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HomeMy WebLinkAbout1000-83.-1-12 OFFICE LOCATION: ®��®� ®���®� MAILING ADDRESS: Town Hall Annex '` P.O. Box 1179 54375 State Route 256 Southold,NY 11971 (eor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® �� Telephone: 631 765-1938 c®UfVTY,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 11, 2023 Re: LWRP Coastal Consistency Review for NICHOLAS ALIANO SCTM# 1000-83-1-12 The Southold Zoning Board of Appeals (ZBA) granted approval (7770) for the actions with several mitigation measures (See decision). In the decision, the Board found the action Consistent with the LWRP. It is recommended that your Board consider the ZBA consistency determination. Charles R. Cuddy, Esq. on behalf of NICHOLAS ALIANO requests a Wetland Permit to construct a proposed two-story, single-family dwelling with a 905sq.ft. footprint (a total of 1,810sq.ft. combined floors); construct an 8'x11.5' covered entry patio on south side of dwelling; construct ±3' x ±8' and ±4' x ±11'second story balconies; install an I/A OWTS system; install gutters to leaders to drywells to contain roof runoff; and install a stone blend driveway. Located: 3705 Duck Pond Road, Cutchogue. SCTM# 1000-83-1-12 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: Honorable Lori Hulse, Attorney RECEIVE® Tgwn of Southold AUG 0 7 2023 LWRP CONSISTENCY ASSESSMENT FORM Southold Town..� A. INSTRUCTIONS I __ 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 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 proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 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. Thus, each answer must be explained in detail, listing both supportine and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. 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. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 83 _ 01 _ x;12 PROJECT NAME Nicholas Aliano The Application has been submitted to (check appropriate response): Town Board 11PlanningBoard❑ Building Dept. 11BoardofVustes 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ 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: Construction of single-family dwelling on the filed map lot 3705 Duck Pond Rd., Cutchogue, NY Location of action: Site acreage: one (1 ) acre vacant lot Present land use: 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: Nicholas Aliano (a) Name of applicant: (b) Mailing address: 970 Rte. 25A, Miller Place, NY 11764 (c) Telephone number:Area Code( ) 631-630-3052 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No IX If yes,which state or federal agency? DEVELOPED COAST POLICY 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 This is part of pri approved subdivision with single family hornes and bulkheads —constructedon the other subdivided lo s; this development does no on ru a an agricultural lands and is part of a developed area along this sectian ofcoastti a 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 © No ® Not Applicable is is a single-family home on a filed map lot Attach additional sheets if necessary d a Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section M—Policies Pages 6 through 7 for evaluation criteria 0 Yes Q No 0 Not Applicable The use of this subdivided lot by constructing a single family home adjacent tvother single-family hnomAc In ac remote iow0C2otla nn will have min9mal irn-paCt Ulu v isual quality Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section M—Policies Pages 8 through 16 for evaluation criteria. ® Yes D No D Not Applicable The development and bulkheading of this lot will prevent further erosion Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria D Yes D No ©Not Applicable sing ez ami y residence at this site will have minima -efrect on water quality and supply 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. D Yes © No© Not Applicable Development of a single family home at the top of this lot together with a -bulkhead will not have impact on coastal is 5-n-d-Wiffidlite habitats and wetlands Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LNVRP Section M — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes © No D Not Applicable Construction of a single-family home will not have an adverse effect on air quality Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Construction of a sink e- ami y ome at this site will ave virtually no a ect Ripon the soil or water; solid waste will be transported to the Disposal and ReGy-sling-Ce-nter in Cutchogue 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 III—Policies; Pages 38 through 46 for evaluation criteria. nn EEYeD No® Not Applicable It will not interfere with or prevent use of public lands or public resources Attach additional sheets if necessary WORHING 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 0 No ® Not Applicable �Construction of a single-family home will not impact water-dependent 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 I,VVRP Section M—Policies; Pages 59 through 62 for evaluation criteria. ❑ Yes ❑ leo © Not Applicable Construction of a single-family home is not related to sustaining living marine resources in Long Island Sound, the Peconic Estuary or Town Waters Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LSP Section M—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ leo FxNot Applicable This is not an agricultural site Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LSP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No © Not Applicable single-family home has minimal impact on energy development or use and no impact on mineral resources Created on 5125105 11:20 AM GENERAL NOTES: TABLE 602.3 (1) TABLPRe021tRI1FTERORTRUSSUPLIFTOONNEOTDNFORCESFRON]WWDASO OUNDSPEO LEGEND Revisions J , „P INDEX OF DRAWINGS: DRAeHSeU �N�MTA wT TEP�J�T&.P 1KeE FASTENING SCHEDULE 1:=1 KALI-To vED C-0.0 TIRE SHEET -2ymlmoemlL UDeaHc raa eTArE uR,ea Oo,swHwaswavu.aNl A-0.0 FOUNDATION PLAN -2T]D EEIbY G!)LLNATION CCNb11eLlI0MYPJG DF1a Yaa RATE °n -WALL TO A-1.0 FIRSTDDR PLAN -[Mllm®D6bID 6iII1.GNIIL WIRaN]1R/8 FDl A9LC'Fb �G yy u - HL LONSTRIKTED SEGO D A-1.T SECOND FLOOR PENN THE pCLLOKNs NOTES ARE TYPICAL,REFER TO ATTAZ C DRAWINGS FOR .•. Pr.-•rr A-1.2 ROOF PLAN AFFL1cAnoN. III7IIIC A-2.0 ELEVATIONS 1,MR N65 ARE NOT TO BE SCALID.VSEMENS DIIONS ONLY.CONTRACTOR BHA!.CHECK NEN5r s A-2.1 ELEVATIONS ALL DI1O6 PhD GONDmONS AT JOB SITZ ANY DISCIRCPANGIPS OR OMISSIONS _ -DOOR A-3.0 SECTIONS FROM F'LAN5 ASD/OR SPECIFICATIONS F T BE CALLED TO THE ATTENTION OF TIE .,.