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HomeMy WebLinkAbout46950-Z ��o�gUEFOI�-cp25 Town of Southold 4/19/2024 o , P.O.Box 1179 N r 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45129 Date: 4/19/2024 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 175 Ruch Ln., Greenport SCTM#: 473889 Sec/Block/Lot: 52.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2021 pursuant to which Building Permit No. 46950 dated 10/8/2021 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: accessory in-ground swimming pool fenced to code as applied for. The certificate is issued to Sack,Brian of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46950 4/12/2024 PLUMBERS CERTIFICATION DATED nt 'zed Signature o�SOFFo���o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x 4 TOWN CLERK'S OFFICE o • SOUTHOLD, NY l 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#: 46950 Date: 10/8/2021 Permission is hereby granted to: Sack, Brian 201 E 17th St#313 New York, NY 10011 To: Install in-ground gunite swimming pool at existing single family dwelling as applied for At premises located at: 176 Ruch Ln., Greenport SCTM #473889 Sec/Block/Lot# 52.-3-2 Pursuant to application dated 9/30/2021 and approved by the Building Inspector. To expire on 419/2023. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE-ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector °f SO�ryo� h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinl-town.southold.ny.us Southold,NY 11971-0959 �ycouff 1,0c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brian Sack Address: 175 Ruch Ln city:Greenport st: NY zip: 11944 Building Permit#: 46950 Section: 52 Block: 3 Lot: 2 WAS EXAMINED AND FOUND TO BE INCOMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Daniel Wilcenski License No: 4723ME 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 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 1 4'LED Exit Fixtures Sump Pump Other Equipment: Intermatic Pool Panel 8 Circuit/ 5 Used, Pump 220GFI, Heater, 3 Lights 100W Trans 120GFI, Keypad w/Auto Cover 120GFI, Timeclock, WaterBond Notes: Pool Inspector Signature: Date: April 12, 2024 S.Devlin-Cert Electrical Compliance Form qq6 o�ao So yo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycaurm ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATI N/C U�LKI/NG [ ] FRAMING/STRAPPING [ FINAL li [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: a Ct&tq-/ &+-, 6 DATE INSPECTOR oF souryO — TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL �GYv [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION &kj6V�P [ ] PRE C/O [ ] RENTAL REMARKS: 6) deAkV(C� 1 vi e_✓ nJU6IL ✓�1 v DATE INSPECTOR OF SOUlyo6 Y GG• 7 V 175 v e—A — # * TOWN OF SOUTHOLD BUILDING DEPT. `ycouxn��' 631-765-1802 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 [ ]' RENTAL REMARKS: IL QAr 1 DATE ZZ INSPECTOR �� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) . 3 . ------------------------------- FOUNDATION(2NA) t� . Z ROUGH FRAMING: PLUMBING . INSULATION.PER.N.Y. y. STATE ENERGY CODE FINAL. ADDTI?IONAL COMMENTS V Wo to l! z y . . pC b 04 o�o�Suffot��oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�01 �ao� Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C E � R n ILA-, p PERMIT NO. Building Inspector: D 2021 = SEp 3 0 20 Applications:and•forms must be filled out in their entirety.,Incomplete- ;applications will.not be-accepted.