HomeMy WebLinkAbout51831-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#: 51831 Date: 04/15/2025
Permission is hereby granted to:
Carmella Limongelli
4860 Rocky Pt Rd
East Marion, NY 11939
To:
construct accessory in-ground swimming pool as applied for. Pool equipment must be located in the
rear yard with minimum 15' side and rear yard setbacks.
Premises Located at:
4860 Rocky Point Rd, East Marion, NY 11939
SCTM#21.-3-23
Pursuant to application dated 02/10/2025 and approved by the Building Inspector.
To expire on 04/15/2027.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total 400.00
�_ i ding Inspector
�ula� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
w�
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 l tt s:// ww .southoldtowR
Date Received
APPLICATIONI
l J tl {;
For Office Use Only
I a
PERMIT NO. Building Inspector: .. w� � r 2 ��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:O I a a�
OWNER(S)OF PROPERTY:
Name: CCiCvrO 1 cA- L nn O OCk&A d SCTM# 1000-
Project Address: l- mar d f-,)
Phone#: "" (�y Email:
Mailing Address: i \
CONTACT PERSON:
Name: fV-) 0 bo �
Mailing Address: pO &Zy, i3C) 1 ,�`�
Phone#;u 1 :lag :2�7O C.A Email; 3CA n Q vYN, ,, 0C C. ( o
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:.
Phone#: Email:
CONTRACTOR INFORMATION:
Name: 0�-�- M PC) 0\S
Mailing Address:
Phone#: —7-7 Email: v ` 2ICw O M
r" w
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
'E�Uther5W i f'Y)Y-0 o ( $ qD ODO
Will the lot be re-graded? ❑Yespo Will excess fill be removed from premises? Wes El No
1
PROPERTY INFORMATION
Existing use of property: ✓I ' a l Intended use of property: kS) La
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ONO 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): . V A, ^Authorized Agent ❑Owner
Signature of Applicant: Date: 2_,j41 'P',
STATE OF NEW YORK)
COUNTY OF I
U® mo0 l Uc being duly sworn, deposes and says that (s)he is the applicant
(Name of individual sin g contract) above named,
(S)he is the ;
OQ,�A
(Contractor, nt, 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��
0-J41)LAL
Notary Public
LIMBS TH A KCIC-HN
�� III' � � I " I1 F�q ICs� Ijl of K
No.01 i�OW �
(Where the applicant is not the owner) califled Expires ftilk 1 ` y
�7Yrkmission
n
I, r 0 1 residing at RoNA 90))
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature liate
Print Owner's Name
2
NYSIF
New York State Insurance Fund PO Box 66699.Albany,NY 12206
1 nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED)
%AAAAA 455296491
MALONEY&MALONEY,A DIV OF
VRP INSURANCE AGENCY
108 W MONTAUK HIGHWAY
HAMPTON BAYS NY 11946 SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
M&M POOLS LLC TOWN OF SOUTHOLD
PO BOX 1302 BUILDING DEPT
HAMPTON BAYS NY 11946 54375 ROUTE 25
SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
12100 482-5 681813 05/06/2024 TO 05/06/2025 1/28/2025
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 2100 482-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION Of CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WESSITE AT S:f .NYSIF.COMfCERT/CERTVAI_.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY.
THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT
OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN
WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE
EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN
CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STAT SU NCE FUND
�/
DIRECTOR,IN URANCE FUND UNDERWRITING
VALIDATION NUMBER:953343654
25
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36'-0" ��4eff6� Au DIMENSIONS
ARE TO BE FlEID VERIFIED
I I n �( 4a80T M�ARIOON. N POINT ROAD1� TO WASTE (�
I ILTER COUNTY OF SUFFOLX
-----�- ---- I �3 STATE OF NEW YORK
SUCTION HAIR & LINT
r---------L---------- SKIMMER STRAINER
EATS PUMP LI M ON GELLI
AUTO SKIMMER RESIDENCE
E�l I `
----� LIGHT
PUMP Y , BACK TO POOL N Oruwmg.51»aleoofts and
On d=W w 5 - aiw.n cm
POOL the mW anpwggMg6 P.C.MW of�to a
y , , - pm odr du+n�P•et to ud.
/\/Y�/1 36 X 16 6'-0�� �j DUAL MAIN DRAIN WITH or P'°�ad'volmd°"°��°ei aapNd
FILTER I (8'-0") IN—GROUND (3'-6") HYDROSTATIC VALVE AND �' °nq'"wb'a
.� GUNITE POOL � COLLECTION TUBE IN GRAVEL BASE m
I
I
HEATER SUN SHELF SCHEMATIC PIPING ARRANGEMENT
I L-----r--- -----i---------------� RETURN & STEPS
N. .
I NON-SLIP
_____� DESIGN
L------------ ------ - DUAL MAIN DRAIN
4' X 2' WITH STRAINER POOL NOTES:
SWIM-OUT (VGB SAFETY ACT
BENCH APPROVED DRAINS) 1. POOL AND PROPERTY TO CONFORM TO NYS 2020 UNIFORM CODE SUPPLEMENT SECTION R326
2.POOL SHALL CONFORM TO ANSI/ NSPI STANDARDS R326.3.1.
POOL PLAN 3.SECTION R326.7 POOL ALARM REQUIRED. 2-4-2'
AS
a" -O" 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5.
5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.5. AS
36'-0" 6.POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: (�aiao�is
POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY), 1924 Bdman Avwwe
BdnomNwYark11710
FDIMNG
WATER LINE
� � SECTIQN R403.10.1 HEATERS Phone(sla)7as-4zaoING POOL USE OF SECTION R403.10.2 TIME SWITCHESFme (a1a)7e'5-914a
p EQUIPMENT IS3ITED 1 SECTION R403.10.3 COVERS `
SLOG NEW YO
7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH 40% SILT, GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF THE ^� 4
EXCAVATION. IF GROUND WATER EXISTS WITHIN 6' BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. WATT0-31
m
DISPOSAL IS LIMITED TO OWNER'S PROPERTY. ""°
POOL LONGITUDINAL SECTION E_
8.NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6' OF DEEP END.
9.THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,000 PSI 0 28 DAYS. DRA1Af10
GENERAL NOTES,
16'-0" 10. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. POOL PLAN,
CROSS SECTIONS,
11. REBAR SHALL BE 2' MIN. CLEAR TO EARTH. PIPING SCHEMATIC,
12. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING WEATHER. PUMP CAPACITY & POOL DETAILS
— —w�T�uNE— BE SUFFICIENT TO EMPTY POOL IN 24 HOURS.
13. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONIN
oI REQUIREMENTS.
� 00 14. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BARKER (VGB) POOL AND SPA SAFETY ACT. PROPOSED IN-GROUND POOL POOL
15. THE SWIMMING POOL HAS NOT BEEN DESIGNED FOR USE WITH DIVING EQUIPMENT, FOR DECK LEVEL DIVING BOARD REFER
ANSI/ APSP/ ICC-5 2011 REQUIREMENTS FOR MINIMUM POOL DEPTH AND INTERIOR POOL DIMENSIONS.
a
POOL CROSS SECTION 16. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL
1.,=,� -O» 17. SLOPE PATIO SURFACE 9' PER FOOT AWAY FROM POOL AQ—
ALL DIMENSIONS
ARE TO BE FIELD VERIFIED
10' Minimum Length of Non
EMENT MORTAR JOINT Metallic Conduit with 8 insulatedROCKY4" 12' STANDARD copper wire as per NEC EAST MARIO PANT ROAD
12' Min COPING FaSr MARION, NY 11939
Brass Electric Pull COUNTY OF SUFFOLK
COPING Boxes 6' Above Water #8 GROUND STATE OF NEW YORK
2-#4 BARS 4' 12' WIRE TO STEEL
,-TILE 2—#4 BARS o LI M ON GELLI
N BORDER 6 RESIDENCE
BENT BOND M J2' BRA iv
BEAM AROUND 171 4" MI
PLASTER NITCH #4 BARS O RECESSED
ip 12' O.C. ` LIGHT AI Dmwbg%Sp'd"°°A°"•and
PLAN BOTH WAYS tlein ode '�afar AM we
3' SECTION `io loow Only¢.H�G�t m thin
SKIMMER NITCH DETAIL p cv+•d
Typical Light Box Detail eipYi'`'9
Coping N.T.S. 1:
N.T.S.
N.T.S.
COPING
6x6 Frostproof Veneer Varies -Vary Thickness of
COPING Raised Pool Wall To Allow For 1.N THIS POOL SHAH BE CONSTRUCTED IN COMPLIANCE MATH CHAPTER A OF THE
COPING Tile Thickness Of Veneer Plus 6' z fiPo%R16U& TTLEWs +EtTM �PAVED
SURFACE EXTENDING X FROM EDGE OF POOL 1N1H CMH EQUBOND MAY KIT OR
Number of EQUAL.
2—#4 BARS 6x6 FROST Steps as WATER LINE O O POOL SHALL BE DESIGNED AND CONSTRUCTED INCONFORMANLE WITH THE 2020
P INTERNATIONAL SUMMING POOL AND SPA CODE
SNAMOUT PROOF TILE BARS needed t0 46 PLAN SHALL CONFORM To APPENDIX G OF THE NEW YORK'CITY SULDING CODE
suit pool 6'x6' FROST PROOF a u NOTES
depth I TiLE OR MOSAIC 1. ADDITIONAL HYDROSTATIC RELIEF PLUGS SHALL BE INSTALLED AT POOL
#4 Bars O 9 ''' PATTERN BORDER cmmACTTR's dscREno N. THE NUMBER AND L.ocAnoN OF Ra1FF PLUMS
12" OC See Pool Pla SHALL BE DETERMINED FROM ACTUAL GROUND WATER CONDITIONS FOUND
for length of Anti Vortex HxjS ExM-TS N.
001 steps Anti Entrapment z CONCIiETE PALL SHALL BE 3,500 Pd(211 Days)
RADIUS VARIES P p P ALL THICKNESS 3. CONCRETE MIX 94ALL BE A 4-]� SAND To CEMENT RATIO BY VOLUME
SEE SCHEDULE Main Drain Cover TO BE CHANGED , IE SHALL BE PNEUMA71CAlY PLACEAGAINST NATURAL UNDISTURBED
#4 Bars ® UNIFORMLY 4. OMER SHALL PROVIDE THE FCIlOMNG:
12" OC MAIN DRAIN a. APPROXIMATE B T THE POOL
4 Bars � 12 OC b. s4'FENCE AROUND THE
POOL AREA PER L'00E GATES SHALL BE SELF
VGBA COMPLIANT Horizontal and LOOKING&93F LATCHINGFOR SEVEN '�N01ED
T ical Section At Shallow End Vertical d A��1RC°"AN HATCRETE TPPOOL�uat S WIILLLNNOT BEE TAUDRrED ON VIHEN POOL IS
Typical Section At Swimout N.T.S.
Typical Section At Raised Bond Beam a. M�ASSURANCE THAT H HOSE WILL NOT BE USED TO FILL POOL AS IT MALL T A�v
. .S. N.T.S. 5. THIS PLAN ASSUMES A SOIL BEARING CAPACITY OF ONE(1)TON PER SQUARE LJ
FOOT.IF CONDITIONS PREVAL THE CONTRACTOR SMALL OVER- EXCAVATE ®a
COPING AND BAQffTLL UTH COMPACTED FILL TO ACHIEVE: i 7W MINIMUM.
SLOPE DECK 192E Neer Avenue
Biman. N�York 11710
Pha
4200
6"x6' FROST PROOF Bond Beam Steel 2-#4 y4■ � Fac (516)785-M4a
TILE OR MOSAIC For Non Expansive Soil DOUBLE MAIN DRAIN Fac (sta)los-ot4e
PATTERN BORDER 3-#4 For Expansive Soil POOL RETURNS SET AT SPACED 3'-0' APART
12' BELOW WATER LEVEL PER CODE
REINFORECED GUNITE ATER
WATER LINE " RADIUS SCH RULE SEE PLAN #4 ® 12 OC EACH WAVW 7_
LI
O FT 6 FT 6 FT PoOL DEPTH RADIUS b0 0 0 0
a 2 C THICK I c RADIUS S.WWII.PF mr. me
Hor z n e WALL 1 FT 6 FT 6 FT
2 FT 6 FT 6 FT 4'-A' 1'-A' °0 DRAtwHx
s-T' 1•-A' 8' THICK 1:7 MAX 12" THICK
3 FT 6 FT 6 FT W-e r-a' FLOOR SLOPE WALL
g� r-r 1:3 MA ANTi VORTEX GUNITE DETAILS
4 FT 6 FT 6 F r A'-s" r—Or LOPE ANTI ENTRAPMENT
Anti Vortex r-o• r-A' #4 BARS O 12" OC PLACED VGB COMPLIANT
Anti Entrapment 5 FT 6 FT 6 FT 7—Y 4'-0' THORUGHOUT POOL BOTH GRAVEL
WALL THICKNESS TO MAIN DRAIN COVER
Main Drain Cover BE CHANGED -T� 4'-e' HORIZONTALLY AND SUMP
UNIFORMLY a FT a FT 7 FT e'-A" °� VERTICALLY HYDROSTATIC
s'--W RELIEF VALVE
7 FT 8 FT 9 FT F—e' W—w
MAIN DRAIN #4 Bars O 12" OC 1o'-e• s'-o' POOL DIMENSIONS AND FACILITIES SHAL CONFORM
Horizontal and B FT gym 9 FT WITH THE REQUIREMENT FOR A TYPE 1 POOL PROPOSED GUNITE
VGBA COMPLIANT Vertical IN-GROUND POOL
Typical Section At Dee End 9 F 1 1 Longitudinal Section
N.T.S.
N.T.S. d
AQ-2
36'-0" '01 ALL DIMENSIONS
ARE TO BE FIS D VERIFIED
--------------------
1 TO WASTE 4a8O ROCKY POINTEAST MARION, 1RA
-----�— ----i FILTER 1939
COUNTY OF SUFFOLK
SUCTION
STATE OF NEW YORK
HAIR & LINT
i---------L---------- SKIMMER EATS PUMP STRAINER LIMONGELLI
AUTO SKIMMER RESIDENCE
PUMP LIGHT
Y '
� BACK TO POOL
U aodp o rmmdaem.and
I �Wo prgnryot A'M
POOL used o y P.C.7 e, to to a
is
36' X 16' 6'-0" �j DUAL MAIN DRAIN WITH used a�ry.nl, ,
Prapac and Q.not to be aap.a
FILTER (8'-0°') IN—GROUND (3'-6") HYDROSTATIC VALVE AND &�AM
GUNITE POOL COLLECTION TUBE IN GRAVEL BASE
I
I
0 1 A% I
HEATERW SUN SHELF SCHEMATIC PIPING ARRANGEMENT
I
I L-----r--- -----1---------------� RETURN & STEPS .S.
I NON—SLIP
`------------>----- DUAL MAIN DRAIN DESIGN
4' X 2' WITH STRAINER POOL NOTES:
SWIM—OUT (VGB SAFETY ACT
BENCH APPROVED DRAINS) 1.POOL AND PROPERTY TO CONFORM TO NYS 2020 UNIFORM CODE SUPPLEMENT SECTION R326
POOL PLAN 2.POOL SHALL CONFORM TO ANC/ NSPI STANDARDS R326.3.1.
NM
1 3.SECTION R326.7 POOL ALARM REQUIRED.
$ _ � 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. my 5
5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.5.
36'-0" 6.POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: AA
POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY), ���
--- -- -- -- - - - -- - P)
- - - - --- a 1924BdmarnAwwwo
WATER LINE r10 B�pmor% Ns York 11710
7 I SECTION R403.10.1 HEATERS a, (s�s)7as-42DO
NON DIVING POOL USE OF r,�
p DIVING EQUIPMENT IS SECTION R403.10.2 TIME SWITCHES Fmc (st°)7°s—e14°
PROHIBITED 3
SECTION R403.10.3 COVERS S�OFNEW�
T THE DESIGN IS BASED ON A DRAINAGE SOIL WITH 40% SILT, GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF THE
EXCAVATION. IF GROUND WATER EXISTS WITHIN 6' BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. WATT:
DISPOSAL IS LIMITED TO OWNER'S PROPERTY. any
POOL LONGITUDINAL SECTION &NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6' OF DEEP END. s MAW P.E
— —0 9.THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,000 PSI 0 28 DAYS. WAWNQ
