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HomeMy WebLinkAbout45125-Z o�OS�FFOLCp�� Town of Southold 9/2/2021 P.O.Box 1179 o _ 53095 Main Rd y�►pl �ao ¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42313 Date: 9/2/2021 THIS CERTIFIES that the building IN GROUND-POOL Location of Property: 280 Shore Ln.,Peconic SCTM#: 473889 See/Block/Lot: 86.-1-4.13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/29/2020 pursuant to which Building Permit No. 45125 dated 8/21/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accesso in-ground swimming pool fenced to code as applied for. The certificate is issued to Moncrieff,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45125 10/30/2020 PLUMBERS CERTIFICATION DATED u h z d Signature T=T � TOWN OF SOUTHOLD �g�FFnt,r°° BUILDING DEPARTMENT a4 TOWN CLERK'S OFFICE o . 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#: 45125 Date: 8/21/2020 Permission is hereby granted to: Moncrieff, Robert 280 Shore Ln Peconic, NY 11958 To: construct accessoryinround swimming-g g pool as applied for per DEC Non-Jurisdiction letter. At premises located at: 280 Shore Ln., Peconic SCTM # 473889 Sec/Block/Lot# 86.-1-4.13' Pursuant to application dated 5/29/2020 and approved by the Building Inspector. To expire on 2/20/2022. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $300.00 ku�lding I pector oF so���®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlina-town.southold.n .us Southold,NY 11971-0959 ® ® y CoiJNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Robert Moncrieff Address: 280 Shore Ln city.Peconic st: NY zip: 11958 Building Permit# 45125 Section: 86 Block: 1 Lot: 4.13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: PSR Electric License No: 4802ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 4'LED Exit Fixtures Pump 1 Other Equipment- Heater on 250, Pump on 220GFCI Breaker, Salt Generator, Pool Lux Tranny, Pool Cover on 115GFC1 Breaker w/ Key Switch Notes- Pool Inspector Signature: Date: October 30, 2020 S. Devlin-Cert Electrical Compliance Form.xls Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 ^�7 Date � U�l_i(<:D New Construction: Old or Pre-existing Building: (check ow) Location of Property: aoyr_ L"-a-, -/) -OU House o. Street Hamlet 'e#: Owner or Owners of Property: /� �/� n ' /� P rh'��(J�1 �•i' 1 '�.t C�Y� l�n Suffolk County Tax Map No 1000, Section Block < I Lot Subdivision_ _� r,� "C3 ap. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: t./ (check one) Fee Submitted: $ l pplicant Signa re Buildirig.Depart-ment Application AUTHORIZATION (Where the Applicant is not the Owner) f I, residing a —S)MCel (Print property owner's name) (Mailing Address) f _r � do hereby authorize y (Agent) to apply on my behalf to the Southold Building Department. ( wn ' -Signature) (DAte) )404 MDOC �LeQ-)- (Print Owner's Name) laf SOGIyO� �� �,� d `Ze t..! slmk-oer 0 Z- , V 1 e TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS:_7Z0,Azbn,0, °y raLACINA DATE C INSPECTOR pF SOGTyo� 2-8)� S k(m # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. r �=" " [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ti [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ��1/ ti. DATE /540 /2f-2INSPECTOR .��.. � IY� OF SOUTyo * # TOWN OF SOUTHOLD_ BUILDING DEPT. �`ycaurme�'�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULA O CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I Q^ d�J I DATE y INSPECTOR pF OU # TOWN OF SOUTHOLD BUILDING DEPT. coum" 765-1802 - INSPECTION .[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND: [ ]] I SULATION/CAU G [ ] FRAMING /STRAPPING [ FINAL Ole- FIREPLACE lPFIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: , DATE INSPECTOR. -F FIELD-INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) rNA vi q --------------------- -------*- ,C FOUNDATION(2ND) rA ROUGH FRAMING& PLUMBING y 9 INSULATION PER N.Y. y STATE ENERGY CODE mwl FINAL ADI) iN L CE( 1VlENTS , 1® ��0 d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST rr' ` BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E C. Trustees <KhFlood Permit Examined 20 Storm-Water Assessment Form Contact: q [�D l� Approved p I ,20 t� Mail to AJ c V l l Disapproved a/c t Phone: _ pL Expiration 20� /v2_ N\4 I Building Inspector APPLICATION FOR BUILDING PERMIT AY ' "F Q2� Date � 20 a "' ; INSTRUCTIONS f'p:', ,a:This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 yts of plans,accurate plot plan to scale.Fee according to schedule. • ;b.Plot plan sho_wing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c.,The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit ` shall be-kept on the premises available for inspection throughout the work- e. orke.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or 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 for necessary inspections. (Signature of applicant or name,ilycorporation) an�.�Y� (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder UU ap�J Name of owner of premises 7knreinMcwi (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 2-,1 "c I Plumbers License No. Electricians License No. Other Trade's License No. 1. LgWf 11 on re pro osep d work will be dtJh�j House Number Street_ t+ Hamlet 1-14 County Tax Map No. 1000 Section / Block LJ 1 Lot �� I Subdivision InpFiled Map No. Lot yVk 5vtd �'`3 s 2. State existing use and occupancy of pr--- inten ed us nd o cu any of propos:d constntc f a. Existing use and occupancy ASjl_ b. Intended use and occupancyDy--D r W-S 3. Nature of work(check which applicable):New Building Addmho Altera on Repair Removal Demolition Other Work _ff)I (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO� 13.Will lot be re-graded?YES_NO Will excess f 1 be removed from premises?YES N 14.Names of Owner re s Vv' '�-� `A dress ZM l�, one f� G I � %� Name of Archite t ddres G No C,31 -- Name of Contractor s Phone No. O 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES N *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY B QUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ` e g duly sworn,deposes and says that(s)he is the applicant (Name o individual signing contract)above named, (S)He is the��/l� (Contractor,Agent,Corporate Officer,etc.) `��ttttlll f 111 Uq�� of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file thicAl, iionM that all statements contained in this application are true to the best of his knowledge and belief;and that the wor o Yb .