�Whefe.the Applicant is not the owner,an, BUILDING DEPT. O wner's Authoriiatioh,form,(Page"2)shall't a completed. TOWN OF SOUTHOLD Date-L p 2l OWNER(S).OF PROPERTY:' Name: 'DQv ,O 1�� y — SCTM#1000- Project Address: Phone#: \^�( �� Email: Mailing Address: 11 S ` :.CONTACT PERSON:: Name: Mailing Address: P0M——IA— �0 Phone#:(D3\ QLAkp tf!-Z� Email:... ADESIGN PROFESSIONAL INFORMATION:,r Name: Mailing Address: Phone#: Email: -,CONTRACTOR INFORMATION:., r Name: �- Mailing A/ddress�PUo. .__\3_O Phone#��o �____�_ �S ' �._ Email ���r�C'vMv�n. D�S ��L•��� DESCRIPTION OF PROPOSED CONSTRUCTION " ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 'QOther $ SS, coo Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design,professionil is responsible for all drainage and storm water issues as provided by- ,Chapter 236 of,the Town c6de. APPLICATION IS HEREBY MADE tothe 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, additioiis,',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:adniii authorized inspectors on premises and-in buildings)for necessary inspections:False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent []Owner Signature of Applicant: Date: _ STATE OF NEW YORK) SS: COUNTY OF \� ) ,�y\"\ M a-� 4R k_) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the CO (_0_CA0'<L I (`� (Contractor, gent,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 2-I day of SeQVM a f ,20-ZA tt::R Plic BRI NCY L ZAIARGA Y LIBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION Registration No,01SOSS15527 (Where the applicant is not the owner) Qualifled In Suffolk county Cornmiss;ion Explres January 3,2023 I, residing at I4 le do hereby authorize to apply on my be If to the T wn of Southold Building Department for approval as described herein. 6) qr/�_70/L/ Owner's Signature Date D Print Owner's Name 2 I61 ? Do ;f W BUILDING DEPARTMENT-Electrical Inspect or TOWN OF SOUT } HOLD Xry , p' ' Town Hall Annex- 54375 Main Road - P r `� Southold New York 11971-0959 ,���' ;�' ; Telephone (631) 765-1802 - FAX (631) 765-c. 2 .R,._ ro err southoldtownn . ov 5eand southoldto ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aii information Required) Date: _ ' _ Company Name: s— Zi. �J 6 I Gam, s lG, v Electrician's Name: License No.: 2 3- IM. T Elec. email: W k Elec. Phone No: (,� . ZpG•G 2 ®1 request an email copy of Certificate of pliance Elec. Address.: P, c� , g 3 �' So►�-r.,rt 6 l `i''z � JOB SITE INFORMATION (All Information Required) Name: yvl — r1 o 0 1 S xru tT Address: 1 -7 5 12-u Cross Street: 2-r— c f g � I , Phone No.: BIdg.Permit#: y G 95 a email: �y Tax Ma District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearl ): Circle All That Apply; S uare Footage: Is job ready for inspection?: © YES❑NO Do you need a Temp Certificate?: Rough In Final YES❑NO Issued On Temp Infor ation: (All info tion required) Servic Size❑1 Ph❑3 Ph Siz • A #Meters Old Meter#ii ;lNew Service Fire ReconnectElFlood R connect Oservice ReconnectDun a roun#Underground Late s 1 2 ►g dH Frame Pole Work done on Service? y Additional Informatio AYMENT DUE WITH LICATION MAY 2 6 2022 ,22 BUILDING DLPT V �O0 TOWN OF SOUTHOLD � �' APPROVED AS NOTED OCCUPANCY OR DATE: A24----1 B.P.