Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
50833-Z
rrt 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#: 50833 Date: 6 Permission is hereby granted to: 56655 Main Street LLC c/o Jonathan Tibett_ ........ .. ....�w_................... 20 Stony ill Path Smithtown NY 11787 To: Construct an outdoor patio recreation area to include an inground swimming pool and two spas accessory to a commercial hotel as applied for per ZBA, Planning, DOT and SCHD approvals. Provide required pool safety protection as per NYS Code. At premises located at: 56655 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 63.-3-15 Pursuant to application dated 1/17/2 _4 and approved by the Building Inspector. To expire on 12/20/2021,15 wµ Fees: ACCESSORY $3,684.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00 SPA IN-GROUND WITH FENCE ENCLOSURE $300.00 SPA U`xnr,rn,r Nc 2.0 T IN-GROUND WITH FENCE ENCLOSURE $300.00 CO- COMMERCIAL $100.00 Total: $4,684.00 Building Inspector � sft�c 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 //wxN southo1dt wrt11V,v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 505 Building Inspector:.-- JAD---- Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January, 16,2024 OWNER(S) OF PROPERTY: Na me:Enclaves Southold LLC, successor to 56655 Main St LLC SCTM # 1000-63-03-15 Project Address: 56655 Main St.. Phone#:(631) 367-0050 Email:AVG@GiambertoneArchitects.com Mailing Address: 95 Hopper Street Westbury NY 11590 CONTACT PERSON: Name: Andrew V. Giambertone Mailing Address: 62 Elm St. Huntington NY 11743 Phone#:(631) 367-0050 Krnail:AVG@GiambertoneArchitects.com DESIGN PROFESSIONAL INFORMATION: Name:Andrew V. Giambertone & Associates, Architects, PC Mailing Address:62 Elm St. Huntington NY 11743 Phone#:(631 ) 367-0050 Email:AVG@GiambertoneArchitects.com CONTRACTOR INFORMATION: Name:J. Petrocelli Contracting Inc. Mailing Address:100 Comac Street Ronkonkoma NY 11779 Phone#:(631)981-5200 Email:Phil@petrocelliinc.com DESCRIPTION OF PROPOSED CONSTRUCTION 5�NewStructure ❑Ad ution ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other D001 - U - $28,000,000.00 Will the lot be re-graded? *Yes El No Will excess fill be removed from premises? Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Residence /Bed & Breakfast Intended use of property: Hotel / Restaurant Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to LIB this property? ❑Yes B No IF YES, PROVIDE A COPY. ig Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone the construction of buildings, k and other applicable Laws Ordinances or Regulations,for gs Ik County,New York , Town of Southold Suffolk, PP Ordinance of the o tY additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law, Application Submitted By 6print name) ndrew V. Glambertone SAuthorized Agent ❑Owner Signature of Applicant: ` Date: STATE OF NEW YORK) SS: COUNTY OF 'iuf fz)1Y, ) 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, 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�._)Z(ll ?-C'L1 , 20 Notary Public LISAAVILES INOTARY PUBLIC, STATE OF NEW YOR PROPERTY" OWNER AUTHORIZATION Registration No. 01AV6386632 Qualified in Suffolk County (Where the applicant is not the owner) Irrrrmission Expires January 28,202 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 S 1 2 3 4 5 The I nclaves ut D Aoor oor A roposeSpa Svwimm n Poo s S 56655 Route 25 , Southold , New York 11971 Revised ■ O Ba *AM RM min ` B 1 O O ' £ 0 C) '�r I O L _ • � .1�6 � II1 �M ® to ® ® ® ®C fI C�fl -W So i i 1 1 iu 1►il—I I I Li I I j k 1 2 41 (D 1 C �Ftl1 ( OWNER List of Drawings Cover Sheet Enclaves O' oul' hold LLU' SP-1 of 16 Overall Site Plan, Schedules & Notes S.C.T.M.No.: 100-63-03-15 SP-2 of 16 In-Door Pool & Spa Enclosure Successor to 56655 Main St. LLC SP-3 of 16 Out-Door Pool & Spas Enclosures Fast harden r^ ' SP-4 of 16 In-Door Pool & S p Y a Overall Piping Layout 95 Hopper Street > rA ... g.� � c f i�rS:'Y SP-5 of 16 in-Door Pool Layout, Piping & Cross Sections Vi arils ` Westbu Y 11590 w vin Ards In-Door S Pool Layout, Piping & Cross Sections `} S P 6 of 16 0o pa oo p g .tNaier Q►S its, ' ' �F;�. £io r8C( <"f° is Form SP-7 of 16 Overall Out-Door Pool & Spas Piping Layout (516 428-9063 SP-8 of 16 Out-Door Pool Layout, Piping & Cross-Sections _ e (x�TES Y p g pv�' ' forth Fork ESTATES Table 8 Inn' D SP 9 of 16 Out Door Spa Pool 1 Layout, Piping & Cr oss Facility Contact -Sections 5s �5, S ' ' a,. ' ,,S tvg4rr.i�t 5artf�old.NY 11971 �.1 The Enclaves t � PREPARED EY Out-Door Spa 2 Layout, Piping & Cross-Sections S P 10 of 16 Mr. Andrew Giamberfone In-Door AV @ i mb erfonearchitects.comSP 11 of 16 Pool & Spa Hydraulic Schematics & Calculations c516a42 -9obs .h4ish�elangetc� n i n rSouthoEcf` RY n P.E. SP 12 of 1+5 Out-Door Pool & Spa 1 Hydraulic Schematics & Calculations ■ ■ �� NCi;�+'""�°`�,, Inc., � Y: SP-1 f 16 Out-Door Spa 2 Hydraulic Schematic & Calculations, Filter Room � �.��� � ;idPr� -' '''�"Nfr Er artf!�Pii!ic T R Suite 150Facilities 380 ownIine oad Toilet& o own reekr�" Fl"R `(� �f f �r "F OQp— r DetailsNew •P 4 f 1 � .� e;tixti s 1Yr117 o u au e o 88 H ap gT� . to �.., ... A Z023 Tam am. SP-15 of 16 Details A �o s�s�a 631 -969-8535 Fax 631 -969-8518 R�FESS�o��. SP-16 of 1�5 Notes & Specifications LOCATION MAP License No.: 68956 1 2 3 4 5 � 2 3 4 5 In-Door Pool Volume Calculation Volume= (154 SF x 3.5 Ft.)+(397 SF x 4.21 Ft.)+(78 SF x 4.92 Ft) + (32 SF x 1.75 Ft.x 0.5) Out-Door Spa Pool 1 Volume Calculation Proposed Design Data Schedules = 2,622.13 CF = 19,615 Gallons -- In-Door Pool In-Door Spa Out-Door Pool Out-Door Spa 1 Out-Door Spa 2 It is the Contractor's responsibility to review all Plans, Specifications and In-Door Pool Bather Cap 3City Volume= (25 SF x 3.0 Ft.)+(29 SF x 1.33 Ft.)