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Home My WebLink About48949-Z �o��oF s°uTyo`o Town of Southold P.O. Box 1179 +� 0 53095 Main Rd D�r�4UNTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46382 Date: 08/07/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 1165 Kimberly Ln Southold, NY 11971 Sec/Block/Lot: 70.4 3-20.7 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/21/2022 Pursuant to which Building Permit No. 48949 and dated: 02/23/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to include a swimming pool/spa addition with decks around, a covered pavilion and an outdoor kitchen to existing single-family dwelling as applied for. The certificate is issued to: Shamgar Capital LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48949 6/23/2025 PLUMBERS CERTIFICATION: bt oriz d Signature o�saFFot�� y TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2: TOWN CLERK'S OFFICE WPy • �� SOUTHOLD, NY ?lpl 0 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 Woodbury Rd Woodbury, 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 8/2412024. 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 oF so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • ao Jamesh _southoldtownny.gov Southold,NY 11971-0959 Q�yCOU�'�^� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Shamger Capital Address: 1165 Kimberly Lane city:Southold st: New York zip: 11971 Building Permit#: 48949 section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: New Age Electric Electrician: John Kiesel License No: ME-4816 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan. Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 2 pool pumps 240v, 1 pool panel, 1 blower,1 gas heater,2 300w transformers, 5 Iv ligl Notes: POOL Inspector Signature: Date: June 23, 2025 1165 kimberly In pool �OFSO(/lyOlo y � TOW �VSOUTHOLD .BUILDING DEPT. Iourm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: GClli ` A, DATE 2,111 INSPECTOR hO�aOF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTI-ON [ ] - FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]�ERAMING NDATION 2ND [ ] INSULATION/CAULKING [ /STRAPPING [ ] .FINAL [ ] FIREPLACE.& CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SOUIyo� # # TOWN OF.SOUTHOLD BUILDING -DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] . FRAMING /.STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n-y :im �� l� �c w aA-) ,*,-#4 f. �_ � S IV\(Ine/ 144 DATE , INSPECTOR pF SOUtyOlo * TOWN OF SOUTHOLD BUILDING DEPT. ",oum 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION = [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ICJ �. � ✓ vi DATE INSPECTOR l t 65 K moo berl pF SObI # # TOWN OF SOUTHOLD BUILDIN DEPT. �yrouNn ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAUL-KING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Dk] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: P-00 &ck- k !mot �� ' be bw DATE a� INSPECTOR w •••••••••••• ' 105MaxessRoad,Suite124 Subsurface Melville, NY 11747 - - - - Phone: (631)980-3912 Engineering — — � Email: info@subsurface-ene.com January 9,2024 Daniel Buttafuoco D E C E Q V E 1165 Kimberly Drive Southold, NY 11971 F E 8 - 8 2024 �' o Re:Swimming Pool&Spa Foundation Certification Letter 8WIMIng Dope ', yImen6 1165 Kimberly Drive Town o''l louthold Southold, NY 11971 Dear Mr. Buttafuoco: Subsurface Engineering D.P.C. (SSE)was retained to design the residential inground swimming pool and spa foundation and provide soil and foundation inspections for the above referenced property. SSE provided a test pit inspection on December 22,2023,and completed a rebar inspection for the swimming pool and spa foundation on January 6,2024.Photographs from both inspections are attached in Appendix A. This letter is to certify that the subgrade and rebar installation for the inground swimming pool and spa at the above referenced property conform to the foundation plans prepared by SSE,dated November 22, 2023 and revised January 9,2024. Please feel free to contact me should you require any additional information. Sincerely, Subsurface Engineering, DPC P'��OF NEW), OP�\�L Hu"yz 0�'� r � w LU N (9 701-aAN v �OFES SIONP Daniel P. Hurley, PE Principal 1 Page Re:Swimming Pool&Spa Foundation Certification Letter 23-115 1165 Kimberly Ln.,Southold, NY 11971 January 9,2024 APPENDIX A 2 ' Page 1165 Kimberly Drive Southold, NY 11971 I FEB - 8 2024 Appendix A — Photographs ` ,id I 1 CC Photo 1—Swimming Pool&Spa Test Pit(12/22/2023) 5 T. Photo 2—Swimming Pool&Spa Test Pit(12/22/2023) "" Subsurface _- Engineering 1165 Kimberly Drive Southold, NY 11971 Appendix A— Photographs R. Photo 3—Swimming Pool Rebar facing East(1/6/2024) �(rR low t y - Photo 4—Swimming Pool Rebar facing North(1/6/2024) """" Subsurface _= Engineering 1165 Kimberly Drive Southold, NY 11971 Appendix A— Photographs i 1 �l r Photo S—Swimming Pool Rebar facing West(1/6/2024) """ Subsurface Engineering 1165 Kimberly Drive Southold, NY 11971 Appendix A— Photographs 1 ,y cak,; a R ' r • i ltv'' atc y - Photo 6—Swimming Pool&Spa Rebar facing Southwest(1/6/2024) """" Subsurface -= - - Engineering 1165 Kimberly Drive Southold, NY 11971 Appendix A— Photographs d i r r �y 6 � ' t Photo 7—Spa Rebar facing Northeast(1/6/2024) """""" Subsurface Engineering V s f 5° Ali �� — q L q iFr-O WA 4 vt C e vi t- V51 - 31-7 --7'7 y a _ EC EE VL V JUN 1 7 2025 Building Department Town of Southold � � ��I „ ��I�� r 111 � . �i ` rr Ili � ,I� � � ?� � 1 . -t- ZV 6X-/Ll //1 S CK 1 to t [7i777- 4c w E ,. _W )UN Buildin_ Town to t, m& -mom 1 a ` d y_ 17 ELD INSPECTION REPORT DATTEA COMMENTS 1►w FOUNDATION (1ST) ---------------------------------- FOUNDATION (2ND) z y ROUGH FRAMING& ,..� PLUMBING V✓ 1 INSULATION PER N. Y. 4 j STATE ENERGY CODE o U O arm ctl-e8 FINAL a y, �. (IM1V Vok 17 ADDITIONAL COMMEN S' b 1 S a r\ cc) 1 voo� ` o m e - l0- - a3_ 1tc Pd o( ar`rt <K - r� k \0 TOWN rDFOUTIFTOLD BUILL,DNG"1EPARTIVIENT Town Hall Annex"54375 Main Road.P, O Box 1179 Southold,NY 11971-0959 Telephone.(631) 7102 .Fax(631)-765°9502 fat �t4o1c t awgnv:g w Date Received APPLICATION �. BUILD , . . ERMIT For<Offlce Use Only PERMIT NO: Builds g- ng Inspector DEC 2 ispl�cat3ons and forms mrst befitted out Sri theirrr �rety :Incornee appticat�ons wdi�t}t be accepte sot"the;awner, — Owner's;�uthor�za#fon form{P�g��Z)shah tie cornpletet� � � ` 6 4 r , 3 �( Date h r t'�WNER(S)Of PltIDPER7Y ` Name r 77 57M#1000 c Prosect Add ress 4 'Phone#• Mailing Add � 77— C(Qt�TACT PERSON Name d> � W+ti Q_ '�. Mailing Address Phone#. s� �� '� �" Name ti Mailing Address �^ � Phone# Email CONTRACTOR INFORl�tIATIQN kV a x 5 `, x ' ,� : gel .,*rk � 5 - Name Mailing Address: Phone# tX �� Email ti ' x Cy£5>``RIP�70t�S sOf PtQWQSEa<�tCQNSTRUCTlON � x * �saA �❑N�e Structure- ddttion LJ Iteration ❑Repair ( Derno}rtion` ,Estimated Cost of Project: Will:"the lot"be re-graded? Yes""( 10 W - w w Will excess fill be removed from'poem's s L7Yes,0 Noy u. 1 � ; r� 1 1> , 1 `F'RO�ERT-Y�IIV �ORMATIOiV 6- f: Exlstrng use of property Intended use 'f property ,. Zone or use district in which premises is situated. ." Are there any covenan"ts and`:restrictions with respect.to -this peopo, [7Yres, o"I'I>F YES,PROVIDE A COPY:" 1943Al teat�nerctraetrtdesgriprafessinn�lis �t6i #bf�iltlraina' can t Che ter236 of a taGVn totle",APPt(cA71DN 15 HEREBY MptE taye g �dtng pepartmeni>ar the issuance oFa Building Perms pursuant tpihe Budding Zone"r . i7rdin9nce ofthe�Town afSou;haltl Suffolk,county,New Yark and a#taeiappitcab?e laws 0rdlnantes ar ttegulatwans,frig the construct on,of uildi''s atiddion`s,akeratiansarfior�rauai oc`iiemaiitra as�here�n da5r bl era1 rai�ta ta'-com"1 wltF'ali=a `i > og Irousrngcoeand reguiaEiohs and to ad3tautfiorizl i ns � R es Yp iCaht�e law§,�uldfnai�tes,;buiidingcodef pe�rors , ptehuse s a nd�n h ildmg(s}fartieSessaryxlnspectianrfalse sta#ementsgrade herein are punishabieas a dassAmisdenaanorpu'sut�tito 5ectton`21045 of the N�i7tforC State Penal l aw aE; r; .7„. , , ' Application Submitted-, jprint n m Muthorized Agent Owner Signature of Applicant . Date STATE OF NEW YORK) SS'. COUNTY OF ' Zrt ' ' ' being duly sworn,deposes and says that{s)he,is the applicant ove Warned Name of individual sign►ng contract)ab (S)he is the r Pf t y V (font actor, ,Co zporate Officer,�etc) Of said owner or owners,and i"s duly authorizedgto p orm arhave performed the said work,and: o make and"file:this application,that all statements contametl in this application ire true to the best of his/her',knowledgeond belief".and J.,. that thevUork will;be performed;in the manner set forth in the,applica#ion file therevirth ` Sworn befare,me this . 7 ay:.Of %C, 20 = TA A 0: Notary Public �� O�Ai�f1ELL�1?OLLERA - u �II PIJSLIC,STATE OF NEW YORK ER W T [ I h his ratios,No.o Ro6106440 (Where the applicant is not the owner)' �tial'afied in`SUff County' > Oc mission°l xp res mans,7,zo a?Y. 7,777 I, panic ( P au.ttao�� residing°at S Q , Gi til Y do Hereby authorize' u Gt (D to applyori my be If.ta e Town of"Southold Building Department for approval as described herein z, � wner's Signature= f> Date Print Owner's Name - . ',�^tf�-�7'- ,eft\yn M,,• / :,, t .� t'7�„,.'v. c`;`.� ., k i. •iY _ _ Yys/ p:?Sv'tR..C{21r,mmurc >.y...aaz...t..,L"v�yMlLa91:J�.P�:2p�df51�:19Ga.RS. .WT/13..s�Q'd`lls..�"..B1y�LL'^"M13Pi7::&V'YT'1""••'.l:-'A7" 1tN�.`C%7� �� l 3'• %1 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK =� 'L PERMIT NO. 10241 DATE: ,OCTO.9 R 19,2022.. f ISSUED TO: SHAMGAR CAPITAL:-LLC c/o DANIEL BUTTAFUOGO. ;r PROPERTY ADDRESS: 1165 LIMBERLY LANE.SOUTHOLD C- "1 SCTM#10004043-20=- a ,� AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in -r accordance with the Ressolution of the'Board.of Trustee`s adopted at the-meeting held on October 19 2022:and ,e, a in.consideiation.of application fee.'iri.the sum_of MOM paid by Sham-gar Capital..LLC and subject:to:the ti Terms;and Coiiditiohs"as stated-�in:"the Resolution,;the,S,outhold`Town Board.:of Truscees'autlioriies and-permits the following: air 4 Wetland Permit to construct a 161x46'gunite swimming pool with an 8'x8' hot tub inside; r ; € construct a t2,000sq.ft,pool deck in composite around pool;install an automatic cover for 't pool; install pool equipment area with gas heater,construct a 25 7'x16' pergola over atwo-part f outdoor kitchen;and bar-area;,and to instal 4' high pool enclosure,fencing with:locking gates; ti with the condtiion:to.establ sh•and perpetually maintain a 20'-nou-turf buffer landward of the - i`t 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 plan prepared by Michael Scott Sudano,Architect P.C.,received on November 18, 2022,and r = stamped approved on November 18,2022. f r IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal 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. Az' .19241116 3 �t•� - y - .�(� �"'€ 1T]-GGFL•Os+s'r.2•AfttQs'�lP•RSl�aLSP'YL..�.(71�r S3C AJ. .:L'ST�u Y.^S,'T dS[iSSM,"iR3M.�4'rT.�E'[5`i ++ Glenn Goldsmith,President ®� SQ(�,��, Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski !�i Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a0 Fax(631) 765-6641 COU01 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 13, 2024 Vincent Quartararo Q Design Group 19 Lloyd Road Sound Beach, NY 11789 RE: SHAMGAR CAPITAL, LLC, c/o DANIEL BUTTAFUOCO 1165 KIMBERLY LANE, SOUTHOLD SCTM#: 1000-70-13-20.7 Dear Mr. Quartararo: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 12, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10241 to construct a 22.2'x26.10' roofed pavilion over a bluestone patio in lieu of the proposed 25.7'x16' pergola; and as depicted on the site plan prepared by Q Design Group, received on May 3, 2024, and stamped approved on June 12, 2024. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, 4 Glenn Goldsmith, President Board of Trustees - RAn SG lND-x(SLIP S-=Ef5) GGDE IVORMATION ,A RSOIS — w aa� Mlnlrwm Lfilformly DIStr¢vrpd LPie LDOtl9TabID I� S r:v FRO�GT O IurG4NV ATYX }� qrae�u r��re<5�iu.ipuenla�ea.r )V LNC LOAD 5DE N6s -- w mmrm uu.rde.6AMci moa. 9 —PoIAO 3 't1y Iv Ra'. a TABLE R;012(I/ olne•_._P qq LOT CLIMATIC AND 6EO6RAFHIG=516u GRI-I RIA _ - p: O%! 5iO ;ad S cmce fl.�. ?c4 FA•nLY r�S:Delee O ;ai£.__ NAM1JAL rTeosr t!`ro0 eliNwilrnan r¢aO_JwnaIIDn�� ea eP oHaePlaAe.R'P' ewat _ n 3 .En p y Il.! J OESI6N CRITERIA - vA O rv. r l ccoLws l no TW s _ __ 0-13-"' ,pi>Y_ KORN _ De w"D"oLNZRe a paesmeeee - a D IOC - JJM n.� r4'Ne yy. na p.opoaee Ivlw'rg ma'an mwcw rma a rmea<•e n�yl w TST rIOLC-DATA kra pica, Caa:bne.mf oW co v m'M1taC..IN w Pulell Ix twiDEnT nEr -- p e a iyp�ci7v�lly prapae.e lle.y e, .y:aelb meat �^- ZQ o-:REN U N�RE=_Z_ `° m» DAL.RANSe ¢ A Dlx tMmY aR.ra a a Fiala a ID s 8 __ r+ovlok.y.equ'ra+acne later e w a�ct�ock trepocum Fxctlat QlS JD*ED yN0 AIm L6W 'OT A2�A 6 0-A t(r0?C•tu fro to E•O ccl"ro)____._53j1T sott.SPAIL AT BROMN fM£lD 12DAAI SANG SP L--RCA DRAAH55 _E CLNTRAGTGR_ALL KRiFY 1PEN51-AND ALL cONDITlOn4 TFL S:iE.IP DISLREPAN-OR InLOn5�3rEN'LY F T,B.,nMD LI 'C 11.WC-[D IATOFE[LT4, (Iron.,nCst nopertu I'rc to P,litPO� clt.a.aFOO7.___<Ip46 sOf.. • A4^^FOR ILLL5TRAT1'!E 5 Ow.Y ALL D coviRAcioR.w_T nonrr O vCs'bn 51—1MCD1A2LY Av^.ioR n.RO.'vHOJT r,C—T. Li.0.1' 6.D'NI N PAI�� ALLOiv+3'F LOT LOJER4f_]OAS....-_..............b3E9 e9P:. LonrRALTOFt SHALL WAFA.MEE ALL--Al-RCSFOWIBLC POR ALL n'ORK-EE OF 600D of 1-F R FROM PAV_r4 AND DE -FOR A I—OP AT LUS-I YEA¢FROM LOMP:ETION GONTtALTOR 15 RCSWNS:BIe B' FOR LORREGT - nESE5 -,AND LLFA¢ED BY o ;n'ORK IS TO LOMPLETED IN THC BCST SrAIDARp9 OP WILDI W PrtALTILE. LDLOQ[CRA6'c� LA NTRAL RS GC�O -IR -A¢CA DA-AND Po_cC T•. M DE5¢.5 29A¢D_CS -aysnP.AD TO FANT NJe .A A FRLrC54 oVAL LOOK TO T.JR iF:K1c5.5rA5FD WATER N PALE m,-RNE S111D.� RE 4 A NAL- —D ftC us PORMCO At:p lVS.L 51A1 A �. v01ciW YI LL DC FROH a LCA¢LD n'.TN ODS. L%IBTIW HOLE LOVERED RO015 '11 nrivOJr rN_OETA n'Mc r AND YGPE[MTT OF A W LpiN4 PER4 T.ALL rvORK S Tc 5E FER^GPMED N HALL 5 ATE.HT L PAL AND LOCAL 20N.W ADD W.D Nb LO'JES il' H/RAID-D DxKS. ___._._______5 a105olt IM ' !u sH-L Mw,c Dnrs A•G rV-_s Ncns or i ,` OFERATON-ALL Be LODE. AgIE MATT.IXCOUIlIFMO 6.B'BQDN 51/RPALE E%ISTINSS+'D. ___._______JOI SOY.. V O^.ESISN SRo.P 15 NOT RE5Pa.5:eLF Fo¢Trt np¢K Gr THE InDI VIw.L LONr¢A.LTOIi9 rHAi ArZ e�nLCIW F¢O�I PLANS TIAT ARe FROnDEn o,¢DRAnV.PLAn5 A¢E PRGPRx Or c D- PFGPGr_D POOL___.___.____.