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HomeMy WebLinkAbout48949-Z TOWN OF SOUTHOLD rt BUILDING DEPARTMENT � TOWN CLERK'S OFFICE M 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 #: 48949 Date: 2/23/2023 Permission is hereby granted to: Shamgar Capital LLC 144 Woo Jbury Rd Woodbu , NY 11797 To: construct new basement entrance and swimming pool/spa addition with pergola to existing single-family dwelling as applied for per DEC & Trustees approvals. At premises located at: 1165 Kimberly Ln, Southold SCTM # 473889 Sec/Block/Lot# 70.-13-20.7 Pursuant to application dated 12/21/2022 and approved by the Building Inspector. To expire on 8/24/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $770.80 CO-ADDITION TO DWELLING $50.00 Total: $1,070.80 Building Inspector r TONIN'OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Teiephone (631) 765-1802 Fax (631)765-9502 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Buiidin L I� II lV/ Building Insipector,_ DEC 2 1.2099 Applications and forms n'rust be filledof tin th ir"entiretyN„Incomplete applications will not be accepted.R Whore a - ppyc prt is not the,owner,an , NOwner's Authorization f ( Ii mDate: , t N111'NIII OF PROPERTY: Name; �fTil�itsowD ^ p — SUM#1000- Proles,Address p w� Phone#,,I",, Mailing Address Y CONTACT P'ERSON': Name: ( � N" � �f �( Mailing Address, p. Phone#: (�`f� ( � Ph Email: kA�tce Name: Mailing Address 81,,. � Phone#: 'FIORMAT " Name k MailingAddress: t Phone#: C,,( - Email: MCI DESIC38NN "NO N;N 'I R " C p �N�er C� emolition Esti ate Cost of Project: - � ... Re air ❑D 1Ner 5trtrture dslitlon ❑ Iteration Will the lot be re-graded? ❑YesLdo Will excess fill be removed from prern"'s s [.[Yes ❑No 1 f. PROPERTY INFORMATION Existing use of property: t� �� Intended use of property: 1PX Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. irrt,writ Stni,J'Ut 'r &",,adin, ,, Ttse awr OrIccintikior clesigo pr rl ssl6nal k�re,spandal t0rall4raihate andstorm Water issues provided by tttapter,236 of a Town code' APPUCATION i5l� �r axr tct -tr�tiae auil�ind r patttttpntlw�rtkie i nuance of it milting Permit pursuant to the Wilding Zone ordinance of the Town nt SOUtitold"Suffolk.i" �,New York and other applicableg.aWs,Otdlnantes or tr #dations,'tr�r the conmuction of buiidin s, additians, itetatiprti•or tier removal or demolition as,herein descriite ,Tire appitcant r� tan r mpi+y wwrith all ippiicao Jaws,ordinances,, code, housing code and r mations end adrnb au�ri Nrrsp�urs zsn premises aiwd}irr uilciin i for necessary i wspecoo .Falx s terneritsmade herein are, p.._pnPsirabie as'al t task A mnismeanor ptttsraent tee Seceion 10- of th+e~Ne w York State Penal Lem l p ry Application Submitted BY(print n"amJ1tk�'µ �� �� LA/uthorized Agent ❑Owner 1 �µ Signature of Applicant: 1 Date: , STATE OF NEW YORK) w S COUNTY OF r P2 p m being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the- 7 (Cont act " Co poratp Officer,et of said owner or owners,and is he said work and to make and file t duly authorized too a orn�i or have performed t his 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 �r v day of k i Q D Notary Public �w �6uiii ( � l1ill 'i Where the applicant x.� { cant is not the a owner I,... a_ Q _r1!2� .P _.mCj�ttfa�u O GCS ..�.._. residing at ' �do hereby authorize iw t. ,.� .. o apply on my bell ff to�froe Town of Southold Building Department for approval as described herein. weer"s Signature Date Print Owner's Namev._ _........__ .,,,..__, 2 9 v q r u k. s �r BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10241 DATE: 0)CT013ER 1 ,2022 ISSUED TO: SHA;4 CAR C+ PLI Al, LLC c/o DANIEL BU"TTAE1l000 PROPERTY ADDRESS: 1165*LIMBERLY LANE SOUTHOLD SCTM(#100170-1 -20-7 t tl� AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ° I accordance with the Resolution of the Board of Trustees adopted at the meeting held on Qctober 122,,and , � in consideration of application fee in die sutn of$� paid.by hAM ar Ca ital C and subject to the i r , Terms and Conditions as stated in the Resolution,the Southold"['own Board of"frustees authorises and permits ryr the following: ' Wetland Permit to construct a 16'x46'gunite swimming pool with a'n 8'x8' hot tub inside; construct a f2,000sg.ft.pool deck in composite around pool;install.an automatic cower for pool;install pool equipment area with gas heater;construct;a 25.71x1.6' pergola over a tw'o-part. outdoor kitchen and bar area;and to install 4' high pool enclosure fencing with locking gates; with the condition to establish and perpetually maintain a 20' non-turf buffer landward of the bulkhead; and to raise the bulkhead by the addition of one extra timber section to the top, without the primary structure being modified;and as depicted on the revised site plat, prepared by Michael Scott Sudano,Architect'P.C.,received on November 18, 2022,and stamped approved on November 18,2022» 1N WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. � Filt i m e TERMS AND CONDITIONS The Permittee Sham ar Ca ital LLC c/o Daniel ButtafUoc0 at I L65 Kunbq�rjyjane ., -p Southold Nem,York as part of the consideration for the issuance 0, the Permit does uriderstand and prescribe to the following: I That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will:,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assurnes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be tile estimated bine required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application,may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7, That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. The Permittee is required to provide evidence that a copy of this Trustee perrn it has been recorded with the Suffolk County Clerk's office as a notice covenant and deed restriction to the deed of the subject parcel.Such evidence shall be provided within ninety(90)calendar days of issuance of this pen-nit. 9, That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to Obtain same. p 11. No right to trespass or interfere with riparian rights. 'J'his permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY f,Slony Brook.50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 DEC 2 wvv,n dec.ny.nav 1 PERMIT MODIFICATION July 1, 2019 S OMM Daniel Buttafuoco c/o Buttafuoco Associates 144 Woodbury Road Woodbury,NY 11797 Re: NYSDEC Permit#1-4738-04304/00001 Buttafuoco Property, 1165 Kimberly Ln.,Southold Install Pool,Drywell,Patio,Hot Tub & Associated Equipment Dear Mr. Buttafuoco: The Department of Environmental Conservation (DEC)has reviewed your request to extend and modify the above referenced permit in accordance with the Uniform Procedures Regulations(6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore,the permit is hereby is hereby reissued with a new expiration date of December 19, 2023,and modified to authorize: Installation of a pool, patio,drywell,hot tub, and associated equipment all as shown on the attached survey prepared by John T.Metzger, last revised 6/6/2019,stamped "NYSDEC Approved" on 7/1/19. The following additional special condition shall apply. 1. No Pool Discharges to the Wetland: There shall be no draining of swimming pool water directly or indirectly in tidal wetlands or protected buffer area. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Kevin Kispert Permit Administrator KAK/File cc: NYSDEC-MHP P. Moore, Esq. t xVy06i11 Departmento€ cart as Kam m ru,+r7 Environmental Conservation New York State Department of Environmental. Conservation Division of Environmental permits, Region 1 SUNY @ Stony Brook AM 50 Circle Road, Stony Brook, NY 11790-3409 Imblow Phone: (631)444-0365 . `ax: (631)444-0360 Website: W-WWdoLnyq Joe Martens Commissioner December 19, 2013 Daniel Buttafuoco 1165 Kimberly Lane Southold, NY 11971 Re: NYSDEC Permit# 1-4738-04304/00001 Butta:fuoco Property, 1165 Kimberly Ln., Southold Construct Additions to Existing House Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act(Article 70., LCL) and°its implementing regulations (6NYCR ,Part 62 1) we are enclosing your permit, Please carefully fead all permit conditions and special permit conditions contained in the permit to ensure compliance during the term,of the permit. if you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, Sincerely, 011 Kevin Kispert p , Environmental Analyst IF b Enclosures KAK/file cc: Habitat-TW TDA Inc. NEW YORK STA,rE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-473 8-04304 PERMIT Under the Environmental Conservation LawlC'l ermittee and Facility Information Permit Issued To: y DANIEL BUTTAFUOCOlaerirt 1165 KIMBERLY LN BUTTAFUOCO PROPl�',IZ*l'y 1165 KIMBERL7' LANEJSl;TM 1000-70-13- SOU 20.7 OLD,NY 11971 �rot:'li.,tTI 1I41.1 ,NY I i97 1" Facility Application Contact: TDA INC " il 72 BAYSIDE DR M" p'a � � POINT LOOKOUT,NY 11569 (516) 897-2408 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: SOUTHOLD Facility Principal Reference Point: NYTM-E: 717.135 NY TM-N: 4547.848 Authorized Latitude 41"03"105"" longitude 72"24"58.4"" Activity ��',r ?,.,,, ��m.� ���r ��� u +v✓. i 1 ar s Constrcrck, d�ition ,repldace portions of tile existing d g (Mean High ) the septic system all located more than rywells and drtrrslra e struetu,fe,�; n relocate of the wetland boundary ' l00 let l�rncic+v�rr"cl 1 ater s shown on the attached plans prepar ,d,sby t�erard E Meyer, last revised 12/5/13 stamped ""NYS1 'Approved"Y � , --.-.-�.�... ... /19'/1SA3. P 10.E-OI,2 a, Permit Authorizations Tidal Wet:t�i::d 11e, nit Its 1...4 738-04304/"00001 , N'cw Pern'bl;t Expiration. ate:-C2I19(2018 NYSDEC Approval ._.�__..�... ..��- By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator:ROGER EVANS,Regional Permit Administrator Address: NYSDEC REGION I HEADQUARTERS S u?v Y @ STONY BROOK150 CIRCLE RD STONY.B X O , 11790 -3409 Authorized Signature: 6-- .. .. .. Date / / 1-0/7 Page I of 6 E 'YORK STATE DE,PARTMENT OF ENVIRONMENTAL CONSERVATION t^a ility DEC ID I-4738-04304 Distribution List TDA INC Habitat-TW KEVIN A KISPERT Permit Components ------------- NATURAL RESOURCE ff f 'MlT C ONDITIONS GENERAL CODfTJONS,APPLY TO ALL AUTHORIZED PERMITS "1`401111 CP I l ON OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site;,:Plan 12/5/20 l l NA'i UR AL IM S m UCl,,,VE R,,M 1T°,+S@ N.-.Dl,,.. N& A..l to the i?oiit v to ,,, ;�. TIDAL '' ►ETLANDS' t. 1 ,c gelated Activities Authorized ley This l et reit This permit authorizes only,those regulated artwhies/structures identified under the section ( tr uription ofAirt'1r(,)riz d Activity.NYSDEC does r'101 is tae after-the-fact oras-built pennitsw This permit does not rrthori�z o activities, or legitimize the e isi6ice of structures, which would have required a permit but for which no permit or other authorizatir.�rr htis been granted N'YSl)EC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformarx6e with the l prcrvccl`pl ans� fibra ita cl by theapplidan t or,applicant's adht as part-of the permit irlaplkadon. Such approved-plaiis-,were,Iprepaxed,,by, Gerard,&Meyer.;.last:revised,12-/5/13 stamped,."NYSDEC Approved" on 12/19/13. . Nod tice of Commencement At least 48 hours prior to cornrnencertrent ofthe project,the permittee and contr.actor shall sign and return'the top portion of the enclosed notification form certifying that they are fully a%wire of and understand all terms and conditions of this permit. Within 0 jays of completion of project, the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 4- PostPPrmif Q;__ 'PL., - ---- .