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HomeMy WebLinkAbout52037-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#: 52037 Date: 06/26/2025 Permission is hereby granted to: Eric Zahler 40 W 84th St Unit 6C New York, NY 10024 To: construct accessory in-ground swimming pool as applied for, Premises Located at: 600 Youngs Rd, Orient, NY 11957 SCTM# 18.-2-17 Pursuant to application dated 05/14/2025 and approved by the Building Inspector. To expire on 06/26/2027. Contractors: Required Inspections: Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO Swi ming Pool $100.00 Total $400.00 Building Inspector 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 https.*//www.southoldtowimy.gov,, Date Received APPLICATION IIFOR BUILDINGPERMIT For Office Use Only 2 PW E U LI L a PERMIT NO. Building Inspector-, MAY 1 ii Date: QiIV#ER(S ERT F'�tOPY Name: EF,l L -Z-At-«(c -� 611®I SUNkG Kk, SCTM# 1000-®/0 — O 2 — O Project Address: 6QD )e0UrvG-J 9-0AW 01(A6A17, /Yy �5 Phone#: C4 6- 352- 16Vf Email: C, �4� (P�'eo SPtnCeSC�lan�, MallingAddress APO Sf Ap r GC lYuq lY 0)2,L¢ �poN1 . Name: NIALL— CAIZUL- MailingAddress:f,/jqj.L. SAGKIPAN CA&KCLL )W-CTOQ 194 Sl l{`js 3M 6 Phone#: ' 3�S — 8 CYO LEmail: n L, &Sc— Gam.COIIViI J7 10010 DESIGN PROFESSIONAL If1fF4Ftl`VIATIQIUs Name: S kvvV-6 A 3 G4/V7A_u P6&J'y � Mailing Address: Phone#: Email: IT CONTRACTOR INFORMATION, Name: 0-AW GuA4T6 570AWwU Po#L-S Mailing Address: rip 13z�c IDS' 9s SA-Tr- lei mok ,/ 1/ 76,7 Phone#: 3 j — ZS — 'L�+2-( Email: 1 5LAan,.1 ur&JT PDIJ evvec.l. cool DESCRIRTIQN OF;PRpPQSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other / " OOL $ 1 Q4 OP Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? NkYes ONO 1 (a� A'L _. . _ ...,. .. property: A hS_)�"/I�r�l l Existing use of property: )��� Intended use of ro Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - 7 d p p p y Yes No IF YES,PROVIDE A COPY. this ro ert i Application Submitted B Authorized Agent ❑0wner Ape y(print name): l�/'/A(,� CJ'91lKmG �.A Signature Applicant: Date: m. ., _ ,.. 05/12/2025 ve Nevada STATE OF NbNdic3(lc�dC) SS: COUNTY OF Clark �) Niall Carroll being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent(Architect) . (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 p on-fil"herewith %RcMy Begbl Swornbefore me this NOTARY PUBLIC STATE OF NEVADA 12th �"," Appt.No.ziasse-ot day of May ,20 25 x Expires auyusl zs,zoz7 Notary Public Notarized remotely using audio-video communication technology via Proof. PROPERTY OWNER AUTHO&IZATION (Where the applicant is not the owner) residing at 600 do hereby authorize CAAJU b L to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Iicr Print Owner's Name 2 \ �� LANDAN/F OF MARIA&THOMAS I S 77036 00 E REINECKE \ 200.00 CL I (NO VISIBLE WELL J p� ELEV. 150.0' 1 \\ q CO O 36.2 25.12 26.59' _ \ GEIENr TOWN OG SOUIFK�17 ��11 � �W �� II �� SI.FEOI.K COINR;NEW YORK y rE.J cC / \ +e Suffolk C6UIItlI tax Map Na: 1000-015,00-0200-017,000 \............... PAS 9YVEI 2:05 11812020 � O s'��X�/ %MY UPPAT:03/I7/2023 SCALE:I'm20' cL \ 1 26.35' _— -`€�5-f—cns �sa�— --.cas—cas gas \ 2� / \ LOT AREA 20.001 S.F. FE- _ — . 95E 0.46 ACRE(S) / \ d N 77"36`00" I/ LAND NiF OF \\ % 200.00' I ANN MARfE SOITO ' �3 1 J D *ALL ELEVATIONS REFER TO NAVD88'DATUM J O SHUA R. WICKS P.L.S. f = SURVEYED BY:J.R.W. DRAWN BY:I.R.W... JOB NO.:1RWaoro22o } ,. Et. 14 Trainor Avenue C-7 Center Moriches. N.Y. 11934 g d"91�wRlfic. f€1. 1 GRMHX ALE —.._ MAIN ROAD LAND i1 - I:.TER+7K IIE l;#T#5[ WP W 8. + [, _ `�fR 1S.4.. 3I€ 3.' _. `2.OF NEW 7'. ti ' .121 dot f4W T 9s§rr,3N WE - 9' w 6AU mE M3�f coo OF €dam wm [VOW sA5&mac{�# k'�hi£ �L�R4d.43�Y .V k ' F T. LaP `F'o-BPiA'L .'vnm.°,�.L , YiG C PAt^F4Cc' tN# ai1.' €€$BC P Y .E^k aS50GNPON EA# - F4 ^"' 'f+L`+kTt¢[$Fi> G f $SBA!fig h t€tcC +PN•A',IF 4!L `X€Y� e #Zi4,NiC`4'K€i#RB+v 3' N� i L id+P xK'A-. aom� � ' . r sm —. �z.