__--._...tiA _ _ .s.sN s¢Or Ac 1¢IEe Ivr�Ji _ �.OPG.f�J D=rC I. N PAVIL'ON crG R'Gr?L_AL _ I,F,2.eft 11I LT E5 Ace i0 EC Htd.Die MA¢<E'D on A-PROTE THE DONrRALTORS E AJATW T sI-E cR L'rTInS nITH OnLlnS vucR.•_no,IF PW VAii M.1RKOnS..¢_'CCC55A¢Y rOR-12 Rom,i,G DAi®��nBNY�00nALv IB+LE t�Rl TOTAL;___ T,682 salt Q LOATznLi�A_CPI AL-ODG.FRO¢-p AnY WORK LOMM_Rr,nS. MEI�9 soTHpLD,nY!IT Te_ - %T) L �LI fROPOSED LOT O:JJEFASE (7b50 s.f1 > Ex.COVERED - vE¢LADIW KEY OP 6RAPHIO SYMBOLS � Q PTO OP P�nW �N Livcl� 4 0 n8<222o•E �5-_ __-__ snHa, Are ///�--_q�clsnws SRAva DRrvoi..r IIIIF¢.r uAz cHA pp sro�AVSw !1 1` J ' -�� 945.89' CLl 1 1 I ry' 30b to ro vr.IH J_uin O UI n 11 T -___--___-_ - 1 ��as" o - -- - � -------- -'--- ___-----=----- � j � �N.TyrA�rDRD�N �� 1 1v � t ,��Yr r�Yr� °1 ��ti It ��1✓\ � k t It \I I YP,^ I� 1 9x1Pi.4 P D 4. F Are rD HA2 �� L' I � D�^��• I � � � 7y y t r i-� r'P_,c. NARDRA¢e �1 r ID t I m IF,f : �� APPROVED BY \ T AR,. F J1 \ \ \ BOAR DOS TRUSTEES TOWN OF SOUfHOID re Jw,c 1�, 1019 I,ii t"nCOPR's oe.ICP \,1A U FEM1riLED ro� Fj'T // _ E 0� .E 3 r 34T Lct D Bp \ �p _ -- ------a`P'`�"`-- - ------------ - -- -------- --- -------------- --- T•r` RELcoAreo reel \ PaoPrAxD a•e H.e,.w»,,,. \ IPae troeR!aA¢wre _ _ _____ __ __ _uo�A PeR PERrar rW.00e. xiA v u�Lp J 1623.0' `• O'L �`y® Fa <p H� __ oP05�16•x<E.\ Ex15nN5 tio..EvxHeJ.D-� Pa0.�55I�m1�ISFD AyrErCLY r BE itEC"OVID PPaPOSep To VOOIPIED BY Dcte CR v.6L aT_lyy L O[L AS P ICR v Foo -�9�PGG PROPD5^S DESISN IYP. _p AODITM' ` I Da.J4.]<• e X9iONC woALL9eo PENCE ATOP - 9Ee DETAL 5/A-O _�:.L9�0^I IAr°,5�]/. SCE oN rove PAL¢NaL4�._R� A5 I ORO. PE¢NYs POLL LODe,h'P. 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B•my° IU I I � ( VAwes.sEe�T�NCImCD�' Mx6l/B FCY1mATIPI 0 I I cP FCNR,TIKS PL0.M o�OW rVnl I fS.AN ri•BPEOIS NJFJ.TYP. T Brb1_ _I b I '.BY'f B/.se F.wle __ — - I Aetei IN SLas 0 STEEL N55 FORT hIID•D TO i I i .X4a�SiEel vosT vF1oEp 1 rsDB+.TTv. 4 0xB]�nOI.Nr1ro RATE ss DBr 1 TO xln��hS°p�iE eL vos`.R 0.^OARS Mwe IM•o.nYF.cr-ALIM m�to.mr.Au carws� �Y sro , I cDluaW •'• �•-y�.�� rMSN;n baAD�ADiwe+T To rA,(EION-- � -° AcoNt�`.RererxiO..A6'wT°• —'w oc D. u eu roav n.eNNeas _ T� > ALL siwlcr�NM�wsi ee 9 I PI�FiFC TReAi[D oR RATED FG0. 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I /��pp�Leen r w+wx+,:. ! �.T1'P.w _ ��OOtuM CN(pt 41S �•LLL�Ee4ALL 0�iNBTALLEDb 9�FPOOM BOTTOM OP FDFm VS•TYP i I ads Ni•aiAAR I B. rciAL.nRDwvs sNAu ee IOT o.FveD BA.vAN]ED nmw ox LnYE0.e aP 12 - • Pr *R, 5� ------------ __�� sinnvss sTm.%.sl.coxmncTaa 9lwu rus ur�'M CAae To �y I coLuas. To c�Are �� a -1 qB eLAB N]T mN NOB Arm ss NAB A.m FASTD�as. ,16 oFn.B.a°9xiTTP,"i5 I••N,'_D• I� b.ALL r1A¢+..w4r�BNnLL ee BN•Pa(/N BrRONS TiE OR A.FRm,EO EauN.. 0¢.e `-` cTLRCTC SJ.B SHALL BC 9000 PBI. N4 N,19 AND NAyERS 03n5�1 Jia e'-O' e•6LAB M7 NAU.GN TO&!POLPtD MO-VOLI�GALLT. 0419.14 �� fl IN9TALLOOLIARTIEa AT 9Y0.0.ALONO ROOF RiOGE �-'-]IA-R,• TiO DRCW',�s I M�cKlL�39 PA x. Subsurface _ISubsurface -�,Llps2B,,�_Rss Engine.®In9 �'+FAVIL�e'cD':wv =Aes =rrr Engineering �j scnLE.Y•ro' scA_:d••r-v ',CJ`_'l V lrv: Glenn Goldsmith,President �.aa�OF Town Hall Annex ki, �V' 54375 Route 25 A.Nicholas Krups Vice President � P.O.Box 1179 Eric %Peli Southold,New York 11971 � Telephone(631) 765-1892 h'zhbeth :, 0., • YQ. Fax(631) 765-6641 SO- BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2257 C Date:dune,11.2015 THIS CERTIFYES that the construction ofa 16'x46'.guriite swimming:pool with'an 8'A'hot., tub inside•�construction of a*2•''-606sa ft pool deck in_coin_posite around pool:installation of an automatic cover fof g ool• installation,of pool-equipment°area=with gas heater•-construction of a 22a2'x26.TO'roofed over`pavilion_ over'ra bluestonepatio•and-installation of-4'high pool enclosure.fencingwith.locking gates; establishment of 20'non-turf buffer landward of'the bulkhead: At 1165 Kimberly Lane.-Southold Suffolk County Tax Map#1000.-70=13=20.7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 2,2022 pursuant to which Trustees Wetland Permit#10241 Dated October 19,2022,was issued and Amended June 12,2024 and conforms to all of the - requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the gong ction of`a�1'6'x46'aunite swinimirig- ,pool-with an 8'x8'hatub inside• construction of'a.f2 OOOscLft pool deck in,composite around pool: installation ofun automatic cover°for pool•'installation°of pool-equipment area with gas heater: construction of a=222'x26 10'roofed-ovi&pavilion over:a bluestone patio,•and.installation of 4'high pool enclosure fencingwith locking_aates• establishment of:20'non-turf.buffer landward of the bulkhead. The certificate is issued to.SHA—MGAR CAPITAL.LL'C c/o.DANIEL,BUTTAFUOCO:owners of the aforesaid,property.. Authorized Signature �t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 PERMIT Under the Environmental Conservation Law: ECL 'Permittee and Facility Information Permit Issued To: 'Ticihtyr' DANIEL BUTTAFUOCO -.q.Fo`" :; .�� BUTTAFUOCO:PROLERTY 1.165 KIMBERLY IN _. ;`' 1165 KIMBERLY LANEJS,CTM 1000-70-13- 20.7 SOUTHOLD,NYi 11971 SOUTHOLD,NY 1197 Facility Aplilication Contact: ' R! S TDA nv( ;;s` LfhAR , :A !M4l: 72 BAYSIDE'DR `=< POINTLOOKOUT,NY 11569 (516) 897-2408 'I[;I', fr' :;;;;, 1:� ". Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: SOUTHOLD 1[r`acilty Principal Reference Point: NYT�M•-E: 7y117 135 lop 4547 84p8 lmi.. .`.G'..s'xl;.:,2"::.:•:: .•:.::;�La:. v:n:3L'S iS�+'.{c'F -»• -• y ituv'de: 4, 3'1.0-�.-- A a#c..-°.�w�2fudeY7 2024+54.�t'er ,*•`= Authorized Activity: Construct•ada,itions,.replace porKons of the:e:ijsting paced drweway;install drywells and dlamage_s14"-tMdtdres,�nc��relocate.the septic system all located more than 100 feet andv$ard of the w-etl-i bounclaiy(Mean High V a en),Yas shown on the attached plans preparedR•E�y Gerard E. IVIe ..er, last.revised 12/5/13 stain ed 'NYSDEC' oven on 12/19/I3 SAl' 1 09-012, Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID-•1-47.38-04.304/00001= •••_...,.; New 'Permit Effectve;Date,�12/2U/213�„.,,s, ;1Exptrahon Date:-.1°2/19/.2U18. 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 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, 1 1 790-3409 Authorized Signature: Date I L/ Z4/20/� Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 Distribution List TDA INC , Habitat-TW KEVIN A KISPERT Permit Components NATURAL RESOURCE-PERMIT, CONDITIONS 44 GENERAL C AND••I TIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site .tan 1-2/5/2016 =.1VA ,.RA . ISO CL+ PIi .I2MIrT=CONDTI�IONS Apply�to thegTollov�+,ing rliits: TIDAL.WETLANDS 1 Re&I'atod Activities Authorized By This`Pbi!hit This permit authorizes-6 _r lated .04lies/structures identified under the section Diseriptiop of Authorized Activity.NYSDEC does'dot as5u�e after-the-fact or as-built permits.This permit does not'ault torize actviti'es or legitimize the existence of structures,which would have required a permit but for which no permit or other autliorizatioti lias been graiiteil N1'SI?IC: \ 2 Conformance With Plans. All activities authorized by this permit must bel n strict conformance. with Glee approved''plans siibmtttecl by'tt e`ap licant'or applicant's`agent`'aspart of the permit'apphcat on: Such approved,plans7were�preparedsby,�.Gerard:E:.Meyer;:last:revised..1.2/..5/13-,,stamped:"NYSDEC Approved"'on 12/19/13. 3. Notice of Commencement At least 4.8 hours prior to commencement of the project,.the pennittee and contra&&shall..-sign and return'the top portion of the enclosed.notification-form certifying that they are fully aware of at tl•.understand:all terms and conditions of this permit. Within 30'days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 4. Post Permit Sign The permit 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 Amok NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Facility DEC ID 1-4738-04304 5. Failure to Meet Permit Conditions Failure of the.permittee 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 the project site. 6. Structure Must Be At Least 75 Feet Landward Of Wetland Boundary This permit authorizes the reconstruction or 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 from the wetland boundaiy;'are 7. Development.Restrictions, Reconstruction/restoration projects autliorizeti tby this permit must meet all of the applieabl6'ldevelopment restrictions of 6 NYCRR Part 661.6(a)(,1)'`(4, and(7): -The 75 foot-mjiriimum wetland setback requirement for all principal structures and all:.n water- dependent strd 6tures exceeding 100 square feet in area. -The 200/4-axinium:adjacent area coverage limitation for impervious structures and surface0k, -The ,7� foot minimum wetland setback requirement for all hard surface driveways,roads,parkng;areas and sii'nilar impervious surfaces exceeding 500 square feet in area. . 8. A;i'eA of Disturbance for Structures Disturbance to the natural vegetation or topography_sea,,vdfd of tle "Limits of Land Disturbance" as shown on the approved plans is prohibited. g. 'a'iii't.�176.fR:YJi�°'.9.w'1R.`tiiEVi:TY.r.Yl✓.S.S.iC�.'l.:i./:ti?=}�.Ci`:ii.•.kc-.`ii'1;.'�:+.. -`,-��i.,'I{':?_�`:.�V:v°1�r'�,•+�:�t'.at�=:H-?�•t'.�.tX: w4Z'-:'.'..'•.:�`s_a'.`.",5�.=7�':r��;.3 9. Straw Bales or 0tl lie;ate idal-1,Wetland, A row of staked straw bales or approvable erosion-control devices s>sa1112erplaccei.at the landwaidedge;of the buffer area or 75'linear feet from thetidal=we l boundary or as per the NYSDEC approveil'plan,prior to commencement of anyrr„egu ated activities a)d. -rem6in in place and in good, functional condition uiitiWlie project is com�letedvand all disturbed:areas:. are stabilized:with'vegetation. 10.Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposeiiror stockpiled for longbr than 48 hours shall be contained by a continuous line of staked haybales/si1t�� curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and ttUe'y wetland or protecied=vuffer-area:>.,-Tarps•are-authorized=to-supplement!tl ese.'approVed-methor 9—� S� .. "4'A!:5}.-�� ••a` � ..,`'::�f%,'.n. > . .::,`,1:{;'•``-1'ti_a :. <._..:�x''.'•.'::.'•;ri'V i i'-Sd�n"�{•'t�✓..{.. .:skr d.,b�n}� 11. VegetWate All Disturbed Areas The permittee-shall revegetate all exposed faces and disturbed areas Wprevent`soil erosion'prior to the project completion or expiration date of this permit;=whichever comes first. 12. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event.All drywells shall be located a r minimum of 75 feet landward of the tidal wetland boundary. 13. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. 14. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)at14_rem9ved to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 3 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 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 A a result of the permitted activities. 17. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 18. Driveway/Parking Area of.Peiwaous Material Portions,of drrveway;and parking areas shall be constructed of NY,SD]✓C approved ep rvious.materials as shown on the approved plans. 19. Concrete Leaciitte During construction,no wet or fresh concrete or leachate sliall be allowed to escape into any.v,.&lands or waters of New York State,nor shall washings from ready-mixed concrete trucks,rbikers&other devices be allowed to enter any wetland or waters. Only-waterLiglitor waterproof.,urns;shall be used. Wet concrete shall not be poured to displace water within'tlie,forms. 20.Tred,utions Against Contamination of Waters All necessary precautions shall be taken to Preclude,contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents; lubric iits:; epoxy coatings,paints,concrete, leachate or any other environmentally deleterious maferials ,assoc ted with the project. 'tit 21 State May Require Site Restoration If upon Ithe expiration or revocation of this permit,the E is_ .. pro�,ect l erel y��utl�o}ze ot been goln_Jeied tl era pIicant-shall, �l�oyt SU�epse,to Al State,;and to such extent and in such time and:manner as the Department ofEavironmevtal Conservation may lawfully requ r e,rerne'v ali:.dr ny�po n-of the uncompleted structure or fill and restore tt esit&f Its former condMon. No claim shall be inaaeragainst the State of New York on accouni,ofrany such remo:�'al or alteration. '` 22.;State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department.of Environmental Conservation it shall cause unreasonable obstruction to the free navigdtidA of said waters or flood flows or endanger the health,safety or welfare ofth People of tlie' State, or.~cause loss or destruction.:a ilie natural�resoumes -rdered::by'th6 :'Department to remove or alter the structural work,obstructions,or hazards caused thereby without '.. �,t'� ...r.; expense to�tlie Efate, and if,upon'the expiration or revocation of Il is perrriit,(hestructure,fill;`✓ excavation,'or other modification of the 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 the Department of Environmental Conservation may require, remove all or any 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 New York on account of any such removal or alteration. 23. State 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.may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 • Y AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 GENERAL CONDITIONS - Apply,to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the 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 401(3). The permittee shall provide:a person to accompany the D.epartmei?t's rep'resentafive during an inspection. to the permit area when teilhested by the Department. A copy of this:pe�ranii,including all referenced maps, drawings and special conditions;must be available for inspection'_l-Vthe:Department at all times at the project site or facility.'Failure to pro`duce,a copy of the permit upon request by a Department representative is a violation of this permit. z. Relatiiii sb p of this Permit to Other Department Orders and Determinations Unless ex re. y pi ovided6r by the Department, issuance of this permit does not modify,supersede or rescind'a_n�y,.:order ordeterhiinai ion previously issued by the Department or any of the terms, conditions-or requirements contained in such order or determination. `. 