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HomeMy WebLinkAboutTR-9997A Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 � P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 �w BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 20, 2023 Isaac Clay Coffey Isaac-Rae Studio 11575 Main Bayview Road Southold, NY 11971 RE DAVID & ELAYNA KAPLAN 1700 INLET WAY, SOUTHOLD SCTM# 1000-92-1-7 Dear Mr. Coffey: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, October 18, 2023: RESOLVED that the Southold Town Board of Trustees grants the One-Year Extension to Administrative Permit #9997A, as issued on October 20, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, '46t'. Glenn Goldsmith President, Board of Trustees GG:dd ISAAC-RAE STUDIO 11575 MAIN BAYVIEW RD SOUTHOLD NY 11971 September 20, 2021 ATT: DIANE DISALVO SOUTHOLD TRUSTEES SUBJECT: 1700 Inlet Way Administrative Wetlands Permit SCTM 1000-92-01-07 Hello Diane: am writing to request a one year extension on the administrative wetlands permit. The permit expires on 10120 and the client would like to start construction in November. . Please let us know if you need any additional information from us. Thank you Clay Coffey R.A. ISAAC-RAE rear° of i as -ra �.co `u g, o i _rg9_c_s m Phone: 646-275-2447 Phone: 347-276-6093 O tl G ��, � Glenn Goldsmith,President 4 Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly $" " Southold,NY 11971 Elizabeth Peeples �wx°' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 01 . l Completed in field by: Isaac Clay Coffey on behalf of DAVID & ELAYNA KAPLAN requests a One (1) Year Extension to Administrative Permit#9997A, as issued on October 20, 2021. Located: 1700 Inlet Way, Southold. SCTM#: 1000-92-1-7 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Typ o f Application: Wetland Coastal Erosion Amendment tAdministrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were:. G. Goldsmith N, Kru ki E. Sepenoski L. Gillooly Peeples Glenn Goldsmith, President *QF SUUTy Town Hall Annex A. Nicholas Krupski,Vice President ,`O ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams i0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF.THE BOARD OF TRUSTEES 72-HOURSPRIOR'TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, fiat'-bale line/sjlt boom/silt curtain 1 St day'of-construction '/-constructed UVheri=pr"oject complete, call for compliance inspection; Glenn Goldsmith,President 'eif SoUjyO Town Hall Annex A. Nicholas Krupski,Vice President 54375'Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 �y�OUNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9997A Date of Receipt of Application: September 3, 2021 Applicant: David & Elayna Kaplan SCTM#: 1000-92-1-7 Project Location: 1700 Inlet Way, Southold Date of Resolution/Issuance: October 20, 2021 Date of Expiration: October 20, 2023 Reviewed by: Greg Williams, Trustee Project Description: 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. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Isaac Clay-Coffey, received on September 3, 2021, and stamped approved on October 20, 2021. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees SITE PLAN INFORMATION NOTES COUNTY SOUTHOLD BLOCK 1700 - NUMBER OF FLOORS 2 DRAWING ISSUE 174 00•" ZONING R40 NO. DATE ISSUED FOR L 6' ZONING MAP SOUTHOLD 1 �rrwlnooeatvl-nr 2 LANOMARKDESIGNATICN NONE 4 TOWN TRUSTEESJURISDICTION SOUTHOLDTPUSTESS S J LOTA9EA 16p45,18 sqR 8 ALLOWABLE BU'LDNG COVERAGE 3289 aq4 I r•�� �•\ EASTNG BUILDNG COVERAGE 2,915SM 1 f.''P,y5' ``1 \ '•_ti PROPOSED BUILDING COVERAGE 3,284 sq9 FRONTYAROSETaACK 35' G'8 r SIDE SETBACK is, OUTDOOR r �•�`` SHOWER ''+ BACK YARD SETBACK SO' r I.w�. // or, 4� EXISTING BUILDING HEIGHT 28 FfAPPROXIMATELY CONSTRUCTION CLASSIFICATION VB•CONSUSFIBLE 01k, \. OCCUPANCY USE GROUP R AC_-SSOTi'OCCUPANCY USE GROUP N 2°0701•E ! - -/ ' ' 39FRONTYAfib ET BACK o MQ ti 2a_• i/ - ,. / 1" 7 5 V�V \ - - rrJ iI t" _ - /_-,• '-, WINDOW ' �TIIIAP"11=0141 APPRE ONIYIORMu GTmR0111.1. T0N9PCIREm t OAflL LWEll i06ECONSQEDASEITNFSMOAOVECORIN AccamANc2wm+APPucaSLeeODEEI,(61 2 ` 354 / r 2 STORY SINGLE FAMILY / rR N -`RESIDENCE O �ml zSLOPNNathan Taft Corwin GROOF ,O- SURVEYOR _ > DN DN •toa / - ,, / _ - 9�' �� 1566 Main Rd,Jamesport, ISO e �`'` / r t /• - i0 05� NY 11947 Tei __ baa ; ` - / ` - ENTRY CONFIRMG WOOD IN '1• / 11 6�- ' - WOOD ENTRY DE(7C r FROM 35'FRCNTYARD SET / I I 4S-0• � r - BACK fF-P 7 g I SETBACK i �..