Loading...
HomeMy WebLinkAbout1000-92.-1-7 OFFICE LOCATION: OF SO(/ryO MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G O Telephone: 631 765-1935 cou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 12, 2021 Re: LWRP Coastal Consistency Review of DAVID & ELAYNA KAPLAN SCTM# 1000-92-1-7 Isaac Clay Coffey on behalf of DAVID & ELAYNA KAPLAN requests an Administrative Permit for an exterior renovation that will replace deteriorating parts of the home, including exterior siding, windows and doors; a proposed addition of 410sq.ft. of wooden decking comprised of the following areas: 48sq.ft. front entry deck on the eastern side of house; 60sq.ft. decking on the south side of house; and 266sq.ft. deck surrounding 40sq.ft. hot tub, along with a 36sq.ft. outdoor shower on the western side of the house. Located: 1700 Inlet Way, Southold. SCTM#: 1000-92-1-7 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided that: 1. Drainage for the hot tub and outdoor shower is verified. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney RECEIVE® Town of Southold OCT 0,7 2021 LWRP CONSISTENCY ASSESSMENT FORM Southol Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in z making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within,the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A 01i 0 ased'action 'gill be. dvvaluatai as tb'Is si" `ficaiit erie -cial d adv e a e coastal "ah clude 1 of Soutixold lomm 3: If any question in Section C on this form is answered "yes" or "no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. ' "hus + ieh. tser must bee Itedrin tleta llstin "Huth sn itina and tion sperm meets. if an action-cannot be certified as consistent with the LWRP policy standards and conditions,ft s—beff .riQ1 be u_fide�. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's Office. B. DESCIUPTION OF SITE AND PROPOSED ACTION SCTM# -92, 01 07e��Pea PROJECMNA.ME. 1700 Inlet Wa The'Applicatioa-h~as been submitted 10(check appropriate response): Town Board L_I PlanningBoard0 Build ingDept. ,.❑ Board of Trustees ' 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: This project is seeking a wetlands permit.Tidal waters (Hog Neck Bay) run adjacent to the south side of the property. The homeowners are proposing an exterior renovation Tiat replace deteri6iating parts of the home including exterior siding,windows and doors. This project also includes the proposed addition of 410 square footage of wooden decking comprised of the Mowing areas:48 sq ft front entry deck on the eastern side of house, 60"sq ft decking on the south side of house,and 266 sq ft deck surrounding hot tub (for a 40 sq ft hot tub) along with a 36 sq ft outdoor shower on the western side of the house.All proposed decks would be extensions of existing decking. There is no proposed ; change to the existing envelope of the building. Location of action: 1700 Inlet Way Site adeage: Present land use: single family dwelling, residential Present zoning classification: R-40 2, If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:_ Clay Coffey,RA (b) Mailing address: 430 Main Street 2nd floor, Greenport NY 11944 , (c) Telephone number:Area Code( 347-276-6093 , (d) Application number,if an Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 11 NoQ If yes, which state esr federal. cyl?. Evaluate the project to the following policies'by analyzing how the project will'further support or not support the policies. Provide all proposed Best Man gement'Practices that WU further each policy. :Incomplete answers will require that the form be returned for completion. DEVIAQPED COAST PgLCY Policy 1. Foster a pattern of development in the Town of Southold that enhances community.character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development.. See LWRP Section III—Policies; Page 2 for evaluation criteria, Yes [] No [] Not Applicable THE project retains t&existing community c aracter,preserves open space,m es etti6lent use R m astructure F dating an improving o y targete aspects o e ome. a si ing w' e rep acing a existing deteriorated wood and doors and windows will be updating outdated and poorly functioning ones. The 37-cOor decking-and spa additions are mindful of the adverse effects of development by staying within the existing- footprint xistingfoo rint of the house and surrounding area within the setbacks allowed for this lot. Attach additional sheets if necessary } Policy- 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 'Yes F] No x] Not Applicable This site does not have any historic or archaeological resources nor is it adjacent to any of these resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LW"Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable This project enhances visual uali by investing in Kel updates to the house to rehabilitate the overall aesthetic b Zglacing the old siding,windows and doors of the home. It will restore deteriorated and remove the degraded-, visual components (old windows and doors, shabbX siding).The newl .proposed wood-decks-are sized a ro riatel considering the existing house and site's scale.- Attach cale:.Attach additional sheets if necessary NATURAL COAST POLICIES -Policy 4. Minimize loss,of life, structures, and natural resources from flooding and erosion. See LWRF Section III y-Policies Pages 8 through 16 for evaluation criteria � LX.I Yes 11 No ❑ Not Applicable ` -The proposed project is sensitive to the Peconic Ba adjacen on the south side of the• _ro;er-tp. The construction is. y-focused on o!ftudating the existirj home in wa s to rehabilitate.deterioratin arts ofth&hoine. The ro 'osed. new-deddng is designed in a manner which wilnot im air. rotective capacities of natural:; rotective',featux es. Citingis the furthest distance that is,possible from the water's e.