3.. .p icatious Far Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this pennit: Sucli apPliaatton'r epa'rtmen equires: Any renewal,modification;ov.l�ansfer granted by the Department must be in writing. Submission o , applicationsfo,�permit:renewal,inoifiaatgm or transfer are to be submitted to: • " 4. Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS !' SUNY:@ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790-3409 3L' 4. Submission of'Renewal-Application The perniittee.mvst submit arenewaI application abdeast 30 days laefore'perrriit°eapiratiori for tlie`foll'ofirig`peririit'authorizationst`Tidal Wet[antls: -:...v:'-�}�5 .'re.:. .•i.l:ii'::..'i:%::.:'.•-':^::r�:/.}ter/;::ss:::,)•:5;t•:.-..'.•:�.••..:: - .,^ .. .:..�.:. .-'.•: :'CS•'.):.:i,'-".:::'-,;:�, 5. Permit Modifications, Suspensions and Revocations by the Department The 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 permittee 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 ` AML dhoi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04304 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A:Permittee Ae-cepts-6gal'Responsibility and Agrees to Indemnifrca tone The permittee,.exeeptings"tate or federal agencies,expressly agrees to indemnify and ffild harmless the Department of Environ&ental Conservation of the State of New York,its.fepresentatives'e ployees,, and agents("DEC! 1or all claims, suits,actions, and damages,to the extent attributable to tht permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or:oporaf6n and maintenance of,the facility or facilities authorized by the permit whether in- compliance.OF-not in compliance with the terms and conditions of the permit. This inde.miii cationkdoes not extend'to any. claims,suits, actions, or damages to the extent attributable to DEC's own negligent or inCentional`ats'or omissions, or to any claims, suits,or actions naming the DEC and arising under h Article:78othe New York Civil Practice Laws and Rules or any citizen suit or civil rights provision ; under federal or state laws. Item-ij, er-rirrttee's Contractors to Carnal 1tIi-Permit t ixav;'nA-W.'s�'W.W}"�3 •".'�• Y}+S x.+ta.L"5'Y�sn'111ti"�u9t�.•Y:S++'1 ,4�.:'tS.Ct 'F?:s2vAS�' Fa^'xkr:73ts'[Sxa:a i, The permittce is responsible for-informing its'mdepen ent contractors;.employees;agents and'ass�gns of their respori__sibilttoicorriply'��rih this permit, including all special conditions while acting as thea.xy permittee's ago with respect to the pen nitied�activtties- and such persons shall be subject tOilie same sanctions'fo!<•violations of the Environmental G6hservat16n Law as those prekribi-d�for the permittee. Item • ermrttee Responsible for Obtaining Other Required Permits The pentiittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. r Item D NoRight torespass:,on:Interfere with Riparian Rrghts : ,x v�w �at This pei-mit'does not convey to.the permittee any rrght to,irespass upon`the lands arVmterfere with the riparian rights of others:iri:order to perEorrn the permitted work nor does it authgrrze the imp a rmei t'of anyxights,title,'gr interest in real or personal property held or vested in a person not a party to th'e permit. Page 6 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL_ CONSERVATION Division of Environmental Permits,Region 1 SUNY--V,Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 I F;(631)444-0360 ti+nv:y dec.ny.gov 111111111 1 II/�� DEC 2 1,2022 PERMIT MODIFICATION BUILDINGOW. July 1, 2019 10V*0FSOUTWLD r • 1 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). Ithas 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/l/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_Moor e,.Es9 ttEwvoRK Departmentof STATE Of oeooarur+nr Environmental Conservation SifEtlL,�`© BUILDING DEPARTMENT- Electrical Inspector Gym TOWN OF SOUTHOLD a Town Hall Annex- 54375 Main Road - PO Box 1179 y ,►� Southold, New York 11971-0959 �� apt Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov- seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 17I Company Name:�k)fuJ aGF, C l c!d<< C 0 -C L ) Electrician's Name: 1�33�)r-� i I License No.: q5/, Elec. email: C.��h 60v o 'Je Elec. Phone No:Sib 363 C L1 o NI request an email copy of Certi cate of Compliance Elec. Address.: $ 6 1-_JcC0r_ 0-C, ONA-� N JOB SITE INFORMATION (All Information Required) Name: c, ,,,J-- f �� Address: Cross Street: Phone No.: Bldg.Permit#: V9 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ZN YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 7 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �P -vt- qS, q design groupI S kAA Afuv- Uce W'-� 4v C4. DEC TOWNOFSOOMM cY J -�E- Cc�5o� 9pvw �(�a &at'T v7 t Lb ny- l Vu,� w��r. tr t �iwcev� (� 4� 6P.S'eav�aldrovP .cA:(' , q design group � W1AR i'3 2023 auLLUn+ttpUE . ED hCrIN f1PG01177 Kj1b IS 6z .4*:`�&.601 k4. V / Tes.' r tc� �k 48q�fq Mejia, Evelin From: Vincent Quartararo <Vincent@qdesigngroup.us> Sent: Monday, October 21, 2024 3:49 PM To: Mejia, Evelin Subject: permit extension request#48949 Hello Evelin, Thank you for your time on the phone today. As discussed,please accept this email as our formal request to extend the permit#48949 for 6 months. Thank you much. c Best regards, Vincent Quartararo q design group.us 631-317-7740/cell 631-209-2010/office 631-209-2022/fax vincent@qdesigngroup.us gdesigngroup.us ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i 1 PRELIMNARY PLANT LIST PREL"INARY PLANT LIST KEY OF GRAPHIC 51`i,WL5 PLANTING NOTES •ti TIPr V II FI OESIb�E.i OP ANY v19GRfmm T BEiYEfll PLMT LIST STM OTT SIZE BOTANICAL NdME LO•A•1W NAME 61Tt OIT SIZE BOTANICAL NAME COMMON NAME Arm/oR eerr�el PLAv Ara sere cONDmaNs PRIOR TO—,T OF e ® 2 10-12' Lage.evoemla CRAPE MTRFLE ® 19 3 GAL. 5o11dag0 ee F,e Irems GOLDENROD'Golden Fleece' O Bou ccaz �� YYORK p j 4 5-10' G LOnerla LRTPTOMERIA 00 I—LAt�x.._DF516N�of AM'EL9STIMIOIts RrLOMEMDPD—TO redleaue Q IS 24-30° Mf—biota decueeata SIBERIAN CYPRESS OD ara¢rwwe ANY PA911rYs cataRbNS OR AVNU&utt OF MATEWAL NOnPY to y LAraJ^lAFE DE+IbNHt WE:N MATERIAL IB ONBIre FOR QIALItt MSPEOTION. /� 5 8'-10' PleeD glaueD COLORADO BLUE 11 3 GAL Rose vir IrIONO WILD ROSE ITI1II?11�II ,�asen a sme DESIGNER Atm/oR PROPERtt owER IUVE TI@ ABILITY TO REdLT AAY y \✓ SPRUCE 9 �II I I rMiHiIAL TRAT Is MnEFAOTORY. 1 O IS 30•-36° ANT14US 92 1 GAL. 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SPIREA IS 2 GAL Shclzodrp6an ecop=i- LITTLE BL UEST01 Tie Blues' mare +ram •ALL iREE5 O.'ER BS•cI•L oR B'IN te]bNT ATe-TO REYAVE STAKES vuTx Is ABLES Ata Y>trf PoREs IJFFICIEM i0 ENSURE fROPER ANG1b.RINb. 8 24-30° BuKUB WINTERGREEN Q �oec�ilu:.TP¢ •FLAMING Mix TO EB PREPARED OF 9 PARTS SGREDED TOPSOIL I PACT 3 30.36° BOXUIOOD FEni Moss Aw I LH STARTER FERLiLNER SI08 PER Gl.1D.W MI% I CGAL TBDI1 MISC.PERENNIALS/ORNAMENTALco L GRASSE5T smamores tt—TnOa Ra t e ewOr cO_. .•1.ASA2LNLRLLDU PVBE Mf>W�A l aTm IE AFSH AcexREENo NATsINOMr rm M.oB.�EOB eEleDP�ri.oAREP T rEvD RF�AO,iR-mQE e DPA R4,w ONr fNi�R AFTE EP,DNw. ta 3DrEmE/P�F OslRs Geauv®l • 25)2!GAL LITTLE BLUE STEM 1 C___-__________ 1 GAL.BEAR5ERRY 1 ; I )24L50°SIBERIAN G7PRE55 t i 14)5 GAL 5AITCH6RA55 t ❑❑❑❑LU-LH I I Ml T)5 ROSE ___ - 1 t DO 20)2 GAL LITTLE BLUE STEM Z O 4 4 Q III % 5)24-'50"51BERIAN CYPRESS Q (5)5 GAL R05 p Ij III 'I O 5)I GAL.BEARBERRY t D '^ PROPOSED NON + JJU Q Z TURF BUFFER 14)5 GAL SAITCH6RA55 jt III AVERAGING 20 Lu -1 J D I[III I! OF WIDTH (L O W t II I )3GAL GOLDENROD Q vIfl u11 ,jI' ❑❑ z in" J tl _�II j I) I I III � YI 1 \�'I I)30-3 °BOXJ100D )3GAL - (2)24- °BOXW= - GOLDENROD t .1 11II, 12)5 GAL (3)5 GAL. D I ?? FIII r ;III 1: ! SAITCHGRASS (A gl (T)30-36 III 5PIREA 1 III III 24-30° It OSMANTHU6 III III PROPOSED CYFlIZ AN (3)5 GAL.SPIRE POOL II III' f GYFRES -dI EQUIPMENT P 11t ` LLrrrJJJVVV.JJJ APPRO\ t (3)30-36°OSMANTHUS il.i I III ''"T1 ® )5 1 III I I Ilf II I' 11LJ NUARD OF I:U Sej� ROSETOWN OF Uf 1 - D r a•w D `. w'O•1•. 1)30-36°BOXJK/0D tt\ - DATEM&1t18 z m- F p�p� (2)24-30°602NbOD tt SHED LOCATION tt (2J 10-12 !- "_. (\�\\ 2 GRAPE M7RTLE 2 t= _ =�0 2)24-30°BOXIIA�OD O ww-.xw%r lre.rA )3GAL 30-36" 30-36" = GOLDENROD OSMANTHU5 1 05MANTHUS (IS)I GAL. 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I b•YUOE S^A 6EiLR.TP. Q' r PROPOS`-iJ - I POOL 9n3A�J I Xbb• I S9 �9jF FNfA1�Pk 4pf MAW PtcoR�c TµLm I I .. I I H sEe nsTaL+.ss I '/'`:••.Y;j- �T�ill_�L_ i u•wJxsTare cwn�s.xP. .. J�IF1L �wAL Man vRanc P =1I L—I POOL/4'=SECTION 5-6 SCALE,11'-OLL ° T III "eAORur"Meo�o`�,N'�Rv+ce r�•TO MASTE flLTER SMrW TOC¢ — —O _ »pOp91 CayaYiE I . I—_ — SPA HATER JEVPI- ea JO,Block I3,lOt ZO.T xJUR Ara I,NT smA�wst LOMPAaT swsRA,s. _ f-��I III I1�I�� L-1��I�� •E�sra�eaFlns.TYP. �'�oR c�a.1CRF'EieWM�L FFw'nrs I I I 11='IC'��I CJI��II��IL�I (31+3 Wvil.Wana f`I.EASE NOTE. (OPn Poy B¢dM fix:e AlJP05gHT9t P� S..•r.¢ os.n SCA VAULTWALL DETAIL Sb LE:I'=1'-0' - 4 n oL¢ATAI van EL�TfaLPaoLIEA,ER Po�L _ IIE �ALT�RAOE. _ m PvaL n�rroL ravE.a -��=1 I I�I T I I—I I�I - eoxi� scare��i+w•-m I� o.< osJ•sm �ECEIVEDR-11 Pool vwTmPes 9 POOL PIPING SCHEMATIC AND WATER TREATMENT DETAIL =MAMORARas e `�` I:^:•t r,r- s-b SCALE:WT. se SSGPA E:D9 BTAI-0 S -II -1 A)SDEC LOT COVERAGE PER DEC PERMIT#1-4738-04304/0001 MAP OF NUPLAND AREA = 45,000 SQ.FT. LOT 7 EXISTING: 'PARADISE BY THE HOUSE, DECK, STOOP W/STEPS = 5,763 SQ.FT: FILED NOV 4, 1976 FILE • CONC. PADS = 68 SQ.FT. a.t SO UTHOL� NECK ROAD 5,831145,000 = 12.96X PINE TOWN .OF SOUTI. PROPOSED: 117 Ull•FO,L:I, COUNT 1 HOUSE, DECK,. & STOOP W/STEPS = 5,426 SQ.FT. 1000-70 13 20.E R`?5 PAT70 = 1,668 SQ.FT: SCALE. V--40' �•3 00, POOL = 960 sQ.FT. „ `Z?), k CONC. PADS = 68 SO.FT. SEPT. 15, 1987 8192 FT. JUNE 11� f993;(FINAL, 8,122/45,000 = 18.05X OCT. 4,: 993(DECK) LOT © = APR1L; 7,, 017 APRIL 24, -2017 .(PROP Pi MAY 25, 2017 REVISIOA 345.801 JUNE 6, 2017 (REVISIOA POOL- wrHLr�'� _ ,.Zo:6 OCTOBER 25, 2 VISi Ea�IP• _ — 7.eH \ ' SEPTEMBER 19, 2018 (DEC LO; EL.10.8 ', 7.8 ' \W�. N64.22'20`E _ Woao.Wrul,�o ' MAY 7, 2019 (DEC LOT COI JUNE 6, 2019 (LOT COVERAGE STOPE. ,� EL115. GOl LUM EL10.7 I 3 \ V O W. F ° �' a 3 EL 11.2 .k4 5Q M " \ Y t6.2 .EL9.8 p¢1VEW A c US �RAVEV 75.gA 8' # z \ oxol GATE' i'009• � B ; LR FIt1 F FLpb I tt5 �\ 2 5TY FR. m 1. EL s.5 ZONE AE �\ O y 4 TONE < 225' HouS - 5 �+ L+0 GAL FITi FLR a ., ZONE X 0, , ` (EL. 6 � 20• FIX 5 L.0yja MCA5 M / GA IT. {' XEL12.0 �{ pEGX—T r4 LOT ATE "PA 7- TIO t .0 6ATE _ �O�•J x PROP05ED - -(TO'1dHtYM) ` . EL•8.8 POOL P001. a� x \ r �• �. ©�- .. ooL FOR EL.s.s 7�H, \ N v'S D E C 7o'r� �;P ROB/ED AS PER TEF E��y x I IDFINITY EDGE Ei:7.e 7 EL.2.o AND d�ONDiIIONS.O � � 1 I o rss wuL b< ELs.7 '�ERb NJ x ., A)f 1- i SLR W°J' Cen_xt' P EL.6.5 tl. 354.32� DAT J3 <.I 1 WIRE FESBLE 035. '�o 0"f% w� sTo►�C�, _ oPoy� �it� x gGOI,Lu1,1 LfS. � OF NAYf�AL.Es; Dox i - - LOT ® � i,►_ ,,r .` FLOOD ZONE FROM FIRM 36103C0166H , - s,,-Ef.�c``�- •,; Map Effective Date. September 25, 2009 { ELEVATIONS ARE REFERENCED TO NA VD 88 ' f ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE PEC �1 CI s EQR$p NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL AREA -,= 53,317 SQ. FT. (631)N, 2e')EAX (6„ CER71FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID or 2.295 :'ACRES TO TIE LINE P.O. BOX 909 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET r SOU7NOLD. N.Y. 11.971 I LOT COVERAGE NYSDEC-LOT COVERAGE MAP OF N UPLAND AREA = 41,893 sq.ft. PER DEC PERMIT#1-4738-04304/0001 LOT 7 EXlS71NG UPLAND AREA = 45,000 SQ.FT. HOUSE, PORCH & DECK = 4944 sq.ft. EXIS7INQ. 'PARADISE BY THE BA r 4944/41,893 - 11.9X HOUSE, DECK, STOOP W/S7FPS = 5,765 SQ.FT. FILED NOV. 4, 1976 ,FILE NO. 6463 PER CONC. PADS PERVIOUS DRIVEWAY = 6,244 SQ.FT. NECK RDAD = 68 SQ FT. at SO UTHOLD PINE 12,07.5 12,075145,000 = 26.8X TOWN OF ,SOUTHOLD SUFFOLK COUNTY, N. Y 1000-70 13 20.7 ,�9500• SCALE.- V-40' 2)' SEPT, 15, 1987 JUNE 11, 1993 FlNAL) 6 OCT. 4, 1993 (DECK) LOT APRIL 7, 2017 p APRIL 24, 2017 (PROP. POOL) _ 345.6of MAY 25, 2017 (REVISIONS) 2o:s JUNE 6, 2017 (REVISIONS) POOL ► Llw,FED s OCTOBER 25, 2017 (REVISIONS) Na4.22'20"E WOO() ww- °-10'e �77.8 N • SEPTEMBER 19, 2018 (DEC LOT COVERAGE) WWI UNM N� MAY 7, 2019 (DEC LOT COVERAGE) SGpl1a1N Fy11.5 t Ba 5� " "V� O . FEBRUARY 28, 2022 33W. •U�5� RNEELY1d1A.2 -,vote Y j too tea Sttm 0 wo• C,? ,NJ raV0.4 . 7 D�� 5.8 � L-5FL• �g FRL fl R d-IDD 2 S?Y FR I. a.9.5 day AE O ZONE % I 2z5 rut 0-24 ZGNE "�(" any IEL. 6 FEETI Off; 1-• TEST HOLE DATA 90 L pp�11NG a Qil � � 10/0a/15 TD.FIR _ LOWQ OEM � , \ t 4 wD• `X ^, EL12° EL 7.3 MIXED SAND AND LOAM 1b• E1a51 c 1• BROWN SILTY SAND SW \ � � `° � cn •� 3 . r'L \ �, LOT O N 21. • 21.s' a3 Q �` ' N PALE BROWN RNE 70 MEDIUM SAND SP \� �g p 9D S1R f` s d 7.0 't� y E .4.1 �y Q' 40 . EL.a4 69 WATER/N PALE BROWN \'� c S / /&* T "4 B. RNE 70 MEDIUM SAND SP EL 1.Sp" 7 fy Tye, 90t1 WATER /N PALE BROWN RNE SAND SP w y/OF �1 Ls EL �� { . wNL`� Fy7.8 F1.2 0 . L SF.1- — s� �► 1r ® = WELL �t �'� '� �c�� , � ��N. �s tz s.7 �� O = WATER VALVE any �ns� ry 12.2 °Ew w. W w• N07E2 WATER ENCWN7ERED 6.9'eErow SURFACE = TEST HOLE P� On5'0n A exr-� wu�E FF?K.E o� o. a.71 t� a_s.5 354.32 �n5 ' I N St old tts. w1a, NEW YOgk . .. • = REBAR i� nox 2Aw. r784'2220 W ��oy �,MEQFg LOT a .�. . ■ = MONUMENT CA c ` FLOOD ZONE FROM FIRM 36103CO166H Map Effective Date. September 25, 2009 N No. ELEVA77ONS ARE REFERENCED TO NAVD 88 N.Y.S L/C. NO. 49618 . i .Y.S. UC. NO. 051132-01 ANY AL7ERA710N OR AD0171ON TO THIS SURVEY 1S A WOLA77ON OF SECTION 7209OF THE AREA = 53,317 SO. FT. PECONIC SURVEYORS, P.C. NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL (631) 765-5020 FAX (631) 765-1797 CER77RCA77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID or 2.295 ACRES TO TIE LINE P.O. BOX 909 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE 1230 7RAVELER STREET APPEARS HEREON. SOU7HOLD, N.Y. 11971 8!ry— /ry 28 i V-6" 46'-0" GENERAL NOTES „ 2,_2" X, 5'-0" 1' „ 39'-0" .04 1. SCOPE Of WORK: THIS PLAN IS PREPARED STRICTLY FOR THE CONSTRUCTION OF THE REINFORCED CONCRETE T ,� POOL WALLS AND FOUNDATION. FOR All OTHER ELEMENTS RELATED TO THE SITE DEVELOPMENT AND SLAG E TEST 7J>lt.l'RML INC. 30'-0" 1' 8'-0" e CONSTRUCTION OF THE POOL, REFER TO PLANS PREPARED BY Q DESIGN GROURUS DATED JANUARY 3, 2022. r�- ---- --,j 2. SUBSURFACE ENGINEERING (SSE) SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, Subsurface Soils & Foundation Explorations OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTOR'S EMPLOYEES; 0 1 OR FOR `HE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT II I I L-___________ __ ------------------------------- -- -------------------- -�j DOCUMENTS. , - P.O.Box 64,Kings Park,Long Island,New York 11754•(631)269-7930 info@slacketestboring.com 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR INSTALLATION OF ALL UTILITIES. . ', ., 0- 0-- � BENCH j j CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL REQUIREMENTS FOR THE PRECONSTRUCTION OF ANY `` ' I I Lj '� ; SANITARY SYSTEM FROM ALL GOVERNING AGENCIES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF All - THE UTILITY OR MUNICIPAL AGENCY HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE THE REQUIRED UTILITY I n AND MUNICIPAL INSPECTIONS. I I j j 8'X8' = 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY TO REMOVE ANY Date: September 28, 2023 I I I I PROP. 1 1 EXCAVATED MATERIALS. I i i i SPA ; ; 00 5. ALL FILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% OF THE MAXIMUM DENSITY AT THE OPTIMUM Client: Daniel Buttafuoco Temperature: 60°F MOISTURE CONTENT, AS DETERMINED BY THE MODIFIED PROCTOR TEST. II 1 t W j j I ¢ 1 o I I 6. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION. J 16'X46' i i Job Number: 23-354 Boring Number: 1 Depth of Boring: 25 Feet 1 o I m t I I o 7. ANY UTILITIES REQUIRED TO BE REMOVED/RELOCATED DUE TO THE INSTALLATION OF REQUIRED IMPROVEMENTS I j I Z PROPOSED POOL I I SHALL BE DONE AT THE EXPENSE OF THE OWNER/APPLICANT/DEVELOPER. N ; o ; Z " T Job Location: 1165 Kimberly Drive, Southold NY 11971 8. UNSUITABLE MATERIAL., AS DEFINED IN SECTION 203 OF N.Y.S.D.O.T. STANDARD SPECIFICATIONS EDITION, UNDER 1 I I j PAVEMENT, WALKS AND CONCRETE SLABS SHALL BE REMOVED AND REPLACED WITH SELECT GRANULAR MATERIAL.. S CL i DUAL MAIN DRAINS I I I 1 W/STRAINER (VGB SAFETY i I 9. SELECT GRANULAR MATERIAL SHALL BE AS DEFINED IN SECTION 203 OF THE N.Y.S.D.O.T. STANDARD Water Level: 5.8 Feet Below Ground Surface at 8:05AM I I SPECIFICATIONS. I ACT APPROVED DRAINS) I I 10. COMPACTION SHALL CONFORM TO N.Y.S.D.O.T. SECTION 203. Vicinity Recorded High Tide: 10:35AM Low Tide: 4:33AM A U A ,? 1 1 11. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE Drilling Method: Geoprobe m DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES 12. THE CONTRACTORS ATTENTION SHALL BE DIRECTED TO THE SOIL BORINGS PROVIDED ON THIS DRAWING. Depth Classification of Soil 30" Blows Penetration I I I SPECIFICALLY TO DOCUMENTED DEPTH TO GROUNDWATER AND THE ANTICIPATED TIDAL INFLUENCE. IT IS LIKELY THAT Sample of$ oon in DE-WATERING WILL BE REQUIRED TO INSTALL THE POOL. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL PERMITS P P I II j r----------------- ----------------------------- ------------------------ ---------------------- ---------------- -- ------ RELATED TO DE-WATERING. •l I I , ,,, �---------- - To From Spoon Inches I 1 �i i 34'-7" 13. THE PNEUMATICALLY APPLIED CONCRETE (GUNITE) SHALL BE A 1.4 MIX WITH A MAXIMUM OF 5.5 GALLONS OF Ground 2' Dark Brown and Pale Brown Fine Silty Same Size Sands with 5-4-4-6 24" _ _ WATER PER SACK OF CONCRETE. Surface Organics(Roots)and Trace Fine to Small Gravel.(SM) L ----- - Sample#1 @ 0'to 2' 14. THE REINFORCING STEEL SHALL BE GRADE 60 BILLET STEEL WITH THE MINIMUM LAP OF 30 BAR DIAMETER. 2' 4' Pale Brown Fine Silty Same Size Sands with Trace Fine to Small 5-5-5-4 24 3'-6" 7'-0" 11'-4" 9'-8" 9'-0" 6'-8" °-2' " Gravel.(SM) Sample#2 @ 2'to 4' SEE ARCHITECTURAL PLANS FOR 4' 6' Light Brown Fine to Medium Mix Size Sands with Trace Fine to 8-6-9-10 24" POOL COVER VAULT DETAILS Small Gravel.p00L PLAN Sample#3 @ 4S )to 6' SCALE: 1/4"=1'-0" 6' 8' Light Brown Fine to Coarse Mix Size Sands with Some Fine to 6-10-11-10 24" Small Gravel.(SW) Sample#4 @ 6'to 8' 8' 10, Pale Brown Lean Silty Clays Mixed with Very Fine Same Size 6-9-9-8 24" SEE ARCHITECTURAL PLANS FOR Sands with No Gravel into Mostly Very Fine Silty Same Size POOL COVER VAULT DETAILS '-0" 8'-0" Sands with Some Clean Very Fine Same Size Sands and No COMPOSITE DECK FLOOR Gravel. (CL/SM) POOL COVER VAULT = o Sample#5 @ 8'to10' TANNING LEDGE 12" WIDE POOL BLUESTONE BORDER - 10, 12' Light Brown Fine to Medium Mix Size Sands with Trace Fine to 5-4-4-4 24" Small Gravel.(SW) -- _ do Sample#6 @ 10'to 12' T 12' 17' Light Brown Very Fine Same Size Sands with Trace Fine Gravel. 2-2-3-4 24" #4 CONT. NOSING I Do (SP) , , I Sample#7 @ 15 to 17 N BAR AT STEP , N 16 X46 EDGE, TYP. OF 2 I 1 N 18" WIDE SPA BENCH, TYP. PROPOSED - ' POOL _ � i� 1 = 00 STEPS, (TYP.) / 1 i B 89-01*X8'-0" 10 #4 CONT. NOSING BAR AT '� --- -- -- -- ---I SPA STEP EDGE, TYP., OF 3 DO o WALL/ FLOOR AS DETAILED SEE POOL WALL DETAIL SLACKS TESL"` BOO N,(!,y ERIC. ON THIS SHEET FOR 12" BLUESTONE COPING, TYP. #4 @ 10" O.C. EACH WAY ADDITIONAL INFORMATION �� Subsurface Soils & Foundation Explorations a DUAL MAIN DRAINS o I C`' r•-, P.O.Box 64,Kings Park,Long Island,New York 11754•(631)269-7930•info@slacketestboring.com slacketestboring.com N SECTION A-A BENCH ..; 0) SCALE: 1/4"=1'-0" o \ N TE: 1. POOL SLAB SHALL BEAR ON UNDISTURBED SOIL. 17' 22' Light Brown Fine to Medium Mix Size Sands with Some Fine to 4-4-4-5 24" 2. UNSUITABLE MATERIAL ENCOUNTERED DURING EXCAVATION SHALL Small Gravel.(SW) BE OVER EXCAVATED AND BACKFILLED WITH J" CRUSHED STONE SPA PLAN Sample#8 @ 20'to 22' OR WELL GRADED SAND AND GRAVEL IN ACCORDANCE WITH THE 22' 25' Light Brown Fine to Coarse Mix Size Sands with Some Fine to 3-4-5-5 24" N GENERAL NOTES. SCALE: 3/8"=1'-0" Small Gravel.(SW) o Sample#9 @ 23'to 25' CL 3. ALL CONCRETE SHALL BE PLACED AS MONOLITHIC POUR. END OF BORING 25'0" „ „ » SPA WATER LEVEL 1 -2 1 -2 6 -0 8 -0 10" 12" BLUESTONE COPING, TYP. a 12" BLUE STONE COPING 1'-6" 5'-0" "1'-6 ECK ASSEMBLY. SEE (2)-#3 CONTINUOUS DECK DRAWINGS ON S-5 ® POOL BEAM 0 0 = E ! 2)-#3 CONTINUOUS POOL 3,500PS1 CONCRETE SOIL BORING NOTES 2 © POOL BEAM M D #4 @ 10" O.C. EACH WAY 0 3,50OPSI CONCRETE I j� (TYP) SOIL BORING COMPLETED BY SLACKE TEST BORING ON SEPTEMBER 28. 2023 I 4" 1. WATER LEVELS SHOWN ARE THOSE MEASURED ON THE DATE INDICATED AND MAY OR MAY NOT BE ORM BY "STEELTEX", COMPACT SUBGRADE & EFFECTIVE OF DAILY OR SEASONAL VARIATIONS IN THE GROUNDWATER LEVEL. W I "MASONITE" OR s/8" _ PROVIDE FORMWORK FOR PLYWOOD b CONCRETE WALL POUR 2. THE BORING RESULTS REPRESENT SUB-SURFACE CONDITIONS AT THE BORING LOCATION ONLY AND ARE Q I NOT NECESSARILY REPRESENTATIVE OF CONDITIONS AT OTHER LOCATIONS. i I EACH WAYO C #4 CONT. NOSING BAR AT SEAT EDGE rL ° ( 8" ------,__-COMPACT SUBGRADE & 1 ' PROVIDE FORMWORK FOR CONCRETE WALL POUR m 1 01/09/24 DH MODIFY POOL DEPTH AND SLAB THICKNESS 4 CONT. NOSING BAR AT SECTION B-B REV DATE CHK DESCRIPTION STEP EDGE, TYP. OF 2 SCALE: 3/8"=l'-O" R E V I S I 0 N S E OWNER / APPLICANT. LO 1165 KIM ERLYUOCO DRIVE POOL FOUNDATION PLAN SOUTHOLD. NY 11971 I N M 1165 KIMBERLY LANE N M o LOCATED IN i NOTE,- OF NEL,L,y SOUTHOLD a �P \eLHU O.Q TOWN OF SOUTIIOLD, SIJFFOLK COUNTY, NEW YORK > 1. WALL SHALL BEAR ON UNDISTURBED SOIL. *� oPa SCTM # 1000-70-13-20.7 0 2. ALL CONCRETE SHALL BE PLACED AS MONOLITHIC POUR. W ....�.... _ M t r c o s a e e°r e• I 1os mAXESS ROAD. CL POOL WALL DETAIL N� . - � :�� SUITE124 i O 103701-�1 �� ` �Engheerhg (6M 980-3912 M 47 SCALE: 3/4"=1'-0" '0,4 f, �FES S1O ii LICENSE N0. 103701 DRAWN BY: CHECKED BY: SCALE DWG NO. NY I.ICF. DA HURLEY, F.E. D. BURLEY I1. SONNENBERG AS NOTED POOL-01 Z THESE DOCUMENTS ARE INSUFFICIENT FOR DATE: DATE: PROJECT NO. SHEET NO. Z Qn CONSTRUCTION NITHOUT THE SEAL AND K SIGNATURE OF THE ENGINEER OF RECORD 1 1-21-2Q23 1 1-22-2023 23-1 1 5 1 OF 1 ov fi 7 Ht,fRdV, ' FROJEGT INFORMATION DRAWING I f� �1DEX GORE I Nl-ORMAT I ON � Minimum Uniformly Distributed Live Loade7oble R501.5 `� w•f - .., "fr, �� N DRAWING 2020 Residential Code of New York State (publication date: November 201q) <�`` ` .Harpers Poiht' STATE NEW YORK DRAWING NAME P �f o ER 2020 Building Code of New York State (publication date: November 201q) USE LIVE LOAD DEAD LOAD " ,5' 7 COUNTY SUFFOLK COUNTY 5-I T 2020 Plumbing Code of New York State (publication date: November 201q) - TOWN C° °-0 TOWN OF SOUTHOLD x 2020 Mechanical Code of New York State (publication date: November 201q) Exterior Balconies 40 sf' 10 sf SOUTHOLD 1 Cr GRADING AND DRAINAGE PLAN 2020 Fuel Gas Code of New York State (publication date: November 20141) p p �Nr. _ 51TUATED IN PLAN 2020 Fire Code of New York State (publication date: November 201q) Decks 40 psf 10 psf q,,*r any ., s OWNER BUTTAFUOGO � :° a 5-4 AI 5 2020 Property Maintenance Code of Ni York State (publication date: November 201q) I yofkrr cmek Rr _ •rtck Y�ree�. _ 'i l ' ,4DDRE55 1165 K I MBERLY DR., DECK DRAWINGS 2020 Existing Building Gode of New York State (publication date: November 201q Passenger Vehicie Garages 50 psf as per plan �( . ,•_ w ..,, i 6 `!3 5 t b�. m •5 2020 EnergyConservation Construction Code of New York State (publication date: November 201q) - ; ! -r x %f SOUTHOLD, NY k a p x ATTICS without Storage 10 psf 10 psf �SOUTHOL'D. ULF aid x o S-6 POOL DRAWINGS 2016 ed(tion of the Energy Standard For Buildings Except Low-Rise Residential Buildings ('ASHRAE q0.1-2016) g p p p;oeNf` w� i� ZONING INFORMATION R-40 ICC A11 1.1-200q Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign y$ ATTICS with Storage 20 psf 10 psf White Blossom House o �� I t9y= SECTION 70 BLOCK t3co TABLE R501.20) ROOMS other than sleeping roon5 40 psf 10 psf �, LOT CLIMATIC, AND GEOGRAFHIG DESIGN CRITERIA Sleeping Rooms 30 psf l0 psf lie 5- gut"" r�s 20'7 O CusfuAve P15TRICT s v�r Goose Creek Bead. . _ 1000 WIND DE516N SUBJECT TO DAMAGE FROM Stairs 40 psf 10 OCCUPANCY GLASS RES. 51NGLE FAMILY RESIDENCE y-T WIND ICE SHIELD LIMIT OF no Farms - _. °a ry vJ GROUND SPECIAL SEISMIC WINTER NDERLA"e MODERATE AIR MEAN Guardrails and Handrails 200 psf 10 psf �vrc.va ° n - t ,•.;. �_ LOT AREA AREA = 53,31"i SQ.FT. OR 2.2g5 ACRES TOPOGRAPHICAL BORNE FLOOD a r—{ SNOW SPEED (MPH) WIND DESIGN FROST LINE DE516N MENT NAVE FREEZING ANNUAL l - EFf=EGTS DEBR15 WEATHERING TERMITE HAZARDS ROOFS : a ,_ ��° DESIGNER: Q DESIGN GROUP yT LOAD REGION ZONE CATEGORY DEPTH TEMP REQUIRED ACTION INDEX TEMP ri-n slupy",� ose° U) MODERATE TO Flat or rise less than 4 Inches 16 psf n� "y�? �'roriic�`3 PO BOX 33 -� 20 psf 140 NO NO NO B SEVERE 3 FEET; HEAVY II YES NA NA 61a 52.1 DEG. per foot 0:3) .; SAOAPONACK, NY IIg62 Rise 4 inches per ft. less than 1� 12 psf 10 psf =HONE: (631)-20q-2010 MANUAL J DESIGN CRITERIA inches per ft. 2 VICINITY MAP o S-I SCALE:N.T.S. a ALTITUDE HEATING DESIGN ° INTERIOR DESIGN N ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE TEMPERATURE }� TEMPERATURE o lJ FACTOR DIFFERENCE COOLING Compliance Statement: 40' N 12.5 DEG 54 DEG 1 70' '75, (DB (03, Na) 57.5 The proposed building design described here is consistent with the TEST HOLE DATA + building plans, specifications, and other calculations submitted with the o CODLING permit application. The proposed building has been designed to meet ZONING REQUIREMENTS: N WIND VELOCITY WIND VELOCITY COINCIDENT NET the 201a IECC rei uirements In R_5check and to Comply with the 1%8/15 0 TEMPERATURE Hl:_ATIN6 COOLING BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMiDIY p y " DIFFERENCE mandatory requirements listed in the REScheck Inspection Checklist. EL.7.3' MIXED SAND AND LOAM LOT AREA co Cl15 7.5 71.5 30% 45-55% 10- BROWN SILTY SAND SM (from west property line to the tieline) ................55,517 5c�.ft. M 3' GENERAL NOTES: LOT AREA PALE BROWN FINE TO MEDIUM SAND SP (from west property line to ex. bulkheat).............41,546 5c[.ft. • DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SiTE, IF DISCREPANCIES OR iNCON5157ENCY EXIST, SURVEYED LINES, EASMEN75, BURIED UNFORSEENS; EL a4' 6.9' CONTRACTOR MU57 NOTIFY Q DESIGN GROUP IMMEDIATELY AND/OR THROUGHOUT THE PROJECT. WATER IN PALE BROWN o FINE TO MEDIUM SAND SP ALLOWABLE LOT GOVERASE 20/0...........................8,36a sGj.ft. • CONTRACTOR SHALL GUARANTEE ALL WORK AND IS 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 IS RESPONSIBLE 8' FOR CORRECTIONS TO PLAN THAT ARE NECESSARY, AND CLEARED BY Q.D.6 ; WORK IS TO BE COMPLETED IN THE BEST STANDARDS OF BUILDING PRACTICE. LOT GOVER66E: • ALL CONTRACTORS ARE 'TO GLEAN UP THEIR WORK AREA DAILY AND POLICE THE SITE OF ANY GARBAGE AND DEBRIS RE6ARDLE55 OF OWNERSHIP. AND TO CONTINUE TO MAINTAIN A PROFESSIONAL LOOK TO THEIR TRUCKS, STAGED WATER IN PALE BROWN RNE SAND SP AREAS AND PERSONAL SELF. LABORS SHOULD BE UNIFORMED AND MU510 SHALL BE KEPT TO A MINIMUM. SMOKING WILL BE PROHIBITED UNLE55 CLEARED WITH Q.D.G.. EXI5TIN5 HOUSE, COVERED ROOFS 1T W/ RAISED DEGKS..........................•......................B,418sc�.ft. • NO WORK SHALL COMMENCE WITHOUT THE OBTAINMENT AND SECUREMENT OF A BUILDING PERMIT. ALL WORK IS TO BE PERFORMED WITH ALL STATE, MUNICIPAL AND LOCAL ZONING AND BUILDING CODES. DAY5 AND TIMES HOURS OF N1 RAISED SHED...........................................................•IOI 5c�.ft, l l NOTE:WATER ENCOUNTERED 6.9' BELOW SURFACE PROPOSED POOL........... �J OPERATION SHALL BE GODS. ...........................................756 5cl,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 Q DE516N GROUP AND THEIR USE WITHOUT PROPOSED DEGK z WRITTEN CONSENT 15 PROHIBITED SOIL BORING w/ pergola and kitchen.........................................1,427 5q.ft. • ALL UTILITIES ARE TD BE LOCATED, MARKED OUT AND PROTECTED BY THE CONTRACTOR'S EXCAVATING ON SITE OR GUTTING WITH UTILITIES OVERHEAD. IF PRIVATE MARKOUTS ARE NECESSARY THE INFORMATION SHOWN HEREIN ARE BASE ON A SOIL BORING TOTAL:,...,,.....•....,-7,C 82 5 FOR THE WORK HIRED, THE REPORT DATED 12/1/21 BY Mr-DONALD OeOSCIENCE �'ft. CONTRACTOR WILL CONTACT Q.D.G. PRIOR TO ANY WORK COMMENCING. (P.O.B. 1258 SOUTHOLD, NY IIg71 TEL. 631-765-3677) tu PROPOSED LOT GOVERASE ........................18.3% (7,6(52 s.f.) _ EX. COVERED PROPOSED PAVER LANDING EXIST►N6 PLAY SET KEY OE GRAPHIC SYMBOLS Z STOOP EXI5TIN6 STEPS ' 4'-0" HT. PROPOSED ^ PROPOSED ARBOR EXISTING CHAIN '_INK CHAIN LINK FENCE C] PROPOSED STEPPING u EX. WALK FENCE STONE PAVERS Z EXISTING AUTOMATED GATE EXISTING GRAVEL DRIVEWAY "I (� O ' 11111 PROPOSED RISER OF STEPS V m N84%822'20"E EXISTINGI3B CURB, TYP. _ M x z x x x z x x x —_ _— reA - -- 345.8a' " 3 EXISTING VEGETATION — 1 6` I TO REMAIN O X 1 ❑❑❑❑❑�❑ ❑❑ ` N ( X r PROPOSED EVERGREEN +� J W •1 i�.�` TREE _ _— _ - - _ — _ _ --_—__ _ _ — _ — D � _ _ ° i SETBACK i - 1 a 1 — - - -- -1- - - - - - -- -- - - - - -- -- - - - - - - - -- - - - - - - - - - - - - - - — — — — X>) PROPOSED DECIDUOUS 1 1 ❑ _ TREE EXISTING TREE TO REMAIN z0 1 + PROPOSED EVERGREEN/DEGID. 