HomeMy WebLinkAbout51096-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
"N SOUTHOLD, NY
��' t✓�,Jea;wd,s.
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#: 51096 Date: 8/21/2024
Permission is hereby granted to:
Marratime Capital V..�.�.0............................... ,,. ..... _ ..._...__ ....... .. ..... ....
71 15th Ave
Sea Cliff, NY 11579
To: Construct an in-ground swimming pool accessory to an existing single-family dwelling
as applied for per Planning Department clearing conditions and approvals. Pool and
pool equipment require a minimum rear and side yard setback of 10 feet.
At premises located at:
1815 Laurel Ave, Southold
SCTM # 473889
Sec/Block/Lot # 56.-1-1.2
------------
Pursuant to application dated 7/3/2024 and approved by the Building Inspector.
To expire on ... 026.
.....2/20 2
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
..___.............................................__.-.............................................
Total: $400.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 6 :/� aur��tlt� 9aotrir:
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
I Building Inspector:
PERMIT N 0 e -,,,_,,,,
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:07/01/24
OWNER(S)OF PROPERTY:
Name:Marratime Capital V LLC 7TCTM # 1000-
Project Address:.`�2?115 Laurel Avenue, Southold, NY 11971 T
Phone#:631 603 9092 Email:dmarra02@gmail.com
Mailing Address:71 15th Avenue, Sea Cliff, NY 11579
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:AMP Build LLC
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
ANew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
El Other Inground Swimming Pool $80,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? *Yes El No
1
PROPERTY INFORMATION
Existing use of property:vacant(have dwelling permdto construct) Intended use of property:Single Family Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-80 Non-Conforming this property? *Yes ENo IF YES, PROVIDE A COPY.
8 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):AM P Architecture BAuthorized Agent ❑Owner
Signature of Applicant: Date: 07/01/24
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Brooke Epperson
being duly sworn, deposes and says th
at (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 t 20 c°r "". .. ..%' ,
Notary Puka
IARCEE AUFENANGER
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.01A00019644 PROPER r OWNER E UTI 10 i T1
Qualified in Suffolk County
-� ----
Co mission Expires January 9,2028 (Where the applicant is not the owner)
Constantino Marra residing at 71 15th Ave, Sea Cliff, NY
do hereby authorize AMP Architecture to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
" 1
07/01/24
Owner's Signature Date
Constantino Marra
Print Owner's Name
2
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits.Region 1
SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790
P:(631)444 0365 I F:(631)4440360
www.d ecny.gov
October 6, 2023
AMP Architecture PLLC
1075 Frankville Rd
Laurel, NY 11948
Re: Application ID 1-4738-00952/00005
Marratime Captial V LLC Project
705,751,2425 Laurel Ave, Southold, NY
SCTM# 1000-55-6-35,36
SCTM# 1000-56-1-1
Dear Applicant,
I have received your request to obtain a definitive determination regarding a clearing time
frame to protect the habitats of Northern long-eared bats for the development of the
subdivision.
Since the DEC has documented the summer occurrence of the Northern Long Eared Bat
(NLEB) (Myods septentrionalis),a species listed as "endangered" by both New York
State and the US Fish &Wildlife Service, within 3 miles of the project location. We have
determined that tree cutting at this location between March 1 and November 30 of any
calendar year may result in the"take"of these endangered/threatened species ortheir habitat
within the meaning of Environmental Conservation Law(ECL) §11-535.The term "take" is
defined in part as the direct killing or injury of individual members of a protected species,
interference with critical breeding, foraging, migratory or other essential behaviors, or the
adverse modification of the species' habitat The"take"of a species listed as endangered or
threatened is prohibited in the absence of a permit from this Department issued pursuant to
ECL§11-535. In order to avoid an Endangered Species "take," no tree cutting
activities must be conducted at the project site between the dates of March 1 and
November 30 of any calendar year. If you have questions about the presence of protected
species on or near your property, the potential effects of activities on these species or your
responsibilities as a landowner or project sponsor under the Endangered Species
Regulations please contact the Regional Wildlife Manager at(631) 444-0310.