•r. D-1.0 DETAILS RECORD ENGINEER AHD BARE CORRECTED-1.(5)PAYS AFTER CONTRACT HAS BEEN r -FEED D-2.0 HANGER DETAILS AWARDED.OTEWO°LCONTRACTORK"BEHELP E9FON51BI2FOR5AME. - - FD.fnDAnON MEP COMPLIANCE STATEMENT INFORMATION ].CONTRACTOR ASID/OR'�I➢1'.OMRACTORB SHALL HE RE5PON510LE FOR PDEONIATO.Y BRKING ,.,°....,a n...... , r_,�• • (2020 NYS MECHANICAL, PLUMBING AND NEC CODES) AND PROTECTING ALL WORK WRING CONSTRUCTION ABANST DAMAGE,BREAKAGE,COLLAPSES. e ® -1 HR RATED WALL DISTORTIONS AHD MIBALIbNUIDNi AGGOr1DIN5 TO ALL APPLIGAElE CODS,STANDARDS, TO UNDER 518 OP 1,0 THE HEARNG SYSIEN FOR THIE PROJECT SH4LL COMPLY WTH TtE MECWNiINCAL CODE GOOD GONSTPJKTON PRACTICES. .rr..r ------..•... FLOOR STRIxm)RG OF NY STATE,CHPPTEfH 1 THROUGH 15 WH APPUCABLE 9.ALL MATERIALS ASD CONSTRUCTION TO M INGOf�OsiAiID IN TIE WORK SHALL BE IN r CONSISTS OP 2'x4' WD.SND•'o IT' 20 THE BECUIUIEN SYSTEM FOR 1H5 PROJECT SWLLL CONPLY PRM THE NATIONAL ELECTRIC STRICT AGCOI9DANGE TO T E LATEST S ANO OF AS.TH GFIC F THE PIER:APRICAHLE Z.1W 1/]'TYPE CODE,CURRENt ADOPTION ASD SHN.L CONpOWs TO TE STASDARD•AHD RECOMPSEDAnONS Q THE VAIOJS TRADE 1NSTTTES .. nr 52"GYPJLM Ybll.l. nicrr eu BOARD.BOTH SIDES !LINES NMp.LYJtl(gL41[,eIJIMBINC CODE (AC.I.AISL"511.ETGJ ARE APPLICABLE.ALL MAT6LIAL5 USED IN GOtAEGTON .err..- 'r"r' UL DESIGN.UL 014 NEW ATHROUCH TST'WHERE pPCAOLE WITH THIS _ E CT K ST BE NEJN MATERIALS LRLE55 OTVE3iK5E STATID. li���'�E11 11 TE bffj 4.NO C•OMJIl1T5,PIPES,CABINET',ETC..MALL ENCROACH UPON ANY PIKE WALL OR FIRE r RESTIGTNE PARTITIONS, r rr O -SERC_RTECTOR tiiY PER NYS RHC 919 5.MECHANICAL VENTILATION SMALL BE P CEDO WHEL.VER R251JIRED BY LOCAL GORE AMO ORDINANCES A5 WELL AS IN AGOOR ANGE WITH STATE OP NY 2=COp�". -CARBON MONOXIDE WORK DETELTOft 6. WE ALL PERFORMED HME Y THE PRICONTRACTOR AND/OR SUB ONiRPCiORS SEINE,EITHER aIREGTL.Y OR rr.�rr O PER N15 RBC 915 INDIRECTLY IN CONIRALT WTIi TFE OK•f64 SHAJ1 FEtPORM SUCH WORK LTIDER TIE FROVI510N9 OF THE .. .rm.-.� r•� AIACONTRACT DOGMf'1T A201. T.ALL DIFENYIONS ANO CONDITIONS TO BE-1-B]'CONTRACTORS FRIOR TO CONISTRWTIGN ANa MOR _ a 4N OR E -NST IXNRE D-)TO ORDERINS MATERIALS. r NBA D,RECORD ARGHITFLT 15 NOT RESPONSIBLE POR SUFERV151Oy INSPEGnOK OR A NISTRATION OF r E EXIST. (J U L / LLV 0/y THIS FRO_EGT. '•••^`• �_ or v 4. CONCRETE TO BE PLAIN,UNREINFORCID,(5•_E TABLE R =,28 DAY SOIL TEST, ® _KNDOW PREDILATED ON THE ABOVE SOIL FREiUF>Pr10N. IF OTHER SOILS ARE ENCONNIERrD, °i•'r r,� NOME LOWER BEARING VALLES ARE TO W ASSIIMD ATD TIE FOUSDATION HST B:R EDIES ED. N v Eery INPIVIDJAL SITE CONDITIONS MAY ALSO R!OJIRE SPECIAL PONDAnON DESI6K WHICH o,,,,•, ,,,•,,, E v EXIST. I5 THE RE5POH5IBILITY OF THE FLAN._,-..__R OR BUILDER cc, F 10.PROVIR='X ID'LONG&ALV.ANCHOR BOLTS IN COH•LIANLCG W SECTION 8405.16 FOAIDATION ANCH9 - . r 4'ROOF VERT 4-ROOF VENT 4•R09P VFM 1RODF SO 'pT II TFON ON PIER.Sd!/�P�KTH AZID FOR�W-0G� IN 50LL AT MIWNWM HEARING GAPAGItt OF I BATH UOCi cf Tu.-tee Z 12 ALL WOOD fTNAMINs'MCLLDINS,JOISTS,BEAM51 POSTS,STVD5,ETC,TO EE DGLbLA9 PIR NO3 OR BETTER r MASTER BATH 15.STWJCi11NNI•L 5TE•L TO BE ISTM AST].DETALLID,FAERIGATID AND EREGTID PER NBC. rr ]1R' I ~---r-?�T 7 � 14.PROVIDE FETAL DRIP FLASHIN&OVER ALL EXTI M KNDOWS a DOORS. �'•�•"• F-T---T--y I I I ,w 15.ALL DOORS TO bARAG2 AREA POR INTERIOR LIVING SPACE SHALL BE 45 MIN FIRE RATED LAv 1 r,r I I I I LAv I1r Y/ DOOR ASYJ-IDLY E]UIPPED KTH A SEELP GLOBIN&DEVICE 0R5504.0 Ia.BD.B R&AARAIDbe',tJJFILITYY RMS"ANO C-AI LI e0 EILERS AAs�RS°T'TATETE AND ...�....a. •a-,. .�-. I I I I nn I I t Q LOCAL ZOPES. p�� IT.FROVIR WATER RESISTANT TP.BD.AND EXTERIOR&MDG FLY1,10-M ALL r I In' ` I I J l I/]' SECOND FLOOR to Cp AREAS BUHPLT TO EXPOJ1FiC TO WATER ORCD05 m•r,rru .nr 4 l'IX 4'4' 4' R ID. OOD BILLS TO BE 2 X 6(PRESSURE TREATED)WITH 5/6'DIA ANCHOR BOLTS KIT_.... 19.ALL HEADERS TO BE` ,DgTBD BY 4'X 4•POST51Tl'P),UNLESS OTEXWISE STATID. cD. I CD. 2 I/]' t ]O.PFtOVIR DOU31L HEADERS AND M_'-'_AT ALL STAIR AND FLOOR oPENIN55 Ab UhDEt ALL "^•®'^' .• ""• I PY�B I 1 '.�.g �--- ]Vl' LJJINIDRY POSTS AND PARTIM N RUNNIN&PARALLEL TO BANE. 2 M, I 31.BIDbINbEtTO BE EITHER SOLID,V X B'OR ID&A,CRO°/BR OsIN6,HN D'-0.OL. r I F-T---- KIT" 1 - to >:22 ALL INTI-DOOR HEADERS To BE CD 2 X B e(W 2110 KNDOW HEADERS UW25S OTLR M STATED. ]S. INTENTIONALLY LEFT BLAKK r+rr�i„ru.• rem I LAV I I YIG I SINK I Z 24.ALL S7RUC7URAL WOOD SHALL BE KTT Y BACK FROM CHIHL.t'S. r I I I I LLL 25.JOISTS HAIY•CRS,ETC.TO HE•SIMPSON STRONG TIE'OR APPROVED E6JAL FOR FLV5H STFWGTNRAL COFDECTONS. } l I I I II--- a' N 26.FOR POUfiED CONCRETE SLAB PROVIR 6'X 6.10/10&A KXMI.OVEN 6 MIL POLYJ:TKLLNE VAPOR ` PR'SN Q DD BAWLER ON 6-W1L COMPACT®SAW AND sRAVEL FILL. - - Ill' ` 3' ~AIR ..ef FIRST FLOOR ] BAS?ENT I� Z (n CA ul Si.ALL CONCRETE HILNAH FOOTIN&S TO BE PROYIDID KTH]S REINPORGED RODS. `• ES.THE EXRW5tIRFAC9 OP ALL POJNDATON WALLS BELOW 6WDE -ft M DANAp- OFvO KTH AN ELASTIC,COAL TAR HAx,SELF FWMINs HITMINOY PLASTTG GEF@T. Q 29.GRADIN&ARO UD NEW GONSTRUGTION SHALL SLOPE APUY AND BLEND INTO EXISTING GOIIDmONS " cD V PIER FOOTINGS SHALL E%TEMO 6'FROM FONDATION ON ALL BIBS ANL SHALL W12'TMIGK r os.a r.r `- •••••• PIJ-0-EINE NOBS, 4- •• Z m M SO.PROMM=CONSMON AIR VENTS AS PER NYS ENERGY CORS. 01.ALL CONSTRL TION B HALL BE IN AGCOROANGE WITH TNG M•BUILDING COT°,TIE NY WILDIN& 4.GJ � MYS APPROVED C_ 1„ 4� GONSTWJGTTON MAWAL,THE NY ENERGY CONYa'RVATION CODE PND WFGM. ID TiAVTARY DRAINKI_PASTE AND VOJT SYSTEM TO BE ieaTe 9YaTBA �Y 93.ALL RI!BIN&FIXNRES SHALL.BE ISD1vIDJALLY TRAPPED ASID V AS REQUIRID ISY NY LODE. m.r.er r er M ACCOfIDANGE WITH Cf/APiBi 90 OP TIE IRC 208. 3 ul CAST ArimN` osW KTH LocAL CODE REGdl1RE4NTS KTH APPROVAL JOIH15.PIPE ' ]D vQtT SYSTEM SXA'1 HE M A:COFDAIL'E ItlTN PL U M51 NES R I�E R 21 A&RAM p W o p 55.HEATING AID COOLING RSIbNS SHALL LOFPLY KT1 A'IRAE STANDARDS. GIU,AIHi 91 OF TIE IRC]OB. S4.LOCATION OP BAY_MESJf SA5H5 AS PER DLL.RECOMM•JDATION, r ES THE69CRAL LONTRAGTOR/EUILDER SHALL MANCE ARRAH6E II♦19 KTi .�r.r W d TIE OrI ER TO SELECT,PROVIR AND INSTALL AS REOJIRED(PER NEL, NEMA NAT.PLN INS CODE,ASML AND ASN,RL• IFIOATION5)ALL HEArNs,VENTLATBNS AND,AIR LONIDmowNs eceJ1PFENr WHICH Ari Nor r.. '• r TABLE 8501.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA � � OThEIR1-USE SNiOMN ON TIE':E DRAriINGs. Wt6nr Des GPerlO n %.TIE SEWAGE Dlr I•AL SYSTEM AND FRESH YNTER:ONYLY SYSTEM� L - •r^°r°• WIND DESIt+N `a>4-ECr ro aAMAGe rr+ON+ �y�e L� lu.