-All deckin conn cts wi6 ' 'sting declun around the-ho e. Attach additional sheets if necessary Policy 5. Protect and improve water quality and'supply-in the Town of Southold. See LNW Section III —Policies Pages 16 through 21 for evaluation criteria 1:1Yes' No 1---1 Not Applicable e proposed project does not impact water quality andSupp y. T e propose new ec 'ngnot create stormwater runoff because of the permeable wooden slat material. Therefore there'is no net increase of runoff and the`existin g house has unimpaired stormwater runoff conditions due to existing leaders,ettersand drywells. Attach additional sheets if necessary Policy 6. Protect and restore the quality and-function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies;Pages 22 through 32 for evaluation criteria. LJ LJ n Yes No Not Applicable The ro osed ro'ect upholds the 2rotection of coastal fish and wildlife habitats.The project will avoid any and all disturbance to the tidal waters. The existing bulkhead will remain untouched and intact to retain tunctions and benefits associated with the non-vegetated beach wetlands. The distance between proposed_dec ' "g and tidal Mdands will ensure that adverse effects are avoided. Attach additional sheets if necessary = Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. .1 Yes []No[], Not Applicable is proposed project will not impair air quality in_any way.Therefore it will support a continue proLection.and irnprgygement of air gualily in the,Town of Southold. Attach additional sheets if necessary Policy $. Minimize environmental degradation in Town of Southold from solid waste and hazardous ` substances and wastes. See LWRP Section Ill--Policies;Pages 34 through 38 for evaluatia'p criteria. D.Yes -0 No Not Applicable °This proposed project does not invo ve any teration o o'r an ng o so i was es an a ar o s materials. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public -resources of the Town of Southold. See LWRP Section IIY—policies; Pages 38 through 46 for evaluation criteria. 11 YeF-1 No El Not Applicable This project does not impact or inhibit any public access or use of coastal waters and there will be no loss of existing visual access to the peconic bay. Attach additional sheets if necessary WORIUNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑x Not Applicable Ibis ro'ect d=-not interfered=-no `s water-depaudent uses, Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 10 Yes 0 No❑ Not Applicable This adjacent tidal waters to this project site will remain untouched arid not impacted. The existmi bulkhead will remain untouched.The pEoject does not interfere with the sustainable use of living marine resources in tong Island Sound,the.Peconic Estua and Town waters } Attacli additional sheets if necessary .Policy;12. Protect agricultural.]aiids in the `Town;of Southold:uee>I:WRP;Section III Policies; Pages �;62 tlhrough 65 for-e-�valuii Xon criteria, Yes, t--1 No 1-J' Not Applicable x The.proposed ro'ect takes place on an existing developed residential lot with an existing home and does not take on an significant renovation or construction. Therefore'it su orts the continued protection of agricultural, lands in the Town of Southold. :Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LW1tP Section III—Policies; Pages 65 through 68 for evaluation criteria. U Yes ❑. No ❑ Not Applicable `The proposed ro'ect does not add any significant epe7gy burden to the property and there is no a verse environmental im act on ever or mineral resources due to this ro osed project, PREPARED BY ��� TITLE RA DATE 8/4/2021 SURVEY` OF PROPERTY CEDAR POINT DRIVE EAST SITUATED AT BAYVIEW TOWN OF -SOUTHOLD SUFFOLK COUNTY, NEW YORK • S.C. TAX' No. 1000-92-01-07 SCALE 1"=20' Nix NOVEMBER 15, 2006 AUGUST 24, 2021 'UPDATE SURVEY AND ADD PROPOSED ADDITIONS �' t •° - AREA =,16,744 sq. ff. b ' '• (To TIE uNE) '0.384 cc. N Tt P. C-VRTI WD TO: FAr s' e BARBARA ANN KAPLAN BARBARA ANN KAPLAN; AS TRUSTEE,OF,THE TRUST AGREEMENT DATED MAY 15, 1996 KNOWN AS THE ROBERT-AND-BARBARA KAPIAN PERSONAL RESIDENCE TRUST No. 1 NOTE: - 7 LOT NUMBERS SHOWN REFER TO MAP,No: 1 -OF EDWIN,H. BROWN, FILLED Ply ♦ IN THE'OFFICE,OF THE CLERK OF SUFFOLK COUNTY,AS MAP-No. 802 p 4 AND TO MAP'OF CEDAR BEACH PARK, FILLED ° IN THE OFFICE OF THE CLERK OF-SUFFOLK COUNTY AS MAP-No. 90 O �, / '°• 4 rho• y „ -"' °`sem 'd VS2021 317' // ,o � N_ Southold Town �� I �°D°°°� I Board of Trustees �O ate• LOT >s dfq�a °'°tr. a h I ioT 9B ooz �i _ I $ o� " Qa-c ea0 TrE I 3 W TX WALL O ZZ7 PREPARED IN ACCORDANCE WITH THE MNIMUM srAxmums FOR i1TLE SURVEYSAS BY THE UAL -LSvau9TED ^a AND APPROVED AND ADOPIFD FFURESUCH USE YORK'STATE LAND Mt �Evco WNA ON 127.34, Stsf NYS. Uc. No. 50467 ^LEON OR ADD 'Nathan Taft Corwin 111 Tom. TO THIS SURVEY IS A NOLATM of r mgUCATTIION of THE NEW YFRDf SPATE CORES OF TM SURAE,,MAP WT SEARING _- 'Land- Surveyor - THE LAND SURVEYORS DUCED SEAL OR EMBOSSE0 SEAL SHALL NOT SE CORSIOMM - Successor To:Stanley J.Isalaen.Jr.L.S. TO BE A VALID TnuE.cOPr Joseph A.Ingagno LS. RUN oNLLYY TO THE PETUM FOR WHOM THE�StR VEY Title surveys-Subdivision- 9'te Plan - 'Construction Layout IS PREPARED.AND ON HIS 80iALF TO THE - TITLE coLumuPAwr,DOVFTa91YExnu Af�?BN ANo PHONE(631}727-2090 - Fax (631)727-1727 TO E ASSIGNEES o TME ENDWO kWUNc ADDRESS TUTIM CERoflCATUM ARE NOF TRANSFEPABIE Of1586' Din RoaTEDd AT 1566"Moto Road P.O.Boz 18 THE EJ WUCE,OF RIGHT OF WAYS - Jamesport,"Nei York 11947 - Jarnesport,New York 11947 AHD/OR EASEMENTS OF RECORD,IF - - - ANY,NOT SHOWN ARE NOT"GUARANTEED." E—Mail:NCorwin30aol com 5 a�y -- N i CEOaR BEACH HARBOR •�t \ i; \ Oa \\ 3 \\ \ CEDAR At 1 I HOG NECK SAY NOTICE COUNTY OF SUFFOLK © K a SON- SECTION NO Real Property Te.ServiceAgency Y m 92 ,vo. .� E ____ __ __ �}II Lwnry f+iwr R�vMrLNY11W1 M A P PROPERTY MAP luluq w � ■� NOTES s _ DRAWING Issue DATE IaiUE)FOF Mv 9 ` ��;: '-�' ;, �• IEKaIR@MAW�IIIMAO�!llil lPq�p' I, rr s ' Toler --- - 't-11 iKS AMIIG\IM1R K YMRIKD W lY t[a YgIK [M t101CAi1p OR ila ARlKA1pN SKG tY.Ai 04 i1f[I All _ _ OfERR Mli1tM110MNAR MffOpk Rll{lo,tp�t_�OR� 10 R COwlD[IYD b FRIffR efMOI✓,T WI O f!W �.'� { `{' ACCOIIdW 1 M1iR AMIM:ADIf 20014. SURVEYOR athan Tell Corwin NI 5W Mak V--11947 R eapot .931.727.2090 D` 202; i.LJ T 1 r' •� r I _J `A tS M4 1• _ ir- '� � Arcnmcemo« rd T stees r 11575 Man SayNew Road _,�• Southold NY 11671 Contact:lafao Clay Coffey !! •.