1 �l':II,II I !iI SHRUBS 1 1 D EX.GARAGE EX. UPPER 1 F.F.EL.EL.+10.6 DECK I,ill;;I,I ' 1 PROPOSED MISG. 1 OVER II',! ',' GROUNDGOVER LONE11 DECK p !I 1!,''l l'' �1 EX. 5TEI ING LocV5T STONES TO BE u• — EX. AND PR P T O OSED FENCE LINE C? 1 I''II ❑:'''>, REMOVED T �rn ,Zq GO FO 1 D 2 STORY EX. 2ND FRAME FL. 1;1 ❑❑ '1 1w * 90 I;}A� 1✓'r j' RESIDENCE CANT. F.F.EL. EL.+12.4 OVER. ill �F� 1 1 , , \ �T B AT N PURSUANT �'EX. DOUBLE E. ONE U T TO CHAPTE R 2 D GK R 3 6 EX.�VEsRED E '9 �36276 FORT I N OF GAT T BE O E O , T O Y1 I,�oRcA, OF THE TOWN ODE C I� -t 0 � II i' 1 , F 1 0 FIXED N GATE T HAVE o I ED AND O E E i ; N i. D 11 0 i' II 1 SELF G S G O I N, SELF L L / \ -- - -,� - - -- I i _ A � I .� 1 P�_ ® ED ill! PROPOSED 55 GAL. - p ❑ COMPLY WITH ALL COD E 1 FLOW WELL W/INLET y ❑ o� o� •2� 'I' D AT E: f3.P 1. I' ! I �1 � II 'L,� II',1 j w ❑ I � N E W Y OR K ST ATE & TOWN DD ^ 1, PROPOSED P 1 o FOOL : ., r: A• � SR FEE: RE QUIRED I I� U I' Q R ED D i _ I � C �'❑ Ov DI T1 -- S t i \ OF 1 EQUIPMENT '�; '�,o, �' I i" - T,I • ,i, r; r, NOTIFY �� _. . i:�11 E ii' i�T II \ AT o Michael Sudano A 1 � rchitec 1 i PROPOSED t F.G. 1 i D I .I� is II''''I lI II''II!I'1111 WOOD STA1R5\ 1 765-1802 r :'t:? F,r', FOR THE S'v I,iv�, q0 Senix Ave, 1 „I _ _ etRert �trteK '��I,�,, � � ' I �' ❑ \ I�� Center Moriches NY IIg34 �'II III'' „ FOLLOJ4,i,. i I TYP. ,S. ABfNf AP04E J V lJ f '.• J I ,Y �31'r '74-0568 1 - _... cAi.. I R� H BI 1. FOUP�L. JI,,,EX. HOSE B TO -O _D --- MITE OAK V r i WH I T 1 ❑ GEN. JI i BE RELOCATED 1 FOR FG :t E T E S�1J �Ol u i O�iV TR!1S S 1 0 ❑❑ _- - _._�._____._____ _ _ i � BUTTAFUOGO RESIDENCE PROPOSED 2. ROUGH - ' U' aiPJG _ �j•Y'S• Cr: 1IG5 KII IBERLY DR. O O O STAIRS TYP. \� 3. v' = i- 1 PROPOSED \p 1 w ' �ULAT;," SOUTHOLD, NY PAVER WALK - - _� PROPOSED \� Q 115� ELE" ` PaICO'AL m -_ - --- - _ FINAL G_ �- _ MUST" F - � "�N b � , :. 1 x" CONCRETE AGGE55 \�` N BE CON+ C 1 T -t ' ----- ----------- i Pi:° r iu 1 STONE WALL TO BE _____ ___________ _ STAIRS W/PAVER \�y �° N ALL CONSY , .. ",ALL MEET THE �� T °'� ?LRED �ec 70, Block 13, Lot 20.7 1 REPLACED - , P. LANDING. DETAI_5 ON \°r. °0 1 N�N REQUIREi:"E ry Of 'Hi=CODES OF NEW r PLEASE NOTE: W/NATURAL _ -__--- _-.-. c' sPA _- ❑ \ N i _ 1 , , - ------ , I6'X PROPOSED POOL ❑ PAGE 5-X \ o YORK STATE L NOT RESPONSIBLE FOR n PROPOSED BOULDERS .n X _ - r- ti JT '�'+� t� 1 SHED 1 z' :_ - -- - '-_ B"i - ❑ \ ti? DESIGN OR CONSTRUCTION ERRORS. j€UIi '�;,.}�► �L�• .. Information for landscape site plan LOCATION :. .:... _ 1 was gathered b survey AJC Land --•-- - - - s - _ _ _ ❑ \ O - ENCLOSE POOL T g v y C O COD1✓ 1 -- ------ -� \ 1 -;,.UPON COMPLETION =` Surveying, last dated 05-14-Iq) and ---- ------------�:- 6EFORE. WATER" 1 ---: - - --- ___ \ i „ ,: architectural plans (TBD, last dated 0-00-00 to be used for illustrative IS'-O" sHTBAGK - \ — — — — — — — — — — — — — — — - ' CCUPANC o1 t purposes and as such any --- -•- - - - - - - - � only - - - - - -- \ 15 O" SETESAGK Y information presented is the - - - - - - - - - - - - --- - -- - - �� - - -- - - - - - - - ----- - - - - -- - -- - - -- _— yP - - - - — I intellectual property of q�lesigngroupllc � � � \ 1 USE l� U�.L AWFUL \ 1 ( and not to be used without written i N \ 1 ( '•�trRTIFICATE installed,replaced or NOT FOR CONSTRUCTION F71L __ -_ _ J \ _ 3 �ITI� repaired shall conforms 584ia22'20"W OF OCC! � ICY to Chapter21 2 Scale I/I� =1 -0 EX. EX. J LEX. \-EX. PROPOSED 4'-O" HT. POOL PROPOSED 16' X46' EXISTING CONCRETE WALL EXISTING WOOD 5ULKHBAD 354.32 of the Town Code Date 01/03/22 ELEC. GAS WELL SHED TO BE POOL W/ 8 x8 RAISED ASSEMBLY TO BE REMOVED PROPOSED TO BE MODIFIED BY TER METER RELOCATED ENCLOSURE FENCING WITH 4'-0" SPA AND SUN LEDGE. SEE PER PROPOSED DESIGN, TYP. ADDING I TIMBER ADDITIONAL Revisions 02.03.23 WIDE GATE AS PER NYS POOL DETAILS ON PAGE 5-6 ON TOP TO MEET 4'-0" HT. TO Ic L ` i IrL' CODE. SEE page 5-4 FOR PROVIDE POOL ENCLOSURE AS no }�jj�(,C S��JY1-f GY `� �� i 1VI iy r` p SITE PLAN MORE INFORMATION TYP. PROPOSED PERGOLA PROPOSED POOL DECK. SEE PER NYS POOL GORE, TYP. 1 ATOP PROPOSED POOL SHEET 5-4 FOR MORE INFO. 51TE PLAN PROPOSED OUTDOOR KITCHEN DECK, SEE DETAILS ON �fr'��,/ 7�- FEB 1�I ATOP PROPOSED DEGK, SEE PAGE 5-5 SOIL BORING 6-1 TEST LOCATION 1 r ELirL�ilsGDp� 5-I O S-O 16 YO Y32 -O 48 O DETAILS ON PAGES-4 PROPOSED POOL COVER VAULT �a l k h ea% ;r��,hlt�:n. �_Oi►r, f epm lek{ i PRELIMINAR`►' PLANT LIST PRELIMINAR"I' PLANT LIST KEY OF GRAPHIC 5YMBOL5 PLANTING NOTES: • NOTIFY LANDSCAPE DESIGNER OF ANY DISCREPANCIES BETWEEN PLANT LIST SYM l SIZE BOTANICAL NAME COMMON NAME S ,I'M i SIZE BOTANICAL NAME COMMON NAME AND/OR BETWEEN PLAN AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF Z M a O PROPOSED LONG ISLAND WORK ® 2 10_12' Lagerstroemia GRAPE MYRTLE ® ig 3 GAL. Solidago setrpervirens GOLDENROD Golden Fleece BOULDER NOTIFY LANDSCAPE DESIGNER OF ANY SUBSTITUTIONS RECOMMENDED DUE TO ® 4 5-10, Crytomerla CR`r'PTOMERIA 18 24-30" Microbiota decussate SIBERIAN CYPRESS �� PROPOSED STEPPING ANY EX151TN5 CONDITIONS OR AVAILABILITY OF MATERIAL. NOTIFY 2� 4 7-8' radicaus ❑❑ STONE PAVERS LANDSCAPE DESIGNER WHEN MATERIAL 15 ONSITE FOR QUALITY INSPECTION. 5 Picea e lauca COLORADO BLUE ail DE5ISNER AND/OR PROPERTY OWNER HAVE THE ABILITY TO REJECT ANY co5 SPRUCE *.pe 11 3 GAL. Rosa virginaina WILD ROSE PROPOSED RISER OF STEPS MATERIAL THAT 15 UNSATISFACTORY. $ W (o 1'-8' • • NOTIFY LANDSCAPE DESIGNER WHEN PLANT MATERIAL 15 PLACED 50 THAT 18 3��1.3�j11 Osmonthus OSMANTHUS 132 1 GAL. ACtrosaphylos uvo-ursl 5EAR5ERRY EXISTIN6 VEGETATION THE DESIGNER MY BE PRESENT TO APPROVED LAYOUT AND 5PAGIN6. ALL M TO REMAIN LOCATIONS OF PLANT MATERIAL TO BE APPROVED BY DE515NER PRIOR TO 30-36" Gephalotaxus PLUM YEW t'.l 53 5 (z,q� Pan1CUm virgatum SWITCHGRASS 'Cape Breeze' EX. AND PROPOSED FENCE LINE PLANTING. ❑ —•—•— $""e 12 5 GAL. 5pirea japonica 5PIREA -f8 2 COAL. 5chizachyrivm scoparium LITTLE BLUESTEM 'The Blues' PROPOSED EVERGREEN TREE • ALL TREES OVER 5.5" GAL OR 8' IN HEIGHT ARE TO RECEIVE STAKES WITH 1%;4 GABLES AND GUY WIRES SUFFICIENT TO ENSURE PROPER ANCHORINS. a 24-30 WINTERGREEN � • PLANTING MIX TO BE PREPARED OF 5 PARTS SCREENED TOPSOIL I PART B �-� 3 30-36" 8uxus OXLUOOD X' PROPOSED DECIDUOUS TREE PEAT M055 AND I LB STARTER FERTILIZER 5-10-5 PER GU. YD. OF MIX. 1 GAL. MISC. PERENNIALS/ORNAMENTAL UNLESS OTHERWISE SPECIFIED ALL PLANTING BEDS TO BE PLANTED SHALL BE ' T.B.D. GRASSES EXISTING TREE TO REMAIN 12A DEEP OF SUCH AMENDEMENETS FOR EACH TREE, 6A DEEP FOR EACH N ) 2 GAL. SHRUB N AND PERENNIAL. 7 PROPOSED EVERGREEN/DEGID. • ALL PLANTING BEDS TO BE TOP DRESSED WITH A PH NEUTRAL SHREDDED M SHRUBS BARK MULCH AT 2A MIN DEPTH. PROPOSED MISC. 6ROUNDGOVER/ • ALL UTILITIES ARE TO BE LOCATED AND PROTECTED. ° ORNAMENTAL GRASS Ci 0 0 Ni "4 1 (25) 2 SAL L 1 TILE BLUE 57EM a 1 n 2 t i�- -. x — — -, —. --, —x (15) 1 COAL. BEARBERRY ✓. U-00 k' I • II (5) 24-50 615ERIAN CY 55 PRE 'r`.;rr.`�5••r;•,•;�%=:"' , :`�^,�� ',Y . I I a'x,'rjs,�'tyk.. 14 5 (5AL 5kNI TCH6RA55 r I T'J<,r•�' El ; � L ROSE „" — -- — — -------- — — -- -- -- ---- ------ ----- -- — -- — — ----- — --- --- `YP.h•�`,y�=.`1,Xyc.' ® .'.n'r..�'✓. r `y (20) 2 GAL LITTLE BLUE STEM tu (5) 24-50" 515ERIAN GYFRE55 ___----- 1 k,,' . 0 0 • (5) 5 GAL ROSE .. ,s: :> (55) 1 GAL. BEARBERR`" }- ` ;<. �`R�.:fi � PROPOSED NON TURF BUFFER n` k- K - , (14) 5 COAL 5WITCH6RASS � / Q ` A\/ERAG I NG 20' - lu OF WIDTH • 1 .. , '�-�- 5 5 GAL GO DENROD -t, L. _ r.ti> , ❑ I .:. rr O' UST -- 1 r h* u \\\\ i/0 IL X, r v M X. GAL. LOCUST 0 f (I) 50-5 " BOXWOOD S 5 GAL r O I-- �, Q,r .' (2) 24-5 " 5OXWOOD GOLDENROD 1 ! \\\ 0 O 5 GAL l ► ❑ SW 170H&RAS5 m o (5) 5 GAL. ❑ U-! ll o 6 IREA -6' 5 24-30" ❑ ( ) .�E o `�' 1 ❑ 05MANTHU6 PROPOSED I l ❑ •5 �,sco r %.Il ❑ .^dxf ;:K`': 5IBERIAN �� o 1 (5) 5 &AL. 5PIREA POOL I l Q ❑ ,yr;�� a:Y`�. C`I'PRESS s . 1 ECRU I PMENT I l ❑ h ° 1 II i l ❑ .•`.v (5) 5 COAL. 1 (5) 50-56 051„IANTI-IUS I;TI ❑ " 1 -- -. c 11�°� A ❑ \\ ;,<<a, ROSEOF �9TF Os6276 oQ�' ❑ ,.:r r •( 1 .. .rt ❑ O \ 22" GAL. 1 1 G N. � WHIT?= OAK �,•R,y,:, .�.ti. :� �,, ` 1 $ (1) 30-36 BOXWOOD \\ ti x h'✓r (2) 24-50" BOXWOOp \ 4r SHED LOGTION ` (2) 10-12' -.-h^ M _--_.-- \ r" Michael Sudano, Architect P.G. l ❑0❑ II I f \ a0 Senlx Ave, CRAPE 1' "'Il"RTLE f . II � 11 ❑ o (2) 24-50 BOXWOOD \ O Center Moriches, NY I1a34 r.. 1 (5 5 (SAL (63 U 8"14-0568 (5) 50-56" 1 II - GOLDENROD •Y P ' u u (5) 50-56 B AFuocO RESIDENCE UTT l 65 KIMBERLI' DR., 051"IANTHUS 05MANTHU5 N :` II \ I I�I I \ (I5) I SAL. O �x;�s - SOUTNOLD, N1' Cepha lotaxus " III - RYrt ("7) 24-501I \\ BE�4RBER 1 (5) 50-56 II F II ❑ \ - - ( ) 2 GAL Cepha Iota �ti� i I� _- �{I ❑ 518ER1�N Sec o� 13, Lot 20 7 s u n \ 50 ` " GYP'RE55 NOTE: PLEASE ❑� LITTLE BLUE STEM ' 's. Information for landscape site plan u I f - =„ 0-56 OXWOOD was gathered by survey (AJC and (1) 5 ' B \ ';.a\� ® her v L Surveying, last dated 05-14-1q) and y, "{ architectural plans (TBD, last dated (2) 24-50 BOXWOOD \ -(:R:SBTE3 �r Ou w: j' .w� ,::.?.y> 0-00-00) to be used for illustrative •- -- wh'n= y' — — — — — - - — r''' �n --- - - — — -- u - - --- -- -- - - - - ----- --- - - -- -- a -- -- - - -- -- - -- �srA --- ------ -\\--- ------ -- - - -- - - - -- nformationonlypresenteds such the i I 5BTBAGKany intellectual property of goesigngroupllc �' (5) 5 �71-�L. y \\ (2�) I �nL. :1,` used without r•, and not to be us written SP I RE A \\ BEARBERRY consent. NOT FOR CONSTRUCTION .+'. Scale 1"-lm'-mrr \ .�: :;F4.+lrtw` ,,:vs,^t...`X:..+.'h•.:"J.: Y,j.k>'„4`e.i': '\'""'•^:`>^ � Date 02/14/21 — Revisions NON TURF BUFFER (15) 5 c7AL. LANDSCAPE PLAN DRAINAGE PLAN (5) 5-10' COLORADO BLUE SPRUCE (5) 50-56" 05MANTHU5 (2) -1-5' CR-1'PTOMERIA \—EX15TIN6 LEYLAND CYPRE55 5,INITCHGRA55 �j r177 5-2 0 5'-0° Io'-•o° 20'-0° 50'-0" (ro) I-V COLORADO BLUE SPRUCE (5) 5-10' CRYFTOi"IERIA TO REMAIN (2) 17-5' CRYFTOMERIA 5 5 COAL. ROSE 3 1 10'-O" (1) 5-10' CRYFT01"1ERIA I i IB 5-4 2"x2" PURLINS (D 16" O.G., TYP. 5.5. BUILT IN GRILL BY LYNX (OR APPROVED N o EQUAL) 2 1/2"x7 3/16" RAFTERS SPACED ®16"O.C., TYP. 4'-411 i - II'-6" 14" DIA P.G. PIER FOOTING MIN. 3'-0" BELOW IE n GRADE TO BEAR ON VIRGIN SOIL, TYP. @ 10 5'q ALUMINUM REINFORCED CARRY BEAM I I 5"xll-15/16"MAX SPAN 20'-0", TAILS TO BE - ' -�=== a =-= _=---_------_- =-_ = -_- =__ = SELECTED BY OWNER (TYP.) E� O ----� -------------------------------------------------1�L=--- all DIA. PERMACA5T COLUMNS BY "HB&G" W/ TH ====11 :I t-----••----------------------------------------- ' ---� co EADED ICI WIT RH TOP MO�NDTING PLATE AND TO MATC H �OUSE O m a 5EOURED TO ----- ----- --------- -------------- II -=-3 COLUMNS IN ALL RESPECTS (V.I.F.), TYP. IS" THREE 18" HT REE m co ---->A..�_�..�.._...�.. -- --_��.. _ _ 24" INK I,I 42 GRILL GA INET DRAWER WE DRAR -- - -- -- ----------' - - - - - -- 4'_---, 5" DIA. PERMACA5T COLUMNS BY "HB4 G" W/ CABINET O THREADED ROD SECURED TO FOOTING BELOW WITH JL_______ _j ' = TOP MOUNTING PLATE AND TO MATCH HOUSE ____--�------- ----------�-------------------------- -----------------------�-___= ALUMINUM REINFORCED CARRY BEAM 511x11-15/16"MAX SPAN 20'-O", TAILS TO BE O COLUMNS IN ALL RESPECTS (V.I.F.), TYP, _ SELECTED BY OWNER (TYP.) {�! ri OU7VOOR OUTDOOR 5,5. REFRIGERATOR BY 11 LYNX (OR APPROVED EQUAL) Jlilt - __--- ------- ----------I-------------------------- -----------------------I`----- 2"x2" PURLIN5 @ 16" O.G. (NOT SHOWN) 2A ELEVATION - SCALE: '"=I'-O" N -----1 ---------------- ------------------ ---'L----� C 0 - ----- ---------- I G t!_ o , „ N p ICI I I�I 5-4 - c0 "� ____- ------a ---------- -------------------------- ----------------------a�----_ II -- --- ---- " _ —I�'�'•,�-I(I. —I� •.:': I I I- —I.:::^I: I I I• II •'•,: I I I• —I�" :,: I I• : III• 0------ --------- -------------------------- ----------------------- --- PREMIUM PERGOLA SYSTEM BY II INTERII RAFTER TAILS TO BE SELECTED BY OWNER, 7YP. - _: - - _: :. - - •: ----- 1 WINE ICOOL _______ _________ 2 1/2"x'7 3/16" RAFTERS SPACED @16"O.C., TYP. 24" 24" INK 24 SLIDE m a ---=�:_______ __________ __________________________ ___________________ ;j="==� B. 5EC71 ON/ELEVATI ON 19" THREE GARBAGE GA INET DRAWER GA INET CABINET - -------------------------- -----------------------1' --------- ------------ ----------------------- '__-__� II - r ----- ---------- ---'-'-------- PERGOLA COLUMNS TO BE POSTED TO NEW 14 DIA. II - -------------------------- ----- -----------------II P.G. PIER FOOTING BELOW, TYP. CARRYING BEAM MOUNT 10'-10' - --------- -----� BEAM, TYP. PLATE, TYP. ------- --- ---- - III Ijl OUTDOOR 5.5. 24" BEAU. OUTDOOR 5.5. 15" WINE COOLER BY LYNX -"1-"------" -- - -- ------------`�"-"� REFRIGERATOR BY LYNX (OR APPROVED EQUAL) _______ ___ __ _ __-_ -_- ___ _ _-___ _ -_- (OR APPROVED EQUAL) ll 2G ELEVATION 1I I' Ijl 1 1 1 SCALE: �"=I'-O" _► ====�h======___________________________________________��____� COLUMN GAP IIj COVER, TYP. 1,1 -------------------------------- 11 ;; COLUMN GAP 2 KITCHEN ELEVATIONS u PLATE, TYP. S-4 AS NOTED 7- ROUND COLUMN, TYP. Ig"x 18" HORIZONTAL A. PLAN RAIL, TYP. lu IE 1111111111 IITI� 3"X3" FENCE POST PERGOLA DRAWINGS s-4 SCALE: "=I'-O" �-- IBEAM MOUNT PLATE (0.125 WALL), TYP. (� COVERS, TYP. I"XI" PICKETS l (0.0.62 WALL), TYP. Lo V! SELF CLOSING HINGE, � O C. DETAILS TYP. lu t POST STABILIZATION PER �ml —1— o" MANUFACTURERS M —IN - -I =- RECOMMENDATIONS Ililu =1 C i_I - I_'' ,I _ . I (� O C1 D 11_ II _.III_.ill_ill- -II _III-III_- II "I- ,,nn l =11 I I I I 1 i 1= I - 111 III- =1 -III=ill -III -11 1 I I_II I I I III, -I_i= III 3 FENCE DETAIL D 2 - 3" THICK LAYER OF MU r.: FINISHED GRADE, 5 MODIFIED S G D ED O P I DEPTH L DEP O C� VARIES, '9 lS S CIF Z EE E T P IGA IONS �J O :::•::::::•:::::•.:::::::• :::::::::. ......... FOR SOIL MODIFICATION). ROOT CROWN TO BE (� AT FINISH NABOVE GRADE T-F IT=lTg T9T 036276 OQ� EXIStINC� SOIL, FOP NE�y 2"SETTLED SECTION LAYER OF MULCH VIEW FINISH GRADE ` TILLED OR BROKEN i:;i•r i:'i .:i:;:"..i::i.•�^::..i:;::'..i. UP SOIL MIN 12" ''::��, r':}:':'i:'?'•r ''+•: :�•"•;.:'a�"%:a•.;�'�}. DEEP v; :y•;.,'." ; ;...:✓;•. 2X WIDTH OF �. . G?;.:;y; :�:w :?'; Michael Sudoi Architect P.G. NOTES: EVERGREEN TREE PLANTING ROOTBALL GROUNDGOVER PLANTS TO BE ,.c''� ;: ' c';'; ;,: N'.. c , ;` .;: ;: ;.•.•.:;:;: '' ;:;:..;:• q0 Senix Ave TRIANGULARLY SPACED. :'y :w.:::w,:;, . y.; .