- w-r € cw*rc. s•u3 :,^� r cwmeo er P€ss, :(a}r 3 �aa ieN F i9`1 IV t I A E \bP,}.4fIO3a.1 & a€ € Vwm Of ti m RE'K+�.G WI .FOOLS.MOM MAN- . -P.�3 m�'i8:Gk��A �4 .--W"!2t +0 m.iu m Wi%RIIP ff€Y�NA#-[r 1N s AIR .{q]ems��` h Rix'.Sa aoBOPC €a•-.axc SCHREFER- �����1 HLER HOUSE 600 Youngs Rd,Orient,NY 11957 ISSUE DATE -ISSUED FOR FILING 05.12.25 REVIS 4'POOL SECURITY FENCE - ED FOR FILING 06.18.25 401-911 361-3-1 23'-10" ------------ --- --- T---=-- r 4'POOL SECURITY I FENCE&GATE fPROPOSED WOOD POOL co 04 FRAMED SHED EQUIP. LP—_C—_-IT—T—P NOTES L. 18'-10" _J 501-011 STONE PAVERS J7 e- cm SET IN SAND IN F___j PROPOSED IN-GROUND SCREENED PORCH o 1 CONCRETE SWIMMING POOL 22'-211 6'DIA. DRYWELIJ Uj ZI 101-811 cn cc o Ln i z co 0 FRAMED DECK&STEPS 0 EXISTING SINGLE STORY HOUSEAND GARAGE FRAMED j UtL;K&STEPS tFS SEPTIC WASTE LINE 711- 61-51' ....... .. SEPTIC TANK&LP LL_ PERMEABLE GRAVEL DRIVEWAY GAS �GAS �W -GAS �GAS �GAS -GAS �GAS -GAS -GAS �GAS �GAS GAS -GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 4"POOL SECURITY FENCE&GATE 4'POOL SECURITY FENCE SITE PLAN RYALL SHERIDAN CARROLL ARCHITECTS cl CHILDPROOFSELF-LATCHING DEVICE ON POOL SIDE OF FENCE 174 5TH AVENUE,SUITE 300 NEW YORK,NY 10010 STEEL GATE W1 WOVEN WIRE FABRIC 646-809-4343 www.ryalisheridancarroll.com INFILL SWINGS OUT OF POOL AREA 2X4 CEDAR POST SET IN CONCRETE FOOTING LOT COVERAGE CALCULATIONS SELF-CLOSING HINGE / 10'-O"MAX 2X4 CEDAR CAP HOUSE 2,093 SF C)\, PROJECT#: 2211 A)Y SCREENED PORCH 264 SF HIGH TENSILE WOVEN WIRE FABRIC BETWEEN STL POSTS.MESH OPENING C FRONT DECK+STEPS 114 SF NOT TO EXCEED I'xl" DRAWN: NC C) REAR DECK+STEPS 409 SF 0 SWIMMING POOL(INCL.COPING) 848 SF CHECKED: WR v It SHED 215 SF f PRINTED: 06.18.2025 (P TOTAL 3,943 SF SCALE: AS NOTED TENSION WIRE @ BOTTOM OF FENCE LOT AREA 20,001 SIF 20% 4,000 SF PROPOSED GRADE SITE PLAN POOL SECURITY FENCE DETAIL 1 2 3 4 Shotcrete Shall Conform to ACI 318 4.2.2 Apply High Performance Basecrete& Bond Coat on Entire Interior Walls Shall Bear On Soils Co in Skimmer 12"Tread With a Minimum Bearing p g r�12�""1 Deck © O (Typ.of 3) O (Typical) The Presump of tiveeOSoil bs/SF. ih Water Line Conditions Shall Be In � ;••• ••' � � Compliance Per Tablely o ; 1 R401.4.1. Frost-Proof i 4#4 Bars It is a Basis of the Design Tile at A That Soils are Classified Water Line ;.' . Continuous In SW,SP,Sm,SC, GM or • ��; .: Beam A P Rail GC. If Rated as Silt or 1/2'Marcite - ; 8" CLClay, Notify Designer With Finish Actual Bearing Capacity 50' Before Constructing Pool. @ 12'O.C. t-A A-A + I Horizontal 20" Round Unblockable 4'-3- Outlet, Aquastar FC101 '*#4 Bars @ 14' With Hr 12'O.C. drostatic Valve ; Vertical Provide Hinged Stainless Steel Brackets 16'OC Designed to Support i Apply Basecrete Pit& Pool Stones And Bond Coat ° To All Surfaces 8' Deck Underwater Support Steel w/ 6" Radius Steel-Tex Elev.0.0 Light (Typ.of 5) Conc. Brick • Pneumatically 24"Co in Applied Concrete p e ° Shotcrete, 4,500 psi, min. Over Cover I i p 1 Box - 6"to 8"of Pool Steel Notes 1co 2'-0"Min. Lap Gravel Minimum Steel Cover Requirements *Note: To Soil:3 Inches Floor Steel#4 Bars @ 12' To Pool Water: 2 Inches Retum Q 12"Wide OCEW in Middle of 8"Slab Provide, Install&Shoot Pool Shoot Autocover Box (Typ. of 5) Autofill Pool Wall Section Coping Against Steel-Tex. B-B � Integral With the Pool - All Reinforcing Steel to be Shell 1 Proposed Swimming Pool Layout - N.T.S. Continuous & Bonded Per B - Scale: 1/4"= 1' Code B Auto Cover Recessed Gunite Box.Size Per Cover Manufacturer Specifications 50' Water Frost Proof Inside Pool Face Top of Coping Deck Level Level Tile Band Stone L:::;�Deck Level #4 Bars 12" Skimmer Underwater r. OCEW Light #4 Bars @ 12"OCEW Box 4' 4' ' . I Tied To Steel Cage Drain to D With Unblocsta is Main Drain 1 #4 Bars at Each �' W ith