- I OTAR y•.,t�`,A�.' performed in the manner set forth in the application filed therewith. y NO.Ot Ml6231857: Swr t efore me this 5 .-SUFFOLK COUNTY day o k�j20,�90 S t COMM.EXP, J : �• v N tory Public Signature ofAp i nt ��r����'OF INE �����\ NEW YORK STATE DEPARTMENT-OF-ENVIRONMENTAL.CONSERVATION Division of Environmental Permits,Region 1 SUNY @'Stony Brook,50 Circle Road,Stony Brook,NY 11790 .,._�.. 'P=�(i3"1)4Ar7-0�&5'I°F"(631J A�T71=r?�Fi•Oi _... __� VJ1A'W.dPC.ny.g0v NO PERMIT NECESSARY August 11, 2020 Karen Moncrieff 280 Shore Lane Peconic, NY 11958 Re: Application #1-4738-02756/00002 Moncrieff Property— 280 Shore Lane SCTM# 1000-86-01-4.13 Dear Ms. Moncrieff: The Department of Environmental Conservation (DEC) has completed a review of your proposal to construct a swimming pool and fence located greater than 75 feet from the Tidal Wetlands Boundary as per the plans prepared by Nathan Taft Corwin III Land Surveyor, fast revised 07/15/2020. Based on the information you submitted, DEC has determined that this type of work is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as an activity that is not regulated. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law. In addition, there are no fees associated with proposals that do not require a permit. Your voided check is enclosed. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Sherri Aicher Permit Administrator cc: BMHP File YURVDepart nor Environmental `1� ,Conservatmrt � Scott A. Russell e0e`� AN°sS'7C'c0�]Eb��J[��VA\T)E][�SUPERVISORSOUTHOLD TOWN HALL-P.O.Box 1179 02 AWA NA\cG�]EAKIENT53095 Main RoadSOUTHOLD,NEW YORK 11971 � � Town of Southold �1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJFGr INVOLVIE ANY OF THE FOLLOWING y No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Elq D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit t-your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #; 1000 Date: NAME• Miaa 1P 'i Section Block Lot / ***FOR BUILDING DEPARTMENT USE ONLY**** Contact Informattc� 47� ?!?�Q Re p6mr 14um6erl Reviewed By: Property Address/Location of Construction Work: _ JjAA _ _ _ _ _Date: _ ppproved for processing Building Permit. tormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 2-9 2020---.- BMID G DMT. T01,74 0'V 6f -j?T1E[QtD BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex-5.4375-Main Road PO Box 117.9 SoudWd, New Yovrk i 1971-0969 - Telephone(631),:76 5-1802- A ( 1)755-9502 roaAnrichertita town.sout�oId.nv.0 APP LI+ iii IO V FOR ELECTRIaC�4L 1r�sPECT10 Company Marne: Name: - License No- .ltI_ -ddress:- a,v ESITE C�RMAI'"ION- (Affj tl'bft4on rtegef�J� - - dress: - - t�•r+oss Street: - .- - - - _- _ - - - Phone No.: Bldg.Pdrin!P. Tex Mapbistrit �flQO _ Section: Block; BItIE1"�?ESC131P '101�1®F WORK(Please Print Clearly) Cir-Cl®All That Apply: 19-job ready for inspedtlon?:YES% O Rough In Ficial Do you need-a Temp Certificate?: YES t NO Issued On Tep Information: (Ali womyatlon required SeMP f o '{.Pi1 3 Ph Sim: A #Meters _ Old W64 New Service_p1m Reconnect Flood-Reconnect,-Service Reconnected-.Underground-Clverltead Underground Laterals 7 2 H frame Polo Work done on Service? Y N 1 ir►form _ - Addifiona anon. PAYMENT DUEWITH APPLICATifliot V� 2,g 2020 - - BUILDING DM. T0V1W C;Y 5n,LIT]JOY -BUILDING DEPARTMENT-Electfical Inspector = TOWN OF SOUTHOLD- ���� -'awil Hall Annex 54375-Main Road-,P?O BOX-1179 - : Southold; N York'[197 -09 0 : = .Telep6bW(6-1,J)-7165-180Z-PAX($$1-)765-0502-_ - - - ro�er nch0 tciwnrso�d:rirnP.us ►!a'FL " T[O I t3 E�. T`RhG�4t:_!NSPEG7 QN_ r2o II ]Bale:e: Lfc;ei ise No.: J00 Req a�Ftmn�ew.-; ad Mtuie No '>r` c= b frit IWO:_ sbcdoii: I�:ii1~ a B 2�E t3ESCRIPTI©N OYF�1 ibi�i+C(Pl�as+a-I�Hn#Cleiar#Yj . � cirri.Aff That- hr* - - Is-jobready1or1nspdct1dn7: . 1(ES% O RotigH rri Final Do�rou fil air Caariifica#eta YES/ NO Issued On - t$mp tnfocmatlo_h_: _ ion reel } _ Servlce.SFie 1:Fh .3 Ph` SW Meters Old MO" clew Service-FireReconnect-Flaod ReQonnect-ServiceAewnnected-lindftroirnd-Dveufiead Underground.L;aferals. 1 _2 .:. . H Frame Pole Work done-on Service? ,Y N PAYAPPLICATION • 1 �dLo PERMIT# Address: Switches Outlets GFI's Surface Sconces HH's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: 1 Comments• IJ G 0, �1 A )T7- �nq ICA zj r ! Ec" ) PLOT PUN � LOP3 F RICHMOND SHORES AT PECONIC FILE No. 6873 FILED NOVEMBER 20, 1979 R=25.00• SITUATED AT L=39.27 PECONIC ,TOWN OF SOUTHOLD SUFFOLK COUNYs" NEW YORK y - S.C. TAX No. 1000-86-01-4.13 SCALE 1"=40' JANUARY 13, 2000 AUGUST 17, 2000 ADDED TOPOGRAPHICAL SURVEY DECEMBER 4, 2000 REVISED PROPOSED HOUSE JULY 23, 2002 REVISED PROPOSED HOUSE OCTOBAPRIL, 8 0020030UNDATFINAL ISURVEYON ATION AREA = 27,940.66 sq. ft. 0.641 ac. 0 9J i 0- S S 84'39200" •I oa C4,`�'ot E LOT tee+ 220.00' N�1n NOTES: 1. THIS PROPERTY IS IN FLOOD ZONE X. s \ �za FLOOD ZONE INFORMATION TAKEN FROM: r !1 -eORNEWAY UNDER CONSTRUCT'AN•m� . FLOOD INSURANCE RATE MAP No..36103CO1 62 G Ut J �• ZONE X. AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN 7It o I c 0 6 h �11L N = o4 ► ^ v a 3 _ - 3} ZT LI � O y �f j5 CERTIFIED T0: —y �r 2� n '73 � ROBERT MONCRIEFF ' !