( NYS 7-27036797 T.341-278-8063 E.dayOisa:fc�a.ocm rt s 1700 INLET RO --� f 1700 Inlet V/aySouthdd,NY 11f 71 41 ', fgaT u„ M' P AG R-02 a _ It �l Dr DTfa 'WA SITE PHOTOS A-000 1D■I7t7■ ■ Monte* ■bbS■1 OMNI 1700 INLET WAY NOTES DRAWING ISSUE 1700 INLET WAY SOUTHOLD NY 11971 PROPOSED SCOPE OF WORK FINISH SIEETA SHEETNAL'E ISSUE DATE NO. DATE ISSUED FOR 3 INTERIOR ALTERATPJNS TO INCLUDE CHANGES TO•KTfCHEN,DECKAND SPA,SiD'NOAND WINDOWS, AocArex swF� Mona �e naoRo �� y sourloE000egevnv TAX MAP NO: 1000-92-01-07 ELECTRICAL FOCURESAND LOCATION a o n e w g SCOPE OF WORK NOT PROPOSED IN THIS FILING.suDN4w. a w1 waW1 Ien, ®, ea, ee, F3 T-001.00 TITLE SHEET 07/16/2021 3 NO CHAMA NO NT, TE TO BEDROOM COUHVAC AND INSLRATION, y� wwa.AHoarauoc As w 1 w a w 1 W z es, Bet 01 M t F¢ A-100.00 SITE PIAN 07/16/2021 4 �EMANO9 HAu w w1 wa wa w2 III Id ere, set FS A-101.00 GROUND FLOOR DEMO PLAN 07116=21 5 ZONING INFORMATION THE PROPERTY IS NOT W THE SPECIAL FLOOD HAZARD AREA NO CHANGES ARE BEING MADE TO THE 40AOArxaaw+ cz wa we wa w _ _ FI g FLOOD ELEVATIONS COUNTY ueE,uu, W2 W2 w2 12 eeeaees, Fa A-102.00 GROUND FLOOR PROPOSED PLAN 07/16221 SOUTHOLD ENERGY CODE STATEMENT OF CO!PLA E W I w2 w1 , Ill 1 A-103.00 GROUND FLOOR RCP PLAN 07/16/2021 BLOCK 1700 TO THE BEST OF MY KNOWLEDGE,BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDNGIS d eswereRA1+ w w, WI w, w, en+ 281 eel III FI - A-10400 SPA DETAILS 07/16/2021 W COMPLIANCE WITH THE 2018 ENERGY CODE COMCHECKENERGVANALVSIS IS ALSO PROVIDEDWTHIS �j �N+e*>mvna+®4.n Ca wz w2 wa wz e1, .1 so, Sol F, A-105.00 STRUCTURAL FRAMING PLAN 08/03721 NUMBER OF FLOORS SUBMISSION 2 a, w, , w, w se+ ea, eel Bet c+ ZONING R-00 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION fi 'O1�''"LO'T w w+ w I w+ A-500 00 DOOR AND WINDOW$CH�DULE 0 7/1 6 72 021 wraNrr w V7 _ _ ZONING MAP /.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 20151NTERNATICNALBUILD,NG CODE AND FINISH W+SOUTHOLD WILL COMPLY WITH 2017 SUPPLIMENFAL REQUIREMENTS,AND THE BEST TRADE PRACTICES. ?.CONTRACTOR SHALL BEHELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE umco U LANDMARK DESIGNATION NONE SUBMITTING HS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS an aweuuearo DnlnwrlcMr e:wwr uaocE neauFwsrwerurarwueq¢+a eleoMteEwkmH Hocge nuwunneFooseuraF.an WORK THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILLAFFECTfB SOUTHOLD TRUSTESS qy,p ��*+eAasvn�rRerdawDreazRm+caArznssEReiAU EYEZFROwATERNAs xrnrtgalcale aysseRFERVwwHrevaoA TOWNTRUSTEESJURISOICTIOtJ EXECUTION NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR 1tl O LOT,AREA DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MAGE THE w a I¢o`wu.I Fuc��'L�Si nor" Aci*tp1' 75�.prmE ¢ 18,44518 aRHt CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORKATTHE SITE VERIFY— w+ asrarvEraER a� ALLOWABLE BUILDING COVERAGECONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE Wn ICCABi WNMECONCg2rEWllt 3288 sqh ARCHITECT s EXSTING BUILDING COVERAGE3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD ATTHE wa rpowOw WANTED HOnFgF9A.R6 uNVUiE REelRcr.NPARImR1 g 2,815 sry't PROJECT SITE WITH THE OWNER AND ARCHITECT THE arse race PROPOSED BUILDING COVERAGE 3,284 eqh PURPOSEOFTHIS MEETING IS TO REVIEWTHE PLANNED WORK AND TO ENSURE THAT THE WORK IS ee, -0 P4V W/,DDAl eENUkNA9ifn6 PEOk MRSTCGTUTIXMWEA MP&20Dw9ID-IINDrpiE ADN IMrrE—Un—ISM) DONE W ACCORDANCE WITH THE APPROVED PLANS FRCNTYARD SETBACK 35' A.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF cnealamee INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES NAT Iaia Ut 40W¢—FHST roATU—IRIIIR .�O¢1m6eWM4NHWWAUMWTiEFw eH4TExpwM SIDE SETBACK 14 REQUIRED BY GOVERNING NEW YORK CITY AGENCIES ea tlmuasru>±R15svaiimoonRO Fansnwr,ewr:missnR anon evEZEpawArenngwcopRezR recarsziriesERrERUAwHns mane $.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS THE MACEWpRWFwtENDR At.,COIO.WMEDIIyEaaG fi BACKYAROSETBACK 50' CONTRACTORISADVISED THAT HIS WORK WILLES STOPPED IFATANY POINT IT HAS BEEN DETERMINED Da cw•x asTrERttewwnarERHF:p cr;.,q eoARoa THIS APRIPATON f5 APPROVED ONLY FOR WOPo( D THAT THE TRACTO S ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT NOIR ry ca IfaDIGTm ON THEAPPl1CATON SPECIFlCAnONSNEFT ALL EXISTING BUILDING HEIGHT 26 FT APPROXIMATELY $.THECONTPACTDR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECTTEMPORARV F, wx,o-rw PmsAwmw.ard aKwrwHreuewwzn evnaeuo+avtc vu Ruacu.ewnw Nw texatnre enaFr OTHER THEOwNMENOTTOe$RTION OPoETA CONSTRUCTION AS NECESSARYTO SAFEGUARD PERSONS AND PROPERTY ALL MACHINERY,TOM. pe OUAorx R2AarroAWerrmE roBE CONSIDEAm ASETHERSENO APPROVED ORIN CONSTRUCTION CLASSIFICATION VB•CONBUSnBLE SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADEDTO PROVIDE SAFETY KOR AND TO PREVENT CONTACT WITH PUBLIC erAm ADCORDANt&WITH APPLICABLE CODE$ OCCUPANCY USE GROUP R 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJONING WALLS,GROUNDS AND e, surTEeuc.rlrO.wco+usn W+ln ACCESSORY OCCUPANCY USE GROUP - PROPERTYANDPROTECTTHESAMEFROMMURV O.CONTRACTOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND nFINISH SCHEDULE ADJACENT T03ITE 1 1/2°=V-9' - ` P.THE CONTRACTOR SHALL REPAIRATHIS OWN COSTALL EXISTNG MATERIA)_OR EQUIPMENT DAMAGED ConeuPams. S ,•,�.° ,% '`;11 to r,+c - AS A RESULT OF CONSTRUCTION FOR THIS WORK a� - 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THEJCB SITE CLEAR OF TRASH AND DEBRIS AT ALLTIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEERS FROM THE SITE PRIOR TO FINAL SURVEYOR 4 COMPLETION Nathan Taft Corwin z I" 11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION /Generated byREScheck-Web Software 1586 Main Rd,Jarresport, e - ",•'•� f,' i OF ANY PART OFTHE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGNTIRACTOS NY 11947 - 12 TIECORSHALLCOORDINATEALLWORKPROCEDURESWITHREQUIRF_MF OF LOCAL �f T Compliance Certificate AUTHORITIES m1 I - '(„ ,` 13.THE CONTRACTOR SHALL BE RESPONSBLE FOR THE PROTECTION OF ALL CONDITIONS AND ii1 j ) MATALL ADWITHIN THE PROPOSEDCONSTRUCTION AREATHE CONTRACTOR SHALL S THE AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCNRALOR REMOVAL TASKS THE CONTRACTOR SHALL HAVE SOLE RESPGNSISMYFOR ANY DAMAGE ORINJURIES CAUSED BYOR Project. 17001nietyray DURING THE EXECUTIONOF ME WORK / 14.THE CONTRACTCR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,EfC) tnprDY Coal 200a IECC 15.SPRNfO_ER,MECHAMCAL,PLUMBWYAJJDELECTRK;ALWORKSHALLBEPERFOFPAEDBYPERSONS aaa^ 5out11old.NowYork ! SEP 3 2021 LID ENSED IN THEIRTRADES,WHO SHALLARRANGE FORAND OBTAN WSPECTNONSAWD REQUIRED SIGN- Cmr3 chef type Sl,gte•fem11y OFFS Rcect IyPe Alteration _- I - ---- - ---. •---•- ••{ I&THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING.REPAIRING AS RECURED70 PERFORM ALLOF C—to lona 4I5S72 HDD) THE WORK INDICATED ON - 170D INLET WAY ' THEME, TI1e DRAWINGS,AND ALL OTHER WORKTHATMAY BE PEQU'RED TO COMPLETEN-3Rare 2021 4.11704:00000002 3 '-'``9 - —= -^- ---`--- --- -=--- -•-- `- MALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMIENTAND SHALL BE PROPERLY 14rniNumbe4 CAPPED OR PLUGGED C"14 'I'm SIB. Dwn0r7Agfnt bCslOner/Cnnttattor Ms.THE CONTRACTOR SHALLGUARANTEE THE WORKFORA MINIMUM OF ONE(1)YEAR FROM THE DATE UDI), w.ry 1sav C.'" LOCATION MAP NOT TO SCALE OFACC'EPTANCEBYTHEOWNER AGAINST ALL DEFECTS IN 5roOF'v ;1 '--R. vVVIIIII q NIATERwLANO/DRWORINAANSMPTHEISGUARANTEE SHALLBESUBMITTEDINWRRYJGBVTHE 11474AInIVOnyv{swRUJ Arohl.