�.::;.r,, :.w•a;,w.. F:�.•a•:a.•• ,: ,: �,. Center Moriches, NY llc134 I. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE :�: }:� }�� } . • •:' :••.�:. .- :'�';: MULCH. ,: ,:•...�,,,.. a.:a.••+' AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). } "�• '" �` ""�:} L' �. �`' BUTTAFUOCO RESIDENCE r,:'' w:• w• •,w• .w•• .w•. .w ''�.w•" 11G5 KII"IBERLY DR PLANT ACCORDING TO ANSI A300 PART 6. 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 HOLE DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE PAVEMENT. ec 70, Block 13, Lot 20.7 HOLE DEEPER THAN ROOT BALL DEPTH. I. DIG PLANTING HOLE AT LEAST 2X THE WIDTH OF THE ROOT �' `•}'' °:- "`}:{• "'': = „{.=.•;' -': }' ;'`}' ';•:'=''y -. :;'',:f='` 3. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE BALL OR CONTAINER. 'y`� ''` ' ' ' ''`' I'' i ''''r PLEASE NOTE: WHEN PLANTING IN CLAY SOILS (MORE THAN 15% CLAY). 2. SCARIFY SUBGRADE AND SIDES OF PLANTING HOLE WHEN PLAN 4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING Information for landscape site plan THE TREE TRUNK AND DO NOT USE TREE TRUNK AS 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 3• SET THE TOP OF THE ROOT BALL LEVEL WITH THE 501L E Surveying, last dated 05-14-lq) and WIDE NYLON WIDE NYLON WEBBING SURFACE, OR 1-2" ABOVE IF THE 501L 15 io architectural plans (TBD, last dated WEBBING OR SLIGHTLY HIGHER IF THE SOIL IS PRONE TO SETTLING. NOTES: 0-00-00) to be used for illustrative 4. PRONE TO SETTLING. I- SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE purposes only and as such an 6. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP WIRE AND p v v 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&RACE, STRAPS FROM AT LEAST THE UPPER 1/5 OF THE ROOTBALL. CONTAINER, DISTURB THE ROOTS. �I/ intellectual property of cidesigngroupllc OR 1-2"ABOVE OR 1-2" AA�E -7, BAGKFILL 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 V4 OR LESS) THAT GROW AROUND, UP, OR and not to be used without written BROKEN UP. DO NOT ADD AMENDMENTS TO THE BAGKFILL SOIL. DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A consent. AMEND THE SURFACE WITH MULCH. INCHES OF THE ROOTBALL, WITHOUT DISTURBING THE NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE 2"x2"WOOD STAKE AT i 2"x2" WOOD STAKE r ROOTBALL. REMOVE ALL CORD ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE NOT FOR CONSTRUCTION OR BELOWGRADE� = AT W 8. USE THREE 2" X 2" WOOD STAKES DRIVEN INTO UNDISTURBED OR BELOW GRADE = 2"SETTLED LAYER OF 7. FROM THE TRUNK. REMOVE BURLAP AND WIRE BASKET (IF TIME OF PLANTING. ROOTS ON THE PERIPHRHY CAN BE 2" SETTLED LAYER MULCH SOIL A MINIMUM OF 16 INCHES. SPACE STAKES EQUALLY AROUND PRESENT) FROM THE ROOT BALL. REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL Scale I"=10 -711 OF MULCH �.;.,: \/ THE TREE. 5HAVIN6 CONTAINER DETAIL). Date (I�G/16/21 TILLED OR BROKEN UP Q• ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES. 8• BACK FILL THE PLANTING HOLE WITH EXCAVATED NATIVE 3- SETTLE: 501L AROUND ROOT BALL OF EACH \ n SOIL MIN 12" DEEP ATTACH WEBBING AT 1/5 THE TREE HEIGHT. SOIL, BROKEN UP OR TILLED. WATER TO REMOVE AIR &ROUNIDCOVER PRIOR TO MULCHING. Revisions 02.03.23 TILLED OR BROKEN UP FINISH GRADE \ \// SOIL MIN 12"DEEP \ \\ \ \ \ POCKETS. DO NOT ADD AMENDMENTS. FINISH GRADE \ \\\/\ / / 10. APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH Cl• PLACE PINE STRAW OR BARK MULCH ON THE SURFACE TO A _ " TO THE PLANTING SURFACE. LEAVE A 2" SPACE AROUND THE `� II ��I �� DETAILS 2X WIDTH OF ROOTBALL TRUNK FOR AIR CIRCULATION. (SETTLED) DEPTH OF I TO 3 INCHES. } lC �Ir I 1 2 WIDTH r 11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKENROOTB LIMBS ONLY AND SHALL BE IN ACCORDANCE WITH ANSI A300 f' 3`�►�OFF'"t. SPECIFICATIONS. ` 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 Cat��'S�'�T'"�'0 S-4 SCALE:N.T.S. s-4 SCALE:N.T.S. WRAPS SHALL BE PLACED ON TRUNK. 5-4 SCALE:N.T.S. 5-4 SCALE: N.T.S. I 36" HIGH RAILING 4 GUARDRAIL W/ SPINDLES EL.+12. EX. COLUMN TO ® 4" MAX. SPACE BETWEEN, TYP. REMAIN, TYR a'-ID" 8'-O" 7-0" 12'-0" COMPOSITE General Attachment of Ledger Board to Band Joist or Rim Board N o � COMPOSITE 9 57PS TO GRADE STEPS TO GRADE r� a '-0' '-0' -0' -0' -0' '-0' '-0' I I'-O" TO CODE, TYP. remove sidingat lodger FLASHING SHALL BE INSTALLED AT WALL AND EXISTING HOUSE (V.I.F.) TO CODE. SEE exterior shea!hing 9 �o - - - - - - - - -- - DETAIL X/5-5 prior to installation ROOF INTERSECTION5;WHERE EVER THERE 15 A existing stud wall CHANGE IN ROOF SLOPE OR DIRECTION;AND 1 threshold carefu'ly flashed and AROUND ALL ROOF OPENINGS. FLASHING SHALL __ . _ coulkod to provont water intrusion BE CORROSION RE515TANT (MINIMUM 26 GAUGE) co ro DECK CHANNEL DRAIN, i EL+3 8 p existing 2x band joist o TYP. EL.+8.5 1 d - or 1"minimum continuous flashing ALL EXPOSED FASCIAS 4 TRIM TO MATCH EXISTING 2 EWP rim board - with drip edge ALL VALLEYS CHIMNEYS,SKYLIGHTS,EAVES AND M t P.G. CELLAR AGGE55 I tt m RAKES TO RELIEVE "5TORMWARD" LEAK BARRIER k o STAIRS W/PAVER LANDING. 1 Ul i-deck joist BY GAF OR APPROVED EQUAL.AT ALL EVES a • 0 p EX. GEN. 2"min. " " o � i DETAILS ON PAGE 5-X - RAKES.EXTEND UNDERLAYMENT 24" PAST THE IN51DE aOv (V _ I _ _ 1-55" min THE EXTERIOR WALL LINE OF THE BUILDING. "' - IPE WOOD DECK. SEE �D -_ 5"max. POOL COVER VAULT DETAIL ' - 1/2"diameter laq 2 min. O BLUESTONE ASSEMBLY. COORDINATE � 2x floor joist, screws or COPPING, TYP. 4'_0, W/ MANUFACTURE'S SPE05 BLUESTONE EL.+8.5 wood I-oist, through-bolts with � ' I COPPING, TYP. or A�1PCWT washers }•� 4.- 56-O a-•• •.• �-Jnist hanger V 1 12'-O" 24'-0" existing —*- ledge,board; must be realer foundation wall ' •. 2x led• g , IPE WOOD IX6 DECKING_11,.,_ c� than or equal to the depth of the (3) COMPOSITE STEPS TO deck joist and no greater than the depth of the band joist l ERADE TO GORE. SEE - P 1 a �1 I� DETAIL X/5-5 m 3 LEDGER BOARD DETAIL N - m s'S 5GALE: I/4"=1'-O" o Installation: avr • Install Simpson Strong-Tle O 5D5 wood screws with a i" ® Floorsheathln + El +8 5 hex head driver. SDS ® W diameter nailed at 6'magx. o R311.7.8Handralls. BENCH screws Install best with a low HOG threaded on center to joist N 5 speed high torque drll I. ® rod with nuts with holdown Handrails shall be provided on not less than one I" I" 5_5 A standard cut washer \o ® and washers o side of each continuous run of treads or flight (provided) must be Installed o-Continuous flashing Ci with four or more risers. o (per code),not shown M between the nut and the I s'�`w' o R312.I.IWhere required. DTT2Z seat. - 2 a Guards shall be located along open-sided x Bolt holes shall be a minimum ` o e o• o •o I6'X46' POOL 8'_.�' walking surfaces, including stairs, ramps and g to a maximum larger �� landings, that are located more than 30 Inches SPA than the bolt diameter. ,�r,�• r,� (762 mm) measured vertically to the floor or grade below of any point within 3b inches (0114 mm) horizontally to the edge of the open side. DTT2Z Floor Jolst Deck DTf2 TANNING LEDGE p Insect screening shall not be considered as a O O (S xbYx�ons)or joist WOOD IX6 DECKING >s guard. < r kklll ' NOTE: Anchor N STAIR 4 RAILING. (MAX. RISER HST 6-1/4" 4 MIN. Model No. CL Fasteners DTT2Z Installed as a Lateral Connector for a TREAD DEPTH SHALL BE cl") MIN. HEAD ROOM Dia• Deck-to-House Lateral Load Connection 6'-8". HANDRAIL ON AT LEAST ONE SIDE OF „ , „ , „ For more information on this connection,and STAIRWAY. HANDRAIL HEIGHT NOT TO BE LE55 v E> DTT2Z 13/16 1/2 8-SDS /a x1/s installation instructions,see technical bulletin I.�Indicates connector Is available In stainless steel. TDECKLATLOAD(available atwww.strongtie.eom). THAN 34" $ NOT MORE THAN 36" ABOVE STAIR lu 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-DEGIGLATLOAD for GREATER THAN 6-1/4" W/ A MAX GROSS % additional Information. ` 4 DECK TENSION TIE D20 DTT2Z Deck Tension Tie 0 COMPOSITE STEPS SECTION OF 2-1/4". 5-5 SCALE: N.T.S. TO GRADE TO CODE. z F %*5EE DETAIL_ X/5-5 EL,•+8 O --Iry 'I O NEW GAZEBO. SEE 1/5-4 56" HIGH COMPOSITE RAILING W/ inH T _ �---1 c0 EL.+8.55 � � DETAILS FOR MORE INFO. SPINDLES ® 4" MAX. SPACE BETWEEN U1 TTIBO — tiff Y 4'-4" 12'-0" EL.+7.0 :t BLUESTONE COPPING, TYP. iH 24'-O" -•.a.•rs 46'-O" 4'-6" r --- IPE WOOD STEPS BOARD, TYPE TRIM CODE J- 74-5 O NEW DECK TO I DECK PLAN 6 °� LATTICE TO MATCH EXISTING ONE, TYP. (bR-7", 5T-12") TA.EX.DECK P/T WOOD 5/4"xb" DECKING, TYP. n -tO- IPE: WOOD STEPS TO GRADE TO u CODE`. (3R-6", 5T-12")- n CD �- 7'-10" i TIE NEW FND. WALL INTO EXISTIN& �••j X — — � DECK TENSION TIE BY W/ #5 BARS 12" LONG DRILLED 4 NZ V SIMPSON "DTT2" TYP. OF S. I &ROUTED W/ HIGH EPDXY RESIN. ® I I O SEE DETAIL 12" 0.0 VERT. (TYP) EX.DECK ABOVE N.I.FJ _ TA.WFYt DECK O I" — — — t GD6068L- ❑ EX AVERAGE GRADE EXISTING HOUSE Pffix L $OKRD P/T 2XI2 LEDGER BOARD FOUNDATION WALL I — FOOTIN(�TO REMAIN (V.I•F) = I d - -- ELEVATION COMPOSITE I"xb" DECKING P/T 2x10 LEDGER BOARD I I :,: . . . i-- - - 5 5 I/4"-I'-O" To SECURED TO HOUSE W/ I/2 DIA. d - - - --- - HOUSE2W/ I/2' D A LEDGER b�LONG GALV.D AG (. ' . PERC70LA COLUMNS TO BE P05TE:D TO NEW x b LONG GALV, LAG SCREWS ( 2x8 P.T.DJ.® 12 O.C. (TYP) 14" DIA. P.G. PIER FOOTING BELOW, TYP. ® I6" O.G. STAGGERED (T 'P). I I < ' T - SCREWS ® 16" O.G. STAGGERED (TYP) m 5-4 FOR MORE INFORMATION - - ---- H2.5Z ® EA JOIST (TYP) _i 5EE DETAIL cl/AI _ P/T (2) 2X10_ ,':.. : _ ..Y. :. . GALV. JOIST HAN6ER5 to - - H2 5Z ® EA JOTS EA JOIST ) SIMPSON STRONG-TIE COMMON 4-IN I BMI — _ — t- /T(MT7X7p T (TYP) (TYP) EXIST. EDGE OF DECK ABOVE, TYP. X 4-IN ZMAX WOOD TO CONCRETE P/T (2) 2X10 HOUSE (CAST IN PLACE) BASE _ 6'-6" 20'-10" 5'-10" SIMPSON STRONG-TIE MODEL #P544Z ON 12" DIA P.G. PIER 4" THICK P.G. SLAB W/PAVER LANDING I COMMON 4-IN X 4-IN FOOTING MIN. V-O" BELOW GRADE d ZMAX WOOD TO tD ° P/G CONCRETE FLOOR DRAIN TO DRYWELL I I Ac TO BEAR ON VIRGIN SOIL. (TYP) CELLAR ENTRY STAIRS EXISTING DOOR TO BE REMOVED AND j CONCRETE (CAST IN O .. w �� 0' T �?• 8'-O" 8'-O" 8'-O" _ REPLACES W/DOORS BY ANDERSEN I - MODEL PB44Z ON 12 _ (SR=7.05", 6T-L.") ( o (400 SERIES) MIN. DF50 RATING (TYP) U O 51MP50N STRONG TIE I DIA P.G. PIER FOOTING r, VALUE =.30 51-G=.31 I T COMMON 4-IN X 4-IN ZMAX d1 : � ; i! - 2 - --- - ---- POOL FOUNDATION WALL W/ ®4" LEDGE FOR LEDGER To TYPICAL FOUND, CONSTRUCTION: Ily 61RAVEOOBBEAAR WOOD TO CONCRETE (CAST IN P/1727 2X10F_f'7T_r:27 .7' P/T (2f 2X10 ' P/T (2) 2X10 �lT�1TXl0 Q 8 POURED CONCRETE WALL KEYED TO PLACE) BASE V . � 0 51T ON (TYP) SEE I/5-5 Ib"x8" DEEP POURED CONCRETE l I VIRGIN SOIL. (TYP) CODER# B4 Z ON 12"MIN DIA 1 O I ! -- EXISTING FOUNDATION WALL I a `� POOL DRAWINGS a- P. . P F 3 O -� �_1 J• �- O PERGOLA P.G. PERGOLA P.G. _ ° FOOTING REINFORCED W/ (5) #5 REBARS I ' PIER, TYP. PIER, TYP. n �' x CONT. IN FTC. (TO BE MIN. V-O" BELOW i I BELOW GRADE TO BEAR ON •9�. 03g27CO m P.G. POOL WALL TYP. F y f- - - ° N ® &RAVE) I 4" THICK P.G. SLAB a VIRGIN SOIL. (TYP) SEE POOL DRAWINGS ON �F NEB --__-." v" ° - - -" - P XIO LEDGER BOARD P 2X10 EDGER BOARD P 2X10 EDGER BOARD P/T(2)2XIO BOTTOM OF STAIR I P/T 2 2XI0 � is - - - - - - - - - - - - - - - - - - - - PAGE 5-6 BM2 ® i I STRINGER, TYP. 6 SECTION a P/T 2XIO LEDGER BOARD SECURED TO I S-5 1/4"=1'-O" Q P/C POOL WALL W/ 1/2" VIA. X b" LONG I SIMP50N STRONG-TIE TITEN HD Michael 5udano, Architect P.G. ct0 Senix Ave, CONCRETE ANCHORS E 16"DE O.G. 81.5 whore a handrail Is Installed on one side and 27' ♦-- Center Moriches, NY 110154 I I STAGGERED (TYP). SEE DETAIL a/AI I 1 BM2 i - I where handralis pre provided on both bides. /�'f` (631)8T4-o568 P/T (2) 2X10 P/T (2) 2X10 P/T (2) 2X10 SIMPSON STRONG-TIE COMMON 4-IN X 4-IN ly - - ZMAX WOOD TO CONCRETE (CAST IN I I '.` a r I • " i I I BUTTAFUOCO RESIDENCE NOTE: N nd olfreleht•34-88 iromtho i 1 I I I 1165 KIMBERLY DR., PLACE) BASE MODEL #P544Z ON 16" DIA I I tap of the noslne to the top of-thi, i I P.G. PIER FOOTING MIN. 3'-0" BELOW GRADE I OWNER RE5PON51BLE FOR ORDERING tall j j i ; SOUTNOLD, NY 1 SOIL TEST T CHECK FOR BEARING TO BEAR ON VIRGIN SOIL. (TYP. ®6) ��•• I L 0 � II 6'- O" 6' i CAPACITY OF SOIL AND WATER TABLE Openings shall not allow I LEVEL• passage of a sphere I I j i ; ec 70, Block 13, Lot 20.7 P/T(2)2X10 : I I CONTRACTOR TO RE-GRADE EXISTING 4 Inches or►no�C m I POOL COVER VAULT, COORDINATE EARTH. PITCH AWAY FROM THE HOUSE. dlametor I --L1�_� PLEASE NOTE: BM2 W/ MANUFACTURE SPECS - i l l 1 Rlscr�I t �~ MAINTAIN MIN. b" CLEAR FROM BOTTOM AR trews must equal / i I 1 I I ~ Information for landscape site plan • ' g y y (AJC Land P/T (2) 2X10 P/T (2) 2X10 P/T (2) 2X10 SIMPSON STRONG-TIE COMMON I OF NEW SIDING TO GRADE. Type 1 handrells In depth and cannot bo ass ( was gathered b survey - - - - - - 4-IN X 4-IN ZMAX WOOD TO I '. then 10.118"In depth orb" Surveying, last dated 05-14-19) and - CONCRETE (CAST IN PLACE) BASE I I CONTRACTOR TO VERIFY EXISTING FIRS Handralls with a •If•the riser Is open j I I I architectural plans (TIBD, last dated i MODEL #PB44Z ON 12" DIA P.G. ( FLOOR WINDOW HEADER SIZES. MIN. SIZE i j 0-00-00) to be used for illustrative elreutareross section PIER FOOTING MIN. 3'-0" BELOW I TO BE (2)2x6 U.N.O. purposes only and as such any 1-114'Mlnlnwm Noslnes reAulred on treads ( presented is the �i �•� information r GRADE TO BEAR ON VIRGIN SOIL. .L NOTE: less than Win depth I j Stringer - -_-- dlameYCr-2 " 1 i and intellectual ln not tobe used f without written - ( 4 I Maximum diameter . ' property q�tesi n rou Ile i EXTG. WALLS TO BE REMOVED i,r~`-"^ Ga consent. PERGOLA P.G. a PERGOLA P.G. O 2.114'Maximum ''� P NOT FOR CONSTRUCTION EXTG. WALLS TO REMAIN - 0 risers arc PIER, -iYP. PIER, TYP. - I Non circular Handrail All risers must ba equal I I p permitted, NEW CONSTRUCTION Porlmeter 4"Min. provided that the Opening (z - - - - - - - - - - - - - - - - - - - - �i - in het ht and ee mot Riser BM2 N P 2X10 LEDGER BOARD P/T 2X10 LEDGER BOARD P/T 2X10 LEDGER BOARD °' o I p 6-114'Max 8 between treads does nOt Scale 1"=lro'-P>" -_ BEARING WALL j�r.y� exceed 8-114 height -- - - 1 !n permit the passage of a ______________ -; i- (For type 2-sea NYS 315.2) Date ,a3/15/21 NEW P.C. FND. WALL 4 inch dt meter sphere. O ! ® a f ------------------ - _ to I I 6 ' BMI `~ I BMI I G5-WSP _ Revisions c� cv •: .'; .r r- m ® I (Continuously sheathed wood structural panel P/T (2) 2X10 P/_T (2) 2X_IO_ _ P/T (2) 2X_10 _P/T (2)_2X10 C _P/T (2) 2X10 _ vi P/T (2) 2X10_ _P/T (2) 2X10 _ P/T (2) 2_XIO _P/T (2) _2X10 _ .P/T (2) 2X10 _ _ Iss. - - -- - --- -------- - - ------ -- - --- ------ - - -- - - --- -- - -- - -- ---- - - --y: - --- - -- FASTENERS EDGE 12 FIELD 7 STAIRS DETAIL Now; DECK DRAWING5 7'-0" 7'-O" T-O" -1'-0" 4'-7" 5'-7" „ S-5 I/4"=I'-O" WOOD STAIR 4 RAILING. TO BE SELECTED BY OWNER (MAX. RISER HGT 8-1/4" 4 MIN. TREAD DEPTH SHALL BE ct") MIN. HEAD ROOM V-8". HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAY. HANDRAIL HSHT NOT TO BE LE55 THAN 54" 4 4" THICK P.C• 4" THICK P.G. SLAB ® BOTTOM 74'-5" NOT MORE THAN 56" ABOVE STAIR TREAD N051N6. HANDRAIL SHALL HAVE A OF STAIR STRINGER, TYP. OF STAIR STRINGER, TYP. PERIMETER DIMENSION OF AT LEAST 4" 4 NOT GREATER THAN 6-1/4" W/A MAX 2 DECK FOUNDATION PLAN 6 GROSS SECTION OF 2-1/4". I CODE INFORMATION POOL GAPAGITY ENTRAPMENT PROTECTION FOR SWIMMING POOL SUCTION OUTLETS 2020 Residential Code of NEW YORK State (publication date: November 20101) A6106.1 GENERAL. SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR M 2020 Building Code of NEW YORK State (publication date: November 201cl) SIZE DEPTH VOLUME (GU. FT.) CAPACITY (GAL) SPA. 51NGLE OUTLET SYSTEMS, SUCH AS AUTOMATIC VACUUM GLEANER SYSTEMS, OR OTHER SUCH MULTIPLE SUCTION .