�/ - i �r - - S E 1 3 202 1 OoQ.' EX497�0 GARAGE BELOW g I r 11575 Main Bayview Road / Southold,NY 11971 r � j �/ // PROPOSED ENTRY DECK EXTENSION IContact,Isaac Clay Coffey S 39' SETBACK _ NYS LIC#039767 _•,AWAYFROM 35 FRONTYARD T 347-276-6693 E CIay0ISaaC-rae COm / PROPOSEDFNTRY CA - -1' �� 20000 / DECK DOES NOT INCREASE TH-e DEGREE OF -�- / NON CONFORMANCEWITH REGARD TO THE REGULATIONS PERTANMGTONCN CONFORMNG BUILDING WffH •a ty+,.��'""l—"'''- CONFORMNG USE TOWNZONWOCOO_280.7122 YARD SETBACKSTING ANDPRO OS DENTRYDECKTO BE 3'S'YD REMAIN 57AWAY FROM 05,MF.-,." �c` ` ��=`f.,,3�, _,,, / Prejec. FROMFRONTYARDSRT HAN PROPOSED ENTRY DECKIS -�'3"R�}I. q�..". - ,; �-i 1700 INLET RD c4 r� MORE CONFORMING THAN EXSTING EXISTING DECK 1700 Inlet WaySouthold,NY 11971 4� APPROVED BY Pmi-0 Nn a ' OF I RUSTEES -TOWN:OF -SOUTHOLD y��REDgR�y \ � - \ "76.2-•90yrC�� 389 /A 1 6v is �` / SFT vv \ DATE o c tuffs- Zo i ZoZ� 039769 ,LO �� F FIN 1 Dam Scale Drawing Titlo SITE PLAN m rl PROPOSED SITE PLAN OrawVgNo 1!B _t ° A- 1 00 .00 NOTES 'I-TECH LIGHTING DRAWING ISSUE EN:TR,A ,3" LEQ No. DATE ISSUED FOR AMU�1'A4C'b&"�W*f it 4��ALLJVA.411 2 I r* "'0 4 Ell vr1r tlo" L-0-d 6 ...... S4 v,i,-dam •1­1.1"':Hao(13'Ell fla,,g •2w 2 -30D 0 0 A A P A 0 ONTKEOAW.ONLY FORVEO� NOICATED �CATION SPEC'Fl ON ShElff al. C OTNsEI MTUM SKOWNAnEROTTO"'I""U"DUMN"'R TO BE CONSOMP)AS REHER SANG:MOVEO OR IN A 3 FF77_1- Consulmnts. SURVEYOR Nathan Taft Conan 1586 Main Rd.Jamesport. 46 NY 11947 I> Tel.6311.727 2090 IZD NV ON E C E w E SEP 3 2021 A.Saftbo Id Town �\ \ f AQ 194 hb 841 Uk E—-J 11575 Main Bayview Road Southold,NY 11971 Contact,Isaac Clay Coffey REFLECTED CEILING PLAN LEGEND i NYS 1.109039767 0 RECESSED DOWNUM4T tjawswrrmT 347-2768093 E claygjsaac_raecom OPENDANTUGHTING _WALL SCONCE "IG 1700 INLET RD IE REFLECTED CEILING PLAN NOTES 1700 Inlet WaySouthold,NY 11971 1.ALL LIGHT FIXTURES TO BE LED Piropm N. IR-02 S.&Sgilmlm DARC, 00- GROUND FLOOR RCP PLAN 97 NES Date. Scale ..TEO Drewma Two GROUND FLOOR RCP PLAN SY q1 DrawiM No. A- 103.00 NOTES DRAWING ISSUE NO. DATE I5511ED FOR '1 Eh,DAEt 9CNTMilD00EflEY1E1! 2 3 4 6 6 Y •300 0 06 DS D3 / �TIIIAIPILICATI NISAWROVEDONLYFORWORX rp�e 1 D3 INDICATED ON THE APPLICARONSPF-CmMI CONSNEET A.I. D6 D3 \\ /i�/ f/f�T� \` OTHER MATTERS SHOWN ME NQTTO BE RELIED UPON.OR TOMCON90EREDASOTKERBg1OMPR0IWORIN / J ACCORDANCE WITH APPLICABLE c00E$ D4 �\ NIS J y D6 ¢•+A�HAIe, 8 y l SURVEYOR D3 V �` �\ Nathan Taft Corwin D1 1586 Main Rd,James art, z . 1� \��,� NY 11947--_ P t \\\ Dt - - •—^C;i�en �-rte.',..—crG'TY� .^A f IIvJ'. I Imo} F3 S E P 3 2021 a \ rd-,,of Trustees ISAAC 1 iltl +, r 11575 Main Bayview Road Southold,NY 11971 REMOVAL LEGEND 08 D6 NYS LIC#039767ay Coffey S DI mBTINO NON ICAD eE1giN0 WAL4WALL iW�9XE9ANDRUMwe TO fi'e REMOVED J_p tiiillll���.%%%/// ' T 347-276-6093 E clay@isaaD-rae com ��(( a mnwD�naocwarDeE nePL.9DEa / I ,,,,,�, 1i w msTworowAxDHwvN ne Tose gEMovEo < G mBTwagTCXENCA9EWORK NDIlt EID;fbVe INCHEN MPIIAYtE9 TO EE DEA'0.1aH-�J I ;�T eS+n�� d� D9 E% TOPWMEtIEETO9EPEM°VEOaVPttYlDh4 Prolm, D2 NIS•--/ � 01CKTOEHUf OFF—WAYALVEPTP�9Eq TD REMAIN I F�\ m9Tw09iDXOT09E RENNeDa11CPEPLAfEO - �' �. 1700 INLET RD 01 PROP09EDOECKDCE9 NOTEMEeED�NTOME RiONi YNa.DNRTXEq THVI m9NlO DECK < I `:, �� 1700 Inlet WaySouthold,NY 11971 g PLAN LEGEND 1 Proiett No. EXISTING WALL TO REMAIN - _ IR-02 —, WALL 706E DEMOLISHED L_ Seat/SiOnature L _� $ NOT IN SGOPE D6 ,�RE,D Alt REMOVAL LEGEND� �C� a pTAY Cp�fT 1!4"—1-0" AGROUND FLOOR DEMOLITION PLAN 1/4 =1 * Cia �� °39781 04 TF OF 176`�,l 0 Dare SmIe �— As wTED Dm..V PUS GROUND FLOOR DEMO PLAN 1� - m Drewug No _ A- 101 .00 NOTES DRAWING ISSUE N0. DA1E ISSUED FOR 1 n,PAzf BgAMtD DOE flENEw 2 3 4 5 6 PROPOSED OJTDOOR SHOWER I NLIGHTOTE R LED SET WTOO RECESSED 11 TILED NICHE O PROPOSED 7 x 7 SPA POOL It PROPOSED SPA DECK 'SAVI NOTF LED • ( L.'' SPA LIGHT Sc( 1 I INTO PECESSED h h TILED NICHE F I'i-(1•ItO:kl , Ir THIS II 1 i ` CHANNEL DRAIN SET - _ /--'-' •" I THIS APPLICATION IS APPROVED ONLY FOR WORK I ' t II, i