=Of8 rd of Trustees 68 CONTRACTOR TO THE OWNER SnulEad Nr LOU 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH 714E HIGHEST DEGREE OF IS/T2rMau SKILL,QUALITY AND COMPLETENESS uayCliwat•rae Tom - SCOPE OF WORK: 20,THE CONTRACTOR,U¢ON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF 9 EXTERIOR ALTERATIONS TO INCLUDE THE FOLLOWING. BULDINGS INSPECTIONS AND SIGNOFFS As REQUIRED 11575 Main Bayview Road THROUGH FRIDAYS. DONE,A OTHERWISE WISEBETWEENAGREED HOURS ORKSHLAND500PM MONDAY �', vc Southold,NY 11971 1 PROPOSED NREPLACE ALL EW EXTERIOR CEDAR SIDING.N KIND THROUGHOUT BUILDING SUNDAYS NDAYS.EXCEPTASO WORK THTOkiPTOuorUUSUALLISSTHAT BE DONE IGHTBSATUROAV5, car-InrcE aoaeemrTlun CaoF rnu a1 r:,,•uw lz COntaCt.ISaaC Clay Coffey 16 2 PROPCSEDNEW WINDOWS SUNDAYS AND HOLIDAYS,AND NO WORK THAT C/W PPODUCE UNUSUAL NOISES THAT MIGHT BE .rF�.o,rxs.ro,ruA.�•a.. ya-ro,,. .wcelr,m,•ea rv., 3 PROPOSED GROUND FLOOR DECK OF 380 SQ FT DSTURBINGTOBUILDING OCCUPANTS SHALL BEDONE BEFORE IOAOAM FR..m., Km . ,,.. NYSLICa0397Cl 3 4 PROPOSED SPA 7z7 FEET 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS +�ry ».e y 5 PROPOSED OUTDOOR SHOWER OF 37 SO FT OUTLINED IN THE ALTERATIONAGREEMENT 23 THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHBITED EnVeIOO A-,5 mLtti T 347-2766093 E clay@ISaaCaae Corn 24 PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAW PLUMBING,HEATING AND INTERCOM INTERIOR ALTERATIONS TO INC WDETHE FOLLOWING LINES _ 1 REMOVAL OF EXISTING NON LOAD BEARING INTERIOR WALLS SITE PROTECTION PLAN: 2 REMOVAL OF EXISTING PLUMBING FIXTURES Ce4"A Ce!•a Pro�eL 3 REMOVALOFINTERIOR DOORS 1.EORE'SSATALLTIMN ES7HECOURSE OF CONSTRUCTION PROVISION SHALLBE MADE FOR ADEQUATE txemN,an(r>_m�rtr carRr rt axPns�A 3 4 NEWPPOPOSEDNTERIORNON LOAD GEAPINGWALLS EGRESSAS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFCLKCOUNTY YraMlyyawTr,mc.3a•ax. - - - 1700 INLET RD AND 2 FIRE SAFETY.ALLNECESSARYLAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED EFcmWarr/rem,nca+�r+Hct e.na7"d 5 NEW PROPOSEDPWMRICAL IXTUR SAD OCTIONSING EW LOCATIONS DWELLINGS,AS WELL ASADDITIONALSAFETY MEASURES NECESSITATED BYTH-e CONSTRUCTION SHALL YrarlxvreannnK3A•wA - -- - - - 17001nletWaySouthDld,NY11971 tE0 8 NEW PROPOSED ELECTRICALRS NGR AND AND ECO BE STRICTLY OBSERVED txemonar,rnm':q catiirr netnxp'nea 5 T NEW PROPOSED SLIDING DOORS INGROUNDAND SECOND FLOOR LOCATIONS 3HEAI.TH REQUIREMENTS SPECIFICATIONOF MEANS AND METHODS TO BE USED FOR CONTROL OF wan3 Wean r.nmr,3n•ae 8 ADDITION OF NEW WINDOWSDECKAND THRSPA OUGHOUT NGOUB FLOOR DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MANTENANCE OF SANITARY E.-PHm 8 ADDITION OF NEW WINDOW97HR000HOUTBUILDINO FACILITIES.AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED w.I4 w«,d Lame,LE•o4 SCOPE OF WORK NOT PROPOSEDINTIM FlLNG• 31 THESE SHALL BE INCLUDED A STATEMENT OF COMnLIANCE WITH APPLICABLE PROVISIONS OF LAW ExemArlvm Ramng cP.'W net arPnsed Pmom No, RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENTSHALL DESCRIBE WITH PARTICULARITY WHATD— IR-02 Dow SeOa Door l,mder9aria'DDrq, 73 DnSO 10 1 NO CHANGETO HABITABLE FLOOR SQ FOOTAGE MFIWSAND METHODS ARE US STING UNDERTAKEN TOMEET MENTS OF THE NE Danz Dlma Dw.1—,5mr Seal/Signature 14 4COMPLUWCE WI7H HOUSWD STANDARDS.THE REQUIREMENTS OF THE NEW YORKCITY 110U$,NO 9`ri�n9) 3a bzaD 31 MAINTENANCE CODE,AND,NHERE APPLICABLE,THE NEW YORK STATE MULTIPLE OWELIJNG LAW SHALL W—I Woddl— 34 0310 11 F BE STRICTLY OBSERVED aal, Ne1 — a 531RUCTURAL SAFETY'.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THWDt E SITE OR Poor. Ol an,rnmin0 ce.,ry M,•aPnsrA -- — — — ASSOCIATED FILINGS O'NCONTR CC ACTED WORKERS ME RESTRICTIONS.WHERE HOURS OFTHE DAY OR THE DAYS OF THE WEEK N WHIC H !8 SOUPHOLDTOWN 0'TRUSTEES CCNSTRUCTONWORKMAYBEUNDERTAKENARELIMITEDMONDAYFRIDAY7AMTO5PMEXCEPTRtiDARcy E FEDERALHOUDAYS •(CL 7.MNNTAMG ESSENTIAL.SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR ��0 4 OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR N ANY DWELLING UNIT LOCATED Ly 11HEREN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS F� $ TOBE USED FOR MAINTAINING SUCH SERVICES DJRINO SUCH WORK IN ACCORDANCE WITH THE _ ,crncmw>.or. _omaw.vx. F RE OU OF SOUTHOLD TOWN&SUFFOLK COUNTY IF A DISRUFMON OF ANY SUCH SERVICEiS �' T""� OD IDB wan sonneu * .4° s ANTICIPATED DURING THE WORK THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF ProeR T»le 17001nfet wa g SUCHIDLSRUPTON AND TR-c MEANS AND METHODS TO BE EMPLOYED TO MNIM�SUCH DISRUPTION, J Y ReMtdalo C0413471 to •>; @ INCLUDING THE PROVISION OF SUFFICIENTALTERNATWES FOR SUCH SERVICE DURING SUCH Hata nlEnamP Paqe I of 7 A 039761 0 DISRUPTION - 1c1.n,mrwtaA Q-11imawsc'teun 9TF OF NE`NA R EV O - owrrKwnR AFF ABOVE FINISHED FLOOR CL CLOSET EL ELEVATIGN 60 BY OTHERSDINW R LAM LAhRNATE NJ C NOT N CONTRACT R.A. RET(RN AIR TEL TELEPHONE AP. ACCESS PANEL COL [OLLa� EMER E1UGENCT G. GLASS LV LAM OLTAGE k0 NUMBER REV. REVRSE/REMSON TSD TO BE DETERRAED ACOUS ACOUSTICAL CONI. CONCRETE I -`t ACJ ADJACENT CCVST CONSTRUCTION ED EQUAL FAL GRILLE MATL MATERIAL OC ONCENTER PLO ROUCN OPENING tYP TYPICAL }_ mrAtaaamv,¢A f�l�m,m,¢.vm,mnxm Dat. Sala AIC ADACEN CONDITIONING COM CONTINUOUS CTI EQPT EQUIPMENT CSL GROUND FAULT KTER. MAX• NA) M OPNG DRIVING SOLED. Saaw UO1L UNU:SS g EAST EXISTING GWO GYPSUM WALLBOARD MICR MECHANICAL OPP LORI OPPOSITE/OPPOSITE HAND SCCT, SECTION OTLERINSE < AL ALUMINUM OIL DETAIL EXT EXTERIOR NVDRL HWRNL MTI. METAL PTD PAINTED NOTED SIM SHEET � _ raTL 8a S! AKH.X ARCHITECTURAL OR DDL DOA SYNITN FNISIR HOWDWAC HARDWOOD MIC NNMIM)SQS` PARTN PLASM SIM SO4-W VHF VTdiAY RI FIELD V_ ---------�crs.