+(10 SF x 1.5 Ft.x 0.5) Area (Square Feet 661 113 1,600 64 64 New York State Sanitary Code, Sub-Part 6.1 prior to start of construction. Bather Capacity= 661 Sq. Ft / 1 Bather/15 BSF=44 Bathers = 121.07 CF =905 Gallons Volume Gallons 19,615 1,980 49,940 905 905 Minimum Water Depth 3 Ft 61n 3 Ft 6 In 3 Ft 6 In 3 Ft 0 In 3 Ft 01n All Electrical Outlets Within The Swimming Pool Enclosure Shall Be In-Door Pool Salt Chlorines Generator Calculation (Primary Sanitizer) Out-Door Spa Pool i Bather Capacity Maximum Water Depth 4 Ft 111n 3 Ft 6 in 4 Ft 11 in 3 Ft 0 In 3 Ft 0 In Protected With Ground Fault Circuit Interrupters GFCi . Generator Sized for 5ppm Bather Capacity= 64 Sq. Ft/ 1 Bather/10 BSF =6 Bathers Perimeter Lineal Feet 103 44 167 32 32 Under N.Y.S. Education Law Sec. 7209, Sub. 2, it is illegal for an erson Recirculation Rate G/M 90 70 180 45 45 9 Y p Lbs of Cl/Day= 90 GPMx60 Min/Hrx24 Hrs/Dayx8.34 Lbs/Gabe 5ppm Out-Door Spa Pool 1 Chlorine Demand 1,000,000 Turnover Rate Hours 3.63 0.47 4.62 0.34 0.34 unless acting under the direction of a licensed Professional Engineers, to = 5.40 Lbs of Cl/Da 10%Sodium Hypochlorite Solution Filter Type alter any item on this material in any way. If an item is so altered, the Y Hi-Rate Sand Hi-Rate Sand Hi-Rate Sand Hi-Rate Sand Hi-Rate Sand Professional Engineer, who so alters or who directs another to so alter, Total Daily Flow= 45 GPM x 60 Min/Hr x 24 Hrs/Day= 64,800 GPD Filter Desi n Rate G/M/SF 15.0 15.0 15.0 15.0 15.0 shall affix to the item his seal and the n6tation"altered by"followed by Proposed Chlorinator CFIIor7.5SM Salt Chlorine System Delivers 7.5 Lbs of Cl/Day 64,800 Gal/Day x 10 ppm Filter Area Supplied S.F. 7.06 4.91 14.12 4.91 4.91 his signature, the date of the alteration and a specific description of th Delive Rate= = 6.48 Gal/Da 12.06 14.91 12.12 4.91 4.9 alteration. p Delivery Y Actual Filter Rate G/M/SF In-Door Pool Chlorine Demand (Code Compliant Back-Up System) 1,000,000 x 0.10 Backwash Rate G/M 90 25 175 60 66 10%Sodium Hypochlorite�Solution Proposed Chlorinator Delivers up to 12 Gal of Chlorine/Day Backwash Rate G/M/SF * 12.90 14.70 12.75 180 12.60 12.22 Permit Notes Total Daily Flow= 90 GPM x 60 Min/Hr x 24 Hrs/Day= 129,600 GPD System Total Head Ft 65 60 65 65 65 1. Owner will obtain County Permit to construct the pool. Work must be 129,600 Gal/Day x 10 ppm _Out-Door Spa Pool 2 Volume Calculation PumpMotor Horsepower 1 3 HP VSF i 3 HP VSF 2 3 HP/Ea. VSF 1 3 H.P. VSF 1 3 H.P. VSF performed in accordance with approved plans. Delivery Rate = = 1296 Gal/Day 1,000,00 x 0.10 . Volume= (25 SF x 3.0 Ft.)+(29 SF x 1.33 Ft.)+(10 SF x 1.5 Ft,x 0.5) Max. Number of Persons in Each Pool/Spa44 11 106 6 6 2. Owner shall file for and obtain local Building Department permits. Proposed Chlorinator Delivers up to 38 Gal of Chlorine/Day = 121.07 CF=905 Gallons Max. Number of Persons Within In-Door Enclosure 98 3. Contractor to obtain and provide electrical approval certificate. Max. Number of Persons Within Out-Door Enclosure I -- 224 4. Contractor to obtain potable water work permits and approvals. In-Door Spa Pool Volume Calculation Out-Door Spa Pool 2 Bather Capacity Volume= (51 SF x Ft.) Bather Capacity = 64 Sq. Ft / 1 Bather/10 BSF= 6 Bathers *Sand Filters Must Backwash at a Rate Between 12 G/M/SF and 15 G/M/SF Contractor shall hire a licensed plumber who shall file permit and install = 264. F = 980 Gallons SF ll 1.58 Ft.)+(17 SF x 1.75 Ft.x 0.5) an r.p.z. device on filter room domestic water service. All other water In-Door Spa P000ll Baattherr Capacity Out-Door Spa Pool 2 Chlorine Demand supplied to pool shall be introduced through 6"air gap or rpz. a Bather Capacity= 113 Sq. Ft / 1 Bather/10 BSF= 11 Bathers 10%Sodium HYp°chlorite Solution In-Door Excess Deck Allowance Calculations In-Door Spa Chlorine Demand Total Daily Flow= 45 GPM x 60 Min/Hr x 24 Hrs/Day=64,800 GPD Proposed In-Door Deck Area (Area Within Pool Enclosure) =3,895 SF 10%Sodium Hypochlorite Solution Delivery Rate= � = 6.48 GallDay 64,800 Gal/Da x 10 m Total In-Door Main and Spa Pool Areas = 774 SF - --- - Total Daily Flow= 45 GPM x 60 Min/Hr x 24 Hrs/Day= 64,800 GPD lax 1 In-Door Main Pool Required Deck= 763 SF Proposed Chlorinator Delivers up to 12 Gal of Chlorne/Day In-Door Spa Pool Required Deck Area = 167 SF Deli 1,000,000 x 0.10 very Rate= 4, Gal/Day x 10 ppm = 6.48 Gal/Day Number of Patrons in In-Door Deck Area= (3,895 SF-774 SF-763 SF - 167 SF)/ 1 Patron / 50 PSF Project Notes:Proposed Chlorinator Delivers up to 12 Gal of Chlorine/Day 43 Patrons+ 44 Bathers+ 11 Bathers 1.0 Denotes equipment list letter.ine/Day Swimming Pools Backwash = 98 Bathers 2. All buried piping between pool and filter to be NSF approved Schedule Per Filter Manufacturer-Backwash 3 to 5 Minutes {Assume 10 Minutes) 40 PVC pipe (except SCH 80 under pool shell) with solvent weld socket Out-Door Pool Volume Calculation In-Door Pool Backwash Vol. = 10 Min.x 90 GPM/7.48 Gal/cf= 121 cf fittings. Prior to being buried, piping shall be pressure tested. Volume= (1,238 SF x 4.21 Ft.)+(299 SF x 4.71 Ft.)+(63 SF x 1.5' Ft.x 0.5) In-Door Spa Pool Backwash Vol. = 10 Min.x 70 GPM/7.48 Gal/cf=94 cf Out-Door Excess Deck Allowance Calculations 3. All wiring &grounding to conform to The National Electric Code.All = 6,675.4 CF =49,940 Gallons electrical circuits to have ground fault interrupters. Out-Door Main Pool Backwash Vol. = 10 Min. x 180 GPM/7.48 Gal/cf=241 cf Out-Door Pool Bather Capacity Proposed Out-Door Deck Area (Area Within Pool Enclosure) =8,496 SF 4. Do not scale drawings. Out-Door Spa Pool 1 Backwash Vol. = 10 Min. x 45 GPM/7.48 Gal/cf= 61 cf Bather Capacity = 1,600 Sq. Ft / 1 Bather/]5 BSF= 106 Bathers Out-Door Spa Pool 2 Backwash Vol. = 10 Min.x 45 GPM/7.48 Gal/cf- 61 cf Total Out-Door Main and Spa Pool Areas = 1,728 SF 5.The Contractor is responsible for all rneans and methods of construction. Out-Door Main Pool Required Deck= 1,144 SF 6.The Contractor shall contact the Engineer of Record to schedule Outdoor Pool Salt Chlorine Calculation JPrimary Sanitizer) Required Leaching Pool Capacity = 121 cf+ 94 cf+241 cf+ 61 cf+ 61 cf=578 cf Out-Door Spa Pools Required Deck Area =294 SF required County inspections. Generator Sized for 5pprn Provide (1) 12 Ft. Diameter by 12 Ft. Deep= 1,210 cf Number of Patrons in In-Door Deck Area = (8,496 SF- 1,728 SF- 1,144 SF -294 SF)/ 1 Patron!50 PSF 7. All approval requirements of the County, stated on these plans, or not, Lbs of Cl/Day= 180 GPW60 Min/Hrx24 Hrs/Dayx8.34 Lbs/Gabe 5ppm See Grading & Drainage Plan by PWGrosser for Exact Leaching Pool Location = 106 Patrons+ 106 Bathers+ 6 Bathers + 6 Bathers are considered part of these plans. 1,000,000 8. Contractor is responsible for obtaining all municipal permits. = 224 Bathers p providing controlled compaction. 9. Contractor shall be responsible for = 1 at Lbs of Cl/Day Compaction is critical to the life of the structure. B Proposed Chlorinator 12;iM Salt Chlorine System Delivers 12.5 Lbs of Cl/Day 10. Permanently mount pool alarm transformers and remote annunciators B Out-Door Pool Chlorine Demand (Code Complaint Back-Up System) in lockable clear wall boxes.Swimming Pool Deck Drainage 10%Sodium Hypochlorite Solution 11. Prepare and submit steel reinforcing and structural steel shop drawings Total Daily Flow= 180 GPM x 60 Min/Hr x 24 Hrs/Day=259,200 GPD See Civil Site Plans By Others for Size and Location of Leaching Pools. to the Engineer of Record. 