Hydrostatic Valves 8� " c •I Well y Step Tied to Cage a � Tie Cover Box Steel Collector Tubes In Gravel I To Pool Shell Steel n " . °n v .. a, a v n �._�_____�____�a 6'to Wof Gravel 25' ►I— 20' 5' C Pipe Before Pump Shall Have A Pool Section A-A Minimum 4 Diameters Straight Run Scale: 1/4' _ 1' From Pool Strainer VSF - Main Drains Pump P Skimmers Electric L Filter Auto-Fill Heat Pum 14' Coping To Pool Water Inside Pool Face Stone Returns in Grade Level Deck Level sanitizer Water Cap -1�6lFiltration iScale 4, ystem Schematic Level-� Wall Actual Equipment to be Selected by Contractor&Owner. • Fill Line Pool Equipment Pad Located Setback from Property Line Per Code. This Pool Is Not Designed to Accommodate Inlet . , a Diving Board Now or In the Future. •'' '': Set"Ori" 1"Above Installing a Diving Board On This Pool ` Is Hazardous and Will Cause Personal Injury ' Skimmer Mouth ) ry 6'to 8"of Set"Off'At or Death. Gravel Skimmer Mid-Mouth Contractor to Provide the Homeowner a Set of All Equipment Manuals & Have the Homeowner The Design and Construction Shall Comply Pool Section B-B Sign an Affidavit Acknowledging Receipt of Same. With the Requirements of the 2020 NYS Residential 3 4 Auto-Fill Code and NSPA Standard 70,2017 NEC. All Steel to be Electrically Bonded In Accordance D - Scale: 1/4"= 1' -1 Not to Scale With NEC and Local Requirements. D Plans Prepared Only For Layout&Shelf Steel Prepared For Larry A. Rubins66; P.E. R & W / Engineers, P.C. Island Gunite f 380Townline Road,Suite 150,Hauppauge,NY11788 . , Phone(631)969-8535 Fax(631)969-8518 Swimming Pools, Inc. :4:; e Schrefer-Zahler Residence Structural Note The shell design is not based on the soil test hole data. If supporting I GUNITE SWIMMING POOLS ),r; " r 600 Youngs Road soil&groundwater elevations do not provide minimum bearing a `, capacity of 2,000 psf then the work shall not progress. Contact tr'E� � � Orient, NY 11957 P.O.Box 1595 R&W/ Engineers, P.C.for modifications that may be required. �g c Sag Harbor,N.Y.11963t --;, , `w�.� Proposed Swimming Pool Groundwater is assumed to be at least two feet below the Tel.(631)725-2721 �^ ,' r¢a �. � " S— 1 maximum excavation. Fax. 631 725-4661 ® 01 p;: ( ) Dwg.Scale Designed By: Date: Of E-Mail:lsIandGunitePooIs@GMal.com Llc. No.: 6 5 � �t'= G AS Noted ILAR lApril 14,2025 2 1 2 3 4 1 2 3 4 R326 Swimming Pools,Spas and Hot Tubs General Pool Notes R326.3.1 The provisions of this section shall control the design and construction as well as R326.4.2.8 Dwelling Wall Warder.A wall or walls of a dwelling may serve as part�f the 1. The design is based on a drainable soil with less than 10%silt. Groundwater shall substantial modification of swimming pools,spas and hot tubs installed in or on the lot barrier,provide a e wall or walls meets the applicable barrier requiremerts of not exist within the limits of the excavation. If groundwater is encountered within of dwellings regulated under this code. Detached on and two-family dwellings Sections R326.4.2.1 through R3264.2.6,and one of the following conditions shall be met: two (2) feet of the pool bottom,special dewatering facilities will be required. classified as Group R-3 are constructed under the Building Code of New York State. 1.) a.) Doors with direct access to the pool through that wall shall be equipped with cn 2. No surchrge is permitted within four(4) feet of shallow end and six(6) feet of the Exception:Communal pools for the shared use of multiple townhouse units shall be alarm which produces an audible warning when the door and/or its screen,if present, deep end of the pool. regulated by the Building Code of New York State. are opened.The alarm shall be listed in accordance with UL 2017.The audiblealarm p p R326.1.1 Compliance with other sections. Swimming pools,spas and hot tubs shall comply with shall activate within 