` ES AS RG(411RID M TFE LOCAL BOARD Q IHULTH. LOAM 5'ED TOP06RA99 '_PCG MND- SEISMG FRO K TGE BAI2RIE2 P..00D AIR MEAN Dagim FP LPN(s7 SsrfaeeC Ory a Sresn 0 N%eaNun moDMo carlter6) VLu 9T.REPRODUCTION OP THESE PLANS,IN ANY FORM KTHviIT T m KRITmN u,,,i .rr LOAD ( EFPT0T5 mw BOWL 7dI6N ` LINE Df5i6 UHIDStL4 HAZARDS FR8ELM6 NdJll Ail vahnn aM facfan ce ham fJb NaUalal O-F 51`-* tsar0 far CONSENT OF THE ARCHITECT,IS PRO 15ITmO.THESE PLANS MAY NOT Be-FILID FOR O°°r'•'r°•"• r °� RSI DEW GA OSPTH TBHP F-IduRED NOEX TEND 1'boG Lom4vclbn NDS-1947. yL CONSTRUCTION FLRPO95S IN ANY HULLDIN6 OEPAR'DEHT,KTkJUT THE ARCHITECT _ r MITTEN!AdlM1SDW ZATON.ANY USE Or THESE PLANS FOR ANY"JM-05E,OTHER r W THAN THAT SPECIFICALLY AVTH ZW BY THE DESI&NER,IS ILLEGAL,AHD &drama P]Ser StreroF 9adYg Bb) MAY SA.ELT THE USHN THIERSDIF TO THE FAYNENR OF FMJ.CAHAI551ONS. ou:nu•., •.Lou„m ZO L.BS 140 NONE WA WA H SEVERN 9'-0°io 20 YES WA 599 55 Strgb Mwibars R.ppast�Nro uw Factor B"SWes Ck B5.THE ARCHITECT HAS,NOT Bi RETAINED BY THE OWNER LR 6ONiRACTOR .� er r r bt 850illgo.1105 x IJS•IZ%V TO REVIEN OR INSPECT TE SITE THAT THIS FRO-ECT 16 TO HE WILT ON es ®••. .. 2xD 8`A z 120 v 1020 z US•ID3 AND,AE9NHES NO RESPONSIBILITY OP STRWM OEDISN TO THE 2s10 a50 x IJ0•9S5 x IJ5•IOi5 PROPOSES SITE.Ne]a POR TE FAILURE OF THESE DRPPYIN55 AND - •• 2x12 E50 x 100•950 x U5•41a F- I' SPELIFIGAnONS TO LONJFORM IN ANY DEGREE KT1 ORDINANCES RNID LAWS - a ...r•, TPni n 84023 MINIMIM bFELIFIID GDIMTG�NE 6TRGNbTH Or GONGREIE APPLICABLE AT THE SITE. .` 94.FIRE HLOOKIN&TO GODS IbCab. r NarDmltal Sbar Stress•N z CN•PO Pel V Z YGAT9R PO1LNiTl MPMs•.d ElmUcl6)• IMM Psl 40.A55UN�501E TO BE SASID OR 6MVEJ.,WITH MIWHM TRACES Or DRY CLAY,WITH AMI �-AW NES GMALITY OF I TON/Sq.PT. a.risr.•+•. ,a"'e'e"••a , TYPE GR'-/-'GAitoN OF GONGRER GONSTRlILTION N•f..LI6IBLE MODEtATE SEVES � rl f 41.ALL I&N LOA!TO RST ON YIR&IK PER STJR�S 501E ran '•�•- : B��O0ID TO.-,ATS AND OT�t OONGRGiE 3�OD ]'j00 I ]$Ne I 4].DESIGN LOADS ARE AS POLLOY6 PER SC4JARE ROOT. vo.e.r.r q"r` , V■ •IVB B.ugd1ENT SLAB&,AND IMELOR SLAE9 ON aRADf• I TABLB.-Il WMOBORNE DEBWS PRDIECTON FASTElID1O 5CHE0UlE FOR W00D 1 TABLE TRIBU - e. ]7'DD ]• ]Soot Loa O O = n MINIMIM UNIFORMLY DISTRIBUTID LIVE LOADS rem v ExCSr GARAGE FL00R SERB., I I sTRUOTURALPANELse n = F ... yE BA'LNLRIT WALLS.FgJIDATIDK kW-L5 IXTEUdI WVLL9 I a SLY 'y N INR«eium AYAi're�Wlx uw os�Tnuee �n r � r ArD mN®a vecnuLcoNCR.-TE WORK e]vasID ]yoo SDDoa I BDooa I restuTemc w.r:a+m N j F Ci�4]"^m ro revaTaa LAM-1 MYNTANE ATKe A AiK4 feWta 1418IUID 'JD F� (� .� F5 DyrDl+l,•6XIER'R1 A1006' v.. ORGI05 G �T 6AHD -OSMO TO ]709 B STT' AOO.]II p STOOL/) I _ _ , THE 1MATN AFD GARAGE FLOOM1 SLABS eJNmS N�RR¢swLe l Pa eaARe neN•ea•Esre `_� �HW-� c euE B F mse.w.ue eA,rva YD FBI v.+..w,.•.. U o NN m � �•rlDie la5ou(U r9R rEI,TIEa F9mmAL ro TABLE 89025.1,BI RAFTERICEILINO J0ISTHEEL JOMTCONNECTONSAa.c 4A4Ac¢e sNTM n-wTNOIey •s+s..x,so.a=..a,ie 0 RaTB aDIX TMa N@f&RP1NG AT Y a Irl<.oLOLA�iOM THAT MAY @ BLlLT io PI�LIrb Ab TNMpM!gAUro GOIETRKTON BMRL DE AIR{MMOm n to tf O) Z a�A719 b e[�pTMWNL RAtR-MMIIC TDTIL AIIa CCWIdiIPaCCTTYq.I.M!COIY _tdW1 NOrR LDe MINDFCrCalr 2 45.&LASS IN 511DEWT6,S PIER DOORS AND SLIDING&LASS DOORS TO BE TEMPEREO&LASS. Rsst ]w ..e2 exnw 1w1a�roR wxiwH eoaEli eONslLasr .nMau°e.IP.m,o.a r„a°]Nm.,vrimy 44.P'P._TWcu WORK To c01a•oRM TO THE NATIONAL eLECTwc wR AND ANY AFFLICAHLe LmE �n 5sti esmn rr. Nwnaw�.. lw:s.�.ee, ua Ran MaaewJm•mru..BvR�+• "'°a.•m�". .v,..m...�o°+•�-.°mrbe°.de.,.-ns®o..o-•o.sw a LOCALfgDES,FROVIR MIwMJMOFHE TIC !LEma O=AN,,NA AREA � pb'•im�rmprh.�s.y' Hµ �l�,y"'�S'� �� •`^'s'+°°""�"0itl�°Pidi4k"'�]se,es.,o.easgNn ru,.,•awe ., I�HPN•,.m...�.m•.r. OTOR IN mom°°�.-.' °•m.....,•,e,.,.m.l..m....r.ob...�n..aw N 45.CONSTRUCTION TO COFFORM TO ALL CORS HAVIN&.LRISDICTOK 46.TEy FLANS ARE RB161ED TO FEET OR EXCEED THE RKiIIIRNENi9 OF TE WA YORK STATE BUILDING CODE M T RECENT EDITION WEN WILDIN6 IN ANY JVRISDIGTION, ] s le n TABLE R602/DA-eonUrwsO EtACINO EAETHODS s�v ���TTT ETHER INSIR OR OUTSIDE THE GODS,VARIATIONS MAY BE REMIIREP.IT a L c PRH m Q a IALL HOT PLATER PIPESAHD=T WORK TO B THE RE5PON5101LITY OF THE PLAN FULD RGNA5VR OR WILDER TO NOOES TIFY I5N OF I ] MEnlmf,uREpML nvCW+Es pweE �'xiCn� PROW.KTHIN 24 HRS. AW f.HAtJSE9 TO PJ.N9. ENT. 0.r INSULATED A5 PER FEY'!YORK STATE a I i 'fi r' s ncmp[m snsl @ s.w,RSox.t Pm � ,.V EDE+GT CODE, tf I] i m•usim evenuaam "Rn xl mF END.AF.F.F.-ABOVE FINIS FIRST FLOCK Q pW yy,^e+ Dow SQ 49.ALL PLYWOOD USID STRUGTVRPLLY' MEET THE PERFOW 15 5TANDARD5 s ] ] s T s �aESa• - AND ALL OTTER REOUIRE•ENTS OF AFPLIGAHLE U.S.COM®•CIAL STANDARDS Ss > ] e T ] c s u s r [sivm _ � FOR THE TYPE,&RADE AND SPECIES OF PLYWOOD AND SHALL 55 50 IDENTIFIED i i ) i ] i ] ] i s ] i pax --- - s••sT V e.H EO BY AN APPROVED TESTING AGENCY. ). N s ] s s ] . s s ] s I msev�msua ey m,p� sPvo,ta,Rm- I 5 W.0214 RACTOR SHALL LOCATE ALD IDENTIFY ALL UN DER45RO NP UTILITIES PRIOR - _ _ -_�� _ �- __�� Sp` SC TO EXCAYATOK CONTACT ALL UTILITY LOt-1PANOES IF RELOGATON IS REwmEc, s4sw•n.mn,b••]wfmmio.H .4•r lm•am»4>. s a - ESD+• umti IIF ® ® ® Op \ BA AID/OR R'PAIR9 uaso•a.aufb aaum .wemnm Hua Sri �. s..U.andCsursP } s�.WOOD p0 it .°aaSxul°a r CSAnP O z xssq,.Psowo sN�4mN.mt.arom.s•a]s p,zmeeb...w•s -�,_S^a'? -- - --_-- ---- sa PANELS uR e Hmµm n.a•vs,ncxum MoasHP.lNmab.es•�ya4 mao-.usylvn a r� p�.wme�ur.rr,..lmsrwci c,usua MlMmdu,we,mm O.mW �,ba• .b. "�' Sr9.tmlamRs.N swssu eR2s>s �,••mr� _..-..-._. .cw.a.+nw.....wma..wkal m..nw.rw'.aw•,a.a.. b•, �� m .^pn0o6 � ' �m''"'..w'o ala remM muNa,a mebeies .Fomes•,.e.mMn4moY*a....or�r•.•a+ 'yam"A>r FESSIO .DOD BTruuTAnms au,o4�4-+f.rm�w. osis^ •gena lu �-r�s� A:sSa•n¢e. SUCT prc n°'lba±asw,.�iya,00n o.ureuoRplNtn, .. > ; Nva G'rzsmOem] r•�C� PANELS 0 O ,Nwm men.aum,w.wm,.ewwm,aamsn.u.lmu.r.s..obdan ua•trJM wN'+.nti qua,. 1RUSS Wi161G1CN SRitl E:s, Yh'b0•nOYmxl COIaL4W�WIM 1f NYDW PA4T1Bs LL d p00FHEIGM ]SY ro54 tb9•IIarsa ibl.]olN,mv.iGT••6006v11aRmT.Pm4L.al Nt7.l cb P+bv.GDxY -.-.._•.- oFHrttaessJAtmAIY ] •ArinoxweerNaWphp,6yL•ameaq•ltlml mpamtlbestNCDeqCegaW C.l>a.0,ms0. TITLE Iq 516N JNDSKA BEAFF M ON ODANCEPRH »wsmmm.ama..nmwRo m TOOAANYM.15DMOAR.L LERWX Tuc�T�OT�EEE�IOROF�TIM WIND BORNE DEBRIS PROTECTION: DwExsM DR mNr v^a ..za• esti e•+y.rmsw•tu•Rm•ue4 P+ss.m.wn.m.ma....ve...mm.Rm yt1Aw>nW...a.