12. The Contractor shall provide a three ring binder containing the 259 200 Gal/Da x 10 m Proposed Indoor manufacturer's operation and maintenance manuals for each piece Delivery Rate= 1, 00, 0 )x 0.1 - 25.9 Gal/Day Pool &Spa Proposed Toilet Facilities of equipment, record drawings and valve chart to permit installation, Proposed Chlorinator Delivers up to 38 Gal of Chlorine/Da (indoor & Outdoor Pool Y Proposed Filter Equipment Proposed Indoor Enclosures) operation, winterization and maintenance of the entire pooi system. Room (For All Five Bodies Pool &Spa Enclos e ° 13. Whether explicitly stated or not, all work and materials shall conform of Water) o the strictest requirements ofANSI/APSP7 anti-entrapment codes and the Virgnia Graeme Baker Pool and Spa Safety Act. chow ►� O° Required Equipment Supervision COT PAV I Level 0 T (Adjust Supplied Equipment For Supervision Sought by Owner) IV P ° ° O , � DPD Test Kit DPD (Diethyl-P-Phenylene) test kits with new reagents Increments: capable of measuring pH & chlorine or bromine 0 o T-----` ------, 0.2, 0.4, 0.6, 0.8, residuals, shall be available at each pool. If other X ------ 1-•----- -- - ------- _.-___ 1.0, 1.5, 2.0 &3.0 halogens are used (other than chlorine), an IF 1' appropriate scale shall be provided. pH Test Kit A pH test kit with a range from 6.8 to 8.2, accurate to Increments: the nearest 0.2 pH unit, shall be provided. l II II r P--------------- -------i ( { , 6.8 7.0, 7.2, 7.4, X 7.67.88.0 &8.2 Testing Test shall be conducted &recorded for pH & free & ______ I I I g, 3 Times Daily total chlorine or bromine residual at the beginning,° I ' Burin , and at the end of each swimmingperiod. X `� j I Operating Complete daily operations records shall be kept of the ``---J Records operation of each swimming pool on forms (GEM 148) approved or furnished by the State Commissioner of Five Bodies of Water Backwash I Health. Upon completion, a copy of such records X --� Leaching Pool. 12' Dia.x 12' Deep. shall be maintained at the facility for 12 months. (p Provide Cover to Grade ----=� First Aid Kit A first aid kit, which may be any commercially C -� Li , , prepared 24 unit kit or a supply of ban aids, bandage X 9 compresses and self adherin gauze bandages. " _ " " CPR Mask A pocket face mask with backflow prevention to assist � \\ with CPR shall be readily accessible in every-- recreational facile . shedRescue Tube One rescue tube with an attached 6ne for ea. lifeguard Reaching Pole One reaching pole at least 15 feet Ion . ---- _.I O j Spine Board A full size commercially available spine board or a spin xil % g board six feet long and a minimum sixteen inches wide provided with straps to aid in immobilization of a victim & hand holds. z C_J x; i Ring Buoys Two U.S. Coast Guard approved ring buoys at least 18 �tl 4 i inches in diameter fitted with a quarter inch diameter X line a length of 1.5 times the maximum width of the c9 i; pool or 50 feet, whichever is less. x 3 Owner Is Responsible For Filing Perrnit To Operate And Safety Plan. 777�D 0 Z IT I I I T I I b. 61 - - o o> NEW PROPOSED DRIVEWAY Proposed Outdoor Pool s & Spas Enclosure r r 0 D � 3 e , r p County Review Stamp D " `•,tea /r� � �-,. 1 01/10/24 Per SCDHS Comments Dated 12/27/23 N05'30'50"W Proposed Outdoor Pool Rev. No. Rev. Date Description - 616.57' Proposed Outdoor Larry A. Rubinson, P.E. Spa 1 and 2 The Enclaves �► p1CA = =f~ '' 56655 Route 25, Southold, New York 11971 -N Pr Proposed In-Door & Out-Door Pools & Spas C , - n �- R & 1N nglneers, LU 380 Townline Road,Suite 150,Hauppauge,New York 11788 to Phone 631 969-8S Fax 631 969-8518 N05'30'50"W 1 Overal Site Plan � � Dwg.No.: 51.34 P_1 ��. _ Overal Site Plan, Schedules & Notes Scale: N.T.S. o era.. } SP-1 op S1 956 Dwg.Scale: Designed By: Checked By: Date, of Lice As Noted 1PRG ILAR December 14,2024 16 1 2 3 4 5 1 2 3 4 5 But to A z * 1 Drinking Fountain Waste Water Shall f Discharge To Sewer j ** Hose Bib With Vacuum Breaker f Connected To Potable Water Supply. � x x x x x x x x x x x z x x x x x x x x x x1-- - x z x � r Accessible tiff Location per Manufacturer. x Bond Lift r _.....__-- ---- - 2 See Civil Drawings by Others for Pool Final Deck Grading, Drainage and Dry Well Details 1 i •\ /'' < '' i ! ' ;' i , ' ' 1 \ ; f I ,. 3 Under Pool Deck Slab is to be Slopped Towards +,!`• ; ,:, „� i -' `� %/ �` 1 I � y, 1 /� •,� i; j �; \ I Trench Drain & Inlets l {/; �., ; ; .% ••,' I � �..t '�'` —._--------�� �__ f �- � (� �- � Pool Alarm Note 1 f Remote Annunciator Location To Be Field B Proposed Cabana (Typ.) x Determined By The Engineer of Record. B Drinking Fountain Note Fountain �0.50 d and nall obe of slanting ubmersibl ope ns gpe with a surrounding guard �. All Gates Shall Be Self Closing, Self Latching & Lockable. Latching All Electrical Outlets Within The Swimming Release Device Shall Be Located Pool Enclosure Shall Be Protected With -----� ; -£ I Min. 54 From The Bottom Of The i o Ground Fault Circuit Interrupters (GFCI) Fence. Gate To Swing Out (Typ. of 5) I Deck Note: �_._...i Nose _ •� Deck Material Must Be Submitted to I I Bib xi SCDHS For Approval Prior To Installation. x t I Line of Trench Drain Below Pool Deck3 / ` I 54" High Ornamental Depth Marker Note 1—L--------------------------- --------F— --------------------- Aluminum Fence I — — ----------- i � Xi Locate Depth Markers Where the Shown Actual X i i i-----------------------�------- ---------------------------------------------t { (Entire Perimeter) Depth Is Measured Three (3) Feet From the Pool I i t Wall. I ! tl 21 -$" i I I I Porcelain Tile. Deck 22'-11" I Per Owner's Architect. I I XI X i l i Paver Shall Have A I t I i I I Min.0.42 DCOF Porcelain Tile over Adjustable Pedestals I I I f t I by Pedexton or Approved Equal. Color I t to be Selected by Owner 750 x X I t -I�7.50 . 1 I Proposed 64 S.F. j i i d330 a 3 i i 30 Out-Door Spa 1 k 1 1I I Ti i 0 x� I t ► I t Spa Pool Junction Box X j j i 1 QiX (Typical of 4) I '; II II x i I I I I I I 13 I I oe x 7,-6„ Proposed 1,600 S.F. I I 33a D w Hose j j j R Out-Door Pool Bib i l t t 11 � II -00.50 F;q x ' 28'-7' 53'-4" 1112'-7" 9'B" 1 rni II II X Proposed 64 S.F. i 1 1 t t i Out-Door Spa 1 X i I I I j i I I I i i I t xi I I i 3 t SEEP OEEI I t ' Provide Expansion Joint at i I ADA Lift t t Decking Behind Coping t l (Typ-)' x 1 i i Stone Around Entire Pool. I x l t l Seal Joint With Self Leveling Thiokol. I I � 28 5" 23 I � x , L ———----- ---- ---------------- ------ ------___-- _— -------------- ------- -J I a 01 Proposed Hose Bib. �� Pipe Diameter& Material Floor Drain Below Pool Potable Water Only** �� IX Per Site Engineer2 I _______x� ' Deck37.50 (Typical of 3) D t } �Typ...