` a _ KAREN MONCRIEFF JP MORGAN CHASE BANK ^ �� �\ ADd FIRST AMERICAN TITLE INSURANCE COtv_IPANY OF; N(N• YORK 0 to 2 Q 4lgTFq` 3�SCO 2 1 \ 3.4� r� _- •, - -. co 2-9- L 13 w'3' - 744 N 38 AL h 7a 4• � rs 3�' `� s` VORD . Z PREPABE��1F ,1N THE MINIMUM TAARDAFI0.5 FOR v AS ESTABLISHED N / `C-{ 1 ;6Y IHe LA L S'ltip- 91ED AND ADOPTED SUCH 6g wry/ oy��Ne C7� \ ` FIPGr TTTL_ASSOC TC E •EIWRK STATE LAND 00 1(0 1p r (-3 = 7 N.Y.S. Uc. No 49668 UNAUTHORIZED ALTERA-PON OR AOCIDON < TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE v� - - EOUCA710N LAW. Joseph �� �gp3 COPIES OF THISA.SURVEY MAP NOT BEARING y� �] THE LAND SURVEYOR'S INKED OR ��� �������� OfiSEAL SHALL NOT BE CONSIDERED TBE A .. - -- TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RLN f ONLY TO THE PERSON FOR WHOM THE SURVEY - IS PF,-PARED. AND ON HIS BEHALF TO THE 7.0 COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEE" OF THE LENDING INSR— TU ION. CERTIFCATICNS ARE NOT TRANS'Z?AELL. PHONE (631)727-2090 Fax (631)727-1727 111E EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MA&IG ADDRESS AND/CR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1380 ROANOKE AVENUE P.O. Box 1931 Rr ERHE40, New York 11901 Riverhead, New York 11901-0965 i Suffolk County Dept.of Labor,Licensing 1£Consumer Affairs t HOME IMPROVEMENT LICENSE > Name RANDY T RODECKER +•�:= Business Name This certifiesldf that the FENCE KI NG OF ROCKY POINT INC D13A bearer is duty Licensed by the Cbunty'of suffolk License Number:H-21412 Rosalle Drago Issued: 06/01/1992 Commissioner Expires: 06/01/2022 e'N Y EW workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured SWIM KING POOLS 71 ROUTE 25A ROCKY POINT, NY 11778 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is or Social Security Number specifically limited to certain locations in New York State,i.e., 113008276 2.Name and Ad cess of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterIPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"I a" 53095,Rt 25 P O Box 1179 DBL37154 Southold, NY 11971 3c.Policy effective period — -- 02/01/2020 to 01/31/2021 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F1 B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/7/2020 By W40, (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1 Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111°°°1°°11°°1°1°�11°!�°�!�°°°111111 \ +I III f i YORK Wgrkers' CERTIFICATE OF STATE= Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Fence King of Rocky Point,Inc. 631-744-8100 Dba Swim King Pools&Patios 471 Rt.25A 1c.NYS Unemployment Insurance Employer Registration Number of Rocky Point,NY 11778 Insured Work Location of Insured(Only required It coverage Is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Securl certain locations In New York State,I.e.,a Wrap-Up Polley) ty Number 113008278 �I 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Everest Indemnity Insurance Co. Town of Southold 3b.Polley Number of Entity Listed In Box"1 a" 53095 Rt.25 SW5W000205191 PO Box 1179 Southold NY 11971 3c.Policy effective period 11/05/2019 to 11105/2020 3d.The Proprietor,Partners or Executive Officers are E] Included.(Only check box if all partners/officers Included) E] all excluded or certain partners/officers excluded. This certifies that the Insurance carrier Indicated above in box"3"insures the business referenced above In box"l a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation Insurance policy). The Insurance Carrier or Its licensed agent will send this Certificate of Insurance to the entity listed above as,the certificate holder In box"2". The Insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the Insured from the coverage indicated on this Certificate.(These notices may be sent by regular mall.)Otherwise,this Certificate is valid for one year after this form Is approved by the Insurance carrier or Its licensed agent,or until the policy expiration date listed In box"3c",whichever Is earlier. This certificate Is Issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy Is In effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business Is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named Insured has the coverage as depicted on this form. 11/ Approved by: NAI l� 1 .S V `�Y - (Pdnt nara of aul Id rr rem'or licensed agent of Insurance carrier) Approved by: U1 tl —VicePresident II I l (Signature) (Dat� ) � � i Title: �\V VP Telephone_Number_of authorized-representative-odicensed_agent-oLinsurance-carrier s U ' U/V Please Note:Only insurance carriers and their licensed agents are authorized to Issue Form C-105.2.Insurance brokers are NOT authorized to Issue it. C-105.2(9-17) www.wcb.ny.gov y APPROVED AS NOTED DATE: dg P.# FEE: a 6� BY: NOTIFY BUILDING DEPARTMENT AT RETAIN STORM WATER RUNOFF 765-1802 8 AM TO 4 PM FOR THE PURSUANT TO CHAPTER 236 FOLLOWING INSPECTIONS: OF THE TOWN CODE. 1. FOUNDATION - TWO REQUIRED FOR ROURED CONCRETE 2--'ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ?N ,, WN ZBA 94T�ns�i�i p1QNG BOARD S0I ITHOLD TOWN TRUSTEES 's 0 L 7 ;ELb GSE POOL TO CODE -U�'PON COMPLETION T, FORE.,'-'WATER„ OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY UJ- WAIKIKI I - 100 LAKE MICHIGAN - 597 BILOXI - 391 EMPIRE - 390 STOCKHOLM - 393 ORLANDO - TSPA iP00L2 - 726 WAIKIKI II - 125 SEASIDE - 210 VEGAS - 425 RIO - 378 BARCELONA - 379 INSIDE DIM: 11'-6"x25'-11' INSIDE DIM: 16'-0"x26'-0" INSIDE DIM: 10'-11"x26'-3" INSIDE DIM: 12'-11"x26'-3" INSIDE DIM: 13'-2'x26'-3' INSIDE DIM: 10'-0"x26'-8" INSIDE DIM: 11'-0"x26'-9" INSIDE DIM: 11'-6"x26'-11" INSIDE DIM: 11'-1"x27' INSIDE DIM: 15'x27' INSIDE DIM: 14'-10"x27'-4' INSIDE DIM: 14'-10"x27'-4' DEPTH: 3'-5', 5'-6" DEPTH: 6'-4" DEPTH: 4'-3" DEPTH: 4'-3' DEPTH: 5'-9' DEPTH: 3'-10" DEPTH: 5'-0' DEPTH: 3'-8', 5'-6" DEPTH: 3'-6', 6' DEPTH: 3'-3',5'-1" DEPTH: 3'-4", 5'-7" DEPTH: 3'-4", 5'-7' VOLUME: 8000 GAL. VOLUME: 10122 GAL VOLUME: 6400 GAL VOLUME: 6400 GAL VOLUME: 10,000 GAL VOLUME: 