+o.s. 0�msyGm � STRIGINE FOR FIELD IFFPGTOIL WOOD F 5 FEET SHALL PANELS ri1TH IT MINIMJM TMIGKN BM-OP-I/Ib•ANC A MAXN9JM ////���� SPAN OP D FEET BKTH BE PERMITTED,p DA a TO BE FREGIIT TO COVER 77E / • 0 • O OOF RTO! YJRWNXOUSEf Ft]MYOVFA •a.Ryro Doty OM,R+as.os O,W q bLAZBD OPBNIN55 KITH ATTAGNFEM HARDWARE PROVIDED. GENERAL NOTES 3 LEGEND TYPICAL FOUNDATION NOTES: Revisions: A2.1 D——_] - rRa°wm-- ISenD xO g0_II 1121 FFALLS<E=To 2a•Y ! O FOOTING NTH T6TR1GTm (5)GONTINIGVS 43 REBAR IML'NOTED OTHERNSE 4'-0' 10'-10' 13'-3' 2.THE BOTTOM OF ALL POOTIN65,PLIERS 4 SONO USES TO BE W MINMIN BELOW GRADE S.VI DB1D P HOLD T LOCA' PROVIDE HOLD DONS E S ABOVE S NOTED ON PCN SHM7 N _F�pURmn PLAN 1 AT 23TORY AREAS ABOVE Sg DETAILS ON SI1S�T D30 ab' ® - H9R RAif9 OF YU ro uHRlt SILL er 5.PROVIDE GRISX BiLLK AT ALL PONT LOADS ON / \\ Yeb, i5T5 Q 1 Ra• POIA'IDATON NN1 w Imo Ib':-•':..- OG.YV ill•TYPG b.ALL COtL'RETE DPO°dD TO f•GATH62 G 1O BE 9500 PSI pp� B� AIR EMRAIMW U. 14 T.TOP OF FOUNDATION HALLS TO 3-b'MN ABOVE 69AM B. = Os -BMOKG o TOR POEM!FRAMIN5 15 PROPOSED PROVIDE SLLL SEAL 11,91ATION ANO TERMITE SHIELD .A / . / \\ \ 0 -eAIeBDN MONDxme DETecroR B.NT LMA TO PROVIDE NLLI0 VRD6 I IA✓FT ALL / •// /dj4 \\ \\ ..11 PONT LOADS AND�4RIN6 NaJ.I.S DURING ANO AFTER / / 'P// Y4� \\'•• \\ "N ORE _L_Fl— IAIGTW:TON q.COME NTO DIRECT CONTACT LVL5,FOYER SEA1,1S AW KD•ILONGRER.COATICIST ARE TO / / •C 7g N o1a G N.MYi CONCRETESHI SNPAGE MT14 LEAD COATED COPPER FLANG / / $ �! \\•� Xxxx e.—ST. OR A SPRAY M BITUMINOZ YcNBRANE NYL PANS AS PIX 10.ALL JOIST INTERSEOTN6 FLUSH BEAMS ARE TO HAVE SIMPSON STRONG TIE COMEGTORS / J` / / / G3rtt-LONN4YlBLY SJ-limo nvD R.ALL INTERSWTINS FLIER BEAMS TO HAVE SIF WN STRORS (J�� // .;'•// pRP //7i`-//^P BTRGiN1AL PAXi9 TO WN11 GTORS AT BD' L1 / / / --GOxtoauYir sfeA1!®wRDJ. M BASS1BIT HALLS To HAVE FIRE STOPPRK AT UNDERSDE OF FLOOR BETFEM FALLS 1 FOUNDATION p / / �P 00-81'FFlM LULL B6AIm J C4N5TlqrTION 15 TO COMPLY NTH BUT 15 NOT LIMITED TO THE / Ba-Swro Rall.uHe � Q L� O 6� `u� `, N 0. OF R510 OOt�ORM NTH EGRESS r I 1 STAIRNAY ILLIMINATION REO3.9 } STAIRS,LANDINGS,RAILS t GUARDS AS FIR P 9/4°x II T/8°AJ5 25 F.J. - 4 �II��I��g �l -_ ® 6' DRAPTSTOPPINS 850317(E=P6 D7J I FLOOR DIAPHRAGM BRAGING 555 Pl OM 0.0.11 J U L Alii FORK o 1 o1TLY NTH COMPLY20 I�ECCC � co I 1 1 e 7 2023co ALL_SOLAR HYDRIC To coMPLY KITH R524 MOKE 4 CO2 DETECTOR NOTES: r BASEMENT SLAB T———1 " „ SoutholdTown IFY OR PROVIDE HARD WIRED 3 VL�N� y W 4•P C.SLAB YV I———1 I DETECTORS w/BATTERY BACK-UP IN: O O 0 Beard of Trustees o u�n p A j bxb I.owO H hMFAGH S FEPIM6 Roots V ®O OVER NrLL COMPACTED 2.WITHIN IS'-O.OF EACH BEDROOM % 3.0 m SOILYv1/2 F'evr-ET1�e -- 3.0 LL P EXPANSION JOINT I——— l I (SETERP:LLY THE HALLWAY OR 6ALLHRY) 0 B.THE TOP AND BOTTOM OF EVERY STAIRiL 9 iL ,1. B j � < Z,p 4R (2)5/5'DIA X Ib'LONG ANCHOR BOLTS, I EXTEND 5 1/3'ABOVE FOUNDATION,52' I RAWR65 :. OZ.AND(U ANCHOR BOLT SMALL BE HANDRAIL NOTE: z AS PER CODE PROVIDED WITHIN b'TO 12'OF EACH —— > TYPICAL FLOOR END OF PLATE AND WITHIN I2.OF H/IDRARS TO BE%'ABOVE DECK!STAR NOSIN55,REd RED Q CORS. ALL ANCHOR BOLT5 SHALL I 5'-0' 4'-0' 4'B' CONSTRUCTION: HAVE A MINIMUM EMBEDMENT OF 9'IN WARDS OR OPER SPES OF STAIRMYS 4 DPLKS SMALL NOT I FLOOR JOIST AS PER PLANS CONCRETE AMID EE FASTENED TO THE ALLOA SIE:R3IMR313 A t O A 4'SF RZ OR MORE IN VLAI1271!k GODS OF FEYI YORK `S• I '• 1 : 5/4'PLYWOOD SHEATHING PLATE WITH NUT 4 5'X3°1/4'THICK hB'16ALV. Q I I LF 1 -> 55E FRAMING PLAN5 SOUARE WASHER AS REGtUIRED ARENWY,TYP. I '' I 2140• IINSTALL COPPER TERMITE SHIELD AT �/Z < I �I P�LATEM OF(2)2Xb RRESSURE TREATED WINDOW NOTES: DRAIN TO 1 I 3/4'x II 7 8'AJ5 35 F.J I w Q tL DRYPPLL I 1 �� I.ANDOHS KTH N IB'VMnCAL OF ANY SIB FLOOK TIB/ (�Z D g Br OTR RS,TVP. ®I b°O.C. I .? R7 DRYSL/5 = ro w TES x 7a•HORIZONTAL OF ANY DOOR B'llNG ARE (4/O k 3 9W D PER GOR GRADE �'_' 8 A II'-0' I 2.ALL NNDOUS AND EXTERIOR DOORS TO BE RAW M 1 - I MECHAN I GAL ——————— — —— I I NIBSWTY HOOD ULTREX RRLESS NOTED O HMNISE O.` TYPE X FAL 6YP BID 1 (2)R 5 OP Or HORIZONTAL AT 9' V 8 @ FEL FROM TOP OF FOUNDATION VRALL S.NtIDOVS NTNM 4'-0'OF COWERS 5NPi1 MST OR E%G® N t( ON ALL WALLS 6 I DESIGN PRESSaRE RATNb OF 30 IbSP.ALL O1HE3t NNDOYS IL 1Sy 7 N9V LADS I :y 1 CEILINGS .+:7 s. p BNALL MEET OR EXCEED DE516N PPE_SU_RATING OPS Q UNEXCAVATED v'I U 5P. 2 PIR CORP TYP. 4 ADJOINING LIVING 1� SPACE I 4'P.C.SLAB OVER YELL MIN.[/&"PROTECTION BOARD P,mq IO'-2' COMPACTED 4.CONTRACTOR IS TO VERIFY ALL NHIDOW MODEL NUH�a U I I J), SOINr qr11PRIOR TO flFtGRt°2 OR IHGTALLATION�H' .' DWELLING WALL/SLAB o 1 NG R®AR o 24'0,-,.FHORIZ 4 VERT. L--------------1 r ---- -----1 '•i 6- o o f W RUN PZ.SLAB OVER PROVIDE 4 INSTALL"KARNAK° N P.G.FOUNDATION L_J _ a WALL HBA. BASEMENT SLAB I roNE-roTE'ElP,Sror�'Rlc LIcvID e < o L GRADE,TVP. Ucs�ll 4•PZ.SLAB W/ aMEMBRANE WATER PROOFING II'-0' 10'-0' OVER b MI Kw I SYSTEM OR E/AL L B ALL OVER b MIL VAPOR BARRIER .,I FOUNDATION WN15 BELOW GRADE OVER YELL COMPACTED 501L 23'4' W/1/2'PERIMETER EXPANSION I 1 I/2'X B 1/3'KEY WAY JOINT I CONCRETE OR 6ROVT CANT AT 'CEO JOINT N SP Sc 3N7"�I (5)•5 RESAT;CONTINUOUS .2'� •5 REHAR ATIS'O.0 VERT CALLY ay )ESSIo� lum FROM FOOTING INTO FOUHdJATION WALL OIp/r}J �r-OUNDATION WALL DETAIL ° " 0 . 0 1 FOUNDATION PLAN V4'•I'-O' 5MOKE 6 CO2 DETECTOR NOTE5: Revisions: VERIFY OR PROVIDE HARD WIRED SMOKE DETECTOR5 H/BATTERY BACK-UP IN: 3 I.EACH SLFOPINS ROOM A2., AREA 2.WTHIN 15'-0.OF EACH BEDROOM (,S ME:RALLY THE HALLWAY OR EALLmY) 3.THE TOP AID BOTTOM OF EVERY STAIR CALCULATIONS LGE MOISTURE R'SISTAAT GYP.W.IN ALL MET AREAS PROPOSED ��TCN 15 TO 5 NDT Lmim TO THE FIRST FLOOR: +/.905 S.F. O ' aP SECOND FLOOR: +/_905 S.F. SSOROOM KNDOWs TO CONPORM MATH E6RE55 TOTAL: +/_1.810 S.F. RESULAnONS OF 8510 oSTAIRYIAT ILLUMINATION R505.1 STAIRS,LANDI1465,RAILS 4 61JAPD5 AS PER BASEMENT: +/-905 S.F. 9311 4 8312FIR®LOCKIN6 R602e ..pp 'z BT'' FRONT PORCH: +!-69 S.F. . DRAFTSTOPPINs 9502.12(Sm Ps D2) N� o ; MASTER BALCONY: +/_44 S.F. L FLR DIAPNRA6M BRAGINS 595 WM OV SDS LI6HnN6 TO COMPLY WITH IRC,GH 55 BEDROOM#1 BALCONY: +/-24 S.F. L AJ1 WORK To COMPLY WTH 2020 1Rc Ecce SOLAR A2RK TO COMPLY WITH RB24 wP }P HANDRAIL NOTE: GREAT ROOM HVMMLS TO 5E S6'ABOVE DECK 4 STAIR NO511155,R=)IRED sUARDS ON OPEN SIDES CP STAIRWAYS F DECKS SHALL NOT ALLOW n2 PASSAGE OP A 4•SPfERE OR MORE IN DIAML'iHi Z '611 Y�''� Tl (y 8311 1 9512 0P TIE DENNAL CODE R`SIOF NEN YORK R ti a i ti� i j, ` r'ii so < 7x12 P.T.D.J 1 WINDOW NOTES: Q J U L 7 2023 ! I.TO FdBE"O YUTNM B'VERTICAL OP AM S.FLOOR TUB, (1L O 7 OR MIITHPI 24'HORITONTAL OF ANI DOOR E"'.ARE TO BE TB•PIRZ0 � P I A° INNM6RITY WOOD nEx NSS NOTED OTTI K51!"' �- - DINI N&AREA ��_�_�„_� B.WROOWS WNHIN 4'-0.OF CORIStS SMALL MEET OR E ED DESIGN PRESSURE RATINS OF 50 ar/SF.ALL OTHER WINDOWSIL ! Soch,old Town SNAIL MEET OR ExL®DESISN PRESSURE RATKO OF 25Ix @ p 5 VO' - 15'-I• 5 VS' 1 165F. N i v Board of Trusiees Lwl g co JI 4.CONTRACTOR 15 To VBU%ALL NOOW MORE.xA3B5 POWDER PRIOR TO I'.RC.HASE OR nsTALLAnaN C 2x12 P.T.D.J. ROOM .. — ® O^D co LL ----- in LU I m o ZO ' Q �I m0 _ .FirDw6NFXLPmMOh_P_�EPWDJ.STY6(fv.NGRi1f�DwYLPnKYS,i- - � � (J i 15/4°x IlT/a A 15 25 FJ.