°f.4)__.._..._.__.__.__ W27.20 W27.25 QQ o - _ — County Review Stamp �- Ram Down Ram Down 0.50 t O 1 1 01/10/24 Per SCDHS Comments Dated 12/27/23 j30.50 ` Rev. No. Rev. Date Description -------------_._____--.---.----__. ..__.._...-.------------ _______. .._._____.____.__..-_---____-_. -_-------__.-_-_-- _- -,—__-. _ _ -._-- -.-_-___.._.._._.____..___.________._____- _-.-._ Larry A. Rubinson, P.E. The Enclaves x x x — x x x x x z x x x x x z x x x x x x x x x ,� l x x x x x � �® N��;� 56655 Route 25, Southold, New York 11971 Proposed Exterior ADA Provide Hardwired Emergencyy Proposed In Door & Out-Door Pools & Spas Phone in Clear Labeled `x * ,' Z & Engineers, Compliant Bi-Level Drinking - J': wu 38o Townline Road,Suite 150,Hauppauge,New York 11788 Walkway Fountain. Potable Water Box. Phone to Connect to :W Emergency Responder n Phone 63t 969-8535 Fax 631 969-8518 Only * 9 Y p m �< ' . : R lsl �" Out-Door Pool & Spas Enclosure °wg "°" 1 Out-Door Pool & Spas Enclosure �a ��5� `� p SP-3 - Scale: 1/9' = 1'-U' ARO�'ES5t4���.. Dwg.Scale: Designed By Checked By: Date: of Licens .. 956 As Noted I PRG ILAR December 14,2023 16 2 3 4 5 2 3 4 5 < V. :2_�Zllltuj -- V) 'n A A B B A 4— Y fk LL J it T L C HO _V) `J j A I A T -4t D D ....... County Review Stamp 1 01/10/24 Per SCDHS Comments Dated 12/27/23 ----------- ...... ------ Rev. No. Rev. Date Description Larry A. Rubinson, P.E. The Enclaves N, 56655 Route 25, Southold, New York 11971 Proposed In-Door & Out-Door Pools & Spas P) & [-Engineers,• P.C.R W CC 3BOTownline Road,Suite 150,Hauppauge,New York 11788 iY F � Phone(631)969-6535 axJ631)969-8518 to. Dwg.No.: 1 � , "I Overall Out-Door Pool & Spas Piping Layout ri`� Overall Out-Door Pool & Spas Piping Layout Scale: 1/8" = V tp-9' 4() SP-7 -_Lice 14v�S - � � Dwg.Scale: Designed By lChecked By: Date: Of lAs Noted I PRG ILAR December 14,2023 16 2 3 4 5 2 3 4 5 Depth Marker Note 'Lighting Provided For Accent Only. Locate Depth Markers Where the Shown Actual Night Swimming Is Not Permitted. Depth Is Measured Three (3) Feet From the Pool Wall. � CL z N 05 W 2 � 4EE Wide Non-Slip 0 0 Oil Creek Removable Stainless �Frost Proof Tile On Tubing Steel Fill Spout with Leading Edge & � ,E 90 GPM EE 4 PM A Flexible Protection Front Face Of Each 3 SK 3 SK A To Be Located Pre-Cast Coping Return Inlet Step - Both Sides, 90 PM 3'ER 7 PM 3EER 6 PM 3"R 4 GPM 2EER Next To Ladder Stone (Typical) (Typ,of 12) 0 Contrasting Color on, P g"m s--� r- anE r--� Q ® JQ Q ® N 15 GPM 15 GPM 15 GPM 45 GPM Underwater Light 4'-6" (Typ. of 10) 3'-6" M —4' 5' 10' 7'-8" 7'-4" 6' 4'-6" 15 GPM a 15 GPM 11' 4'-6" O 3' Clear o 1 45 GPM g U, 15 M 1 E 2 �{ �t Q \-White Marcite 00 O® (1/2"Min.) Entire 7E-3 EE _ Pool Bottom &Walls All Piping & Fittings Under pc a 0 Locate Tee At Shell To Be Sch.80 C Midpoint Between Main Drain Sumps Notes: 1 13' 6 30, 4"MD 180 PM 1. Pipe Diameters Change Only At Tees. Clear Proposed 1,600 S.F. 2. All Elbows shall be long sweep. 15 GPM o_ Ih Door Pool N O CO u, - -v 9' Clear ©® 6`-3" `-" o_ CO B B Main Drain ih `ov (Typ. of 2) a- N 0 IF � 45 GPM 1' 1' `t A 15 GPM 71 C� Provide Accessible Lift by S.R. Smith (Locate In Accordance With Manufacturer's Specifications) 53'-4" ' 7-6 r-------i Ile EE 7E_( (JEE r E E E, E EE E E, E EE E EE E EE `� --4' —5- 4-4"-- 5' ----7-8 --- 7-4 10-6 4-6 4-4 r � Underwater Ligh I (Typ.of 10) 4 J J r tl5 GPM 45 GPM 15 GPM 15 GPM 115 GPM tD JO ® © O ® ® O � CD t—J 1�DEEP V— DE Skimmer No Diving"g" Provide Required 6 PM 4 GPM 30 GPM 15 GPM Provide Expansion Joint 3'x4' Clear Area 3"R 7'R 2"R 2"R oi- (Typ. of 4) p Locate Pool Alarm Marker Behind Coping Stone In Accordance With (Typical) 3"SK 4 PM 2"SK PM Around Entire Pool. Manufacturer's Seal Joint With Self Leveling Thiokol. Specifications (Typ. of 2) 1 Out-Door Pool La out Plan 3 Out-Door Pool Piping Layout P- Scale: 1/4" = 1'-T P- Scale: 1/4" = V-G' C C Proposed Coping 1.9" O.D. Stainless Stee 1.9" O.D. Stainless Stee Accessible Stone (Entire Hand Rail (Field Meas.) Hand Rail (Field Meas.) Lift Perimeter) Underwater Light Depth & "No Diving" Seal Joint Around St. St. Ladder Rail (Typical of 10) Markers (Typical) Entire Pool Fill Spout White Marcite 4"Contrasting Color Seal Joint Around Proposed Coping p (1/2" Min.) Entire Skimmer at Ste Nosing Entire Pool 4" Contrasting Color Skimmer Stone Depth & "No Diving" Water Lin p g Water Lin g (Entire Pool Deck Pool Bottom & ) (Typ. of 4) Pool Deck (El 0.0) at Step Nosing (Typ. of 4) Perimeter) ♦.E Markers (Typical) Walls (El 0.0 �. r•t - 31 :�, O z Return 4'-1 1" at Return White Marcite (El-12.0) ;•' �; EI-12.0) at Shallow End E (1/2"Min.) Entire Underwater Light Main Drains (Typical of 10) ,PNoalls Bottom & �Y- .:: s•-jj � •..:• .• .t fes y..-s. .�. `r .1 • .•w a :..,• i 77- t• •r :,� •.• •y J,, "Flat" Main Drain 8"Gunite Slab Hydrostatic Relief Sum & Walls Slope 1 V:21.6H Slope 1 V:27.1 H Valve (Typ.of 2) (Typ. f 2) 9'-6" ---T- 38'-1W -T- -5' 11'-6" -(- 7' -�- 11'-6" 53'-4" t 1 30' D D County Review Stamp 2 Out-Door Pool Lon i•ludinal Section 4 Out-Door Pool Transversal Section 1 01/10/24 Per SCDHS Comments Dated 12/27/23 P- Scale: 1/4" — 1'-T SP-g Scale: 1/4" = 1'-G' Rev. No. Rev. Date Description Larry A. Rubinson, P.E. The Enclaves -' 56655 Route 25, Southold, New York 11971 X Proposed In-Door & Out-Door Pools & Spas "-� & Engineers, cc ' 380 Townllne Road,Suite 150,Hauppauge,New York 11788 Phone 631 969-8535 Fax 1631 969-8518 LU Dwg.No.: Out-Door Pool Layout, Piping & Cross Sections S of 8 Lice ADF °�� b Dwg.Scale. Designed By. Checked By Date: 1 6 '` As Noted PRIGLAR December 14,2023 1 2 3 4 5 1 2 3 4 5 Lighting Provided For Accent O Spa Emergency Shut-Off -•.ems All Piping & Fittings Under nly. Night Swimming Is Not Permitted. panel On PVC Sleeved N Shell To Be Sch.80 Wood Post & PVC Cap. 4"Wide Non-SGp Frost Place Wire In Conduit. `-" v D Notes: Provide Accessible Lift by S.R. Smith Proof Tile On Leading Provide With 104°F Hi Temp. �' CO a r 1. Pipe Diameters Change Only At Tees. (Locate In Accordance With Edge & Front Face Alarm & 15 Minute Timer IF 2. All Elbows shall be long sweep. Out-Door Spa Pool 1 Proposed Manufacturer Equipment Schedule Manufacturers Specifications) Locate Pool Alarm Of Each Step & Bench, Locate Per Architect& , In Accordance With Both Sides. Contrasting With Quick Connectors & 2 SJA-- 2 SJA — Desig. Description Vendor Model No. Remarks Qty. r Manufacturer's Color. Stairs Shall Be Of Removable Post. 45 GPM 2'SJR 30 GPM 2"SJR A High Rate Sand Filter Pentair TR-100C NSF ApprovedJ4.91 SF 1 I I Specifications Non-Slip Design. B Pump-Self Priming Pentair IntelliFlo3 VSF Variable Flow Rate (3 HP) 1 I I W/ Buck-Boost Transformer' I d33 C Hair& Lint Strainer Pentair Integral w/ PumpProvide Spare Basket t I I £ D �3 B1 Hydro Pump Pentair IntelliFlo VSF Variable Flow Rate (3 HP) i A I l 15 GPM M W/Buck-Boost Transformer I n , T C1 Hydro PumpStrainer Pentair Integral w/PumpProvide Spare Basket 1 o _5�� 4'-7„ ti �, „ o _ D Flow Meter Recirculation FlowVis FV-2 10-110 GPM 2 2 I - N N o D1 Flow Meter Jet S stem FlowVis FV-3 70-240 GPM 3" 2 I ° ° E Chlorine Feeder Rola-Chem RC-25/53SC 0.1-12 GPD 1 _ 1 1 F Acid Feeder Rola-Chem RC-25/53 SC 0.1-12 GPD 1 7 2,$„ 4 W G Chlorine Crock" Cherr�Tainer TC3539DC 100 Gal. Double Wall Tank 2 W 15 GPM G1 Acid Crock Chem-Tainer TC2738DC 50 Gal. Double Wall Tank 1 o oao oe oo•ooe a oo ea o0 0o e o M >°oa°u°o°o°c°o°o°u:u°o a u°o°o°o°c c u o°a • o ��o e < °ease°.