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HomeMy WebLinkAbout47631-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 #: 47631 Date: 3/31/2022 Permission is hereby granted to: Cutrone, Paul .___...........__ ............... 114 Roosevelt St ._.._... ... . _ _. Garden City NY 11530 To: construct accessory in-ground swimming pool as applied for per DEC & Trustees approvals. At premises located at: 940 Marratooka Ln Mattituck SCTM #473889 Sec/Block/Lot# 115.-3-17 Pursuant to application dated 3/1/2022 and approved by the Building Inspector. To expire on _9/30/2023. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 ............................................. Total: $300.00 t_ Building Inspector w� i0� 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 litt) :L/'L! ,.sotitil())dtowLiii Xo Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only , jJ PERMIT NO. � � Building Inspector: .......... 01 Applications and forms must be filled out in their entirety.Incomplete BUILDING Opp 4Y7°0 applications will not be accepted. Where the Applicant is not the owner,an TOWN OF aOO Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: V� SCTM# 1000- Project Address: Phone#: 3 �� Email: I (4 Cc�cM N Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email: Ca DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: __LEmail: CONTRACTOR INFORMATION: Name: rNL Mailing Address: qj:vo P�Tln - "T " o—c—K Phone#: Email: a tt DESCRIPTION OF PROPOSED CONSTRUCTION ❑New SLrUcture ❑Addition ❑Alteration EIRepair F]Demolition Estimated Cost of Project: Will the lot be re-graded? ❑Yes rNo Will excess fill be removed from premises? es ❑No 1 PROPEfrrrl ow' AT14{y Existing use of property: 7ror~i ,�C Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions wi this property? ❑Yes riNo IF YES, PROVIDE A COPY. ChRow x36o/fheflown code . YA. , ordbame ,cttbeTorYn of �� etaoxmftlaoiawoft 00 sddlLlonr, w ,c hoeing code and°m4ukaom PuMsh*t 8118-00011 A mi or0,4*wow are Application Submitted sprint no OeTli 611 ulthorl ed Agent ❑Owner Signature of Applica I a Date: STA COUNTY OF A:S6 IMS ���t��`�` eing duly sw ,deposes and says that(s)he is the applicant (Name of individual signing contract)above name (S)he is the , of said owner or owners,and is duly out sized to pperform orhaveporate irme etc,) have performed p d the sal work and to make and file this application;that all statements contal d in this application are true to the best of hisA knowledge and belief; and that the work will be performed in t manner set forth in the application file therewith. Sworn before me this -day of 20 2-2 . � " rt�tary � �8EY L. YER NOTARY PUBLIC,STATE OF NEW YOnK �w � ° m NO.01DWG306900 �` .�„i 1 �1 � QUALIFIED IN SUFFOLK COUNT (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30, )!A Lresidin at 7p A-e` l do hereby authorize ”` ^" _X 14 C to apply on my behalf to a Town of hold Building Department for approval as described herein„ Owner's Signature Date Print Owner's Name 2 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10039 DATE: DECEMBER 15,2021 ISSUED TO: PAUL& CHRISTINA CUTRONE PROPERTY ADDRESS: 940 MARRATOOKA LANE MATTITUCK SCTM#: 1000-115-3-17 AUTHORIZATION � } Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 15,2021, and in consideration of application fee in the sum of$25G.00 paid by Paul&Christina Cutrone and subject to the Terms and Conditions as stated in the Resolution, the Southold Town'Board of Trustees authorizes and permits the following: 1 Wetland Permit to remove a 377sq.ft. masonry patio and maple tree; construct a 16'x40' r ' I swimming pool and 1,160sq.ft.masonry pool patio; and to establish and perpetually maintain a 20'wide(max.),approximately 1,414sq.ft of non-turf buffer area between the wetland boundary and the existing wood and wire fence; establish and perpetually maintain a 5'wide, approximately 486sq.ft. non-turf buffer landward thereof,to be planted with native plantings; and as depicted on the survey prepared by Lisa McQuilken Land Surveying,received on December 15,2021,and stamped approved on December 15,2021. „ :w IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 15th day of December,2021. dx ft .. " xlsa + ` � Gre_"g Wil 1 ms — Absent w f f a p ,,,1 re c4 s W 0 CL!P4 0 ij n W rn pr e to ++ Ln m a o p+o a 0LL_LL, *+ �+e' X i oo Z Ln Q 3 � m m 0 oO (,, Si 2 W V A< w c� ren I,r (30L1 010 S a " _ 0 ��.