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HomeMy WebLinkAbout50031-Z „ TOWN OF SOUTHOLD ,µ 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#: 50031 Date: 11/15/2023 Permission is hereby granted to: Mav, Richard _... view Rd 3970 N Ba .......... ............ ——.. -- Southold, NY 11971 To: Construct an accessory inground swimming pool to an existing single-family dwelling as applied for. Pool and pool equipment must maintain a minimum setback of 15 feet. At premises located at: 3970 N Bayvview Rd, Southold wm SCTM # 473889 Sec/Block/Lot# 79.-2-3.3 ­11Pursuant to application dated 10/31/2023 and approved by the Building Inspector. To expire on _..5/1612025. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00 CO - SWIMMING POOL $100.00 Total: mmm$400.00 ........... ..................... Building Inspector � r 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 (a ://www.so t�kio(dtowiin o Date Received APPLICATION np 2 E � V E For Office Use Only w — PERMIT N0. Building Inspector, t 0 ' r 3 1 202" Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an ��s! ::1 Town of d��su;Ou Id Owner's Authorization form(Page 2)shall be completed. t��c Date:10/02/2023 OWNER(S)OF PROPERTY: Name:Kathryn May SCTM#1000-79.-2-3.3 Project Address:3970 North Bayview Road, Southold Phone#:609-617-2754 Email:jeffmay57@aol.com Mailing Address:. CONTACT PERSON: Name:Jennifer DelVaglio Mailing Address:PO Box 369 Peconic NY 11958 Phone#:631-734-7600 Email:CJ@ eastendpool king.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Jennifer DelVaglio East ENd Pool King Mailing Address:PO BOX 369 Peconic NY 11958 Phone#:631-734-7600 Em?I-cj@eastendpoolking.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition F-lAltaratinn I—IReoair ❑Demolition Estimatedl Cost of Project: ❑Otherl6x32 Vinyl Pool — s l a JF 80,000 I t LW l the lot be re-graded? RYes El No Will excess fill be removed from premises? ®Yes El No 1 ........... PROPERTY INFORMATION Existing use of property: Intended use of property: - Zone or use district in which pre ses is situated: Are there any cp?enants and restri ons with respect to this property? e EINo IF YES,PROVIDE A COPY. ❑ ;' 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 Budding 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 Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. ` ' @Authorized Agent ❑Owner Application Submitted By( ri e): Ag Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2 COUNTY OF ,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 (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 U1� Y��'l 20 07� �'',o �Z� Notary Public (Where the applicant is not the owner) residing at 3970 North Bayview Road Southold, NY 11971 (, . Jennifer Del Va lio rL do hereby authorize g ��� o apply on my behalf to the Town of Southold Building Department for approval as described herein. V'—� J Owner' nature Date Print Owner's Name 2 CC DATE(/28120 YYYY( J"iRil... CERTIFICATE OF LIABILITY INSURANCE 11!28/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND 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 CONTACT Barbara Dammers NAME: Roy H Reeve Agency,Inc. HONE fix, , (631)298-4700 (631)298-3850 PO Box 54E-MAIL bdammers@royreeve.com ADDRESS° 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURER A: Transportation Insurance Company 20494 '..INSURED INSURER B: Continental Insurance Company 35289 Eastern End Pools LLC,DBA:East End Pool King INSURER C: Continental Casualty Insurance Company 20443 ........... PO BOX 369 INSURER 0: INSURER E, .................. Peconic NY 11958 INSURER F: COVERAGES CERTIFICATE NUMBER: CL22112818102 REVISION NUMBER: THIS IS TO CERTIFY THAT THE 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. r MI _ '.....P LI FF POLIO E LIMITS ... LTR TYPE OF INSURANCE INSD yyVp POLICY NUMBER MMIDDIYYYY MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 1,000,000 _�CLAIMS-MADE �OCCUR PREMISES(Ea o' enr�e,) ,,,,• '''$ 100,000 X Contractual Liability MED EXP(Any one person) $ 15,000 ...... . .... A Y Y 6080837145 11/15/2022 11/15/2023 PERSONAL&ADV INJURY $ 1,000,000 ............ _ ....__ CEN:''LAGGREGATE.LIMIT APPLIES PER, GENERAL.AGGREGATE $ 2,000,000 POLICYLi ,I ECT LOC PRODUCTS-COMP/OP AGO $ 2,000,000 PRO. _... ....,�.m_._..,,,��. OTHER: $ ............ . _ ..... m ...... ._.._. . .. AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea acoidanf '..ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED 6080837159 1 11/15/2022 11/15/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS .._._.X HIRED NON-OWNED✓ ROPERTY DAMAGE �. AUTOS ONLY AUTOS ONLY (Para odd M I $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXC DEDESS LIA RETENTION$ CLAIMSMADE AGGREGATE $ .AT - AE . WORKERS COMPENSATION PER Ol"H- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN..,, E.L.EACH ACCIDENT $ 1,000,000 C OFFICER/MEMBEREXCLUDEY NIA 6060837162 11/15/2022 11/15/2023 ••••••••• D7 (Mandatory in NH) E.L.DISEASE EA EMPLOYEE $ 1,000,000 If yes,describe under •••••••• DESCRIPTION OF OPERATIONS below ... _. _ E.L DISEASE-POLICY LIMIT $ 1,000,000 __..........-.. -- ..... .... ',. .............. m.._ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate holder is included as additional insured under General Liability as per the terms and conditions of form#CNA75079XX-Blanket Additional Insured with Products-Completed Operations Coverage Endorsement, Form CNA74705NY-Contractors GL Extension Endorsement,NY includes waiver of subrogation&primary&non-contributory coverages as required by written contract or agreement. Additional insured under the business auto is included under Form#CNA63359XX-Auto Contractors Extended Coverage Endorsement-Business Auto Plus. RE:COASTAL CONTRACTOTS LICENSE CERT'IF'ICATE MOLDER 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. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 W ©1988-2015 ACORD CORPORATION. All rigk ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD SYMBOL LEGEND P MONUMENV F'NI) NORTH R-4 YVIEW ROAD r(. I.P.. /1.43. FIND I.P, f 1.B. S1.T (50' SPOT E::LE VA'NOPd.`> e}r UTILITY POLE > GUY WIRE UTUI.31V POLE NV11 G1IT Y LIGHT 4'a.C':: �3 w 9GN v FIRE. HYDRANT ¢ / PVC FENCE (PVC) V ...........o::.r.._....... STOCKADE FENCE (SrK) X- CHAIN 1...11111 II:::N(,IE (CLF) WIRE: FENCE IOANHOLE "A,,.....IINI..i:T I LOT I "B" uNL E::1 TAXX LOT 3..4 YARD INLET �^ 9 %10�sE 222.60' A/(tOdDNIT��I� ��c56 qli 1 FLE TRIP"METER PIPE fc9 GAS METER WATER liAl'TER ♦ n -H M Q I !, w M GAS VALVE / ..,,.. F . -H R I i WATER VALVE � LOT s �r"j ♦ ±�a.�' } TEST FCLL TAX LOT 3. ��......... TREE Ppp I BOLLARD , 2 STORY I '31 muB r a�,. FRAME p W,TI.AND 11 AG ." ryR ♦ wT ""i,0" .tet' RESIDENCE D.C. DEPRESSED CURG E� FENCE w �} FM LOT 3 ii.a' rxa,�t" 6p Ivi/15.. MASONRY hs EYLO 3.3 T I� �A r. r11...ATE-G±'rM /w TAX N� 1 W.UV. VNIWC)t)4hd WELL C;/G. CELLAR ENTRANCE:: w 9 M « 1 R C I ct M R/O ROOF OVER w cr.IvT. CANIIL4.VECi _. FN FND PPE v Au I ASPHALT rrtivE::uAY N f M OPEN SPACEco ) -- TAX LOT 3.10 � SHD tti i STK T1Cl«r:9FEN, tt4.9' k O six- 319.74 p LOT AREA 'w65056'10"W f4 FEN tes't m.