INDIGTEO ONTHEAPPLIGDON BPECINCATI0N5MEtT.ALL INTO RECESSEDTILED u'' ;H3',10') {3•r10')a� I�; I OMER NATiERSSHOWN ME MOTTO BE AWED UPON,OR NICHE-AQUASTAn (( I T 1' II TOBECONSDERWASEITHERSENOAPPROVEO ORIN 1 OREQUALTONYS 9 ;' „r I r I Iy 7•I j� II ACCORDMCEWRHAPPIUCABLECOOM HYDROTHERAPY JETS �—i�l ✓3 r j' I i1.'a'PTTCHl I II Ccnsul0tnb. ?ERFr)� �, 4 Nathan Taaf PROPOSED SPA STEPSftCorwin SURVE -10) m �r - -) -�3 `) �•'; I; II 1566Main Rd.Jemasport, - �rel'j163,1,72 0 W E �[ �hIP-11')r V EXISTING DECK 6 E P 3 2021 • V-11 1/2' ,'.B' 7'.0• Q Southold Town r1SPAPLANDETAIL ISAAC — RAE E 1/U 11575 Main Bayview Road z Southold,NY 11971 Contact,Isaac Clay Coffey a NYS LIC9039767 ci 3'THICK BLUESTONE DRY COPING W/SANDBLASTED FINISHT.347-276.6093 E clay@Isaac-raecom ' nP ,. FINISH GRADE Y 1.LAYER Projam 6'LAYER OF TOP SOIL J' y :y'f ' YxY,r,,i! R CONTAINER BED CLEAN COMPACTED SAND BACKFILL - ,^yw�.+ sJ�l ,r p}•�,-� H =PER CONTAINER TCH POCL FINISH 1700 INLET RD 'r,®•, 00,. Olii° 3PA FWISH TO MA y y �. ® ..� ' '•''`''"'i - @ 1700 Inlet WaySouthold,NY 11971 REBAR LAYOUT PER CONTRACTOR 'F /.� /^"F,"` _ JANDY HYDROCOOL LED SPA �-'""'�r��r'YQ"✓�''-"^k'M'"Zf' APPROXVTICKS�LT ER FT C REC'c3SED�ILED NICHE - - � -- }�� Alfl 8 WATER SUPPLYLINES ,` ��% �O®^'. -'^ •-•! WMYDRO 7HEPAPVJETS Pro eL NO CHANNEL DRAIN SET INTO TILED ^�`l`:' .`%�. >; IR-02 NICHE-AQUASTAR OR EQUAL =. r/ P�-.:,q'^'- -,aplTa g Seal(Vonatum. (TO NYS POOL CODE) 12-(MN)LAYER OF COMPACTED TRAP ROCK � � ,��• y: n SPA REFERENCE PLAN SPA DETAIL CROSS SECTION 25 �g Z Date- Scale As.cTEn Dra..V Title- SPA ltlaSPA DETAILS -Sq1 59 m Drawing No. °� A- 1048.00 NOTES OTES C8 51,17uand hurricane Ties Column FasoIMF" CM ....... Properly Installed Ledgers. Faster. DRAWING ISSUE No. D ISSUED FOR 0 High Strength and Easy r g---i ..s.r ouri�quioo. y"t Installa ton For Ledger Fastoning AppIrcabons 41T 4 pv W- 60" V ED ED E 5 D ED 6 I�T�,:Z W 2 2xl 2 x1ED 2 n G2 1 Z=M% �Z IZ:1 axe t oc ----------- 1IVSAPL1CABONISAPPP04D�CjF'RW'W O"Ly INOIQ&TEDON�EAPPLJCATION FICATIONSKEET ALL P-4aN c. J, On�MMTTERSSHOWNARENOTTDOEnELJEOUPOKOR TOWCONSDER0AEffHSI6Ef4GAPPROMORIN ACCORDANCE%WM AMICABLE CODES. C"Autrarits, SURVEYOR Nathan Taft Corwin 7 1586 Main Rd,JarneSpOrt, 1,27r CrOTI" CCIECCIECCU MI-21LU/t, C= STRUCTURAL CONNECTIONS SCHEDULE ij, D F_-- W E Standard Face-Mount JOW Hangers Column Caps SIZE MODEL I Mark I QTY.I IMANUFACTURERI I COMMENTS it Typ 01 4 6X6 TBD TIMBER COLUMNS SEP 2021 Bi 7 2(2x12) TBD TIMBER BEAMS Ll 3 2(2x12) TBD TIMBER ffO ER BOARDS 11 11 '1 I. f JI 9 2x 8 795— TIMBER JOISTS I il L C2 4 6x6 SIMPSON CB6 COLUMN TO FOOTING LV STRONG TIE CO. CONNECTION INC Southold Town 1 612 1 1 tees C3 4 ru,s 6" SIMPSON CC46 COLUMN TO BEAM CONNECTION; STRONG TIE CO. OC46 COLUMN CAPS WITH AN ?RY INC HWP STRAP TO ANCHOR THE (2)2X12 BEAMS IN THE OTHER a2 ISAAC - RAE f 11575 Main Bayinew Road DIRECTION. Southold,NY 11971 J2 V.I.F 14 518"x 1 SIMPSON H3 JOIST TO BEAM,CONNECTION; 9/16" STRONG TIE CO JOIST TO BEAM CONNECTION; it Contact,Isaac Clay Coffey INC THE H3 SINGLE-SIDED .14 .41 NYS LIC#039767 HURRICANETIE -27"093 E clay@isaac-raecom B2 VLF SIMPSON LUC BEAM TO LEDGER BOARD If 1117 .1 t T 347 STRONG TIE CO. CONNECTION;WC Concealed INC Flange Light Face-Mount Joist Hanger FOR 2 x 12 LUMBAR -- --- I F - 1{ 2Xj2I'l 81 V.I.F SIMPSON SDWH LEDGER BOARD TO BE SCREWEDP DOC .. U— -Lt----- LI _' Z L STRONG TIE CO. TO THE HOUSE FRAMING USING INC SIMPSON TIMBER SCREWS; 1700 INLET RD ...... SDWH screw SDWS2240OD8 r7 _ 1700 Inlet WaySouthold,NY 11971 Propm No s..v sillinab.. ------------------- ------------ ------------------------ ----- ------------- ------ -------------------- -A Data Scale As raTan Dmwirg TNe STRUCTURAL FRAMING PLAN ll DECK STRUCTURAL FRAMING PLAN Dra—g No A- 105.00 NOTES 3'-812' 3'-912" DRAWINQISSUE 3'•g' 9'•912" A'•1012• 9'•412_ W-2 12• NO DA E _ISSUED FOR ,(--^^--�- 1 CT/+nA2+ '9gfrFULODOERENEw 2 3 4 IE5 1 \ y / \ L=J a � � Z TYPE A —6 6 TYFE C TRED TREE ttPB F m- S ® —^ THIS APPLICATION LS APPROVED ONLY FOR WORN INDICATED ONTHEAPPUCATION SPEOIFICRTIONSNEET ALL OTHER MATTERS6HOWN ARE NQT70 BE RW ED UPON.OR �n TO BE CONSIDFAEDAS ERNEF!"G APPRDVED CR IN C ACCORDANCE WIM APRECABL9 COM �OWL 0 LEGENDLEGEND 1/2"=1'-0"=1'_O consumer ty ,. 