�.6.. _„1w}Jei,7IIL sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 NEW YORK s-rAnE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Am FACH'ity DEC 11) 1-4-738-04304 0*M0 110 S. Failure to Meet Permit Conditions Failure Of the.pen-nittee to Meet all the conditions of this Permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at tine project site. 6. Structure Must He At Least 75 Feet Landward Of Wetland Boundary This pen-nit alltilorizes the reconstruction 01,restoration of residential Structures located in the adjacent area at the prescribed minimum setback only, Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet fi-om the wetland boundary,, art'not allthorizdd, 7. Development Restrictioms Reconstruction /restoration projects att 1 1,11 meet all of the applicabl Or'i',ico,,by this permit Must "'(1) and(7): e development restrictions of 6 NYCRR Part 661.6(a)(1)', - The 75 foot mininnan wetland setback requirement for all principal I st CtL dependent s in a structures and all 11""'6P-Water- trUbtures exceeding 100 square feet in area. - The 209� ruc maximum adjacent area cover ge limitation for impervious structures and surfices.","i fl a - The 75, foot minimum wetland setback requirement for all hard surface driveways,roads,pirkiliareas and Si!"nihir impervious surfaces exceeding 500 square feet in area. i 8- a csa Of Disturbance for Structures Disturbance to the natural vegetation or topograp wtitd of dib "Limits OfLand Disturbance" as shown on hy sea the approved plans is prohibited, 9. Straw Bales or Othcr.at Fidal Wetland A row ofstaked bales or approvable ez , e� 'Osion control devices shall, at the lata -&edge of the buffer area or 75 linear feet as per the NYSDEC al)proved'plan, prior to commencement of it 1-1 from flee leaf c'110111 in place and it ny regulh, good, functi'ona'l condition uhtil,tile,project is comp activities and are 4(abilized with vegetation, 'Plqted"�ind all disturbed area!s 10- C�Ontain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed"" stock I iled for longer than 48 hours shall be contained by a continuous line of staked fiaybales Milt or ,(or other NYS FC approved devices)placed on the seaward side between the fill and the wetland"orpro'te'cte&buffier area:,�Yarps-are'authorized,to,supplement tllcseyapproved methods. I I- vegetaArcaas Thepermittee shall areas to prevent project completion soil erosion to the p it exposed hices and'disli,,1-bed comes first. pletion or expiration date of this perall 12. Roof Runoff Directed to DrYWells Roof runoffshall be directed to drywells with the capacity to store/recharge the"unoff from a 2 inch/24 hours precipitation event.All drywell's shall be located a minimum of 75 feet landward oftbe tidal wetland boundary, 13. Sanitary System s above Groundwater Sanitary system (bottom of tank and leaching pools)shall be located a "'iDi'llum oft deet above seasona Ihifrb ---U"A I - . ...6- ww 11Uwater. 14. No Construction Debris in Wetland or AdPicent Area Any debris or excess material frons construction of this prqJect shall be completely ren,)r)ved froin the aldjacent atea'(11pland),',ind renloved to an approved upland area for disposal. No,debris is permitted in wetfands and/or Protected buffer areas. Page 3 of 6 NEW'FORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONAM Facility DEC 1D 1,-47 8-04 0 low 15. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 16. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands Or protected buffer areas as a result of the permitted activities. II7, Storage ofEgaaapment, Materials The storage of construction equipment and materials shall be Confined withal the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 18. Driveway/Parking Area, or Material P ows portions Ord I=ivewwway and parking areas shall be constructed of N YSD C-aapproa ed p x +lour materials as shown on the atp aaavpcl plans,. 19. Concrete Leaehaite Doering construction, no wet or fresh concrete or leachate shall be allowed to escape intraany w t.laands or waters of New York State, agar shall washings from ready-mixed concrete trucks, rnlaecas, or other devices be allowed to enter any wetland or waters. Only waatertight,or Waterproof 1. forms shall be used'. Wet concrete shall riot be pour-ed to di place water within the form ,. 70. Preemptions Against Contamination ole aters All necessary precautions shall be taken to i)rceltade contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents, lubr rt*ints, epoxy coatings,,paints, concrete, leachate or any other environanentally deleterious raaart ria.rls asocmaiteal with the prosect. 71State May Require Sitie Restoration if upon the expiration or revocation of this permit,the llrolo t.her clay aauthgt r eal lavas lata beeaa c atar ett c1 the a . w� nmat�sl 11,without expense to tlae late, amid o suchextent and rn socia time and manner as data Departuat�rat of lwnvironmellt�aI Conservaation"may lawfully reclaam.re,rrmnova al.l o any potrtra of the uncompleted structure or fill and restore floe site to°its fanrmer ct ntlitioaa No claian shall lie m" drag inst the State ofN w York.on aaccolln(,ofa, such r•cmoval or alteration. 22. Shale May Order Removal or Alteration of Work If future operations by the State of New York require arra alteration in the position of the structure or work herein authorized,or if, in alae opinion oftl°ae Dep�artmnemat ofpnvirownental Conservation it shall cause unreasonable obstruction to the free navy, atioaa of said waters or flood flows or endanger the health, safety Or wcll<are or tile pcolale of floe imitate,or cause.loss or destruction .f th .ttaturals�re�oan° .es o1'tlao lbe ordered, e1laartrnent to remove or alter the structural work,obstr°trt.tiaaaas„ or hazards caused may thereby wvithouty floe expense to the State, gird if, upon tlir e�l�,ir�at��ara�orrevocartiara Ol'tlais ptrrriit, the sirrrcttrrc, fill, excavation, or other raaodification of tlae watercourse hereby authorized shall not be completed,the owners,shall, without expense to the State, and to such extent and in such time and manner as tile Depaartrrrent of.Environmental Conservation may require, remove all orally portion of"the uncompleted Structure or fill and restore to its former condition the navigable and flood capacity of the watercourse, No claim shall be made against the State of�V"gew Fork on account ofaaay saacla removal or alteration, 23. Mate Not .Liable.for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which mnay be caused by Of exult from future operations undertaken by the State for the conservation or improvement of navigation, or for other- ptrl-poses, and no claim or right to compensation shall accrue from ally such damage. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION I+anality DEC 11) 1-4738-04304 GENERAL CONDITIONS - A 1 to ALLA _.. ... .. . its: PP Y uth orized Perm M 1. Facility Inspection by The Department Tlae permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of tile Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL, Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 4111(3). The permittee shall provide a person to accompany the Department's representative durin an inspecto the hermit area when requested by the Department. g p tion A copy of this p unit, including all referenced maps, drawings and special conditions;must be available for inspection day Clic Department at all times at the project site or facility. Failure to �raaa��rcc.a copy the permit twpon request by a Department representative is a violation of this permit. 1 PY of 2. f elata n,ship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, s lacrsede or rescind order or dete i"lination previously issued by the l epartment or any ofthe terms, conditions,or recpuirc nilts contained in such order or determination. 3 Applications For Permit Renewals,Modifications or Transfers The permittee must submit a��� l fi pp P p rmrt renewal,modification or transfer of this lac r"'I"lle`�u written alit tion on q o the Department for e P lade�n fca�tnso upldincntalfril �nattoo"die°le`,p�srt�neot=re�lurrs. Any renewal, mod ilicatton.of tdransf r granted by the Department must be in writing. Submission,q),"'.', alaplicat or� ,faar la zst)it renewal, nyadifi�eatk'nn or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790-3409 4. St'hnaissiol�l cel"Reoewal Applie,'Ition l'lic permittee Xattast submit a renewal application at least 30 days lacfore pewit c� lairation forth 1`ollOWilig permit-authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and revocations by the Department TI"lle Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the pennittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 BVI+,'W YORK ST TE f EPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-47,38-04304NOW e• noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the "nvii-orrmenta] Conservation law or regulations of the Department related to the Permitted activity, . Permit]'I-ansfer Permits are transferrable unless specifically prohibited by statute, regxrlation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership, NOTIFICATION OF OTHER.�...._,..�.....� ..._�..�..�....W....._.,�.��..�., .......�.... .. PERMITTEE OBLIGATIONS ldtena Ac Permittee Accepts Leg Responsibility and Agrees to Indemnificadilort�;.,, The pennittee, cxcptrrag.state� or federal agencies, expressly agrees to indemnify arxal��ic�lll �a�rrrnless the Department ofPnviruxrraaental Conservation of the State of New Y ali�rl�, its re,paeseratrative , et�Iplcxyees, and agents l claims,suits, actions,and ddunages, to the extent attributable to th permittee's acts or omissions in connection with the permittee°s undertaking of activities in cor�ncctitaxx with, or axl e rati rn and maintenance of, the facility or facilities authorized by the permit whether in, compliance oi'not in compliance with the terms and conditions of the permit. This inde�ttrtit cMatror'i"docs,s. not extend tri'any claims,writs, actions, or damages to the extent attributable to DEC's own ueglrgent."or nfentioD al"acts or omissions, Or to any claims,suits, or actions naming the DEC and arising under Allicle .a?rel"tic New York Civil Practice laws and Pules or any citizen suitor civil rights provision , under federal or state laws,. l Item �.Caxntractors to f"ortalaly vvith lea it The permm ", >ttcc is responsible l"or ixalors"Ing its rnd pen �c�xt contract rs, u��r 6' ,agents an assign'eel" their respora rd:arlmty tP,ce ria aly ritJ°t dais Permit, including.all special conditions while acting atlre,.�,. p P l�errnittee's a "t as ritl� res respect to the errnrttt,tJ axc,trvitde*�, and such persons shall be sarl�lptw ttxltlae carne sarre,tioxas Cor'violatiorx of the Environmental t°onscc"°vatian Lav as those prescr° dple. loi„ilrepearxxittee. Item f": Responsible esponsible for Obtaining Other Required 1"'ermit ,n .� The perxilittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of. way that naary be required to carry out the activities that are authorized by this permit. Item D: Nixg Right�lrt to Trespass eir-1jiterfere ivitla Ttalxtrr irrn f;rglats_ o�>: This errxrit docs riot convey to the pci rnrt;te-c ally right to tresp ass arporr tltc lands or rrttex�Ti re with the riparian rrglrts of°anthers in order to pertbrxrr the permittnel w' ork nor does ii irtltoairc ilia inxlaatixxmacnt of zany riglxts, title,,or interest in real or personal property held or vested in a person not a party to the permit, Page 6 of 6 CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDP'i'M THIS CERTIFrCATE IS ISSUED AS A MATT 06/00/2022 CERTIFICATE DOES NOT AFFIRIUrATNVELY OR NEO;ATI MAT AY ONLENDEXTEND FALTER THE SUPONl31~ E C ER OF INFOR�+IA,TION ONLY AND CONFERS NO RNC�FIT,S UPON TINE CERTIFICATE HOLDER. TI�rrS BELOK THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. AFFORDED BY THE I"OI.tC1ES If SUBROGATION IS 1r1IAIW'r=D subject to tI>e terms a E ( ) IMPORTANT: O the certNfrcate Forder Is an ADDITIONAL INSURED„tFae oil ies must have ADC3ITrONAI INSURE I Provisions this certificate does not confer rights to the certtflcate holder in Iretr of such endorsements, o ons or be endorsed. and conditions r Ini ie of the policy,certain policies mai require an endor3emant. A statement on PRODUCER PAYCHEX INSURANCE AGENCY,INC. Insurance Agency,Inc. 150 SAWGRA SS DRIVE Oh aYc7 266 6 T CT F �I�a fiex.. Y ROCHESTER,NY 14620 I Certs ,Com INsuRERA We� _ Ess . INSURE ..���...- SCO ln3Ur�SiA� RDINGCOt,FERAGE NAp�C tp ATLANTIS SERVICES I�.._�� _�� INSU'RE D 20 JULES COURT SUITE 7 uNSu R C BOHEMIA,NY 11710 ..._ ...__.. INStpRE R D COVERAGES INSURER F REVISION NUMBER: �.,. CERTIFICATE NUMBER- THIS IS TO CEttTpFY TFIAT'CI IE PgLNCII S Cd A5LIRANCE LISTED BELOIAi I IAVI BEEN ISSUED TdJ THE IN fJRED'NAMED ANUM � INDICATED,'CERTIFICATE NC)GWVITIISTANI�INCa ANY REQUIRE TERM OR CONDITION OF ANY CDNTr�ACT OR�YTIiEr� DOCUMENT 4�1ITA1 RESPECT To W ISSUED OR MAY PER IN, THE INSURANCE C)I TIAs POLICY PERIOD EXCLUSIONS AND CONDITIONS OF SUCH POI.ItCIE,LIMITS 3N(yy�lW I�AY I1��JE 6EEN REDUCED BYJES AD CLAIM WHICH MS LTR R TYPE OF INSURANCE .. ^. . . TE ..IVI , I POLICYNUMBER POtJCY''1F ffiMrLDDYt/YP„” HEREIN LIMITS .