► A a A ®16' 3.0 I $ A3.0 :r`rta5cn�rrorii �. :vrniilmainu F m 4 ❑ R I___I— f_�waa®amaa_°rc Man R.1m � 22128_ '-4' 5 U; B'-0' 4 m I` PED. 2 t -- i'W.'�a,lrrcrlc�srr:tialauEaw�iN6n m A2.1 n I_ 6REAIGFA5T J REAlu E .� 'I, x"tifiicr`iriouv-s�ueicu�Pizr. 1�- " "Dm1pa^®"'"""i% lwxuz��: Q m . ice• 0 td �I 13/4°x II T/H°AJS 25 F.J. \ S LEGEND " •' I - ®I6' mM-^,� -®QDOLL I Qro • - GOl°61WIGTm _ .. .-L..:-.-TI�--° •`'-” - e;• ' Q-TLv g11_2 R• g mazy DOOR MEMOg 6 9�\ m - AnD°ONLN -�, ri0ma9dY'1iP,T,M'ALLGA}NNROrSA' ,y - _ - _ V 6m"'� co PATI FOOIST,u;cTCMG .sim: O _ ma ' •°` oa.,mwmu.osr�_.-..,. ._ '1•..a""'�"mr o LU TO DONOtsT9°F 2514• •_ - - - � .- ;-� _ � -2x17 0/0'!'TOLM WALL@YCCo'a^me^o-."ui�:i6•v.�E .... _ 'r`.`iuirus...., .T.BM. o LL DG5169 UL 014 ,L c[ .,.•..OAPv�O-:,�'��•:'�- _ �j1j-as..- ,� w � � e°ARD.ooTH SDs ..�+., :, ' rmml ��•alucAnworo ..5032-2 S 6116 F.T.WD.POST O -LA.mON MONOXmO DOTLDTOR c.r,-<.c.:.•..r�:_i?:>.womElFilE,laiKHMLWaLetlOKRlR1b!fD__�90RW IR9i ..,.r. - •:..� r. -.. • ; p OYER RAKED WOOD FLOOR-�YERIAP OP1NlN" \ NnGSaw[�_ps,VlawuvlavBt....00.natl?Vbl.. aa�ro yNORO IFRW!lELEVATIONSLLTON± OI O U -LI6MT Fl)CR1¢S N•NSW 0•Lxl6T. N® -per TABLE R6072(3)REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SXFATNIND USED To xxrt)c N. RESIST WIND PRESSURES,4o F,O 5c ® -INOIGTl5 El ltm ttwL rANi AS POI NmN1m,tl ' im '�uPSlcx \ 9r P602b l9RNtlNAA. SIRYCNRAt p�1A� tlWA PANEL NALLSPA@ID WWO iPE®Va N } �• r } PANEi SPAN PAPEL SNOSPADXG E TNIDtNEi6 (1mAa1 �Oa FlYE GSK?-LQ.TMkTE1.Y aMewno P°Op �' Nmn17 R°1°'D PmA..I Lc mm..me e c o �+ 2•Q BNd.G1lMLPNSI.'. �;'•®� 1.5 N.'A f6 8 4 ,af 11S NO �1 wr-cDNRoar{r sraTlo rolTFAI mcwmm u us ca Woos �' Ran Ns.nor no z+ne �'bFE$510t1Q�' ^s-enw+^u'L OpAO PmSt 1 mm.aawm,l tla.Pwm.•P.6Dmsw 6•L-91AGp WN.L LRS Pul•fiuh�mW wPwP�nlcb•ypv'Tb WhgflmC,M�VahrW1•ivdmmAv i6blrtlmmYmaM1tlb gp6b w0epvel s�W P,4+m11,[wbrgWY T°tYYlmdmeMPwww�OlmvdmleRYemh&5'9,Waah•rmNays�9WLm RIDI21mm11++W0,•PA'�®•1!N e'.m w.wmo Pm sweP Rml1n �1°06.c:xi LL°`•mnmdP�.m'xwm0..nW6�1 •6mbW�a�b��a�'tll�®v wmrsw�wy�`�m:mw is."a0nms�.m,� m.<mmwP.m®Rmmlmmx NOTE:ALL HEADERS OVEr2 WINDOWS AND DOORS SHALL 8E 32x8 PU I/2°PLYWD.FLITCH U.ON. A1 . 0 I FIRST FLOOR PLAN -0105 SF A METHOD GS-PF - PANEL CONSTRUCTION DETAIL V4'aI'-O' NONE SMOKE 6 002 DETECTOR NOTE5: Revisions: VEtIFY OR PROVIDE HARD WIRED SMOKE DETECTORS W/BATTERY BALK-UP IN: C] [rZ I.EACH SLEEPING ROOM 2.KTHIN tf � V k�a E C PEACH (GENERALLY THE HALLKAY OR 6OALLM'O A2.1 3.7NE TOP AND BOTTOM OF EVERY STAIR JU L ® 7 2023 USE MO1STUIM Rr5I5TAVf GYP.ED.IN ALL VET AR_AS IS TO COMPLY KTH BUT 16 NOT LMTSPO Tie `b• Southold Town 9MVRDOM WINDOY6 ro LOWOR4 POTH E6RESS Board of Trustees o STAI�,nLAWNNSSS,RALSI6ARDSASFOR RSII 41%312 FIRE5LO0KN6 R6o2D DRAMSTOPPIN6 R502.12(SES P6 D2) FLOOR DIAPHRAGM BRAVNSCOMPLY AIT WrGM OUT Y40 LI TO CO TO COMPLY WITH IRC 6 38 PLL WORK TO COMPLY OKTHW 2020 IRO 9OCC C ig, � ALL SOLAR FORK To COMPLY WITi R324 HANDRAIL NOTE: np �i } 9ry HANDRAILS TO EE 96'AWM DECK 1 STAIR NOSIN65,RYAIIRED m�> 6UARD5 ON OPEN SIDES OF STAIRWAYS 1=X5,SHALL NOT Z MASTER BEDROOM PLOW THE P/JPGE OF A 4'SPIBiE OR MORE IN DIAMBTBi Jo Qi1 S'=RSII 1 Rill OP 71E RE516�111AL LODE OF NBY YORK �I� s, WINDOW NOTES: [iL D 1.MQVOFS WRHN ID'YMMAL OF ANY SA FLOOR TU9/ 9 2650SHOWER OR MTHN 24'HORZOWAL OF ART DOOR SFM ARE /�• ap TO 9E TETBER'D r r2.ALL M=Y6 AND RXIMOR DOORS TO EC MARVN ® r RA6.11k55 A5 M1 -(_jD WWRITY VOOP V-7FMx MLLE'S N=Oh ERNSM F81 CODE TO S.KNOW6 WITHIN 4'-0'OF OORI825 SHALL t�f OR EXVM � (a�7 EE rFJ2CTED, VV TTP. _ ul DEI&N PRES"FE RATING OF SO br F.AL.01182 WNDOP6 3 �6$ — SHALL MEET OR MEW M16N FR' RATN6 OPS � l� 0: � 4 _ pIbIsp. z Il� Y Dp MASTER V 6B0 M1 4.CONTFA TOR 19 TO V5(UFY ALL WINOOW MODEL MUMS 5 L d BAT�'I y PROR TO FURCHAY OR INSTALLATION ® O < v 4ul s WG 3 U2 9'6' 9 112' 91a 1/2' ..r .. ... .._ 3.0 4 x e cJ®16'OL _ I ":rcrfai�a;b m BEDROOM#1 I EI I r ;:: fi.xIro Ufa w�aPa.m�a pp���� Fu 16fR.WarEmWvai'aFla'f[En F V p —.CT— AS . � w�fn�a y pro; A2.1 r AS FI,, !S 4 — As P �—— 4 '';_ ;o�ana:m::�':.m%' - 1 , ju Ck CL902'4'3 V2'3 9' 9V2' U�B O Z O Z WFGT101cT19 cLr�oa Jf o re�e s�d-• O O �p SD ®SD avERCaie_HEiE Ua FIASbtat_T Biu_GiFeuim_�lioii•e Py.vu O O O VY S 1/2' .. V iv— m r' - _ nuwo— I BEDROOM#2 _..._ Q—Q LLM -11611V.TCfl WALL � •_. 4 3030 9030 Q I �6 .:raaf+mx+ r..x1..nF.T1.sa sa_.ma�;rn'wooai ..._...... 2x80.J 0IW OC I 10mL'a �ttirb'e - •O o OYER RAff ED iND00 F1D0R�PRANIND ANCND�R OPTDX A I S/D'GYFSYM WALL (NHPEPat4ab6awm0oP.rmlty. ....._ � - ElOARO. 5 VY S Ill• Q VL DGYIGK UL 914 _- (� • '6.: „ ;• mT..-.:L�:-vY�Pmex. '-"-•...., eumwPmpnmN T..iOya�l' f V m � I O -0AI¢ON MON2XIDe CeieGTOR ..-' bcr ........................................ nL�xO�N11_ �A '9-1111, 50 1— o 3060-2 L ————— ——— � -u6Hr FIxTLRe ••.. ,, nomamrllP+.Lramara:r.eauwm.fnrrornxux�r. ....... ...r-:� _ ._��i�,o: c� z n LINE OF POR- B°10W N oR a «.«,::- ,' `,r• a N.NDV OYEATtA6'EO WOOD FLOORCPITON: '•. S Q ; e•e%I6T. ln!rf.6!Wwt4limwWnPfNN mPafiaGgl. ...- ."q.�1 D B� -WBSCW rFAO.YTEI.EVADON. 4 � C) U N ORL N•N9N 5'L9' 44' 9'i' 4'-3 V2' 9'3 U2' X� D•DwGT. II'-6' ® RDD110��Am W41 FN8 AS ISl RE944TWRlOPRE55URPSA4TS FOR WOOD STRUCTURAL PANELWALL SHEATHING USED TO n ~pS�pD 23'-0' BlIB1L fON11NYAF'I.Y&eAT1®Y'OOD 10aWitl Naa OaD yplynLL W P➢NELNAh SPAm1G aY DfP®Vpa SIAVCTIML PANFl f1W fiPAONG a 6 � PA� PAN B [n L6R-GGNRN.pXJ.Y°JlAlH9 NRTAl Sb Bmiuq G �y.rjf Im�nl Eeem BmMc � r 1 GS-DYF3UHWALLDDAd •f/ Woos 0 oil-LRwm WNL Loa PO� 1� xv16 a in iu � �$$IOt11�• Belo-w.xa�r.e.P.er.aan�s P Pd tIImyl:ob PPm4mpgmGPdonaµPm'vThr{y PnPPeaiaPmoaSnY@.aD<aBovs am l6mcba maaEvafYb PDDbEaCh Dstl.aKrf ubpapml[�lanTµfmn. b Tdirb Ie.Omv4faw.umaaP9bad¢BvgtmmlBm Mamm¢memam6�Rk121saadtrrbgrmJa¢m.hf am.aaeawamsNemNwua 'rmmfa�° �aa�+aa yam Im@ma'a'm,:r+s :mn u+ame°�'wrw,'ffie.aals waw.a.an�0.cm NOTE:ALL FEADERS OVER WIWDOYS AND DOORS P�.ePv�..vm:reaa.mr,�uu. SHALL Ee 3-2X10 W/1/2'PLYWD.FLITCH U.O.N. A1 . 