B
Sincerely
4 Z, 4
Ma MacKinnon
Environmental Analyst 2
cc: AMP Architecture PLLC, Wildlife, File
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SPLIT RAIL FENCE BETWEEN LOT AND OPEN PARCEL;
EL.-2q.54' FENCE TO BE MAINTAINED BY SOUTHOLD TOWN W
N13°07'30"W 143.60' N14035110"W 31.6-T'
- _ _ _ _ _ - _ _ - _ EL.=25.84' /0 j •—
' - _ . - 50% AREA-OF LOT TO 'REMAIN AS_ _ . . _ _ . . . . . . _ _
i
- - - - - - - - - - - - PER- COVENANT- 4 RESTRICTIONS- - - - - ^j - - - - - - - - L.00AT I ON MAC' �
I MM
DATED 5TH. OF MARCH-2023 -� I W
5GALE: NT5
• I
-44A
I /� PROPOSED GUNITE + ��— 0O.00 PROJECT LOCATION & SCOPE Q •
_ ..
MIN. IN-GROUND SWIMMING _ h SITE PLAN & ZONING DATA
Y\ POOL
w PROP. POOL L'
Ln Q DRYWELL t-: 1 - PROPOSED LAYOUTS
L - - -L, Cis � O � 00
1 _ _ _ _ _ i i GENERAL NOTES
O0
J 0
O
� � .i PROP. STONE PATIOJ I _ _ O DESIGN DETAILS AND POOL SECTION
< 8" FROM GRADE; 1 - - -
SF i _ N
3 i ►� POOL EQUIPMENT
- I -
Q 4 H I GH POOL FENCE AS CL
p - . - . - - - - - - - - - - PER NY5 CODE; PROV.
O I - - - - - - - - - - - - - SELF-LATCHING
PROF. 1Iw-
O BURIED ,
SELF-CLOSING GATE I , 2b.3' w < T DATA •
N _ _ - - _ - -
PROPANE
i I�--��---�------ ----------- LU
� I I p v
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POOL FENCE APPROX.-� PROJECT / ZONING DATA
4'70 LINEAR FEET - - - - - I _ _ _ _ _ i OL 1L
O X TAX MAP # 1000-56-01-01.2
ZONING DISTRICT R-50 NON-CONFORMING
LOT AREA 0.5 ACRES
PROPOSED 2-5TORY WD. _
PROP.j FRAME DWELLING NOT PART OF i
LOT CLEARING - 50% MAX. AS PER SOUTHOLD TOWN
- . ' _ _ . . D.w. TH 1 S FILING _ - ' . I BOARD PLANNING APPROVAL
�- - - - - _ Q _ LOT 51ZE 35054.0 S.F. z
______ ! 50% OF LOT REOU I RED TO REMAIN I7,527.0 S.F. o
U
! 1
_ - AREA OF PROPOSED CLEARING 1.7,404.0 S.F.
I
I
PROP. STONE WALKWAY - - - -
TOTAL AREA OF LOT TO REMAIN 17,650.0 S.F.
- - - - - - _ I I I _ _ _
I � I LOT COVERAGE
SOUTHOLD TOWN CODE 250-14 (5) PROJECT:
- - - - - - - I I PROP.I i0 I"PROP. - - - - - i DESCRIPTION (FOOTPRINT) AREA, � LOT
I , D.W. , ; � D.w. LA U R E L AV E N U E
_ . _ I I � ♦ � � /� � ���� COVERAGE
-- -
_ - - - - - - - - - - - - - - TOTAL LOT AREA 55,054.0 S.F.
LOT 4
�� ASPHALT _ _ _ _ _ _ _ - I LU PROPOSED DWELLING 3287.0 S.F. �1.490
Iv
PROP05ED INGROUND POOL 500.0 S.F. 2.5%
. _ I i> . . _ . _ _ . . _ _ _ .. _ . . N 1815 LAUREL AVENUE
10) Iw h - h - - - 4 PROPOSED FRONT COVERED 257.2 S.F. 0.79b SOUTHOLD, N.Y. 11971
PORCH
(X `� PROP05ED REAR COVERED
I PORCH
255.0 S.F. O 7Y
I-► I - - - - - - - - - - - -tu
DRAWING TITLE:
i - - I� I 1 PROP. IA OWTS - I TOTAL AREA OF ALL STRUCTURES 457q.2 S.F. 15.1
- _ _ - - - - µ - - MAXIMUM LOT COVERAGE ALLOWED: 2090 PROJECT LOCATION &SCOPE
Ia _ _ _ _ _ _ _ _ _ _ . _ SITE PLAN & ZONING DATA
AGGESSORY STRUCTURE REQUIREMENTS
513°0�'30"E i-� � — — — — — — — — — ° '10"E146.16' 514 EL._
2438 � PROP05ED COMPLIES
EL.=25.85/
PAGE:
MINIMUM SIDE YARD 10.0' 44.9' YE5
A *% Om00%
MINIMUM REAR YARD 10.0' 28b' YES
G P— u
MAX. SQUARE FOOTAGE 1200 500.0 S.F. YES
S.F.