# 91d USE IS UNLAWFUL FEE:1200-22 BY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 765-1802 S AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION'- TWO REQUIRED FOR POURED CONCRETE 2. ROUGH -FRAMING & PLUMBING 3. INSULATION PLY WITH ALL CODES OF 4. FINAL - CONSTRUCTION MUST BE ComPLETE FOR C.O. NEWYC?RK STATE & OWN CODES ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOINN ZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD,TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC "IMMEDIATELY"=' } ENCLOSE POOLTO CODE:': RETAIN STORM WATER RUNOFF UPON COMPLETION PURSUANT TO CHAPTER 236 BEFORE"WATER° OF THE TOWN CODE. aarmxuwecnm Reaumm S.C.T.M. NO. DISTRICT: 1000 SECTION: 52 BLOCK: 3 LOT(S):2 D E C E P V O SEP 3 0 2021 LOT COVERAGE BUILDING DEPT. TOWN OF SoUTHOLC PROP. DWELLING W/PORCH, BALCONY & DECK: 2085 S.F. PROP. DETACHED GARAGE: 264 S.F. PROP. SWIMMING POOL: 648 S.F. DWELLING TOTAL 2997 S.F. or 20.0% W/PUBLIC WATER VACANT 150' I 150' LAND N/F OF LAND N/F OF HAYK KALENDERIAN I MICHAEL ABRANKIAN MON. S 46009'00" E 100.00, MON. MON. LJ EL 20.1 OVERSIZED FOR EL 18.6 to 'DRY� POOL WASTE WATER a) N �WELL/ X TYPICAL CLEAN OUT 5 0, 12'0, SLATE OR SUITABLE COVER STOPPER END Z, OR PLUG w >^00 PROPOSED o o a g� . N POOL 00 U, O 0 N 30' ELBOW p a X w 60' WYE 36.0' O 17.8 0 " , FLOW � o o PROP. POOL FENCE W 63.0 X X X X z J � LAND N/F OF z BALCO Uw �DRY� MERILYN FELDMAN Q 37 0' WELU LAND N F OF EL 21.6 ? �r� / DWELLING U o Y EL 21.5 JOSEPH ALFONSI W/PUBLIC WATER z ^w' w DWELLING i+I w FOUNDATION 0 150, > LOCATION C 0: W/PUBLIC WATER cr_ JUNE 15, 2021 0 150 o TOP FND. EL 21.9 0- `* 29.1 cn a 8.0' O o O EL 21.7 N CID25.7' • VERED a Qy' PORCH ,6 25.9' ELEV. 21.7 • C.O. 71 4 BEDROOM SYSTEM I �; OL BROWN 0.5' � O SANDY LOAM A ¢ 1500 GAL S.T. — (1)10'0x13'D EP L.P. (9 O SC BROWN 2.5' CLAYEY SAND W X IO'MIN U) _ �=i o °Q BM�N Lu zj 40.7' PALE 3.3'E � BROWN DRY N SAND \WELLI & z a I EL 20.8 GRAVEL 263.4 MOH. EL 21.0 �j INK NAIIL. m TRACE CLAY MED. N 46°09'00" W EDGE OF PAVEMENT 100.00, SAND EL 20.5 R UCH LANE EL 20.6! SW & '° 7' GRAVEL _ _ _ ZONED R-40 —.._..—..—..—.._..—..— p7�IV,4 i . —.._.._.._.._..— WATER MAIN NON—CONFORMING LOT FRONT YARD: 35' MIN 250'f — 17' REAR YARD: 35' MIN JULY 23, 2020 SIDE YARD: 10'MIN (25' TOTAL) DWELLINGS K. WOYCHUK LS W/PUBLIC0' WATER 15 REVISED 09-16-21 ZONED R-40 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 06-15-21 HASHAMOMUCK POND LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:15,000.00 SQ.FT. or 0.34 ACRES ELEVA77ON DATUM. NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U7ION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 77-IE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: DAVID KIESGEN; MAP OF: FILED: SITUATED AT:ARSHAMOMOQUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #220-82 SCALE: 1"=20' DATE: JULY 18, 2020 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk D ri ALL DIMENSIONS ARE TO BE FIELD VERIFIED 36'-0" 1 TO WASTE SEP 3 0 2021 I j 175 RUCH LANE It���'/ SOUTHOLD, NY 11971 10'-0" 13'-611 12'-613 BUILDING DEPT. COUNTY OF SUFFOLK FILTER TOWN OF SOUTHOLD STATE OF NEW YORK HAIR & LINT LIGHT SUCTION STRAINER J A N U Z Z I SKIMMER EATS PUMP RESIDENCE PUMP ''` 7`7 '7` '�` AUTO SKIMMER DUAL MAIN DRAIN WITH STRAINER NI Drawinge,Specifications