6 SURVEYOR Nathan Taft Corm47 _ t I 17 090 E 1J E A B4wrvmWsn¢w.e NIIM iA4+,tYADTRE WRR YnOM MtlM n`7'�p lJ>E C46tliRTON WPATION � ['— C , WlmeltaN*c—D'I`sio I1— YxfA04- Elle G53@Il+rA� FCBD TYPE COUNT 3'I I ....RP,we«octAuu 6 >➢+a r^Yr E%0 ucw6xB+w� FRFO —A arP w�mxDr.em4+n6Mu�E D 9]�T Y]s3' E%D CAEEI.FM]YROE W�MOtYYR M6LORtl P-1 (/� !/�TDODReDTAL1 Wmm"LleenrtYe+NEl+s. E ]B YAYB F%O VSDMEMawIOE WPDOM➢ROMfitiDlNp SEP 3 2021 J YtNh'+CmimrtManciEhw F Y p Y i19' E%0 tl9DYEMBWro¢ WPDD�N9RDM6YDW] O 1 Y!CmeeYNaANEEm D B IY Y]lx• m GE—TEIVDE WxLtYWx POM6Jp11D F — Southold Town DOORIWINDOW SCHEDULE NOTES Boald Boardof Trustees t .LLt6%2RIOR PENEETwTx:ue TO H61reTNE iOuotmND RaJ6W ATU1Mae1 DT RDCDFD A UYAl11A A] �DNRA row ro �DE6E�P PBR�A6�x�Ww�w6DDDODn6 ISAAC — RAE NNIR,1C10RTOPRCV¢E+^SRPNMIEDwNOGr PRpTECT�ISTMFAN111EPIXwff�V�Ni HnflRDYlE CV1ifAN1 DOOR DDORB T DR WPLYNCOD A9PER NVaTATfi CODE A 11575 Main Bayview Road D%eeaT —ATOFTHM�TOTHE nCf6E6PORAL iv�TOWE ©6YCOCMRnEaokciMFRVA Southold.NY 11971 6 -N.APPYRMTODRik IP DON19 MIDIVAYDOW6AF£TO NATGNE%IETNO CETM9M10 EwERNx HARWlPAE Contact,Isaac Clay Coffey a � NYS LIC#039767 T 347-276-6093 E clayQlsaec-rae com �DOORSCHEDULE ProlaeL 1700 INLET FID 1700 Inlet WaySouthold,NY 11971 Pro1eCt No IR-02 saw 5gnalum. �RQD ARL, �jqr °39761 �0 F OF NES a Daze scale .—o Dra-V Tfflw DOOR AND WINDOW SCHEDULE to SV DramM No A-500 -00 1700 INLET WAY NOTES DRAWING ISSUE 1700 INLET WAY SOUTHOLD NY 11971 PROPOSED SCOPE OF WORK FINISH NO. DATE ISSUED FOR INTERIOR ALTERATIONS AND INCLUDE CHANGE9T0•KITCHEN,DECKAND 9P0.SIDINGAND WINDOWS, S1iET9 SHEET NAME ISSUE DATE 1 __. eolnNxOmar�•nEw rOEAYM cult' WAua ^••• noao eamlx2m TAX MAP NO: 1000-92-01-07 ELEOTRICAL OFWUREBANpLOCATON emro W Y o W 2 SCOPE ETWORKNOTPROPOSEDINTHISFILING: naONOureR ea wa nz eat eat eel aD1 Fa -001 TITLE SHEET 07/16/2021 3 NO CHANGE TO BEDROOM COUNT,HVAC AND INSULATIONTMIn AND4TORADt o-5 w x W x Ws W 2 0.1 eel Pal 931 F 2 A-100.00 SITE PLAN 07/16/2021 4 FEMA NOTE xAu Da Wa W2 W2 W2 °3+ 331 °91 1 ea 1 72 A-101.00 GROUND FLOOR DEMO PLAN 07/162021' B ZONING INFORMATION TTHEPROMYISNOTOT N7HESPECIAL FLOOD I-AZARDAREANOCHANGESAREBEWGMADE TOTHE .aumRmrl w wa W, Wa Wa _ - F2FLOODq•102.00 GROUND FLOOR PROPOSED PLAN 07/16/2021 B WCIUNCALRMN Ca .2 W2 Wa W2 to aa, e&1 /a1 F2 COUNTY SOUTHHOLD ENERGY CODE STATEMENT OF COMPLIANCE aELIMnMypIFdEA Ca _W_2__W2_ wa W2 131 eel col 331 F2 A-103.00 GROUND FLOOR RCP PLAN 07/1812021 BLOCK1700 TO THE BEST OF MY KNOWLEDGE,BELIEVE AND PROFESSIONAL JUDGMENTTHEPROPOSED BUILDNGIS °t°1BT01'"°+ ca wt ErI WI wl it-1 -1 MI 011 F1 A-104.00 SPA DETAILS 07/162021 W COMPLIANCE WITH THE 2010 ENERGY CODE GCMCHECK ENERGYANALYSIS ISALSO PROVIDED NTH19 � rnmR3naw 3uRNcrosw a Ws Wx W2 Wa 1a1 Bal 0 1 a°1 F1 A-10500 STRUCTURAL FRAMING PLAN 06/0321 NUMBER OF FLOORS 2 SUBMISSION Haan o-1 W+ wl wl WI n1 23.1 Bal e21 FI A-500.00 DOOR AND WINDOW SCHEDULE 07/162021 GENERAL CONDMONS OF THE CONTRACT FOR CONSTRUCTION ' "'°^ to W I W I w+ W I F 1 ZONING .0) urrrxan ca w l w 1 w 1 W I r+ ZONING MAP SOUTHOLD WILL COMPLY ViITLLS, THE 2015 G CODE AND N 2MEN 7 SUPPL MTAL REQUIREMENTS,AND THE BEST TRADE PRACTICES FINISH 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE y1�3 LANDMARK DESGNATION NONE SUBMITTING HS PROPOSAL SO AS 70 FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS WORK THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILLAFFECT ITSCMCW BGWD FNlRW/1Ca4T LMW9nMmPE PE¢.v.rnnmAT NTEYPRNERp+n aCaOAm PEfW.M1M A9 AUIM 1NTn!fDIeMIATEY FAINT TOWNTRUSTEESJURISDICTI N SOUn10LOTRlISTESS EXECUTION NO ALLOWANCE SHALL BE MADE FOR ANY EXTRAAND/OR MATERIALS REQUIRED OR FOR w,. �-ua"ur"Aur2 REEsruA 0n30ean3,FNw rill c TZWmEReULW M ZEPOWATF W9DPl tR B2 COATIS ZRa3ERPIR ,WW,rtA A DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE THE ws o-vEJ"i,,xa°u5"eri,PwieAn ill KG.PrME LOTAREA 19,44510 WET CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORKAT THE SITE VERIFYALL e,TONEVEtED, CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS 70 THE we lcusrWPuczmAGrETEWA.L ALLOWABLE BUILDING COVERAGE 3msgh ARCHITECT 3.THE CONTRACTOR SR41NOT COMMENCE WORK UNRLA KICKOFF MEETING HAS BEEN HELDATTHE W'3 rPDwoEAmAJf0ec0RPPf11WEIANWATE