� TITLE SHEET + MG BLOCKING DOL DOLRLE FM F EPROOF FLOOR H-M. HOLLOW E.TAL&AIC MUD MOLL LLANEOU$ FL PLASTER SC SQUARE FO. �/'/tT �`Ioo>_: ,rc o, CLG CE ON pOYM MATY MOIAMG PLYYD.,FLT PLIVVOOD SQ FT, SQUARE FOOT VINYL CIL. CELNG HEIGHT ON6 CLAWING SC SELF-CLOSING HORQ HORIZONTAL MIO h1OUNTED POS Po OF SERVICE COMPOSIrON TILE W R. FLOOR SSiL STARLESS STEEL CI_ CENTERLINE EA EACH IN, INCHES NUL AILLUON QTY QUANTITY TO STANDARD W/ YllfFl O- Drawma No. Cr CERAMIC TILE ELFC fJtCTR1OELECTPIUL FLUOR FLUORESCENT IASUL INSIAATION NOM NOMINAL RTC. RECESSED SIL STEEL W/o WITHOUT - ,u rrrr rrAOATHAcxn FT FOOT/FEET 18, JUNCTION BOX NA NOTAPPLICABLE REQ'D REQUIRED STIR STORAGE hYO 15000 T-001 .00 SYMOOLLEGEND e A NOTES DRAWING ISSUE GENERAL NOTES : s NO. DATE ISSUED FOR FT„ya�, sotnro�)))a REwsw NAIING SCHEDULE PLAN CONTENTS NEW YORK STATE 2020 INTERNATIONAL BUILDING CODE 2 CONSTRUCTION NOTES, 755N CRRERIA 2015 NTERNATIONAL BUILDING CODE 2017 SUPPLEMENT OCCUPANCYCLASSIFICATION RSEE OCCUPANT LOAD CALCULATIONS U 10100 AND A102.00 WIND FRAMING NOTES ROOF q 1).RIDGE-TO-RAFTER NAIL BUILDING WINERY AND STORAGE FACILITY 6 1 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to labie JOINT DESCRIPTION CITYSPACIING NOTES BUILDING HEIGHT 38•-0” 6 WORK AND CONSTRUCTION MEET THE REQUIREMENTS OFTHE 2020 When a collar tie is used In leu of a ridge strapp,the number of 1Dd common nails RAFTER TO 1.WAU1 3-ed EACH INTERNATIONAL RESIDENTIAL BUILDING CODE AND NEW YORK in each and of the collar tie need not exceed the tabulated number of 8d nails In the strap, TOP PLATE 1a•w/LLL.aA6 RAFTER TOENAIL TOTAL SQ.FT,OF CONSTRUCTION 1000 SQ.FT DEPARTMENT'OF STATE 2017 UNIFORM CODE SUPPLEMENT 2),RAFTER-TO-WALL CEILING JOIST n'' ALL3•ad EACH 2 DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS(DO TDE NAL DESIGN CRITERIA 2020 INTERNATIONAL BUILDING NOT SCALE DRAWINGS) Lateral framing and char wall connections for rafter,oiling or truss to to late shall be TO TOP PLATE to'wALL 4-3d JOIST 3 REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR accordance to table 3 3 When a rafter or truss do not fall in line with studs below, CEILING JOISTTO AS PER TABLE 37 EACH FACE GOBE OPENINGS ortmsses shall be attached to the wall loplate and the wall top late shall be attached PARALLEL RAFTER WFCM• LAP NAL FRAMING ELEMENTS AS PER FLOG PLANS,CROS SECTION AND GENERAL NOTES the to the wall stud with uplift connectionCIS Oveft5lng the rake side Of the CELING JOIST LA.'S AS PER TABLES] EACH FACE 4 REFER TO CML ENGINEERING DRAWINGS FOR GRADING PLANS shall be connected with uplift connections in accordance with table 5 REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS OVER PARTITION W=CM• LAP NAL INCLUDING SLAB AND FINISH FLOOR ELEVATIONS 3)WALL-TO-WALL COLLARTS AS PER TABLE 34 EACH FACE SLAB ABOVE STAGING 100 6 130 MPH W IND LOAD REQUIREMENTS SHALL BETAKEN INTO ACCOUNT Wall studs above and studs below a floor level shall be attached with uplift connections TO RAFTER WFCM• END NAL DESIGN LOAD CALCULATIONS BARN FLOOR 125 DURING CONSTRUCTION accordance with table 3 3b When wall studs above do not fall in line with studs below, BLOCKING EACH TOE (LIVE LOADS PSF) studs shall be attached to a common memberin the floor assembly Nth uplift connectors TO RAFTER 2•Bd END NAI- 2015 INTERNATIONAL ROOF(GROUND SNOW LOAD) ASCE FIG 7-1 20 FOUNDATION NOTES: accordance with table 3 3 BUILDING CODE 12017 c RM EACH END ROOF(LIVE LOAD) ASCE FIG.7.1 20 0 4)WALL ASSEM13LY TO TO RAFTER 2'lad END NAL SUPPLEMENT STAIRS 40 1 THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, rst wail studs shall be connected to the foundation,sill plate,or bottom plate with GAURDRAILS(ANY DIRECTION) 200 ELEVATIONS,DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS connectors Steel straps shall have a minimum embedment of 7Inches In OF FINISHED FLOORS ABOVE GRADE foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under JOINT DESCRIPTION NAL OTY S NAL NOTES EXP SURE C TA ORY (DESGIVEDFORCAT C) 2 GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY the plate and nailed in accordance wlth table 3 3b When steel straps are lapped under the DATUMS AND FINISHED FLOOR ELEVATIONS bottom plate,3 Inch square washes shag be used with the anchor bolts Anchor TOP PLATE TO 2-16d PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 3 DRAINAGE AS REQUIRED BY HALL MEET THE REQUIREMENTS OF THE spacing is to be spaced and sized in accordance to table 3 2a In addition to TOP PLATE FOO SEE NOTE 1 O -FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE O anchor.oohs are to be spaced between 6121nches from the and Life sill plate and all TOP PLATES AT JOINTS FACE TRIS APPLICATICN IS APPBOVFD ONLY FOR WORK 20151NTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK 4.166 NAILING SCHEDULE SEE GENERAL NOTE PAGE ROICAT ooRTTreAPPLunOR nanuas ser Au DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT INTER EA sIDE NAL EGRESS SEE FLOOR PLANS N WINDOW SCHEDULE dTRERNATTFJIS6HOWNMaNDTTOBaR�1mr�OM,OR 4 ALL FOOTINGS MUST REST ON APPROPRIATE BEARING MATERIAL SEE 5)TYPE I EXTERIOR SHEARWALL STUD TO 2-sd 24• FACE TOaECONSOFI EOASEm1ERBIENOAPPROVEOORIN STRUCTURAL ENGINEERS DRAWINGS FORADDITIONAL DETAILS Type I exterior shear walls with a minimum of 7/161nch wood structural panel on the STIED Do NAL FIRE PROTECTION ACCORDANCEw M APPUCABLE COOK 5 ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE attached with 8d common nails at 6"o c at the panel ed s and 12'o.c in the field, HEADER 1s o c FACE SMOKE&CO2 DETECTORS SEE FLOQR PLANS STRUCTURE TO BE INSTALLED WITH#5 RE-BAR,MIN 18'LONG AT 12.0 C 112 inch gypsum wallboard on the Interior attached with 5d cooler nails at 7•o c at HEADER 16d ALCNG NAIL TRUSS D ICN A- MIN EMBEDD TO BE 9'USE APPROVED EPDXY FOR ANCHORING edges and 10"o c,in the field shall be In accordance with the length requirements TOP OR z.18d PER 9,4 END 6 UNLESS OTHER WISE NOTED,ALL SLABS ON GRADE TO BE 4000P S I in table 3 75a-b PLATE TO STUD 3.lad PER 2.8 NAIL ENERGY CALCULATIONS COMCHECK Cane)Fams S CONCRETE TO BE POURED AT MIN 4"THICK SAND OR GRAVEL FILL WITH 6)TYPE II EXTERIOR SHEARWALL BOTTOM PLATE PER FACE NAIL SURVEYOR 6X6 WIRE MESH REINFORCING.SLAB THICKNESS TO BE MIN 5'THICK Type it exterior shearwalls shall meet the requirements of table 3 15a-b brines the FLOOR JOIST,BAND 2.16d Foo SEE CE N 12 GROUN WIND SEfSMI FRGS WINTE ICESHIEL FLOOD Nathan Taft Corwin 3 7 ALL FILL TO BE COMPACTED ID 95%RELATIVE DENSITY AT 8'MAX LIFTS length adjustment fetors in table ENOJOISiOR SNOW SPEE DESIGN WEATHERINGLINE TERMITE DECAY DESIGNUNDERLAYME HAZARD 1586 Main Rd,Jamecport, = 8 CRAWL SPACES C BE PROVIDED WITH MIN X16"24' CAST IRON OPENING LOAD (MPH) CATEGOR DEPTH TEMP REQUIRED NY 11947 t 9 UNCONDITIONED CRAWL SPACES TO HAVE 8X18'CAST IRON 7)INTERIOR SHEARWALL p NAL Nil MODERAT SUGHTT Tel 2090 FOUNDATION VENTS FOR EVERY 150 SOFT IT AREA interior shearwallslarre utsed Sheathing atth nglanld connections be he Stet In accordance sed ,plNi DESCRIPTION NOTES 20 LBS 130 B SEVER 3 FT TO MODERATE11 NONE 10 DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS OTY SPACNG - REQUIRED BY 20151NTERNATIONBUILDING CODE AND NEW YORK 35. 