---------------------------
EXISTING WATER MAIN
517E PLAN HATCH KEY: DATE: 07/01/24 1 OF 2
L //�� I \ / E �
A U R E L A V I V, U E PROPOSED BUILDING ADDITION
51TE LAYOUT NOTES:
I. THIS 15 AN ARCHITECT'S SITE PLAN t 15
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION
REPRESENTED ON TH15 517E PLAN 15 TO THE
ARCHITECT'S BEST OF KNOWLEDGE.
2. INFORMATION WAS OBTAINED FROM
SURVEY DATED NOVEMBER 6, 2025 AND
A ✓�'�IU� PREPARED BY:
LL=
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I L)
I I 7L
ll I `� ,r
G /� YOUNG ASSOCIATES '
J I T L.l ZN 400 OSTRANDER AVENUE
RIVERHEAD, N.Y. 11101
f
,- FOUNDATION. CONCRETE. AND MASONRY
NOTES $ Si=EOIFIOATION� I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CLIMATIC C�EOGRAPHIG DESIGN CRITERIA
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 41'-5"
TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR rO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
GROUND SNOW LOAD 25 LBS 0-
2. ALL FOCTIN05 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 40'-0" Q #f
GENERAL 3 SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BASIC WIND SPEED 15O MPH 0 i
I. NO W .WORK TO START UNTIL APPROVED 'PLANS ARE OBTAINED FROM THE W
APPLICABLE BUILDING DEPARTMENT. EXPOSURE GATE60RY B " ' W CD
4. FOOTINGS TO REST A MIN. OF 4-O' BELOW GRADE, UNLESS � • J
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED (y)
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5EI5MIG DE516N CATEGORY B
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ✓• WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. O L()
3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
WEATHERING SEVERE 0
AND AUTHORITIES HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING 15 IN PLACE. _ -0
3'-O" •� �- �
'1. FOOTINGS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWIN6 FROST LINE DEPTH a,5. i
4. ALL UNNOTED OR NON-VI5IBLE EASEMENTS ARE THE RESPON51811..ITY Z O
OF THE OWNER/BUILDER TERMITE MODERATE TO HEAVY O •� IN Y
b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED
5. ANY OMIS51ONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. r- U
X N
SHALL BE CLARIFIED WITH THE ARGHITECT/ENOINEER BEFORE PROCEEDING ICE BARRIER REQUIRED YES O
ANCHOR BOLTS SHALL BE IN ACCORDANCE W O 0
WITH PAGE 6-003. O •-
WITH THE WORK. q. 0 co z C9
10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2a 4-J 4-1 �
(b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.5.1., U.O.N. N C N O cu
UNLESS APPROVED BY THE ARGHITEGT/E'.NGINEER. Q O d � (5'T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS b GONG. SLABS REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH
MIL. POLYETHYLENE VAPOR BARRIER UNDER
BEFORE THE START OF FRAMING 6
GLEAN
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EARTH
COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �,�IOI f COMPACTED p '
EARTH cV �
q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
(I) WALL TIE PER (3) SQ. FT.
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS,
CERTIFICATES, CERT. OF OCCUPANCY OR: COMPLETION AND U.L. APPROVAL MAX.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
M 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT 1NRITTEN 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. �J
PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH &RAVE. m I
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES P. GONG. STEPS U -
RESPON5IBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/EN6INEER. NO n
CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 1-I I-I (D
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGUFANGY. I A-101 - A-101 +J
17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 9 ' O
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. '� •
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL la. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN C1-A55 AND LEAVE WORK BROOM GLEAN. WHERE EVER APPLICABLE.
15. THE CONTRACTOR SHALL CARRY WOR:KMAN'5 COMPENSATION AND GENERAL Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A V
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. L-
AND ORDINANCES. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING.