-,". .... LLIABILITY MMVDDVYYYY NIS SI�II3,IECT TO ALL TFrt. m. COMMERCIAL .�OCCUR EACH OCCURRENCE $ _,... ..I�i'"iI°PuPgSES;..Ep rnS,aIGY3 A O RENTIwt1_ II OENL AGGREGATE LIMIT . MED F.1IP(Any one(tiex�rtarc) $ _.. _ .._TA m... PRO- JECT ...._ IMITAPPLIESPER. PEADVINJIJRY $, RSONAL POLICY .., LOC GENERAL AGGREGATE I $ COMPYOP AIG AUTOMOBILE LIABILITYANYAUTO $ OWNED """�SCHEDULED BODILY INJURY Per person) $ C'OMBVNI*O SINGLE LVMIT _„1 AUT. ONLY —"- � AUTOS ( p son) $ HIRED NON-OWNED — — AUTOS ONLY AUTOS ONLY BODILY INJURY(Per accident)1$ enOPaf�'m d0AW&: ..._ $..�, UMe -LALIAB _.. _....._. .... ,....... — _ OCCUR $ CESS LIAB rA4itOOCURRENCE $ �D � �RImYInIFd'1'_... .__...... .mu._... , .,....... CLAVMS SIiN$ COMPENSATION AOORAGGREGATEWORKERSCOMP Nm _ ...._a AND EMPLOYERS'LIABILITY A ANYPROPRlrTOR/PARTNEPJEXECUTI'VF YIN OTP OFF ICEtUMEMBEREXCLUDED? `_.I':NA N WWC3595495 ..--.._ rJ cr in tiles) E.L.07/10/2022 07/10/2023 _. (Mandatas X STATLrrCIDENT $ 500000 At dadscre�bs under E .FA�'ll ASCRIPTION OF OPERATIONS below " D�L� $ 500000 E L.DISFrgSE-EA FMPL,,,,,,., ., ".. E.L.DISEASE' POL ICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 707,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER _ Town of Southold CANCELLATION 54375 Main Road Southold,NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) The ACORD name and logo are registered marks of 016 ACORD CORPORATION. All rights reserved. ... CERTIFICATE OF LIABILITY INSURANCE DAT (MMOD"yy) THIS CERTIFICATE' S MATTER � N O ' $1 2 0 22UPON THE : IFICATE HOLDER,TtlSDR NE;ATIVELYAMEND,ExTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESCERTIFICATE DOES NOTA�FIRMATIviLY ONLY AND CNESNCRl3wT BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUINGINSURER(S),AUTHORIZED REPRESENT ATwVE OR TAMD THE CERTIFICATE RNTHOL . IMP If SUBROGATION IS 1 ANVED subject to the tlorls of the Policy,( ) st have thlsOCert f1Cl�te does not Confer rightsw)er Ns an AI7eDITIsO andcondition twae porlCyie certain I ADDNTwONAL.INSURED Provisions or be endorsed. fa t(s).es may require an endorsement. A statement clnd'. PRODUCER to the Certlills an condi in IIeU t e enr,Jcerta npoli), Liberty Risk Management, Inc. Matt rto NAO,MN,� ACT hew RD ,� 2333 Route 112 PHONE -.., IAX Medford, NY 11763 E•MA#L _ .Iouc �?PI .631) 6 "-53 A OR m_,!?aDhew llP elrty—ll org INSURED __ #NSURER S AFFORDING COVERAGE Atlantis C �rw/I1ear3 e�Ialty In�arr�Ll�t���mlya, 6636 Is and Spas Custom,Poo dNS1IR 20 Jules Court, Suite 7 INSU Bohemia, NY 11716 MBER. 00000059-342464INSUR_ F: _...,. COVERAt*:ES INStIRI R F; CERTIFICATE NU TO d7 CERTIFICATE MAYBE ISA DING A�+NY REQUIREMENT,RANGE I ISTED BELC7V�N IAVE BEEN tI I' D TO THE dNSURED IdAM tS ABt�4tE FCS 21 THIS INDICATED,CERTId YTS' TI IE POI IC,IES OF INSU REVISION NUMBER R THE POLIUY PERIOD F ANY CC7NTd�f4 DED CT C7R C7TI IER DC7CU'MENT WITH RESPECT To WHICH THIS M t7R DC7 BY THE POLICIES DESCRIBED HEREIN I SUBJECTTO ALL THE TERMS, .IL7d _YND �_-_....,.. EXC:LLI;SIC'7NS AND C�7Nt71TIC7N OR OF SUCH PE OF INSURANCE MAY PEADIw "LIMITS MI p SSHC7VIFN INAYEAFFRI IAE BEEN REI7UCEv BY PAID CLAIMS. _ LIMITS COMMERCIAL GENERAL LIABILITY POLPY NUMOEft, L#pr�yF l MPpLICY�XI� -� AMP0031003012554 cLAIMs-MADE OCCUR 10/01/2021 10/01/2022 EACH OCCURRENCE AKA M. ... .PIkCY FRCP: '.fLa a eurrer#cea} $,. OO, CMO.., Daae ar POLICY AT UM MIr � 1 0 5 000 GEN"0.AGGREGATE LtlA1I1"'APPLIES PER: ,PER SONAL a ADW INJURY $ C1w 000 P.. NP!Eq AUTO OTHER ILELIAB PRO ❑LOC _ROOIRJCTS OMPIOPAGG $ f '0(I,OOrJ..... ITY AOWNEDUTOS ONLY SCHEDULED, B eEdrDuRSINCLE LIMPT $ ANY AUTO ... .._ HIRED AUTOS BO BODILY INJURY(Perperson) NON-OWNED .,` "`........-.�,." AUTOS ONLY I P ) $ _ „AUTOS ONLY OPERA D ( dent .0 BODILY I PR INJURY Peracc UMBRELLA LIAB '"frr,ata„cldear $ 1 _ UR EXCESS LIAB _.�. LACM MAC7E d C«d"t O�CURREIVCE'. DIED I2ETEN"PION$ CRLGATE WORKERS COMPE�NSATkON _..... mm,--... AND EMPLOYERS'LIABILITY " 'ANY IPRO IETO D EXCLUDED?ECLrI"It E (Y/N, N/A E Im" .ATUT �O"CH $ w7FF{CEFC.fMGEM9FtlLRf,", ,JBr,.R,,.A._..., (Mandato in NH _...._. dl s Mm under E L.CAOH ACCIDENT D SC'RIiP'�"ION OF OP"a' DISL a:SE,EA FMPLO. .... OPERATIONSbelow .._....._ .,_.... YE $ E.L.DISEASE'-P _ Od.ICY LIfh�IT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCEI.LATION' Town Of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF,PRNOTICE WILL BE DELIVERED IN Southold, NY 11971 ACCORDANCE WITH THE POLICY OVISION'S,. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reservR The ACORD name and logo are registered marks of ACORD Printed by MJR on 08/08/2022 at 02:2 PM !aR Workers' S' ATE Compensation CERTIFICATE OF INSURANCE COVERAGE 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 Ia.Legal Name,&Address of Insured fuse street address only) 1 b.Business Telephone Number of Insured ATLANTIS SERVICES,INC I BA:ATLANTIS CUSTOM POOLS AND SPAS s-z CARLOUGH Rte 6312182533 BOHEMIA,NY 11716 Work Location of Insured(Only MQuired If coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain 1¢acatiorrs in New York State,/e.,wrap-Up policy) or Social Security Number 45-0718767 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier Town ofing Listed as the Certificate(Holder) U Standard Security Life Insurance Company of New York 54375 Main Road 3b.Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 62506-00 3c.Policy effective period 4/1/2011 to 8/7/2023 4. Policy provides the following benefits: ❑X A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: as a d insured has NYS Disability and/or Paid Family Leave Benefits insurance covers Under penaltyof perjury, I cern that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named O 9 est d'above. Date Signed 8/8/222 BY . (Signature of insurance carrier's autbodi.d n�presenta dve or NYS Licensed Insurance Agent of that insurance carrier) 44pt Telephone Number 212 355-4141 Name and Title SUPERVISOR DBL/POLICY SERVICES 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. Mall It directly to the certificate holder. If Box 4B,4C or 513 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 sox ac or 5s of Part 1 has been checked) � ork According to information maintained b th W�C91"t�DI'Sta�Cl� NB ��?7'1 �f)c�l't�' y e NYS Workers Compensation Boardm the abave-named employer has complied with the NYS Disability and Paid Family Leave'Benefits Law with respect to all of hitslher employees Date Ririn—f By Telephone Number (Signature of Authorized NYS Workers'compensation Board Employee) 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) III 1111111°►���120.1 (10-17)►1IIIIIII NECK ROAD �, PAI?� F,�,��� _ 5,763 SQFr P " — 68 SQ.FT. 5 83114,000 = 12 96X F7: PROPOSED. ,3- OO PA USE, DECK, & STOOP W/S7EPS 5,426 SQ 770 =2) 1,588 SC.FT. COOL PADS 86'0 SO.FT. 58 So FT 8,122144000 = 18.05X , m- � LOT 0. WALLA'F- 1 345.6of P FAUN.; 20-63 N64'22'20"E �I�L� � ..��� W00o WALL F1.10.8 r \' >� 7.8 5TONE ELMS 11.:s • COLLUM I i t �8 5 3.3Vt, EL10.7 � i ��,3k� V 1 5T011E EL.11.2 X10.8 �>3 DRIVEWAY EL-9.8 J I \ O GRAVEL i 6b ST # �r{AY 'ER10� 75.8` GARAGE �"FIK FLR a-10-6 A ZON T < l �5. 1 HOUSE l 5�yR s' F.L9.5 1 ZONE AE FIK FM EL2-4 ZONE °X �� IEC. 6 FEET) COAX♦ VA. �_< 2D. PLR oEcx �J WD. Mr—i" EL.M0 LOT I I � rf \ . } 1.&' 21.6 1f3.7' k7 R \ : . , � \ - + 51L7 ATE 1Lb PAT10 i ' \ mor4 r EL-8-8 POOL PROP05ED (TO ► . POOL FOR EL-6-9 \ }—� POOL E4 �[* §tt It 4E1litT E 9L3 \ L{ t 1 EL.7.8 �OGA1t9 x EL 2.0 ELEG. cow- s GRA`rs W.W X6.7 SLAB rA WIe PFNL E�.6s 354.31 o FE 1 0.3'5. 1 0.15. w rl Tc Lfs.zoic 1 SCALE 1 '� eox sitJ LOT / 7166H ?5, 2009 9 NAM 86 �a�' (3-o2a •�1 DRAWING INDEX CODE INFORMATION " s� ''' y ' ll J17. Q�� F3ii1Rd °'�R� � , ' PROJECT INFORMATION + t, Minimum Uniformly Distributed Live LoadsToble R501.5 I� `0 .r �''��U ,4 `� N o DRAWING DRAWING NAME 2020 Residential code of New York State (publication date: November 20101) ,! ��t�`°µ ` ..Harpers•Poiht STATE NEW YORK p o NUMBER 2020 BuildingCode of New York State (publication date: November 20101) nn•�"eLn COUNTY " ctl " p USE LIVE LOAD DEAD LOAD SUFFOLK COUNTY °A 2020 Plumbing code of Naw York State (publication date: November 2019) { TOWN OF SOUTHOLD x 5-I SITE PLAN g p � TOWN 2020 Mechanical code of New York State (publication date: November 2019) Exterior Balconies 40 psf 10 psf 5-2 GRADING AND DRAINAGE PLAN 2020 Fuel bas code of New York State (pubilcation date: November 20190 p p ��e r. SITUATED IN 5OUTHOLD 5-3 LAND50APE PLAN 2020 Fire code of New York State (publication date: November 2019) Decks 40 psf 10 psf eta"S OWNER BUTTAFUOGO ro 0 c 2020 Property Maintenance code of New York State (publication date: November 2019) i �ackcy creek�r - - eE`� a „ 5-4 DETAILS p p ckey�r Ln ADDRESS 1165 KIMBERLY DR. 2 N 2020 Existing Building code of New York State (publication date: November 2019 Passenger Vehicle Garages 50 psf as per plan f - - �._ oG 5-5 DECK DRAWINGS 2020 Energy conservation Construction code of New York State (publication date: November 2019) --- ,•1. x SOUTHOLD NY ,._1 x „ p ATTICS without Stora a 10 sf 10 sf s0UTH0LD.GULF- 06 s o 5-6 POOL DRAWINGS 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings ("ASHRAE 010.1-2016") g p p , �,;�,���" j i4 ZONING INFORMATION R-40 ICG All"l.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accesslblllty Sign ATTICS with Storage 20 psf 10 psf / 4White Blossom House o a dy SECTION 70 �Y GM TABLE 8301.20) ROOMS other than sleeping rooms 40 psf 10 psf f.'` n BLOCK 13 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Sleeping Rooms 30 psf IO psf ite Ince - _ "� `` LOT 20.-1 O d -; Ckm;erAve % S�,,h� o y �' r�9 DISTRICT 1000 Goose Creek Beach. WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf OCCUPANCY GLASS RES. SINGLE FAMILY RESIDENCE WIND ICE SHIELD LIMIT OF 3no Farms C;` rvr ... LOT AREA AREA = 53,317 SQ.FT. OR 2.2x5 ACRES GROUND SPECIAL SEISMIC WINTER NDERLAY MODERATE AIR MEAN Guardralls and Handrails 200 psf 10 psf `,.we TOP06RAPHIGAL BORNE FLOOD - 1 SNOW SPEED (MPH) WIND DESIGN FR05T LINE DESIGN MENT NAVE FREEZING ANNUAL C—, Ei=1=EGT5 DEBRIS WEATHERING TERMITE HAZARD ROOFS w.c DESIGNER: Q DESIGN GROUP LOAD REGION CATEGORY DEPTH TEMP REQUIRED ACTION INDEX TEMP arm s;,A ��-- � �. ZONE Flat or rise less than 4 Inches 16 psf a�,,,� "Y,,�'�.f{, - �co6 .4 ���` PO BOX 33 MODERATE TO per foot (1:3) p 20 psf 140 NO NO NO B SEVERE 3 FEET HEAVY II YES NA NA 618 52.1 DEG. P Q Qu 5AGAPONAGK, NY 111162 Rise 4 Inches per ft. less than 12 12 psf 10 psf 2 VICINITY MAP PHONE: (631)-2011-2010 N � MANUAL J DESIGN CRITERIA inches per ft. 5-I SCALE:N.T.S. N ALTITUDE HEATING DESIGN INTERIOR DE516N N ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE TEMPERATURE TEMPERATURE o FACTOR DIFFERENCE COOLING Compliance Statement: c •40' N 12.5 DEG a4 DEG 1 70' 75' (DB 63' WB) 5'1,5 The proposed building design described here is consistent with the TEST HOLE DATA + building plans, specifications, and other calculations submitted with the o ermit a Ilcatlon. The ro osed buildin has been dell ned to meet ZONING REQUIREMENTS: N COOLING WIND VELOCITY WIND VELOCITY COINCIDENT WET p pp p p g g 1%8/15 TEMPERATURE HEATING COOLING BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDIY the 2018 IEGG requirements in REScheck and to comply with the N DIFFERENCE mandatory regRulrements listed In the RE5check Inspection Checkilst. EL"7.3' MIXED SAND AND LOAM LOT AREA c 11 157— M 50% 45-5546 1' BROWN SILTY SAND SM (from west property line to the tieline) ................55,511 sc�.ft. 7.5 71.5 3' GENERAL NOTES: LOT AREA PALE BROWN FINE TO MEDIUM SAND SP (from west property line to ex. bulkheat).............41,546 sc�.ft. • DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE, IF DISCREPANCIES OR INCONSISTENCY EXIST, SURVEYED LINES, EASMENT5, BURIED UNFORSEEN5; EL a4' 6.9' CONTRACTOR MUST NOTIFY 0 DESIGN GROUP IMMEDIATELY AND/OR THROUGHOUT THE PROJECT. WATER IN PALE BROWN EINE TO MEDIUM SAND SP ALLOWABLE LOT COVERAGE 20%6:..........................8,36q sc�,.ft. • CONTRACTOR SHALL GUARANTEE ALL WORK AND 15 RESPONSIBLE FOR ALL WORK TO BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF AT LEAST I YEAR FROM COMPLETION. CONTRACTOR 15 RESPONSIBLE 8' FOR CORRECTIONS TO PLAN THAT ARE NECESSARY, AND CLEARED BY Q.D.G ; WORK 15 TO BE COMPLETED IN THE BEST 5TANDARD5 OF BUILDING PRACTICE. LOT COVERAGE: • ALL CONTRACTORS ARE TO GLEAN UP THEIR WORK AREA DAILY AND POLICE THE SITE OF ANY GARBAGE AND DEBRIS REGARDLESS OF OWNERSHIP. AND TO CONTINUE TO MAINTAIN A PROFESSIONAL LOOK TO THEIR TRUCKS, STAGED WATER IN PALE BROW FINE SAND SP AREAS AND PERSONAL SELF. LABORS SHOULD BE UNIFORMED AND MUSK SHALL BE KEPT TO A MINIMUM. SMOKING WILL BE PROHIBITED UNLE55 CLEARED WITH C .D.G.. EXISTING HOUSE, COVERED ROOFS • NO WORK SHALL COMMENCE WITHOUT THE OBTAINMENT AND SECUREMENT OF A BUILDING PERMIT. ALL WORK 15 TO BE PERFORMED WITH ALL STATE, MUNICIPAL AND LOCAL ZONING AND BUILDING CODES. DAYS AND TIMES HOURS OF 17' W/ RAISED DECKS.................................................5,4105R.ft. EXISTING SHED............................................................101 so,.ft. OPERATION SHALL BE CODE. NOTE:WATER ENCOUNTERED 6.9' BELOW SURFACE PROPOSED POOL......................................................"756 sc[.ft. • Q DESIGN GROUP 15 NOT RESPONSIBLE FOR THE WORK OF THE INDIVIDUAL CONTRACTORS THAT ARE BUILDING FROM PLANS THAT ARE PROVIDED OR DRAWN. PLANS ARE PROPERTY OF 0 DESIGN GROUP AND THEIR USE WITHOUT PROPOSED DECK t 1 WRITTEN CONSENT 15 PROHIBITED 501L BORING w/ pergola and kitchen.........................................1421 sc�.ft. THE INFORMATION SHOWN HEREIN ARE BASE ON A SOIL BORING TOTAL:.................