1 I SECOND FLOOR PLAN —9105 SFMETHOD G5—PF — PANEL �` CONSTRUCTION DETAIL V4'�I'-0r NOES NOTES: Revisions: I.PROVIDE ICE 6 WATER SHIELD AS PER CODE { �� 2.PROVIDE 60 MIL EPDM MEMBRANE A2. ` E INSTALLED SPcGiF IG�ATIONS ON ROOFAS PEP. S{�YITH A PITCH OF a.12 OR LE-55 PROVIDE 6VITERo AND LEADERS TO PREVENT ANY RUNOFF DIRECTLY FROM L 7 2Q23 ROOF TO GROVIID BELOW 4.TRIPLE FRAME ARO ALL CHIMNEYS S.PROVIDE BLIND FLASHING AT ALL ROOF/ ROOT B RAF/WALL INTERSECTIONS ,,µ 6.PROVIDE COPPER STEP 6 GAP FLASHING Southold Town AT ALL MASONRY/ROOF INTERSECTIONS / \ 1.ALL RAKES TO \ Board of Trustees SE 17 U.110. H.ALL OVERHANGS TO BE 12'VNO. O{ \ ATTIC s e/ C,4 IL Q co p 2x5 R ® 6'O.G. 1x8 RR®Ib'O g 12 12 7 I ® lh T� QfA lu L�7 o �I� 0LU nnn� o ^A2xB RR®16°O.G. 2xB RR®Ib°OL. ► q V o 3.0 3.0 4> z.i z �i I p 12 12 U rp� •� I z V � I0 ATTIC I a _ I k):z LEGEND _ W Q W Im JI Z� 2x8 RR®16'OL. \ ^2x8 RR®16°OL. ► o To _ IQ12 12 eS OONBTIUILTm II'•b' J LItL OP WALL,B� W I 1x8 RR 2x0 RR ® "71°�isro'O,a'mslpG�OP S ®16°OL. ®I6'OL I PLDOR BTw.nn.Re m r�8 I U a I rolM:16'F4• � l� Q l4 t30ARD.IBOiH 81OG9 � O B/b•bYPSUM W.V.L UL DdIOlL lti BI4 LINE OF WALL,BELOW Oa -SMOICG OCILGTOR O -cAfoat MONowae veTecroR '� � ^ N o z vN ort e -ubHr rlxTlNG < o E•WBT. Oa -YVNbM O U N Oft G N.NLBx xXxx G•tJfIBT. ® -PAU1P361KD HNl PM6/b P'JI O I dP116 N 1'�5 sC fBRP-CWiWL1BI.Y B1GTf9ICVD \ '➢! BlItK1L1V1 PMGB N * " 1 2.0 �-col+,wlarxY SlrtT�rYxtriu. m � bB-bYf5N fiN.L Qo,VID ao� �t4 77008 M-MCO NtLL LQL t-1 'fV�wl�\• NOTE:ALL HEADERS OVER KWOAS AND DOORS SHALL BE 32x8 V 1/2'PLYM.FLITCH VON. A1 . 2 ROOF PLAN vs•-r-0• I ; Revisions: 12 TYFIGAL EXTERIOR FINISHE5 � E LJ k lr' �5 12 12 , , A BLACK SVil1YLC3 5/4 X 4 FVC FRIEZE BOARD J U L ® 7 2023 TOP OP PLATE COLORWHITE TOP OP MNDOYI/ MOft U710. ❑ ❑ B/4 X H FVO FASCIA Southold arJ of Town ustees COLOR.WHITE BEADED SOFFIT Board of Trusfees COLOR.WHITE R PROVIDE BLIND FLASHING AT ALL m ROOF/ROOF 6 ROOF/WALL -------- ----- Ll INTERSECTIONS OM VINYL SIDING COLOR,WHITE TOP Or]AD PLR_ FETAL ROOF 50 FLR _ COLOR:BLACK TOP OF PLATE TOP OF KN=A/ Z OMR UHO. S/4 X 4 1 DOOR C.I ON CASINO COLOR.WHITE VINYL WINDOWS V/ Ly11 P PER FLANS, S o Q COLOR:BLACK Z O PROVIDE GUTTERS S LEADERS TO ca 0 ._ GRADE AS REO. COLOR:WHITE �-- 5"DECORATIVE COLUMN ' } STOP UB FIR FLR _ _ - - _ - COLOR WHITE ` Z APPROXIMATE GRACE Q1 MASONRY yyy = v' NOTE:ALL SECOND FLOOR WINDOWS AND FIRST STORY WINDOWS WITH A SILL HEISHT OF LESS THAN 24"AFF SHALL HE TO BE SELECTED Z } m EQUIPPED WITH AN OPENING CONTROL DEVICE IN ACCORDANCE WITH NYS RC R312.2 m W � I FRONT ELEVATION o� rx o 0 W = V4•.I'.p• z W a 0 V W � W Q ~ p�N vZ _TOP or PLATE Q t.on a TOP OP vur /_ Q V ° —nooaurc. Q _ �Y= y =�� Ove wa s - Q.Qv ago"wM w o TOP OF 21ID FLR'J.8 FLR LL R _TOP OF PLATE _ W ¢ N N � _TOP OF KNPON DMR UHC. 0 4 - 0 n 1pS$sc N TOP OF IST PLR"JA PLR ��P'POfE'SSW��� A2 . 0 2 RIGHT 511;)E ELEVATION V4•.I'-0• NOTE:SEE FRONT ELEVATION FOR TYPICAL EXTERIOR NOTES 4 FINISHES Revisions: Liz 11 V E rl J U L - 7 2023 TOP 0!'PLAR _TOP OF K=h DOOR UNG. . Sol,lhold Town Board of Trustees acne Y P roP oP 3ro R.R suB PLR TOP OP PATE- a TOP oP N11JrdW/_ Z —cocuxG. 05 � Z Q m o TOP >:OP - Cp 1ST OF SUB FLR `/\� Z L o 2 ? NOTE:ALL SECOND FLOOR WINDOWS AND FIRST STORY WINDOWS WITH A SILL HEIGHT OF LESS THAN 24"AFF SHALL BE Q EQUIPPED WITH AN OPENING CONTROL DEVICE IN ACCORDANCE WITH NYS RC R312.2 al W I LEFT ELEVATION o� C o 0 W = 1/48aI'-0' NOTE:SEE FRONT ELEVATION FOR TYPICAL EXTERIOR NOTES b FINISHES Z W a ri 0 12 I] U _ zlu O 12 Q ,� cn w roP or PLAre W Q 0 roP ar wwow/_ lJl� Iv o O� " _ 12 V f U m> Peaas cane -Y m Q v �'U b o g oN� N z 2 S TOP OP 7ND FLR'JA FLR � IF _TOP W PLATE _ O � � n � _TOP OP MMJOW/_ N Z WOR VNO. 0 P 0 h `pt g s6 TOP OF * y IST PLR as PLR -_ - 77006 ''AOF(5510t1P�' A2 . 1 2 REAR ELEVATION I/4'-1'-0' NOM SEE FRONT ELEVATION FOR TYPICAL EXTERIOR NOTES 9 FINISHES Revisions: 0 RWLINS AS Pat OODE 5/4 X 6 CEDAR DEGKIN6 ON 0 2X JO 5T COUNTER RIPPED TO DECK BELOW O PROVIDE EPDM MEMBRANE 0 ON EACH J015T EDGE �.�� EPDM MEM5RANE OVER INSULATION AS PER 0 3/4'GDX 5HEATHIN6 ON RESGHEGK TYP 2X10 DECK JOIST RIPPED 0 TO 2X8 TYPICAL DUCK BOARD LAP EPoM INrO OMEt CON5TRUGTION: TYPICAL ROOF CON5TRUCTION NYSRC 9oU: 5/4 X 6 CEDAR DECKING ON -2"XI2"RIDGE BEAM 2X J015T RIPPETJ TO -2"x10"ROOF RAFTERS 0 I6"O.G. FROJIDE wrts:s t LE/ .+To DGK BELOW w EPDM MEMBRANE -GALVANIZED HURRICANE CLIPS FROM 6RAs� ON EACH JOIST EDGE 12 12 TOP PLATE TO RAFTER EFDM M7•BRANE ovER T T -I/2"GDX PLYWOOD SHE B/4'COX 5HEATHIN6 ON -IS LB.ROOFING FELT CAULK ALL SEAMS 2x DECK JOIST RIPPED V4'PER -ASPHALT SHINGLES FOOT W/s/a•PLYW00D 5U5DECK -51TUI-US ICE AND WATER BARRIER ATTIC -ALUMINUM DRIP EDGE ALUMINUM FASCIA FLASHING -4. ALUMINUM GUTTER TOP OP R.AIV. -CONTINUOUS VINYL VENTED SOFFIT '— -CONTINUOU5 RIDGE VENT BALCONY DE7A I L t? TOP UYUI. / DOOR UND. �I� SCALE. 9/4'•I'-0' TYPICAL EXTERIOR WALL CONSTRUCTION: I y NYSRG 601) W 3.0 BEDROOM 0I -2x6 WOOD 57LD WALL O 16"O.G. V e _ -2x6 W000 SOLE PLATE -2x6 WOOD DOUBLE TOP PLATE ® o ASS / -I/2"OV X PLYWOOD SHEATHIN6 / -TYVEK BUILDING WRAP.TAPE ALL SEAMS _� / -SIDING PER OWNER ��, f 7 1 / -I/2"GYPSUM WALL BOARD INTERIOR TOP aP 2r FUt / SHMATHING.TAPE,SPACKLE 6 SAND 9E7 Put v TOP OPPLare-- I` —' !1 �� �+• W = m TOP ,. , JUL L Z v Dana 11x0. TYPICAL FLOOR j 7 2023 m BREAKFAST PWD'R CONSTRUCTION:JOST A5 PER PLANS c W o AREA ROOM s/ate'PLYKu D%EATH Its Q� p O p sff" FLAB Southold Town Z3 a Board of Trustees ; o TOP OP IST FLR d 9!B Kc— LU LRW n APPROXIMATE 6RADE z Q 0 BASEMENT SLAB TYPICAL FOUNDATION HALL Q 4'P.G.SLAB W/ CONSTRUCTION: W 6X6-LOXIA 1,34'9 2%6 SILL FLA'IE IN 5/8'PLk OVER WELL COMPACTED AIYA60R BOOS 5PAa®AS FM M AVS CN 501L W/I/2'PERIMZHR 8.71NCK PL.WALLKEYED TO U Z EXPANSION JOINT 20'YUDE%la'DEEP FOOTINS YV(8)g MEARa z to 0 n �V yy'oa 0-Qv N N W V O) O i o ¢ to N � � O N Z 0 ro tip1E ec Y e, � r �a 711 p'�fESS10�p� NOTE:ALL 5ECOND FLOOR WINDONS AND FIRST STORY WINDOWS WITH A SILL HEIGHT OP LE55 THAN 24"AFP SHALL BE EQUIPPED WITH AN OPENING CONTROL DEVICE IN ACCORDANCE WITH NYS RC R312.2 A3 .• 0 1 SECTION A—A Revisions: O DBL TOP PLATES K DBL TOP PLATES—,, PLACE STRUGT.HDR. DSL TOP PLATES DBL TOP PLATES OMPOSITION SHINGLES AS REO'D.PER 2x4 CRIPPLE STUDS(TYR) pXj I/2"PLYWOOD ROOF DEGKIN6 FRAMING PLAN ®NON BEARING WALLS N FR TOP OF WALL (2)2x10 HEADER (2)2x10 HEADER(TYR) (2)2x10 HEADER(7YP) VINYL FASCIA WRAP HORIZ.VINYL SIDING (TYP) I/2"PLYWOOD I/2"PLY ®BEARING WALLS 2X6 ON I/2"PLYWOOD SHEATHING FRAMING PLAN— RE: x 3 I/2"BLOGKIING FLASHING CRIPPLE 2xb t+Drt M O GOR-A-VENT"X5"VENTING YIN!YL LINEAL(FRONT ONLY) (2)2x6 HEADER(TYP) gg ASPHALT SHINGLE RE:FRAMING PLAN PIL4LE(R P 2x10 ONLY w RAFTERS I/2"PLYWOOD SHEATHING ROOF I/2"PLYWD. LOAD BEARIN6 CONDITION 6�-ssa• Q DEGKIN6 PROVIDE SOLID BLOCKING ------HORIZONTAL VINYL SIDING BEHIND LED6ER = 2x RAFTERS 2x6 �- 2x8 LEDGER BOLTED TO HOUSE INTERIOR DOOR HEADERS WINDOW HEADER W/1/2"LA&BOLTS o O.G. STAGGERED INTERIOR DOOR HEADERS WINDOW HEADER I/2"PLYWOOD SHEATHING WOOD 5TUD WALL A TYPICAL 2ND PLR. HEADERS ��GABLE RAKE SIDING [1ROOP/WALL GONEGTION �7't'-P4GAL IST f=LR. HEADERS [! Ji !P 