6800 GAL VOLUME: 9000 GAL. VOLUME: 8500 GAL. VOLUME: 8000 GAL VOLUME: 11,300 GAL VOLUME: 10000 GAL VOLUME: 9000 GAL. AREA: 266 SQ.FEET AREA: 375 SQ.FEET AREA: 287 SQ.FEET AREA: 289 SQ.FEET AREA: 345 SQ.FEET AREA: 267 SQ.FEET AREA: 294 SQ.FEET AREA: 277 SQ.FEET AREA: 242 SQ.FEET AREA: 356 SQ.FEET AREA: 324 SQ.FEET AREA: 324 SQ.FEET PERIMETER: 68 UN.FEET PERIMETER: PERIMETER: 74 LIN.FEET PERIMETER: 78 UN.FEET PERIMETER: 79 UN.FEET PERIMETER: 74 UN.FEET PERIMETER: 76 UN.FEET PERIMETER: 70 UN.FEET PERIMETER: 68 LIN.FEET PERIMETER: 73 LIN.FEET PERIMETER: 73 LIN.FEET PERIMETER: 73 UN.FEET KOKOMO - 110 VENETIAN - 520 SANDCASTLE - 522 HAWAIIAN - 870 HUNTINGTON BEACH - 385 POMPANO BEACH - 375 DESERT FALLS -189 DESERT SPRINGS - 190 WYLELA BEACH - P-22 MONTE CARLO - 576 LAKE SUPERIOR - 596 INSIDE DIM: 10'-4"x27'-5" INSIDE DIM: 14'-1"x27'-7' INSIDE DIM: 13'-11'x27'-10" INSIDE DIM: 11'-9"x27'-11" INSIDE DIM: 15'-10'x28'-0" INSIDE DIM: 12'-11"x28'-9" INSIDE DIM: 12'-10"x 28'-11" INSIDE DIM: 12'-10"x 28'-11" INSIDE DIM: 12'-0"x 30'-0" INSIDE DIM: 15'-1"x30'-10" INSIDE DIM: 16'-0'x31'-0" DEP•FH: 4'-0" DEPTH: 3'-6',5'-4' DEPTH: 5'-5" DEPTH: 3'-C. 6'-0' DEPTH: 5'-7" DEPTH: 3'-7', 5'-5" DEPTH: 3'-1", 6'-0" DEPTH: 3'-1', 6'-0' DEPTH: 6'-2" DEPTH: 3'-8",5'-8' DEPTH: 6'-4" VOLUME: 6200 GAL VOLUME: 9,500 GAL VOLUME: 8,300 GAL VOLUME: 10,000 GAL VOLUME: 9500 GAL VOLUME: 9500 GAL VOLUME: 7000 GAL VOLUME: 6800 GAL VOLUME: 7271 GAL. VOLUME: 16,000 GAL. VOLUME: 16,635 GAL AREA: 229 SQ.FEET AREA: 310 SQ.FEET AREA: 356 SQ.FEET AREA: 295 SQ.FEET AREA: 324 SQ.FEET AREA: 302 SQ.FEET AREA: 295 SQ.FEET AREA: 290 SQ.FEET AREA: 360 SQ.FEET AREA: 467 SQ.FEET AREA: 496 SQ.FEET PERIMETER: 65 UN.FEET PERIMETER: 85 UN.FEET PERIMETER: 85 UN.FEET PERIMETER: 72 UN.FEET PERIMETER: PERIMETER: 70 UN.FEET PERIMETER: 84 UN.FEET PERIMETER: 82 UN.FEET PERIMETER: 84 UN.FEET PERIMETER: 92 UN.FEET PERIMETER: 94 UN.FEET � o SAVANNAH - 400 SAVANNAH DEEP - 450 DOLPHIN - 351 MANATEE - 225 ATLANTIC - 850 ATLANTIC DEEP - 851 MAJESTIC - 840 COSTA AZUL - 526 CAESARS PALACE - 800 MANATEE DEEP - 490 INSIDE DIM: 13'-2"x31'-8' INSIDE DIM: 13'-2"x31'-8' INSIDE DIM: 13'x 32' INSIDE DIM: 12'-11"x32' INSIDE DIM: 14'-6"x32' INSIDE DIM: 14'-6"x32' INSIDE DIM: 14'-10"x32'-7" INSIDE DIM: .6'-0"x35'-0" INSIDE DIM: 14'-11"x32'-8" INSIDE DIM: 13'-9'x32'-10' DEPTH: 3', 5'-6" DEPTH: 3'-2", 8'-0' DEPTH: 3'-9", 5' DEPTH: 3'-6", 5'-10" DEPTH: 3'-8', 5'-9" DEPTH: 3'-8", 8'-0" DEPTH: 3'-6', 5'-5" DEPTH: 8'-0' DEPTH: 3'-4',5'-8" DEPTH: 8'-0" VOLUME: 11,500 GAL. VOLUME: 14,000 GAL. VOLUME: 11,500 GAL VOLUME: 12,000 GAL. VOLUME: 10,400 GAL VOLUME: 11,300 GAL VOLUME: 13,500 GAL VOLUME: 18,000 GAL VOLUME: 11,400 GAL VOLUME: 13,700 GAL AREA: 366 SQ.FEET AREA: 362 SQ.FEET AREA: 395 SQ.FEET AREA: 354 SQ.FEET AREA: 375 SQ.FEET AREA: 375 SQ.FEET AREA: 431 SQ.FEET AREA: 540 SQ.FEET AREA: 417 SQ.FEET AREA: 354 SQ.FEET PERIMETER: 80 UN.FEET PERIMETER: 80 UN.FEET PERIMETER: 84 UN.FEET PERIMETER: 80 UN.FEET PERIMETER: 80 LIN.FEET PERIMETER: 80 LIN.FEET PERIMETER: 86 UN.FEET PERIMETER: 83 UN.FEET PERIMETER: 101 UN.FEET PERIMETER: 80 UN.FEET 0 O GRAND MANHATTAN - 028 NIAGARA - 577 NEWPORT - 145 MARATHON - 776 CAESARS PALACE BEACH - 801 iP00L - 725 OTTAWA 395 STAR DUST - 380 CLEARWATER BEACH - 384 I . . INSIDE DIM: 14'-10"x32'-10" INSIDE DIM: 15'-1"x33' INSIDE DIM: 11'-4'x33'-4' INSIDE DIM: 8'-6"x34'-0' INSIDE DIM: 16'-0'x34'-0`. INSIDE DIM: 12'-8'x35'-2" INSIDE DIM: 16'-0"x36'-0" INSIDE DIM: 15'-0"x36'-4" INSIDE DIM: 1G'--0'x37'-O" DEPTH: 5'-1' DEPTH: 3'-8",7'-10" DEPTH: 3'-3', 5'-6" DEPTH: 4'-9" DEPTH: 5'-9' DEPTH: 4'-8" DEPTH: 4'-9' D'_PTH: 3'-4', 6'-4' DEPTH: 6'-5" VOLUME: 11,600 GAL VOLUME: 17,500 GAL VOLUME: 8500 GAL VOLUME: 6800 GAL VOLUME: 10804 GAL VOLUME: 8800 GAL VOLUME: 13800 GAL VOLUME: 13,700 GAL. VOLUME: 12045 GAL AREA: 487 SQ.FEET AREA: 497 sQ.FEET AREA: 310 SQ.FEET AREA: 244 SQ.FEET AREA: 544 SQ.FEET AREA: 354 SQ.FEET AREA: 525 SQ.FEET AREA: 455 SQ.FEET AREA: 455 SQ.FEET PERIMETER: 96 UN.FEET PERIMETER: 96 UN.FEET PERIMETER: 102 UN.FEET PERIMETER: 84 UN.FEET PERIMETER: 100 UN.FEET PERIMETER: 88 UN.FEET PERIMETER: 104 LIN.FEET PERIMETER: 92 LIN.FEET PERIMETER: Q THE GREAT LAKES - 595 PLEASURE ISLAND - 285 OLYMPUS - 875 PHOENIX - 900 OASIS - 550 MIRAGE - 530 PACIFIC - 575 MARATHON - 775 Ld INSIDE DIM: 16'-2"x37'-0" INSIDE DIM: 15'-1'x38' INSIDE DIM: 14'-10'x38'-7" INSIDE DIM: 15'x38'-8" INSIDE DIM: 15'x38'-8" INSIDE DIM: 14'-9'x38'-9' INSID- DIM: 15'-2"x38'-11" INSIDE DIM: 7'-6"x39' DI_PTH: 6'-4" DEPTH: 3',6'-0' DEPTH: 3'-2', 5'-5' DEPTH: 3'-3',5'-1" DEPTH: 3'-6', 7'-11' DEPTH: 3'-6', 5'-4" DEPTH: 3'-3", 7'-11' DEPTH: 4--9- VOLUME: 20,500 GAL VOLUME: 14,000 GAL. VOLUME: 14,100 GAL VOLUME: 14,400 GAL VOLUME: 17,950 GAL VOLUME: 14,050 GAL VOLUME: 20,500 GAL VOLUME: 8500 GAL AIREA: 540 SQ.FEET AREA: 448 SO.FEET AREA: 447 SQ.FEET AREA: 531 SQ.FEET AREA: 496 SQ.FEET AREA: 466 SQ.FEET AREA: 559 SQ.FEET AREA: 282 SQ.FEET PERIMETER: 107 UN.FEET PERIMETER: 95 UN.FEET PERIMETER: 117 UN.FEET PERIMETER: 96 UN.FEET PERIMETER: 95 UN.FEET PERIMETER: 95 UN.FEET PERINLTER: 101 UN.FEET PERIMETER: 104 UN.FEET x v N M UH L- N � OCE.ANSIDE - 590 GREAT LAKES BEACH - 594 DALLAS - 540 LUXOR SHALLOW - 578 LUXOR DEEP - 580 TAJ MAHAL SHALLOW - 376 _ TAJ MAHAL DEEP - 377 DATONA BEACH - 373 Z Q . .c M INSIDE DIM: 15'-2"x39'-6' INSIDE DIM: 16'-2"x40' INSIDE DIM: 15'-2'x41'-5' INSIDE DIM: 15'-1'x43'-7" INSIDE DIM: 15'-1"x43'-7" INSIDE DIM: 15'-0"x44'-0" INSIDE DIM: 15'-0'x44'-0" (N DEPTH: 3'-8', 6'-4" DEPTH: 6'-3" DEPTH: 3'-3", 7'-11' DEPTH: 3'-8", 6'-4" DEPTH: 3'-8", 7'-10" DEPTH: 3'-4', 6'-4' DEPTH: 3'-4', 8'-0" INSIDE DIM: 16'-0'x45'-0' N VOLUME: 20,600 VOLUME: 14,600 GAL VOLUME: 20,500 GAL VOLUME: 19,000 GAL VOLUME: 22,000 GAL VOLUME: 18,000 GAL. VOLUME: 20,000 GAL DEPTH: 8'-0' AREA: 602 SQ.FEET AREA: 540 SQ.FEET AREA: 585 SO.FEET AREA: 