7 seconds and sound continuously for a minimum of 30 seconds 3. The pneumatically applied concrete (gunite) shall be a 1:4 mix with a minimum this section and other applicable sections of this code. The requirements of this section after the door and/or its screen,if present,are opened and be capable of beilg heard of 3-1/2 gallons of water per sack of cement. and of the other applicable sections of this code shall be in addition to,and not in throughout the house during normal household activities. The alarm shall automatically 4. Reinforcing steel shall be intermediate grade billet steel with a minimum lap of replacement of or substitution for,the requirements of other applicable federal,state reset under all conditions. The alarm system shall be equipped with a manual means, 24 inches for#4 bars. and local laws and regulations,including,but not necessarily limited to the requirements such as a touchpad or switch,to temporarily deactivate the alarm for a single opening. 5. Corner radii shall be a minimum of 12 inches,unless noted otherwise on the laps. of Section 8003 (Federal swimming pool and spa drain cover standard)of Title 15 of the Deactivation shall last for not more than 15 seconds;and p AUnited States Code (CPSC 15 USC 8003),where applicable. b.) Operable windows in the wall or walls used as a barrier shall having a latching device 6. A minimum of four hydro-static relief valves shall be appropriately located in the R326.2 Definitions. For the purpose of these regulations,the terms used shall be defined as located no less than 48 inches above the floor. Openings in operable window:shall pool bottom. A o 3 nd as set forth in Chapter 2. not allow a 4 inch diameter sphere to pass through the opening when the window is 7. Provide &install pool alarms in accordance with code. Barrier, Permanent. A fence,the walls of a permanent structure,any other structure or in its largest opened position;and 8. See site plan and architectural drawings, by others,for pool location, hardscape combination ereof which completely surrounds the swimming pool and sufficiently c.) Where the dwelling is wholly contained within the pool barrier or enclosure,alcrms layout,fence details and construction materials and colors. obstructs access to the swimming pool. shall be provided at every door with direct access to the pool;or 9. Do not scale drawings. Barrier,Tem orar . An approved temporary fence,permanent fence,the walls of a d.) Other means of protection,such as self-closing doors with self-latching devices,so g . permanent s ruc tire,or any combination thereof that sufficiently prevents access to long as the degree of protection afforded is not less than the protection afforded by 10. The Contractor is responsible for all means and methods of construction. the swimming pool by any person not engaged in the installation or construction of Item 1 described above. 11. All work and materials shall conform to the requirements of the Virginia Graeme the swimming pool during its installation or construction. R326.4.2.8.1 Alarm Deactivation Switch Location.Where an alarm is provided,the Baker Pool &Safety Act. Hot Tub. See"Spa" deactivation switch shall e locate inc es or more above the threshold of the 12. A minimum of 6 inches of crushed stone or gravel shall be installed throughout esi ential. That which is situated on the premises of dwellings regulated under this door. In dwellings required to be Accessible units,Type A units,or Type B units,tie throughout the entire excavation limits. The excavation limit shall be the pool code,-a-nU detached dwellings classified as R-3 and constructed under the Building deactivation switch shall be located 48 inches above the threshold of the door, area plus 10 feet in each direction. Code of New York State. R326.4.2.9 Pool Structure as Barrier.Where