�w `✓ � w r ° 0.o J "��,w'°� ��,�'rx�am`� �„�„ ...w"""•"M � � O� � � i Ula 9 Cr ts P. m o Q F 0 rte. y� N ZR"ti N R7 r„.•, .c-" ,ryy 'a qua (+ 79 mj W° ""o$ � / MtT 40 EM OZ A v�Flwfa�uw�c�� e�R ilii-gaili lo'li l; V;z C- vo® lie CS'.; H IH< en�smg ,21gz� '' z FPEI a=oa's9 ye 9 LM P4 P-4 W 0 0 w. oz, R 5z en 7X0"0(7gj), .69 VARAIN Xha c"I cq 9NOIS alls000l HAAO 10 CIO ^1J Ob oto MN AHOIS IWO dUs L9 04 ani jo I 01'.Vd \. nu Py OSM ✓ pal MO'dJV SAM 8.1 ww auMun r' it 40 Or wo 01) cr ... rr�l INA. T 2�7 General Antes v?�/ 9; Zi o- General sides and ends.The over excavation at the pool bottom is minimum 4 2.Electrical and plumbing installation comply with the respective �i n The swimming pools and spas consist of one-piece fiberglass inches(102mm).The backfill for the pool or spa bottom is a layer of codes in effect at the construction site. construction shop-formed over a mold.The material is fiberglass 3-inch-thick(76mm)bedding sand or ia"clean gravel matching the 3-That all pools are installed in accordance with manufacturers reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, pool or spa profile. recommendations. wcomposed of isophtalic resin,vinyl ester resin,and fiberglass.The This backfill layer is compacted using a manual tamper and water. 4.The pools and spas produced by Viking Pools Northeast,Inc.176 -0 n_ surface finish is a neo pentyl glycol gel coat Viking Pools produces The pool or spa is then set into place using a crane,excavator or Viking Drive Industrial Park,Jane Lew,West Virginia;Viking Pools Q various styles of swimming pools and spas.When installed in manually and be within 1 inch(25mm)of level.Simultaneous waterfill Central, Inc.,10600 West Interstate 20 East,Midland,Texas;and accordance to Viking Pools installation procedures,the pools and spas and backfill operations then commence.The backfill is compacted with Viking Pools,Inc.,121 Crawford Road,Williams,Califomia;Viking -a spas comply with-applicable requirements of the following codes: a tamper and water.The installer must ensure that the backfill level Pools Southeast,40119 Country Road 54E,Zephyrhills,FL are tv ` 15/2018 Intemational Building CodeO(IBC) and water level are approximately the same throughout this procedure. manufactured under a quality control program with inspections by N 20 International Residential Code(I RC) p(. � After completion of the backfill and plumbing,the decking is placed. Columbia Research&Testing Corporation(AA-527). E 1997 'orm Building Code(UBC) Decks are prepared as indicated in Figures 1 through 4: caZ BOCAD N ' nal Building Code/2003(B C) 1.Cantilevered concrete decks are constructed as noted in Figure 1 in 2018 Intematl al f Plumbing Code® C) all cases. U N 2012/2015 IAPM niform Plumb' g Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted p O 2012 ANSI/APSP/I 5 Resi tial Inground Swimming Pools Figure 2 in all cases. v 2014 ANSI/APSP/ICC-3 anently Installed Residential Spas 3.Raised bond beams are constructed as noted in Figure 3 in all 0 and Swim Spas cases. 