¢a.t 41.1331 S.F. t5.s § p 0.94± AC. FM LOT z GRAPHIC SCALE TAX LOT 3.2 40 0 20 40 GUARANTEED TO: RICHARD J. MAY KATHRYN B. MAY IN FEET FIDELITY NATI)ONAL TITLE INSURANCE SERVICES, LLC 1 inch = 40 ft. SUFFOLK. TAX MAP N0. SURVEY OF PROPERTY 1000-079E .00-02.00-003.003 LOT 3 ^ M" MAP OF N S CA L 1 �r � � JAMES W. DAWSON l i •. N' tir �t JOB No.S20-3048 FILE DATE: 10/16/1985 MAP NO. 7987 IV ir l SITUATE a n surveying DATE SURVEYED: 12/31/2020 SOUTHOLD w rA�llr - 40� / �� Y11 S I CI C1 d S U r V 2 y . C 0111 P; 63 -gJ7-24 00 DR.:MC CREW.:AN SCALE: 1' - SUFFOLK COUNTY, NEW YORK 0 .✓,�^" ;;x ✓ i tlI J' r. 'wrN"sVgK1 w>{.'M4 PLA"Mot, u4NdV^�r w T 10w NET 1F19;�:mb w,M.PNP Ord f5� ,tqm�lm will"TNN 41.FGok;MT T.W.1;9P�1gw ftYDE f)K' .. 790...:Mo Nr,M6KC 'ZOP %7r'tea'S4VNWw.Mi:YY'F O1bkNV:tl' �a5^,au a3Y5/,riN.PIYr1i l9 (.91 Gd. qp s i3.m"CxIYfMbiY4',ry?1n niRY.MFTJ e1,��ua'i"6 KtlwNM M9'Ni ., n i %.u.GNFrRS h%d y. �R: a IUTVn ..I� ,....�++ SV�� Sal*4N Xb,+uIYMW'l!r.LY b1YAA rWRaM.IOrr„�"rvOldO'v&.afiN dd.MJW�GOW akW�SN ^.. 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'm14Y41%*k a�G1t«yr,��,I .tl,CMi WU IfM1M.FA9TF ..... � F vq W ARE PM,IT trylN"r6MR�F4:4M.. lfp FIFT4vW�V vry�*sti�a;C'0 FYk ANrP 94AMe"SSa`ONC;�Mib`CM MW I,W�]Yp-G4RL kttY3:.4"MA.w?.MA'NGn9 baGf YO%"�C.4(Jrilk:,. m ^,�. -, (fa NOafYltlf�tlld E Ls-rn+��I'YYiIY 0ca5eNEi�te91J'rsrt,r+o-i EiavS 19'R�'(x�r�^�h'�fiT'11��'Iran?F4�rti^x CLAP r^w5;a�mr;r€��OMtie Ow.k^F'�w.vPm�+kYsad n sR',X:arsw rS wvwW w!�PorJNJa��'TYaYeM�T"4i�AVM,rA 6Md zM$;.�'alwaA�zr'4c�'r Okrnxm,rc'r Mar aenP^rGSce chSENrNtI^�q9'INFr.'tl19:1 rA Aavw..n'/O' ,+eta++ FO 4 T 3� 500 31 Assc5sops "7°1-.7-3 '9 POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS 3" TO 6" 1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE, TEMPORARY BARRIERS R326.4.1: CLEARANCETOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. MAIN DRAIN BETWEEN POOL LINE D 2.POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326.3.1. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND AND WALL FILTER 3.SECTION R326.7 POOL ALARM REQUIRED. SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. 4.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE 5.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). WITHIN EITHER OF THE FOLLOWING PERIODS: SECTION R403.10.1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING SECTION R403.10.2 TIME SWITCHES POOL;OR SECTION R403.10.3 COVERS B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL. 6.REBAR SHALL BE 3 MIN.CLEAR TO EARTH. 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY PERMANENT BARRIER R326.4.2: WITH ALL LOCAL ZONING REQUIREMENTS. 8.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER PROVIDE 2 MAIN DRAINS SPA SAFETY ACT. THAT FACES AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER WITH STRAINER (VGB 9.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL. SHALL BE NOT GREATER THAN 2 INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING SUNDECK SAFETY ACT APPROVED UNDERWATER 10.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS). POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP DRAINS) LIGHT (TYP.) 11.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH 12.