and (VGB SAFETY ACT 18' X 36' 0 BACK TO POOL mtha do prw tr'm°afd am APPROVED DRAINS) I tnoerinq�P.c mo to(5'-0°) GUNITE POOL (3'-6•) onlyPo).at and are not to o his colpfed POOL a nproaa«a wRhaut written FILTER perm on of AM Engineering, SWIM OUT P BENCH RETURN DIAGONAL STEPS NON—SLIP DESIGN DUAL MAIN DRAIN WITH HYDROSTATIC VALVE AND COLLECTION TUBE IN GRAVEL BASE POOL PLAN SCHEMATIC PIPING ARRANGEMENT N.T.S. N.T.S. OF NE�Y POOL NOTES: CD REW S,e O - * Pao RyG 1.POOL AND PROPERTY TO CONFORM TO NYS 2020 UNIFORM CODE SUPPLEMENT SECTION R326 ME I fi•-15—M 2.POOL SHALL CONFORM TO ANSI/NSPI STANDARDS R326.3.1. n ' FgALE I AS NOTED 3.SECTION R326.7 POOL ALARM REQUIRED. r1 LU 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. N �� �� �\ �� 3 f—0 f7 5.POOL SHALL COMPLY NTH BARRIER REQUIREMENTS SECTION R326.5. BOA 0�74S9 6.POOL SHALL COMPLY PATH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: N 1924 Bellmom Avenue POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY), Bellmore, New York 11710 6' WATER LINE Phone:(516)785-4200 SECTION R403.10.1 HEATERS Fmc (516)765-9146 � —— — — — — — — — — — — � SECTION R403.10.2 TIME SWITCHES SEAL. — — —�v —— I SECTION R403.10.3 COVERS Ln 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH <0%SILT, GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF THE EXCAVATION. IF 00, GROUND WATER EXISTS WITHIN 6' BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. 10 _0 f 7 13 7— 1 f—G» 8.NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6' OF DEEP END. DU S.BBRufw,RE L V ia{act�u�s AyF esi,UM NY 11710 9.THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 3,500 PSI ®28 DAYS. DRA1WNG: 10. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL PATH A MINIMUM LAP OF 30 BAR DIAMETERS. 11. REBAR SHALL BE 2' MIN. CLEAR TO EARTH. POOL PLAN, 12. POOL WATER SUPPLY BY OWNERS GARDEN HOSE POOL TO BE KEPT FULL DURING FREEZING WEATHER. PUMP CAPACITY TO BE CROSS SECTION & VIEW ACROSS HOPPER CENTERLINE SUFFICIENT TO EMPTY POOL IN 24 HOURS. PIPING SCHEMATIC N.T.S. 13. LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL ZONING REQUIREMENTS. PROJECr 14. ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BARKER (VGB) POOL AND SPA SAFETY ACT. 15. THE SWIMMING POOL HAS NOT BEEN DESIGNED FOR USE NTH DIVING EQUIPMENT, FOR DECK LEVEL DIVING BOARD REFER TO ANSI/ APSP/ICC-5 2011 REQUIREMENTS FOR MINIMUM POOL DEPTH AND INTERIOR POOL DIMENSIONS. PROPOSED GUNITE 16. CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL IN-GROUND POOL 17. SLOPE PATIO SURFACE 9' PER FOOT AWAY FROM POOL o. AQ- 1 ALL DIMENSIONS 10' Minimum rF/ Length of Non ARE TO BE FIELD VERIFIED CEMENT MORTAR JOINT STANDARD COPING Metallic Conduit with 8 insulated copper wire as per NEC 175 RUCH LANE COPING Brass Electric Pull SOUTHOLD, NY 11971 2-#4 BARS Boxes 6" Above Water #8 GROUND COUNTY OF SUFFOLK WIRE TO STEEL STATE OF NEW YORK TILE 2-#4 BA BORDER BENT BOND 7�" BRAS PLASTER BEAM AROUND 4" Mi NITCH #4 BARS 12" O.C. RECESSED LIGHT SECTION PLAN BOTH WAYS All Dre•„a0.Speclncatbn"and the design aproned then3n are the edo property of Asa Enq(neertnq,P.C.They on to be used only wM respect to this SKIMMER NITCH DETAIL P> and cPNd Capin N.T.S. Typical Light Box Detail "I.an of AM Engineering, �9 N.T.S.N.T.S. COPING COPING 6x6 Frostproor Veneer Varies -Vary Thickness of COPING Tile Raised Pool Wall To Allow For NOTB Thickness Of Veneer Plus 6" 1. THIS POOL SHALL BE caMSD T OF E TH,,,, ANCE TWTII CHAI'7FR a aF THE NEW PORK STATE BEPARTIIENT OF HEALTH,,,,CODE er of 2. EQUIPOTFNRAL BONDING GRID TORE INSTALLED UNDERNEATH THE PAVED EQUAL 2-#4 BA 6x6 FROST SURFACE EXTENDING 3'FROM EDGE OF POOL WITH C/I EQUIBOND MAY qT OR SWIMOUT PROOF TILE 2—# as WATER LINE O O a POOL SHALL BE DESIGNED AND CONSTRUCTED DICONFORRMANCE WITH THE 2DI5 BARSed t0 INTERNATIONAL SWIMMING POOL AND SPA CODE. RELIEF PLUGS pool a LL 4. PLAN SHALL CONFORM TO APPENDIX G OF THE NEW YORK CITY BUILDING CODE 6"x6" FROST PR00 NOTES: 4 Bars ® #4 Bars TILE OR MOSAI 1. ADDHRONAL HYDROSTATIC IZf11HF PLUGS SHALL BE INSTALLED AT POOL # ® 12" OC PATTERN BORD SHALCONL BE DETERMINED FROCTIOWS M ACTUAL GROUNMBER D WATER LOCATION OF FOUND 12" OC Anti Vortex z MR P►CE SHo�BE 3,5yyput(28 Dayo) Anti Entrapment ca�ticx�MIX LPL BE�uMAARCALY PPLLADCE�AGAAIINST NATURAL UNDISTURBED UN BY�YSNRBED RADIUS VARIES jL; de Main Drain Cover WALL THICKNESS sal_SEE SCHEDULE TO BE CHANGED + a>o. �PE�APDAnEON�FoetWNa THE POOL Nn #4 Bars UNIFORMLY b. SC FENCE AROUMATE ND THE POOL AREA PER CODE GATES SHALL.BE SELF to-t521 1 2" OC n LOCKING&SELF LATCHING As N07ED MAIN DRAIN #4 Bars ® 12 OC o. WET CONCRETE POOL SHALL AT LEAST TWICE A DAY FOR SEVEN DAYS VGBA COMPLIANT Horizontal and d. ASSURANCE THAT POOL LIGHTS WILL NOT BE TURNED ON WHEN POOL IS IlDRAWN BY I CS Typical Section At Shallow End EMPTY N.T.S. Vertical e. ASSUMARKRANCE THE THAAERUBBERRHOSE WILL NOT BE USED TO FILL POOL AS IT WILL Typical Section At Swimout THIS PLAN ASSUMES A saes BEARING CAPACITY OF ONE(1)TON PER SQUAREFOOT.IF SOFTER CONDITIONS PREVAIL THE CONTRACTOR ALL OVER-EXCAVATE N.T.S. Typical Section At Raised Bond Beam AND BACKFILL WITH COMPACTED FILL TO ACHIEVE 1 TSF MINIMUM. N.T.S. COPING OF N 1924 Bellmore Avenue SLOPE DECK � E(N}` BPh a Now York 51)785-4200 y4 0 6"x6" FROST PROOF Bond Beam Steel 2-#4 " AFT 5 ��FzsW s,e� O I= (51)785-9148 TILE OR MOSAIC For Non Expansive Soil Gn PATTERN BORDER 3-#4 For Expansive Soil DOUBLE MAIN DRAIN 7 POOL RETURNS SET AT SPACED 3'-0" APART I- 12" BELOW WATER LEVEL PER CODE 6 "rzI REINFORECED GUNITE rn WATER LINE 4 ® 12 OC EACH WA1AlER RADIUS SCHEDULE SEE PLAN # (P - `\\t^ C 077439 # a 2 C " THICK 0 FT 6 FT 6 FT POOL DEPTH RADIUS �p o 0 0 !)WALL \,o� �77439 ��� �° "'"�� 'Y"P" �„ro HorFz n n e L a WALL I O Cf ESSfONP� DRAWING 1 FT 6 FT 6 FT 3'—s' 1'—o• 4-0• 1'-0• 2 FT 6 FT 6 FT 4•'-8• 1'-8' 8" .THICK 1:7 MAX � 5'-0• 1'-s• SLOPE 12" THICK POOL DETAILS 3 FT 6 FT 6 FT 5'-6• 2'-0• FLOOR 1:3 MA Anti Vortex 6'-0• 2'-8• ANTI VORTEX 4 FT 6 FT 6 FT s'-8• 3'-0' LOPE Anti Entrapment IC 7-0• 3'-s• #4 BARS ® 12" OC PLACED ANTI ENTRAPMENT THORUGHOUT POOL BOTH GRAVEL VGB COMPLIANT Main Drain Cover 5 FT 6 FT 6 FT 7'-7' 4'-0' HORIZONTALLY AND SUMP MAIN DRAIN COVER ALL THICKNESS TO 8'-0• —4'-s• VERTICALLY HYDROSTATIC CHANGED UNIFORMLY 6 FT 6 FT 7 FT 8'-s• 5'-0• #4 Bars ® 12 n OC 19'-0• 5'-01 , RELIEF VALVE PROPOSED GUNITE 9'-s• 5'-0' IN-GROUND POOL MAIN DRAIN 7 FT 6 FT 9 FT VGBA COMPLIANT Horizontal and 1o'-s• 5'-0• POOL DIMENSIONS AND FACILITIES SHAL CONFORM Vertical 6 FT 91IFTW9FTWITH THE REQUIREMENT FOR A TYPE 1 POOL Typical Section At Deep End s Longitudinal Section N.T.S. a. N.T.S. AQ_2