658 SQ.FEET AREA: 658 SQ.FEET AREA: 560 SQ.FEET AREA: 560 SQ.FEET VOLUME: 12045 GAL o PERIMETER: 109 UN.FEET PERIMETER: 112 LIN.FEET PERIMETER: 109 UN.FEET PERIMETER: 117 LIN.FEET PERIMETER: 117 UN.FEET PERIMETER: 107 UN.FEET PERIMETER: 107 UN.FEET AREA: 558 SQ.FEET N WEIGHT: 2,700 LB PERIMETER: m w w I �yQ zen Ld r t t� SOUTH BEACH - 374 = , } Z VALID ONLY 0910©1 REV DESCRIPTION DATE APRV o WET SEALEb°'�`OFEsvt A r ? INSIDE DIM: 16'-0"x45-0' DEPTH: -4" NOTES: AUG 1 8 2020 ' AECC/SAN JUAN POOLS VC!LUME: 15966 GAL v AREA: 558 SQ.FEET POOL DESIGN CONFORMS TO THE FOLLOWING: BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. seated 8y o PERIMETER: a 2302 LASSO LANE Steven W. Schaub ANSI/NSPI/ISPSC-3, 5, 7, 15 LAKELAND, FLORIDA 33801 State of New York N IAPP,10 REPORTER 0298 (863) 666-3020 License No.: 091007 N 2020 NEW YORK STATE BUILDING CODE m 2020 NEW YORK STATE PLUMBING CODE Date Checked By Job No. Foot location': E� 2020 NEW YORK STATE RESIDENTIAL CODE APR 2020 KVT 0735-20 280 SHORE AVE 2020 NEW YORK STATE ELECTRICAL CODE PECONIC, NY 11958 202.0 NEW YORK STATE SWIMMING POOL SPA COD Title sheet 0 RESIDENTIAL POOLS 1 of 2 o� a U U' GENERAL CONSTRUCTION NOTES: POOL EQUIPMENT AND PROPERTIES 1) -Pool installation shall be by a qualified and licensed (approved by Quantity Item Manufacturer local building department and San Juan pools) pool contractor. The * Inlet-Return 1 1/2" or 2" Hydro Air installation shall conform to all state and local building codes, as 10-3300 WHT or Equal. SKIMMER well as tenants of any association with Jurisdiction. * W/ EQUALIZER Inlet-Directional Flow Hayward MFG. Co. 2) -Water supply and disposal shall be so arranged that there is no white cycolac "Hydro-stream" or Equal. cross connection with domestic service. with 1/2" hole, Model SP-1419-C 3) -Main drain cover to be certified as complient with ANSI/ASME A112.19.8M * Main Drain Anti-Entrapment Waterway or a grate with a minimum open area of 144 sq. in. or as to local codes, Model 640-359X-V or Equal. securely fastened in place. * Sump line Hayward MFG. Co. 0-100PSI 4) -Pool turnover shall be 12 hours maximum with cartridge filter and properly Model or Equal. PRESSURE grounded approved pump (min. 1/2 hp per 50 GPM at 55 TDH.) Pool pump GAUGE TO POOL to be above ground with weather protective housing. * Skimmer Hayward MFG. Co. 5) -All electric shall conform to N.E.C. No overhead wires shall pass within Model SP-1076 or Equal. / VENT 10 feet of pool. * Niche Light Assembly PVC SP607 Hayward MFG. Co. with 1" Conduit connection or Equal. 6) -Concrete shall be min. 2500 psi 'at 28 days. Deck Slab to have 6x6, #10/10wwm or equal suspended in conc. * Light Assembly 100 watt, 12 volt American Products Co. RETJRN LINES 'L Fibermesh conc. may be used in lieu of 6x6 10x10 wwm with Power Cord or LED light or Equal. " SEE NOTE '1' as allowed by local code. SCH 40 PVC MIN. 7) -Pool bottom to be placed in 4" min. clean sand or 3/4" max dia gravel. * FILTER 1 1/2" DIA. OR Quantities Specified at Construction LARGER REQ'D SKIMMER 8) -Hydrostatic pressures: design assumes pool Is full at all times, with any HOSE SEE NOTE 3'-\\ required hold downs and reinforcing by others. BIBB 9) -Hydrostatic relief valve not credited for more that 2 feet of the difference of head between pool bottom and floor criteria level, use where code requires. Typical properties of a REINFORCED FIBERGLASS pool: RECIRCULATION PUMP NON—MAIN DRAIN OPTION e" 10) -Pool shall bear on undisturbed soil, free of peat, muck or other p p p W/ HAIR & LINT NTS deleterious material of any significant amount. STRAINER 11) -Backfill shall have bearing value greater that 60 PSF with Vertical Barcol hardness of 30 mil gel coat 40 - 50 NOTES: ATMOSPHERIC VENT angle of Repose. BGlass content by weight 27%ack-fill material (clean sand, flowable fill or Tensile strength, PSI at 77 F 19,500 gravel) must not contain rock gravel greater than 3/4ths inch. (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. Back-fill shall be installed and compacted in lifts to match water Tensile elongation 1 - 2% level in pool and nct deform pool. Flexural strength, PSI at 77 F 23,800 - 27,600 Flexural modulus, PSI x 10 at 77 F 0.72 - 0.77 (2) SUMP LINE (WHEN REQ'D) TO BE 2' SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN 12) -Steps or ladders shall be provided at each end of pool per code. Izod Impact FT-LBS/Inch of notch 5.9 TO 18" FROM EQUIPMENT. Compressive strength, PSI 25,000 to 38,000 SFFN 1-1/2" VENT PIPING 13) -Pool ladders shall be corrosion resistant with non-slip treads. Hand Typical thickness inches 3/8" 0� rails and ladders shall have No. 8 solid copper grounds and Solidly ANTi-VORTEX imbedded anchors. N DRAIN TO POOL 14) -Steps, treads and risers shall conform to local codes when ' different then that shown. 0-100P / PRESSURR E GAUGE 15) -Therapy seats, where Installed, shall be recessed in to the sides of such pool not more than 20 inches below water level, and in such a / 2. ANTI-VORTEX manner as to clearly distinguish such underwater obstructions from VENTMAIN DRAIN pool areas in to which persons may dive. -� 16) -Swimming pool skimmers) shall have deck openings. ELECTRIC RETURN LINES iN) ATMOSPHERIC VENT CONNECTED TO BRANCH LINE 17 -Electrical hook-up of pool equipment, rails, boxes, etc and grounding PANEL WATERPROOF SCH 40 PVC MI . DISCONNECT 1 1/2" DIA. OR BETWEEN 30" AND 48" BELOW WATERLINE of deck steel shall be in accordance with the National Electrical SWITCH LARGER REQ'D Code and all applicable state and local building codes by a licensed PUMP MOTOR ABOVE FILTER electrical contractor. TIME CLOCK GROUND W/ WEATHER PROTECTIVE HOUSING HOSE 18) -Install 12 volt light. When allowed by local code. Higher voltage shall be GFI BIBB protected per NEC. At Installers option LED or Fiberoptic Lighting may be used. MANUAL MOTOR 19) -If the slope from shallow end to deep end is more than 1:7 STARTER SWITCH a safety rope shall be provided when required. N0. 