 8'W x 4'D % I -THE SCOPE OF WORK IN THE PLAN HAS BEEN DESIGNED IN ACCORDANCE TO THE 2020
POOL+SPA BACKWASH
DRYWELL
RESIDENTIAL CODE OF NYS.
� � '�,��
(SEE DETAIL 1) THE SWIMMING POOL SHALL BE COMPLETELY AND CONTINUOUSLY SURROUNDED BY A
PROPOSED 2"PVC PIPE
x—x—x—x- �,
� x
-------- BARRIER AS REQUIRED AND IN ACCORDANCE TO SECTION R326.4.
I TO POOL EQUIPMENT
., PROPOSED POOL I ❑ " %, I -THE CONTRACTOR IS RESPONSIBLE TO EXECUTE ALL WORK IN COMPLIANCE WITH THE
EQUIPMENT LOCATION� ! 1 SPECIFICATIONS AND RECOMMENDATIONS OF ALL RELEVANT REGULATORY AGENCIES ON-GRADE I /,�'''�,
AND CONSTRUCTION SHALL MEET ALL FEDERAL STATE AND LOCAL ZONING ORDINANCES,
T MASONRY PATIO I 1 REGULATIONS,CODES, LAWS, ETC. SITE DATA:
,y o -THE LANDSCAPE ARCHITECT I
SCTM#: 1000-027.00-03.00-004.003
Zoning District: R-80
THE INSPECTION, SUPERVISION,
w Q PROPOSED x ���'' OR ADMINISTRATION OF THIS CONSOTRUCTION PROJECT RESPONSIBLE T. T SHALL BE THE RESPONSIBILITY Lot Area: 248,329.53 SF (or 5.70 acres)
y'' x O 18'X 45' POOL I /�''�,
/ I a c� (SEE DETAIL 3+4) i ''% I OF THE CONTRACTOR TO ARRANGE FOR ALL INSPECTIONS REQUIRED.
PRECAST CONCRETE DOME ''111IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL, W z O POOL COPING NOTES:
G Q ELEVATION:13.75 x '
SDR 35 PVC INLET PIPE \ �i 2
x 1. Base map information based on survey
-SEE PLAN FOR PIPE SIZE
GRADE \ ,\610° c x x —�c�c x �c—�c x—mac—x—mac x—�c� -
prepared by Scalice Land Surveying,
'llllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII P OF DRYWELL IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIV
dated December 19, 2022.
MAX (SOEE PLAN OR ELEVATION) " ''/i,,��i, PROPOSED WELL 18 0 2. This drawing is for the purpose of
❑ ❑ ❑ ` A5q.1 '/Illllllllllllllli MAX. C.to C. obtaining permits only. NOT FOR
SDR 35 PVC OVERFLOW PIPE BACKFILL T-0"MINIMUM AROUND CONSTRUCTION.
-SEE PLAN FOR PIPE SIZE ❑ ❑ ❑ ❑ ❑ DRYWELL WITH 1 Y4'-1%2'MEDIUM N E o m
❑ ❑ El ❑ COARSE SAND/GRAVEL 3:LL Q 3. Unauthorized alteration of this plan is a
co_
❑ ❑ ❑ ❑ PRECAST CONCRETE STORM N f j��'f a� �` y ,�+^ W w violation of NYS Education Law.
SEE PLAN FOR DEPTH DRAIN RING I r' —� _
❑ ❑ ❑ ❑ ❑ REVISIONS
NOTES: o^
PERSPECTIVE VIEW DATE DESCRIPTION
❑ ❑ 0 ❑ ❑ L _ GEOTEXTILE
4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. N 9°�s'501,w tso.00• 252.70' TIED TO WIRE FENCING
❑ ❑ ❑ ❑ El
WIRE FENCE 2"x4"OPENINGS
25'-0"MAXIMUM DEPTH BELOW GRADE oo°� 48"FENCE POST
2-0 EXISTING COMPACTED SOIL 8' C.
2'-0"MINIMUM ABOVE GROUND WATER ` GRAD
O.
MIN SEE PLAN FOR WIDTH GEOTEXTILE
BE BURIED
GROUND WATER LINE—__ 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) TOIN GROUND,
NON-RATEABLE SOIL —
S SHOWN PE
6'-0" DRYWELL TO BE INSTALLED AS PER STATE AND
MIN LOCAL CODES
/ NOTE:SAND AND GRAVEL-RATEABLE SOIL 5„ M ACRE / 100 LINEAR FEET S e a /
CLEAN MEDIUM COARSE FILL J 2" MAXIMUM DRAINAGE AREA
RECAST CONCRETE DRYWELL � rM�N�o�� t
PROJECT LIMITING SILT FENCE O %n59to
Petas NT
Detail Not to Scale �
W CA
1su
-
yJdb
6"X 6"TILE FACING
WATER LINE �db�SON
#4 STEEL REINFORCED L
DEPTH <5'-0" >5'-0" `• e' a 3"
TITLE:
HORIZ. 10"O.C. 10"O.C.
VERT. 5"O.C. 5"O.C. J COVER BOX FOR 4 X 4 ALUMINUM ANGLE IRONy LAWN COVER BOX FOR LAWN
FLOOR 10"O.C. EACH o PATIO a —--- - WATERLINE - AUTOMATIC COVER LgA� ;a'p"' SECURED TO THE #', .({iiii it it i �l j t'��I!Xl�}/ WATER LINE AUTOMATIC COVER �, I�i,+q''
WAY w - --- -- ----- _— --- ------- ---- - - - - _ _— --- - - ep = H - _____ — -- - a POOL PERMIT
OF COVER BOX T -
• TOP OF BACK WALL !- - -—____----- - -- j
co TOPSOIL+
ao
(3)#4 BARS CONT. •a p �-„ ���is�� a„ a ----- - ��
BOND BEAM ALL 4• � M SHALLOW END � LANDSCAPING 7-0 SITE PLAN
AROUND TIES 10"O.C. SEE TYPICAL GUNITE SET BACK WALL OF SEE TYPICAL GUNITE
#4 BARS , POOL WALL SECTION
i POOL WALL SECTION °a
PNEUMATICALLY < MARBLE DUST FINISH DETAIL+STEEL - COVER BOX 1 2-"
DEEP END DETAIL+STEEL ° °
a SCHEDULE BELOW POOL BEAM - a
APPLIED CONCRETE SCHEDULE 4 a
RADIUS VARIES 6"TO 24"
THICKNESS OF WALL ON SHALLOW END BRACKETS FOR 24"
VARIES 6"TO 8"MIN. 25"AND UP ON DEEP END LID STONE SUPPORT Q
c SECURED TO BACK °
WALL OF COVER BOX d <
° PREPARE SUBGRADE 'SET BRACKETS ACCORDING ° ° O 1 O 2O
ACCORDING TO
.• .�. AS REQUIRED- ad
a 2'MIN.DEPTH TO COPING LAYOUT
GROUNDWATER PLAN 24"O.C.MIN, a ° d a 1�
SPACING ° SCALE 1 = 20 "
13'-6" •�12'-0" PREPARE SUBGRADE
AS REQUIRED DRAWN BY:
42'-0" C.EAST I
3 TYPICA AETZ
►L GUNITE POOL+ SPAWALL SECTION 4 POOL PROFILE SPA PROFILE C ECKEDBY: `�
DATE:2024.05.16
etas NTS Section
1/4"=1'-0" Detail 1/2'= 1'-0" REVISED. SHEET 1 OF 1