2013 ANSI/APSP/I -7 Suction trapment Avoidance 4-Aboveground installations are constructed as noted in Figure 4 in all 0 co 2011 ANSI/AP -16 cases. U p 2018 Inte onal Swimming Pool and Code- Barriers are required where pools are on premises of UBC Group R, (ISPS CC) Division 3,Occupancies or IBC Group R Occupancies.The barriers 200 ANSI/ASME-A112.19.8 - —-- must comply with Appendix Chapter 4,Division 1,of the UBC or 14/2017 National Electric Code(NEC) Section 3109.4 of the IBC 2015 Uniform Swimming Pool,Spa,Hot tub Code(IAP 0 Expansive soils: 41 The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following 1 and Table 4.The units comply with ANSI/NSPI-5,specified in additional installation details must be followed subject to code official's ^ Section AG103.1 of the IRC,and IAPMO IGC-2000',specified in the approval: UPC. - - . .. ... _ v CD 00 Models described in Table 2,Table 3,and Table 4 can be placed up 1. All surfaces adjacent to the pool or spas must be excavated to a Cq " N to 19-1/2 inches(49.5mm)above ground;-These-pools and spas may ---minimum-depth of 12 inches(305 mm)beneath the pool bottom and n � r ti CO CO ' be placed with or without concrete or wood decking-Unless elevated minimum 6 inches(152 mm)behind the pool walls. E C E � �'1 E � 4 °' ul) co portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose soils exposed by step 1 must be removed until ® U) co co v ih etc.,these portions must be coated with a UV-inhibiting opaque paint exposed material is solid.If the soil is still soft and loose,the upper 6 that is compatible with the laminate. inches(152 mm)of all horizontal excavation surfaces must be scarified O C T `O�� W All plumbing must comply with the IPC or UPC.Electrical work must and compacted with mechanical equipment.The compacted surfaces ® (1) C? X m comply with the code in effect at the construction site.The pool and and the excavated wall surfaces must be maintained in a moist BUILDING DEPT ® A � u- m LL spa must remain full of water at all times.A permanent sign,bearing condition until the first lift of backfill or fill is placed against the surface. TOWN OF SOUTHOLD o M rn M the following statement,must be attached to the pumping equipment: The term compaction implies any method necessary to consolidate the corn ti Notice-The pool or spa is designed to remain full of water at all times. native and fi ll materials to keep the pool or structure from settling. Z 00 0 rn co co The pool shell may be damaged if the water level is allowed to drop 3. The excavated bottom area of the pool or spa must be backfilled }, co rd— r below the skimmer.When appreciable draw-down is noticed or if it with granular import material to approximately 6 inches(152 mm) L o 'IT rr' co becomes necessary to drain the pool or spa,contact Viking Pools or its below the bottom of the pool or spa,wetted and compacted. Reviewed by: m �_ Q p Cco CO D (D - v dealers for instructions. 4. The remaining 6 inches(152 mm)must be backfilled beneath ® > a) ui A permanent label must be installed adjacent to the above sign the pool or spa and outside the pool walls with compacted clean Columbia Research&Testing Z r- ai ili c indicatingthe Viking Pools dealers name,address and telephone 10140 Starr Road,P.O.Box 933 0 a = t a g p granular import material.The pool or spa must be filled with water as Windsor,CA 95492 a number. backfilling progresses to a level equivalent to that of the backffll.The Phone/Fax 707 495-0420 a backfill must be placed in compacted layers of approximately 6 inches r .-, X Q LLL Installation Procedure: (152 mm)while a uniform height of backfill is maintained around the [AS and ICC/ES Approved Testing Laboratory ® U Viking pools and spas may be installed without a soil investigation by a pool or spa. �j 9 9 P ( ) J 9 9 Y P p ® Seal: ((�� registered design professional RDP,subject to the building official's 5. Positive surface drainage away from the erimeter of the pool jr--- � J � E L approval,provided none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly F > co �+ t the site: expansive soils.Surface area drains and surface drainage s al ATI KI N G POOLS � LJJ U N 1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation tioio n pool or spa excavation. of the soil around the perimeter and vicinity of the pool to prevent THE STANDARD of FIBERGLASS U 2.The existence of an uncompacted fill in contact with any portion of excessive shrink-swell or volume changes in the soil. the pool or spa. r F NEW�0 3.The existence of any soil types