12 MIN. THW BOND WIRE 20) -Supports and steps shall be properly reinforced and of sufficient C-1� SFF V/IHAIRIRCUL&TONT UMP structural strength to safely carry all anticipated loads. 3-N0. 12 IN 3/4" SCH 40 PVC SKIMMER 4'O STRAINER IN POOL AREA SEE NOTE '3'-\ S 21) -All pipe to be PVC schedule40 suitable for potable water, or to local code. 22) -Direct suction pipes from the pool shall have secondary Reliefs. ELECTRICAL DIAGRAM o-1SOPSl TO POOL 2 MAIN DRAINS W� VENT OPTION PRESSURE NTS 23) -Max. velocity in pressure piping to be 10' per second. iJTS GAUGE / // 24) -Max. velocity in suction piping to be 8' per second. / ?+ ANTI-VORTEX NOTES: VENT MAIN DRAIN" -� � ti (1) AT LEAS' ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. RETURN LINES (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN SCH 40 PVC TO 18" FROM EQUIPMENT. RETURN LINES (3) TWO SKIMMERS REQUIRED IF POOL AREA GREATER THAN 800 SF. CD FILTER SEE NOTE '1' SCH 40 PVC MIN. SVRS (4) MAIN DRAIN LOCATED NEAR DEEPEST PART OF THE POOL. 0 �"i HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. O HOSE 1 1/2" DIA. OR (5) POOL Mt; LIP BIBB 2y LARGER REQ'D " (6) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. POOL DECK 6" WATER LINE RECIRCULATION PUMP W HAIR & LINT STRAINER PAVERS—\\ AVERS ONCRETE FOOTER 4" CONC. SLAB W 6x6 #10/1OWWM \ 2500 PSI CONCRETE MIN. W/ 2 #4 REBAR OR FIBERMESH W/ # 8 SOLID COPPER NOTES:OPTIONAL 6" TILE BONDED W/ #8 COPPER 3/8" FIBERGLASS POOL SHELL SVRS OPTION 2 // NTS PLACE CONCRETE DECK ABOVE AND BELOW POOL 45' SHOVEL CUT (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. SLOPE 1/8" PER FT MIN ALTERNATE COPING DETAIL (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN WATERLINE :;..,;.:.•:.::::: <. .;;.;:: TO 18" FROM EQUIPMENT. NOT TO SCALE (3) TWO SKIMMERS REQUIRED IF POOL AREA GREATER THAN 800 SF. a (4) SKIMMER AND MAIN DRAIN MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. SKIMMER AND MAIN DRAIN MUST NOT BE VALVED SEPARATELY. — (5) POOL MUST HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. (6) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. FIBERGLASS SHELL " COMPACTED BED FOR PAVERS BACKFILL 6" MIN. PER GEN. CONSTR. NOTE '11' ' (12" MIN FOR AS REQ'D EXPANSIVE SOILS x N M 6 e EDGE OF WATER TO EDGE OF DECK �- -- 3' MIN OPTIONAL WALL SECTION OPTI INAL COA-ING 1.900" OD STAINLESS NOT TO SCALE STEEL TUBING 5" 1.900 O.D. STAINLESS N STEEL TUBE 4 DECK W/6X6,1OX10 MESH IN AS REQ'D OR FIBERMEESH W 8 SOLID N COPPER 2500 PSI ONCRETE MIN. N 8„ N LOP AT 1/4' PER FOOT a DECK AND iv GRADE I + y C; HOLD HAND RAIL DECK WEDGE ANCHOR o STD. 4" SLAB ;:i`. EDGE �WATER LEVEL OVER 1ST STEP f o co WATER LINE a ANCHOR TYP ` t.' `., �" ` 6-1/2" �'.i !, y d! a ( ) WATER LEVEL ,. W PLACE CONCRETE DECK ABOVE AND �' ' 4» ADOBE ELSOIL OPTIONAL 6" TILE i =`` ;I LU FOR SLIP RESISTANT .� cn _..� W BELOW POOL WALL LIP W 45' SHOVEL CUT 8 HITE OR LIGHT PASTEL & IRRIDUM COLORS -,, Z / SURFACE ONLY l-'W N U #8 GROUND WIRE ` M RUN 10" MIN. PLACE CONCRETE DECK ABOVE AND MANUFACTURER STIFFENED AND 4 091001 N f BELOW POOLRETE WALL LIP W/ABOVE5SHOVEL CUT AND BELOW POOL WALL LIP W/ 45' SHOVEL CUT �— REINFORCED FIBERGLASS POOL VALID ONLY W !I?FESSIQ�A�' REV DESCRIPTION DATE APRV RISER 12 MAX WET SEALED r AUG 1 8 2020 ts 8 WIRE GROUND BOND TO 12" MIN BACKFILL PER �1' NOTES: AECC/SAN JUAN POOLS NEAREST STRUCTURAL STEEL. GEN. CONSTR. NOTE 11 -- SLIP RESISTANT FOR EXPANSIVE SOILS POOL DESIGN CONFORMS TO THE FOLLOWING: BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. Sealed ay TREADS FIBERGLASS POOL WALL WORST CASE SENARIO 2302 LASSO LANE Steven W. Schaub ANSI/NSPI/ISPSC-3, 5, 7, 15 LAKELAND, FLORIDA 33801 State of New York CLEAN COMPACTED FILL RUBBER BUMPER IAPMO REPORTER 0298 (863) 666-3020 License No.: 091007 2020 NEW YORK STATE BUILDING CODE b 2020 NEW YORK STATE PLUMBING CODE Date checleed By -rob Ivo. Foot tocatio7z.- STEP HANDRAIL SECTION WALL SECTION 2020 NEW YORK STATE RESIDENTIAL CODE APR 2020 KVT 0735-20 280 SHORE AVE NOT TO SCALE LADDER SECTION 2020 NEW YORK STATE ELECTRICAL CODE PECONIC, NY 11958 NOT TO SCALE NOT TO SCALE 2020 NEW YORK STATE SWIMMING POOL SPA COD Titte Street SPECIFICATIONS/DETAILS 2 of 2 01a U_ C7 • r PATIO POOLS SPAS WALL WALL SECTION SECTION O8'j3 [0171 N N 6 8•_1• 8'_10' 10' 9• 6'-10" C::3 --Jl _t 1 SEDONA - 675 CANYON LAKE - 160 PARADISE - 090 FORT MYERS - 075 ISLANDER - 600 SEA ISLE - 650 LAKESIDE - 085 COVE - 6SQ HAVEN - 60CT LIDO/PARIS - 7SQ ISLE - 8RD DIAMOND - 8DIA GRANDE - 8OCT SARASOTA - 9R CHAMPAGNE - 747 MARGARITA - 746 WEIGHT: 225 LBS WEIGHT: 240 LBS WEIGHT: 310 LBS WEIGHT: 300 LBS WEIGHT: LBS WEIGHT: 260 LBS WEIGHT: 390 LBSWEIGHT: LBS WEIGHT: 390 LBS GR OUNQ LEVELI AREA: 26 SO FT AREA: 30 SQ FT AREA: 52.5 SO FT AREA: 39 SO FT AREA: 42 SO FT AREA: 44 SO FT AREA: 54 SO FT AREA: 64 SO FT AREA: 54 SO FT PERIMETER: 21 FT PERIMETER: 20 FT PERIMETER: 29.5 FT PERIMETER: 24 FT PERIMETER: 36 FT PERIMETER: 24 FT PERIMETER: 26 FT PERIMETER: 36 FT PERIMETER: 26 FT VOLUME: 300 GAL VOLUME: 350 GAL VOLUME: 400 GAL VOLUME: 500 GAL VOLUME: 450 GAL VOLUME: 550 GAL VOLUME: 750 GAL VOLUME: 700 GAL VOLUME: 750 GAL OUND INSIDE DIM: 8'-0"x14'-0' INSIDE DIM: 10'-0"x19'-0" INSIDE DIM: 9'-11"x14'-9' INSIDE DIM: 9'-11'x14'-9' INSIDE DIM: 11'-i"x15'-7" INSIDE DIM: 11'-1"x15'-7" INSIDE DIM: 8'-3"x16'-3" I3'-7' 3'-10' 4• DEPTH: 3'-6' DEPTH: 3'-6' DEPTH: 3'-8', 4'-6' DEPTH: 3'-8', 4'-6" DEPTH: 3'-11' DEPTH: 5'-0" DEPTH: V-4' 2-11 -1 _ I VOLUME: 2,750 GAL VOLUME: 3,500 GAL. VOLUME: 2950 GAL VOLUME: 2950 GAL. VOLUME: 4900 GAL. VOLUME: 5200 GAL VOLUME: 3200 GAL AREA: 98 SQ.FEET AREA: 144 SQ.FEET AREA: 107 SQ.FEET AREA: 107 SQ.FEET AREA: 171 SQ.FEET AREA: 171 SQ.FEET AREA: 119 