2442and224 JOISTTO PER TOE qn DEPARTMENT OF STATE 2017 SUBPPLEMENTAL CODE.A 6 MIL 8)CONNECTIONS AROUND EXTERIOR WALLSILL,TOPPIATE OR GIRDER JOIST NAL POLYETHYLENE FILM SHALL BE APPLIED TO THE BELOW GRADE PORTION BRIDGING OF EXTERIOR WALLS PRIOR TO BACKFILLING Header andfor girder connections shag be attached with uplift connections in EACH TOE To olsT 2•s6 END NAIL with table 3 5 Window sill plates shall be have Steel connectors in accordance with BLOCKING EACH TOE 8 FRAMING NOTES 9)CATHEDRALCEILING roiaIsT 2-Rd NAIL 20�� WNDhere a ridge is to be used as a structural beam,the rafters shag either be notched ROOF SHEATHING REQUIREMENTS FOR W. SEP 3 BLOCKING 3 16tl EACH TOE 1 ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE anchored on top of the beam or slope connectors shall be attached to each rafter-to-ride SILL ORTOPPLATE BLOCK NAL SHEATHING NAIL NAIL SPACINQ AT 2015 INTERNATIONAL BUILDING CODE AND NEW YORK DEPARTMENT along the open ceiling part of the building Connections to the ridge and wall shall be 9 LEDGERSTRIP EACH FACE AT PANEL SUPPORTS IN THE PANEL N0 E9 OF STATE 2017 UNIFORM CODE SUPPLEMENT attached with the above requirements TO 3.186 JOIST NAIL 4'PERIMETER EDGE Bid COMMON @ 6'OX 8d COMMON @ 6'0 C. IsEE,u sit„ 2 STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO 2, JOISTON PER TOE INTERIOR Bid COMMON @ 6'0 fid COMMON @ 12'0 C saawTse,II>]TnF,Etm1 a OR BETTER,UNLESS OTHERWISE NOTED ON THE PLANS INSULATION To 3•8d JDIST NAIL wE"°°ENE FEN Southold Town 3 INTERIOR METAL FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS BANDJOIST PER END GABLE ENDWALL RAKE AND RAKE 8d COMMON @ 4'0 8d COMMON @ 4"0 C 6EElA E&„ A m motor Recom t OTHER WISE NOTED ON THE PLANS 1 INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE 2015 IBC AND TO JOIST 3.164 JOIST NAIL d O T r tees a 4 FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 2017 SUPPLEMENTAL CODE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY INCHES 0 C UNLESS NOTED 2 INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HERS RATING BANDJOISTTO 2 1&d PER TOENAIL S0.LOR TOPPLATE FOO SEE NOTEI 5 UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO 8E(2) 3 VAULTED CEILINGS INSULATED TO R45 OR GREATER 1)For roof sheathing within 4 feet of the perimeter edge of the rapt.Including d teal on each side of the re11575 Main Bayview peak, YLrKew Road 2X10 fit+BTR DOUG FIR BEARING WALL HEADERS TO HAVE(2)JACK 4 ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER ROOF the 4 fool perimeter edge zone attachments required shall be used Southold,NY 11971 STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS 5 FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER JOINT DESCRIPTION NAIL NAIL 2 Tabulated 121nch o c nail spacing LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS 6 FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER OTY SPAONG p in>7 assumes sheathing attached 10 rafter/truss framing members with G>O 49 Contact,Issac Clay Coffey ON EACH SIDE OF OPENINGS BEARING WALL WINDOWSILLS SILLS SHALL ATED TO RAD UNDER SLAB 3TRUCNRAL a 7, SLABS ON GRADE TO BE INUSLAS PER TABLE 3 a or framing members with<0 42<Q< 49,the nag sparing shag ba reduced io B Inches o c NYS LIC#039767 S Btl ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL OPENINGS ' 3)Tabulated 41nch o c nail spacing assumes sheathing to rafter/truss framing memberswith 0>0 49 For T 347-2766093 E clay@Isaac-ras com BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9 REQUIRED INSULATION AS FOLLOWS framing members with 0 42<G<O 49,the nail spacing shall be reduced to 3 inches o c PROVIDE FIRE AND BLOCKING WHERE APPLICABLE CEILINGS 4'SPRAYED CLOSED CELL CONTINUOUS INSULATION PIS 5per inch, JOINTDESCRIP11ON NAIL NAI WALL SHEATHING REQUIREMENTS FOR 130 MPH WIND ZONE 6 ALL FLUSH BEAMS/HEADERS TO BE INSTALLED W ITH HEAVY DITTY GALVINIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL WITH ROCKWOOL R23 5.112"for total of R49 Qry SPACNG Project. CONNECTING JOISTS WALLS W SPRAED CLOSED CELL CONTINUOUSE INSULATION R6 5 PER INCH GYMU 7•CC 7 DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE WITH ROCKWOOL R75 3.112"FOR TOTAL OF R34 5 wau.BOAR sit 10.0 C FIELD SHEATHING LOCATIO AT ILNE ECD ES SUIPPORTS NTH THE FIE D NOTES 1700 INLET RD t FLOOR JOIST AND UNDER BATHTUBS FLOORS TO HAVE CERAMIC TILE FLOORS 3'SPRAYED CLOSED CELL CQNTINUOUSE INSULATION R6 5 PER 4'EDGE ZONE 8d COMMON @ 6.0 Bid COMMON E 12"0 C SEE NOTES-1,3(BOTH FIELDS) 6 INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS INCH WITH ROCKWOOL R15 3-112'FOR TOTAL OF R34.5 NOTE'2 FOR PANEL FIELD 1700 Inlet WaySouthold,NY 11971 8 NOTED ON PLANS SLABS 3'EXPANED POLYSTYRENE INSULATION FOR R12 JOINT DESCRIPTION MY 8PAOIL INTERIOR ZONE 8d COMMON @ 6.0 8d COMMON @ 1T O C SEE NOTE 3 g 8 7)PROVIDE 2-1-314"THICK MICROLAMS(HEIGHT TO MATCH FLOOR PLUMBING NOTES JOISTS)AROUND STAIRWELL Propxet No € STRUCTUKAL Sd AS PER TABLE 39 NOTES 1 All water supply,drainage and venting to be installed as per IBC 2015x2017 PANELS WFCM IR-02 UNLESS OTHERWISE NOTED(TYPICAL) SUPPLEMENT,and shall meet Suffolk County Health Department requirements as 7114.OSe 3.Oe 1)For wall sheathing within 4 feel of the comers,the 4 fool edge zone attachment saw sgnan,re• 9 PROVIDE IN FLOOR U IN FLOOR JOISTS AT ALL C USE SOLID ty P 4d BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS stated on septic permit PLYWOO 8.O C FIELD requirements shell be used 10 PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS 2 Verify septic system with the Engineer for Suffolk County Health Department GYPSu 7'OC 2)Tabulated 12 Inch o c nail spacing assumes sheathing attached to stud framing WALLBOAR INSTALL DRAFT BLOCKING AS NEEDED approval 5d 10.0G FIELD members with Cv0 49 For framing members with 0 42<G<,the nail spacings shall be If reduced to 6 inches o c 11 UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A 3 3) kwag studs,plazas or Joists are cut out during ct and sec for any plumbing related with the slat adequate bracing and plates to protea and secure the structure Varity FK-ooR SHEATHING 3)For exterior panel siding,galvinlzed hex na17s shall be permitted to be subshtuted for MINIMUM 112"THICK,4-PLY FIR COX EXTERIOR SHEATHING GRADE with the state ode and manufacture's recommendation for maximum hole size and NAL NAL common nails y.