°ee°° �•I � � � H Water Heater Sta-Rite Max-E-Therm 199,500 BTU- Natural Gas W/ 1 Provide Requir�..d 3'x4' Clear Area '- o • • �N �, Vent Kit 2 . • . 10, St. St. Hand N iv Y, J Wall Return Inlet Pentair Co. 542087 Ad'. & Directional 4 CJJ - Ty O$ Rail N Locate Tee At °' `r' W < K Skimmer Pentair Co. 506370-BKG With Equalizer Valve Kit 1 rn Midpoint Between `-" `_" K1 Skimmer Equal.Fiffin Pentair Star ward 500144 8"0 Cover- 15.35 S.I.O.A. 1 2'-10' N N L Unblockable Drain A uaStar 32CDLT101 32 Lon -50.1 SI O.A. Ea. 2 Main Drain Sumps Return Inlet Removable Stainless 15 GPM � N O Compound Gauge Weksler AA442CC4LW Compound Type 2 (Typ. of 4) Steel Fill Spout. 0 N P Pressure Gauge Weksler AA442PE4LW 0-60 psi 5 �2 . 2_ - Provide Cap. Q�; o ih Q H drostatic Relief Valve Pentair 0 70 1 7-01 58 W/Collector Tubes 2 SP- °°° Oe,,,°°00000000°°° 01 Air Blower Ametek DR404AL58M 60 Hz 1 ee000000ee°oOOooeooeeoo 0 1 1 o°o°aio°eo°eoo°ooe°e°oie°e°o°eau°eo° 'o 000e0000e000e N•— • • o Underwater Light Q2 Timer/Emer .Sto Intermatic Spa Monitor Timer, Hi Tem.Alarm, SO,Temp 1 (Typ. of 4)� 2'$" N S Hand Rail S.R.Smith Three Bend Field Measure 1 2'-6" Skimmer U Chemical Controller Pentair IntelliChem --- 1 3' 5" 7' 4' 15 GPM V Accessible Lift S.R. mi Multiliff 575-1005 Provide Seat Saver Cover 1 1 - W Hydrotherapy Head Waterway 210-5830 15 GPM/Head Nozzle 6 Provide Expansion Joint 2'-6' 3' 2'-6" X Underwater Lights Pentair Intellibrite Color LED 12V W/Intellibrite Controller 4 Behind Coping Stone 0 15 GPM 15 GPM X1 UW Light Junction Box Pentair 78310600 -� 1 Around Entire Pool. Q o Y Flow Switch ITT McDonnell FS-250 1 Seal Joint With Self ; ES Eye Wash Station" BradleyS19224BPT Provide Sin 1 Leveling Thiokol 3 E PE N v) Z Pool Alarm Pool uard PGRM-2 W/ Remote Annunciator* 1 N DPD Water Test Kit La Matte Pro 250 Plus Code: 7002-NJ 1 First Aid Kit*** Recreonics 12-013 24 Unit Red Cross 1 Hydrotherapy Head Depth & No Precast Coping GP 2"SJR 2"SJR15 GPM 2"SJR o P Rescue Tubes Recreonics 12-303 W/6' Lines 2 (Typical of 11) Diving Markers p g Reaching Life Pole Recreonics 12-237 16' Lon 1 3 (Typical) Stones 2"SJA 2"SJA 2"SJA Sine Board*** Recreonics 12-335 6' Long---CJ Rescue Pk 1 P-9 Extrication Collar'** Recreonics 12-287 Head Immobilizer 1 Child Resuscitator Recreonics 12-469 Disposable Type 2 B R AdultBuoysscitator Recreonics 12-250 US Coast te Type 2 Guard Approved 2 B i Proposed Out-Door Spa 1 Layout Plan SP-9 Scale: 1/2" = 1'-0" ' Permanently mount alarm annunciator and transformer in labeled lockable boxes. 4 Proposed Out-Door Spa 1 Hydrotherapy Piping Plan •*Shared By All Pools. :' Shared By Out-Door Pool &Spas. SP-9 Scale: 1/2" = 1'-91 If Required to Adjust Low Voltage. 4 Wide Non-Slip Frost Proof Tile On Note: Revise And Provide Deck Safety Equipment Based On Level Of Supervision Per Owner. Leading Edge & Front Face of Each It Is Our Understanding That Owner Will Provide Supervision Level IV. Step- Both Sides, Contrasting Color. St. St. Hand 9 p Stairs Shall Be Of Non-Slip Design SORaiI Portable Vacuum Requirements** Provide the Following: Coping Removable Stainless 1. Hayward 1 HP portable vacuum system Stone "No Diving" & Depth Steel Fill Spout. Model LJP 750 (Bell Aqua). Marker (Typ.) Provide Cap. 2. One (1) Hayward 19 inch Flexible vacuum. Flexible 3. One (1) aluminum handle compatible with Joint vacuum head. d �- 3ADEEE -r fOil CreekS. n0 feet of hose. Tubing Provide all signs. (Max.) O H dro Head Spare Parts ( �0„) _ •• • .; A. �• • � N Provide the Following: ? 8" GuniteStab Bench 1. ,: ; &Walls 1 Straineer Baasket /Pump Underwater LED '' ` i .�•'�, • c� IT � a � I Cover Requirements Light (Typ.) - :' ' . •'•�' . :1: :•'•. ° ' • •• , - Provide & install brass cover anchors & ' "` • '� ,� • ,. '' • • Loop-Lac cover 45 GPMSolar Covers & Reels Main Drain Jet Suction Provide & install commercial solar covers reels C C Suction Pipe Pipe (T of 2) 3"SSK1„SF and covers by Horizon Ventures for the Out-Door (Typical of Z) 8" Gravel 22.5 GPM 2"SR 11.25 GPM 2,SR Spa Pool 1 CL 2' 2'-9" . _ 3'-3" d 0 8' � Piping Legend vWi SMD Sp!? Pool Main Drain 2 Out-Door S a l Cross Section N 0 N N SSK Spa Pool Skimmer SP-9 Scale: 1/2" = 1'-0" iy SR Spa Pool Return SF Spa Pool Fill SJR# Spa Pool Jet Return N SJS# Spa Pool Jet Suction r SJA# Spa Pool Jet Air 11.25 GPM ch St. St. Hand nS Rail All Piping & Fittings Under e.ee.eee..e.e. Removable Stainless a 11.25 GPM Shell To Be Sch.80 Steel Fill Spout. � sn Stone Coping Provide Cap. 4"Wide Non-Slip Frost Proof Tile On " Notes: Leading Edge & Front Face of Each 1. Pipe Diameters Change Only At Tees. Skimmer Step- Both Sides, Contrasting Color. 11.25 GPM Locate Tee A 2. All Elbows shall be long sweep. Flexible Stairs Shall Be Of Non-Slip Design o Midpoint Between Joint N Main Drain Sumps ch 45 GP "•• '�' DEEF a e0000 o000000 00000eo ooe000e ♦ • >es0000000eoa000e000e 000eoo + . , '• �••, a eeoeeooa oee000eoEO.000 „ 000000 ••, d LL 1 1 :.• . 3 N ' - �11.25 GPM Hydro Head - (-10") 8"ThickCe Bench '' r •: ' �' Gunite N C) t- ,_4 . . _ o County Review Review Stomp IF v• ♦ N • 1 :: • '• •�:•. � . , •. • _i :.� r •: fCN 01/10/24 Per SCDHS Comments Dated 12/27/23 • Rev. No. Rev. Date Description Larry A. Rubinson, P.E. The Enclaves 8"Gravel Of WE--/ 56655 Route 25, Southold, New York 11971 11.2 GPM 2'SR 2"SR 0 GPM 7-6" 3' 2'-6, Graphic scale � Proposed In-Door & Out-Door Pools & Spas PCf� _ R & ng(neers, 2' 0 1' 2' 4' 380 Townline Road,Suite 150,Hauppauge,New York 11788 8 Phone 631 969-8535 Fax 631 969-8518 C} 4 sus to 4r t .,• 3 5 Proposed Out-Door Spa 1 Recirculation Pi in Plan Out-Door Spa Pool 1 Layout, Piping & Cross Sections Dwg.No.: 3 Out-Door Spa 1 Cross Section _ (in feet) ��O 68�356 g�� SP-9 SP-9 Scale: 1/2" = 1'-0" SP-9 Scale: 1/2" = 1'-0" `�o��ssece� of 1/2 inch= 1-0' Dwg.Scale: Designed By: Checked By: Date: 16 License .. 