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. SECTIONS R326.4.2.2 AND R326.4.2.3. I 13.POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTED BY WHEEL LOADS WITHIN SIX(6) 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL FEET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. PROPOSED ON THE POOL STRUCTURE BY EXISTING OR PROPOSED ADJACENT STRUCTURES.IF SITE CONDITIONS DIFFER 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE 18' A A FROM THIS PLAN,IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT HM ENGINEERING,P.C. HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING VINYL SWIMMING POOL , BEFORE ANY CONSTRUCTION BEGINS. POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE 6 5.0 14.NO DIVING EQUIPMENT PERMITTED. THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4 512 S.F. 15.POOL TO REMAIN PERMANENTLY FILLED. INCHES(44 MM)IN WIDTH. 16.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE 17.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 3970 NORTH BAYVIEW ROAD,SOUTHOLD,N.Y. HORIZONTAL MEMBERS IS 45 INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 11971 ONLY. MM).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1- El 18.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR 3/4 INCHES(44 MM IN WIDTH. DIAMETERS. 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED AT THE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM). STEPS (VINYL 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS OVER GENERAL NOTES: SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 MM). CONCRETE) LINE OF 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING / COPING \ 1. HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, REQUIREMENTS: CONTINUOUS TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD, CONCRETE WALL (SEE PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY AWAY FROM THE POOL. DETAIL THIS SHEET OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(LE,ON THE POOL SIDE OF THE ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 2. SELECT GRANULAR FILL/MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE INCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE, MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH(12.7 MM)WITHIN 18 INCHES(457 N.Y.S.D.O.T.STANDARD SPECIFICATIONS,LATEST EDITION. MM)OF THE LATCH HANDLE. 7.3. ALL THE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENT TO PREVENT 3. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. 32' JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T.STANDARD 8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEET THE SPECIFICATIONS, LATEST EDITION. APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: 34' 4. ALL FILL/BACKFILL SHALL BE SELECT GRANULAR MATERIAL,COMPACTED TO 95%MAXIMUM 1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN DENSITY AT OPTIMUM MOISTURE,AS DETERMINED BY MODIFIED PROCTOR TEST,UNLESS AUDIBLE WARNING WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE OTHERWISE NOTED. WITH UL 2017. THE AUDIBLE ALARM SHALLACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUTTHE 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL,SURPLUS HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,TOWN, SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE THE FLOOR.OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASSTHROUGH POOL PLAN THE OPENING WHEN THE WINDOW IS IN ITS LARGEST OPENED POSITION;AND NOTE: c.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT THIS IS ANON-DIVING POOL EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR SCALE: 1/4" = 1�-O" 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO LONG AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE. 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVE THE THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B UNITS,THE DEACTIVATION SWITCH SHALL BE LOCATED 48 INCHES ABOVE THE THRESHOLD OF THE DOOR. 