SQ.FEET PERIMETER: 39 LIN.FEET PERIMETER: 54 LIN.FEET PERIMETER: 40 LIN.F'EET PERIMETER: 40 LIN.FEET PERIMETER: 52 LIN.FEET PERIMETER: 52 LIN.FEET PERIMETER: 42 UN.FEET 20'-1" 10'-6" 10'-3' � 12' 10-10'CC4 4' 11' CRYSTAL SPRINGS - 105 CRYSTAL REEF - 727 CRYSTAL BEACH - 728 CYBERLANE - 751 CYBERLANE - 750 CRYSTAL COVE - 729 ROYALE - 10K NASSAU - 1OKL PENISULA - 947 CHARLOTTE - 12K MONTREAL - 730 VANCOUVER - 734 SYDNEY - 740 --- WEIGHT: 320 LBS WEIGHT: 360 LBS WEIGHT: 340 LBS WEIGHT: LBS WEIGHT: 550 LBS WEIGHT: 750 LBS WEIGHT: LBS AREA: 43 SO FT AREA: 51 SO FT AREA: 82 SO FT AREA: 85 SO FT AREA: 99 SO FT AREA: 120 SO FT AREA: 151 SO FT PERIMETER: 26 FT PERIMETER: 2B FT PERIMETER: 36 FT PERIMETER: 30 FT PERIMETER: 39 FT PERIMETER: 46 FT PERIMETER: 50 FT a VOLUME: 700 GAL VOLUME: 750 GAL VOLUME: 393 GAL VOLUME: 950 GAL VOLUME: 2100 GAL VOLUME: 2050 GAL VOLUME: 3550 GAL _T INSIDE DIM: 10'-3'x18'-3' INSIDE DIM: 12'-8"x18'-4" INSIDE DIM: 12'-8"x16'-4" INSIDE DIM: 8'-6'x17' INSIDE DIM: 7'-6'x22' INSIDE DIM: 10'-11"x17'-11" 3'-5"3'-1• 3'-9' 3'-9' 3'-4- DEPTH: 4'-2',5'-0" DEPTH: 5'-2' DEPTH: 5'-2" DEPTH: 4'-9" DEPTH: 4'-9' DEPTH: 5'-0" VOLUME: 3900 GAL VOLUME: 4300 GAL VOLUME: 4000 GAL. VOLUME: 3400 GAL VOLUME: 4240 GAL VOLUME: 3300 GAL AREA: 119 SQ.FEET AREA: 147 SQ.FEET AREA: 147 SQ.FEET AREA: 120 SQ.FEET AREA: 159 SQ.FEET AREA: 141 SQ.FEET PERIMETER: 45' UN.FEET PERIMETER: 46 LIN.FEET PERIMETER: 46 LIN.FEET PERIMETER: 51 LIN.FEET PERIMETER: 70 UN.FEET PERIMETER: 47 LIN.FEET Q aD D GULF BREEZE - 700 ARIELLA - 381 PALM BEACH - 050 SCOTTSDALE - 926 MALIBU - 300 BROADWAY - 026 BAYSIDE - 220 'f I..J- I I Id- INSIDE DIM: 11'x19'-1' INSIDE DIM: 11'-0"x19'-9" INSIDE DIM: 8'-11'x20'-4" INSIDE DIM: 12'-7"x20'-6" INSIDE DIM: 11'-1"x21'-4" INSIDE DIM: 10'-10'x21'-11" INSIDE DIM: 10'x22'-4' DEPTH: 3'-10' DEPTH: 4'-11" DEPTH: 3'-8', 4'-11" DEPTH: 3'-10' DEPTH: 3'-9' DEPTH: 4'-0" DEPTH: 3'-8", 5'-2- VOLUME: 5600 GAL VOLUME: 4000 GAL. VOLUME: 4800 GAL. VOLUME: 5800 GAL VOLUME: 5025 GAL VOLUME: 4,500 GAL VOLUME: 5100 GAL AREA: 212 SQ.FEET AREA: 179 SQ.FEET AREA: 157 SQ.FEET AREA: 184 SQ.FEET AREA: 184 SQ.FEET AREA: 237 SQ.FEET AREA: 186 SQ.FEET PERIMETER: 59 UN.FEET PERIMETER: 55 UN.FEET PERIMETER: 51 LIN.FEET PERIMETER: 58 UN.FEET PERIMETER: 60 LIN.FEET PERIMETER: 65.5 LIN.FEET PERIMETER: 57 LIN.FEET O Q O O O D O O KOKOHANI - P30 COCOA BEACH - 176 SUNDIAL - 180 LELANI - P10 HORIZON - 724 MANDALAY BAY - 222 INSIDE DIM: 10'-11"x22'-5i" INSIDE DIM: 10'-9"x22'-9" INSIDE DIM: 10'-9'x22'-9' INSIDE DIM: 11'-3'x22'-9' INSIDE DIM: 13'-4"x23'-0' INSIDE DIM: 10'-7"x24' DEPTH: 4'-9" DEPTH: 3'-6", 5-7" DEPTH: 3'-C, 5-7" DEPTH: 5'-11' DEPTH: 4'-9" DEPTH: 3'-1', 5-7" VOLUME: 6800 GAL. VOLUME: 6600 GAL. VOLUME: 4600 GAL VOLUME: 6000 GAL VOLUME: 5200 GAL VOLUME: 6600 GAL AREA: 198 SQ.FEET AREA: 190 SQ.FEET AREA: 190 SQ.FEET AREA: 217 SQ.FEET AREA: 200 SQ.FEET AREA: 198 SQ.FEET PERIMETER: 64 UN.FEET PERIMETER: 59 LIN.FEET PERIMETER: 59 LIN.FEET PERIMETER: 60 UN.FEET PERIMETER: 64 UN.FEET PERIMETER: 62 LIKFEET a o WYLELA - P21 CENTRAL PARK - 382 STARLIGHT - 140 CATALINA - 150 INSIDE DIM: 11'-0"x24'-0' INSIDE DIM: 12'-1'x24'-8" INSIDE DIM: 11'-5"x24'-9' INSIDE DIM: 11'x24'-10" DEPTH: 3'-6',6'-0' DEPTH: 4'-11' DEPTH: 3'-9', 5'-8' DEPTH: 3'-7', 5'-7- VOLUME: 8500 GAL VOLUME: 6600 GAL VOLUME: 6600 GAL VOLUME: 6800 GAL AREA: 254 SQ.FEET AREA: 215 SQ.FEET AREA: 220 SQ.FEET AREA: 218 SQ.FEET PERIMETER: 71 LIN.FEET PERIMETER: 64 UN.FEET PERIMETER: 62 LIKFEET PERIMETER: 62 LIN.FEET 14'_4" DECKS 0'-10" 9'-2. 10'-6' 16'-0" 8'-1I• 7'-10' M X V N C6 BAJA BEACH/FUNDECK — 221 FUN DECK — 444 SCOTTSDALE TANNING — SHELF-1 TANNING LEDGE— SHELF-3 M WEIGHT: LBS WEIGHT: 1000 LBS WEIGHT: 300 LBS WEIGHT: 275 LBS Z AREA: 272 SO FT AREA: 172 SO FT AREA: 70 SO FT AREA: 60 SO FT Q PERIMETER: 97 FT PERIMETER: 56 FT PERIMETER: 30 FT PERIMETER: 39 FT N VOLUME: 2544 GAL VOLUME: 1435 GAL VOLUME: 28 GAL VOLUME: 20 GAL 0 T- 3 !4• 171•J Z N -N N O O N W C6 W Q a a S Z ( m tit` :, 'WL W VALID WC m WET D09100� Ati REV DESCRIPTION DATE APRV Cq 0 CD AUG 1 8 ZOZO t NOTES: AECC SAN JUAN POOLS U y POOL DESIGN CONFORMS TO THE FOLLOWING: �' a BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. Sealed B 2302 LASSO LANE Steven W. Schaub ANSI/NSPI/ISPSC-3, 5, 7, 15 LAKELAND, FLORIDA 33801 State of New York IAPMO REPORTER 0298 (863) 666-3020 License No.: 091007 2020 NEW YORK STATE BUILDING CODE E 2020 NEW YORK STATE PLUMBING CODE Date Checked By ✓ob Ivo. Pbol location- 2020 NEW YORK STATE RESIDENTIAL CODE280 E AVE APR 2020 KVT 0735-20 PECONIC,RNY 958 2020 NEW YORK STATE ELECTRICAL CODE 2020 NEW YORK STATE SWIMMING POOL SPA COD Title Sheet 00 RESIDENTIAL POOLS 1 of 2 a _U U' SKIMMER GENERAL CONSTRUCTION NOTES: SEE NOTE '3' 1) —Spa installation shall be by a qualified and licensed (approved by local building department and San Juan pools) pool contractor. The installation shall conform to all state and local building codes, as well as tenants of any association with Jurisdiction. 2) —This drawing is prepared for below ground installation on level sites only. For partially or completely above ground installation, sloping sites, near foundations or other special circumstrances, other engineering analysis and details are required. SKIMMER 3) -Water supply and disposal shall be so arranged that there is no sFF SEE NOTE '3'-\ cross connection with domestic service. 