56 As Noted I PRG ILAR December 14,2023 1 2 3 4 5 1 2 3 4 5 1 Spa Emergency Shut-Off All Piping & Fittings Under Lighting Provided For Accent Only. Z Panel On PVC Sleeved G N Z Night Swimming Is Not Permitted. Wood Post &PVC Cap. P Shell To Be Sch.80 Place Wire In Conduit. �icn 4"Wide Non-SGp Frost Provide With 104°F Hi Temp. N �-n- Notes: Provide Accessible Lift by S.R. Smith Proof Tile On Leading Alarm & 15 Minute Timer N 0 1. Pipe Diameters Change Only At Tees. (Locate In Accordance With Edge & Front Face Locate Per Architect & 2. All Elbows shall be long sweep. Manufacturers Specifications) Locate Pool Alarm With Quick Connectors & Out-Door Spa 2 Pool Proposed Manufacturer Equipment Schedule Of Each Step & Bench, Removable Post. (-—————--— -) In Accordance With Both Sides. Contrasting 2'SJA 2'SJA Desig. Description Vendor Model No. Remarks Qty. I I Manufacturers Color. Stairs Shall Be Of 45 GPM 2'SJR 30 GPM 2"SJR Specifications Non-Slip Design. A High Rate Sand Filter Pentair TR-100C NSF Approved 4.91 SF 1 I ( B Pump-Self Priming Pentair IntelliFlo3 VSF Variable Flow Rate (3 HP) 1 I ( r d a W/ Buck-Boost Transformer' I I �t C Hair& Lint Strainer Pentair Integral w/PumpProvide Spare Basket 1 A I l v � B1 Hydro Pump Pentair IntelliFlo VSF Variable Flow Rate (3 HP) 2 I 15 GPM �`� W/ Buck-Boost Transformer' A o �10 -5" 4'-7" N ; Cl Hydro PumpStrainer Pentair Integral w/PumpProvide Spare Basket 2 I _ _ _ D Flow Meter FlowVis FV-2 10-i 10 GPM 2" 4 C'nil D1 Flow Meter Jet S stem ow Is FV-3 70-240 GPM 3" 2 ° E Chlorine Feeder Rola-Chem RC-25/53SC 0.1-12 GPD 1 I ( _ - 7' 2��„ 4' F Acid Feeder Rola-Chem RC-25/53 SC 0.1-12 GPD 1 L_--. ———. — W G Chlorine Crock*' Chem-Tainer TC3539DC 100 Gal.Double Wall Tank 2 Wo ° °o:00008°e°°o.°Oees�D° 15 GPM G l Acid Crock** Chem-Tainer TC2738DC 50 Gal. Double Wall Tank 1 Provide Required M o, o°°°°°°°°°° ' �+�+ g °°°°°°°°'°°°°°°°°°°°°'°°°°° D H Water Heater Sta-Rite Max-E-Therm 199,500 BTU- Natural Gas W/ 1 3'x4' C{ear Area 2'- . • Q�N � �, o Vent Kit • 10 St. St. Hand GO o "' J Wall Return Inlet Pentair Co. 542087 Ad'. & Directional 4 W - Ty SQRail N Locate Tee At a M K Skimmer Pentair Co. 506370-BKG With Equalizer Valve Kit 1 m 2'-10' Midpoint Between "' K1 Skimmer Equal. FittingPentair Star guard 500144 8"0 Cover- 15.35 S.I.O.A. 1 Main Drain Sumps L Bottom Suction Sum ASA MFG. INC. FPK-50-809 9"x 9"x 17'- NSF Approved 2 Return Inlet Removable Stainless 15 GPM M Bottom Suction Grate Lawson Aquatics MLD-FGDO909 9"x 9"-42.12 SI OA/Ea. 2 (Typ.of 4) Steel Fill Spout. M' Unblockable Drain A uaStar 32CDLT101 32" Lon -50.1 SI O.A./Ea. 2 Provide Cap. 0� o M O Compound Gauge Weksler AA442CC4LW Compound Type 3 P-1 ° oo.p o e o aDee.o <�iv °°D°D•°•°°°°°°°°°°• P Pressure Gau a Weksler AA442PE4LW 0-60 psi 5 s0 Do 0000000000 .000DDODOOOODOOODOOOOOD000000 ® _ Q Hydrostatic Relief Valve Pentair 07017-0158 W/Collector Tubes 6 Underwater Light 2'$" 01 Air Blower Amete DR404AL58M 60 Hz 2 (Typ. of 4)' 3, 5„ �9 2'-6' 4, Skimmer N Q2 Timer/Emer .Sto Intermatic Spa Monitor Timer, Hi Tem.Alarm, SO,Temp 1 7. 15 GPM S Hand Rail S.R.Smith Three Bend Field Measure 2 U Chemical Controller Pentair IntelliChem 1 Provide Expansion Joint 2'-6" 3' 2'-6" V Accessible Lift S.R.Smith MultiLift 575-1005 Provide Seat Saver Cover 1 Behind Coping Stone a W Hydrotherapy Head Waterway 210-5830 15 GPM/Head Nozzle 11 Around Entire Pool. Q o 15 GPM 15 GPM X Underwater Lights Pentair Intellibrite Color LED 12V W/Intellibrite Controller 5 Seal Joint With Self -- Leveling Thiokol 3 N X1 UW Light Junction Box Pentair 78310600 1 EEP iV N Y Flow Switch ITT McDonnell FS-250 1 iv ES Eye Wash Station**— .Bradley S192246PT Provide Sin 1 Hydrotherapy Head Depth & No Z Pool Alarm Pool uard PGRM-2 W Remote Annunciator* 1 (Typical of 11) Diving Markers Precast Coping 0 GPM 2'SJR 2"SJR 15 GPM -_0--2"SJR 29 GPM DPD Water Test Kit La Motte Pro 250 Plus Code:7002-NJ 1 3 (Typical) Stones First Aid Kit*** Recreonics 12-013 24 Unit Red Cross 1 P_I 2"SJA 2'SJA 2'SJA Rescue Tubes Recreonics 12-303 W/6' Lines 2 ReachingLife Pole Recreonics 12-237 16' Lon 1 S ine Board`** Recreonics 12-335 6' Long-CJ Rescue Pkg. 1 B Extrication Collar*'* Recreonics 12-287 Head Immobilizer 1 B 1 Proposed Out-Door Spa 2 Layout Plan 4 Proposed Out-Door Spa 2 Hydrotherapy Piping Plan Child Resuscitator Recreonics 12-469 Disposable T e 2 Adult Resuscitator Recreonics 12-468 Disposable T e I2 P-1 OJ Scale: 1/2" = 1'-G' SP-10 Scale: 1/2" = 1 -0" Ring Buoys Recreonics 12-250 US Coast Guard Approved 2 * Permanently mount alarm annunciator and transformer in labeled lockable boxes. '* Shared By All Pools. 4"Wide Non-Slip Frost Proof Tile On '** Shared By In-Door Pool&Spa. Leading Edge & Front Face of Each St. St. Hand ' If Required to Adjust Low Voltage. Step-Both Sides, Contrasting Color. $ORail Note: Revise And Provide Deck Safety Equipment Based On Level Of Supervision Per Owner. Stairs Shall Be Of Non-Slip Design It Is Our Understanding That Owner Will Provide Supervision Level IV. Coping Removable Stainless Portable Vacuum Requirements" Stone "No Diving"& Depth Steel Fill Spout. Provide the Following: 1. Hayward 1 HP portable vacuum system Marker (Typ.) Provide Cap. Model LJP 750 Bell Aqua). Flexible ( q )• Joint 2. One (1) Hayward 19 inch Flexible vacuum. 3. One (1) aluminum handle compatible with LOI r -� 3 DEE -g - Oil Creek vacuum head. • Tubing 4. 50 feet of hose. 1-4- (Max.) p S! Hydro Head Provide all signs. s • ': . . 8" Gunite Slab Y' C �, Bench O Spare Parts •.• ; •� •:4*•�- & Walls Zh co Provide the Fallowing: I. 1 Skimmer Basket Underwater LED '' ` • 0 0 1 Strainer Basket /Pump G V) LO Light (Typ•) Cover Requirements • •• Provide & install brass cover anchors & N 0 0 0 0 ;,:• o 0 0 0 0 Loop-Loc cover 3'SSK 45 GPM C Main Drain Jet Suction Solar Covers & Reels Suction Pi Pipe (Typ. of 2) pe 22.5 GPM 11.25 GPM 1 SF Provide & install commercial solar covers reels C (Typical of 2) $ Gravel 2'SR 2"SR and covers by Horizon Ventures for the Out-Door Spa Pool 1 8' N Piping Legend SMD Spa Pool Main Drain 2 OUt-Door S a 2 Cross Section N SSK Spa Pool Skimmer N °- SR Spa Pool Return SP-1 Scale: 1/2" = 1'-T U_ LO "' Y' SF Spa Pool Fill SJR# Spa Pool Jet Return IF IF SJS# Spa Pool Jet Suction � SJA# Spa Pool Jet Air 11.25 GPM rp 2/Rail St. Hand Rail raa�aa�r 000°Do0000..............e•• Removable Stainless d 0 11.25 GPM Steel Fill Spout. o Co -N Stone g Provide Cap. 4"Wide Non-Slip Frost Proof Tile On ir) All Piping & Fittings Under L-1 J Leading Edge &Front Face of Each Shell To Be Sch. 80 Flexible Skimmer Step- Both Sides, Contrasting Color. 