an above-ground pool structure is used as a 13. The pool bottom shall have anon-sli surface finish and Itch per code. _Sp�a. A portable or non-portable structure intended for recreational or therapeutic barrier or where e barrier is mounted on top of the pool structure,the structure shall p p p p bathing,in which all controls,water heating and water-circulating equipment are an be designed and constructed in compliance with ANSI/SPSP/ICC 4 and meet the 14. Fences & barriers shall meet or exceed all requirements of the NYS Building Code. integral part of the product. Spas are shallow in depth and are not designed for applicable barrier requirements of Sections R326.4.2.1 through R326.4.2.8. Where the swimming or diving. means of access is a ladder or steps,one of the following conditions shall be met: Substantial Damage. For the purposes of determining compliance with the pool alarm 1. The ladder or steps shall be capable of being secured,locked or removed to provisions ot this section,damage of any origin sustained by a swimming pool,whereby prevent access. When the ladder or steps are secured,locked or removed,any the cost of restoring the swimming pool to its before-damaged condition would equal opening created shall not allow the passage of a 44nch-diameter sphere;or or exceed 50 percent of the market value of the swimming pool before the damage 2. The ladder or steps shall be surrounded by a barrier which meets the requirements occurred. of Sections R326.4.2.1 through R326.4.2.8. Substantial Modification. For the purposes of determining compliance with the pool R326.4.3 In-Door Swim min Pool.Walls surrounding an in-door swimming pool shall alarm provisions o is section,any repair,alteration,addition or Improvement of a Comply wi ec Ion swimming pool,the cost of which equals or exceeds 50 percent of the market value of R326.4.3 Prohibted Locations.Barriers shall be located so as to prohibit permanen' the swimming pool,before the improvement or repair is started. If a swimming pool has structures,equipment or similar objects from being used to climb the barrier. sustained substantial damage,any repairs are considered substantial modifications R326.5 Entrapment Protection For Swimminq Pool &Spa Suction Outlets.Suction outlets shall regardless of the actual repair work performed. l5e designed to pro uce circu a Ion throughout the pool or spa. Single-outlet systems, Auto Cover Notes: Suction Outlet. A fitting,fitting assembly,cover/grate,sump,and related components such as automatic vacuum cleaner systems, or multiple suction outlets,whether a provide a localized low pressure area for the transfer of water from a swimming isolated by valves or otherwise,shall be protected against user entrapment. 1. Installation to be completed in accordance with Coping pool. R326.5.1 Compliance.Suction outlets shall be designed and installed in acordance Stone Swimmin Pool. Any structure,basin,chamber or tank which is intended for swimming, with the requl�e e s of CPSC 15 USC 8003 and ANSI/APSP/ICC 7,where applicable. manufacturers specifications for an extended vanishing lid , diving,recreational bathing or wading and which contains,is designed to contain,or R326.6 Suction Outlets.Suction outlets shall be designed to produce circulation throughcut with underside aluminum track. Anodized is capable of containing water more than 24 inches deep at any point. This includes the pool or spa. Single-outlet systems,such as automatic vacuum cleaner systems, 2. The tracks must be a true rectangle and perpendicular ,, 1 Aluminum B in-ground,above-ground and on-ground pools,indoor pools,hot tubs,spas and or multiple suction outlets,whether isolated by valves or otherwise,shall be protected Track wading pools. against user entrapment. to the unit mechanism and recessed housing. a ` B Swimminq Pool,In-Door. A swimming pool which is totally contained within a structure R326.6.1 Compliance Alternative.Suction outlets may.be designed and installed h an surrounded on a our sides by the walls of the enclosing structure. accordance with7. 