0_100tion, 4) -Main drain cover to be certified as com tient with ANSI/ASME GAUGE Sl P / MAIN DRAIN X GAUGE MAIN TO POOL MAIN DRAIN A112.19.8M-1987 securely fastened in place. TO POOL / 0-100PSI 5) -Filtration systems, components and equipment shall comply with the latest PRESSURE VENT GAUGE revision of ANSI/APSP-7. / It It / ANTI—VORTEX 6) —Entire spa water capacity shall have designed turn over capacity of VENT / ? MAIN DRAIN RETURN LINES at least once per hour, based on the manufacturer's specified rate of the filter SCH 40 PVC in a clean media condition of the filter. RETURN LINES RETURN LINES (( SCH 40 PVC MIN FILTER SCH 40 PVC MIN. 7) -All electric shall conform to N.E.C. No overhead high tension wires shall pass " SVRS within 20 feet of spa or feed wires within 10 feet of spa. 1 1/2" DIA. OR HOSE 1 1/2 DIA. OR P P LARGER REQ'D BIBB ?4 LARGER REQ'D 8) -concrete shall be 2500 psi at 28 days. Spa bottom to be placed in FILTER / \\ 4" Min. of sand or 3/4" max, dia. gravel. Conc. Slab to have 6x6, #10/1Owwm HOSE ? suspended in concrete and #8 solid copper. BIBB ^y RECIRCULATION PUMP 9) -Install 12 volt light. When allowed by local code. Higher voltage shall be GFI W/AINER NTS HAIR & LINT SVRS OPTION , STTR protected per NEC. At Installers option LED or Fiberoptic Lighting may be used. RECIRCULATION PUMP NOTES: 10) -Supports and steps shall be properly reinforced and of sufficient W/ HAIR & LINT structural strength to safely carry all anticipated loads. STTRAINER (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. MINIMUM SEPARATION OF LINES ENTERING SPA SHALL BE 10 FT. 11) —All pipe to be PVC schedule40 suitable for potable water or equivalent, (2) SUMP LINE (WHEN REQ'D) TO BE 6" SUMPLINE 2" MIN. SCH. 40 PVC FROM 4 CUBIC FOOT or per IOC131 code. 2 MAIN DRAINS OPTION GRAVEL BED BENEATH MAIN DRAIN TO 18" FROM EQUIPMENT. NTS (3) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. 12) —Max. velocity in pressure piping to be 8' per second. MAIN DRAINS CAN NOT BE VALVED SEPARATELY. 13) —Max. velocity in suction piping to be 6' per second. NOTES: 14 —A disconnect switch shall be accessible, located within sight of spa and (1) AT LEAST ONE RETURN LINE IS REQUIRED FOR EVERY 300 SQ. FT. OF SURFACE AREA. 9 P MINIMUM SEPARATION OF LINES ENTERING SPA. shall be located at least five feet (5) horizontally from the inside walls (2) SUMP LINE (WHEN REQ'D) TO BE 2" SCH. 40 PVC FROM 4 CUBIC FOOT GRAVEL BED BENEATH MAIN DRAIN of the spa. TO 18" FROM EQUIPMENT. (3) MAIN DRAIN LOCATED NEAR DEEPEST PART OF THE SPA ON WALL 4" TO 6" OFF FLOOR. (4) SPA MUST HAVE MAIN DRAIN MINIMUM 3'-0" APART OR SEPARATED ON DIFFERENT PLANES. (5) MAIN DRAINS MUST BE PLUMBED TOGETHER WITH A COMMON LINE TO THE PUMP. MAIN DRAINS CAN NOT BE VALVED SEPARATELY. NO. 12 MIN. THW BOND WIRE SKIMMER ELECTRIC PANEL WATERPROOF .—..- DISCONNECT SWITCH AIR COMPPRE�ISSOR (OPTIONAL) AND VE Typical properties of a REINFORCED FIBERGLASS spa: TIME cLocK GROUNDMW/ WEATHERO PROTECTI HOUSING 0-100PSI Barcol hardness of 30 mil gel coat 40 — 50 MANUAL MOTOR PRESSURE TO POOL Glass content by weight 27% STARTER SWITCH GAUGE f Tensile strength, PSI at 77 F 19,500 'NO. 12 MIN. THW BOND WIRE Tensile elongation 1 - 2% VENT Flexural strength, PSI at 77 F 23,800 - 27,600 3-NO. 12 IN 3/4" SCH 40 PVC -�. Flexural modulus, PSI x 10 at 77 F 0.72 - 0.77 IN POOL AREA Izod Impact FT-LBS/Inch of notch 5.9 RETURN LINES ti SEE NOTE '1' Compressive strength, PSI 25,000 to 38,000 Typical thickness inches 3/8" SCH 40 PVC MIN. ELECTRICAL DIAGRAM FILTER LARGER REQ'D HOSE NTS HOSE BIBS NOTES: (1) GROUND ALL BOXES, MOTERS, GRAB RAILS, METAL WALLS, ETC. WITH NO. 8 SOLID BOND WIRED. 2 WATERPROOF DISCONNECT SHALL BE ACCESSIBLE, LOCATED WITHIN SIG'iT OF THE SPA AND SHALL RECIRCULATION PUMP ( ) W/ HAIR & LINT BE AT LEAST 5 FT HORIZONTALLY FROM THE INSIDE WALLS OF THE SPA. STRAINER (3) SPA LIGHT TO BE GFI PROTECTED WITH 12V TRANSFORMER TO LOW VOLTAGE LIGHTING. NON—MAIN DRAIN OPTION NTS NOTES: (1) RETURN INLETS AND SUCTION OUTLETS SHALL BE PROVIDED AND ARRANGED TO PROVIDE A UNIFORM x CIRCULATION OF WATER AND MAINTAIN A UNIFORM SANITIZER RESIDUAL THROUGHOUT THE ENTIRE SPA. N 0 3' MIN. Z Z U) FIBERGLASS SHELL SHALL HAVE OPTIONAL COATING MIN. 5/8" THICKNESS ® ABOVE 4'DECK W/eX61OX10 WFiE MESH „ a GROUND RETAINING POTION OR FIBERMESH 2500 PSI CONCRETE MW 3-1/2HAND HOLD EDGE POURED IN PLACE WI Tri DECK N OF SHELL 148 SOLID COPPER BOND AROUND ENTIRE PERNETER 18'TO 24'FROM WATERS EDGE N 2x2 WOOD STRUTS (3) STRUTS ON LONG SIDES SLOPE ATI 7 1/4" MIN. 1/4 PER FOOT I-- (2) STRUTS ON SHORT SIDES GRADE I ` LIP ^ LU CONC. FOOTING (TURNDOWN) CL WATERLINE & SLAB W/ 2 #4 REBAR POOL DECK 6" `t ,, . << WATER LINE 6-1 2" WATER LINE 1r 0.� / � . p, PAVERS r y a° 25 MAX. 9 7/8 MIN. L , OPTIONAL 6 TILE 4" DECK W 6X6 0 VFOOTER AS REQ'D / 1 X10 WIRE MESH w . , 42" SLOPE 1 8" PER FT MIN 1-#5 CONT. or ; ITE OR LIGHT PASTEL OR IRRIDUM COLORS OR FIBERMESH 2500 PSI CONCRETE MIN m LU —� 2-#3 CONT. 1-#8 SOLID COPPER BOND AROUND ENTIRE ► ~ ' ' ' MANUFACTURER STIFFENED AND OPTIONAL 6 TILE U' 1• 8 PERIMETER 18 TO 24 FROM WATERS EDGE REINFORCED FIBER GLASS SPA FIBERGLASS REINFORCED SPA SHELL m PLACE CONCRETE DECK ABOVE AND 0_g� Op'i Z ,;',,',:'' BELOW POOL WALL LIP W/ 45' SHOVEL CUT PLACE CONCRETE DECK ABOVE AND �aN�� � �.SS10�'��. FIBERGLASS SHELL .',,.;.- ; . BELOW POOL 45' SHOVEL CUT �' SEA REV DESCRIPTION DATE APRV '. •.a • 'r';; . : � � AUG 18 1020 NOTES: AECC/SAN JUAN POOLS a BACKFILL 6"MIN. PER ALTERNATE COPING DETAIL GEN. CONSTR. NOTE W NOTE: APPLIES TO SEDONA POOLPOOL DESIGN CONFORMS TO THE FOLLOWING: BY: AMERICAN ENVIRONMENTAL CONTAINER CORP. sealed Ry co 12"MIN FOR & CANYON LAKE POOL ONLY CLEAN COMPACTED FILL—// ILL NOT TO SCALE 2302 LASSO LANE Steven W. Schaub EXPANSIVE SOILS) ANSI/NSPI/ISPSC-3, 5, 7, 15 LAKELAND, FLORIDA 33801 State of New York IAPMO REPORTER 0298 (863) 666-3020 License No.: 091007 E' RAISED BEAM WALL SECTION WALL SECTION 2020 NEW YORK STATE BUILDING CODE T, NOT TO SCALE NOT TO SCALE 2020 NEW YORK STATE PLUMBING CODE Date Cheoked Ry .lob Ivo. Fbol location: 2020 NEW YORK STATE RESIDENTIAL CODE APR 2020 KVT 0735-20 280 SHORE AVE y 2020 NEW YORK STATE ELECTRICAL CODE PECONIC, NY 11958 2020 NEW YORK STATE SWIMMING POOL SPA COD Title sheet o� RESIDENTIAL POOLS 2 of 2 _Q U (7