11.25 GPtv1 Locate Tee A Stairs Shall Be Of Non-Slip Design o Midpoint Between Notes: Joint o N Main Drain Sumps 1. Pipe Diameters Change Only At Tees. 3 - _. •. . -� DEE M 45 GP i-i 2. All Elbows shall be long sweep. +' " -•'• < ' e°uoe°ee°aee°a°D°°oeeeoeoi° ' ' (L Hydro Head �• 3 - - N t11.25GPM Bench 8"Thick :' :: O d ••i Gunite D t (�j�_4, : , ;: a Go • County Review Stamp .• .`.• ' *A. :3 . •• ;; 1 01/10/24 Per SCDHS Comments Dated 12/27/23 •! • Rev. No. Rev. Date Description Lary A. Rubinson, P.E. The Enclaves 8"Gravel - � ,$ 56655 Route 25, Southold, New York 11971 2-6 3 2'-6 1. PM 2'S@ 2'SR PM � ��1,1-��' 0� Proposed In-Door & Out-Door Pools & Spas Graphic Scale & Engineers, P.C. 2 0 1 2 4 � . 380 Townline Road,Suite 150,Hauppauge,New York 11788 ,., <;° U•�ILI Phone 631 969-8535 Fax 631 969-8518 Dwg.No.: 3 Out-Door S a 2 Cross Section s Proposed Dut-Door Spa 2 Recirculation Pi in Plan asp, �� Out-Door Spa 2 Pool Layout, Piping & Cross Sections SP-1 Scale: 1/2" = 1'-a' SP-1 Scale: 1/2" = 1'-0" (in feet) Op 68986 �� SP f 10 1/2 inch= VI Licens ofil_SS o�' 6 Dwg.Scale: Designed By Checked By: Date: 1 f As Noted PRIGLAR December 14,2023 1 2 3 4 5 1 2 3 4 5 Out-Door Pool Valve &Operational Chart Out-Door Pool : Hydraulic Calculations Out-Door Poolalve Valve Valve Valve Proposed Outdoor Pool Manufacturer Equipment Schedule No. Description T Diam. F B rain i Actual Equiv. Gallons Pipe Velocity Drop Actual Sub Desig. Description Vendor Model No. Remarks Qty. 1 e urn Bu a Length Length Per Size (Ft/Sec) Feet/ Loss Total A Filter-High Rate Pentair TR-140C 7.06S.F./Ea. NSF Approved 2 2 Main Drain Butterf ly. 4" T O O - (Feet) (Feet) Minute (Inches) 100 Feet (Feet) B Pump-Self Priming Pentair IntelliFlo3 VSF Variable Flow Rate 3H.P. 2 Plumber Shall Obtain 3 Skimmer Butterfly 4" O C C Recirculation C Hair& Lint Strainer Pentair Integral w/ Pum Provide Spare Basket/Ea. 2 R.P.Z. Permit**** 1" Install 2"QS 4 um uc ion a O O O D Flow Meter FlowVis FV-4 4"0- 160-300 GPM 2 5 Pum isc ar a BallO O O - 23 35 15 2 1.43 0.44 0.15 E Chlorinator Rola-Chem RC103SC 0.3-38 Gal Da 1 (� ®R.P.Z. Utilize Single Water Line Service & 6 ► er (from um u e O O O - 20 30 30 2 2.87 1.55 0.47 E1 salt Chlorine Generator ChlorKn ChIor12SM 12.5 Lbs/Da 1 FIII R.P.Z. For All Five Bodies of Water 7 lAcid Line o e 1 O C C - 42 63 45 2 4.30 3.28 2.06 F Acid Feeder Rola-Chem RC25/53SC 0.1-12 Gal/Day 1 8 Chlorine Line Globe 1/2" O - 32 48 60 3 2.60 0.81 0.39 G Chlorine Crock" Chem-Tainer TC3539DC 100 Gal. Double Wall Tank 2 9 Fill Line Ball 2" - - O 34 51 75 1 3 3.26 1.24 1 0.63 1 G1 Acid Crock" Chem-Tainer TC2738DC 50 Gal. Double Wall Tank 1 A 10 Filter from Pump) Butterfly3" O O 14 21 90 3 3.91 1.73 0.36 H Pool Water Heater Sta-Rite Max-E-Therm 400K BTU- Natural Gas- 1 11 Filter to Backwash Butterfly 3" C 1 O O O 200 300 180 4 4.54 1.67 5.01 9.07 W/Vent Kit Pressure 12 Filter to Return Butterfly 3" O C C O Skimmer J Return Inlet Pentair Co. 542087 Ad'. & Directional 12 Strainer Gauge © 13 Heater In Ball 2', O 42 63 45 3 1.95 0.48 0.30 K Skimmer Pentair Co. 506370-BKG With Equalizer Valve Kit 4 Check Compound O 14 Heater Out Ball 2' C C K1 Skimmer Equal.Fitting Pentair Star guard 500144 8"0 Cover- 15.35 S.I.O.A. 4 2 Provide Filter Manifold Plumbing 54 81 90 3 3.91 1.73 1.40 , Valve Gauge I V/P I &Valves From Filter Manufacturer 15 Heater By-Pass Butterfly4 T C C L Main Drain Box A.S.A. MFG. INC. FPK-50-812-4 12"x12'XIZ' 2 200 300 180 4 4.54 1.67 5.01 6.71 16 Salt CL In Ball 7 O M Main Drain Grate Lawson Aquatics MLD-FGD-1212 12"x12' -81.3 SI O.A./Ea. 2 o © Bottom Suction 4„ 4 O 17 Salt CL Out Ball 2' C C - N - �3 3" ® ® ® 18 Salt CL BY-Pass Butterf 4" T C C - 240 360 180 4 4.54 1.67 6.01 6.01 O Vacuum Gauge Weksler AA442CC4LW CompoundType 2 Recirculation „ 4 SK 18 Min. 4 O-0 n, C-Close, T-Throttle, F-Filter, B-Backwash, W-Waste Total Piping Loss 21.79 P Pressure Gau a Weksler AA442PE4LW 0-60 psi 6 Pump (90 GPM) © ® ✓ © 11 © p g Q Hydrostatic Relief Valve Pentair 07017-0158 W/Collector Tubes 2 4„ Pressure Sand Filter (Dirty)Head Loss 20 R Sight Glass Pentair 50901600 - 1 „ Gauge ® Flow Inlet Fittin s 5 S Hand Rail S.R.Smith Three Bend Field Measure 2 O Strainer o 3 O Meter Cut End Pipe g T Ladder Rail Set S.R.Smith CRH-100A - 4 4 MD 2 Tee Gauge and OIP 2" e ® S @ 45°Angle Color Code Schedule Strainer 5 T1 17.5"Recessed Ste S.R.Smith 62-209-4001 Textured Stepping Surface 16 O © Filtered Water Aqua Pool Water Heater 7.85 U Chemical Controller Pentair IntelliCherr. WiFi 1 © ri © 10 10 Provide 6"Air Gap V Check Valve Flowvis FV-4 Check Valve/Flow Meter 1 Check o 1 1 Potable Water Dark Blue Safe Factor 5.36 5 © Q Safety W Accessible Lift S.R.Smith MultiLift 575-1005 Provide Cover 1 Valve 3„ @ Recirculation Skimmer Olive Green Total System Head Loss 65 Ft X Underwater Light Pentair IntelliBrite Color LED W/ Intellibrite Controller 10 18" Min. Pump (90 GPM) -----'--" Backwash �------ 1 Main Drain Black Y - Sump P P - - F 4" Return Chlorine Line Yellow Acid Line Pink Bottom Grate Velocity (Filtration) � l E1 To D ell Z Pool Alarm Pool uard PGRM-2 W/ Remote Annunciator` 2 Backwash Waste Dark Brown Assume 100%Flow through 1 Grate Rescue T b Recreonics - 0 W s Velocity= 180 GPM/448GPM/CFS/81.3 S.I.x144 S.I./S.F. Reaching Life Pole Recreonics 12-237 1 n 1 2„ ITT McDonnell &Miller FS251 „ Sewer Dark Grey , ( ) 6 O Sc 35 PVC = 0.71 Ft/Sec < 1.5 Ft/Sec O.K. Sine Board Recreonics 12-335 6 Lon -CJ Rescue Pck . 