-1,652 s ft. • ALL UTILITIES ARE TO BE. LOCATED, MARKED OUT AND PROTECTED BY THE CONTRACTOR'S EXCAVATING ON 51TE OR GUTTING WITH UTILITIES OVERHEAD. IF PRIVATE MARKOUT5 ARE NECESSARY FOR THE WORK HIRED, THE REPORT DATED 12/1/21 BY McDONALD GeOSCIENCIE �' CONTRACTOR WILL CONTACT Q.D.G. PRIOR TO ANY WORK COMMENCING. (P.O.B. 1255 5OUTHOLD, NY 111171 TEL. 631-165-36'7'7) PROPOSED LOT COVERAGE ........................18.3% (1,682 s.f.) n �-1 EX. COVERED PROP05EP PAVER LANDING XISTING PLAY SET KEY OF GRAPHIC SYMBOLS STOOP EXISTING STEPS 4'-O" HT. PROPOSED PROPOSED ARBOR EXI5TING CHAIN LINK CHAIN LINK FENCE PROPOSED STEPPING Q Z X. WALK FENCE STONE PAVERS ` _ XISTINOI AUTOMATED GATE XISTING GRAVEL DRIVEWAY •� J� +011 1 EXI5TINS B CURB, TYP. PROPOSED RISER OF STEPS N54/ :22'20"E '� 101 =-- � � 20.(0' X EXISTING VEGETATION TO REMAIN � i 1 X �n 0 O ❑❑❑❑❑❑❑ ❑ 1 N1 U1 TREE PROPOSED EVERGREEN _ _ - _ 'n ------ -- - —— —— ——-- 15'-0" SETBAGIG � — —1 --- - -- - - - O 1 � in L—t— ��OSED DECIDUOUS 1 EXISTING TREE TO REMAIN N I 1 EXISTING DRY 0 I 0 1 , PROPOSED EVER6REEN/DEGID. fi + SHRUBS I' EXI9TIN6 SEPfIG TANK i D 1 r 1 , EX.&ARAbE EX. UPPER 1 1 I F.FEL.EL.+IOb DECK 1 ' 1 PROPOSED MISG. l OVER 1 6ROUNDGOVER LONER D ;a'CAL. 4 1 DECK I X. STEPPING LOGJ''r I 5CO q 1 I ❑ 1 STONES TO BE S 1 ❑ 1 REMOVED — EX. AND PROPOSED FENCE LINE D I t a:usr R V`Z� st C? o` EX. 2ND 2 STORY FRAME 1 1 Z ❑ 1 � 1' S • '° `\ //� RESIDENCE CANT. rn 'k ;i1 I O F.F.EL. EL.+12.4 OVER. \ 101'CAL. r 1 Ex.tovtw DECK \ LOC"rr X. DOUBLE GATE. ONE 1 PORTION OF GATE TO BE , 038276 1q� 0, D \ FIXED AND GATE TO HAVE 4�F NE�� 0 SELF CLOSIN6/5ELF ; • ` I I PROPOSED 55 GAL. ❑ \ v LATCHING HARDWARE. 4 I D 0i ❑ \ I ,, FLOW WELL W/I NLET I I � ❑❑ \ $'1 PROPOSED POOL II 1 EQUIPMENT o I ❑ \ 1 1 I 11 I PROPOSED \ 1 Michael 5udano, Arahtteat P.G. a 11 ❑ WOOD 5TAIRS�, 1 90 5enlx Ave, gr ` � ¢ . C ` Center Moriches, NY 11934 ❑ c EX. HO5E 515 TO (631)8'14-0568 n` J ❑ EX. BE RELOCATED �OAK 1 �— BUTTAFUOGO RESIDENCE PROPOSED I 1165 KIMBERLY DR. STAIRS, TYP. \ SOUTNOLD, NY 1PROPOSE \b 1 '1 PAVER WALK �� • � � = fl \ \ � \ ��� PROPOSED �. . _, __•..,__ CONCRETE ACCESS \` N pec 70, Block 13, Lot 20.7 STONE WALL TOB w._- w; STAIRS W/PAVER \ REPLACED , -_,._1. .... _ -_ G C@ e'xe,' \r,\ N cs '1 i�. " I1 I I •.i__ -1 ❑ \ d I PLEASE NOTE: t W/NATURAL PROP ❑ LANDING. DETAILS ONfi Q N ii,1 .. r`-1 ib' PROPo4ED POOL sPA PAGE 5-X \ No 1 6` 1 PROPOSED BOULDERS _ �, I:y p'R'j i; \ � N 11� Information for landscape site plan SHED �-� m I:, a-. u ,❑ \ O r 1 was gathered by survey (AJC Land LOCATION �: _I e__-._ _-• ;_ \ '� �C� Surveying, cast dated 05-14-19) and architectural plans (TBD, last dated IS'-0"5ETSAr 1 i i \ 0-00-00) to be used for illustrative Ill: - - ——— — - - - ---- - - -- ---- — u - - - n - - - - - - - -- -- -- --- - -- - - - - ---- - - -- \ -- IJ'-0"sETBAGK1 purposes only and as such any \ - -- -- ---- ----------- -- -_„1- - --- _ information presented is the 1 \\ consent. intellectual property of gthout groupllc written and not to be used without written a J \ 3 1 \ NOT FOR CONSTRUCTION in \ 3 554%822'20"N -- Scale 1/16 -1 -m EX. EX. LEX. EX. PROPOSED 4'-O" HT. POOL ROPOSED 16' X46 XISTING CONCRETE WALL EXISTING WOOD E3ULKHEAI7 354.32' POOL W/ 8'x8' RAISED ASSEMBLY TO BE REMOVED PROPOSED TO BE MODIFIED BY Date O1/m3/22 ELEC. GAS WELL SHED TO BE ENCLOSURE FENCING WITH 4'-0" SPA AND SUN LEDGE. SEE PER PROPOSED DESIGN, TYP. ADDING I TIMBER ADDITIONAL Revisions METER METER RELOCATED WIDE GATE AS PER NYS POOL DETAILS ON PAGE 5-6 ON TOP To MEET 4'-0" HT. TO -41-0-"HT. PRO OSED 1=ENOE ATOP CODE. SEE page 5-4 FOR PROVIDE POOL ENCLOSURE AS EX. girONE LL MORE INFORMATION TYP. PROPOSED PERGOLA ROPOSED POOL DECK. SEE PER NYS POOL CODE, TYR SITE PLAN ATOP PROPOSED POOL SHEET 5-4 FOR MORE INFO. 1 SITE PLAN PROPOSED OUTDOOR KITCHEN DECK, SEE DETAILS ON SOIL BORING B-I TEST LOCATION 5-1 O a-011161-011 5,21-Oft461-011 ATOP PROPOSED DECK, SEE PAGE 5-5 DETAILS ON PAGE 5-4 PROPOSED POOL COVER VAULT x x x x x —x —x —x x —x + 0 ti cd 0 (E L.+10.'1) 1 Cz 0 a CZ W C' 1 Ii coco 0 - --------------- o - - --- - - - -- -\---- - - --------- --- - -- - - - -- --- -- -- -- ------ -------- ---- --- -- - -------- - - - -E]— ——— — — —— -- - — ———--- --- --- —————— ———— ——— — ——— —— ———————— ———— — 0 F-1 F-1 V 0 0 Ci 11 D co 11 0 0 Ci 11 0 CY) 161, CAL. EXISTIN(� LEACHING LOCUST POOL, TTI ❑ (EL.+ .5) 11" CAL. LOCUST 1 1 I EX. I , D CEL.+12.0 ❑ I LF Id\ L.+10.0) EX. I10 E 5T LA V/ 11" CAL. LOCUST EX. 12.01 /I \ PROPOSED 55 CAL. 101, FLOW WELL N/INLET > 1 '- ___ O PROPOSED DECK Z: O 'I ' CHANNEL DRAIN, I O j•�.I i TYP. II I i1 EXISTING DRYINELL 0 TO BE REMOVED D i i z z TYP. PROPOSED PVC, I I tu CATCH BA51N 0 II 0— 12.01 15T.FL. I j .'FL W"', N��' teaI A + 221, CAL. DE GEN. ,.,..I NHITE OAK 4-PVC,SDR Ib E-L.+65 z OR 55 PIPE --�� ❑❑ \\ _ (� 6-FVC,SDR 15 L.+65 6"PVC,SDR IS 1-1611, EL.+ -7.0 OR 35 PIPE OR 55 FIFE--- EL.+ (EL.+7.0) &--1 I -- - ---)N I 110, 3: 411 PVC,SDR Ib 10'-011 OR 55 PIPE + PROPOSED SILT FENCE MIN, CONSTRUCTIO ------- LU El F] NEW DN FIL A EL.+4.65 EL.+0.65 N I-hi�kN 0?,55 ——- ---------- —— — ————— —— — — —— — —— ——— ———- -- -- — - - - - --- — — —— ——--- —- - - ---- - - - - - - - - -- -- - ----— ———— — — — — — — — — —— —— — ———— ———— —— — ——— 15'-0" 5ET15ACf< E —.+1-EC-+6' � Iul ———— —————— ——— — —— ——✓—————— —— —— —————— —— — — —— PROPOSED 10' DIA. x &' �EEP EL.+TO DRYUJELL03. SEE DETAIL 3/' (ELA6.2 D qC • TYP. PROPOSED PVC CATCHCo 5A5 1 4%. I j \ * 0 0 ------ - ----- ------ ------ ------- -- -- -------- ------- ---- -----\j- ------- --------------- ------ (EL.+6.5) 036276 EX. ELEC. EX. &A X. X15TIN6 SHED TO BE REMOVED OF N EW y METER METER WELL INLET FIFE PITCHED FOR PROPER FLOW DRAINAGE FLAN (SIZE VARIES) 5-2 0 51-01, 101-011 :201-011 501-011 FINISHED GRADE Michael Suclano, Architect F.C. I I I lot-oil c1O 5enix Ave, 7111 TOPSOIL OR APPROPRIATE Center Moriches, NY 11934MEDIUM BACKFILL (651)6*74-0568 CONCRETE SLAB COVER BUTTAFUC)CO RESIDENCE e?" TRAFFIC, BEARING 1165 KIMBERLY DR., KEY OF GRAPHIC SYMBOLS NEW PR"rNELL DRAINAGE CALCULATION SOUTHOLD, NY PRECAST CONCRETE DRY;NELL5 STACKED Sec 70/ Block 13, Lot 20.7 IN RING HEIGHT (\/ARIES 1-29 1 :7-- : � - �- , * .==F AVERAGE STORM WATER PROPOSED LONG ISLAND BOULDER AREA DRAINAGE CAL. ........................... PLEASENOTE: RAINFALL TOTAL FILTER FABRIC., PROPOSED STEPPING STONE PAVERS BACKFILL WITH SAND > Information for landscape site plan 1,465.5 5/a:2 1465.5 50.17T. X 0.16'7' X I as gathered by survey (AJC Land POOL DECK 244.1 CU.FT. w Surveying, lost dated 05-14-19) and I I FL S0.FT. (0.16"71) (100%) PROPOSED RISER OF STEPS 2 architectural plans (TBD, lost dated BANKRUN TO BE PRESENT OR 0-00-00) to be used for illustrative "756 50.FT. X O.I(5TX I CHANNEL DUG CANDLE WICK TO purposes only and 05 such any POOL 125 OU.FT. information presented is the EXISTING VEGETATION FT. (100%) REACH SAND IF NOT PRESENT i intellectual property of qdesigngroupllc TO REMAIN and not to be used without written consent. 55 ea. 55 50.FT. X O.I(57' X I IF NATER 15 PRESENT DRY WELL ------ POOL WALK 5.61 OU.FT. EX. AND PROPOSED FENCE LINE FT. (0.16,71) (100%) TO BE LOCATED 2' MIN. ABOVE NOT FOR CONSTRUCTION GROUND NATER CELLAR Scale I =10, II ACCESS 01550. 5/6:2 CID SG.FT. X 0.167' X 1 &.5 CU.FT. NATIVE SOIL UNDISTURBED FT. (0.167) (100%) Date 0 /03/2022 STAIRS ''J NOTE: Revisions TOTAL: 5cO WFT. BANK. TC RUN (SAND) NEEDS TO BE _J DRAINAGE PRESENT WITHIN EXCAVATION PLAN THEREFORE USE DRYNELL OR A COLUMN MUST BE DUG 10' DRYNELL = 68-42 CU.FTJ LN.FT. (2) 10' DIA. X 5' DEEP UNTIL SAND 15 FOUND. 315 CUPTY66.42 OU.FT. 5.8 LNY-T W/TRAFFIC IBEARING COVER. AVAILABLE STORAGE 410.5 CUPT. T*"rf=. DR"iirYNELL DETAIL 5-2 Sr-,ALE: N.T.S. 5 - 2 PRELIMINARY PLANT LIST PRELIMINARY PLANT LIST KEY OF GRAPH I G 5YMBOL5 PLANTING NOTE5: • NOTIFY LANDSCAPE DESIGNER OF ANY DISCREPANCIES BETWEEN PLANT LIST 5'T-M. QTY SIZE BOTANICAL NAME COMMON NAME SYM QTY SIZE BOTANICAL N,4ME COMMON N,4ME AND/OR BETWEEN PLAN AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF M a PROPOSED LONG 15LAND WORK ® 2 10_12' Lagerstroemia CRAPE MYRTLE ® 19 3 GAL. Solidago sempervirens GOLDENROD 'Golden Fleece'. BOULDER NOTIFY LANDSCAPE DESIGNER OF ANY SUBSTITUTIONS RECOMMENDED DUE TO 4 8-10' Crytomeria CfRYPTOMERIA18 24-30" Microbiota decussata SIBERIAN CYPRESS 00 PROPOSED STEPPING ANY EXISITNG CONDITIONS OR AVAILABILITY OF MATERIAL. NOTIFY o� LANDSCAPE DESIGNER WHEN MATERIAL IS ONSITE FOR QUALITY INSPECTION. a kO 4 �-8' ra d i ca us �� STONE PAVERS a on ro 5 8'-10' Picea g lauca COLORADO BLUE ��'": DESIGNER AND/OR PROPERTY OWNER HAVE THE ABILITY TO REJECT ANY M •5 0%. 1-1 3 GAL. Rosa virginaino WILD ROSE PROPOSED RISER OP STEPS MATERIAL THAT IS UNSATISFACTORY. k _ SPRUCE g ,8 „ • NOTIFY LANDSCAPE DESIGNER WHEN PLANT MATERIAL IS PLACED SO THAT (� 018 30 _3� Osmanthus O5M,4NTHUS 92 1 GAL. Actrosaphylos uva-ursi BEARBERRY EXISTING VEGETATION Q-1 TO REMAIN THE DESIGNER MY BE PRESENT TO APPROVED LAYOUT AND SPACING. ALL c' LOCATIONS OF PLANT MATERIAL TO BE APPROVED BY DESIGNER PRIOR TO 030-36" Gephalctaxus PLUM YEW S` 53 5 GAL Panicum vireatum SWITCNGRASS 'Cape Breeze' EX. AND PROPOSED PENCE LINE PLANTING. X • ALL TREES OVER 3.5" GAL OR 6' IN HEIGHT ARE TO RECEIVE STAKES WITH ��hre 12 5 GAL.. 5pirea japonica SPIRE/4 -f8 2 GAL. 5chizachyrium scoparlum LITTLE BLUESTEM The Blues PROPOSED EVERGREEN TREE GABLES AND GUY WIRES SUFFICIENT TO ENSURE PROPER ANCHORING. 3 30-3 �� 8uxu5 WINTERGREEN X� PROPOSED DECIDUOUS TREE • PLANTING MIX TO BE PREPARED OF 5 PARTS SCREENED TOPSOIL I PART ) 6,..Y 3 30-3��" BOXWOOD PEAT MOSS AND I LB STARTER FERTILIZER 5-10-5 PER CU. YD. OF MIX. 1 GAL. MISC. PERENNIALS/ORNAMENTAL UNLESS OTHERWISE SPECIFIED ALL PLANTING BEDS TO BE PLANTED SHALL BE 2 GAL T.B.D. GRASSESr' 12A DEEP OF SUCH AMENDEMENET5 FOR EACH TREE, 6A DEEP FOR EACH EXISTING TREE TO REMAIN N ) SHRUB AND PERENNIAL. o i PROPOSED EVERGREEN/DEGID. • ALL PLANTING BEDS TO BE TOP DRESSED WITH A PH NEUTRAL SHREDDED N �-' SHRUBS co BARK MULCH AT 2A MIN DEPTH. to PROPOSED MISC. GROUNDGOVER/ • ALL UTILITIES ARE TO BE LOCATED AND PROTECTED. ° 1 ORNAMENTAL GRASS N CC�,-9i 1 1 (28) 2 GSL LITTLE SLUE STEM a co 1 1 K. -x —x —. • (15) 1 SAL. BEARBERRY -t/:}!v .Y.., '`��:`, `h.v,jt'./ '.C. ,:�,. ,.Y,;,�.n . .•�'%��,¢:4tt;:,>y,� r.',y'L:x .:epi; :`ya, • —_�—_ . —_ _ v4;{:.-H^t;j�i,.,`, -:f ,, ., �v"',fc' ',x"K•' I ' ;j'yL�,?d' °!- ?'. " V I I l—iN C (5) 24-30 BEfR PRESS '-0' (14) 5 CSL SYNITGHGR55 J. 1 yrs (-7) 5 GSL ROSE — —— ——— ———— 11 coa ---- - - - ---- - - ---- - -- - --- -- -- -- - --- ---- - - ---- - •�'•�° TN'k I f V a }r Yi "tai' fJ vi^ , ; :; 20 0 ( ) 1 i - 2 GAEL LITTLE BLUE STEM . tu (5) 24-30" SIBERIAN C)'PRESS 1 (5) 5 GSL ROSE--' VY Kx.4„s ;n (35) 1 &AL. BEARBERR`0' `;.^;'w r��:%.' 1 ::?':..✓,r:'-t.^�`,'�;,+4 ,r,x;,,i�'.yr,yti"...j2y.•;;;,�.;,.' .'y;�;. .;�r`""< ., PROPOSED NO fX ;. 