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEETTHE APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: 32' 0. 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS ARE SECURED,LOCKED OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER 3'-4" 6" WATER LINE SPHERE;OR 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8. ENTRAPMENT PROTECTION R326.5: STEPS :. CONCRETE WALL (SEE DETAIL THIS SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS, .as a �E..?„�""" £,.• SHEET) SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, I `"I( a :, *• 'w ;,;� :;;; SHALL BE PROTECTED AGAINST USER ENTRAPMENT. i NED AND INSTALLED IN ACCORDANCE WITH THE RE IREMENT F P { 1 SUCTION OUTLETS MAYBE DESIG QU S 0 CSC 15 USC 8003 AND ANSI/ F �,_ !177 E 1.v.-.. ,....,Y.,,,•• ESI ,YH..µ_.._ 1 ,! .:;€., =1 --1 .:- E<I _ 1? Ii• $ '-1.1_;=;=jl : .. I APSP/ICC 7,WHERE APPLICABLE. :1, I €i_ ,.. ; . ... ,, f. - .. ��• UNDISTURBED 1 E---!I�=III=� EARTH SUCTION OUTLETS R326.6: I I I• €13 " I "- I � CAST IRON FRAME & COVER UNDISTURBED €I , -- "'E �-€I =;II€ ..• 1 mi iI. :II :-::-€I1= E I E' _.I I I€ I € I IF UNDER PAVED AREA FINISHED GRADE SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS, EARTH �"I I I I I I I I� �I i E -€i I I= :E< SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, I I; I;°;:._I I€ I I ,,;;m ,,., _;_ €£ w e' MIN. - 12' MAX. 24• x SHALL BE PROTECTED AGAINST USER ENTRAPMENT. �; ) = Ik URSE _ LETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. BRICK LEVELING CO MIN 1 SUCTION OUTLETS iIl"=III.: ll .; I;:: :jli:;::;::'I :;::.:€ €I :+. I- I 2.POOL AND SPA SUCTION L {[( _ OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASME A112.19.8,OR AN 18 INCH X 23 INCH 2" SAND BOTTOM E' I - - - €E CONCRETE COVER TAMPED & ROLLED ' =°_ - E PRECAST CONC. COLLAR (457MM BY 584 MM)DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. AS REQUIRED MAX 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF PRECAST SHOULD GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST 8' 14' 6' 4' REINF. CONC. ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS: DOME 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR 4'0 PVC 2.AN APPROVED GRAVITY DRAINAGE SYSTEM. MIN. SLOPE 1/8' 4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A PER FOOT ® ® ®®� MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED INVER ® ®®0 SO THAT WATER IS DRAWN THROUGH THEM SI M UTAN IOU LSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR NON-SHRINK ®®0 PUMPS. GROUT 5.5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES SECTION A-A 3' MIN. SAND a AND NOT MORE THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER. F AND GRAVEL x COLLAR (TYP) 5 SWIMMING POOL AND SPA ALARMS R326.7: SCALE: 1/4" = 1'-0" a ALL AROUND N h Ll PRECAST > CONC. LEACACHINGHING APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006, H ~ RINGS SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS C3 SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE NOTES: 0MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. 1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 LdW11 6' DIAMETER EXCEPTIONS: RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R326. 10" TRACK FOR aH ;r 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346. 2.CONTRACTOR SHALL PROVIDE DEEP END SWIM OUTTO CODE. VINYL LINER5 15 11 2.A SWIMMING POOL(OTHER THAN A HOTTUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES 3.