with an angle of repose that will not Identification: ° support the walls of the excavation at desired slopes. Viking Page 1 s General;_Notes '� DEiE PP p g pools and spas are Identified by the following information R/I- �f- 9 1 P Y proposed P P P P P P P Ex anshe Soils `� Od, 4.Danger to adjacent structures posed b the ro osed pool or spa imprinted on the to step of the pool or a:manufacturers name P age 2 Tables 1-4 a. ,. ri location. (Viking Pools)and address,pool or spa model designation,a coded Page 3 Figures 1 4 .r j 5.The existence of any cracks or openings in soil that would not serial number and the evaluation report number(ESR-2014). page 4 Pool,Models confine sand or trz"clean gravel bedding. The units also bear the label of the quality control agency,Columbia �- Research&Testing Corporation(AA-527). Page 5 Pool Models Continued Page zIf any of the conditions above is encountered,excavation must cease Hydio Zone'Models w immediately.The specified conditions at the site must then be reviewed Findings: That the fiberglass one piece swimming pools and spas are Page 6 Spa Models j and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 P_age 7" 'AltethatiV Recirculation Syste"ms o_ approve the RDP's report before work is completed. subject to the following conditions. The pool or spa excavation profile must coincide with the contours of 1.The construction and pool/spa installation comply with this report E the pool.The over excavation is minimum 6 inches(152mm)on the and the manufacturer's instructions. Length,width and depth may vary up to 3%-all Of 7 z dimensions are to outside edge of coping,measured from parallel lines. ri N co a TABLE 1— POOLS > •eo oa ® e •. .�o r TABLE 3— SPAS Acapulco AC 16'x 39' 3 6" 6' 16700 500 4 Type 0 e o a Aruba; ARU 11`x 22' 3' 6",5 , ` 3200 177 5 Type Baia SFF 11' 10' x 25' 3' 8" 5' 6" 9000 229 5 Type 0 M s o _. � tic M 10'x 10 3 4 550 64 6 B R., Raw". - - Barcelona A .. 16,.x 38 .... 3=6.r ..7 _. <. . >_.. _ �.:<. _:- � :, �: (n ..,�._.,...._,.,. .. -._._:._ _..>. ._ . .._.,..._ .�,,..,:: : x ,:,..::.,. ..,„18500 ,518 e0_.._._ _._.. . . ....._ : . •,,::- 5:TYP,_ ,�-:.: N1yst�cSPlllover._�MSW ,.w 10 x il;.,. .: 3_4 . -.,:,.: _aY±, _550 . .:64 ..�,.::� >6LU Bermuda AL 12'x 26' 3' 6' ,5' 6' 7000 226 5 Type 0 Placid BOS 8' 4' x 8'-4 3 475 45 6 r. $' 0 Cancun CC 16'x 35' 3'-6",6'-6" 14000 397 4 Type 0 Regal RG 8 x 10' T-4" 600 52 6 - Cancun Type;OISpillo.,._._. Caribbean MR 16'x 40' 3' 6"-6'-6" 17000 468 4 Type 0 Royal R RY 8'x 10' 3 4 600 63 6 l 4", Chesapeake CP 12'x 31 3 7',5'. 10500 292 5 Type 0 Shasta LRS 7'x 7 3' 4201 31 6 _:.;.,, -»;'.: , , . - .. ,:.. . ,.:,.._, : < SbastaS illover LRSSW : 7•:x8' _, 3 - �, - �,`6 Caare.moPt.,,,-. V. .,14 x 33,; -� -_3,7.•,.,..5 4..,. ;. :;:11700.: ..,_;416 _.,_,:. .5.Type� <-:, _._ .P_._.... _,. ,..._._.__. ._...- __ ._.._,. __.._.. .,_ ._,..... _ _.420 _;31 ._s....__._ Clearwater SP 10'-11"x 20' 3' S",5' 3600 165 5 Type 0 Superior Y CS 8 x 12 5" .31 700 -73 6 ,.:...- :.. , .,-. , ,'.:: . :. � ._< _,.. ,:;:r4. ,•<< Su enorS illover.:CSSW ; - 3' :; °7D0 13000 Tahoe LOS 7 6 x7 6 3 450 37 6 - - Delray B 11'-10' x 25'5 4 6" 8100 264 5 Type 0 Error ress � FR12� 12'-:x 26' . ,> 3 6, 5,_8„ f ..600 :, -:2 s =• _ ,: _ _. P....__.._ . :.- _:_._ ....�_.._ -,. . ._ . ,,:_.. . `.:;` _, .,. °. .. - - - -_„3 - _. . .- Hermosa VFTL 6 10 x 10 7 10.1200 50 6 p � Fiji FJI 15'x 34' 3 6',6' 12000 375 4 Type 0 5emic'irde TSGT 8' 16 F-'.1D' 9 Freeport12':x75' Type 0 �J Gulf Coast GC 15'10"x 39'-7" 3'-5",7'-11" 19600 506 4 Type I Gvlf,Shore ; = GS 15'`7"x34'8 3'7 ,,:5'.10 E15000 423 4T Island Breeze II BN 16'x 40 3' 6' ,8' 22000 585 4 Type I �r c� — ti co co r Cq - Jamaica LD 9. 30.x 19.,9, 3 2 5' 375�1 13,8 -SUM � m n ����-t� JJti1 Co Key West BFF 12'x 25 7" 3 7",6' 9000 230 5 Type 0 co ti LU o o ^ o I co Laguna LG IV x30 3' 6" 6' 10000 310 5 Type 0 TABLE 4 POOLS �— Ccn, v �co 'n v ' .