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF /1
THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEA57 ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED V J
COMPLETION OF PROJECT. AS IN SOLID t SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x a" `
DEEP 8 3'-0" BELOW GRADE. i RCFOSF-l7 POOL STRUCTURE w
1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, Q
ARCHITEGT/EN&INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 5WIMMIN6 POOL d HOT TUB SCALE: I/4" = I'-O"
AOAIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 1. IN-GROUND POOLS SHALL BE DESI6NED AND CONSTRUCTED IN CONFORMANCE
ATTORNEYS FEES ARISING OUT OF OR REESULTIN6 FROM THE PERFORMANCE OF WITH AN51AP5P/IGC 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) INOROUND 5WIMMIN6 POOLS, 2011)
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO
INJURY TO OR DESTRUCTION OF TAN6IBL.E PROPERTY (OTHER THAN THE WORK 2. PERMANENTLY INSTALLED SPAS AND HOT TUB5 SHALL BE DESIGNED AND
ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM), (5) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH ANSIAP51FACG b (AMERIGAN NATIONAL
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2013)
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 3. AN OUTDOOR 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION
PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE
WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. 42'-0"
Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN6 4. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR BARRIER COMPLYING WITH SECTIONS R326.4.2.I THROUGH R326.4.2.6 OF THE 40'-O"
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 2020 NYS RESIDENTIAL CODE.
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. BARRIERS,BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS
AUTHORIZATION OF THE ARGHITECT/EN&I'NEER. SHALL COMPLY WITH SECTIONS R326.4.2.1 THROU6H R326.13 OF THE 2020 NYE,
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 RESIDENTIAL CODE.
NEEDED, UNLESS OTHERWISE SPECIFIED. ,ALL DIMENSIONS AND CONDITIONS SITE WORK I'-O" STONE COPING
PERTAINING ARE TO BE FIELD VERIFIED. 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR
20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXI5TIN6 WORK
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY,
RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TOTO PR PROGEEDIN6. I
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65.
SPECIFICATIONS, UNLESS NOTED OTHERWISE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. SITE. STOCKPILE ALL EXCAVATED MATERIALS.
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTJRAL WORKS FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
COPYR16HT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES.
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING Q. iI w
Quu11 PROPOSED X
u1 1NGROUN12 POOL O _
Q a00 5.F.
F-
O 0 O w
I °
POOL TO BE UN
I
STONE GAP
(4) #4 HORIZONTAL
BEAM BARS
in w
/�l-N�l
0
\\ I A-101 I A-101
DN. PROJECT:
\\/ ALTERNATE SUPPORT VERTICAL #3 BENCH BOND BEAM BARS EXTRA
LAUREL AVENUE
LOT 4
VERTICAL BARS #
/\\/\\/ ALTERNATE 3 AND 4 FOOL
O.G. 5FT - qFT AREA POOL NOTES: AN NOTE:PL 1815 LAUREL AVENUE
SEE SECTION I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXISTING
h \\ \\ \ d PLANS FOR 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF SOUTHOLD, N.Y. 11971
DEPTHS 3. PROVIDE AUTOMATIC COVER PERIMETER FENCING TO HAVE ALARMS
DRAWING TITLE:
HORIZONTAL BARS tu
PROPOSED INOROUN17 POOL LAYOUT
PROPOSED LAYOUTS
#3 ® I2" CENTERS } PROPOSED SECTION
50ALE: 1/4" = 1'-O"
j\
X/ PROPOSED CONST. DETAIL
THICK WALLS
" BROWN COAT PAGE:
PLASTER FINISH 401
-011 000- TOP OF POOL WALL051
\ \ \ \ TOP OF POOL WALL ---- ------�� ELEV. O.O'
GRADE
`UNDISTURBED \/\/\/ o /\\/\\/\\ DATE: 07/01/24 2 OF 2
EARTH /// /\\/
b" THICK FLOOR SECTION \\ \\ \\ SHALLOW POOL FLOOR .s
16Y SLOPE;55% ; .
FLOOR #3 BARS 12 O.G. / // // // MAX. ALLOWED : •.. ... // // // // ELEV.
XXXX Ix:
\\\\\ i\\%\\%\\% \\ \\ \ \\�\\ \\ \\�\\�
POOL DEEP END FLOOR------- / // � �/ \/ / \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// COMPACTED/UNnE,TURBED EARTH
ELEV.
Itt/
TO /
\ //\\ // \// / /
\\ \ \ \/\ \ \ \\ \\ \ \ \ /\/\// / /
i�fi�Oi�OS I7 I7ETA I L I/OF-1 O 1 FROFOSED SEOT I ON 1 -1/A-1 O I w
50ALE: 5/4" = I'-O" SCALE: I/4 - I O -
-