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL,POOL W 0- ZWITH ASTM F1346. EQUIPMENT SITE GRADING AND DRAINAGE FOR PROPERTY. VINYL LINER �A ' ° ° e. E ..- •; POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE € I ' • '. I J � "'"""" I .•••:.•••.•••.••• •• •; .••:.•••.:•:..• MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. •.:c::.. :Y b,.:;..;o:.• ,.o R326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE FOAM PADDING •• 3,500 PSI �.. •:..�..: ..:;,.:.•:.;:::. :: '-a '• SURFACE OF THE SWIMMING POOL. IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE e CONCRETE .•.•..• _3 ':..•:...•..••. .•..;:.,.• 4 3 '- z 6' MIN. PENETRATION SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED. tt INTO VIRGIN STRATA R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND • """"-I I" � t -""- N a ." OF SAND & GRAVEL POOLSIDE AND INSIDE THE DWELLING. ° GROUND WATER UNDISTURBED-- � _ R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS EARTH _ - SECTION. #4 REBAR TOP, I f I € 1 1/2"TO WASTE MIDDLE&BOT. ;NN' 1....... DRAINAGE POOL DETAIL 1 HAIR&LINT STRAINER 48" E NOT TO SCALE PUMP NO. DATE DESCRIPTION BY a W NOTES: OWNER: PROPOSED SWIMMING POOL FOR FILTER AUTO SKIMMER _,,.. 1JEFF & KATE MAY MAY RESIDENCE #4 REBAR 1. UNSUITABLE MATERIAL SHALL BE REMOVED UNDER LEACHING POOL UNTIL 6'MINIMUM HARD BOTTOM °° EVERY 2'O.C. PENETRATION INTO VIRGIN STRATA SAND AND GRAVEL AND BACKFILLED WITH SAND AND 3970 NORTH BAYVIEW ROAD I -VERTICAL GRAVEL TO BOTTOM OF BASIN. SOUTHOLD, N.Y. 11971 3970 NORTH BAYVIEW ROAD POOL DUAL MAIN DRAIN WITH 2.AS AN ALTERNATIVE TO THE DOME TOP,A FLAT SLAB CAN BE SUBSTITUTED WITH SITUATED AT BACK TO POOL HYDROSTATIC VALVE ° ° ' e I ..... APPROVAL OF THE ENGINEER. APPLICANT: AND COLLECTOR TUBE U:� I -' 1 JEFF & KATE MAY SOUTHOLD IN GRAVEL BASE I I €€E I "' 3.LOCATION OF DRYWELL TO BE DETERMINED BY OTHERS.THE DRYWELL SHALL BE 3970 NORTH BAYVIEW ROAD TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK ,•• .•F_•},,.,,;_ � I E_.i••„t'� 1 t�_„i..,,;E E.,�__.,,,,,,.I I 1 INSTALLED IN ACCORDANCE WITH ALL SUFFOLK COUNTY AND TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 S.C.T.M. DISTRICT 1000, SECTION 079, BLOCK 02, LOT 3.3 CODES/REQUIREMENTS AND SHALL MAINTAIN ALL MINIMUM SEPARATION DISTANCES. f SCHEMATIC PIPING ARRANGEMENT WALL DETAIL 4.ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0"COVER. SCALE: 3/4"= V-0" P NOT TO SCALE 5.COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. - HM ENGINEERING P.C. 6.THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND AND GRAVEL NOTES: CONTAINING LESS THAN FIFTEEN(15)PERCENT FINE SAND,SILT AND CLAY.SILT AND 1.WALLS SHALL BEAR ON UNDISTURBED SOIL. CLAY FRACTIONS ARE NOT TO EXCEED(5)PERCENT. P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR. PHONE (516)476-5392 FAX(631) 980-7671 3.BACKFILL MATERIALTO BE SAND,GRAVEL OR OTHER NON-EXPANSIVE MATERIAL. DRYWELL CALCULATION: EMAIL: HMARNIKA@HMENGINEERINGPC.COM = q THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE GAL.(47 CF)BACKWASH FROM POOL 70 GPM @ 5 MIN. 350 l U D O �' PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTED ABOVE. THEY DRYWELL CAPACITY=665 GAL.(89 CF) SHALL NOT BE REPRODUCED,ALTERED,OR'TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT DRAWN BY: HM DRAWING NO.: WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. TRU COPIES HAVE DESIGN PROFESSIONALS DATE: OCTOBER 08,2023 THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, RAISED SEAL AND SIGNATURE IN BLUE S-101 17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF