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HomeMy WebLinkAbout51750-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51750 Date: 03/17/2025 Permission is hereby granted to: Scott Soussa 24 Johnson PI Rye, NY 10580 To: construct accessory spa as applied for. Premises Located at: 1490 Kenneys Rd, Southold, NY 11971 SCTM# 59.-3-17.1 Pursuant to application dated 02/10/2025 and approved by the Building Inspector. To expire on 03/17/2027. Contractors: Required Inspections: Fees: SWIMMING POOLS-ABOVE-GROUND WITH REQUIRED FENCING $300.00 COS IrnminR Pool $100.00 Total $400.00 Building,Inspector ay''wJA TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 u ° 6 Telephone (631) 765-1802 Fax (631) 765-9502 ltla // v1 owjtlali;c°1rt . Date Received APPLICATION FOR BUILDING PERMIT T-, For Office Use Only FEB I PERMIT NO. � Building Inspector. ..... 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: a I I(D 2LA OWNER(S)OF PROPERTY: Name; V- S SCTM# 1000- Project Address: �; KooJ &ADW till Phone#: Email: Mailing Address: CONTACT PERSON: CC � Name: M4'rn.... POo\S Li-,C. Mailing Address`: �OC)x i30 \AQ 6 Phone#: 2 C) 0 DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Pp Q)1'S' Lc Q. Mailing Address: � V1.5 -e— '0 Iv`� 1 I Phone#: '� Email: 4 C C- ` 1Yy� 1 C c U r> DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: they $ 5(c) C)C)0 Will the lot be re-graded? es El No Will excess fill be removed from premises? ❑Yes 1 PROPERTY INFORMATION Existing use of property: lx� ��n) 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 XNo IF YES, PROVIDE A COPY. [] 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 Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, 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(print name): � Authorized Agent ❑Owner Signature of Applicant: Date: 0,1 N/ STATE OF NEW YORK) COUNTY OF ) dn-)nn 72�'�In being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)/above named, (S)he is the , C C, (C tractor,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 .Y' a 20 -- Notak Public PROPERTY OWNER AUTHORIZATIONELJZASETHA eH E: NOLWY PUtMC,Slate of New yctk (Where the applicant is not the owner) No.tlil4 4 Lrali Li n Suffolk Cou COMrrhssion ExFdres 01.1 .At I, ter Sa' residing at 1,490 ICev�n r� ., , do hereby authorize 3oV,, to apply on my be alf to the Town of Southold Building Department for approval as described herein. Owner's Signature 4 Date � 1 rJe�1 50 j S5 A Print Owner's Name 2 Building DMIjartment Appliclika AUTHORIZATION i (Where the Applicant is not the Owner) Q SO� Aa residing at � �- / (Print property owner's name) �8/� $} LLC do hereby authorize ' t © � (Age) to apply on my behalf to the Southold Building Department. I ACn4Signat=ure) - (Date) (Print Owner's Name) S%J Albert J. Kru ski, Jr. FFIrSTORMWATIER. SUPERVISOR MANA IEMTENT SOUTHOLD TOWN HALL-P.O.Box 1179 w 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPfER 236 - STO . WATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE 1N AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: ' ' �-� Date: 4�k'BR7$fi v^yk�'AgKl pk/'k"W � Contact Information: o IG Mail&'I'eltphnne Numher) rV-4- Property Address / Location of Construction Site: ' P\ _ S.C.T.M. #: 1000 h District �1 0 -1) I-M i n Block Lot Sect o TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑- Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! )9- Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required 1 ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of Ne\v York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town En ineerin 2 De artnient Prior to Issuance of a Building Permit. Reviewed By: - Date: - FORM # SMCP-TOS December 2024 e cep ell APPOO CEO AS IOTEO B.p# - ELECTRICAL LFEE BY..BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FORTH E FOLLOWING INSPECTIONS: 1. FOUNDATION!-TVff, 3Fn! FOR POUREf 2, ROUGH-FRAMING PL-,.: 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE "IMMEDIATELY" REQUIREMENTS OFTHE CODES OF NEW ENCLOSE POOL.TO CODE YORK STATE NOT RESPONSIBLE FOR ,�JPQN CO PLETI DESIGN OR CONSTRUCTON ERRORS ���� L �FV COMPLY WrTH ALL CODES OF STATENEW YORK TOWN CODES AS REQUIRED AND r O'NS OF CON $";�CWN UNNO BOARD TOWN TRUSTEES ;-FAIN STORM WATER RUNOFF ° ,DEC -NSUANT TO CHAPTER 236 S Ho OUTHOLD HPO OF THE TOWN CODE. KHO OCCUPANCYOH USE IS UNLAWFUL WITHOUT g p ,, New York State Law OF OCCUPANCY You Must Call 811 P3efore You Dig ALL DIMENSIONS ARE TO BE FIELD VERIFIED 8} a„ POOL NOTES: 1490 KENNEYS ROAD op 1.POOL AND PROPERTY TO CONFORM TO NYS 2020 UNIFORM CODE SUPPLEMENT SEC11ON R326 SOUTHOD,NY 11971 + 2.POOL SHALL CONFORM TO ANSI/NSPI STANDARDS R326.3.1. COUNTY OF SUFFOLK 3.SECTION R326.7 POOL ALARM REQUIRED. STATE OF.. RETUR 4.ENIRAPMENT PROTECTION REQUIRED SECTION R326.5. SOUSSA DUAL MAIN DRAIN 5.POOL SHALL COMPLY NTH BARRIER REQUIREMENTS SECTION R326.5. RESIDENCE NTH STRAINER 6.POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION CODE SECTION R403.10: PARCEL m; APPSAFETY ACT ROVED DRAINS) POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY), s9-s-17.1 SECTION R403.10.1 HEATERS +« SECTION R403.10.2 TIME SWITCHES O R9ha�k+a P.0.Th+r a.ro r» .'�1 m wa aro}ae a>a a.,rot m a ecpna SECTION R403.10.3 COVERS 1slama , e 81 X 81 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH <10%SILT, GROUND WATER SHALL NOT EXIST WITHIN 00 GUNITE SPA POMP LIMITS OF THE EXCAVATION. IF GROUND WATER EXISTS WITHIN 6' BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED. WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. , w�c &NO SURCHARGE ALLOWED WITHIN 4' OF SHALLOW END AND 6' OF DEEP END. 9.THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE 4,000 PSI 0 28 DAYS. FILTER 10.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR p BLON£R DIAMETERS. 11.REBAR SHALL BE 2' MIN. CLEAR TO EARTH. HEATER 12,POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING WEATHER. PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. SPA PLAN 13.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH N.T.S. ALL LOCAL ZONING REQUIREMENTS. 14.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BARKER (VGB) POOL AND SPA SAFETY ACT. Px0.1=NO, - 2-e-.zs 15.THE SWIMMING POOL HAS NOT BEEN DESIGNED FOR USE MATH DIVING EQUIPMENT, FOR DECK LEVEL Semi As N0tE4 DIVING BOARD REFER TO ANSI/ APSP/ICC-5 2011 REQUIREMENTS FOR MINIMUM POOL DEPTH AND °¢A'"'@'" `S 1 j" TO WASTE INTERIOR POOL DIMENSIONS. 16.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. LTER 17.SLOPE PATIO SURFACE W PER FOOT AWAY FROM POOL. 1924 ftft a Am- 13.4 a,N—Yank 11710 Phmc(519)7T—Q0O HAIR & LINT Fax(si9>7es 9 49 STRAINER EATE PUMP AUTO SKIMMER . BACK TO POOL 3 hp BLOWER SPA aux9xx .��11 POOL PLAN PIPING SCHEMATIC DUAL MAIN DRAIN WITH HYDROSTATIC VALVE AND COLLECTION TUBE IN GRAVEL BASE PRO 8'POSED X 8' GUNITE SPA SCHEMATIC PIPING ARRANGEMENT N.T.S. AQ-1 ALL DIMENSIONS ARE TO BE FOD VERIFIED ,)2„ 10' Minimum Length of Non 6"x6" FROST PROOF CEMENT MORTAR JOINT STANDARD Metallic Conduit with 8 insulated TILE OR MOSAIC 2» COPING Brass Electric Pull copper wire as per NEC COPING PARRERN BORDER 1490 KENNEY$ROAD $OLRHO D,NY 11971 COPING # Boxes 6" Above Water #8 GROUND O STEEL 2- 4 BARS COUNTY OF suFFDLK 2-#4 BA. Wi 2-#4 STATE of NEW YORK TILE O BARSland BORDER SOUSSA BENT BOND Yz" BRAS I RESIDENCE BEAM AROUND 4" Mi 04PARCEL ID: PLASTER NITCH #4 BARS 0 RECESSED 59-3-171 12" O.C. LIGHTD-fts.sp,m,�u,,,m4 PLAN BOTH WAYSSECTION #4 Bars ®12"SKIMMER NITCH DETAIL Horizontal N.T.S. Typical Light Box Detail vertical Typical Section At Spa _cr Coping R..T N.T. . N.T.S. COPING wauo� Veneer Varies -Vary Thickness of Raised Pool Wall To Allow For Thickness Of Veneer Plus 6" WATER LINE O 6"x6" FROST PROD 'Or�Ctud TILE OR MOSAI PATTERN BORD Anti Vortex Anti Entrapment Main Drain Cover ALL THICKNESS TO E C ANGER C UNIFORMLY MAIN DRAIN #4 Bars ®12" OC VGBA COMPLIANT Horizontal and Vertical T iaaE Section At Raised Bond Beam .S. 1924 9tliman Awnu" 8-O" Eamon,N Ya IMO F..(516)7& 9148 Fax C5/6)765-8148 DOUBLE MAIN DRAIN NOTE: SPACE 3'-O" APART 1. THIS POOL SHALL BE CONSTRUCTED IN COMPLIANCE PATH CHAPTER 6 OF THE RADIUS SCHEDULE PER CODE NEW YORK STATE BEPARTMENT OF HEALTH CODE. POOL RETURNS SETA 2. EQUIPOTENTIAL BONDING GRID TORE INSTALLED UNDERNEATH THE PAYED i 0 FT 6 FT 6 FT PD@F.DEPTH RADIUS 12" BELOW WATER LE ESURFACQUAL E EXTENDING 3'FROM EDGE OF POOL WITH CMI EQUIBOND MAY KIT OR a REINFORECED GUNI WATER 3. POOL SHALL BE DESIGNED AND CONSTRUCTED INCONFORMANCE WITH THE 2015 1 FT 6 FT 6 FT 3'-V 1'-0' ®12 OC EACH AY 9n 4'-0` i'-o• SE P N INTERNATIONAL SWIMMING POOL AND SPA CODE. MiEw s!%u�t vT< - 4. PLAN SHALL CONFORM TO APPENDIX G OF THE NEW YORK CITY BUILDING CODE. s xc awas m:nno 2 FT 6 FT 6 FT 4'-5 1'-6• O 0 O S'-" t-6` RADIUS NOTES uRAWRa 3 FT 6 FT 6 FT V-6• 2'-O` - 04 - 1. ADDITIONAL HYDROSTATIC RELIEF PLUGS SHALL BE INSTALLED AT POOL 6'-0• 2'-6• _ CONTRACTOR'S DISCRETION,THE NUMBER AND LOCATION OF REUEF PLUGS 4 FT 6 FT 6 FT V-6• 3'-0' 8" THICK - SHALL BE DETERMINED FROM ACTUAL GROUND WATER CONDITIONS FOUND SPA DETAILS 7-0' S-e' -- 12" THICK DURING EXCAVATION. 5 FT 6 FT 6 FT 7-7` 4'-0' FLOOR _ _-1 2. CONCRETE POLL SHALL BE 3,500 psl(28 Days) „,L WALL 3, CONCRETE MIX SHALL BE A 4-Y^1 SAND TO CEMENT RATIO BY VOLUME: 4'-6• 1.3 MAX ANTI VORTEX CONCRETE SHALL BE PNEUMATICALLY PLACE AGAINST NATURAL UNDISTURBED 6 FT g FT 7 FT e'-6` e'-a• 4 BARS 0 12" OC PLACED SOIL. # SLOPE ANTI ENTRAPMENT PRaccr. g`-o• S'-O• THORUGHOUT POOL BOTH 4. OWNER SHALL PROMDE THE FOLLOWING: 7 FT 8 FT s FT HORIZONTALLY AND MAIN COMPLIANT >r-6' S'-o• GRAVEL APPROXIMATE ELEYA710N OF THE POOL 10' " e'-o` SUMP MAIN DRAIN COVER b. 54•FENCE AROUND THE POOL AREA PER CODE.GATES SHALL BE SELF 8 FT 9 FT VERTICALLY HYDROSTATIC LOCKING&SELF LATCHING PROPOSED T ONCE A DAY FOR SEVEN DAYS 8' X 8' RELIEF VALVE a WET CONCRETE POOL SHALL AT LEAS d. ASSURANCE THAT POOL LIGHTS WILL NOT BE TURNED ON WHEN POOL 15 GUNITE SPA 9 FT 11 11FT EMPTY, POOL DIMENSIONS AND FACILITIES SHAL CONFORM s. ASSURANCE THAT RUBBER HOSE WILL NOT BE USED TO FILL POOL AS IT WILL WITH THE REQUIREMENT FOR A TYPE 1 POOL 5. THIS�PLAN ASSU EESS A SCIL BEARING CAPACITY OF ONE(1)TON PER SQUARE +Ks Na FOOT.IF SOFTER CONDITIONS PREVAIL THE CONTRACTOR SHALL OVER-EXCAVATE A Longitudinal Section AND BACKFiLL NTH COMPACTED FILL TO ACHIEVE: 1 TSF MINIMUM' AQ— N.T.S. RIQI 2020 RESIDENTIAL CODE of NEW YORK STATE 9AIiG.4NCGGRA.HI ARAPHI '! $ G! CDESIGN CRITERIA _ ? .. x >E �_ a€E :E.±Tin R.. eTc e TABLE RM1S IN: MINIMUM LN ORM-Y n M x5 _ DISTRIBUTED LIVE LOADS(PSFI is a'.n c[a-.rzc�z:t te. 'n�Frv+:vvsnnar+knrns ✓"m SRI �m a sa tavtiF--.u.Tx.:a.�[omr tiE r:.d'..e-::t-tvv '�•.>` .- ,_..,.n,..vt_a,._akEtm'a�.[.. --;� 3 �S s.: -vtxtn :2ov tav u.aa:t�x rer scx'+s a,¢ tv-n,sn, c. swi'x�e, >_mtstt[ ec a - - •"•-"'®:® __ '.x +a_ F FST,FLOOR LIVING AREA:2 2 SF - - SECOND FLOOR LIVING AREA:2522 SF --- 3 xs xxu.;._arznr xirc=s FRON1 COVERED PORCH:374 SF rrc uazm.+ar... k,ua„ �tneet_,rt c^nv..t.�acrtux_n u�ta scu w w 9>t,+xcs'n -s-r..ccr t+es,nu. vcx,..:ss,.a REAR COVERED PORCH,374 SF SIDE COVE RED PORCH:21 SF R3Q1.222 GARAGE 962 SF WEIGHTS OF IoATERiALS(PSF) r _'sra mxv r:.reax s:s,a.-eau a v-.spa u>.._>¢src.rnz -sra. rv.. ar»a„.es ve�es.eFs..c cc,=x etc-u�.e t�.�ex'erzemsz *. - TOTAL LIVING ARE,46(15 SF —_ C �'1 nxt¢ar.m -_rai,u m t..t>rsLv-n.....srz4 ur+i a sa ' vsc z• -x� ..,+cw.s -...Lw .>w..r:a>`t.;,<c.v xs.,wm-r w.n ,r.natzc. maws tit. .rLx..n� " �_ i � -A N - .mx was e:a-uc ..t ras..uKar s ,n,rs_.a c>t n.r uvic x[t.v raa..ve -__ _ s tm, .w a Eaett a... H+ a i a _ ttw .: - - s 1 .�.. se_u x[svwFsu�M.ns..s a[. sRE< _ - e s' y � 11 ZM TIG€GP UTiL ZAT U 11'7RjSS E-ONSTRU'CTON, _rt - R ENGIN ERE 4C^C CONSTRUCT.ON ANDIOR­BER ' CONSTRUCTION IN RESIDENTIAL STRUCTURES I-!A, _CO­NCEo,-HTU1E 19 N1 RR PART 12F G t <T -13 ..xt 16 w,t eE., Pop0 sed H—V for: - DJ Custom Homes 149Q n # Kenev s Road RLor PLANI Southold,NY 117E3, V' Town of Southold 1na..., FR_ .,�. v I _,��.«�ro County of Suffolk n a, .., ..,..ma. xis t m scTntu:la0a-so_o3-1 _ Coster Sheet < Keri lLazel,Architecture N NNEY'S ROAD a� -a: - ute., ..s rvs-ra x.-ram.cssa ms k Piaxtr '-4.> 77 - 3.ats o-acrs ox[x.�,..,a, Date:September 25,2023 - asr _ Date Jul}20,2G23 Scale:As noted l7i =,,v.. Project No.