1 .... r TURF BUFFER ��;�:. �� "`^.' r (14) 5 G�4L SWITGH&RASS i fie,y y AVERAG I NCS 20' ,fv, ® .1 p OF WIDTHJu .r,Y: ' K r;Y;.•'.•r.'�'t,<7,✓w,.;: r. . ,,, .1... E (3) 3 SAL GOLDENROD 3: JST • J °�"'•, II” GAL. UST 1 ..X'r �� .✓„ � y`�" `' " � lel v 1 ✓ o 'y\i,C�r 1 ,"�"` .. :'W::. \\``�/ .X \ � � ��`� � !!1777--- • 1 Iq GAL. `S t, . 1 ;';\`\\ II LOCUST kAf ul / col (I) 30-3 BOXUJOOD it (5) 3 SAL �-- 1 D (2) 24-3 BOXUJOOD GOLDENROD o;/ O — 1 (12) 5 SALD = 1 I I ❑ SW 170HSRASS mm o (3) 5 GSL. ❑ u-I 01 ('7) 30-36 SPIREA D � ; ❑ \\ Eo / 1 OSMANTHUS PROPOSED l I ❑ k " S 18ER1AN 1 (3) 5 GSL. SPIREA POOL II o ❑ C`('PRESS 1 EOU I PMENT D 1 i ❑ M.,s. .F oir 3 30-36" OSMANTS I I ❑ ® °v 1 ( ) �4UWK 15r.�. `,I I I ❑ �' �- v ❑ \\ � „��,:.w ,/K��•;:� ":`� ROSE �9T� 036276 ypQ` 1 ❑ NES EX. 3 \ 22" GAL. > x y .,a-..;,.GEN. }.v'. -, O ��� WK WHITE OA ? s., DE 1 ' te \ (1) 50-56 BOX11100D .>. PROP 1 °"" $ "� �' O; O•, O', (2) 24-30" BOXWOOD I \ °4•:: Michael 5udano , Architect F.C.SHED LOCA (2) 1012 q0 5enix Ave,O (1 I I' !. ...r.GRAPE 1"I�'RTLE ii o (2) 24-30" BOXWOOD \\ O Genter Moriches, NY I1a34 1 n \ .. �7� (631)8'14-0568 GOLDENROD p ; BU 1(G5 KIMBERLY IDR NCE OSMANT�(US OSI I�NT�—IUS ( - I I \ O �"s SOUTI-TOLD, NY L - - 1 v,. C pha Iota xus j r �/ II Z y. :r5�5, ( II - ==--m= ....____ . \\ RBER -1 24-8011 G ,I 8E,4 RY ( ) 4.. ec 70 Block 13 Lot 20.7 °t r Cepha Iota xus - __ - ` Yx,;. III u !; ❑ �\ (30) 2 GSL. ' .: ; SIBERIAN , p '` CYPRESS PLEASE NOTE: LITTLE BLUE STEM r . � Information for landscape site plan I I wasgathered by survey (AJC Land (I) 1'J BOXWOOD \ � :amu ` Surveying, last dated 05-I ) 4-19 and yIII ( ) " BOXWOOD architectural pians (TBD, last dated .; <. 0-00-00) to be used for illustrative —_—_ —__ — _ — _ — r S' �� purposes only and as such any — ------ ---- --- - - - ------ -- --- - -- - - -- - –O SETBACK :> . ,! 1 +A ��, +� ,,• — —\\—— — — ——— — —— ——— —— —— — _ __ _ _ information presented is the y' \ — — intellectual property of esi n rou lic (3) 5 SAL, to be used without written P pe Y 9 9 P \ (2�) I GSL. ,gin, � $ G � �'�•°:rs. and not SPIRE consent. \ BEA�RBERR "''' Y NOT FOR CONSTRUCTION Scale 1"=10'-m' n k > c x Date 02/14/2 J \ ,r�'.,n^ 'hr.��;.�i\,� vC'�r ,i. �' �,�xfi k- �X'v�+5�®/'f\ 1 \ r' � 5 4y ;G`y} 10/21/22 == — _ _ =_ --+-- __ —_ Revisions NON TURF BUFFER (I5) 5 677 AL. LANDSCAPE PLAN DRAINAGE PLAN (5) 5-10' COLORADO BLUE SPRUCE (5) 30-56" OSMANTNUS (2) -7-8' CRYPTOMERIA EXISTING LEYLAND GYPRES5 SWITGHGRASS 5-20 5'-0" io'-o" 20'-011 30'-0" (6) I-V COLORADO BLUE SPRUCE (3) 5-10' CRYPTOMERIA TO REMAIN . -- (2) -7-8' CR�i'PTOMERIA (5) 3 GSL. ROSE (1) 5-10' CRYPTOMERIA IB 5-4 2"x2" PURLINS ® 16" O.G., TYP. 5.5. BUILT IN GRILL BY LYNX (OR APPROVED a O EQUAL) 2 1/2"x7 3/16" RAFTERS SPACED ®I6"O.0., P. 4'-4" il'-6" 14" DIA P.G. PIER FOOTING MIN. 5'-0" BELOW IE n GRADE TO BEAR ON VIRGIN SOIL, TYP. @ 10 5-4 - b II ALUMINUM REINFORCED CARRY BEAM d) II ;; 5"X11-15/16"MAX SPAN 20'-0", TAILS TO BE - ro M ` ---_ = SELECTED BY OWNER (TYP) o �t 01 __--_ 8'I DIA. PERMAGAST COLUMNS BY "HB$G" W/ M - 111 THREADED ROD SECURED TO FOOTING BELOW - 0 m I II; m I'i Ilj WITH TOP MOUNTING PLATE AND TO MATCH HOUSE 4 COLUMNS IN ALL RESPECTS N.I.F.), TYP. - 24" SINK18m M r 42m GRILL" THREEa IS"THREE 111 DRAWER CABINET DRAWER I lil _ _ _ 8" DIA. PERMAGAST COLUMNS BY "HBG" W/ GA INET O ---_. __-�---- .._._' .. .-__ - --�----�'---- '---_ .il ED CARRY BEAM THREADED ROD SECURED TO FOOTING BELOW WITH REINFORCED EINFORC = TOP MOUNTING PLATE AND TO MATCH HOUSE 10'- O" 5"x11-15/16"MAX SPAN 20'-O", TAILS TO BE O VJ -11 COLUMNS IN ALL RESPECTS N.I.F.), TYP. I ' SELECTED BY OWNER (TYP) t- 1�I OUTDOOR 5.5. REFRIGERATOR BY '"- I -=-1�1 -- - -- --- LYNX (OR APPROVED EQUAL) �l II! j II; 2A ELEVATION 211x2" PURLINS ® 16" O.G. (NOT 5HOWN) lei3 O IQ O 3 O {, L_ 1_ N f - j -----I'' I_ II 1_ 11 I_ " SCALE: ` -I O O �yJ o U 111 O III -- •'. ___ •`.1 ^� ..•I I ' � '• _.-. , ` 'il ..._ , � •' __ 0 Ii 0- I PREMIUM PERGOLA SYSTEM BY INTEXII RAFTER _ I. --.•:. I . •.• TAILS TO BE SELECTED BY OWNER, TYP.II o - 1!: WINE �9 O i. J. i. i• COOL 11 11 11 II Ill11 -- - I, ,. I 2 1/2"x7 3/16 RAFTERS SPACED ®I6 O.G., TYP. 24 24 INK 24" SLIDE � m a B. SEGTION/ELEVATION 14"THREE GARBAGE Ijj II. GA INET DRANER GA INET CABINET Ij PERGOLA COLUMNS TO BE POSTED TO NEW 14" DIA. II' P.G. PIER FOOTING BELOW, TYP. CARRYING BEAM MOUNT ---- --- -- -- - ---- BETYP. PL Ij; - Ij1 AM, ATE, TYP. 10--in l I II OUTDOOR 5.5. 24" BEAU. OUTDOOR 5.5. 15" WINE COOLER BY LYNX REFRIGERATOR BY LYNX (OR APPROVED EQUAL) II; (OR APPROVED EQUAL) ^i� n1n r., . 2G ELEVATION : SCALE -I O 11. 1_ " U 1 COLUMN GAP COVER, TYP. — —�`I'h— — __---- n COLUMN GAP 2 KITCHEN ELEVATIONS PLATE, TYP. S-4 AS NOTED 'I ' J u }•N LROUND COLUMN, TYP. - 1 J"x I J" HORIZONTAL A. PLAN =Kv RAIL, TYP. Fa 5"X5" FENCE P05T 514 PERGO DR WINGS SCALE: 4"=I'-O IBEAM MOUNT PLATE (0.125 WALL), TYP. COVERS, TYP. _ I"XI" PICKETS (0.0.62 WALL), TYP. !— m cA SELF GLOSiNG HINGE, � (� G. DETAILS TYP. �1 P05T STABILIZATION PER MANUFACTURERS tu i- RECOMMENDATIONS O A V � q) U_ so 3 FENCE DETAIL 2 - 3" THICK LAYER OF MU Ie FINISHED CxRADE. MODIFIED SOIL. DEPTH P�'� GO FO VARIES. QG� I , (SEE SPECIFICATIONS - 0 FOR SOIL MODIFICATION). ROOT CROWN TO BE _tILC; �_ 7t AT FINISH GRADE OR j 1�, ix' I )=X1rJTING SOIL. �'9T 0362'1 I-2"ABOVE GRADE i 11 SECTION - �,F - OF NEW 2 SETTLED FINISH GRADE LAYER OF MULCH VIEW f r" ,/�- 1 r . ;J TILLED OR \ ti BROKEN UP SOIL MIN 1211 DEEP �. Zx WIDTH OF �P Michael 5udano, Architect P.G. ROOTSALL CxROUNDCOVER PLANTS TO BE = a0 5enix Ave, NOTES: EVERGREEN TREE PLANTING TRIANGULARLY SPACED. `t Center Moriches, NY 11954 I. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE ,• .r (651)674-os68 AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). MULCH. BUTTAFUOCO RESIDENCE PLANT ACCORDING TO ANSI A500 PART 6. 1165 KIMBERLY DR., 2. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL ;.' SOUTHOLD, NY FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, TYPICAL SHRUB PLANTING, INDIVIDUAL PLANTING HOLE5N DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE PAVEMENT. ' ',> HOLE DEEPER THAN ROOT BALL DEPTH. r ec 70, Block 13, Lot 20.7 3. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE I. DIG PLANTING HOLE AT LEAST 2X THE WIDTH OF THE ROOT WHEN PLANTING IN CLAY SOILS (MORE THAN 1596 CLAY). BALL OR CONTAINER. � PLEASE NOTE: 4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING 2. SCARIFY SUBGRADE AND SIDES OF PLANTING HOLE WHEN Information for landscape site plan THE TREE TRUNK AND DO NOT USE TREE TRUNK A5 A LEVER. PLANTING IN CLAY SOIL. was gathered by survey (AJC Land 5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE 5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL E surveying, last dated 05-14-19) and WIDE NYLON WIDE NYLON YBBIN6 SURFACE, OR 1-2" ABOVE IF THE SOIL IS NOTES: f° architectural plans (TBD, last dated WEBSINc, OR SLIGHTLY HIGHER IF THE SOIL 15 PRONE TO 5ETTLING. 0-00-00) to be used for illustrative 4. PRONE TO SETTLING. I- SEE PLANTING LEGEND FOR GROUNDGOVER SPECIES, SIZE, purposes only and as such an 6. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND y ROOT CROWN AT ROOT GROWN AT 5. IF CONTAINER GROWN PLANT, GENTLY SLIDE PLANT OUT OF AND SPACING DIMENSION. information presented is the FINISH GRADE, FINISH SRADE, STRAPS FROM AT LEAST THE UPPER 1/5 OF THE ROOTBALL. CONTAINER. DISTURB THE ROOTS. II intellectual property of cioesigngrouplic OR 1-2" a OR 1-2"� 7. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR 6. IF BT B PLANT, REMOVE BURLAP FROM AT LEAST THE TOP 12 2- SMALL ROOTS a/ OR LESS) THAT GROW AROUND, UP, OR and not to be used without written GRABROKEN UP. DO NOT ADD AMENDMENTS TO THE BACKFILL SOIL. DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A consent. W INCHES OF THE ROOTBALL, WITHOUT DISTURBING THE NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE 2"x2"WOOD STAKE AT w►- 2"x2"WOOD STAKE ; AMEND THE SURFACE WITH MULCH. ROOTBALL. REMOVE ALL CORD ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE NOT FOR CONSTRUCTION AT W 8. USE THREE 2" X 2" WOOD STAKES DRIVEN INTO UNDISTURBED OR BELOW GRADE—,,,,, OR BELOW GRADE = 2"SETTLED LAYER OF 7. FROM THE TRUNK. REMOVE BURLAP AND WIRE BASKET (IF TIME OF PLANTING. ROOTS ON THE PERIPERHY CAN BE MULc1� 501L A MINIMUM OF 16 INCHES. 5PAGE STAKES EQUALLY AROUND REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL Scale 1"=16'-m" f ; - 2"SETTLED LAYER - -.' THE TREE. PRESENT) FROM THE ROOT BALL. SHAVING CONTAINER DETAIL). or MULCH .% `\ '' 5. BACK FILL THE PLANTING HOLE WITH EXCAVATED NATIVE Date sa6/16/21 TILLED OR BROKEN UP q. ATTACH 5/4 NYLON WEBBING TO CONNECT THE TREE TO STAKES. BROKEN UP OR TILLED. WATER TO REMOVE AIR 5- SETTLE 501L AROUND ROOT BALL OF EACH I i�---= ----� I ' '.. SOIL MIN 12"DEEP' SOIL, Ji"r - TILLED OR BROKEN UP FINISH GRADE �- I ATTACH WEBBING AT i/5 THE TREE HEIGHT. POCKETS. DO NOT ADD AMENDMENTS. GROUNDGOVER PRIOR TO MULCHING. Revisions r %� SOIL MIN 12"DEEP "__ ----;_I ; (0. APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH FINISH GRADE `� �_%_ ,..,,.,-�,-,;✓, TO THE PLANTING SURFACE. LEAVE A 2" 5PAGE AROUND THE q• PLACE PINE STRAW OR BARK MULCH ON THE SURFACE TO A 2x WIDTH or ROOTBALL TRUNK FOR AIR CIRCULATION. (SETTLED) DEPTH OF I TO 3 INCHES. DETAILS E3� 2X WIDTH OF ROOTBALL 1I. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY AND SHALL BE IN ACCORDANCE WITH ANSI A500 SPEC IFICATIONS. 4 TYP. EVERGREEN PLANTING 4 TYP. EVERGREEN PLANTING 12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO 5 TYP. SHRUB PLANTING: INDIVIDUAL PLANTING HOLE 6 TYP. PERENNIAL PLANTING 5 - 4s-4 SCALE:N.T.5. S-4 SCALE:N.T.S. WRAPS SHALL BE PLACED ON TRUNK. S-4 5-4 SCALE:N.T.5. SCALE: N.T.S. ns 36" HIGH RAILING 4 GUARDRAIL W/ SPINDLES EL.+12. EX. COLUMN TO a 4" MAX. SPACE BETWEEN, TYP. REMAIN, TYP. -7-011 12'-O" GOMP051TE I I COMPOSITE General Attachment of Ledger Board to Band Joist or Rim Board + o 0 .0S P5 TO GRADE STEPS TO 6RADE � M a 1/,1 I Al 1/�N I/II II III-Oil I'-011 ' TO CODE, ' o •V 'V •V V v Z/ •Y TO CODE. SEE �• removo siding at ledger FLASHING SHALL BE INSTALLED AT WALL AND EXISTING HOUSE (V.I.F) - - - - DETAIL X SEE exterior sheathing prior to installation ROOF INTERSECTIONS;WHERE EVER THERE 15 A CHANGE IN ROOF SLOPE OR DIRECTION;AND existing stud wall threshold carefilly flashed and AROUND ALL ROOF OPENINGS. FLASHING SHALL " I O � m'boy - i caulked to p*event water intrusion BE CORROSION RESISTANT (MINIMUM 26 GAUGE) °A ) DECK CHANNEL DRAIN, l EL.+3.8 ex sting 2x band joist TYP. EL.+8.5 i d d- - or 1"rrinimurn continuous flashing ALL EXPOSED FASCIAS 4 TRIM TO MATCH EXISTING 8 i r EWP rim board with drip edge ALL VALLEYS,CHIMNEYS,SKYLIGHTS,EAVES ANDt M '5 P.G. CELLAR ACCESS i m _ r' STAIRS W/i'AVER LANDING. I _�-deck joist RAKES TO RELIEVE "STORMWARD" LEAK BARRIER EX. GEN. ITTT 2"min. , _ BY "GAF"OR APPROVED EQUAL. AT ALL EVE5 t O DETAILS ON PAGE 5-X - 1-518"min. I RAKES. EXTEND UNDERI_AYMENT 24" PAST THE IN51DE _ i 5"max. THE EXTERIOR WALL LINE OF THE BUILDING. Cl) N IPE WOOD DECK. SEE �0 = `- 2"min. - 112"diameter lag O POOL COVER VAULT DETAIL � 2x floor joist, screws or BLUESTONE 41_011 ASSEMBLY. COORDINATE COPPING, TYP. W/ MANUFACTURE'S SPECS BLUESTONE EL.+8.5 wood I-joist, through-bolts with �y COPPING, TYP. nrh.1PCWT 1 11 •. washers }•r 36-O a •� •• �Joist hanger I.JJ existing --*�- 121-01, 24'-0° foundation wall - 2x lecher board, must be greater - IPE WOOD 1X6 DECKING_ cV than or equal to the depth of they _ COMPOSITE STEPS TO deck joist and no greater than the GRADE TO GORE. SEE - depth of the band joistCIO r _ DETAIL X/5-5 01 m 3 LEDGER BOARD DETAIL C N CID N � 5-5 SCALE: 1/4"=1'-O" Installation: �ay.• N • Install Simpson Strong-Tie 0 Ire) O 505 wood screws with a hex head driver. 505 ® Floor sheathing + EL.