1/2"PLYWOOD WALL SHEATHING ROOF RAFTER f `UC� f ra2T p n+e (�CnV�p�i ER VARIES RE:WINDOW ATT.INSULATION £DOOR HDR ROOF RAFTER OR TRUSS I/2"IF YWD.ROOF DEGKIN6 BATT.INSULATION COMPOSITION SHINGLES SGuthGld TCMUit p P I/2"PLYWD.ROOF DEGKIN6 Board of Trustees eATT INsuvnor+ � � P I/2"PLYWOOD WALL SHEATHING ASPHALT SHINGLES 18 FT HURRICANE CLIP TR EACHE". £WIND BARRIER RAFTER BY"SIMPSON STRONG TIE". �.n ctc..nisT � oa As nma. lu��q I:m rA9LIA � NAILER BETWEEN RAFTERS p0�� LU V M 3/4 BLOCKING &UTTER AS SHOWN ON WINDOW FLANGE GUTTER AS SHOWN ON ELEVATIONS y I—,.WINDOW UNIT DBL TOP ELEVATIONS DBL TOP PLATE 2xb FASCIA W/ALUM.WRAP Y elrwlHnira°N WINDOW FLANGE PLATE 2xb FASCIA W/ALUM.WRAP VENTED VINYL SOFFIT 4£ @ ^ I/2"DRYWALL VENTED VINYL SOFFIT BATT.INSULATION(TYP) CAULK HORIZONTAL VINYL SIDING 6"TO WEATHER m °J"CHANNEL INSULATION o I/2"PLYWOOD SHEATHING U o ; 0 (� W �—HORIZONTAL VINYL SIDING WTO WEATHER O�NLLY'LLS I/2"GYPBD. p !pj� 0 ON 1/2"PLYWOOD SHEATHING HEADER VARIES, ,V�' RE:WINDOW£DOOR HDR co O E TYP. WINDOW F EAVE WINDOW G TYP. EAVE ROOP DETAIL W 6MM6� b rscorY��r� 4J 2.6— ;:E a rs—RD Ttiys D69 GAP SNIN6LE5 ROLL-AP SHI Qdz ASPHALT SNINbLE3 2xlO FLOOR OR AS REO'D GISTS rt>m W I/3'PLYYYD.ROOF DCGKIN6 I-I VA ' Zenn RgT GB 16(SEE D-.'y O O V _ ADO gx3 Roos rwwlNs OR nzlrs .ter OSS ERBs ONLY Mcoxr."a,T �0 NOTE: BNrAu� INSULATION 7R DEGKIN6 TO BE CVT BACK V AS REGb BRIDGE VENT. APPLIG. d -I K FLOOR JOIST DETAILr1J015T 9 EXTERIOR WALL d pROOF_PaTAIL -I ' JOIST PARALLEL TO WALL N � N � Z vr1�1 vYl Y m®1 N �p,`S sc I !D®i 19®1 N 'PI ^� Rran alJmt AS RA TN 3EY G9Cl ElU N V®iMI¢m6T.MNL1L r ®TQ.ICL. AS411. 77006 �. yr rmw aT P,Pp�w�1F�• vmaATml .amr �>c nen.arc xwmc a tion assn naaam wI.mar mm •maeami.vru.� �r •.. ... .• ... . P FOUNDATION D SHEARWALL TO -I 1 H JOIST o EXTERIOR WALL -' DBL. RIM JOIST PARALLEL TO WALL L�JOIST o W EXTERIOR WALL _ ^JOIST PERPENDIGULAREXTERIOR LTO WALL JOIST PARALLEL TO ALL,W/BLOCKING Revisions, -- - ` , JUL 7 2023 E 3 Southold T7 vn 4 Board of,Tru tees LUMBER ENGINEER EERED FLOOR CENTERS Simpson Strong-Tie Simpson Strong-Tie TB USE 10 - 8d NAILS TO INSTALL 8'-0' O.C. MAXIMUM USE (2) 10d Xl 1/2' FASTNERS PER END n� V Z p x, 0 Go tu o Simpson Strong-Tie �f Cn CS16 � Z y a USE 8d NAILS �' rv� ® W Use every other nail hole � 11�11nnn�nnn O Z Simpson Strom Tie In a row to provide the g P 9- code-required ninlnun (L HUS OR LUS OR MIT center-to-center USE 16D NAILS IN EACH HOLE spacing for nails St, Strong-Tie HUS USE 16d NAILS IN EACH HOLE M z VO w a Q OUBLE TOP PLATE ® W z ENDWALL Q—1 Z IN DOUBLE HEADER W z UJ CORNER STUD FULL HEIGHT—, l(1 , o g HOLDDOWN CONNECTED TO STUDACK STU TRANSFER SHEAR 2-CS20 DOL Q T 2-16d COMMON NAILS 6° o.C. WINDOW SILL PLATE PH 0 BOTTOM PLATE 0_ Figure 3.8b Corner Stud HoWdown detail - 4 sutds Figure 3.9a Studs and headers around wall openings. Simpson Strong-Tie Header to Jack Stud Connection N Z HDU-ssns2. INSTALLWASHER N 4QS c�OSC HERE,TYPICAL � N Br STUDS * y r xma olrm<k aar�/ 'O 77006 FLOOR JOIST i.asl arm rwv oma oe>p HS i.aar amM 1 �" oma na>F THREADEDVSSTALL JOIST&RAFTER D - 2 HDU-SSDS2sHERS NOTCHING&BORING UMTSNOTCHING&UBORING UMTS npson Strong-Tie x7s FLOOR TO FLOOR CONNECTIONS Simpson Strong-Tie Top Plate to Stud pC ' ! Cit r(t{� ��i• ` 4� /•�� s��� +i� �v '�°-', {•t It \ ��>*"aS`i y /�...' r �;?! '.� tib., ,.rr� � lr `t^ t� f f�#A". 1��!4t -'� r+ •.t {P d�ti`�i�.lAa. �Ittj. 1 � 'f f' F�' � ,r, r t - r ��*r 1 ♦♦'•t is 1!{'tigC# t � y�.': c ��' r.tl;" ti r yTr`��o' - i' r ` _ _� t� Fi tll l�� 1 .t►t ti'1' 1 .'t ? `� A -.� - �t - _' 1 � 1 e••L Kt•� , y� `` �, rr�t�t '� +��. 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(1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LIPJES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIFICATION'NDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.127.2303 fax. 651.12.1.0144 admin®youngenglneering.com N Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor SITE DATA TEST HOLE ''3 e TOTAL AREA = 36,414 5F SW1=ET AIR VENT GAP MFG BY TUF-TITS FROM FILED MAP 00 / (3' MIN FROM ANY DOOR OR WINDOW) ��o �h tK *ZONING USE DISTRICT =R-40 0.0' / �� 2" TO 5" PVC $� SANDY CLAY / %s �° VERTICAL DATUM =NAVD(1988) 4" PVC a VENT LINE 4" PVG ® Z (OL) 2 STORY _T 2.0090 MIN. 1.00% MIN. / SUBDIVISION"MAP OF VISTA BLUFF"FILED IN THE SUFFOLK COUNTY CLERK'S FRAME HOUSE 50 z Z LOOKING N 5.0 OFFICE ON MARCH 15,1968 AS MAP NO.5060 (5 BEDROOMS) 2 2 CASTINGS TO SAMPLING 4)1 FFEL=60.0 EL=5q.5 r EN GRADE `PORT EL=59.5 LOAM S * DEPTH TO GROUND WATER =>50' zmm ( (SP) Q .•� / / / aPs PRECAST \� o����/ // // `` * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) = 3 TOP SLAB V -- ---- µ:I, 20.0' JO ` * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL CONCRETE SAND&GRAVEL •�-' COLLAR (SW) _ `Q // a f( _ �� PROVIDED I/A OWTS CAPACITY =600 GAL � � � \'' Q FLOW !. •,� . z4.o' P �J� \J� // * LEACHING SYSTEM REQUIRED =300 SFSWA LINE E' �/ 0� CDS / /// \ \ LEACHING SYSTEM PROVIDED =300 SFSWA .._._. .. �" il" IE=55.2 IE=55.1 Q\ �� CONNECT 5" PVC VENT LINE TO VENT HOLE IN OW5T �O -,, 7 `o LOT COVERAGE st OUT AT PROVIDE AGE OF in °� \ \\ \ �' BUILDING 9'-3" N �p1/ / /// / /� // ///� \ \ \\ \ \ \ \ \\ Qj O 0��00� PROPOSED 600 GAL. I/A OWT5 / / \ \ \ C/ OG o �S�2 FRAME HOUSE = 885 S.F. MDL. 2.0 TNT-500 MFG. BY NORWECO / \ /// /// / // // / / \ �+ O /j / / \ \ ,S, �, COVERED PATIO =92 S.F. //r\ \ \ \ \ \ \ \ \ \\ \\ 0 �R`q ! TOTAL =976 S.F. =2.7% o\�-7 o� \ �s�,° o X \ 0 -7 U11//\ \ \ \ \ \\ \ \\ o��y�o HYDRAUL I G PROF I LE / / .F• / / / / / i / /// / / // \ \ \ \ \ \ \ cn � // jss // // / \ \ \ \ \ \ \ \ `�` 1°\ �`� �° 2° HEALTH DEPARTMENT USE BOT=45.1 / // i i \ \ \ \ \ \ \ \ �9Q Pei;R a ni 8' SANITARY LEACHING POOL �`� 300 SFSWA O�� / // // / / / / / /i // / / / / / / /"� \ \ \ \ \ \ \ AUG - 4 2023 o Southold io,.rn �o METER / / / // / /j // / // / / / ///\ \ \ \ \ \ \ \ \ \A \ INCOMING SERVICE - s \ \ \ \ \ DEDICATED �\\ 20 AMP / a BREAKER �s��* tiS i i i i i// / /// j / /j%i i ��°/%// / \ \ \ \so�u� \ \\ \\\ \\ \ \ \ \ \ \ \\ \\ \\ \ \ \ \ 120V, 10 SERVICE VO NOTEC✓ v^ / / / j // / // / / / // / / / / / \ \ \ oqo\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ TO NORWEGO CONTROL PANEL / / / /// �o \ \ \ \ \ \ \ \ \ \ \ \ \ 1.THE OWTS SHALL BE MODEL SINGULAIR 2.0 TNT-500 MANUFACTURED BY NORWECO. �L / / / / / / / / / / / / \ '� \ \ \ \ \ \ \ \ \ \ \ \ y \ MAIN #I2-2 AWG WITH GND IN 3/4 PVC CONDUIT / / / \ \ \ \ \ \ \ SERVICE �/ i i j/ / // / / // / // -- 2. PANEL 2.THE DESIGN ENGINEER,NORWECO REPRESENTATIVE,AND SCDH5 REPRESENTATIVES / / // NORWEGO i i / / / / / / i/ s S• \ 2 SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING SYSTEM. APPROVAL MDL. 5D103 FROM ALL THREE NZIOR TO BACKFILL. / / / / / / / / / / // \ \ \ RECIRCULATION PUMP / / / F s \ 01' DW#2 / / / J� #12-2, #12 GRD IN 3/4" CONDUIT 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OFA /j / %/j ///j //j e°F�� d`/• NORWECO REPRESENTATIVE. % j / // / // // �° .S'/O �p� \ o 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE i / / // /j / / � � � � � \ \ \ ;�> \ \ \ \ \ PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY ✓ / // / / f /�+� \ \ 1 / ;%%\ grlqte-4\7.0\ \ GROUND NORNEGO NORWECO DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF THE I/A OWTS i// / / / \ 4 /;,' \ \ \ CONTROL MDL. 206G REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK j//j j% \ ��(� \�, / , S,�F` un ✓s 48 \ ENGINEER'S CERTIFICATION PANEL AERATOR COUNTY SANITARY CODE. \ // \ �q, O����dy �r o \• \ � o R \ `` /� \ / // a a o "I HEREBY CERTIFY THAT THE WATER SVPPLY(S)AND/OR SEWAGE DISPOSAL 5.ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). / /i \ sR DW#1 / s p ,�'N \ 5 \ SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY ELECTRICAL ONE-LINE DIAGRAM % \ \ // hb ���4c4��� X15 s \ \ ��b \y0- �c1 DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDYZ)FTH�SOIL, \ cy SITE AND GROUNDWATER CONDITIONS,ALL FACILIS,AS PROPOSED` 54- Off' b�\C, CONFORM TO THE SUFFOLK COUNTY DEPARTMENTF HEALTH SERVICES •J, CONSTRUCTION STANDARDS IN EFFECT AS OF S DATE." -56- �\ Q aov6RF / -s8 c0 I s SAO° / a N�O� 5v 10 sG6 \ \ l l l CO (v F� 575/7/ q/VFC �1Q'\\ 0 40 j59.5 8 � 58.5 (n, NOTE:REMOTE VENT REMOTE VENT WITH CARBON EXTENDED AERATION AERATOR MOUNTING CAST-IN-PLACE RECEIVING FLANGE �i g \ ��� \ \ \ �C' /� / HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n ~ `� _ _ _ _ GENERAL NOTES: yi• MUST HAVE A MINIMUM FILTER DEVICE(REQUIRED) CHAMBER CASTING AND COVER ��/� �' \ \ \\ 1 58,5 �, THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DIAMETER OF 2 INCHES A S /, ELECTRICAL BIO-Kr4ETICmSYSTEM LOCKING LUGS � SINGULAIR*AERATOR,ASTESTEDAND \ \ \ \ , .r -`a. DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 AND MUST TERMINATE A CONDUIT SOLVENT WELD - ACCEPTED BY NSF,OPERATING 60 `6 Q nn \ �' T ~ -_-e MINIMUM OF181NCHES MINUTES ON/80 MINUTES OFF. �C v/ 1 \ --, , -I=:-, ��' DRAINAGE CALCULATIONS CONNECTION \ s ABOVE GRADE,1 FOOT `JK' \ T� r',:" a FROM PROPERTY LINES, 0 0 �'i Ky SAMPLE Q� FALL THROUGH PLANT �P y - f VOLUME REQUIRED(ROOF AREA 1) AND AVOID LOCATIONS -PORT FROM INLET INVERT TO OUTLET INVERT \ ^J '` 576 SF x 2/12 x 1.0 =96 CF SURVEYORS CERTIFICATION F NEAR WINDOWS OR IS FOUR INCHES. INLET INVERT IS `:_' PROPOSED pmit AW64W �....:., C', DOORWAYS. TWELVE INCHES BELOWTANKTOP. PROPOSED �a "' VOLUME PROVIDED "I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING BOUNDARY N ALTERNATE INLET - ,i / SA ITARY SYS M USE NEW DW#1: „ _ __ __ _ til ON DEEPER INSTALLATIONS,PRECAST \ WATER , • _:.'-` - : AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR UNDER OUR DIRECTION. LOCATION I I I r Ili il�) I�l i q�l RISERS MUST BE USED TO EXTEND SERVICE ° 8' DIA.x3' DEEP DRYWELL =127 CF v 4'DIAMETER INLET LINE I I I I ----- a• AERATOR AND BIO KINETIC SYSTEM i-"_ I I I o e MOUNTING CASTINGS TO GRADE. d r ( �; ` �+ A A i,, o INSPECTION COVER ON PRETREATMENT �!r Ot VOLUME REQUIRED(ROOF AREA 2) ✓ t t ✓,� $ APPROVED SEALANT OR I y =..4 b \ `I N /•-,.� ' _. G a CHAMBER MUST BE DEVELOPED TO !/ v o� ^ 399 SF x 2/12 x 1.0 =67 CF o SEALING DEVICE - o o WITHIN TWELVE INCHES OF GRADE. I 'ti b t } / _ - p VOLUME PROVIDED PRETREATMENT CHAMBER > > a L( ' - 1 I I 1 = Q _ Cd TANK REINFORCED PER ACI STD-318. N 1 I I I I I MINIMUM COMPRESSION STRENGTH OF �. USE NEW DW#2 ) ' l z '` '1 ✓1\ N REMOVABLE INSPECTION COVER 1 I I I \ I •; ?+ - 4,000 PSI AFTER 28 DAYS. 8' DIA.x3' DEEP DRYWELL = 127 CF r WITH CAST-IN PLACE HANDLE 1 I (5, REMOVABLE COVERS ON RISERS \ Z• 1, ) j ALTERNATE INLET LOCATION u :� � . : _....,., SECURED WITH SPECIALTY FASTENERS \ WMR VOLUME REQUIRED(DRIVEWAY) ��„��, .� ,�- .�•,;•;-a.� � TO PREVENT UNAUTHORIZED ACCESS- PROPOSEDCIF �• \> PROPOSED GASK17ED DISCHARGE I WV 1,147 SF x 2/12 x 0.60 = 115 �\ FLANGE ASSEMBLY f CONTACT THE LOCAL,LICENSED \ r,`.-: ;_ STONEBLEND VOLUME PROVIDED !Lm VIEW SINGULAIR®DISTRIBUTORFOR DRIVEWAY - HOWARD W.YOUNG,N. .S.L.S.N0,45893 `��) 4'DIAMETEREFFLUENTLINE ELECTRICAL REQUIREMENTS. a USE NEW DW#3 A 1,i� SINGULAIRoTANKouT1ETCOUPLINGDANIEL A.WEAVER,N.Y.S.L.S.NO.50771 _ _ \ 8' DIA,x3' DEEP DRYWELL = 127 CF r, SINGULAIRO AERATOR o TO 4'DIAMETER EFFLUENT LINE PROJECT ENGINEER'S APPROVAL 1 \ 62.0-/ BIO KINETIC SYSTEM MOUNTING 1 HEREBY CERTIFY THAT THIS CASTING AND COVER !DRAWING HAS BEEN CHECKED AND IS OQ `s AERATOR MOUNTING CASTING FINAL CLARIFICATION CHAMBER BIC KINETIC®SYSTEM DISCHARGE DETAIL_ APPRITY WITH OT E CONTRACT DOCUMENVED FOR USE IN TS. \ \ GGrO� SURVEY FOR �9 NICHOLAS ALIANO AERATION TEE ACCESS \ CLARIFICATION DATE: _ r CHAMBER RISER PORT(OPTIONAL) BIO-KINETIC AERATION INLET TEE \ \\ SAMPLE SYSTEM ® I NAME: \ L \ r -Ppm CONTRACTOR'S CERTIFICATION: �� L Lot 5 "Map of Vista Bluff' APPROVED SEALANT OR [ME)HEREBY CERTIFY THAT THIS SEALINGDEYICE \ ;;;; DRAWING HAS BEEN CHECKED AND IS _ \ �_ at Cutchogue, Town of Southold APPROVED FOR USE IN CONFORMITY i \ TWITH THE CONTRACT DOCUMENTS. - Suffolk County, New York N ® ;:" , 1 i DATE: (Dwelling with Private Well) BUILDING PERMIT SURVEY NAME: - o CRITICAL DIMENSIONS 1000 83 Ol 11 County P 83 Block 01 Lot 12 GOUn Tax Ma District 1000 Section 2 4'DIAMETER \ MAP PREPARED 60' EFFLUENT LINE I/ 1 _ JUN. 20,2020 eo• / �'I F]e'=3= si V_0" �/ \ (Dwelling with Private Well) CASTING PICK-UP _ ---- --- -- 'Gl 1'-O" T] 1'•O" \ GROOVE,,TYPicA - ,m,, 'H�a-o• ,iU7 5•-6" \ Record of Revisions NOTE:TOTAL WEIGHT 11,000# .` _BIO-KINETIC® �Lu---+ C(]0'•S" Vj 2'•a" \ REVISION DATE HEAVIEST CASTING 6,2000 / SYSTEM C.-3- ,_ T-4" fK r-o"_ [z W-2" V-a" GENERAL AMENDMENTS MAY 1R/.T_Uy 221AVG 30/NOV 08 2022 MIXING FINAL CLARIFICATION �0'-z' LY� / LOT COVERAGE DEC-05 2022 BAR- _ CHAMBER 4•.-6" AMENDED LOT COVERAGE TAN 2023 �w�� BP DATA JUNE 05.20 PRETREATMENT CAST-IN-PLACE AERATION RE_CIRCULATION Ui n0, rr�V 081&g _ A CEHA LINE T CHAMBER CHAMBER TRANSFER PORT PUMP OUTLET T END VIEW ro e� " imm Y 17 2023 imm EXTENDED AERATION PEMING L 20MSYST •- ��o2ort NERAL AMENDMENTS AUG.�- m3 SECTION A A NOTE:TOTAL SYSTEM CAPACITY: 1,300 GALLONS LONG iewm c CHAMBER _ RATED CAPACITY: 5001800 GALLONS PER DAY o __ NTS PC-2-0278 CD LO 20 0 10 20 40 60 I/A OWT5 MDL. 2.0 TNT-500 MFC-7. BY NO"ECO Scale: 1" = 20' JOB NO. 2020-0021 DWG.2020_0021_bp6 1 OF 1