HomeMy WebLinkAbout51831-Z hoy,�oe$oory°`o Town of Southold
* P.O. Box 1179
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46658 Date: 11/10/2025
THIS CERTIFIES that the building Swimming Pool with Fence-In Ground
Location of Property: 4860 Rocky Point Rd East Marion, NY 11939
Sec/Block/Lot: 21.-3-23
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/10/2025
Pursuant to which Building Permit No. 51831 and dated: 04/15/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory in-ground swimming pool fenced to code as applied for.
The certificate is issued to: Cannella Limongelli , Salvatore Gervasi
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 114040 11/06/2025
PLUMBERS CERTIFICATION:
thoriz d Si t e
�ApFSD4ryo 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
uilding Inspector���
} � NASSAU ELECTRIC ( i ' »
SUFFOLK INSPECT S
1 ,
p ,
NOV - 7 2025
I 159 Route 25A,Building 1 Suite B
Miller Place,NY 11764 i
i Telephone:631 495 8136 ? Fax:631 509 4538 ? E-Mail:Requests@SuffolkBEI.com 8l_ti1d1l1q Dep vrfanerf I
{{CERTIFICATE OF ELECTRICAL COMPLIANCE
Applicant: C Treiber Electrical Certificate No.: 114040
Rough In Inspection Date: Final Inspection Date: Nov 05,2025 i
Application No.: Building Permit No.: 51831 i
I County Tax Map No.:
! This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work
described below,installed on behalf of the applicant named above,located at the premise of and not after the final inspection i
date above: +
Owner: Carmella Limongelli I
I Site-Location: 4860 Rocky Point Road,East Marion,NY 11939
9 Owner's Address(if different):
fR
xx Residential Indoor Basement Service Shed
, i II
Commercial Q Outdoor ❑First Floor x❑Pool Hottub y
❑New Renovation Second Floor Attic/3rd Floor Garage '
i
❑Addition x0 Survey PV Solar Generator ❑Conversion
❑Signs Battery Storage Safety Inspection Other:
Si
E I
i INVENTORY
Single Phase Heat Duplex Recpt Ceiling Fixture Dual Func Breaker
Three Phase Hot Water GFCI Recpt Wall Fixture Smoke 0 t
Main Panel AC Cond Single Recpt Recessed Fixture CO Detect j
Sub Panel AC Blower Range Rocpt LED Lighting Smoke CO Combo
Transformer Appliance Ckt Dryer Recpt Emergency Time Clock k
Disconnect Switches 0 Twist Lock Exit Fixtures Pumps Pool
GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan I j
II
i I Other Equipment:
{ � t
The electrical work and/or equipment described above were inspected and appear to be in compliance with local,
I state and national electrical code requirements and this office.
Applicant: C Treiber Electrical License No.: 37765-ME ; i
! j Date Printed: Nov 06,2025 )
Inspected I
Signature:
i ' -
OE SOUTyo�
" TOWN OF SOUTHOLD BUILDING DEPT.
cour+r+��'' 631-765-1802
INSPECTION
[ FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY- INSPECTION-
" [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [" ] PRE. C/O [ ] RENTAL
REMARKS:
(in
DATE INSPECTO
OF SOUTho�
# # TOWN OF SOUTHOLD BUILDING DEPT.
°yOwn 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ZRqGH PLBG.
FOUNDATION 2ND [ ] L ION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
C,
REMARK - Vc(/
oinS1
6b2
Svs" V& �mt�ko \ll
DATE 0 I INSPECTOR
+`��� M _�, r♦ ��• �-tom
S � g
8 R� ..�• qua —f�
i�� •� ,��1fJllf,tflti ' ,Hm � � y. r��
" 1
1 �
1
1
4
I'
•• I
V5 1
1
1 _
7 '
y
Awl
-- AWL. nab
_ r �
r� '
3
FIELD INSPECTION REPORT DATE— COMM TS
FOUNDATION (1ST) - - .. ...... - M '- -ear S ._.. �1... . - e✓'...._._........_._..._. v ,
....... ...._._Nr.
C
FOUNDATION (2ND) ---- .- ..._...- ------._...--- --•--- ---- -- —......... ,.-_...._----- -- _..._...._ .. _.-_..._ m.
z
�O
----.—_---------- ...... ....._...__. .. p�1
--- - ----- -------- ._... -- — ---- -- —..------------ ..._—._......_.O
ROUGH FRAMING & ----- ----- --- - -- --. ..._.....----_...-
PLUMBING ---------. .-..... ------ -- . ..----------------........_.._.__.
..................------- -- - ---- - _ _- -- -
J � w
.........-
INSULATION PER N. Y. -.._....----- ---- ---- --- ----- - -- - --- — - -- — -- - - -
C�
STATE ENERGY CODE
.100
FIN AL jac
e
ADDITIONAL COMMENTS '
.—._oQ..��---� .... _M --
- - - -- -- -- -- -- — - . ... .-.--- -- _...----- ----. - ------—-----..... - o
.�e
rn
Ca
. . -...
----- - _...-- --- ----..._.__....--- ------------- -......... .....- -... x
_..._..._ _..- --- ---....------- - ---- ._._....--- - z
-a
Jam.
�o��SUFFOL,t�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT
ti Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT N0. Building Inspector: a• FEB 1 0 2025
ix a
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date:a a, a�Cj
OWNER(S)OF PROPERTY:
Name: C fv-na C` _._....L.1_.im-O n. l I_ .._..._,. SCTM# 1000-
Project Address:
- ---- ------- _-g2)(o
Phone#: -'1 _. _�_ -._ -�y _ Email:
Mailing Address: 1
CONTACT PERSON:
Name: rr
Mailing Address:Po._
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: -Po_o` S-
res ---
Mailing Adds:
_...._._
Phone#: Email: V i_(.2.. - -m. .. (�O.M_
0.1 _. _ _.c .. - _
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
ther5W'i Cn ►^n O Ol $
Will the lot be re-graded? ❑Yespo Will excess fill be removed from premises? Wes ❑No
1
PROPERTY INFORMATION
Existing use of property: i` I Intended use of property: r,
i
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes 1ZNo 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 5outhold,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,misdemeanorpursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): uthorized Agent ❑Owner
Signature of Applicant: Date: ��-
STATE OF NEW YORK) 1
COUNTY OF 6 U 1 )
U P 1 ' oc being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sin 1g contract) above named,
(S)he is the o��A
(Contractor,4nt, 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�� .
Notary Public
ELIZABETH A KOEHNE
PROPERTY OWNER AUTHORIZATION Notary No.101,state of
K06334345WYork
(Where the applicant is not the owner) Qual'rfied in soolk County
Commission Expires 01-19
I,r�l(1�ft� �1�0i1(A�il residing at UC PPGt-q 90161 � A �',!X-StntV)01�
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature 6ate
cafn8 d&., Ufflmv 1li
Print Owner's Name
2
CERTIFIED TO:
AT EAST MARION SALVATORE GERVAS!
SURVEY OF. PROPERTY CARMELLA UMONCEW N
BANK OF AMERICA N.A.
TOWN OF SOUTHO,LD
`
ADVOA7ESASNRRE'
SUFFOLK COUNTY, N.Y. lo P+ EC APCCOMPANY
1000-21-0323 N/O/F
smm t2 , •12702 121111
OE
i
z
�yiw,A aura f' �
ZONE X 1
lit K J
jvtr
_ ?-0
r
FIFE
44 W 14/0/F tlAR1E DAW
FjtM
N n N/O/' GUS KOTSOS It POTA S£D1J4K �Via: zob�
_.� AR�A�56 W 80. FI. : / N.Y. LIC.
T[7 C� , ANY ALIWARM OR AVffnW TD IM SLVP1£Y 15 A WCLAMW !E'Awrywx P.C.
!L o. �yQ OF SEOMW 72090E 7W AIEW J`I STATE MUCAIT&V LAW.. $d1 765-5020 FAX(631 7
EXOmf As Pw SEOAOV mo-stARLYu4W.8 AdL cERN7CAT1gvs P O 80X 909 ,
LC fY �U77na"" IN ARE VAW FW WS YAP Alm f S 11 gF'al&YI
SAO MAP. R CO 9 E SM aF VW StNrl£M F230 IRA 4Et.ER gnMFTEli
d s�uAo AJ.r. ns7r
as
.b
APP,6%AS NFEEBY:
NOTIFY BUILDING DEPARTMENT AT
631 765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE ELECTRICAL
2. ROUGH-FRAMING&PLUMBING INSPECTION REQUIRED
3. INSULATION
4. FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTON ERRORS
COMPLY WITH ALL CODES OF �g � a � F F.'D1A 2LY'%:,,;,.
NEW YORK STATE &TOWN CODES ENCLOSE POOL TO CODE
AS REQUIRED AND CONDITIONS O1= ':;-; ' 1PON COMPLETION
SOUTH D TOWN ZBA ` `BEFORE=.°WATERS:,: w
SO LD TOWN PLANNING BOARD
$O OLD TOWN TRUSTEES
N.Y .DEC
UTHOLO HPC
ism=
OCCUPANCY OR New York State law
YOU Must Call 811
USE IS UNLAWFUL Before YOU Dig
WITHOUT CERTIFICATE
OF OCCUPANCY
7"
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
36'—o ALL DIMENSIONS
ARE TO BE FIELD VERIFIED
------- ------- —
I I 1+�" TO WASTE 48M ROCKY POINT ROAD
I EAST MARION. NY 11939
------�— ----i I FILTER COUNTY OF S1IFFOLK
STALE OF NEW YORK
SUCTION HAIR & LINT
I j r---------L..---------- SKIMMER STRAINER
J,� �. LI M ON GELLI
EATS PUMP
I I iX. AUTO SKIMMER RESIDENCE
PUMP `-----I LIGHT I F
Y '
I BACK TO POOL A,��M�and
rafteanPOOL .a.mm
36' x 16' 6'-0" o °a..e�'aa7'¢.9 MW m thy@
DUAL MAIN DRAIN WITH aaa aA rM eo be
FILTER I (8'-0-) IN—GROUND (3'-6") C° HYDROSTATIC
TUBE VALVE GRAVEL BASE af AM ON*�
�✓ GUNITE POOL
I
I
BuLcm OF".
HEATER ; SCHEMATIC PIPING ARRANGEMENT
A SUN SHELF
--------------------JN.T.S.
�-----r--- - RETURN & STEPS
NON—SLIP
L___________�____ ______� DUAL MAIN DRAIN DESIGN
4' X 2' WITH STRAINER e4QL_Np
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 ANSI/ NSPI STANDARDS R326.3.1.
3.SECTION R326.7 POOL ALARM REQUIRED.
gj�25 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. IN 611ED
5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.5.
36'-0" 6.POOL. SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: A
— — —— — — — — —— POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY),
---- --- - ---- = 1924BdmanAvmue
WATER LINE Bagman.Na York 11710
NON DIVING POOL USE OF SECTION R403.10.1 HEATERS Pna,c(518)7W-4200
p DIVING EQUIPMENT IS '`� SECTION R403.10.2 11ME SWITCHES Fax (516)7a5-9145
PROHIBITED 3
00 1 SECTION R403.10.3 COVERS SfJIL �s�„EWY
7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH <10% 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. WATEs
DISPOSAL IS LIMITED TO OWNER'S PROPERTY. 0774M
POOL LONGITUDINAL SECTION W.11710
A B.NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6' OF DEEP END. s.B9 24 RE
J��-1 —Oar
9.THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,000 PSI 0 28 DAYS. B"AVMQ
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. RERAR 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
— —WA—TERR UNE— —j
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
I REQUIREMENTS.
`j 00 14. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAE ME BARKER (VGB) POOL AND SPA SAFETY ACT. PROPOSED GUNITE
-� 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
"=11
—O" 17. SLOPE PATIO SURFACE 9' PER FOOT AWAY FROM POOL A Q— 1
ALL DIMENSIONS
ARE TO BE FIELD VERIFIED
10' Minimum Length of Nan
EMENT MORTAR JOINT Metallic Conduit with S insulated
4"�, 12" STANDARD copper wire as per NEC 6M ROCKY POINT ROAD
12 Min COPING
COPING Brass Electric Pull GROUND COUNTY OF SUFFOLK
2-#4 BARS Boxes 6 Above Water 4' 12" STATE OF NEW YORK
WIRE TO STEEL
WILE 2-#4 BARS
N BORDER LI M ON GELLI
BENT BOND C4 7¢" BRA N RESIDENCE
PLASTER BEAM AROUND 4" Mi
NITCH #4 BARS O RECESSED
`O 12" O.C. LIGHT AI Dravbg%Specification.and
3" PLAN BOTH WAYS the ads pi We ty of AM we
SECTION 10 Engbo.rt,o,P.C.They on to be
SKIMMER HITCH DETAIL used any respect mo
is
Prof andd an not to b.aapitl mitts
N.T.S. Typical Light Box Detail � of AM a
Coping N.T.S.
N.T.S.
COPING
6x6 Frostproor Veneer Varies -Vary Thickness of NOTE. OLMILOW DEFT.
COPING COPING Tile Raised Pool Wall To Allow For 1. THIS POOL SHALL gBE CONSTRUCTED IN WITH CHAPTER 6 OF THE
Thickness Of Veneer Plus 6" 2 EWiPo Ti�i4 BONpr GRIDTTDBE INSTALL9DU MEATH THE PAVED
Number of
SURFACE EXTENDING V FROM EDGE OF POOL WITH C►O EQUIBOND MAY TOT OR
EauAL.