+8.5 ® W diameter nailed at ti'max. o screws Install best with a low R311:7.SHandralIs. BENCH 5 HDG threaded on center to Joist o speed high torque drill. ® rod with nuts with holdown N Handrails shall be provided on not less than one I" I" g_5 A standard cut washer \® ® and washers o side of each continuous run of treads or flight (provided) must be Installed a-Continuous flashing N s - with four or more risers. o (per code),notshown M between the nut and the 1 g,g,W, o R312.I.IWhere required. DTT2Z seat. — 2 d Guards shall be located along open-sided Bolt holes shall be a minimum °° ° ° °° ' 16'X46' POOL walking surfaces, Including stairs, ramps and SX8' g ° SPA than the bolt diameter.larger /� ° o landings, that are located more than 30 inches ("i62 mm) measured vertically to the floor or grade below of any point within 36 inches (0114 mm) horizontally to the edge of the open side. DTT2Z Floorlolst Deck DTT2 TANNINS LEDGE Q Insect screening shall not be considered as a O O (Solid 2xllo joist or Joist PIPE WOOD 1X6 DECKING is guard. l r g) O - - r NOTE: Anchor iv STAIR 4 RAILING. (MAX. RISER HST 8-1/4" 4 MIN. Model No. CL Fasteners DTT2Z Installed as a Lateral Connector for a TREAD DEPTH SHALL BE 01") MIN. HEAD ROOM Dia. Deck-to-House Lateral Load Connection b1-811. HANDRAIL ON AT LEAST ONE 51DE OF = DTT2Z 13/16 112" 8-SDS'/a"x1'/z" For more information on this connection,and STAIRWAY. HANDRAIL HEIGHT NOT TO BE LF-55 installation instructions,see technical bulletin II " z 1.C>indicates connector is available in stainless steel. T-DECKLATLOAD(available at www.strongtie.Com). THAN 34 4 NOT MORE THAN 36 ABOVE STAIR W Replace Z In model number with 55 when ordering. TREAD NOSING. HANDRAIL SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" 4 NOT 2. Refer to T-GRDRLPST and T-DEGKLATLOAD for GREATER THAN 6-1/4" W/ A MAX CROSS additional Information. COMPOSITE 5TE-r5 SECTION OF 2-I/4". � DECK TENSION TIE U SCALE: N.T.S. D20 DTT2Z Deck Tension Tie TO GRADE TO CODE. SEE DETAIL X/5-5 o NEW GAZEBO. SEE 1/5-4 36" HIGH COMPOSITE RAILING W/ -4 d3 EL.+8.55 DETAILS FOR MORE INFO. SPINDLES ® 411 MAX. SPACE BETWEEN 2s (n ill T.O.NEW 6AZIBO 4'-411 121-011 EL.+'7.0 it BLUESTONE COPPING TYP. JU 241-011 t:L.+b.-r5 461-0" 4'-6" r IPE WOOD STEPS � IPE WOOD 1X8 TRIM O NEW DECK TO � 'i4-5 BOARD, TYP. CODE LATTICE TO MATCH EXISTING ONE, TYP. I DECK PLAN 6 ;1- (6R-'7", ST-12") � ....-� r TA.EX.DECK P/T WOOD 5/4"xb" DECKING, TYP. O t O IPE WOOD STEPS TD &RADE TO ..1.. CODE (3R-6", ST-12") '- 7'-10" TIE NEW FND. WALL INTO EXISTING —' DECK TENSION TIE BY W/ #5 BARS 12" LONG DRILLED 4 to SIMPSON "DTT2" TYP. OF B. I GROUTED W/ HIGH EPDXY RESIN. ® I I 0 O — — = SEE DETAIL 1211 D.G VERT. (TYP) EX.DECK ABOVE N.1.1=J - TA.NEW DECK I II N 1 N 2-6 Cl $ •J-0 d GD6068L- ❑ - EX.AVERAGE GRADE --AA EXISTING HOUSE L— — — Pfr 2Xf0 l 5-0-ARD P/T 2X12 LEDGER BOARD ;� (-- FOUNDATION WALL 4 �� � •I' FOOTING TO REMAIN (V.I.F) P/T 2x10 LEDGER BOARD dJ I ! d ----- i 5 EVATI COMPOSITE I"x6" DECKING __ EL ON P/T 2X10 LEDGER BOARD SECURED TO SECURED TO HOUSE W/ 1/2" DIA. „ PERGOLA COLUMNS TO BE POSTED TO NEW x 6" LONG GALV. LAG SCREWS I i :• : ' I -- - - -- - 2x8 P.T.D J.® 12"O.G. (TYP) HOUSE W/ I/2 DIA. x 6 LONG GALV. LAG 14" DIA. P.G. PIER FOOTING BELOW, TYP. 11 I SCREWS ® Ib O.G. STAGGERED (TYP) 5-4 FOR MORE INFORMATION ® I6 O.G. STAGGERED (TYP). I I I _ _' _. �_ �_ �.I, .`# I-- -- -- - H2.5Z ® EA JOIST (TYP) to SEE DETAIL 01/AI _ P/T (� 2X10 _ GALV. JOIST HANGERS ll..c..-.rte:.-s:.-. •.;�-..' -.. ... . ?+..•.,�-...�-.,.: �T.r;�.. .. ;-,.; t� - - - H2.5Z ® EA JOIST (TYP) EA. JOIST (TYP) SIMPSON STRONG-TIE COMMON 4-IN BMI .— 13�� XT � EXIST. EDGE OF DECK ABOVE, TYP. X 4-IN ZMAX WOOD TO CONCRETE „ P/T (2) 2X10 , 11 HOUSE (CAST IN PLACE) BASE 6-6 20-10 5 107 5IMPSON STRONG-TIE COMMON 4-IN X 4-IN MODEL #PB44Z ON 12" DIA P.G. PIER _ I 4" THICK P.G. SLAB "AVER LANDING i i I ZMAX WODD TO _� �� tD AC II'-6" FOOTING MIN. 3'-O" BELOW GRADE - P/C CONCRETE FLOOR DRAIN TO DRYWELL TO BEAR ON VIRGIN SOIL. (TYP.) % I CELLAR ENTRY STAIRS EXISTING DOOR TO BE REMOVED AND j I CONCRETE (CAST IN ,: - 1 II 1 II 1 11 I 11 I 11 11 'ANDERSEN" PLACE) BASE _ - , •�`•w• `/ "- 5 -O 8-O 51-011 (8R="1.05 , 6T=12 ) REPLACES W/DOORS BY ANDERSEN 1 0 (400 SERIES) MIN. DP30 RATING (TYP) U I Q MODEL #PB44Z ON 12 SIMPSON STRONG-TIE DIA P.G. PIER FOOTING I I it VALUE =.30 SHG=.31 I „ COMMON 4-IN X 4-IN ZMAX - - ---- - -- --- -- -- -- - - -- --- --- --- ---- -- -- - I POOL FOUNDATION WALL W/ i �- MIN. 3-O BELOW ® TYPICAL FOUND. CONSTRUCTION: I &RADE TO BEAR ON WOOD TO CONCRETE (CAST IN 51T ON (TYP) SEE /S-5 O I6"x8" DEEP POURED CONCRETE TO I I VIRGIN SOIL. (TYP) MODEL #PE344Z ONEI2BDIA I' • I V /T 27 2X10 P�T�2X10 . - P/T ( 10 P/T (2) 2X10 P/T 2 2X10 a5" POURED i i a POOL DRAWINGS EXISTING FOUNDATION WALL __ O PERGOLA P.G. PERGOLA P.G. � FOOTING REINFORCED W/ (3) #5 REBARS ! I P.G. PIER FOOTING MIN. 3'-011 v.: _: i - 0 6 Q� PIER, TYP. PIER, TYP. o �'' x CONT. IN FTG. (TO BE MIN. 3'-0" BELOW I BELOW &RADE TO BEAR ON '9 3627 M ® I 6RADE.) 4" THICK P.G. SLAB ® VIRGIN SOIL. (TYP) P.G. POOL WALL, TYP. T�OF 1�W yO n j I SEE POOL DRAWINGS ON N �� -----_.._._.____..-_-___? P/T 2 2XIo F STAIR PST 2 2X10 2X10 LEDGER BOARD P 2X10 LEDGER BOARD----- P 2X10 EDGER 5OARD ( I BOTTOM O T R PAGE 5-b �, - - - - - - - - - - - - - - - - - STRINGER, TYP. BM2 ® I 6 SECTION I P/T 2X10 LEDGER BOARD SECURED TO PIC, POOL WALL W/ 1/2" DIA. X b" LONG SIMPSON STRONG-TIE TITEN HD T Michael5udano Architect P.G. `�' CONCRETE ANCHORS a 16" O.G. 1 I QO 5enix Ave, I STAGGERED (TYP). SEE DETAIL 0f/AI ( I 81.5"whore a handrail Is Instal1cd on one side and 2T ad "'�'" Center Moriches, NY I Ig34 BM2 ( i I I where handrails pre provided on both aides, �'f (631)8-14-0568 P/T (2) 2X10 P/T (2) 2X10 P/T (2) 2X10 SIMP50N STRONG-TIE COMMON 4-IN X 4-IN r I I I :j - - - - ZMAX WOOD TO CONCRETE (CAST IN I I Handrailfieleht-34"-58"'from the I I BUTTAFUOGO RESIDENCE PLACE) BASE MODEL #PB44Z ON Ib" DIA I I NOTE- top of the nosing to the top of thi.� �, I I I ( 1165 KI i IBERLY DR., 1 P.G. PIER FOOTING MIN. 3'-0" BELOW GRADE j I OWNER RESPONSIBLE FOR ORDERING rall i 1 1 I I SOUTNOLD, NY SOIL TEST TO CHECK FOR SEARING / '( 1 TO BEAR ON VIRGIN SOIL. (TYP. ®6) I h It I - CAPACITY OF SOIL AND WATER TABLE Openings ohm not allow d I I 0 LEVEL• passage of a sphere I I J J , i ; ec 70, Block 13, Lot 20.7 I P/T(2) 2X10 I I CONTRACTOR TO RE-GRADE EXISTING 4 Inches or mope In I I I POOL COVER VAULT, COORDINATE dlametar I •L-�.._ PLEASE NOTE: W/ MANUFACTURE SPECS _ I I EARTH. PITCH AWAY FROM THE HOUSE. � BM2 I MAINTAIN MIN. b" CLEAR FROM BOTTOM All tree s must 08 G uol Riser I 1 q I ( Information for landscape site plan P/T (2) 2XIC> P/T (2) 2X10 /T (2) 2X10 SIMPSON STRONG-TIE COMMON I I �' OF NEW SIDING TO GRADE. Type 1>tendrells In depth and cannot bo loos ( I 1 was gathered by survey (AJC Land - - - - - - 4-IN X 4-IN ZMAX WOOD TO i I then 141/8"In depth or 9" Surveying, last dated 05-14-Iq) and IV— 7 CONCRETE (CAST IN PLACE) BASE I I CONTRACTOR TO VERIFY EXI5TING FIRS Horldralls with a •If•the rlser Is open I I 1 I architectural plans (TBD, last dated 1 MODEL #PB44Z ON 12" DIA P.G. I I FLOOR WINDOW HEADER SIZES. MIN. SIZE clrcularcross 6ectlon 1 I 0-00-00) to be used for illustrative PIER FOOTING MIN. 3'-0" BELOW TO BE (2)2x6 U.N.D. 1-1/4"Mlnlnwm purposes only and as such any I I Nosings nequlrcd on troods I information presented is the GRADE TO BEAR ON VIRGIN SOIL. diameter-2 I I I I o �---L NOTE: lees than 11"In depth 1 5tringcr in property of q�esigngroupllc CA (TYP) _ ____ Maximum diameter I and not to be used without written EXTG. WALLS TO BE REMOVED tip, P C8 consent. " I EXTG. WALLS TO REMAIN 2.1/4 Maximum �*� .•. PERGOLA P.G. A PERGOLA P.G. tJon c(rtular Handrail I I Open rlaers arc Qermitted, NOT FOR CONSTRUCTION PIER, TYP. PIER, TYP. ( NEW CONSTRUCTION All risers must be equal provided that the � _ _ _ _ - _ - - _ _ _ - _ _ _ - - _ _ _ (meter Mtn. In height and cannot opining „_ 11 Par k BM2 P/T 2X10 LEDGER BOARD P/T 2X10 LEDGEF'. BOARD P/T 2X10 LEDGER BOARD A o ! I O 6-1/4"Mox Riser between treads docs not Scale 1 -leo -0 _ _ � , ;'i ; �:, BEARING WALL � extccd 8-1/4 In height -- -- 6 I �_ r permit thr,passaec of a "----------------' r �' ? r G ND WALL (For Type 2-see NYS 515,2) 4 inch Date 03/15/21 E a d I o d ® i .•.. .• diameter sphere. 1. 0 � in -------------- ?�� II 6 I BMI ! � 1lIF Revisions ---- BMI-mI � ® X ® 1I (GontlnuouSy sheathed wood structural panel % "' ''--+ , - --• L (2) 2X10 P/_T (2) 2X_10_, P/T (2) 2X_10 _P/T (2)_2X10 P/T (2) 2X10 _ �+ P/T (2) 2XIo_ _P/T (2) 2X10 _ P/T (2) 2_X10 _P/T (2) _2X10 IP/T (2) 2X10 _ _ FASTENER b" EDGE 12" FIELD - - - --- - -- ----- -- - - - - ---- �'- -- ---- ----- - - - -- - ---- - -- --- - - - -- - - - -•-\�--- -- - - '1 STAIRS DETAIL NOTE: DECK DRAWINGS II 1 .1 1 .1 1 11 1 11 1 11 : :: : 11 1 11 I 11 1 11 11 5-5 1/411=1'-o" WOOD STAIR 4 RAILING. TO BE SELECTED BY OWNER (MAX. RISER HGT 8-1/4" 4 4'-I " 5-Q 5-Q '1-5 '7-O 'i-O '1-O '7-O 7-0 '1-O 4-7 3--1 MIN. TREAD DEPTH SHALL BE Q") MIN. HEAD ROOM b'-8". HANDRAIL ON AT �01 40`1LEAST ONE SIDE OF STAIRWAY. HANDRAIL HGHT NOT TO BE LESS THAN 34" 4 4" v 411 TH1GK P.G. SLAB ® BOTTOM '14'-5" NOT MORE THAN 36" ABOVE STAIR TREAD N051NS. HANDRAIL SMALL HAVE A OF STAIR STRINGER, TYP. OF STAIR STRINGER, TYP. PERIMETER DIMEN51ON OF AT LEAST 4" 4 NOT GREATER THAN 6-1/411 VV A MAX b CRO55 SECTION OF 2-1/411. 2 DECK FOUNDATION PLAN 5-5 GODS INFCIRMATION POOL GAPAG I TY EN7RAPMEN7 Pi''OTEGTI ON FOR SWIMMING POOL SUCTION OUTLETS 2020 Residential Code of NFIN YORK State (publication date: November 201cl) AG106.1 GENERAL. SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR M SIZE DEPTH VOLUME (GU. FT.) CAPACITY (GAL) SPA. SINGLE OUTLET SYSTEMS, SUCH AS AUTOMATIC VACUUM GLEANER SYSTEMS, OR OTHER SUCH MULTIPLE SUCTION 2020 Building Code of NEW YORK State (publication date: November 20111) OUTLETS WHETHER ISOLATED BY VALVES OR OTHERWISE SHALL BE PROTECTED AGAINST USER ENTRAPMENT. 2020 Plumbing Code of NEW YORK State (publication date: November 20111) POOL I6'-O"x46'-O" 3.8'-7.8' 2,353.6 24,800 2020 Mechanical Code of NEVr YORK State (publication date: November 20111) A6106.2 SUCTION FITTINGS. ALL POOL AND SPA SUCTION OUTLETS SHALL BE PROVIDED WITH A COVER THAT110,70 2020 Fuel Gas Code of NEW PORK State (publication date: November 20111) CONFORMS WITH ANSI/ASME A112.111.8M ORA 12AXI2A DRAIN GRATE OR LARGER, OR AN APPROVED CHANNEL DRAIN a c a 2020 Fire Code of NEW YORK State (publication date: November 201x) SYSTEM. EXCEPTION: SURFACE SKIMMERS 2020 Property Maintenance Code of NEW YORK State (publication date: November 201x) M 's 2020 Existing Building Code of NEW YORK State (publication date: November 20111 A6106.3 ATMOSPHERIC VACUUM RELIEF SYSTEM REQUIRED. ALL POOL AND SPA SINGLE OR MULTIPLE OUTLET 2020 Energy Conservation Construction Code of NEW YORK State (publication date: November 201x) CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS nN 2016 edition of the Energy 5to idard for Buildings Except Low-Rise Residential Buildings ("A5HRAE 110.1-2016") LOCATED THEREIN BECOME MISSING OR BROKEN. SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE O ICG A117.1-20011 Accessible And Useable Buildings And Facilities With The NY5 PROP05EDly Adopted Accessibility Sign e -2 I 2 6e APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN, A5 FOLLOWS: �-i2 BLUE STONE COPING I. SAFETY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.1411.1.7, OR DECK ASSEMBLY. SEE 2. AN APPROVED GRAVITY DRAINAGE SYSTEM O TABLE R301.2(I) _ DECK DRAWINGS ON 5-5 AG106.4 DUAL DRAIN SEPARATION. SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS SHALL BE PROVIDED WITH CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O O ! A MINIMUM OF TWO (2) SUCTION OUTLETS OF THE APPROVED TYPE. A MINIMUM HORIZONTAL OR VERTICAL WIND DESIGN SUBJECT TO DAMAGE FROM. ICE SHIELD 2)-#3 CONTINUOUS ® DISTANCE OF THREE (3) FEET SHALL SEPARATE SUCH OUTLETS. THESE SUCTION OUTLETS SHALL BE PIPED 50 THAT WIND UNDERLAY- LIMIT OF POOL BEAM WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF PROTECTED LINE TO THE PUMP OR a GROUND SPECIAL SEISMIC FR05T WINTER MODERATE AIR MEAN SPEED TOPOGRAPHICAL BORNE MENT FLOOD _ PUMPS. AG106.5 POOL GLEANER FILTERS. WHERE PROVIDED, VACUUM OR PRESSURE GLEANER FITTING(5) SHALL BE _ SNOW (MPH) EFFECTS WIND DEBRIS DESIGN LINE DESIGN REQUIRED HAZARDS HAVE FREEZING ANNUAL ,50OPSI CONCRETE LOCATED IN AN ACCESSIBLE P051TION(S) AT LEAST SIX (6) INCHES AND NOT GREATER THAN TWELVE (12) INCHED LOAD REGION REGION CATEGOR WEATHERING DEPTH TERMITE -EMP ACTION INDEX TEMP _� :: i I BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE 5KIMMER(5). N MODERATE ` Cf� 20 psf 140 NO NO NO B SEVERE 3 FEET TO HEAVY II YES NA NA 618 52.1 DEG. I ORM OR 5/8"ORM BY "STEELTEX", N ::-- PLYWOOD FENCE NOTES: N - n I' POOL FENCING SHALL COMPLY WITH SEG AG 105 OF THE NYS RESIDENTIAL BLDG. CODE. m 3 ®11 O.G. EACH ALL POOLS SHALL BE COMPLETELY ENCLOSED BY A FENCE AND ALL FENCE OPENINGS OR POINTS OF ENTRY u " L I I I I: WAY I - i INTO THE POOL AREA ENCLOSURE SHALL BE EQUIPPED WITH GATES. + 3,500P51 CONCRETE o POOL 6ATE5 SHALL SWING OUT AWAY FROM POOL. ALL GATES SHALL BE EQUIPPED WITH SELF-CLOSING AND 0 51-611 461-011 o SELF-LATCHING DEVICES PLACED AT THE TOP OF THE GATES AND ALL GATES SHALL BE LOCKED WHENEVER Ci - I I = I OMPAGT SUBGRADE ON i I I 1 =-_' I- PROVIDE THE POOL I5 UNATTENDED. POOL FENCE TO BE A 4'-0" HIGH N 1110 2 2 5-oilI OI O 311co O o • I ' - 1 ;L l i I ! ' -_: _' FORMWORK FOR I I ' -(=- - (_-_':; -.i: CONCRETE WALL GENERAL NOTES: a I . 