1 = I Flow Switch -Wire to Pump"** Pipe to Existing On-Site Deck Drain Light Brown Extrication I is 1 - 7 H Immobilizer Leaching Pools - " ►� Flow ITT McDonnell &Miller (FS251) 4' ( ' ' i 4" ul us Recreonics -4 's I Meter* Flow Switch-Wire to Pumps ** l 17 16 Q 4 R EW Eye Wash Station" Bradley S19314EW W/ Drench Shower, Curtain 1 % 2„ Im CL S19-330 &Si n ( 18 m Recreonics -- - 1 7 ® ; ; 14 Q insulate Pipes to 3 - „ and from Heater o so , 1/2 0.D. I l m Permanently mount alarm annunciator and transformer in labeled lockable boxes. Acid Chlorinator ubing i Note: Revise And Provide Deck Safety Equipment &Signs Based On Level Of Supervision Per Owner. B Feeder 60 It Is Our Understanding That Owner Will Provide Supervision Level IV. B 50 " Shared By All Pools. CAP(cid © I ( E 40 *" Shared By Out-Door Pool &Spas. Proposed Max-E-Therm a 2 100 Gal ; i 400K BTU Propane Heater *Locate Flow Meter On A Straight Run Of Pipe >. Q 30:- 0 ( ) p a If Required to Adjust Low Voltage. ' ' W/ Manufacturer Vent Kit 20 Diameters Downstream & 5 Diameters a 20 i ► Chlorine Upstream Of Any Fitting Or As More Stringenly o 10 Note: Revise And Provide Deck Safety Equipment Based On Level Of Supervision Per Owner. Crocks i Specified By Manufacturer. Elbows & Fittings It Is Our Understanding That Owner Will Provide Supervision Level IV. I L----_----------J 11 Upstream & Downstrem Will Require Additional 0 20 40 60 eo 100 120 140 160 Run of Straight Pipe. Capacity GPrn Portable Vacuum Requirements" Spare Parts Ca ac' In US Gallons Per Mute ----------------------------------------J I tntelliFio VSF High Performance Pump Curve Provide the Following: Provide the Following: Provide 110% Containment For Each Crocl ** Items Shared By All Five Bodies of Water Pump Curve From Pump 1. Hayward 1 HP portable vacuum system 1 Skimmer Basket *** Flow Switch Makes or Breaks an Electrical Circuit When Manufacturer, Pentair Model LJP 750 (Bell Aqua). 1 Strainer Basket /Pump Flow Stops or Starts. Flow Switch to De-Energize Chemical 2. One (1) Hayward 19 inch Flexible vacuum. Signs 1 Out-Door Pool Hydraulic Schematic Pumps When There is no Flow on the Return Line 2 Filtration Pump Curve 3. One (1) aluminum handle compatible with Provide all signs. -1 N.T.S. **** Utilize Single Water Line Service& P-1 N.T.S. Out-Door Pool vacuum head. Solar Covers & Reels R.P.Z. For All Five Bodies of Water 4. 50 feet of hose. Provide & install commercial solar covers reels and covers by Horizon Ventures for the Out-Door Main Pool Out-Door Spa 1 Flow Out-Door Spa 1 Pool Hydraulic Calculations Out-Door Spa 1 Hydro Jet Hydraulic Calculations O O Hydrotherapy P Meter**Y pY Actual Equiv. Gallons Pipe I Velocity I Drop I Actual Sub Actual Equiv. Gallons Pipe Velocity Drop Actual Sub IntelliFlo3 VSF High Performance Pump Curve IntelliFlo3 VSF High Performance Pump Curve 3 D1 @ Pump ' Dt Length Length Per Size (Ft/Sec) Feet/ Loss Total Length Length Per Size (Ft/Sec) Feet/ Loss Total - Jet Suction ® ® Hydro (Feet) (Feet) Minute (Inches) 100 Feet (Feet) (Feet) (Feet) Minute (Inches) 100 Feet (Feet) Recirculation Jet System Heads 2 Sensor= Strainer ; 2', 3" Recirculation Hydro Head 1 ffi vo so I 28 42 11.25 1 2 1 1.08 0.27 0.11 6 9 15 2 1.43 0.44 0.04 '15 80 � 80, 14 1 21 22.5 2 2.15 0.93 0.20 24 36 30 2 2.86 1.57 0.57 i5 70 `o o ----' ' _ 252 378 45 3 1.95 0.49 1.85 2.16 10 15 45 3 1.95 0.48 0.07 b Control Spa Water - , Skimmer 252 378 90 3 3.91 1.73 6.54 7.22 � o -Co Wire Level 18"Min. 1 PVC Perforated 274 411 45 3 1.95 0.49 2.01 2.01 Jet Suction 1 C C Spa Panel fi Pipe Intake Bottom Suction 270 405 90 3 3.91 1.73 7.00 7.00 40 40 On Deck Locate Air Hartford p 3o Air Induction System Shall Be Installed Loop as Close to Spa 266 399 45 3 1.95 0.49 1.96 1.96Total Piping Loss 14.22 20 0 20 To Prevent Water Backup That Could As Practical Total Piping Loss 6.13 0 10 a 10 Cause Electrical Shock Hazards. Provide ® ------- p Sand Filter (Dirty) Head Loss 25 Required Pressure ft at Hydro Head 45 0 0 Air Loop Check Valve On Water Line. PVC Pipe Header Strainer 5 0 20 60 80 100 Ito 140 160 c'180 0 20 4o bo eo ►� 120 140 160 �I GPM To Hydrotherapy Heads 3„ Alf Switch Inlet Fittings 10 Safety Factor 5.78 Volumetrlc Flow Rate InGPM PM Volumeldc Row Role inGPM Blower Strainer 5 Flow Total System Head Loss 70 Ft Pump Curve From Pump Pump Curve From Pump 3 Out-Door S a Pool 1 H drothera H draulic Schematic 3" O Meter** Water Heater Head Loss 9.8 Manufacturer, Pentair Manufacturer, Pentair SP-6 Scale: N.T.S. Safety Factor 9.07 Sight �� Total System Head Loss 65 Ft Bottom Grate Velocity (Jet 1) ®❑ 2 y 5 Recirculation PumpCurve 6 H drothera Pump Curve Glass Assume 100% Flow through 1 Grate •9 Velocity=90 GPM/448GPM/CFS/50.1 S.I.x144 S.!./S.F. P-1 Scale: N.T.S. Out-Door Spa 1 P-1 Scale: N.T.S. Out-Door Spa 1 - Jet 3„ Strainer Recirculation Pressure o Bottom Grate Velocity (Filtration) =0.58 Ft/Sec < 1.5 Ft/Sec O.K. 3o OO © © Assume 100% Flow through 1 Grate 3"SK Compound Pump (3 H.P.) Gouge 2" Velocity=45 GPM/448GPMICFS/50.1 S.I.x144 S.I./S.F. D Gauge S VIP I =0.29 Ft/Sec < 1.5 Ft/Sec O.K. 3" C © A 3„MD 2" ® �5 © Cut End Pipe Out-Door Spa 1 Pool Valve &Operational Chart O @ 451 Angle FowVis 1&'Min. Pump Set Up at (� � ValveDescription Valve ValveValve Check Valve/ 60 GPM During O o. T D►am Filter Backwash Drain Fill Flow Meter _ Backwash__ __r_` __ � Provide 6"Air Gap 1 e urn u e - (- r _____ = 2 Main ram Butterfly 3" T O C 1 ♦ Backwash/Drain Skimmer 7eL- - Install 2"O R.P.Z. I Sump 4 Pum Suc ion B - Utirvi Single Water Line 1 © 5 um Discharge Ba 2" Fill Service &R.P.Z. For All I I ``Plumber Shall Obtain Five Bodies of Water I I 2" 6 ui ou ► F B W - 1 1 I ITT McDonnell &Miller (FS251) To On-Site 1110 7 Acid Line Globe 1 2" O C C - R.P.Z. Permit I I Flow Switch-Wire to Pump*** Drywell 8 Chlorine Line Globe 1 2" O C C - 9 it i Ball " I 1 Y 3" Return 10 In " 0 11 I - - D ( I o Heater p D 3"R 12 Heater -P rf " 13 r Suction Ball 0 1 - 14 r Discharge I ' I 1 01/10/24 Per SCDHS Comments Dated 12/27/23 Acid I TubingD ( 2 * O-Open, C-Close, F-Filter, W-Waste, T Throttle Rev. No. Rev. Date Description Feeder ( I FlowVis Locate Flow Meter On A Straight Run Of Pipe ( O 20 Diameters Downstream &5 Diameters RY - The Enclaves La A. Rubinson P.E. ( O Upstream Of Any Fitting Or As More Stringenly © j H Specified By Manufacturer. Elbows & Fittings N 56655 Route 25, Southold, New York 11971 0 50 GAL 1 1 Upstream & Downstrem Will Require Additional �� �Eiet ,��6, Double Wall J O (2)Chlorine Gal. I Run of Straight Pipe. r p p 1 ** Chlorine Proposed In-Door & Out-Door Pools & as All Chemical Feed Equipment Shall Be Electrically Acid Crock I � � ** 1 Provide 110% Containment For Each Croc ** Items Shared By All Five Bodies of Water ? �' �� � ^_:�-��' -"�, � R & W / Engineers, P.C. Interlocked With The Pool Pump So That They Cannot I Crock i1 = r-, u1 380 Townline Road,suite lso,Hauppauge,New York 11788 Operate When There Is No Flow In The Pool Return Line. L-____-______J *** Flow Switch Makes or Breaks an Electrical Circuit When .;r ;>'. Phone 631 969-8535 Fax 631 969-8518 Chlorinator Flow Stops or Starts. Flow Switch to De-Energize Chemical „ Dw .No.: Pumps When There is no Flow on the Return Line z,;1 Out-Door Pool & Spa 1 Hydraulic Schematics g 4 Out-Door spa Pool 1 Hydraulic Schematic **** Utilize Sin le Water Line Service & +`=a f'B`�'� & Calculations SP-12 -1 N.T.S. R.P.Z. For All Five Bodies of WaterarFBSlJ Dwg.Scale: Designed By: Checked By. Date: of License .. 956 As Noted LAIR PRG December 14,2023 16 2 3 5