3. Conduit must be on motor end and shall not protrude Swimming Pool,Outdoor. Any swimming pool which is not an indoor pool. R326.6.2 Suction Fittings.Pool and spa suction outlets shall have a cover that conforms more than 4"into box. a R326.3 om lance i Other Standards. to ANSI/ or an 18 inch by 23 inch drain grate or larger,or an approved 4. The top inside pool corners (above the waterline) must 6'!x6" Frost-Proof n- roun oo s. in-ground pools shall be designed and constructed in channel drain system. Wafer Line The conformance wI APSP/ICC 5 (American National Standard for Residential In- Exception:Surface skimmers. be square, not radius. a Ground Swimming Pools,2011). R326.6.3 Atmospheric Vacuum Relief System Required.Pool and spa single or muliple- 5. At the recessed box end, the pool wall (bond beam) must a R326.3.2 Above-ground and On-ground Pools. Above-ground and on-ground pools outlet circulation systems snail e equippedwi a mospheric vacuum relief should a ° shall be designe an cons ruc e in con ormance with ANSI/APSP/ICC 4(American grate covers located therein become missing or broken. This vacuum relief system be shot 2-1/2" (2"finished with tile) lower than the side walls. ° as ° National Standard for Above-Ground/On-Ground Residential Swimming Pools,2012). shall include at least one approved or engineered method of the type specified 6. Opening of the track (throat) must be 2-1/2"at box (2"finished R326.3.3 Permanently Installed S as and Hot Tubs. Permanently installed spas and hot herein,as follows: tubs shall e eslgne cons ruc e in conformance with ANSI/APSP/ICC 3(American 1. Safety vacuum relief system conforming to ASME Al 12.19.17;or with tile), sloping to 3'inside the pool. Underside Track National Standard for Permanently Installed Residential Spas and Swim Spas,2014). 2. An approved gravity drainage system. 7. Selection Of color cover fabric by Owner. Deck Material R326.3.4 Portable Spas and Hot Tubs. Portable spas and hot tubs shall be designed R326.6.4 Dual Drain Se erction.Single or multiple pump circulation systems have c 8. Leading edge must be set a minimum of four (4) inches back and consuc e� Inc n c�ormance wffh ANSI/APSP/ICC 3 American National Standard minimum o wo suc Ion ou e s of the a proved type. A minimum horizontal or for Residential Portable Spas and Swim Spas,2013). ( or vertical distance of 3 feet shall separate the outlets. These suction outlets shall from the pool wall. St. St. Brackets R326.4 Barrier Application.The provisions of this section shall control the design of barriers for be piped so that water is drawn through them simultaneously through a vacuum swimming poo-fs;spas and hot tubs. These design controls are intended to provide relief-protected line to the pump or pumps. TO Support Deck protection against potential drowning and near drowning by sufficiently preventing R326.6.5 Pool Cleaner Fittings.where provided,vacuum or pressure cleaner fittingjs) Material access to swimming pools,spas,and hot tubs by persons outside the property,persons shall be located in access) e position(s) at least 6 inches and not more within the dwelling,and persons in other parts of the property not contained within the than 12 inches below the minimal operational water level or as an attachment Cover Box ZI St. Steel Tray pool enclosure. to the skimmer(s) A R326.4.1 Temporary Barriers. An outdoor swimming pool shall be surrounded by a temporary R326.7 Swimmin Pool &Spa Alarms,A licabilit .A swimming pool or spa Side Wall ° arrler during ins allation or construction that shall remain in place until a