30'-O" I' O" 8'-O" �_:- POUR _ i_ I l" I. THE DESIGN 15 BASED ON DRAINAGE 501L WITH LE55 THAN 10% SILT. GROUND WATER SHALL NOT EXIST WITHIN THE I_! LIMITS OF EXCAVATION. IF GROUND WATER EX15T5 WITHIN 6-0" BELOW GRADE, SPECIAL DEWATERING FACILITIES WILL I ------------------- --------------------- I I- I BE REQUIRED. I I I I i I - ------------------------ -- I = 2. NO SURCHARGE ALLOWED WITHIN 4'-O" OF SHALLOW END AND 6'-O" OF DEEP END. I f --------- - - ------------- ------ ------------ ----- --------------------- 3. THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BEA 1.4 MIX WITH A MAXIMUM OF 5.5 GALLONS OF WATER PER i I L--- ----------------------- I SACK OF CONCRETE. W W W OL BENCH I i I' - I I.- '- I I i 4. THE REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH THE MINIMUM LAP OF 30 BAR DIAMETER. 5. POOL WATER SUPPLIED BY OWNERS GARDEN H05E OR FILL SPOUT A5 REQUIRED TO KEEP DURING FREEZING WEATHER. N to In I i I f f PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HRS. I i i 8'X8' I i 6. FILL SPOUT TO BE I" GOOSENECK WITH A 12" AIR GAP BETWEEN SPOUT AND POOL WATER LINE. I I PROP. SPA i i c0 NOTE: I. WALL SHALL BEAR ON UNDISTURBED SOIL. EACH RESIDENTIAL SWIMMING POOL INSTALLED, CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14, 2006 i i Q i 0Q f I 2. ALL CONCRETE SHALL BE PLACED AS MONOLITHIC POUR. AND EACH COMMERCIAL 5WIMMING POOL INSTALLED, CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14, i � i Uai I1 2006 SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM WHICH: { a 16'X46' t�-� /� f i i 7 i z PROPOSED POOL ' I _ 0 4 FOOL L/E-�'1"�I L A. 15 CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND GIVING AND AUDIBLE ALARM WHEN IT DETECTS A CHILD ENTERING THE WATER 5C.ALE: 3/4"=I'-O" B. 15 AUDIBLE POOLSIDE AND AT ANOTHER LOCATION AT THE PREMISES WHERE THE 5WIMMIN6 POOL 15 LOCATED Q f I G. 15 INSTALLED, USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS tu fi ~ DUAL MAIN DRAINS I i I NOTES: D. 15 CLASSIFIED BY UNDERWRITERS LABORATORIES, INC. (OR OTHER APPROVED INDEPENDENT TESTING LABORATORIES) TO i f 1 Q- W/5TRAINER (VGB SAFETY i f TH15 15 TO CERTIFY THAT THE CONSTRUCTION OF A 5WIMMING POOL REFERENCE STANDARD ASTM P2208, ENTITLED STANDARD SPECIFICATION FOR POOL ALARMS, AS ADOPTED IN 2002 II ACT APPROVED DRAINS) I I ON THE SUBJECT SITE WILL AND REQUIRE SPECIAL DRAINAGE. AND EDITORIALLY CORRECTED IN JUNE 2005, PUBLISHED BY ASTM INTERNATIONAL 100 BARR HARBOR DRIVE, WEST f I pCONSHOHOCKEN, PA. 111428; AND U i i _ _ 2 THE POOL WILL BE FILLED BY A DIRECT I" FILL SPOUT PIPED FROM E. 15 NOT AN ALARM DEVISE LOCATED ON PERSON(5) OR WHICH 15 DEPENDENT ON DEVICE (5) LOCATED ON PERSON (5) f i W I I t- S-4 THE HOUSE WITH CONTROL BY A GATE VALVE AT THE HOUSE. THERE 15 FOR ITS PROPER OPERATION +� �— i f I A STAINLESS GOOSENECK ABOVE THE COPING WITH A 12" AIR GAP F. MULTIPLE POOL ALARMS. A POOL ALARM INSTALLED PURSUANT TO CODE MUST BE CAPABLE OF DETECTING ENTRY INTO A Z II i f I I BETWEEN THE FILL SPOUT AND THE POOL. THE POOL IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE 5WIMMING POOL, MORE THAN ONE POOL ALARM SHALL BE INSTALLED Ii i II FOOL i Vu THE P W LL BE CONSTRUCTED PNEUMATICALLY APPLIED STEEL -----= =--------=------ ----=-------- ------------� I REINFORCED 5000 P51 CONCRETE AND THE POOL WATER 15 DESIGNED "ALL WATER EITHER OVERFLOWING OR EMPTYING FROM THE POOL SHALL BE D15P05ED OF ON THE OWNER'S LANDA" 0 Q II I ------------------------------------------------------------------- --------- _� II• ----------------------------------------- -- f r----- - ---------- ------------- --------------------------------------------------- 10TO BE CONTINUOUSLY ROUTED THROUGH THE FILTER AND O REPROP05EDED FROM YEAR TO YEAR. THE DRAINAGE FROM THE "ALL LIGHTS USED TO ILLUMINATE THE SWIMMING POOL OR POOL AREA SHALL BE SHIELDED SO AS TO PREVENT THE SHINING 0 FILTER WILL NOT INTERFERE W1TH THE PUBLIC WATER SUPPLY. THE UPON THE PROPERTY OF ANY ADJACENT PROPERTY OWNER."A 0 ^ tu L___-_ _-- i EXISTING SANITARY FACILITIES, NEIGHBORING PROPERTIES OR PUBLIC u ll I I -4 HIGHWAYS. NO LOUDSPEAKER DEVICE OR EQUIPMENT OF ANY KIND SHALL BE INSTALLED OR USED IN OR ABOUT THE 5WIMMIN6 POOL OR POOL AREA UNLESS THE SAME SHALL BE MUTED 50 AS TO PREVENT ANY N015E FROM BEING HEARD BEYOND THE 11-8 11-O 6-8 2 2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH REQUIREMENTS PROPERTY LINES OF THE OWNER'S LAND."A 0 O OF"THE NEW YORK STATE BUILDING CODE, LATEST EDITION. .f1 TO BE CONFIRM WITH POOL THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSION AND "PROVIDE SUCTION FITTINGS AS PER AG 106.2"A 0 V COVER MANUFACTURE CONDITIONS IN THE FIELD BEFORE COMMENCING WORK. THE O D CONTRACTOR SHALL PROVIDE THE NECESSARY COORDINATION "PROVIDE ATMOSPHERIC VACUUM RELIEF SYSTEM AS PER AS 106.3"A 0 �I BETWEEN ALL TRADES WITH REGARDS TO THE DRAWINGS. "PROVIDE DUAL DRAIN SEPARATION A5 PER AG 106.4"A 0 _ 5-6 SGALE: I/4"=1'-O" NOTE: ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH 2020 "POOL GLEANER FITTINGS TO COMPLY WITH AG 106.5" < RESIDENTIAL CODE OF NEW YORK STATE (PUBLICATION DATE: NOVEMBER 20111) SEE DETAIL 5/5-6 _ r POOL COVER VAULT COMPOSITE DECK FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O TANNING LEDGE 12" WIDE POOL BLUESTONE BORDER — :t ------ - F 117-1 I l = POOL DECK ASSEMBLE. A5 MANF. I -� \5'LE CO - SEE DECK DRAWINGS 4" 6" SPECS 6" N I (5-5) FO R MORE INFO. I I8" WIDE SPA BENCH TYP. X38 cv , f Al (0 I I O pt - POOL ------------ 03 OQ� i �\•� I I I 8' 0,:X8, o.. 627 y STEPS, (71'P) j. l I -_j i -i, I 4 I- !. ��.� y =1 f SPA I .4 NE i 5-4 OF W #4 CONT. NOSING BAR AT ----- ---- I _ - STEP EDGE, TY'P- OF 3 h' I- ! ! I; �-; �\ ��' 1 ji I j • 1 WALL/ FLOOR AS DETAILED 2" COMPACTED SAND i I .i .il I\�__ „ { I 12 BLUESTONE GOP I NG, TYP. -- Michael Sud ano, Architect P.G. SEE DETAIL 4/5-5 J 110 Senix Ave, �_ i I 'I -: - I i Center Moriches, N,r I M54 DUAL MAIN DRAINS .-I I -- (631)874-0568 I i i I 2 POOL SEC*_-�TI ON BENCH BUTTAFUOGO RESIDENCE 1165 KINBERLY DR. 5-6 SGLE: I/4"=I'-O° #3 @1'10.0. EACH WAY SOUTHOLD, NY I " TO WASTE PUMP WITH TIMER \ __ ; 10 i ii j i — I ! -: ; 1. , FILTER , _`. I- SWITCH 3,50OP51 CONCRETE ` i `--- i ' ;I SPA WATER LEVEL 10" ec 70, Block 13, Lot 20.7 12" BLUESTONE COPING TYP. COMPACT SUBGRADE I -6 CHLORINE f - i-;'- '. f .y is:�ii..._:f PLEASE NOTE: HAIR AND UNT STRAINER PROVIDE FORMWORK FOR I ! - -- GONCRETE WALL POUR - { I - (2)-#3 CONTINUOUS GENERATOR _._ .. (OPTIONAL ;. ., - POOL BEAM Information for landscape site plan W05 gathered by survey (AJC Land AUTO SKIMMER POOL = v Surveying, last dated 05-14-Icl) and to i 3,50OP51 CONCRETE architectural plans (T13D, last dated VULTW LL DETAIL - m m i I 0-00-00) to be used for illustrative purposesrposesonly and as such any �p #3 @ cl O.G. EACH WAY information presented is the intellectual property of G� g g p(TP. @ IO: WALLS) ° �.-. and not to be used without written .. - `.. /_! I : consent. . COMPACT SUBGRADE 4 ELECTRIC POOL HEATER. POOL _ PROVIDE I^) -; ' ! NOT FOR CONSTRUCTION I, --_ : .I -----III -.-i PROVIDE FORMWORK 1 I . ----! I ;- - : , --- FOR CONCRETE WALL BACK TO THERMAL POOL COVER -i i_ POUR Scale 1 =16,-0" POOL - - Date 03/15/21 Revisions 2 MAIN DRAINS •• � - -1 POOL DRAWINGS 3 POOL PIF I NCS SGHEMAT I G AN17 Y�IATER TREATMENT DETAIL 6 SPS DETAILS 5-6 SGALE: N.T.S. A Mi L -14T 7 _7 TIT PROJECT INFORMATION 7777 r;)fR.AKNS INDEX SLIP SHEETS . ,(:,ODE INFOR1llllllllll[A71ON 777 0 0 Minimum Uniform)y Di5tributecl Live, Loods7oble, R501.5 -, I STATE NEN `�`OR< C, C, DRAWING NAME 20.20 Residential Code of Neyi Irork 5tote (publication dote: November 20111) , , 'll ,- I' ,, 11 NUMBER 2020 Building Code of Illil York State (publication date: November 20111) U CO COUNTY SUFFOLK COUNTY UBE LIVE LOAD DEAD LOAD 70AN OF SOUTHOLD 2020 Plumbinj. cn g Code of New York State 5-1 517E PLAN (publialation dote: November 201cf) CZ 2020 Mechanical Code of Il York State (publication dote: November 2011) ova N Ts ul 0 @) Exterior Balconies 40 psf 10 psf -2A 5 PA710 r;�RAAIN65 2020 Fuel Gas Code of New York State (publication dote: November 20111) 517UA71EI�) IN SOUTHOLD CIO 40 psf 10 psf late: November 201,1)le of New York State (publication L 2020 Fire CoL E3UTTAFUO(:'0 2020 Property Maintenance Code of New York State (publication date: November 201cf) ............... ADDRESS 1165 KIMBERLY DR., r 2020 Exi Passenger Vehicle &arac co Ing Building Code of New York State (publication date: November 201cl es 50 p5f as per plan OLD,G-I 2020 Energy Conservation Construction Code of New York State (publication date: November 201cf) SOUTHOLD, N--f' �1,AY 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings ("A5HRAE c`10.1-2016) ATTICS without Storage 10 psf 10 psf 3 --ONIN6 INFORMA71ON R- 0 40 -70 100 A111.1-20011 Accessible And Useable Buildings And Facilities With The NY5 Nev4Iq Adopted Accessibility Sign SECTION I ATTICS with Storage 20 pef 10 psf ouse;�,-, Q-1 W,lte�816S�S'Olr�H BLOC< z TABLE F,501.20) ROOMS other than sleeping rooms 40 psf 10 p5f LOT 201 v DISTRICT W GLIlIllC, AND JOEOORAPHIC, DESIGN CRITERIA Sleeping Rooms 50 psf 10 psf Al '" 1, "' � - 6 ,, , ; , I ; h, 1000 te e Bi�a -r r AINr;) DESIGN ...... OCCUPANCY LASS RES. SINGLE FAMILY RESIDENCE SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf rio Farris, -T 5a.F7. OR 2.2cI5 ACRES ICE SHIELD LIMIT OF LOT AREA AREA 55,31 WIND GROUND SPEC I AL SEISMIC WINTER UNDERLAY- TOIDOGRAPHIC-AL BORNE FLOOD MODERATE AIR MEAN Guardrails and Handrails 200 p5f 10 pef 5NOA SPEED (MPH) DESIGN FROST LINE DESIGN MENT NAVE FREEZING AN . .... M. WIND ANNUAL DESIGNER: 0 DESIGN r EFFECTS DEBRISAEATHERIN& TERMITE HAZARDS ROOFS LOAD REGION CATEGORY DEPTH TEMP REGUIRED ACTION INDEX TEMP GROUP ZONE Flat or rise less than 4 Inches 16 psf PC E30X 55 MODERATE 70 HEAVY per foot (1:3) VERE SA&APONAC.<, N -1 NO 11 YES NA 615 52.1 1")F-6. U) 20 Psf 140 NO NO 5E 5 FEET NA Rise 4 Inches per ft. less than 12 12 psf 10 psf PHONE: (651)-20cf-2010 N A% r2--� VICINITY MAP IN U) MANUAL J DES ION r-,R17EfP,1A Inches per ft. 0 ---.j SCALE:N.7.5. 1� ALTITUDE HEATING DESIGN INTERIOR DESIGN ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE TEMPERATURE FACTOR TEMPERATURE DIFFERENCE COOLING Compliance Statement: The proposed building design described here is consistent with the TEST HOLE DATA + 40' N 12.5 1�)E& 54 1;)E& I -7ol '75' (I�)B 63' AB) 5,75 0 building plans, 5pecif lootlon5,ancl other calculations submitted with the, 0 A ZONING REGU1SEl1`-1EN75: N COOLING permit application. The, proposed building has been designed to meet WIND VELOCITY WIND VELOCITY COINCIDENT NET 10/08/15 TEMPERATURE HEATING COOLING BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDI)l the 2015 IECC requirements in RESr-her-k and to comply with the DIFFERENCE mandatory requirements listed In the RESlcheak Inspection Checklist. L07 AREA 15 '75 -71.5 M a a F/0 45-55% EL.7.3' MIXED SAND AND LOAM (from west property line to the tieline) ................55,311 sc�.ft. BRO1W SILTY SAND SM L07 AREA GENERAL NOTES: PALE BROW 17NE TO MEDIUM SAND SP (from west property line to ex. bulkhocit).............41,b46 sc�.ft. • DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE, IF DISCREPANCIES OR INCONSISTENCY EXIST, SURVEYED LINES, EAS�-IENTS, BURIED UNFORSEEN5; # CONTRACTOR MUST NOTIFY 0 DE516N GROUP IMMEDIATELY AND/OR THROUGHOUT THE PROJECT. ELa4 6.9 WATER IN PALE BROW A,LLO�NABLE LOT COVERAGE 20%:..........................5,51 sc�.ft. • CONTRACTOR SHALL GUARANTEE ALL VllIOR< AND 15 RESPONSIBLE FOR ALL WORK 70 BE OF 6000 QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF AT LEAST I YEAR FROM COMPLETION. GONTRAC70R 15 RESPONSIBLE 80 ANE TO MEDIUM SAND SP FOR CORRECTIONS 70 PLAN THAT ARE NECESSARY, AND CLEARED BY G.r;).rz, ; WORK 15 70 BE COMPLETED IN THE BEST STANDARDS OF BUILDING PRACTICE. LOT GOVERAOE: • ALL CONTRACTORS ARE 70 CLEAN UP THEIR WORK AREA DAILY AND POLICE THE SITE OF ANY GARBAGE AND DEBRIS REGARDLESS OF OWNERSHIP. AND To CONTINUE TO MAINTAIN A PROFESSIONAL LOOK 70 7HF-IR7f:zUC<S, STAC-,F=� WATER IN PALE BROW FINE SAND .SP EXISTING HOUSE, COVERED ROOFS AREAS AND PERSONA.