REETiAWPARmif21 EXISTING BUILDING COVERAGE 2,915 SCh PROJECT SITE WITH THE OWNER AND ARCHITECT THE ONeT¢KB PROPOSED BUILDING COVERAGE 3,204 SqL P URPOSE OF THIS MEETING G TO REVIEW THE BANNED WORK AND TO ENSURE THAT THE WORK VS E9+ rxaooeAEf Rva„w�Iro3TEENuvNwoRE rcauRR4t wET UTEY.RnwNnga:caraeENualwNdaREAMM KATrEFoxs„uTExrAertpm DONE N ACCORDANCE WITH THE APPROVED PLANS afaHo FRCNTYARD SETBACK 35' &BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF cl m.OlyW mA¢DF wwrl WrBEwuwlamRE RSdx FwnoTAT UTEYPRnEP ia+e)aaDDxREENNen„umr6 AUR.tuaTrcrW,sRurExPAart INSURANCE WITH THE DEPARTMENT OF BULDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAYALL FEES rn.VW»rF mJ. ++ SIDESETBACK 15 REQUIRED BY GOVERNING NEW YORK CITY AGENCIES ea aYN0MN1iA A'cc-dVrrr'WmA¢0iN'rMP410GT2W68EP e,e.R EY2ZBWWATER&WEDPFWDi IYDMmZWa3ERPERI4 W„Ir8„dLOL S.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS THE MaePOOPaPi1BIT•��W'nE OJi•E'0O1r BACKYARDSETBACK Sly CONTRACTOR IS ADVISED THAT HIS WORK WJ.BE STOPPED IFATANY POINT IT HAS BEEN DETERMINED w cw•»BETTER GenARwEslfRr.r3cfDAPevA a° O THAT71HE WOW HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT rEmR lrrea 1105 APPUtATIDN is APRroyEMONLY FOR WORK 6a EXISTING BUILD'NG HEIGHT 2917TAPPROXIMATEILY B.THE CONTRACTOR SHALL PROVIDEALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY In•� MMATEDONn2AwuuTIONEPExIRw1ON5KExT ALL PI DR Y10'iba RDT9AWN1MIa CAAYJIYANREGLFlwoa aGadEIiEDJDURa W/RADDNIf„DTR9'Y`t3ROTPmBf FFr CONSTRUCTION N I✓ONDUITS SHAECESSARYTO SAFEGUARD PER SONS AND PROPRIC EDTOLL MACHINERY TOOLS, DTNEn ONSIO 59MWrTIMESMOA9ROMUPON,oq PJ CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE SERVICE LINES AND CONDUITS SHALLBE GUARDED,SHIELDED OR BARRICADEDTO PROVIDE9AFETV F2 Owoa READyrDAmEPTn1E TO6ECON9DEAFDAS E17HE7t BE710 APPROY'EDGRIN ANO TO PREVENT CONTACT WITH PUBLICenn ACCORDANT WITH APpUr•R,R OpOEq OCCUPANCY USE GROUP R 7,THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRR °f YOF ADJONING WALLS,GROUNDS AND wxTEeOACYwAnAPcnxoENr3N ACCESSORY OCCUPANCY USE GROUP FROM INJURY 0.CPCONTRACTOR SHALL DETERMIROTECT THE NE ELOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON MIDrIFINISH SCHEDULE p I ADJACENTTDSITE 11/2'=1'-0' T 2.THE CONTRACTOR SHALL R--EPAIRAT HIS OWN COSTALL EOSTNAL.OR EQUIPMFNT DAMAGED MATERIAL n $ ASA RESULT 0FCONSTRUCTION FOR THIS WORK I I ID.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT SURVEYOR T_ ALLTIMESAND FOR THE REMOVAL OF ALLCONSTRUCTION DEBRIS FROM THE SITE PRIORTO FINAL COMPLETION Nathan Taft Conran _ 1I.MWOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION /� Generated by REScheck-Web Software 156henTa Corwin OFANY PART OFTHE WORK SHALL DEWCLUDEOA91FTHEYWEREINDICATEDINTHEDRAWINGS -1.14 12 THE CONTRACTOR SHALLDOORDINATEALLWORKPROCEDURESWITHREQUIREMENTSOFLOCAL Compliance Certificate 11I�IIBL0.19�V�i17T'�z7P0 AUTHORITIES �L Ll 1J �1 '• f' j M THE CONTRACTOR SHALLB SED CONSTRUCTION A E PROTECTION ACTORS ALLDE S AND MATERIALS WITHINTHE PROPOSED CONSTRUCTCN AREA THE CONTRACTOR SHALL DESIGN AND INSTALLADEOUATESfNORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE CONTRACTOR SHALLHAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED OYCR F - f DURING THE EXECUTION OF THE WORK Project 1700 Inlet Way _ » ...,or �'•”"""' .� MTHE CONTRACTOR SHALLLAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED I I1�•»,a. � FOR OTHER TRADES(9PRNIOER,MECHANICAL,PLUMBING,ELECTRICAL,ETC) E�er9ytbde 70O91ECC i H N 1ASPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS Loloo'- Southold,New York ;2021 consNndlcn tAccP 3 I GENSEDW THEIRTRADES,WHO SHAD gRF ANGE FORAND OBTAIN INSPECTON9 AND REQUIRED SIGN•OFFS Bgect tree All—tlen- DICAT ORAWIN DALL E ORKTHAT Y IRED TO OMP ET19.