permanent inSTC1llPCJ or SUOSTantially modified OTTer December 14,2006,shall be op Of Beam barrier in compliance with Section R326.4.4 is provided. equipped with an approved pool alarm. Pool alarm shall comply with 2-1/2" Wall To Be Exceptions. ASTM F2208 (Standard Specification of Pool Alarms),and shall be installed, ove-ground or on-ground pools where the pool structure constitutes a barrier in used and maintained in accordance with the manufacturers instructions Tiled compliance with Section R326.4.2.9. and this section. a• d 2.Spas or hot tubs with a safety cover which complies with ASTM F1346,provided that Exception: Q�0 de Pool 1/4" Round Edge* such safety cover is in place during the period of installation or construction of a hot 1.A hot tub or spa equipped with a safety cover which complies with 0 Beam a' g tub or spa.The temporary removal of a safety cover as required to facilitate the ASTM F1346 0 installation or construction of a hot tub or spa during periods when at least one 2.A swimming pool (other than a hot tub or spa)equipped with an 2 wall. 2-1/2"at Box. 3" person engaged in the installation or construction is present is permitted. automatic power safety cover which complies with ASTM F1346. C R326.4.1.1 Height.The top of the temporary barrier shall be at least 48 inches above grade, R326.7.1 Multiple Alarms.A pool alarm must be capable of detecting entry into the At inside pool Wall.measured on the side of the barrier,which faces away from the swimming pool. water at any point on the surface of the swimming pool.If necessary to provide detection Gunite Layout at Recessed Box Extended Walk-On Vanishing Lid C R326.5.2.2 Replacement by a Permanent Barrier.A temporary barrier shall be replaced by capability at every point on the surface of the swimming pool,more than one pool alarm a complying permanent barrier within either of the following periods: shall be provided. 1. 90 days of the date of issuance of the building permit for the installation or R326.7.2 Alarm Activation Pool alarms shall activate upon detecting entry into thewater T Pool .................... ..................... ...................... ...................... construction of the swimming pool;or and shallsoup poo si e and inside the dwelling. " """ "' "' ....................... ...................... .......................................................... 2. 90 days of the date of commencement of the installation or construction of the R326.7.3 Prohibited Alarms The use of personal immersion alarms shall not be cons-rued as swimming pool. compliance with is sec Ion. Pool Beam Wall R326.4.1.2.1 Replacement Extension Subject to the approval of the building official,the time period, for completion of the permanent barrier may be extended for good cause, ----- including,but not limited to,adverse weather conditions delaying construction. D Y--- R326.4.2 Permanent Barriers.Swimming pools shall be completely enclosed by a permanent arrler comp yang with Sections R326.4.2.1 through R326.4.2.6. a' f` R326.4.2.1 Barrier Height and Clearances.The top of the barrier shall be no less than3' Drain-----_,, 7Trnc es a ove grade, measure 000n Tne side of the barrier which faces away from W the swimming pool. The vertical clearance between grade and the bottom of the barrier shall not be greater than 2 inches measured on the side of the barrier that ` r faces away from the swimming pool. Where the top of the pool structure is above `' '•;. `" • ' ;, grade,the barrier may be at ground level,or mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure,the barrier shall comply Recessed Concrete Box Dimensions with Sections R326.4.2.2 and R326.4.2.3. *To minimize scraping R326.4.2.2 Solid Barrier Surfaces.Solid barriers,which do not have openings shall not On the cover contain indentations or protrusions