�ER�� PLYWOOD PLYWOOD O COVER OVER PLATES AND HEADERS spacing permitted JOINTDESCRIPT ON OTY SP=LNG 4)PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 1D'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS CDS v OWYO o�r1P 12 UNLESS OTHERWISE NOTED USE SW THICK T&G PTS FIR OR g ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE STRUCTURAL etl 6••00 5)USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX PROTECTIVE COATING FOR CONTACT WITH ACO a AND SCREWED TO FLOOR JOISTS FINISHED FLOOR TO BE INSTALLED oR LEss 12 o c FIELD 6)INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 2015 IBC/2017 Supplement * fti HVAC SYSTEM NOTES v OVER SUBFLOOR AS PER MANUFACTURES INSTRUCTIONS. NOTEs 1)Mechanical subcontractor Is responsible for acheanng to all applicable codes and safety THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN EIREBLOGKING ES r I QY 13 ALL BATHROOM WALLS TO HAVE 518"THICK MOISTURE-RESISTANT ci i0T � a SHEETROCK. requlremeMs y 039781 Q 2 HVAC subcontractor is to full SCHEDULE NOTES ONLY. AS RELOCKED BY CURRENT 2020ISO- CUT OCKING REQUIRED t4 1HRFIRERATEDASSEMBLYSTOFIAVEONELAYEROFS/B"TYPEX ) fully FIREBLOCKWGSHALLBEPROVIDEDTOCUTOFF ALL CONCEALED DRAFT OPENWGS(BOTHVERTICAL AND HORQCNTAL)AND TO rFOFN1%�y 8 SHEET ROCK AND TO MEET ANSIIUL 263 AND UL DESIGN NO 0419 equipment Supplier 1)Netting requtrarnems are based on wan streaiNng traded 6"omcenterat the panel edge.if FORMAN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN ATOP STORYAND THE ROOF SPACE 15 2 HR FIRE RATED ASSEMBLYS TO HAVE TWO LAYERS OF 5/8'TYPEX 3 HVAC subcontractor to wan sneathhg is nailed Tan""reret ilia prim edger)attain higher shag Wasides,nalIng PRFALOCKWG SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS SHEETROCKANDASTO MEETYSTOH ANSI/UL HAVE ANDULDESIGN 5/'419 the GeneralConVaatortoor and providefor final review rawingl/shopdrawingsandsubmitItto reme�8 s�' t�shaaIdwhmd,)rakamatecomers,sumasshear 1,WCONCEALED SPACES OFSTUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,ATTHECEILING AND FLOOR LEVELS Fadi CONCEALED HORIZONTAL FURREDSPACES SFIALLALSO BE FIREBLCOK ED AT INTERVALS NOT EXCEEDNG IO FEET aATTS OR 16 ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER ELECTRICAL NOTES; 2)When wall sheadung,s rA1MrNaus over e)nrmCred mBmlx+m,B1e tabulamd numher m rials BLANKETS OF MINERAL OR GLASS FIBER SHALLSE ALLOWED AS FIREBLOCKING IN WALLSOONIMUCTED USING PARALLEL ROWS SHIELD,HENRY BLUE SKIN OR APPROVED EQUAL soon hen WWI Shemne roduced t)1•ladnmlper tom OF STUDS OR STAGGERED STUDS 17 ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM WILL MATERIALS 1)All eleancaltobeInstalled asper f8C2DI5`2017SUPPLEMENT 2)AT ALL INTERCONNECTIONSBETWEEN CONCEALED VERTICAL AND HORIZONTAL SPAC58SUCH ASOCCUR ATSOFFITS, DROP Dare, scale y a 18 ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE 2)All electrical work shall be approved b qualified Underwriter CEILINGS AND COVE CEILINGS As,DTFD q 3)IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ENCLOSED SPACES UNDER Drawing TPoe PRESSURE TREATED SILL PLATES TO BE INSTALLED WITH FOAM SILL 3)Install Smoke detectors and Carbo Monoxide detectors throughout as required STAIRS SHALL COMPLYWITH CURRENT NY S RESIDENTIAL CODE GASKETS AND COP-R-TEXTERMITE SHIELD ORAPPROVED EQUAL by current 4)AT OPENINGS AROUND VENTS,PIPES AND DUCTS ATCELINGAND FLOOR LEVET.,TO RESIST THE FREE PASSAGE OF FLAME AND GENERALNOTES N Y S Residential Construction Code PRODUCTS OFCOMBUSTCN 5)RECOMMENDED FIRE BLOCKING PRODUCTS BOSS 814 ORAPPROVED EQUAL TO MEET ASTM E 314(UL 1479) O, Dr V N. n.GENERAL NOTES ,4 1-0 T-002.00 SITE PLAN INFORMATION NOTES COUNTY SOUTHOLD BLOCK 170D NUMBER OF FLOORS 2 DRAWING ISSUE P400•F ZONING R40 �0. rD�TE eourrowISSU�sOsv�•. ZONING MAP SOUTHOLD 2 LANDMARK DESIGNATION NONE 4 f \� TOWN TRUSTEESJURISDICTION SOUTHOLD TRU3TESS a LCTAREA 18,44519 sqH 6 a f `-``1 ALLOWABLE BLP,LDNG COVERAGE 32B9 f � \ `-`_' EXISTING BUILDING COVERAGE 2,9155gT f ;,.e'k{ ``1 ` \,\ `-�-1 PROPOSED BUILDING COVERAGE 3,294 sqR J FRONT YARD SETBACK 35 458r \• \ SIDE S_ 15 r \ r¢ \` T,T• OUTDOOR ^1\'� SHOWER '` BACKYARDSE78ACK 50' EXISTING BUILDING HEIGHT 29 FTAPPROXIMATELY / ``-��-�� CCNSTAUCTICX•J GLASSIFIOATICN VB COMBUSTIBLE OCCUPANCY USE GROUP R 7 ru .104 y ACdIFSSCT 2x UPANCY USE GROUP 41 6ipv. � i/ -- ' � ,_! as,FRONTYAR BACK -" N 2"Q•51"E / r - .,. ✓. ; WINDOW ' .� 1H5 aPWCAnoHISAPPRIVFDONLrfORWORK WELL INDICATED ONTHEAPPUCATONSPECICATIONSHEIRT ALL OTHIA NATiERSB110WHMEN0TT0 ME RG.Im OPON,Ofl TneErorLsoEaEDAsmHEaeENorwFnovEDDRIN /'V \ /i � ! '•: •• '- ,, i� g'(O,GO axormanl;EwmlAwucTELE cooEs. / f 2 STORY ANGLE FAMILY �a \ 3s,g r RESIDENCE _ , �� ,� co whuds. 8 Ov SLOPING ROOF SURVEYOR 2 i ! 9� �� Nathan Taft Corwin x K DN �DN 1 / i % / i' �O d3 1686 Main Rd,Jamesport. NY 1194763 i W� 493 r \ \ ! _ EXISFfNG NON CONFIRMING '�N•�; S r \ WOOD ENTRY DECK 52' H r \ • �.' _ ' = FRONINFRONfYAROSET ID 4S r BACK In I ' SETBACK i \•\•�:\;' { SEP 3 2021 a EXf$*G GARAGE BELOW i 11575 Main Bayview Road Southold,NY 11971 i A r ' Contact,Isaac Clay CONey PROPOSED ENTRY DECK EXTENSION ISt NY$LIC#039787 AWAY FROM 35FRONTYARD SET BACK ` pp _ _ _ _%- 20000 PROPOSED ENTRY � CQ� i�,i• I T 347-2766083 E cleygIsaac-rae com ' DECK DOES NOT INCREASE THE DEGREE OF 1 ' / NONCONFORMANCE WITH REGARD TO THE REGULATIONS r �-.-;u-- 'T PERTAJNNGTO NON CONFORMING BUILDING WITH f5 3 GONFOPMING USES TOWN ZONING CODE 1122 EXISTING ENTRY DECOTOREMAN OSEDENTRY DECFROBFRONT 3 tie,k/ YARD SETBACKAND PROPOSED EN'RV DECKT'08E 37T` �.- -'.;1�,,� ,. �-'+ %S. .E3 -_ FROMFRONTYARDSETBACKPROPOSEDENTRYDECKIS �1'-�''}� •.� i., flµ k� kj;;$.,,k, 1700 INLET RD ! MORE CONFORMING THAN EXISTING EXISTING DECK � A k, r 1700 Inlet WaySouthold,NY 11977 DA 'fes•-,Y-'_�-.,.. O 9761 ,LOQ' OF 14 Data, Scale �rnT4D DM.M TM& a SITE PLAN SI v oT m Dr4wng No ;1 PROPOSED SfiE PLAN „B A- 1 00.00 NOTES DRAWING ISSUE NO. DATE I ISSUED FOR 1 embmn ebmDLO DoegExnv 2 3 4 5 8 2 30D 0 V g D6 D6 / //—D3 \ • , '� /'' \\� TN6 APPLICARON IS APffiDVFD DNLY FORWORN \ // r� WOMAim ONTNEAPPLMARONSPECI D3 RCATIONSKM ALL D6 D3 \\ /i\/ //°y1i \ ` 0TNMMT1ERSEN0WNAREN0TT0EERaIEDUP0KW TOEECON90FAEDAS MIMR E3i0APPROVDORIN ACCORDANCEWI{N APPLICAELE CODES. �/ \) / D4 \ NIS D6 8 \\ t .