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIREDTO PERFORM ALLOF cnn,ta 7055 4 15572 NOD) THE WORK N ED ON THE GS,AN OTH RW MA BE R"e0U C L ETHi J013 17001NLETWAV MALLP17.ALL RPING AND WIRING SHALL BE flEMOVED TO A POINT OF CONCEALMENT ANO SHALL BE PROPERLY CAP PEED OR PLUGGED COAST ICOR Ste OWner/ASent Dea17n?riConlractor; �'E }{'�'1 1ATHE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINMUM OF ONE(1)YEAR FROM THE DATE 1700Ine1 w,ri RHINO CDNry Sou",o;APNOTTOSCALE OFACCEPTANCEBYTHEOWNERAGANSTALLDEFECTSIN S-.Urv119!1 raacPa. Board ofd MATERIALAND/ORWORIMANSHIP THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE ix STs Meu,3.,Ib Rwd CONTRACTOR TO THE OWNER Sm`t"oR r+T 11973 TEL THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF 134n? 093 ISAAC - RAE E SKU_QUALTTYAND COMPLETENESS. daYD'IsaaE Tae rom ur SCOPE OF WORK: 20LTHE CONTRACTOR,UPON COMPLETION OF THE WORK SHALLARRANGE FOR DEPARTMENTOF 11575 Main B EXTERIOR ALTERATIONS TO INCLUDE THE FOLLOWING BUILDINGS INSPECTIONS AND SIGNUFF S AS REQUIRED ayinew Road 21.NO WORKSHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 990 A M AND 590 P M MCNDAY Southold,NY 11971 1 REPLACE ALL EXTERIOR CEDAR SIDING W KIND THROUGHOUT BUILDING THROUGH NDHOUDAYAYS EXCEPTASO WORK THAISE T CANREED OUC,NO UNUSUAORK ALLBE DONEON:GHTBE YS, mc'va e'w�3., „Kr. wcn..1..,.u,.,•,,,,-)r-..,r,,,..,, am SUNDAYS AND HGIDAY9,AND NO WORK THAI CJW PRODUCE UNUSUALNOISES THATMIGHT BE e..¢rv„v.r,An Contact;Isaac Clay Coffey 2 PROPOSED NEW WINDOWS DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10.00 AM NYS LIC#039767 3 PROPOSED GROUND FLOOR DECKOF 390 SQ FT 22 THE CONTRACTOR AND ALL SUE-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS S 4 PROPOSED�A 7x7FEET OUTLINED IN THE ALTERATIONAGREEMENT r 5 PROPOSED OUTDOOR SF40WEgOF37EDF7 23.THE USE OF POWER TOOCLSSUCH ASPNELIMATCJACKHAMMERSSHALL BEPROHIBITED Envelope Assemblies T 347-276-6093 E clay ,seat-raecom ?A PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAN PLUMBING,HEATING AND INTERCOM INTERIOR ALTERATIONS TO NC WDETHE FOLLOWING LINES, 1 REMOVAL OF EXISTING NON LOAD BEARING INTERIOR WALLS SITE PROTECTION PLAN: 2. REMOVALOFEXISTINGPLLIMBINGFIXNRES Ce1W9 3 REMOVALOFINTERIOR DOORS IEGRESS.ATALLTIMES IN TIE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE Faem/ean f•IN 1.oV Act..paad _ PrO}act 3 4 NEW PROPOSED INTEROR EGRESS ASR.ALLNEQUIRED ESSARY NEW YORK STATE,AWSANDCONT HOLD OLS,INOWNNGTHO AND THOSE UNN Wll12 —Alt-1TrAD,< co"tA, - - - - - 1700 INLET RD c 5 NEW PPOPOSED PWMB'NG FOOURES AND IN EXISTING AND NEW LOCATIONS 2.FWE SAFETY.ALL NECESSARYLAWSANDGONTROIS,INCLUDING TFIOSE WITHRESPECT TO OCCUPIED He•Ara1u Pravd,9 rn.Iry rwt e.Pns^d a NEIN PROPOSED ELECTRICAL FUTURES AND LOCATIONS DWELLINGS,AS WELL ASADDITICNAL SAFETY MEASURES NECESSITATED Ere THE CONSTRUCTION SHALL w.d 2 naw memo.ld•0... - - - - - 7 NEW PROPOSED SUDIN3 DOORS IN GROUND AND SECOND FLOOR LOCATIONS BE STRICTLYCOSERVEO Ex-MoA H"'A3(a.Ityct0pr.¢d 1700 Inlet WaySOuthold,NY 11971 {� 9 ADDITION OF NEW DECKAND SPA ON GROUND FLOOR 3 HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF W.n3 Waeer..ma,iv - - - - - 6 9 ADDITION OF NEW WINDOWS THROUGHOUT BUILDING DUST,DISPOSAL OF CONSTRUCTION DEEIRS,PES TCONTROL AND MAINTENANCE OF SANITARY Ee¢mpnol lrxm�caslry Act"Aolod FACILITES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED W.4 a vraw Tram..LC o c _ 31 THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW E.-FdaA rraAPr9 ca,+cy Hat¢.poled -- P,*.t N. BCOFE OFWOFiK NOT PROPOSm MTxIH FIUNo: RELATING TO LEAD AND ASBESTOS.AND SUCH STATEMENT SHALL DESCRIBE WITH PARnCULARITY WHAT Dot'.solid Door funder e0w 9bxm91 77 0457 70 IR-02 1 NO CHANGETO HABITABLE FLDCR 9Q FOOTAGE MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE Oavx cwn D9o•Hamr so+. SaaU Sgnmue 4 COMPLIANCE WITH HOUSING STANDARDS THE REQUIREMENTS OF THE NEWYORKCITYHOUSNG 9'•x,.091 ILS 0730 11 MAINTENANCE CODE.AND.WHERE APPLICABLE,THE NEW YORK STATE MULTI PLE DWELLING LAW SHALL ynn 1Wood 11— 79 Ono u BEST RICTLY OBSERVED - - 5STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALLBE DONE THATMAY ENDANGER THE SITE OR neer Oil. - - CONTRACTED WORKERS tell—,N^W 011r,Act c.p°vd ASSOCIATED FILINGS BNOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK N WHICH SOLrtHOLD TOWN OF TRUSTEES CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT QED qR FEDERAL HOLIDAYS I'MAINTAlNNG ESSENTIAL SERVICER.WHERE HEAT.HOTWATER,COLD WATER,GAS,ELECTRICITY,OR \5 GVLY OTHER UTILITYSERVICESARc PROVIDED IN SUCiBUILDNG OR NAVY DWELLING UNITLOCATEP LLAT O O•X,0 FO THEREIN,THE SITE ANC CONSTRUCTIONPROTECTION PLAN SHALL SPECIFY THE MEANSAND METHODS S TO BE USED FOR MANTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE RPaNVJ. REQUIREME:NT90F SOUTICLD TOWN B SUFFOLK COUNTY IF A DISRUPTION OF ANY SUCH SERVICE I3 1 vaP"^'�' -IssE0000s0AP4xI * "`° ANTICIPATEDDU"NGTHE WORK THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF pra,ect Title 7700 wE2 Way SUCHDISRUPRON AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, Aepondale• COMM N � INCLUDING THE PROVISION OF SUFFICIENTALTERNATWES FOR SUCH SERVICE DURING SUCH Data Nenalne Page l O1'7 1 awrn,WW¢ rt' 039701 0� y CISRUPTICN I - DETAat04r0P Qi -iycw�rowEcwaaxF TF OF 14 335 'AFF AM FINISHED FLOOR CL CLOSET EL ELEVATION a0 BY OTHERSIOWNER IAM. LAMINATE NIC. NOT IN CONTRACT RA RETURIAIR TEL TELEPHONE AP ACCESS PANEL COL COUAN DEA EMERGENCY tL GLASS LV. LOW VOLTACE NO NUMBER REV REVISF/REMSON TBD TO BE GETS "ED �- ACOUS. ACOUSTICAL CONIC CONCREIE EQ, EQUAL CRL GiLLE KATL MATERIAL OC O.NLLNTER RO ROUGH OPENNG TYP Tech. r ADl ADJACENT CONST COMMUCTON EQPT EQUPMJNT Cil. GROUND FAULT INTER. MAX MAXLMUM OPNG OPENING SUED SCHMW U.0N UNLESS t.._ DnAEna.0lrAUEcPt++sYw Oon„Mrm Da1D &08A2 AIR COMDITIONAG CENT [OVRNUUIS DOST EYISTE,G ONO GYPSUM WALLBOARD REM MEDLVBCAL CPN OPPOSITEIMOSRE R.L'ID SLR SECTION OTRERiZE A4 mtm a AL. ALLMIN•J4 UR_ DETAIL FAIL METAL PID, PANTED SHT. SHEET NOTED y O � APPIOX APPROMATE OR DIVERSION EXT EXTERIOR HNDRL HARDWOOIvi"D raTL Titles tVN R%ISH WA HARDWOOD MY. MISCELLANEOUS P. PLASTERY SBH SIMILAR t'1 F. YBUFTN FIELD V- +EvrcPGum+ oilers A¢ors TITLE SHEET ARM ARCHITECTURAL OR DOOR FW.FL RNIgH R.00R HVAC HEATING,1'fM 642 O95C. M6CELLANEOUS P. PLASTER SC SONO CORE VTrVCT _________u4POE..wc BUXG BLOCKING DBI. OUBLL FPRF. FIREPROOF HM HOLLOW METAL MLOG. MOLD'W PLwD,PLT PLYWOOD SQJ7, SQUASE FOOT VINYL -1 xru lDO•-- COG. CELING ON DOAN HID MOUNTED POS. IDM OF SERVICE COMPOSITION TRE -aaAcrs ra'ean DWG DRAWING SC FLOOR SING HORa. HORIZONTAL yLL MUWON QT SSTL STALIIFSS STEEL V, WITH _ CK OILING HEIGHT R FLOOR LN INCHES QUANTITY STD. STANDARD ❑, - w.uTwY Oa _uoPYT„AaP Drit-V No CL CENTERLINE EA EACH FUCK FLUORESCENT VLSU- INSUATIM NOM. NOMINAL REC RECESSED SRL. STEEL WN t'MOD CT CERAMIC TOL ELEG EILCTRICJFtECTRKAI FT F00T/FEET J.& JUNCTION!BOX NA NOTRPPLIUBLE READ REQUIRED STOA. STORAGE � 1N000 T-001 .00 SYMBOL LEGEND NOTES DRAWING ISSUE GENERAL NOTES : NO. DATE .. FOR NAILING SCHEDULE PLAN CONTENTS NEW YORK STATE 2020 INTERNATIONAL BUILDING CODE 2 scutwtD DOEPenEw 2 DESIGN CRITERIA 2015 NTEPNATONAL BOLDING CODE20173UPPLEMENT CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF OCCUPANCY CLASSIFICATION R SEE OCCUPANT LOAD CALCULATIONSN A101 0 AND A102.00 a 1).RIDGE-TO-RAFTER BUILDING WINERY AND STORAGE FACILITY B 1 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 1.114'x 20 gauge etre shall be attached to each air of rafters N accordance to table JOINT DESCRIPTION NAL NAL NOTES B'•0" 6 9 9 P P QTY SPACING BUILDING HEIGHT WORK AND CONSTRUCTION MEET THE REQUIREMENTS OF THE 2D20 When a collar tie Is used in leu of a ridge strap,the number of 1 O common nails RAFTER TO e•WALL 3 etl 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 ERPLATE &WALL 8d PEACH TOE-NAL TOTAL SQ.FT.OF CONSTRUCTION 1000 SO.FT DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT 2,RAFTER-TO-WALL CEILING JOIST e'WALL 3-ed EACH 2 DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS(DO t TOTOP PLATE O'WALL48d JOIST roE•NAL NOT SCALE DRAWINGS) aleml freming and shear wall connections for rafter,ceiling or truss to top plate shall be DESIGN CRITERIA 2020 INTERNATIONAL BUILDING 3 REFER TO THE W INDOW AND DOOR SCHEDULE FOR EXTERIOR accordance to table 3 3 When a rafter or truss do not fall in line with studs lour, CELNO JO5TT0 A9 PER TABLE 117 EACH FACE or trusses shall be attached to the wall to plate and the wall top late shell be attached PARALLEL RAFTER WFCM• LAP NAL. FRAMING ELEMENTS AS PER FLOOR PLANS ROSS SECTION AND GENERAL NOTES OPENINGS the to the wall stud with uplift connections Roots overhanging the rake side of the CELNGJOISTLAPS AS PER TABLE 37 EACH FACE 4 REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING PLANS shall be connected with uplift connections In accordance with table OVER PARTITION WFCM• LAP NAL 5 REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS d INCLUDING SLAB AND