- - r� x 14'x 3Q 4 6 9000 '- Laguna Deluxe. LGX 300 4 Type 0 M LL Lake Shore CD 16'x 33 3 7',5'-5" 15000 480 4 Type 0 Ma es FR14-: , 14'„30 3' 6';6'• 1120 377 5 T` e 0_" co ° rn J....tY , .. _yP._ _ . '00 O D D 0 0 d- ^ W Malibu CRUD 12'x 26' 3'x 4'-7 4400 209 5 Type 0 HZDXL WGDXL: -182800 ,127 6 ,. HZE WGE 8'-G"x 18' S' 3600 127 6 �n 3 4 4: .,.. 230003 =.51ype,Qr_:' I ID Mediterranean BP 15-8 x 38 3 7 ,5 O 11 17000 512 4 Type 0 0L Co v 4'. _ 2450, 135 5 TYPe.Q Z iu c �I ® � o � � o Monaco AT 16'x 40' 3 8 8 21000 585 4 Type 1 n o 2 QMontego MT ._ 14x35 3' 7 ,.5 Z 12400 388 4 Type 0_ , J Ocean Breeze OB 16'x40 3' 6",5 8' 18900 585 4 Type 0 ® w U Oceania BHGI•. 16'.x 42' 3',T 516 5 TYPe 9.,•:: J 3 -� ui ( .. ) 4 6',.4 6 _ Varies Vanes 4 TYPe�:.. TABLE 2- POOL L Olympia FR16 16'x35 3 6 6-6 15250 510 5Type 0 A Panama I BL 12'':x 35, 39' Panama II BL 12'x(35'-45') 4' 6",4'-6" Varies Vanes 5 Type 0 = N ,. m Poseidon PS: 16'x 40 3'..6' ,�' 17504. ; 5.38 _. ., 4 Type 0 °_ U Rockport RP 14'x 30 3' 7' ,5' 11" 12800 314 4 Type 0 ST :,, BFF•. P "^_` NEWj, Santa:Barbara RS: 3. 6",6' 6', 125ICU 00, _ 326 4 Type 0 a' nfl rK cnn ��OE OtE p�,� Sea Breeze K 14'-8"x 33'-9" 3' 5',8' 2 16000 378 4 Type 0 ox� Lsi3s r C^ > St Lucia CM:; 12'=3"x 23'}11" 3' 6 ,5. 6000 ; 211 5 T e 0 B Lc I n St.Thomas L 14'x 31'-6" 3'-7",7' 13700 396 4 Type 0 cc re- St. .. X Trinidad TND 16'_x44 > 3' 6',7 193D0 562 4 Type 0, r Page r Triton TN 14'x W 3' 7,5'-11" 13500 338 4 Type 0 � � F w Tropicana MP'.;;. ,. 9'-6' x.14'.6„ 4 ,.4 250q_ z Type Valencia ST 14'-4"x 27'-7" 3'-7",5'-10" 10000 288 4 Type 0 Fleg ( � a � Venice .. ., •'; TGEtV,. . 16,r;40 2°,,'; .,, ,... 3,10', S' 6" , 16000, - . 553 5 Typel z CU of 7 C7 cb r FIG. 1 Length,width and depth may vary up to 3%-all a dimensions are to outside edge of coping,measured co TYPICAL CANTILEVER CONCRETE DECK from parallel lines. ti 6"X6"-W1.4 X W1.4 N 3'MIN. WIRE MESH OR �d REBAR NO.3,ON 2'O_C. 911 EACH WAY. a > SLOPED 1/4"=1' co 12" a e — I I � 10" O III-III-II ' z II I I�10 1/4"GALVANIZED FOR CLAY CHAIN (ADOBE) 3 THICK COMPACTED SOIL ONLY_ FIG.2 SAND(TYPICAL) - 4"MIN.THICK COMPACTED CONCRETE DECK — GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE I: (ADOBE)SOIL ONLY. STONE DECK 6"X6"-W1.4 X W1 A SAND OR 1/2"CLEAN GRAVEL WIRE MESH OR T MIN• REBAR NO.3,ON 2'O.C. FIBERGLASS EACH WAY. --I 6" — POOL SHELL SLO ED 1/4"=1' 0 ° I_ 0 U 12" �} I III-1 I I I CI I�I I � 10" I I r 1 00 FOR CLA 1/4"GALVANIZED (ADOBE)Y � ' M m ti - -- - - - - CHAIN SOIL ONLY. �'G.r-� 6 in c CP I- 3"THICK COMPACTED M ci SAND(TYPICAL) U) co Z II�IF 4"MIN.THICK COMPACTED W o "C23 ^y FIG.3 _� GRAVEL FOR CLAY o M I: (ADOBE)SOIL ONLY. ® X v V m TYPICAL BOND BEAM ,0 � cc LL SAND OR 1/2"CLEAN GRAVEL ® ® � LL CONSTRUCTION r 16" I— FIBERGLASS n- E o � M LL °' POOL SHELL ' : '001 rn t; BRICK,FILLED BLOCK, T MIN. 0) � 4 9 L h OR POURED CONCRETE 8" BACKFILLED DIRT O o N o 2 a c) v S v © N Z c ui c x - \�� REBAR N0.4,ON 2'O.C. ® Lt. t p o x- MAXIMUM } EACH WAY. a J- a a } dX< ® \V i `) FIG.4 mn\��\\� . I LX X X �— > Q) 5 12" II " TYPICAL ABOVE GROUND INSTALLATION W c — — Q f —I II' -III=III=1 Rlp� U _ 3"THICK COMPACTED 1 III SAND(TYPICAL) F 4"MIN.THICK COMPACTED MAXIMUM NEW I,,1 I- GRAVEL FOR CLAY 191/2" OPTIONAL DEE,Q �Q m F' A ND DIRT ` u_ I I (ADOBE)SOIL ONLY. WOOD DECK Gj � � �� UND POOL t �P X i SAND OR 1/2"CLEAN GRAVELROX.6" �. 4�,:0.. 'i z FIBERGLASS i �a�e6„ I I I I I I-1 II-w POOL SHELL RGFES GAP 6" [L3of 7 0 44' ' FF, 39'-7" ao 40' 40' r o j > I z t W TRINIDAD-TND I GULF COAST-GC Monaco-AT OCEAN BREEZE-OB POSEIDON-PS O 19,300 gal.approx 19,600 gal.approx 21,000 Gal-Approx. 18,900 gal-approx 17,500 gal.approx. i 40' 38' 35' 39' C9 I i - I I 3 2• o u') CO (V - zo ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K I ACAPULCO-AC 22,000 gal.approx. 17,000 gal.approx. 14,000 gal.approx 16,000 gal.approx 16,700 gal.approx. co -------- ---- - ------ --- -- 34'-8" 35' AVAILABLE TO 39' v) O � ti �A rn m 40' I 29'-8" IN LENGTH �iY C rn `n Co � r- r E r o W M m in y. aJ _ O Cc, C'Q ap �o � I � ADD®�, > m I I 4 ® LCLU >� o i m m 1 I I I I n C) � M ti I 3 s I GULF SHORES-GS 3 7 MONTEGO-MT 3 7 ILAGUNA DELUXE-LGX PANAMA I-BL °�' 2 . CARIBBEAN-MR Co r- 15,000 gal.approx 12,400 gal.approx 9,000 gal.approx. Gallons Vary L o M m m 9 17,000 gal-approx. o 0 a M v m- 3 2 E L!