•y .r. �` SURVEYOR .300 '�✓ _., t. \\ D3 �/— Nathan Taft Corwin z \V 3`` �� 1566 Main Rd,Jamesport, e D1 � -.` NY 11947 Iq I f SEP 3 2021 Southold Touvas o r s f Tr e s 11575 Main Bayview Road Southold,NY 11971 REMOVAL LEGEND V Contact,Isaac Clay Coffey D6 /h \ Ate-06 DI NYS LIC#039767 S EvsrNauewlaAoeiAaga wu1,NULgresNEswmiRue vroesREeweD T 347-2765093 E clay@iseec•rae.eom D: eueruaD VANwNsrb eegePucEo / N EAETIN300d1ANphMLMYAgE TO BE PENC/ED � II I` � b a:eTbC bTCMEND,aEwbgR ANJALL E%emi3IDT41EN APPLM.NGE5TDEE Of waEb `II J ' +���� �� N EnETINb i,MMyND FlYNPEETD BE q-wDveb 6UPPtYlWa4 I D2 NLS LV OMKTD 9NUr OFFYAtVE AigSEq IOgEMist ,, 1700 INLET RD Ce EAaiMi&bM TO 6:gEM61eDANp RKED !, or PwPDSEooeaocES NpiEMEN:b wroTgsmarrARDRwinwTwul EweTmDoacE \ 1 1700 Inlet WaySouthold,NY 11971 I PLAN LEGEND, Pmlrrt NO I� EXISTINGWALLTOREMAM IR-02 WALL/ITEM TO BE DEMOLISHED -a—.-- "¢� s W L.__J ,'4'arA'MOt'a�#�B.t ,�. 4sa�'T", �^'^ x'61. `Z=NOT IN SCOPE D6 �1 � eDARC r1 REMOVAL LEGEND e'er\Fc c v oo F,rce�a =1.0 1 GROUND FLOOR DEMOLITION PLAN .. r N9 039781 OQ' TF OF p1E`Tt{ Dam Scale MInTED g Drawag TMt GROUND FLOOR DEMO PLAN m A- 1 01 ,00 NOTES 1-TECH LIGHTING DRAWING ISSUE NO. DATE ISSUED FOR U-1 D - I ­­ 2 3 4 5 It,r>r,I¢:n++n.nJ4ien6 A I­vv ­0 1 Inp Ap­­ 10. '1, 2 SIZE(INCATIDI,IS 300 0= 0 A A ,I I I ,/ ,, / �TIIISAPPI.1141110K �ROWDONLYFORWQRK C, WBICATMON�EMPLICATIONSKCInCATIONStiM AL F-A71 OTHMMTrERSSHOWNARENOTTOEgRELIMUPOKOR p • M BE 0ONSIDUIED AS EITHER BEND APPROVW OR IN ACCMDANCEINnHAPPUCABLECOOM N 3 FAI a /O / \ SURVEYOR 1005Nathan Taft Corwin A 1586 Main Rd,Jamesport. ----4*4494 Tat 9M 7290 E SEP 3 2021 Southold Town \ \\ A,,,,,,Rgard of Trustees ISAAC - RAE \ \ V f 11575 Main Bayview Road Southold,NY 11971 --F Contact,Isaac Clay Coffey CEILING PLAN I NYS LIC#039767 is O RECESSED DOWNUGHT LGHTSVIn"CH T 347-276-6093 E cJay@jsaac-tae cont @'PENDANT LIC44DNG _�WALLSC0NCE N IS 1700 INLET RD REFLECTED CEILING PLAN NOTE I f V 1700 Inlet WaySouthold,NY 11971 1.ALL LIGHT FIXTURES TO BE LED Prop=N IR-02 seat/sigaf.. V D.Ap 03976 y0¢r F 14 Data scos as wTca Omro Tm. GROUND FLOOR RCP PLAN rn Dm.,V W. A- 103 .00 na NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 oP,vs�, acurwLOmaAENFt> 2 3 4 6 8 PROPOSED OUTDOOR SHOWER 'SAVI NOTE LIE D LIGHT SET INTO RECESSED II TLEDN,CHE Ti �11 g PROPOSED 7x7SPA POOL ! 7IZ 11 PROPOSEDSPADECK t { I 'i••- _ w II 1 55 f SAVIN0T2LED r n a n n a a n c n n n a a>n INTO RECESSED 1j II •o- TB-ED NICHE �+(1-10'�rl �• •,_,•._•^•11,;1D;��'� It I -rI ------- --- ,'t 11415 APPLICATION 15 APPROVED ONLY FORWORN CHAELORAINSE7 l�I,I I, II mCICATEn a+tNeAPPuunOn r;t�cmranON sxFfrUPON..Au 1 , INTORECESS NNEDTIIED 4 t ji , T�i D"I _{7'-10"�r� �:; 4� II OTHER NATfQ156NOWN MENOTTO Be RELIFD Oq NCHE-AQUASTAR ; ,• i. II TOBECONSOMMASIIMEBEENOAPPROVID Da IN OR EOUALTO NYS I' T , • It ACCORDANCE YAW APPLICABLE CODES ES i IPOOLCODC) e - HYDROTHERAPY 6 i JETS I Ii ', ! �"'-3' I t' § 11 , •• 1_. �4 , h 11 •1�S PTTCH,�) ',, II CcnsuYams. PES, II SURVEYOR t I 4 Nathan Taft Corwin _ PROPOSED SPA STEPS SBTPAEtPtg6t�� 27J JIn EXISTING DECK SEP 3 2021 Southold Town Board of ThusteesAMhft=.1 R.Ord �•+ pp nSPA PLAN DETAIL ISAAC RAE 1/2'=1'-0" 11575 Main Bayview Road Southold,NY 11971 Contact;Isaac Clay Coffey NYS LICa039767 3'THICK BLUESTONE DRY COPING T 347-276.6093 E cleyoisaac-raecom Wt SANDBLASTED FINISH mr • FINISH GRAD: S•LAYER OF TOP SOIL ► — PLAYER SETTING BED PrDlatt a —— ,n •o;: -A PER CONTAINER CLEAN COMPACTED SAND BACKFA.L I y 'y�9';',��.;.r'-�O/,m®.^'.�,;,�=4>••®;I•,'. SPA FINISH TO MATCH POOL FINISH 1700 INLET RD REBAR LAYOUT PER CONTRACTOR +.,• !!��1�m!%�,;r:r•'r��a;;l � SETBAGKSANGLED 17001151st WaySoutFwld,MY 11971 g u�YSITYDRO OL LED SPA - - '` �-'• "' ��j �( , APPROX t'TILT PER FT ',!,l9:� AIR B WATER SUPPLY LIPES RECESSED TILED NICHE �y�� O!`yry Y� • ° WAttDROTHERAPYJETS iR Na • .•, i .. CHANNEL DRAIN SET INTO TILED t NICHE-AQUASTAR OR EQUAL =`= �'%i cn SOW ftp.dm (TO NYS POOL CODE) 4' 12'(MN)LAYER OF COMPACTED -�• ,� a i bTRAP ROCK /1 SPA REFERENCE PLAN SPA DETAIL CROSS SECTION s va•=r-a• 'v uz•=r-D• Data Scale _ Aa,uTao Drawmv TO.. SPA DETAILS N m Dra.M NO A- 104.00 -------------------------- - NOTES 31•9 ire DRAWING ISSUE NO. DATE ISSUED FOR 9'•812' 4'-1012' fi'-012` 8'•2 t2' �_--�- 1 a°urWwaaRE�Ew 2 3 4 6 6 � / 1 / 1 / 1 m S IYPEA TYPE a wip c TlPE° 1KE E M'6 P iREO ® ® E — C 'NLSATEDOTONIBAPPROVEDOrECR WOWf OTHER mT`RSsMFFlI`RE"TrOEgGpON SNEET.ALL OTNF'a MATTERS 6HOIYNARE NOTTO BERELIED a20N,OR TO SE CONSOSHED A4 EOHER BE3N MWOVE9 Op IN ACCORDANCE WITH AGPl1CASLE COOMAP C� 5 DOW LEGEND 5 Cw SURVEYOR Nathan Taft Corwin 1586 Main Rd,James Y,:mwe �? wia 27 EO C `lam- L' mnYr rAmrxmtwE uARN vnDTN IYrulr N`•"ip'$ r6ewlRraa oPEPArmN L��. E +mr GuwrxLh.Yn E'ru•EW'n DtlYT 14. MO CASaYFNtI WIDE WO 9 TWE COUNT 3'-512' w.� ww e.a6wn aD Gs6u rvlxwE FSO IAI SRA � � P ,mR4u�nPYarMn6awlCglfiE ° � �• rEw GEE461d]VACi FC20 S 1 V' WumwG.,nrwmE�,m IXO GiEl0.To5R�£ We00'NE RDMELDRtl LWHa I 1 Wr¢�4FnnYfW,Eera ! rfaS D.]SC FYD WEiEM]Wm0 WMOM]RSMNm°a r v " em rA6EY6MawmE WPmranaRrauaw SEP 3 2021 O TOTAL Z1 1 WYer:frFnAale+W EPsm 0 S 1D' S95a• ExO 45eA31ftlWaF WNbVIapOMSWIW s Southold Town z DOORMINDOW SCHEDULE NOTES �� - 1 NxexleRnRPENesTRAmlarorunTResouOanxDFaN6Ay grgr6,�.. rd of ISAAC - RAE E cprtPAcraRroPR,v�6w�auwama eEFDRE wRDusw]Au wDanWaua adla OARACTORTOPPNI G I]0 Y1nPAiFD W um°w PR°fEOTgNE�IHEP W T,@ FpiNOFXEVIM NIPRGVE CUiTNN3 DOOR A DOOR 84i YT RY,vOaw°PEP Yf6TATE ttaE * E MYOTMEpOCYPO-MIOTSPEOPIEDONThTi^.DP.UYW06A%N EDMRFWUKGWUWWOflMO0 EP 11576 Main Bayview Road F YUBTC6alrouOMTOTI®AITFTIiIOrOFTMFMbR-Ci PPoM'STR6 DO pX:6 ° �NPaanTOE°n"tlo�ra TO6EN^EYIITEO aYTME CCWIPAOTOIaTOTHE MOYtCLT FORFW4REYAWI Southold,NY 11971 CatF B N.INE'NDMi3ANJ YCmO1V6N£TJ YATUI Ef09ilm EfTMEAYD pD91WDINPWrNiE S NOYS LIt,Isaac Clay Coffey NYS LICffi039767 T 347-276£093 E clay@Isaec-rae com �DOORSCHEDULE PrDpDi 1700 INLET RD b1700 Inlet WaySouthold,NY 11971 Prolan ND ff IR-02 Sew slpnatwe. is s D ARO � a is * .G 6 � r g �A 039761 O� 2 9rFOFTN4 Dam. scala Ai I.= OM..v TRW DOOR AND WINDOW SCHEDULE m DrawDlg ND: A-500 .00