except for normal construction tolerances and Typical Underside Track- Box Dimensions tooled masonryjoints. Minimum 3-1/2" Between Bottom of R326.4.2.3 Closely Spaced Horizontal Members.Where the barrier is composed of Co Frame& Motor Opposite Throat Depth Width Fin. Grade cover Stone &Top of Bond Beam. horizontal and vertical members and the distance between the tops of the horizontal � M O T D W members is less than 45 inches,the horizontal members shall be located on the 32" 10" 2"to 12-1/2"12-1/2' Stone Must Extend 24 Over Bond swimming pool side of the fence. Spacing between vertical members shall not finished beam Beam. Conceal Leading Edge. exceed 1-3/4 inches in width. Where there are decorative cutouts within vertical Reinforced Wrap With D members,spacing within the cutouts shall not be greater than 1-3/4 inches in width. Top Slab a' Filter Fabric Alter Dimensions for Pool Cover Box Based On R326.4.2.4 Widely Spaced Horizontal Members.Where the barrier is composed of Manufacturer Installation Specifications. horizontalan vertical members an e Is ance between the tops of the p horizontal members is 45 inches or more,spacing between vertical members shall ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ not be greater than 4 inches. Where there are decorative cutouts within vertical T ical AutoCover Details members,spacing within the cutouts shall not be greater than 1-3/4 inches in width. ❑ ❑ ❑ ❑ ❑ ❑ 110 2 R326.4.2.5 Chain Link Dimensions.Maximum mesh size for chain link fences shall be a Dry Well to Be 8'Diameter S- N.T.S. Modify Dimensions Per Manufacturer inch square un ess e ence has vertical slats fastened at the top or bottom > ❑ ❑ ❑ ❑ ❑ B 4' Dee Wrapped With D which reduces the openings to not more than 1-3/4 inches. ❑ 0 r- 4 Ft. Y p' pPe R326.4.2.6 Diagonal Members.Where the barrier is composed of diagonal members, Filter Fabric. Min.3 of e maximum opening Formed by the diagonal members shall not be greater than ❑ iam.8 Ft. Good Draining Material 1-3/4 inches. Around & Below D Well. r-, - Reinforced Dry Prepared For Larry A. Rbinsorl ?::E: R & W / Engineers, P.C. R326.4.2.7 Gates.Gates shall comply with the requirements ofSections R326.4.2.1 _ ��-�•; �., g through .6,and with the following requirements: Precast Rings :`,� v%,�� S' 380 Townline Road,Suite 150,Hauppauge,NY 11788 9 a Island Gunite ,:'�`- �4_;;� �� �,'� R326.4.2.7.1 Self-closing and O�enin Configuration.All gates shall be self-closing. r ,«�`k.. v�, �; Phone(631)969-8535 Fax(631)969-8518 Tin a dTlon, If the gate awe pedestrian access gate,the ate shall open outward, 2'-0"Min.to Swimming Pools, Inc. f �3 F��, a4.,•• g P g g P 3'-0"Gravel Or g away from the pool. Ground Water Rateable Schrefer-Zahler Residence R326.4.2.7.2 Latching.All gates shall be self-latching,with the latch handle located7 F# 9 9• � Material Collar ... . . '� +:-�• wI In e enclosure (i.e.,on the pool side of the enclosure)and at least 40 inches _ � 600 Youngs Road GUNITE SWIMMING POOLS 'ry "1 above grade. In addition,if the latch handle is located less than 54 inches from ,ytk� rc.r i grade,the latch handle shall be located at least 3 inches below the top of the ate, 1 Drywell Detail �� "' " Orient NY 11957 and neither the gate nor the barrier shall have any opening greater than 0.5 inches _ within 18 inches of the latch handle. Scale: N.T.S. P.O.Box 1595 } '� wg. o.: R326.4.2.7.3 Locking.All gates shall be securely locked with a key,combination or Sag Harbor,N.Y.11963 y°�. .. ' Proposed Swimming Pool o er-7ila-proor lock sufficient to prevent access to the swimming pool through such Tel.(631)725-2721 k sg_--�1�^;1 S-2 gate when the swimming pool is not in use or supervised. Fax.(631)725-4661 - Dwg.Scale Designed By: Date: Of E-Mail:IslandGunitePools@GMail.com LIC. No.: 689 ""rt As Noted LAR April 14,2025 2 1 2 3 4