• 0 2020 Plumbing Code of NEW YORK State (publication date: November 201a) OUTLETS WHETHER 150LATED BY VALVES OR OTHERWISE SHALL BE PROTECTED AGAINST USER ENTRAPMENT. c POOL I6-Ox46-O 2,555.6 24,500 ' " ' " 3.8'-'1.8' -14 2020 Mechanical Code of NEIN PORK State (publication date: November 20101) A6106.2 SUCTION FITTINGS. ALL POOL AND SPA SUCTION OUTLETS SHALL BE PROVIDED WITH A COVER THAT c M V, 2020 Fuel Gas Code of NEW YORK State (publication date: November 201a) CONFORMS WITH AN51/A5ME A112.IQ.8M OR A 12AX12A DRAIN GRATE OR LARGER, OR AN APPROVED CHANNEL DRAIN :a 2020 Fire Code of NEW YOR< State (publication date: November 201a) SYSTEM. EXCEPTION: SURFACE SKIMMERS M U 2020 Property Maintenance Code of NEW YORK State (publication date: November 20101) 2020 Existing Building Code of NEW YORK State (publication date: November 20141 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 201a) CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS nn 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings ("A5HRAE a0.1-2016") LOCATED THEREIN BECOME M1551NG OR BROKEN. SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE �t a IGG AII'1.1-200Q Accessible And Useable Buildings And Facilities With The NY5 PROP05EDly Adopted Accessibility Sign I -2 I -2 6 APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN, AS FOLLOWS: "' �2" BLUE STONE COPING I. SAFETY VACUUM RELEASE SYSTEM CONFORMING TO A5ME A112.14Q.1-7, OR DECK ASSEMBLY. SEE 2. AN APPROVED GRAVITY DRAINAGE SYSTEM O TABLE R301.20) _ DECK DRAWINGS ON 5-5 A6106.4 DUAL DRAIN SEPARATION. SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS SHALL BE PROVIDED WITH CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 0 �'.-� 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 (5) FEET SHALL SEPARATE SUCH OUTLETS. THESE SUCTION OUTLETS SHALL BE PIPED 50 THAT WIND UNDERLAY- LIMIT OF - POOL BEAM WATER 15 DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF PROTECTED LINE TO THE PUMP OR GROUND SPECIAL SEISMIC FR05T WINTER MODERATE AIR MEAN PUMPS. A6106.5 POOL GLEANER FILTERS. WHERE PROVIDED, VACUUM OR PRE55URE GLEANER FITTIN6(5) SHALL BED SPEED TOP �6RAPHICAL BORNE MENT FLOOD SNOW WIND GA'CATEGORY WEATHERING ESIGN LINE TERMITE DESIGN REQUIRED HAZARDS FREEZING ANNUAL r ,500P51 CONCRETE LOCATED IN AN ACCE5515LE P051TION(5) AT LEAST 51X (6) INCHES AND NOT GREATER THAN TWELVE (12) INCHED LOAD (MPH) EFFECTS f?EGION DEBRIS DEPTH TEMP ACTION INDEX TEMP _� BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE 5KIMMER(5). REGION - MODERATE ---FORM BY "STEELTEX", 20 psf 140 NO NO NO B SEVERE 3 FEET 11 YES NA NA 615 52.1 DEG. II "MA50NITE" OR 5/e"TO HEAVY Ci PLYWOOD FENCE NOTES: N ®a"O.G. EACH_') -i POOL FENCING SHALL COMPLY WITH 5EC AG 105 OF THE NY5 RESIDENTIAL BLDG. CODE. M ALL POOLS SHALL BE COMPLETELY ENCLOSED BY A FENCE AND ALL FENCE OPENINGS OR POINTS OF ENTRY O 1 ; — -' w 1 I' I WAY INTO THE POOL AREA ENCLOSURE SHALL BE EQUIPPED WITH GATES. ,50OPS1 CONCRETE a 46'-0" POOL GATES SHALL SWING OUT AWAY FROM POOL. ALL GATES SHALL BE EQUIPPED WITH 5ELF-CLOSING AND I SELF-LATCHING DEVICES PLACED AT THE TOP OF THE GATES AND ALL GATES SHALL BE LOCKED WHENEVER i 1 :I i OMPAGT SUBGRADE 0 _I a PROVIDE THE POOL 15 UNATTENDED. POOL FENCE TO BE A 4'-0" HIGH N 11 2 2 5 O I OI O 3qco O I- _ ( ' { j :: 1=- I i _ I - FORMWORK FOR 8 I aENRAL NOTES:- GE POUR-O 30-O I O I. THE DESIGN 15 BASED ON DRAINAGE 501L WITH LE55 THAN 10% SILT. GROUND WATER SHALL NOT EXIST WITHIN THE r , LIMITS OF EXCAVATION. IF GROUND WATER EXISTS WITHIN 6-0" BELOW GRADE, SPECIAL DEWATERING FACILITIES WILL II I I -- -- ---- ----------- - -------------------------------------------- ----------------------- I. _ I'' E 1 - BE REQUIRED. i I - 2. NO SURCHARGE ALLOWED WITHIN 4'-0" OF SHALLOW END AND b'-O" OF DEEP END. 0 I I I i `--------- ------------ -- ---------�._._-.___r___ I ! '- II - i �__ ------------ --------- --- , i ---------- -- - ------------------------------------------------------------- _ % ( _. I _I 3. APPLIED CONCRETE (GUNITE) SHALL BE A 1.4 MIX WITH A MAXIMUM OF 5.5 GALLONS OF WATER PER I � THE PNEUMATICALLY -- ; . g.- ' _ _ SACK OF CONCRETE. BENCH II I { I I i i � � �' � I I i. ff + ' � s � - � � 4. THE REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WfTH THE MINIMUM LAP OF 30 BAR DIAMETER. N + 1 I I i 5. POOL WATER SUPPLIED BY OWNER5 GARDEN H05E OR FILL SPOUT AS REQUIRED TO KEEP DURING FREEZING WEATHER. PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HR5. 6. FILL SPOUT TO BE I" GOOSENECK WITH A 12" AIR GAP BETWEEN SPOUT AND POOL WATER LINE. PROP. i i I i SPA i i N. WALL SHALL BEAR ON UNDISTURBED SOIL. EACH RESIDENTIAL 5WIMMING POOL INSTALLED, CONSTRUCTED OR 5UB5TANTIALLY MODIFIED AFTER DEGEMBER 14, 2006 O I I AND EACH COMMERCIAL 5WIMMING POOL INSTALLED, CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DEGEMBER 14, I I I 2. ALL CONCRETE SHALL BE PLACED A5 MONOLITHIC POUR. I I i I I I 2006 SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM WHICH: I a I 161X46' PROPOSED POOL " - 4 FOOL � Tl"�I L A. IS CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND GIVING AND AUDIBLE ALARM WHEN IT DETECTS A CHILD O I z I I O ENTERING THE WATER - S-6 SCALE: 3/4"=1 '-O" B. 15 AUDIBLE POOLSIDE AND AT ANOTHER LOCATION AT THE PREM15E5 WHERE THE 5WIMMIN6 POOL 15 LOCATED C. 15 INSTALLED, USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS I I O i DUAL MAIN DRAINS I I NOTES: D. IS CLASSIFIED BY UNDERWRITERS LABORATORIES, INC. (OR OTHER APPROVED INDEPENDENT TESTING LABORATORIES) TO W/5TRAINER (VGB SAFETY i i TH15 15 TO CERTIFY THAT THE CONSTRUCTION OF A SWIMMING POOL REFERENCE STANDARD A5TM P2208, ENTITLED STANDARD SPECIFICATION FOR POOL ALARMS, A5 ADOPTED IN 2002 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, WE5T O CONSHOHOCKEN, PA. 1a428; AND V I i _ 2 THE POOL WILL BE FILLED BY A DIRECT I FILL SPOUT PIPED FROM E. 15 NOT AN ALARM DEV15E LOCATED ON PER50N(5) OR WHICH 15 DEPENDENT ON DEVICE (5) LOCATED ON PERSON (5) + I i �j i I —r 5-4 THE HOUSE WITH CONTROL BY A GATE VALVE AT THE HOUSE. THERE 15 FOR ITS PROPER OPERATION �-- M i I A STAINLESS GOOSENECK ABOVE THE COPING WITH A 12" AIR GAP F. MULTIPLE POOL ALARMS. A POOL ALARM INSTALLED PURSUANT TO GORE MUST BE CAPABLE OF DETECTING ENTRY INTO 11 1 Q Z BETWEEN THE FILL SPOUT AND THE POOL. THE POOL IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE 5WIMMIN61 I I POOL, MORE THAN ONE POOL ALARM SHALL BE INSTALLED ` THE POOL WILL BE CONSTRUCTED PNEUMATICALLY APPLIED STEEL r + - __-_-_ - ________________ ____________________ -_� i REINFORCED 5000 PSI CONCRETE AND THE POOL WATER 15 DESIGNED "ALL WATER EITHER OVERFLOWING OR EMPTYING FROM THE POOL SHALL BE DISPOSED OF ON THE OWNER'S LANDA" 0 ----------------- --------- ,a r----------------- ----------- - ------------ ---------------------------------------- -- --- - TO BE CONTINUOUSLY ROUTED THROUGH THE FILTER AND O I 34'-111 REPROP05EDED FROM YEAR TO YEAR. THE DRAINAGE FROM THE "ALL LIGHTS USED TO ILLUMINATE THE SWIMMING POOL OR POOL AREA SHALL BE SHIELDED 50 AS TO PREVENT THE SHINING n t , • - L L-------- FILTER WILL NOT INTERFERE WITH THE PUBLIC WATER SUPPLY. THE UPON THE PROPERTY OF ANY ADJACENT PROPERTY OWNER."o 0 � v ia-� �j EXISTING SANITARY FACILITIES, NEIGHBORING PROPERTIES OR PUBLIC „ , , HIGHWAYS. NO LOUDSPEAKER DEVICE OR EQUIPMENT OF ANY KIND SHALL BE INSTALLED OR USED IN OR ABOUT THE SWIMMING POOL OR POOL AREA UNLESS THE SAME SHALL BE MUTED 50 A5 TO PREVENT ANY NOISE FROM BEING HEARD BEYOND THE -O ALL CON5TRUGTION 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. .AIL .f1 TO BE CONFIRM WITH POOL THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMEN51ON AND "PROVIDE SUCTION FITTINGS AS PER A6 106.2"A 0 COVER MANUFACTURE CONDITIONS IN THE FIELD BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE THE NECESSARY COORDINATION "PROVIDE ATMOSPHERIC, VACUUM RELIEF SYSTEM A5 PER AG 106.311Q 0 �v POOL FLAN _ BETWEEN ALL TRADES WITH REGARDS TO THE DRAWINGS. _ "PROVIDE DUAL DRAIN SEPARATION A5 PER AG 106.4"A 0 S-6 SCALE: I/4"=I'-O" NOTE: • ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH 2O20 "POOL GLEANER FITTINGS TO COMPLY WITH AG 106.5" RESIDENTIAL CODE OF NEW YORK STATE (PUBLICATION DATE: NOVEMBER 2011) '_O" 8'-O" (� SEE DETAIL 5/5-6 r POOL COVER VAULT COMPOSITE DECK FLOOR ,—TANNING LEDGE 12 WIDE POOL BLUESTONE BORDER jo ------- -- � by ------ - - 1 A5 MANF. Cp, POOL DECK ASSEMBLE. h S T SEE DECK DRAWINGSSPECSlv P G g" — r I III 4" 6" 6" 1 �- -, ( (5-5) FOR MORE INFO. Q 1 18�, WIDE SPA BENCH, TYP. Z :: ` ; _.-_, V +""'=-``--- - �--- = POOL ----------- dJ 5 �9T �36276 O� STEPS, (TYP.) - I I ! i -011 �SPA 5 4 OF NE #4 CONT. NOSING BAR AT + I STEP EDGE, T1'P. OF 3 WALL/ FLOOR AS DETAILED 2 COMPACTED SAND : I 12 BLUESTONE COPING, TYP. TI SEE DETAIL 4/5-5 -- ' { -" - j I Michael 5udano, Architect P.G. - �� 40 5enix Ave, ---DUAL MAIN DRAINS I ( 1 O Center Moriches, NY IIg34 2 --- --- 1 631 874-0568 BENCH BUTTAFO CO RY POOL SECTION MBERL DR.,1165 KII S-6 SCALE: 1/4"=1 '_O" #3 ®q"O.C. EACH WAY �, I _ _ i I �- ! I = - SOUTHOLD, NY 1 TO WASTE PUMP WITH TIMER -- --- --- - 1O " ' ' - i I FILTER SWITCH 3,SOOP51 CONCRETE ` i -, I -_� SPA WATER LEVEL ec 70 Block 13 Lot 20.7 - i -- -oil_ COMPACT SUBGRADE - I :, 12 BLUESTONE COPING, TYP. CHLORINE PROVIDE FORMWORK FOR I ` 1 I I_ 16 5 O 16 I `�.':..' : i..__�-I � !-___.: I I ..- -� PLEASE NOTE: GENERATOR HAIR D T STRAINERCONCRETE WALL POUR 1 I L__.___ _:_i L____'. 1 ,._._:.... I - (2)-#3 CONTINUOUS (OPTIONAL _ POOL BEAM Information for landscape site plan ,•. was gathered by survey (AJC Land AUTO SKIMMER POOL ' ' - = .• +• Surveying, last dated 05-14-19) and — i 1 3,50OP51 CONCRETE architectural plans (TBD, last dated 5 � UL.T1nlL.L 17T I L _ m m 0-00-00) to be used for illustrative ° purposes only and as such any :• :°,••• �p •.,a •.•s.',••• �, ..� #3 ® al" O.G. EACH WAY information intellectual property tof presented esi In routhe lc S-6 SCALE: 1"=1'-O" •• // (TYP. a 10 WALLS) p p Y � 9 9 p and not to be used without written consent. COMPACT SUBGRADE $ ELECTRIC POOL HEATER. POOL �- -- ` - ' PROVIDE I +, f-I j NOT FOR CONSTRUCTION PROVIDE FORMWORK BACK TO ' THERMAL POOL COVER _� I I ( _ __. I I_._. ; : I____- ._ FOR CONCRETE WALL POUR Scale 1"=16'-m" POOL Date 03/15/21 Revisions 2 MAIN DRAINS / - POOL DRAWINGS 3 POOL. PIPING SGf� i"«T I GNP lNTR TRTI"l� NT DETAIL 6 SPA DETAILS S-6 SCALE: N.T.S. i DRAWING INDEX (SLIP SHEETS) GORE INFORMATION ��_; �ee�t Hill RdVj �rafa`mRd �,2 1' , � ' PROJEGT INFORMATION + �, Minimum Uniform) Distributed Live LoodsToble R501.5 ,� - "`rya ,�Q ``i N o DRAWING DRAWING NAME 2020 Residential Code of New York State (publication date: November 2019) y 'ct�. HarpersPoint" STATE NEW PORK C o NUMBER 2020 Building Code of New York State (publication date: November 2019) USE LIVE LOAD DEAD LOAD ermi,uln i y,` COUNTY SUFFOLK COUNTY Z . �0 2020 Plumbing Code of New York State (publication date: November 2019) -"- ��" °°� `� a �i S-I SITE PLAN 9 p r - TOWN TOWN OF SOUTHOLD S-2A PATIO DRAWINGS 2020 Mechanical Code of New York State (publication date: November 2019) Exterior Balconies 40 sf 10 sfCd 2020 Fuel Gas Code of Ni York State (publication date: November 20111) p p e. SITUATED IN SOUTHOLD � E o Q 2020 Fire Code of Ni York State (publication date: November 2019) Decks 40 psf 10 psf ! ai�`�S m /" OWNER BUTTAFUOGO +� 2020 Property Maintenance Code of New York State (publication date: November 2019) 1.jockey creak Dr _ e y J p y p t okey C� r cn ADDRESS 1165 KIMBERLY DR. 2020 Existing Building Code of New York State (publication date: November 20141 Passenger Vehicle Garages 50 psf as per plan II I x ( �A_..,, o M 'S 2020 Energy Conservation Construction Code of Ni York State (publication date: November 201,51) i•t `" ^"° x to G� SOUTHOLD, NY o 2016 edition of the EnergyStandard for Buildings Except Low-Rise Residential Buildings ("ASHRAE 90.1-2016") ATTICS without Storage 10 psf 10 psfSQUTHQLD.GUCLF W Kad z e o e 9 P 9 ; r; a�'C` 3, �rr� ZONING INFORMATION R-40 c IGG AII7.1-200ci Accessible And Useable Bulidings And Facilities With The NYS Newly Adopted Accessibility Sign ,^ a co ATTICS with Storage 20 psf 10 psf White Blossom House o dy SECTION 70 7AE3LE: R501.2(I) ROOMS other than sleeping rooms40 psf 10 psf BLOCK GLIMATIG AND GEOGRAFHIG DE51GN GRITERIA Sleeping Rooms 30 sf 10 psf Ile n q. I � �'r a �'`� Q p p c�i�:erave N s- N ��r ��, DISTRICT 1000 _ Goose Creek Beach. j__... �.� WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf 10 sf 3 `- >> `+ - OCCUPANCY GLASS RES. SINGLE FAMILY RESIDENCE ICE SHIELD p p 3no Farms WIND LIMIT OF ctoarvte; �' i`I '� __ LOT AREA AREA = 53,317 Sa.FT. OR 2.2ci5 ACRES GROUND SPECIAL SEISMIC. WINTER UNDERLAY- MODERATE AIR MEAN Guardrails and Handrails 200 psf 10 psf w�•e TOPOGRAPHICAL BORNE FLOOD • Hr SNOW SPEED (MPH) WIND DESIGN FROST LINE DESIGN MENT WAVE FREEZING ANNUAL , LOAD EFFE:GTS REGION DEBRIS CATEGORY WEATHERING TERMITE TEMP REQUIRED HAZARDS INDEX TEMP ROOFS : {j DESIGNER: Q DESIGN GROUP ZONE DEPTH ACTION rm Sterryyy B:n -.