_ c J o I 30 31,_6,. 30' 30. 0 n s d X QLLLL. w 3'-7" I B B U SANTA AR ARA-RS ST.THOMAS-L TRITON-TN ROCKPORT-RP 12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.approx. cu CF NEVI; j 34' 33' 27'-7" LL 16, page C'� , Z i J 3 6 ui I in 3_7,. VALENCIA-ST E FIJI-FJI LAKE SHORE-CD 10,00o gal.approx. KINGSTON-AP Of 7 m 12000l, gal.approx. Z 15,000 gal.approx 17,500 Gal.Approx , 0 a v '-1" n 31' 25 r I 26' I 24'_10^ 25'5" N N N _ J CD 0- O > I I I `° 13-8 rn I— CHESAPEAKE-CP FREEPORT-FP BERMUDA-AL BAJA-SFF I DELRAY-B 7,000 gal.approx. KEY WEST-BFF Z 10,500 gal.approx 6,000 gal.approx 9,000 gal.approx 9,000 gal.approx 8,100 gal.approx ' a m23'-11" 26 36' 30' E 14'-6" I 19'-9" i S G 0 2 V N (V (O (+J b m m E .m 3'-6" L in 4'-1" 3'4 7 v � CD o ° m ST. LUCIA-CM TROPICANA-MP I 3 6 O m 6,000 gal.approx 2,5PI al.approx CARMEL-FF 3A75MOAalCappro w — MALIBU-CRUD g CAMBRIDGE-LN 12,000 gal.approx g 4,400 Gal.Approx 3� m 18,000 gal.approx FOE 38' 0 r 20' 30 16' 22' I 33. � N I r �ti ti o � CDr m y—A �/ to c� t V OHO Cl) °° VJ �� Co � m CU [o - 3,�„ I - 3'6" 3'6„ I 3 7 ® m �i a I 3,5„ '° ti M m x CLEARWATER-SP MAUI MTK Aruba ARU j ® rn 3s prox oo al.a LACUNA-LG 2,300 gal.approx. 5,200 Gal.Approx. Barcelona-BAR CLAREMONT-V q� �L, o a � rn g P 10,000 gal.approx. 3'-5" 18,500 gal.approx 11,700 Gal.Approx. CD m co ti v , ch Co co � ti 11 i- O V ch AVAILABLE TO 45' O s o N o 35' _ a v v 00 I IN LENGTH v _� 26'� 35' 1 fi�� ® Z c ai � o L O L _o y� a -� n N ! O X LL 3'16" 6��6" 3��6 5�g" 1 I 4 MILAN-CTL E J L j PANAMA II-BL 6�_6„ 3' 4'-3" 2,450 gal.approx Ca W C -0 _ Q Gallons Vary OLYMPIA-FR16 EMPRESS-FR12 1 �� cs 15,250 gal.approx. 7,600 gal.approx. U N CANCUN DELUXE-CCX 4:� C) 11,500 gal.approx. 0 42' 40'-2" 34' 30' I t � E>A/r a I I .EE,,c ti m 16 C° 15 C-I) �. Page LLJ z cc E 0 3 7' 3' 6' 6,!6„ 3 16' 6, a t 1 3'-10" ! OA 7 - zo Majesty-FR14 ROFES O N Oceania-BHGI 11,200 gal.approx. � 1s,30o Gal.A rox. Venice-TGEN Coronado-BHBI Of 7 Z o m pp 13,000 Gal.Approx. LD w 16,000 gal.approx. u __ _ M + 10, 10 7-6 7 m co --------------- ' O PLACID-BOS REGAL-RG TAHOE-LOS SHASTA-LRS MYSTIC-M Z m 475 Gal.Approx ROYAL-RY 600 Gal.Approx. 450 Gal.Approx. SUPERIOR-CS E 600 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx 550 Gal.Approx. co m n 10' n o 10, 7' S o g.�.. 10' 7-6. oo m I I I > o, n� I o I 90 2' I co - � m m� 111 0 m 3 0 1Q 3' �.3' 7 EO 1 V m m PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY-LRSSW MYSIC SPILLWAY-MSW dr 475 Gal.Approx. 600 Gal.Approx. 600 Gal.Approx 450 Gal.Approx 700 Gal.Approx. 420 Gal.Approx 550 Gal.Approx. CD co —- -- ------- - ti a, � - rn c —16 CO 0 N io7 � " v LL co co L �p � J 0EL- � � v � 10" >- SEMI CIRCLE TANNING LEDGE -TSCT HERMOSA-VFTL ® Z a. 400 Gal.Approx. 200 Gal.Approx. ® o o t O � aQLL J � (� J ca � i > (iS N C) N 18, 18cc ca ® co NEB`mCy 7E 'Q 5 F��rn r i^ Page 3'-2' aai 6 POOL-HZE POOL-HZDXS w 3,600 gal.approx. 2,800 gal.approx. o- �o'QOFf` p�P E Occ f 7 z LL 0 a j r` N SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS D_ DEBRIS REMOVAL SYSTEM ' > SUCTION OUTLETS IN SERIES 2-90'ELBOWS ��\,LOW �\IHI VENT COVER V V V V W BE GUTTER DRAIMAY (OPTIONAL)DEBRIS , CONTAINMENT CANISTER 0 Z WATER LINE TO PUMP ANTI-VORTEX /^�\ - 2ND DRAIN SUCTION OOR IUTLET) `� �� 1Y,-O VENT LINE (SUCTION OUTLET) ( 2"0 OR LARGER CIRCULATION LINE HI LOW i 1 i-p FILTER ATMOSPHERIC VENT PIPE LENGTH MINIMUM=16'MAXIMUM=30' 18'MIN 24MAXC L EQN LTOLINE CIRCULATION LINE PUM OUT TO OPTIONAL WATER FEATURES)OR SPA i1 m r - GENERAL NOTES Co STANDARD NOTES: O Co co N 1.USE2-SC LEGEND C7 (3) ti 1-THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. r 1- cn C') f ---- ---"''- 2 DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE. & 00 2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2O16 CALIFORNIA BUILDING CODE 3.CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS ` 4 � 3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. MORE THAN IB•ABOVE WATER UNE. )� FIBER OPTIC LIGHT TJOINT /f DO C") I� 4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI)ASME-A112.19.8-2007 AND DRAIN COVERS MEET THE 4.KEEP VALVES WITHIN 6 OF THE PUMP ANDIOR FILTER CoVl DO C.0 t'- Lo -- I REQUIREMENTS OF ANSUASME A112.19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND 2013 ANSVAPSPACC-7 SUCTION ENTRAPMENT SKIMS 3'MAIN DRAIN I AVOIDANCE. (D , (::) � 5.