2-# BARS 6x6 FROST Steps as WATER LINE O O 3 P001-91ALL DESIQiEp AND OaiSTRUCTID INCONFOft11ANCE WRH 71{E 2020
SWIMOUT PROOF TiLE 2- needed to INTERNATIONAL SYMMADNG POOL AND SPA CODE
BARS suit pool 6"x6" FROST PROOF a u 4. RAN SHALL CONFORM TO APPENDIX G OF THE NEW YORK CITY BUILDING CODE
NOTES`.
depth E TILE OR MOSAIC
#4 Bare O 0 21 8 "' PATTERN BORDER 1. A�ITONAL HYDROSTATIC RELIEF PLUGS SHALL BE INSTALLED AT POOL
12" OC See Pool PIG CONTRACTOR'S DISCRETION. THE NUMBER AND LOCATION OF RELIEF PLUGS
Anti Vortex SHALL BE DETERMINED FROM ACTUAL GROUND WATER CONDITIONS FOUND
for length of 2. CONCRETE ETTEE EXCAVATION.
SH L BE 3.500 P�(25 Da:A)
• RADIUS VARIES pool steps Anti Entrapment 3 CONCRETE MIX SHALL BE A 4-_)Jc1 SAND TO CEMENT RATIO BY VOLUME
SEE SCHEDULE Main Drain Cover WALL THICKNESS CONCRETE SHALL BE PNEUMATICALLY PLACE AGAINST NATURAL.UNDISTURBED
TO BE CHANGED SOIL.
#4 Bars O UNIFORMLY 4, OWNER SHALL PROVIDE THE FOLLOWING:
ATION OF THE POOL
12" OC MAIN DRAIN #4 Bars O 12" OC b 54 FENCE AAROUUNND THE POOL AREA PER CODE GATES SHALL BE SELF 2-6-
Typical Section At Shallow End VGBA COMPLIANT Horizontal and LOOKING&SELF LATCHING As
C. WET CONCRETE POOL SHALL AT LEAST TWICE A DAY FOR SEVEN DAYS
.T.S. VertiCOl BY
d. ASSRANCE THAT POOL LIGHTS WILL NOT BE TURNED ON WHENN POOL IS
Typical Section At Swimout a. ASSURANCE THAT RUBBER HOSE WILL NOT BE USED TO FILL POOL AS IT WILL
T.S. Typical Section At Raised Bond Beam 5S. . THIS PLAN PLASTER� �L BEARING CAPACITY OF ONE 1()TOR PER SQUARE
FOOT. IF SOFTER CONDITIONS PREVAL THE CONTRACTOR SHALL OVER
COPING AMID BAC FILL WITH COMPACTED FELLTO ACHIEVE: 11 TSF MINIMUM.
-EXCAVATE
nue
Bond Beam Steel 2- SLOPE DECK oft Bellmore York I
6"x6" FROST PROOF #4 Y4" /FT Pho«(s)7&1_41OD O
TiLE OR MOSAIC For Non Expansive Soil DOUBLE MAIN DRAIN Fax (516)765--i»48
PATTERN BORDER 3-#4 For Expansive Soil POOL RETURNS SET AT SPACED 3'-0" APART
12" BELOW WATER LEVEL PER CODE t�OF NE{,
REINFORECED GUNITE
WATER LINE E RADIUS SCHEDULE #4 ® 12 OC EACH WAINATER
SEE PLAN W
0 FT 6 FT 6 FT POOL DEPTH RADIUS 0 0 0 0
a 2 C " THICK fO
Hor z n c WALL 1 FT 6 FT 6 FT V-r r-r 1 c RADIUS 07s�eRAUIR PB.
4!-Cr- 1'--0
2 FT 6 FT 6 FT 4'-6' 1'-6" °0
1:7 MAX D�11
s'-o' r-6" 8" THICK 12" THICK
3 FT a FT a FT V-6• z'-w FLOOR SLOPE WALL
er-O, ram" 1:3 M
4 Fr a FT a tT 6'-e' 3'-0" SLOPE ANTi VORTEX GUNITE DETAILS
Anti Vortex #4 BARS O 12" OC PLACED ANTI ENTRAPMENT
Anti Entrapment WALL THICKNESS TO 5 FT 6 FT 8 FT 7'-7' +-o" THORUGHOUT POOL BOTH GRAVEL VGB COMPLIANT
Main Drain Cover BE CHANGED a-Or 4-6' HORIZONTALLY AND SUMP MAIN DRAIN COVER
UNIFORMLY 6 FT 6 Fr 7 FT W_or 6'-0�5,_0 VERTICALLY HYDROSTATIC
#4 Bars ® 12" OC 7 FT 8 FT 9 FT it-6• w-w RELIEF VALVE10' s'-o"
MAIN DRAIN Horizontal and POOL DIMENSIONS AND FACILITIES SHAL CONFORM
VGBA COMPLIANT Vertical 6 FrBl�9 FT WITH THE REQUIREMENT FOR A TYPE 1 POOL PROPOSED GUNITE
IN-GROUND POOL
Typical Section At Deep End a FT 1 1 Longitudinal Section
N.T.S. .T.S.
a
AQ-2