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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 DATE(M=D/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/oar2o2a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S�AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTME., Kale Maloney Celi VRP Insurance Agency r+HONE (631)738-7300 (631)738-7382 955 Main Street --k-ate@maloney-maloney.com kate@maloney-maloney.com Suite 2 INSURE S AFFORDING COVERAGE NAIC N Holbrook NY 11741 INSURERA: Philadelphia Indemnity Insurance Company 18058 INSURED INSURER B;. Merchants Mutual Insurance Company 23329 M&M Pools LLC INSURER C: Shelterpoint Insurance PO Box 1302 INSURER D: INSURER E: Hampton Bays NY 11946-0300 INSURERP: COVERAGES CERTIFICATE NUMBER. CL2472312788 REVISION NtfiIIIBER, THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I'LTR TYPEOFINSURANCE FJ" �ADUL SUM'.. POUCYIE&F Po POUCYNUMBER Mir nLIMITS in MR COMMERCIAL GENERAL 1,000,000 EACH OCCURRENCE S CLAIMS-MADE ©OCCUR on $ 100,000 MED EXP f8a one. rson) $ 5,000 A Y PHPK2580404-003 07/23/2024 07/23/2025 1,000.000 PERSONAL&ADV INJURY $ GEN"LAGGRE"MUMITAPPLIEIS PER' GENERALAGGREGATE $ 2,000.000 POLICY Q ECT El Loc FRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY 'COMBINEDt I L LIMIT $ 1.000.000 "^I ANYAUTO BODILY INJURY(Per person) S B OWNED SCHEDULED CAP1076370 07/23/2024 07/23/2025 BODILY INJURY(par accident) $ ALTOS ONLY AUTOS HIRED NON-OWNED AUTOS ONLY AUTOS ONLY Per $ UMBRELLA LIAO OCCUR EACH OCCURRENCE $ EXCESS LIAR Id CLAIMS-MADE i AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'UABILTY YIN •••••""•••"""'"""'"'-""WW ANY PROPRIETORIPARTNERIEXECUTIVE ❑ NIA E.L.EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S NYS DISABILITY/PAID FAMILY LEAVE C ' DBL433241 01/01/2014 01/01/9999 STATUTORY DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) certificate holder is listed as an additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPT. AUTHORIZED REPRESENTATIVE 54375 ROUTE 25 SOUTHOLD NY 11971 01988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks ofACORD 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 NEw workers' CERTIFICATE OF INSURANCE COVERAGE sTATE:: Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured M&M POOLS LLC PO BOX 1302 HAMPTON BAYS,NY 11946 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPT 3b.Policy Number of Entity Listed in Box"I a" 54375 ROUTE 25 DBL433241 SOUTHOLD, NY 11971 3c.Policy effective period 01/01/2025 to 12/31/2025 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. rl B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. �Date Signed 2/6/2025 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-81 Name and Title Lestion WeISl1 Chief EXeCLItiye Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 56 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if sox 413,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111IIII�1°°°1°°11°�1°°111°!� � '��I�II� 25 MOTE VwOtyLC J ee NANCY NUlANO g y. S7.oe20r6 Egg , 0 U �a Z /I If Al till: Mill i, 1 6 x 1 r `s ti O Z 1 In o � a o� ti - �ny o z 0 r43F way B� pow' d d v 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