^ f' -m� G;¢cam Flat or rise less than 4 inches 16 psf C�� - ' � �oort�Q=�, S° PO BOX 33 _� MODERATE TO per foot (1:3) p 20 psf 140 NO NO NO B SEVERE 3 FEET HEAVY 11 YES NA NA 61S 52.1 DEG. p E� SAGAPONACK, NY IIg62 MANUAL J DESIGN GRITERIA Rise 4 inches per ft. less than 12 12 psf 10 psf PHONE: (631)-20g-2010 inches er ft. 2 VICINITY MAP " 5-I SCALE:N.T.5. c°v ALTITUDE HEATING D E 5 1 GN N 0 INTERIOR DESIGN 1 ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE TEMPERATURE FACTOR TEMPERATURE DIFFERENCE COOLING Compliance Statement: The proposed building desi n described here is consistent with the TEST HOLE DATA + 40' N 12.5 DEG 84 DEG I 70' 75, (DB 63' NB) 57.5 p p g g 0 building plans, specifications, and other calculations submitted with the ZONING REQUIREMENTS: 0 ' COOLING permit application. The proposed building has been designed to meet 1%8�15 WIND VELOCITY WIND VELOCITY COINCIDENT WET o TEMPERATURE HEATING COOLING BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDIY the 2018 IEGG requirements in REScheck and to comply with the a DIFFERENCE mandatory requirements listed in the REScheck Inspection Checklist. EL7.3' MIXED SAND AND LOAM LOT AREA �o \ 'j Cl 15 7.5 71.5 M 30% 45-55% BROWN SILTY SAND SM (from west property line to the tieline) ................55,517 Eq,ft. a 3' • GENERAL NOTES: LOT AREA PALE BROWN FINE TO MEDIUM SAND SP (from west property line to ex. bulkheat).............41,846 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, EASMENTS, BURIED UNFORSEENS; EL a4' 6.9' CONTRACTOR MUST NOTIFY 0 DESIGN GROUP IMMEDIATELY AND/OR THROUGHOUT THE PROJECT. WATER IN PALE BROWN ALLOWABLE LOT COVERAGE 20%:.......................... 58,56a ft. • CONTRACTOR SHALL GUARANTEE ALL WORK AND IS 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 IS RESPONSIBLE 8. FINE TO MEDIUM SAND SP �' FOR CORRECTIONS TO PLAN THAT ARE NECESSARY, AND CLEARED BY G.D.G ; WORK IS TO BE COMPLETED IN THE BEST STANDARDS OF BUILDING PRACTICE. LOT COVERAGE: • ALL CONTRACTORS ARE TO GLEAN UP Tf-°EIR WORK AREA DAILY AND POLICE THE SITE OF ANY GARBAGE AND DEBRIS REGARDLESS OF OWNERSHIP. AND TO CONTINUE TO MAINTAIN A PROFESSIONAL LOGK TO THEIR TRUCKS, STAGED WATER IN PALE BROWN FINE SAND SP AREAS AND PERSONAL SELF. LABORS SHOULD BE UNIFORMED AND MUSIC SHALL BE KEPT TO A MINIMUM. SMOKING WILL BE PROHIBITED UNLESS CLEARED WITH Q.D.G.. EXI5TIN6 HOUSE, GOVERED ROOFS 17' N1 RAISED DECKS.................................................5,4105q.ft. • NO WORK SHALL COMMENCE WITHOUT THE OBTAINMENT AND SECUREMENT OF A BUILDING PERMIT. ALL WORK IS TO BE PERFORMED WITH ALL STATE, MUNICIPAL AND LOCAL ZONING AND BUILDING CODES. DAYS AND TIMES HOURS OF NO ENCOUNTERED 6.9' BELOW SURFACE EXISTING SHED............................................................101 5q.ft. V OPERATION SHALL BE CODE. PROPOSED POOL.............................°........................756 Sc[.ft° V • 0 DESIGN GROUP IS 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 FROP05ED DECK 7- NRITTEN CONSENT IS PROHIBITED SOIL BORING N1 PAVILION and KITGHEN...................................1,421 5q.ft. • ALL UTILITIES ARE TO BE LOGATEID, MARKED OUT AND PROTECTED BY THE CONTRAGTOR'S EXCAVATING ON SITE OR GUTTING WITH UTILITIES OVERHEAD. IF PRIVATE MARKOUTS ARE NECESSARY FOR THE WORK HIRED, THE THE INFORMATION SHOWN HEREIN ARE BASE ON A SOIL BORING TOTAL:.................�1682 sc�.ft. lu REPORT DATED 12/I/21 BY McDONALD GeoSGIENGE CONTRACTOR WILL CONTACT Q.D.G. PRIOR TO ANY WORK COMMENCING. (P.O.B. 1255 SOUTHOLD, NY 110171 TEL. 631-765-3677) PROPOSED LOT COVERAGE ........................18.3% (7,6 82 V1 EX. COVERED PROPOSED PAVER LANDING EXISTING PLAY SET KEY OF GRAPHIG SYMBOLS z STOOP EXI5TING STEPS 4'-0" HT. PROPOSED ^ PROPOSED ARBOR CHAIN LINK FENCE u EXISTING CHAIN LINK 1 PROPOSED PPING EX. WALK FENCE STONE PAVERS EXISTINC-� AUTOMATED GATE EXISTING GRAVEL DRIVEWAY (� J O All PROPOSED RISER OF STEPS• 1, EXISTING B CURB, TYP. N34�82_� 20 E nn 1 is 20 (' 3 EXISTING VEGETATION TO REMAIN O 1 1 i 3 m t X r PROPOSED EVERGREEN V! ++• ❑❑❑❑❑❑❑ ❑ I7117 TREE It o_ 1 - - - - -- -- ----- -- - --- -- --- --- --- - - - - --- --- -- -- _ - -- - --- -- -- - -- - - - - - - - - - - 1 15'-O" SETBACK O 1 ;I j � .a — —_——— PROPOSED DECIDUOUS 1 � — ----- --- TREE EXISTING TREE TO REMAIN Q 0 0 0 I + PROPOSED EVERGREEN/VECID. EXI5TIN6 MYNEL-I-- ;1 1 1 rn SHRUBS EXISTING SEPTIC TANK 1 1 EX.6ARASE EX. UPPER 1 F.F.EL.EL.+10.6 DECK " " l n \ �;'! i � , `�., \ PROPOSED misc. OVER 1 )I'i l 'l 1 �" ',�"1 '� �"� GROUNDGOVER 1 LOWER D II II !i!'I 1 1 DECK EX. STEPPING «a,sT 1 STONES TO BE � J j ❑ 1 �;-j n•cAL n -.—.—.- EX. AND PROPOSED FENCE LINE 1 ❑ 1 REMOVED Locusrl j r I EX. 2ND D %II,III ❑ 2 STORY FRAME FL. Ii ❑ ,• J'-�' \�� sT ° , !' RESIDENCE CANT. rn 1 II ) F.F.EL. EL.+12.4 \ Ili CAL OVER. „III !. EX DECK DECK L';I'l .,,\ IcusT o X. DOUBLE GATE. ONE rn 1 �A�'i' -''' I _ PORTION OF GATE TO BE +I'' PROPOSED 55 GAL. I ! '" . FIXED AND GATE TO HAVE FLOW WELL W/INLET SELF CLOSING/SELF \ PROPOSED POOL ❑ ` LATCHING HARD NA RE. l \ W RE. E M ! Ire„ I �' . r D II' EXISTING 67ENSET TO IiI ! ' w�,,1' „''I'! ❑ \ s BE RELOCATED I I a J ❑ \ i (FILED UNDER I PR POSED O 1 EPARATE PERMIT) D I I WOOD STAIRS\ = r ✓1- \ T.B. IT.B.RI -�` \i1J'_ - 4 -- - i�, "'i ill) I' ❑ TYP. EX. HOSE BIB TO l �'CAL.i I EX - - WHITE OAK - - 1 __ BE RELOCATED - BUTT FUO O RESIDENCE 1 ; - --- -- PROPOSED 1165 KIMBERLY DR. O O - __- STAIRS, TYP. \�� SOUTHOLD, NY 1 \ 1 PROPOSED- - - -------' �O� PR o� \` \ PAVER WALK CONCRETE ACCESS \. I I I N PROPOSED STONE WALL TO BE i - - �1 STAIRS W/PAVER \y t_1' ----' o REPLACED 8' LANDING. DETAILS N \� �o N sec 70, Block 13, Lot 20.7 SHED W/NATURAL i P. __ ❑ O PLEASE NOTE: i i i ••"� Ib'X PROPOSED POOL SPA — ❑❑ - PAGE 5-5 r` 1 1 LOCATION 1 BOULDERSi v i i ; i ! __ ❑ \\ �-1611 N Information for landscape site plan ❑ \ \� f \ - was gathered by survey (AJC Land Surveying, last dated 05-14-Iq) and Ex. 1 „ i i ❑: .' a \ architectural plans (TBD, last dated IS'-O" SETBACK ' 1 0-00-00 to e d r ra Hli\ use for illustrative e - - ------------ ------ L _ \ I "SETBACK purposes only and as suchany -- ——-- ——————— — I _ —— — _ information presented is the —— — ————— —— — — ———— 1 "�y NEW LOCATION OF _ J intellectual property of gdesi written PROPOSED 4,_On HT. POOL and not to be used withoutt writtenten 1 I RELOCATED GEN5ET ?` ENCLOSURE FENCING WITH 4'-0" \ consent. (FILE UNDER SEPARATE - J - WIDE GATE AS PER NYS POOL T \ NOT FOR CONSTRUCTION - -- - PERMIT J J CODE. SEE DETAIL 5/A-2A �. ilia.---^-�_- z ------=-. -_. Scale 1/16"=1'-011 4�g22 20' PROPOSED 16' X46 XISTIN CONCRETE WAL EXI5TI NG WOOD BULKHEAD .52' EX. J EX. J LEX. EX. OPOSED 4'-O" HT. POOL POOL W/ 8'x8' RAISED ASSEMBLY TO BE REMOVED PROPOSED TO BE MODIFIED BY Date 01/03/22 ELEC. GAS WELL SHED TO B 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 WIDE GATE AS PER NY5 POOL DETAILS ON PAGES-6 ON TOP TO MEET 4'-0" HT. TO 4'-O"HT. PROPOSED FENCE` ATOP SOD,. SEE DETAIL 5/A-2 PROP05ED PATIO, SEE PROVIDE POOL ENCLOSURE AS EX. STONE WALL DETAILS ON PAGE S-2A PROPOSED POOL DECK. SEE PER NYS POOL CODE, TYP. SITE PLAN SHEET 5-4 FOR MORE INFO. SITE PLAN PROPOSED OUTDOOR KITCHEN PROPOSED PAVILION ATOP #X S-I O 8'-O" 16'-O" 32'-O" 48'-O" ATOP PROPOSED DECK, SEE CONCRETE MASONRY PATIO SOIL BORING B-I TEST LOCATION DETAILS ON PAGE 5-4 SEE DETAILS ON PAGE 5-2A PROPOSED POOL COVER VAULT ,. .: s i — I ENS 1 NEER OF RECORD FOR PAVILION STRUCTURE AND IL — PAVILION FOUNDATION: r, a EXISTING HOUSEal COMPOSITE WOOD STEPS TO WALKWAY TO EXISTING HOUSE N.I.F� CODE (3R-8", 2T-12") COMPOSITE WOOD STEPS TO WALKWAY TO It 7.'0 \ CODE (3R-8", 2T-12") ----------- PAVER WALK ATOP 4" CONCRETE 8' 8" --- ---------------------------------- @� -- SLAB WITH 6X6 WWM. 4" WALK CONCRETE SLAB DA EL P HURLEY, PE, SUBSURFACE ENGINEERING � � � WITH 6X6 WWM. m .5 12" BLUESTONE BORDER, TYP. x �; m _ _ EDGE OP BLUESTONE BORDER, TYP. �OF NEw, g 4-6 POOL COVER VAULT ASSEMBLY POOL COVER VAULT ASSEMBLY COAp� �F a co - --- UNDER BLUE STONE. COORDINATE � R �-`-i �+'„ W/ MANUFACTURE'S SPECS 4'-2" 11 FOUNDATION COORDINATE YV BLUESTONE STEPS MANUFACTURE'S 5PE05 ,- MLU O 41_2 (3R-6", 2T-12") STEPS (3R-6% 2T-12'9 2 Sy --- �- :'2" STONE VENEER, TYP. N� 6A 703701-ZN �CFESSI0NP ---- — — — — — — — — 13'-I O" lJ 1 - ----------—�-- ----- ------ � ! -- - ---------------------------------- to � -- -- -- 1 \�---------------------- i~ I : Q a 6 �t {,� ,• N r I l "• 4YAXI STEEL POST1 t.° ti - I( WPLDED TO MOUNTING - --- -- --- - - = a- - _ -�- - _-- —�-- , PLATE, TYP. SEE 4/5-2 105MAXESSROAQ I I , SUITE 124 + j IT i ( / -' I '�1 +--------------------------+--- I MEL NYm47 I I I cv I I (OD 990-W2 \ I N i I \• I I _1- I .T I_ j II, :� _-i � ' � I I I 1 i I i •• i I .. I I •• � °• I a, !' 5,�UE5TONE PATIO ATOP 6 CONCRETE SLAB WITH 12X12 - W14XWI4 6" CONCRETE SLAB WITH 12x12 W14'<W14 i t SELF LATCHINS DEVICE COMPLIANT O O j j I R I I WITH THE NYS POOL CODE AT 54" MIN. HEIGHT r' - II I I N I •° I 1 1 I I 5-I12 1 5"x 1 5" HORIZONTAL j l 181 DIA. PERMAGAST COLUMNS TO j I I Y I I I 18-6 I I i RAIL, TYP. I M�TGH HOUSE COLUMNS IN ALL 1 I I i I I I I I All j R SPEGTS (W.F.), TYP. 9) 10 I I I I '-2 '-2 6'-0" j 24"W x IS"HT CONCRETE i 1 • a, o HAUNCH, TYP. SEE I „ „ 13�UEST, STEPS TO GRADE I XI PICKETS I I r 14-3 -I DETAILS 4/3-2 FOR •. i ( i i ' I I I -- 0.0.62 WALL), TYP. T� CODE, (4R- 8.25" 8 3T-13") r �'� I 1 J I � j I I I , , I MORE INFO. �- - -------------------- r SELF GLOSI NS HINGE, 1 I i TYP. I - - - - _ - --- --- ..�•;. i= I ';.: i = = POST STABILIZATION PER 'n I •. — — — MANUFACTURERS H r ' MANUF G v! m ' I ! - -- - - - -- m - -- -- •G:a �m - ------------------- lu RECOMMENDATIONS I �....., r- - ------- --- -------------- - I •4 - \ , ---- -- - ---- - - - ' , „I_I_ III_-iII -IiI--III I- lI - II -Ii1- I ,Z i � to �/ — -' L- — — _ — — — — — — — — — —' —'— — — - - •. . _ - ------ ----- - -- -- - I,'', III= I Ili. �I !I'--II I _=1� III III-III !11- ,I -11� 'll-'III_ -11i-1!!- .� V1 l� - « , - -- ----- I- 1 - If II _Ili- _-1i1 III II=III=II! - _lil III !1 =III -11 (� -2 13 10 -2 ------- = -------------------------------------- !I I'- I,II I;I-1IIIIIII_II,I Ij,II =i!1 =1I1=III-i II IiI_II 0 Z 1- II III 1 _ I1 1 11 III_il 111�III i!flilll IIII 1111-OI 1 I -5 21-0 4-3 2 _ I._! - I I I I I= I is III- I I Ilil_lill li II - II ICI- 1� 20'—O" 4'-2" III-I O IA I III I1= a I • »r+.e.a,. &"w, Fw r � I!v t^a «-.,..� - I. I!I-_--I i__ - Ilu I-!I -I I PATIO PLAN � � 2 PATIO FOUNDATION PLAN 1 ' -">--"P •,'--- ' `' S POOL FENGINS DETAIL-2A (/4"=t'-O' SUITE 124 S-2A I/4"=1'-O" 10SMAXESSROAD MELVDJA W m47 n (631) SUITE 124 MELVILLE,NY 11747 S-2A SCALE: 4 9803912 EDGE OF BLUE STONE BORDER, TYP. 2" STONE VENEER, TYP. O IB S"`1 111 j 4 ---- 31_11 1_2 SxBxl/2 FL --------------- " L 8" DIA. PERMAGAST COLUMNS BY , 8 MIN. � "HBsS" W/ THREADED ROD 4x4xl/8 H55 ' VARIES, SEE SECURED TO FOOTING BELOW WITH ' FOUNDATION � TOP MOUNTING PLATE AND TO 12 12 PLAN Ul - 9 " GLU - _ = MATCH HOUSE COLUMNS IN ALL 6 6 I 4"x4"xY8" HSS _ 7m RESPECTS (V.I.F.), TYP. �' 12 12 8" MIN. 8 , 8"x8"xy2" BASE PLATE VARIES, SEE c0 �0 , PACKET IN SLAB I i FOUNDATION I - C (2H HEADER I rp -i T I I I I o i PAVERS, TYP. 4X4X1/8 STEEL HSS POST WELDED TO M ,5 4X4X�" STEEL HSS POST WELDED ____I 1 2" BLUE STONE BORDER, TYP. I I TO 8"X8"XI/2" MOUNTING PLATE, � OOGRETE SLAB, TYP. Q 8"x8"xY2" MOUNTING PLATE, SEE DETAIL SEE DETAIL 4 5-2 FOR MORE _ 4/5-2 FOR MORE INFO. (TYP. OF ALL ( / 2 STONE VENEER IF R EQU I RED COLUMNS) Q I I I I INFO. (TYP. ALL COLUMNS) _ P.T. 2 8 RJ ® 2X8 RJ ® � FINISHED GRADE ADJACENT TO PAVILION U SINGLE LAYER OF II T N 1610.0. I6 O.G. I _ PAVER PATIO ATOP 6 - 12XI2 W14XW14 CONCRETE SLAB WITH 6X6 WWM. THICKNESS ALL STRUCTURAL MEMBERS MUST BE 1 I I I 1 „ 1 -I PRE55URE TREATED OR RATED FOR 8 8 2" BLUESTONE BORDER, TYP. I 3'-8" 15'-8" 3'-8" _ � EXTERIOR USE � cv - - 5:1.2 (5:12 6:12 - PAV I L I ON COLUMN ASSEMBLIES TO BE INSTALLED ---- ---------------- ----- FINISH " N ry0 ATOP NEW CONCRETE SLAB/HAUNCH. \ _ ° %>ir �i'` ii -_ _.. .-,- * -._ .- ��`� 1 ADJACENT RTO PAVILION GROUT HOLE B E UTTAFUOCO RESIDENCE X I X I _ SEE DETAILS 4/S-2 ` ------_- \\i\\i\\i\\i\\i�\+ �\\\ j\��\fir\\\i\\\i`i\\\r'\\\i ��`- '`��„-�� - m m I - - SOUTWOLD, NY 11G5 KIMBERLY DR., P.T. 2X 12 TRANSITION SLAB . +- - EDGE OF ROOF LINE (ABOVE) I 4 TYP- RIDGE BEAM THICKNESS (TYP) I'-OI'-O' 4" CRUSHED STONE BEDDING sec 70 Block 13 Lot 20.7 I I (2) LAYERS OF 12x12 - W14xW14 I 4X4Xye" H55 UNDISTURBED OR / / BELOW COLUMNS. OFFSET LAYERS B. SECTION/ELEVATION COMPACTED EARTH PLEASE NOTE: 4'-3" N TO CREATE 6X6 OPENINGS (TYP.) (4) 1" DIA. ANCHOR BOLT TO EXTEND " TO I" BEYOND TOP OF Information for landscape site plan p IS THICK X 2 WIDE HAUNCH HEAVY HEX NUT. TRIM BOLTS AS REQUIRED TO MAINTAIN was gathered by survey (AJC Land NOTES: Surveying, last dated 05-14-Iq) and (2) P.T. 2X BELOW PATIO SLAB, (TYP. CONCRETE COVER WITHIN SLAB TYP. HEAD UNDISTURBED OR COMPACTED EARTH I. CONCRETE SHALL BE 5000 PSI AT 28 DAY CURE. BELOW ALL COLUMNS) 4X4Xa" HSS I architectural plans (TBD, last dated Lij - - - - - - 2. REBAR SHALL BE GRADE 60 STEEL I BXSX�" BASE 0-00-00) to be used for illustrative 1i 3. BELOW COLUMNS WHERE TWO LAYERS OF WELDED WIRE MESH ARE USED, I PLATE, TYP. purposes only and as such any - I COLUMN CENTER LINE LAYERS SHALL BE OFFSET TO CREATE 6" MAX OPENING. 1/4" TYP. information presented is the 2" GROUT intellectual property of gdesigngroupllc 4. WELDED WIRE MESH SHALL BE INSTALLED 3" FROM BOTTOM OF POURED I ° a and not to be used without written m SLAB 8" MIN. I consent. 5�"X 1� " GLULAM 5. ALL METAL HARDWARE SHALL BE HOT DIPPED GALVANIZED (HDS) OR VARIES, SEE � (2) LAYERS OF 12x12 - WI4XN14 BELOW NOT FOR CONSTRUCTION - - - - - FOUNDATION ° COLUMNS. OFFSET LAYERS TO CREATE � STAINLESS STEEL (55). CONTRACTOR SHALL TAKE EXTREEM GARS TO PLAN I m EDGE OF CONCRETE SLAB NOT MIX HDS AND SS HARDWARE AND FASTENERS. �, ' 6X6 OPENINGS (TYP.) Scale 1"=16'-0" 6. ALL HARDWARE SHALL BE SAMPSON 5TRON5 TIE,OR APPROVED EQUAL. T ` ONGRETE SLAB, TYP. CONCRETE SLAB SHALL BE 5000 PSI Date 03/15/21 7. 6" SLAB AND HAUNCH TO BE POURED MONOLITHICALLY. m j • LEVELING NUTS AND WASHERS 4'—011 18'-2" 8. INSTALL COLLAR TIES AT 32"O.C. ALONG ROOF RIDGE 1 I 11 = Revisions 04.2q.24 T 5 T N 22 -2 THICKNESS --.-.-....� I=AT10 DRAWINGS � II e,, t 6 e •9a. s PAVILION DRAWII�ISS �" _ _f 4 PAVILION COLUMN MOUNTING DETAILS s-2A SGALE: i"=I'-O" "..._..............._ ......t s-2A I 1os MAXESS aou40. SCALE: I -O 10 M,�� surILLE NY 124 SUITE 124 MEL W"747 MELV 11747 (631)9803912 (631)980-3912