- SELF. LABORS SHOULD BE: UNIFORMED AND MUSIC SHALL BE KEPT TO A MINIMUM. SMOKING WILL BE PROHIBITED UNLESS CLEARED WITH C.D.O.. • NO WORK SHALL COMMENCE WITHOUT THE OBTAINMENT` AND SECUREMEN7 OF A BUILDING PERMIT. ALL WORK 15 70 BE PERFORMED Ill ALL STATE, MUNICIPAL AND LOCAL ZONINrr, AND BUILDING CODES. DAYS AND TlmEls HOURS OF 1 17' N1 RAISED DEC,<5.................................................5,41,55c[.ft. OPERATION SHALL BE C,01�)E. NOME:WATER ENCOUNTERED 6.9' BELOW SURFACE EXISTING SHED............................................................101 sc[.ft. PROPOSED POOL......................................................156 sR.ft. • a I�)E51ON GROUP S NOT RESPONSIBLE FOR THE WORK OF THE INDIVIZ)UAL CONTRACTORS THAT ARE BUILDING FROM PLANS THAT ARE PROVIDED OR DRAWN. PLANS ARE PROPERTY OF 0 DESIGN GROUP AND THEIP, USE WITHOUT PROPOSED DECK WRITTEN CONSENT 15 PROHIBITED 501L BORING A/ PAVILION and KITCHEN...................................1,421 5R.ft. THE INFORMATION SHOWN HEREIN ARE BASE ON A 501L BORING TOTAL:..................7,60,52 5R.ft. • ALL UTILITIES ARE 70 BE LOCATED, MARKED OUT AND PROTECTED BY THE CONTRACTOR'S EY,- A\/A7lNrz, ON SITE OR GUTTING WITH U71LI71F5 OVERHEAD. IF PRIVATE MAR<OU75 ARE NECESSARY FOR THE Ill. HIRED, THE REPORT DATED 12/1/21 BY Mr-DONALD (5co5CIENCE CONTRACTOR WILL CONTACT PRIOR 70 ANY Ill. COMMENCING. (P.O.B. 125e) 5OUTHOLP, NY 11cl-71 TEL. 651-165-56-7-7) PROPOSED LOT rC\/ERA(5E ........................la.59/6 (-7,(bl52 S.f.) lu EX. COVERED PROP05ED PAVER LANDING EXISTING PLAY SET KEY OF ORAPHIr, 5"rME30LS STOOP EXISTING STEPS 4'-0" HT. PROP05ED PROPOSED ARBOR CHAIN LINK FENCE -EXISTING CHAIN LINK PROPOSED 5TEFFINS EX. WALK FENCE STONE PAVERS EXISTING GRAVEL DRIVEWAY A 1'-)1 1 Mr.\ AUTOMATED GATE r-1ROF105ED RISER OF STEPS —EXISTING a CURB, TYP. 411 CD -X Ne)4!/e,22'2O"r- X —X —X --X X —X EXISTING VEGETATION .2 0.6 X LU TO REMAIN PROP05ED EVERGREEN 7 TREE — ————— — — —— — — — — — — — — — — — — -- — —— — — — — — -- - — — — — ——— — — — — — — — — — —— — — — — — —— — — — — — — — - PROPOSED DECIDUOUS TREE EXISTING TREE To REMAIN SQ N PROP05ED EVEROREEN/VECID. r= X15TINS DRYNEL 75- 5HRUB5 EX15l 5l TANK > EX.&ARAlSt EX. UPPER F.F.EL.EL.+10.6 DECKJ. PROPOSED Ill 6ROUNDOOVER OVER > LONER -EX STEPPING LOCAST DECK =5 TO BE STONES EX. AND PROP05ED FENCE LINE REMOVED EX. 2ND > :2 STORY FRAME FL. A RESIDENCE 5T* CANT. F.f-2.EL. EL.+122.4 OVER. EX. DOUBLE GATE. ONE DECK XV\ PORTION OF GATE TO BE PROPOSED 55 GAL. > FIXED AND GATE TO HAVE I FLOW WELL WINLE SELF CLOSING/SELF PROPOSED POOL LATCHIN& HARDkNARE. E m 11 L-J > LJ EXISTING &EN51ET TO BE RELOCATED (FILED UNDER I > I !!!:: ;:! � EPARATE PERMIT) 3TAIRS� A KIM 9 :!Ill! Al Jill 1 1; TYP. EX, EX. HOSE BlB To -2 WHITE OAK BE RELOCATED RESIDENCE BUTTAFUOCO -1BERL-T- DR., IIG5 Kit PROP05ED--------------- -T- SOUTI-101-D, N PROPOSED STAIRS, TYP. % PROPOSED PAVER WALK -- -------------=L-j ACCESS 'll 'k\ V3 CONCRETE A ec 70 Block 13 Lot 20.7 PROPOSED STONE WALL TO BE "N STAIRS YVPN\/ER SHED REPLACED ❑ LANDIN6. DETAILS ON 1 0 PLEASE NOTE: pfflbp- A/NATURAL I POOL SPA ❑ PAGE 5-5 LOCATION ❑ BOULDERS `4 - 0. Information for landscape site plan was gathered by survey (A-C Land architectural plans (TBID, lost dated rz X. Surveying, lost dated 05-14-lq) and &EN. — — —— — - -IS' purposes only and as such any 177" L — —— —— — — — — — — — — — — — — — —— — — — — — —— —SPTBAGK information presented is the intellectual property of qdesigngrouptic and not to be used without written NEW LOCATION OF PROPOSED 4'-0" HT. POOL consent. 1 RELOCATED 6ENS177 Ln ENCLOSURE FF-Nr-.INC7 WITH 4'-0" I (FILE UNDER SEPARATE Ill GATE AS PER NY5 POOL X T- NOT FOR CONSTRUCTION E;3 PERMIT CODE SEE DETAIL 5/A-2A > ————— ————— Scale 1/1(0"=I'-0" 4�82 2'2 0"k-'V �—PROPOSED 16 X46 XI 71NC67 CON RETE A EXISTIN6., JlNCCI�> OJUILKHEAI:;� EX. 01`05iED + - OOL POOL N 5'x5' RAI5EP A55EMBLY TO BE REMOVED PROP05ED TO BE MODIFIED BY Dote 01/03/22 ELEC. GAS WELL SHED TO 5 ENCLOSURE FENCING WITH 4--0" SPA AND SUN LEDGE. SEE PER PROPOSED DESIGN, TYP. ADDING I TIMBER ADDITIONAL Revisions 04.2q.24 METER METER RELOCATE Ill GATE AS PER NY5 POOL DETAILS ON PAGE 5-6 ON TOP 70 MEET 4'-0" HT. TO ,4'-0"HT. FR0f=0!5E17) FENCE ATOP OD -. SEE DETAIL 5/A-2 PROPOSED PATIO, SEE PROVIDE POOL ENCLOSURE AS SITE FLAN EX. STONE WALL DETAILS ON PAGE 5-2A PROPOSED POOL DECK. SEE PER NYS POOL CODE, TYP. SHEET 5-4 FOR MORE INFO. SITE P I LAN PROPOSED OUTDOOR KITCHEN PROPOSED PAVILION ATOP 501L BORING B-I TEST LOCATION 5-1 0 a-011 161-011 5.21-011 451-011 ATOF PROPOSED 1��EC,<, SEE CONCRETE MASONRY PATIO f V� DETAILS ON PAGE 5-4 SEE DETAILS ON PAC7F- I PROPOSED POOL COVER VAULT A —_ — — — — ( — ENGINEER OF RECORD FOR PAVILION STRUCTURE AND PAVILION FOUNDATION: + o � may, N GL 8 8 C O EXISTING HOUSE N.I.F.) _:j COMPOSITE WOOD 5TEP5 TO WALKWAY TO EXIS'ING HOUSE (V.I.Fa CODE (3R-8", 2T-12") COMPOSITE WOOD STEPS TO WALKWAY TO � 7d --� I II GODS (3R-8", 2T-12") o V PAVER WALK ATOP 4 CONCRETE 8 8 --- ---- ----------------------------- a Cz - -- - CZ SLAB WITH 6X6 NAM. 4" WALK CONCRETE SLAB DA EL P HURLEY, PE, SUBSURFACE ENGINEERING WITH 6X6 MM. � 5 12" BLUESTONE BORDER, TYP. pF NE�y o N -� EDGE OF BLUESTONE BORDER, TYP. (�G yp a - POOL COVER VAULT A55EMBLY .�P - UNDER BLUE STONE. COORDINATE POOL COVER VAULT A55EMBLY HUR�� _. ._. 4'-6" W/ MANUFACTURE'S 5PEG5 4-2' 4-6' * o A _ FOUNDATION COORDINATE W/ BLUESTONE STEPS MANUFAGTURE'S 5PE05 r- I 4'-2" (5R-6", 2T-12") 5TEP5 (5R-65% 2T-12") N � 2" STONE VENEER, TYP. 703701-�1 �� A�pFESSIpNP 13'-10" — — — — — — — — — — — — — _ ........ ........... - --- - ------------------------}----- ----- _ Cq ILL, 1 4� �_.2 i ..... cov I ISubsurface ----- '. --------- ----------- i i --� ---- -- - c� M r- i o 4X4 TEEL POST yEngineering � 0 I WELD D TO MOUNTING PLATE, TYP. SEE 4/5-2 1os MAxEss ROAD, w SUITE124 + I - - { MELVILLQ NYm47 0 (6M 980-3912 0 r. � I I � i I I 'I l i I ��� I �� I ��� I I "• °� I I ! BI�UESTONE PATIO ATOP 6" CONCRETE I I I I i l i II , SLAB WITH I2X12 - WI4XWI4 I I 6" CONCRETE SLAB WITH 12x12 WI4XW14 SELF LATCHING DEVICE, COMPLIANT I 7 O ! I I WITH THE NYS POOL CODE AT 54" MIN. HEIGHT I I 15"x I " HORIZONTAL � 8 DIA. PERMAGA5T COLUMNS TO l 41, RAIL, TYP. M{�TGH HOUSE COLUMNS IN ALL i- r� RIE5PEGT5 N.I.F), TYP. ® Io '-2 '-2 I I I ` I I I 6'-O" 24"W x I8"H C i t T CONCRETE ; , _ II HAUNCH, TYP. 5EE I : 'XI" P I GKETS V I I 14-3 I - DETAILS 4/5-2 FOR B�UESTONE STEPS TO GRADE - T� CODE, (4R- 8.25" 37-13") I I I I I ------- -- - '� '` - - (0.C.62 WALL), TYP. �� ,� I MORE INFO. -�--- — - SELF CL051 NG HINGE i f-- I p _� •<...;,.a" -`.:'. '" ',,. . I-� — -------------- — — —rt'q --T---1H, lu — - 4 -- --- --- _ '-' TYP. iy 11_I _ -�� z. ..;. I = I �: _.. _ POST STABILIZATION PER Elll I „ I dJ I w:.'; : I dJ Q _ MANUFACTURERS m �. r- RECOMMENDATIONS : ;» -m-- ------------------- :° :I m in _ _ _ _ _ t, Q - - (".;;, L�IIIIII=-lil_�.II,. 111.- . IIIII�" I11'= .= _-T-I-ill =1�!. ! 11-1k _I = --, �--- Y ' I- I=-=.' I I_�I -_', _-I I f-►I I=III_ ---I 1=1 11= Z "`- i I -2 13-10 -2 - - - — — --- - II' f(il�rl�_IIr II1 (�I � 1�=';I1,-!I .III- I!�II„�I 1=IIIIII IiI!1;�1�II�! Il��IIII�( Z I I I II I I I___ III - 11 =,1 �11-111 - _-f�IT-! --!i I-- �i�I�-- —i I i=1 I�—III= 3'-10" 16'-2" I'-C' 3'-2" I'-5If 21_OII 41_31I _III— _ =11 I i =I I T_I=1 I "1 '-1 n I=I -I i 1=1 I I I_ 1=1 1= !I 1 I'1 I_-- 1--1 .....;. _ l l ifl l!ii I I f_I IAI I =-�.I I�� TI_II Ii_IIHI I —` 20'-0" 4'-2" :.aeasase I" Ii..TI _II1-L= =1I;=1I1-=!iI-iII-1;I_-1I I i (:f!1=11i-I O �>... { .. . Engineering I PATIO PLAN 105MAXESS 2 PATIO FOUNDATION PLAN �F ri V ROAD. E POOL FENCING DETAIL -2A MELVILLE,NYm47 SUITEU4 S-2A SCALE: ' =1'-O" U I/4"=I'-O" (631)9e0-3912 SUITE 124 5 I/4"=I'-O" �MA��ss ROAD. EDGE OF BLUESTONE BORDER, TYP. 2" STONE VENEER, TYP. O L 4'-11" 13'—I0 II _21I :3 P-. - r — II8 DIA. PERMACA5T COLUMNS BY 8x8x1/2 PL - -----------^- 8" MIN. I$ "HB$G" Al THREADED ROD 4x4x1/8 HSS f VARIES, SEE 5EGURED TO FOOTING BELOW WITH FOUNDATION to ® 3 °x a " GLULAM = TOP MOUNTING PLATE AND TO _ 12 12 PLAN , = MATCH HOUSE COLUMNS IN ALL LIB 6 6 4 x4 xY8 HSS m - - - - - RESPECTS (V.I.F.), TYP. 12 12 8" MIN. 8"x8"xY2" BASE PLATE ,Cle 6 6 VARIES, SEE PACKET IN SLAB FOUNDATION P I m In PLANAll t—• (2 HEADER ry PAVERS, TYP. 4X4X1/8 STEEL HSS POST WELDED TO m 4X4X�" STEEL HSS POST WELDED _ 2" BLUE STONE BORDER, TYP. Q ' I. II u-I I I TO 8"X8"XI/2" MOUNTING PLATE, _ __�___, ONGRETE SLAB, TYP. 8 x8 F MOUNTING PLATE, SEE DETAIL x I SEE DETAIL 4/5-2 FOR MORE 2" STONE VENEER IF REQUIRED I 4/5-2 FOR MORE INFO. (TYP. OF ALL I I I I INFO. (TYP. ALL COLUMNS) COLUMNS) 4 = P.T. 2 8 RJ P.T. 2X8 . ® FINISHED GRADE ADJACENT TO PAVILION W I I SINGLE LAYER OF " " 12X12 W14XW14 PAVER PATIO ATOP 6" T N I6' O.G. ib" o.G. CONCRETE SLAB WITH 6X6 NAM. THICKNESS < I ALL STRUCTURAL MEMBERS MUST BE 0 I I 1 I „ J PRESSURE TREATED OR RATED FOR dJ 81I I I I I II 8 2" BLUESTONE BORDER, TYP. I 3-8 15-8 p EXTERIOR USEup - ' -- 5:12 6:12 6:12 � _ _ III �p p ter+ PAVILION COLUMN ASSEMBLIES TO BE INSTALLED �•-; f---� -- - -" ---1`� I' a FINISHED GRADE ROUT HOLE o ATOP NEW CONCRETE SLAB/HAUNCH. BUTTAFUOCO RESIDENCE ADJACENT TO PAVILION _d.�__r._ T��< •.�.,_.__,_�__ _ , 1 11�5 KII"IBERLY DR. X I X = 5EE DETAILS 4/5-2 -~j--'-'b J� \ rX ��=_. - - - x = + SOUT+ TOLD, NY m m I P.T. 2X12 �� TRANSITION SLAB — — — EDGE OF ROOF LINE (ABOVE) + I Nfi'• RIDGE BEAM THICKNESS (TYP) I,_OI _O 4" CRUSHED STONE BEDDING „ ec 70 Block 13 Lot 20.7 I (2) LAYERS OF 12x12 - W14xW14 11 I 4X4 e HSS � � B. SECTION/ELEVATION UNDISTURBED OR I PLEASE NOTE: BELOW COLUMNS. OFFSET LAYERS COMPACTED EARTH TO CREATE 6X6 OPENINGS (TYP.) (4) 1" DIA. ANCHOR BOLT TO EXTEND " TO I" BEYOND TOP OF Information for landscape site plan 00 16 IS" THICK X 2' WIDE HAUNCH HEAVY HEX NUT. TRIM BOLTS A5 REQUIRED TO MAINTAIN was gathered by survey (AJC Land (2) P.T. 2X NOTES: BELOW PATIO SLAB, (TYP. CONCRETE COVER WITHIN SLAB TYP. Surveying, last dated 05-IA-19) and HEAD - - �- - - UNDISTURBED OR COMPACTED EARTH I. CONCRETE SHALL BE B000 PSI AT 28 DAY CURE. BELOW ALL COLUMNS) 4X4XVa" HSS I architectural plans (TBD, last dated 2. REBAR SHALL BE GRADE 60 STEEL SXBX " BASE 0-00-00) to be used for illustrative (V purposes only and as such any i 5. BELOW COLUMNS WHERE TWO LAYERS OF WELDED WIRE MESH ARE USED, I PLATE, TYP. information resented is the I d) COLUMN CENTER LINE LAYERS SHALL BE OFFSET TO CREATE 6" MAX OPENING. 1/4" TYP 2" GROUT intellectual property of gdesigngrouplic 4. WELDED WIRE MESH SHALL BE INSTALLED 5" FROM BOTTOM OF POURED I and not to be used without written m SLAB 8" MIN. I$ consent. 5�"X III " GLULAM 5. ALL METAL HARDWARE SHALL BE HOT DIPPED GALVANIZED (HDG) OR VARIES, SEE ra e r' - - - - - FOUNDATION (2) LAYERS OF 12x12 - WI4xWl4 BELOW NOT FOR CONSTRUCTION SSTAINLESS STEEL (55). CONTRACTOR SHALL TAKE EXTREEM CARE TO PLAN I COLUMNS. OFFSET LAYERS TO CREATE JI � V m EDGE OF CONCRETE SLAB NOT MIX HDG AND SS HARDWARE AND FASTENERS. y "�'J fa" 6X6 OPENINGS (TYP.) Scale 1"=1G'-O" 6. ALL HARDWARE SHALL BE SAMP50N STRONG TIE, OR APPROVED EQUAL. ___ T ONCRETE SLAB, TYP. CONCRETE SLAB SHALL BE 5000 PSI . Date sa3/15/21 '7. 6" SLAB AND HAUNCH TO BE POURED MONOLITHICALLY. j a LEVELING NUTS AND WASHERS Revisions 04.2q.24 8. INSTALL COLLAR TIES AT 32" O.C. ALONG ROOF RIDGE " 22'-2" THICKNESS ' ....$®.ease. Subsurface e ....eeeeee.e Subsurface PATIO DRAIUINCsS I� B PAVILION DRAWINGSEngineering 4 PAVILION COLUMN MOUNTING DETAILS Engineering 5-2A SCALE: 4"=I'-0" 10SMA1ESSROAD. 5-2A SCALE: 4"=I'-O" 105MAXESSROAM SUITE 124 SURE 124 5 - 2A MELVIL.LE,NYm47 MELVILLE,WU747 (631)980-3M (631)9803912