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE.FOR METHODS AND „> RETURN or 3-WAY VALVE L- Do v v X I� MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON FILE WITH THE BUILDING DEPARTMENT. ���� ® ® c7 X 6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. » PLUMBING -0 � LL 7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES SPILLOVER � OF MERCURY IN 3 SECONDS C3 CD 0) M 0) 8.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM Do 1 rn f 9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM ISAN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. 0) z a40 co co 0) CO co I• ti L 0 o d C7 CV O c2 v C0 � SUGGESTED DETAIL Z v dj O C C O VENT COVER MAY BE GUTTER ® f t D- = 0_ DRAIN SUCH AS HAYWARD ( MODELSP-1019 fn O Q r LOVER MUST COMPLY WITH h ANSI/ASMEA71219EM) ® -1-� SUCTION OUTLET Reviewed by. \ E V� (MAIN DRAIN) 2-90°ELBOWS 1 •--( cO o1 �a�tEs � E : o n 4A ENO •0 E CV ,J (t3 c L o_0 5� 2"T 12'MIN > O MUM DISTANCE Q Z`o TOVENTTEE cc m SUCTION OUTLET �- Y0 CONNECTION=1' I FINISHED GRADE cc CO G (MAIN DRAIN) Y 0 U N E /� Seal: � ALL SUCTION 1y"0 VENT LINE/ 4=L o.12 PIPING Y0 'vim"'"""'"' o ALL VENT 2'0cu O uj PIPING IX- 1I N n P (0 DO co �- m E C, y.O NOTES: '= ALTERNATIVE SUCTION OUTLETS SYSTEM .K MAY INCLUDE I ON THE BOTTOM AND ONE ON Page OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON •� 7of VENT TO ATMOSPHERE 50 VENT TWO(2)SEPARATE VERTICAL WALLS CWILL NOT BE BLOCKED BY DEBRIS,(y INSECT INFESTATION,ORD- MICROBIOLOGICAL CONTAMINATIONId DUAL BE UCTIONTALLED ION ACCORD WTH 2D16 E WF TH O TIONAL ATMOSPHERIC VENT SYSTEMFEE 7 z Li< NOTES: " 1. DIVING BOARD TO CONFORM WITH ANSI/APSP/ICC-5 SEC 6 2. NO SOIL DISCHARGE PERMITTED WITHIN 4 FEET OF EXCAVATION 3. POOL MUST BE SURROUNDED BY A CONTINUOUS BARRIER CONSTRUCTED IAW REQ.OF SEC 326.4.2.1-R326.4.2.6 OF THE NYS RESIDENTIAL CODE(2020)AND ALL SECTIONS OF THE SOUTHOLD CODE 4. WALLS MAY SERVE AS PART OF THE POOL BARRIER AS PER SEC 326.4.2.8 AND ALL WINDOWS HAVE A SELF LATCHING DEVICE 5. ACESS GATES SHALL COMPLY WITH SEC R326.5.2 OF THE NYS RESIDENTIAL CODE(2020)AND BE SELF CLOSING,SELF LATCHING AND BE SECURELY LOCKED WHEN POOL IS NOT IN USE OR SUPERVISED. ALLL GATES ARE TO OPEN AWAY FROM THE POOL AREA. 6. DURING CONSTRUCTION THE CONTRACTOR SHALL ERECT A TEMPORARY BARRIER AROUND THE EXCAVATION IAW CODE OF THE TOWN OF SOUTHOLD. 7. POOL MUST BE EQUIPED WITH AN APPROVED POOL ALARM CAPABLE OF DETECTING ENTRY INTO THE WATER AND SOUNDING AN AUDIBLE ALARM WHEN DETECTED THAT IS AUDIBLE AT THE POOLSIDE AND INSIDE THE DWELLING.THE ALARM MUST BE INSTALLED,MAINTAINED AND USED IN ACCORDANCE WITH TEH MAUFACTURERS INSTRUCTIONS.THE ALARM MUST MEET ASTM F2208"STANDARD SPECIFICATION FOR POOL ALARMS".THE DEVICE MUST OPERATE INDEPENDENT(NOT ATTACHED TO OR DEPENDENT ON)OF PERSONS. 8. POOL SUCTION FITTINGS(EXCEPT FOR SURFACE SKIIMERS)MUST BE PROVIDED WITH A COVER THAT CONFORMS TO ASME/ANSI Al12.19.8M OR A MINIMUM 18"X23"DRAIN GRATE OR A CHANNEL DRAIN SYSTEM.POOL CIRCULATION SYSTEM MUST BE EQUIPTED WITH ATMOSPHERIC VACUUM RELEIF.SUCH VACUUM RELIEF SYSTEMS SHALL CONFORM WITH ASME Al12.19.17 OR BE A GRAVITY SYSTEM APPROVED BY THE TOWN OF SOUTHOLD. POOL SALL BE PROVIDED WITH A MINIMUM OF 2 SUCTION FITTINGS OF THE ABOVE MENTIONED TYPE.THE SUCTION FITTINGS SHALL BE SEPARATED BY A MINIMUM OF 3'AND MUST BE PIPED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP(OR PUMPS).VACUUM/PRESSURE CLEANING FITTINGS SHALL BE IN ACCESSIBLE POSITION, MINIMUM OF 6"AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR BE AN ATTACHMENT TO THE SKIMMER/SKIMMERS. A REQUIRED POOL ATMOSPHERIC VACUUM RELEIF SYSTEM SHALL BE INSTALLED AS PER NYS RESIDENTIAL CODE R326.6.3(2020)AND IN ACCORDANCE TO TOW CODE 9. ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 70(NEC), PRINCIPALLY ARTICLE 680 AND THE NYS RESIDENTIAL CODE SECTION 4102 THROUGH 4106.ALL ELECTRICAL DEVICES MUST BE APPROVED BY UNDERWRITERS LABORATORIES AND BE PROTECTED BY A GOUND FAULT CURRENT INTERRUPER(GFCI).CURRENT CARRYING ELECTRICAL CONDUCTORS EXCEPT FOR THOSE PROVIDING POWER TO POOL LIGHTING AND POOL EQUIPMENT SHALL MEET THE SEPARATION REQUIREMENTS OF TABLE E4203.5. ALL METAL ENCLOSURES,FENCES OR RAILINGS NEAR OR ADJACENT TO THE SWIMMING POOL THAT MAY BECOME ELECTRICALLY CHARGED DUE TO CONTACT WITH AN ELECTRICAL CIRCUIT SHALL BE EFFECTIVELY GROUNDED. 10. WATER SOURCE FILLING THE POOL SHALL BE EQUIPPPED WITH A BACKFLOW PROTECTION DEVICE IAW NYS PLUMBING CODE 608. 11. ALL PIPING IS DIAGRAMMATIC UNLESS OTHERWISE STATED. 12. WALKS, IF PROVIDED SHALL BE NONSLIP AND SLOPE AWAY FROM THE POOL EDGE. 13. A MEANS OF EGRESS FROM DEEP AND SHALLOW ENDS MUST BE PROVIDED IAW ANSUNSPI-5 SECTION 6. 14. CONTRACTOR TO PLACE THE POOL IAW TOWN OF SOUTHOLD CODE SETBACKS. 15. ALL DRAINAGE FROM THE POOL SHALL BE MAINTAINED ON THE SUBJECT PROPERTY. 16 THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN THE EXCAVATION. IF GROUND WATER EXISTS WITHIN 6'0"FROM GRADE, DEWATERING FACILITIES WILL BE REQUIRED. 17 ALL GAS AND OIL WATER HEATERS(IF INSTALLED)FOR THE IN-GROUND SWIMMING POOL SHALL BE NATIONAL APPLIANCE ENERGY CONSERVATION ACT(NAECA)COMPLIANT.POOL HEATERS SHALL BE TESTED IAW ANSI Z21.56 AND SHALL BE INSTALLED IAW MANUFACTURERS SPECIFICATIONS.OIL FIRED POOL HEATERS SHALL BE TESTED IAW UL726. POOL HEATERS SHALL BE LOCATED OR GUARDED TO PROTECT AGAINST ACCIDENTAL CONTACT OF HOT SURFACES BY PERSONS.POOL HEATERS SHALL BE PROVIDED WITH TEMPERATURE AND PRESSURE-RELIEF VALVES.A BYPASS LINE SHALL BE INSTALLED FROM THE INLET TO OUTLET TO ADJUST WATER FLOW THROUGH THE HATER.POOL HEATERS SHALL BE PROVIDED WITH THE FOLLOWING ENERGY CONSERVATION MEASURES: 17.1 ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW SHUTTING OFF THE OPERATION OF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT. AT LEAST ONE THERMOSTAL MUST BE PROVIDED FOR EACH HEATING SYSTEM.HEATED SWIMMING POOLS SHALL BE EQUIPTED WITH A POOL COVER.(exempt FROM THIS ARE OUTDOOR POOLD)DERIVING 20%OF THE ENERGY FOR HEATING THE POOL FROM RENEWABLE SOURCES OVER AN OPERATING SEASON. 17.2 TIME CLOCKS SHALL BE INSTALLED SO THE PUMP CAN BE SET TO RUN DURING OFF-PEAK ELECTRICAL DEMAND PERIODS,AND CAN BE SET TO RUN THE MINIMUM TIME NECESSARY TO MAINTAIN THE POOL WATER IN A CLEAN AND SANITORY CONDITION IAW APPLCIABLE SANITORY CODE OF NEW YORK STATE. 18 BACKFILL WILL BE DONE WITH CLEAN EARTH FREE OF ROOTS AND DEBRIS. BACKFILL HEIGHT AND WATER LEVEL TO BE WITHIN 8"OF EACH OTHER. PLACE CONCRETE ON SANDY LOAM SOIL. CLAY TO BE REMOVED AND REPLACED WITH SANDY LOAM. 19 THERE ARE MAIN DRAINS IN THIS POOL.THERE ARE TWO APPROVED SUCTION OUTLETS WITH A MINIMUM OF T OF SEPARATION. THE SUCTION OUTLETS ARE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM-RELEIF-PROTECTED LINE TO THE PUMP. COMPLIES WITH ENTRAPMENT PROTECTION AS PER CODE. 20 THE POOL WAS DESIGNED REFERENCES AS THE FOLLOWING: North Fork Pool Care 20.1 THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE(2020)SEC R326 i'aE 20.2 THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(2020)SEC R403.10 D 20.3 THE FUEL GAS CODE OF NEW YORK STATE(2020) S N 20.4 THE NEW YORK STATE SANITORY CODE. ' + , 20.5 ANSI/APSP/ICC-5 STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS. m ti' _ POOL NOTES SCALE: NTS 20.6 BOCA CODE SECTION 421. CFO �o. 6v2 JAMES DEERKOSKI, P.E. A v DATE: 1211112020 20.7 CODE OF THE TOWN OF SOUTHOLD ROF�c$ 260 DEER DRIVE MATTITUK, NEW YORK 11952 DRAWING NUMBER 8 OF 8