GENERAL NOTES,
16'-0" 10. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. POOL PLAN,
11. REBAR SHALL BE 2' MIN. CLEAR TO EARTH. CROSS SECTIONS.
PIPING SCHEMATIC,
12. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING WEATHER. PUMP CAPACITY & POOL DETAILS
———WA_TE L NE—— BE SUFFICIENT TO EMPTY POOL IN 24 HOURS.
0 13. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONIN
I REQUIREMENTS.
io 00 PROPOSED GUNITE
I 14. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BARKER (VGB) POOL AND SPA SAFETY ACT.
IN—GROUND POOL
15. THE SWIMMING POOL HAS NOT BEEN DESIGNED FOR USE WITH DIVING EQUIPMENT, FOR DECK LEVEL DIVING BOARD REFER
ANSI/ APSP/ ICC-5 2011 REQUIREMENTS FOR MINIMUM POOL DEPTH AND INTERIOR POOL DIMENSIONS.
POOL CROSS SECTION 16. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL
N"=13-0" 17. SLOPE PATIO SURFACE %' PER FOOT AWAY FROM POOL AQ—
q ALL DIMENSIONS
1 ARE TO BE FIELD VERIFIED
a 10' Minimum Length of Non
EMENT MORTAR JOINT Metallic Conduit with 8 insulated
4"y 12" STANDARD copper wire as per NEC 4eBD ROCKY .POINT ROAD
12" Mint COPING FJ1Sr MARICIV, NY 11939
Brass Electric Pull
COUNTY OF SUFFOLIC
COPING Boxes 6" Above Water #8 GROUND STATE OF NEW YORK
2-#4 BARS V 12" WIRE TO STEEL
n� 2-#4 BARS O LI M ON GELLI
N BORDER BENT BOND � 7¢" BRAS 1 RESIDENCE
N
BEAM AROUND 4" Mi
PLASTER NITCH
#4 BARS ® RECESSED
12' O.C. LIGHT All Dn�q..Sp.deoatlm.and
BOTH WAYS em ft ' of A Wo
'3 SECTION we
PLAN En ma V.P.C.They a"to to
umd ady dtlf nM.et to thHe
ftjwt aW v"nat to be sapid
SKIMMER NITCH DETAIL Typical Light Box Detail TS �`Awbl%
N.T.S. a
Coping N.T.S.
N.T.S.
COPING
6x6 Frost roor Veneer Varies -Vary Thickness of NOTE.
COPING COPING Tile p Raised Pool Wall To Allow For:1 1. THIS POOL SHALL BE CONSIRUCTID N COMPLIANCE rrtTH CHAPTER °of THE
Thickness Of Veneer Plus 6 z iPa jU&WW is LR%)ER HEATH THE PAVED
IIIIINSURFACE EXTENDING 3'FROM EDGE OF POOL WITH CM EQUIBOND MAY KIT OR
EQUAL
2-#4 BARS 6x6 FROST Number of POOL
Steps as WATER LINE O O 3 POOL STALL L S�AND CONSTRUCTED INCONFOFiwHANCE MA71H THE 2oz0
SVAMOUT PROOF TILE 2- needed to PLANINT HALLATION L NiIIORM T POOL AND SPA COOS
BARS SUIt OOI r r � PLAN ����70 APPENDIX G OF THE NEW YORK CITY BUILDING CODE
p ,� 6x6 FROST PROOF a u NOTES:
depth I TiLE OR MOSAIC- lurlau At N
/4 Bars O #4 Bare "� PATTERN BORDER t. CD�NTRAC ORS HYDROSTATIC
N, THEN PLUGS
RSA D LOCATI BE ON OOF�RELIE AT FPLUGS
12" OC O 12" OC See Pool Pia SHALL BE DETERMINED FROM ACTUAL GROUND WATER CONDITIONS FOUND
for length of Anti to z GPEXCAVATION.
S BE A,�psi(28 Days)
RADIUS VARIES pool steps Anti Entrapment 3. CONCRETE MIX SHALL BE A 4-J� SAND TO CE7IENT RA710 BY VOLUME*
SEE SCHEDULE Main Drain Cover ALL THICKNESS ��S H�BE PNEUMATI&Y PLACE AGANST NATURAL UNDISTURBED
TO BE CHANGED SOIL.
#4 Bars ® UNIFORMLY 4. OWNER STALL PROVIDE THE FOLLOVNG:
12" OC MAIN DRAIN #4 Bars O 12" OC ba'. APPROXIMATE
THAROUUNND THE POOL AREAON OF THE PER CODE. GATES SHALL BE SELF
Typical Section At Shallow End VGBA COMPLIANT Horizontal and LOCKING&SELF LATC SHALL HING ND>Ev
Vertical d. ASSURIWCE THAT POOL LIGHTS VALLEAST
.NOTMBE DAY FOR SEVEN DAYS ON WHEN POOL IS
Typical Section At Swimout N.T.S.'
Typical Section At Raised Bond Beam a MARK THE THAT RUBBER HOSE WILL NOT BE USED TO F61 POOL AS IT WILL
N.T.S. 5. TH6S PLAN ASSZIPLASTER
Na A SOIIL'BEARING CAPACITY OF ONE(1)TON PER SQUARE
N.T.S. FOOT. IF SOFTER CONDITIONS PREVAIL THE CONTRACTOR SHALL OVER- EXCAVATE �iat�ia
COPING AND BACKFI L WITH COMPACTED FiLL TO ACHIEVE 1 TST MINIMUM.
us
SLOPE DECK dm B.Cman York
1
B•9man, Nw York 11710
6"x6" FROST PROOF Bond Beam Steel 2-#4 y4" (Hsi 1 � 91�
TILE OR MOSAIC For Non Expansive Soil DOUBLE MAIN DRAIN
PATTERN BORDER 3-#4 For Expansive Soil POOL RETURNS SET AT SPACED 3'-0" APART
10 BELOW WATER LEVEL PER CODE OFNE{y
REINFORECED GUNITE
WATER LINE C RADIUS SCHEDULE SEE PLAN #4 O 12 OC EACH WAIWATER
s
r 0 FT 6 FT 6 FT POOL DEPTH RADIUS 0 0 0 0 �� ss ��U
a 27 CC " THICK . RADIUS 07seRAUY P.E.z Hor n I velicWALL 1 FT 6 FT 6 FT S-r 1'-Cr io c
2 FT 5 FT 6 FT 4-6• 1'-6• °0 DRAMr1Ix
W-o' 1'-e' 8 a THICK 1:7 MAX 12" THICK
3 FT 6 FT 6 FT s-s• r-o• FLOOR SLOPE WALL
e'-HT' z'-e• 1:3 MA ANTI VORTEX GUNITE DETAILS
4 FT 8 FT 6 FT tY—B• 3'-D" LOPE ANTI ENTRAPMENT
Anti Vortex r-(r 3'-6" #4 BARS O 120 OC PLACED
Anti Entrapment WALL THICKNESS TO 5 FT 6 FT 6 FT 'r-7" 4-G' THORUGHOUT POOL BOTH GRAVEL VGB COMPLIANT
Main Drain Cover BE CHANGED W-o• 4-e" HORIZONTALLY AND SUMP MAIN DRAIN COVER
UNIFORMLY 6 FT le FT 7 FTj 6'-6" s'� VERTICALLY HYDROSTATIC PROJWP
e'-D• Hs'-o' RELIEF VALVE
#4 Bars O 12" OC 7 FT 8 FT 9 FT 6•" s•�
IN DRAIN Horizontal and POOL DIMENSIONS AND FACILIiiES SHAL CONFORM
MA
VGBA COMPLIANT INDAIN Vertical 6 FT B7�T 9 FT WITH THE REQUIREMENT FOR A TYPE 1 POOL PROPOSED GUNITE
IN-GROUND POOL
Typical Section At Deep End 9 Fr 1 1 Longitudinal Section
N.T.S. N.T.S.
0.
AQ-2