FINISH FLOOR ELEVATIONS 3)WALL-TO-WALL COLLARTTE AS PER TABLE 34 EACH FACE SLAB ABOVE STAGING 100 8 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT Well studs above and studs below a floor level shall be attached with uplift connections TO RAFTER WFCM• END NAL DESIGN LOAD CALCULATIONS DURING CONSTRUCTION accordance with table 3 3b.When wall studs above do not fall in line with studs below, BLOCKINGEACH TOE (LIVE LOADS PSF) BARN FLOOR 125 studs shall be ettedled to a common member In the Boorassemblywtth uplift connectors To RAFTER 2-� END NAL 2015 INTERNATIONAL ROOF (GROUND SNOW LOAD) ASCE FIG.7-1 20 accordance with table 3 3 BUILDING CODE/2017 FOUNDATION NOTES: RM EACH END ROOF(LIVE LOAD) ASCE FIG.7-1 20 4).WALLASSEMBLYTO TO RAFTER 2.18d END NAL SUPPLEMENT STAIRS 40 1 THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, First wall studs shall be connected to the foundation,all]plate,or bottom plate with GAURDRAILS(ANY DIRECTION) 200 ELEVATIONS,DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS connectors Steel straps shell have a minimum embedment of 7 Inches In OF FINISHED FLOORS ABOVE GRADE foundation and slab-on-grade,15 Inches N masonry block foundations,or lapped under JOINT DESCRIPTION UAL QTY SPACING NOTES EXPO URE C TAG RY (DESIONED FORCAT.C) 2. GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY the plate and neted in accordance with table 3 3b When steel straps are lapped under the bottom plate,3 Inch square washes shag be used with the anchor bolts Anchor TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DATUMS AND FINISHED FLOOR ELEVATIONS 2.184 3 DRAINAGE AS REQUIRED BY HALL MEET THE REQUIREMENTS OF THE spacin,Is, $to be spaced and sized In accordance to table 3 2a In addition to TOP PLATE POO SEE Nare t (ROOF-F UND I DETAILPGENERAL N E Or anchor bohs are to be spaced between 6-12 inches from the end o1 a sill plate and ail TOP PLATES JOINTS FACE TensAwucAn°N IAPPnovmONLY FORwoax Or 20151NTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK 4.16d NAILING SCHEDULE SEE GENERAL NOTE PAGE DEPARTMENT OF STATE 2077 UNIFORM CODE SUPPLEMENT INTERSECTIONS EA.SIDE NAIL INDICATEDONTNEAP =TIONSPWFICATIONSHEET ALL EGRESS SEE FLOOR PLAN AND WINDOW SCHEDULE OIHaEAATrER96HOw7 AnENOTTO eEr�m�ON,OR 4 ALL FOOTINGS MUST REST ON APPROPRIATE BEARING MATERIAL SEE 51 TYPE I EXTERIOR SHEARWALL STUD. 2 161 24^ FACE TORECON90FAa)AS E37NEEI eENO AN R04ED Oe IN STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL DETAILS Type I exterior shear wells with a minimum of 7/16 inch wood structural panel on the sTUD 00 NAL FIRE PROTECTION ACCa1DANCI APPLICABLE COOFJ P SEE FLOOR PLANS 5 ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE attached with ed common nails at 8'o c at the panel edges and 12'o c in the field, HEADER te'o c FACE SMOKE&CO2 DETECTOR STRUCTURE TO BE INSTALLED WITH 45 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 78° ALONG NAL TRUSS DESIGN NIA- 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 Qa z-tea PER 2.4 END ENERGY CALCULATIONS COM H CK n table 315a-b B UNLESS OTHER WISE NOTED,ALL SLABS ON GRADE TO BE 4000P.S I. IPLATE TO STUD 3.1ad PER 2x8 NAL Consutxms. $ CONCRETE TO BE POURED AT MIN 4'THICK SAND OR GRAVEL FILL WITH 6)TYPE II EXTERIOR SHEARWALL BOTTOM PLATEPER FACE NAL SURVEYOR 6X8 WIRE MESH REINFORCING.SLAB THICKNESS TO BE MIN 5'THICK Type II exterior shearwaills shall meal the moulrements of table 3.15a-b limes the FLOOR JOIST,BAND 2.164 FOE SEE NOTE 1,2 GROUN WIND SEISMI P FRCS WINTE ICESHIEL Nathan Taft Corw n 7. ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY AT 6'MAX LIFTS length adjustment factors in table END JO,STOR FLOOD m — SNOW SPEE DESIGN IFIITHERIN LINE TERMITE DECAY DESIG UNDERLAYMEN 1586 Main Rd,Jeesport, s 8 CRAWL SPACES TO BE PROVIDED WITH MIN.24'XCA OPENING. LOAD (MPH) CATEGOR DEPTH TEMP. REQUIRED HAZARD NY 11947 r 9 UNCONDITIONED CRAWL SPACES TO HAVE 8X18'CAST IRON 7).INTERIOR SHEARWALL FOUNDATION VENTS FOR EVERY 150 SQFT OF AREA Allowable sldawall lengths provided In table 3 14 shall be ennifted to be Increased JOINT DESCRIPTION UAL NAL NOTES 20 LBS. 130 a $EVER 3 FT MODERATESUGHT TO 11 NONE - 10. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS Interior shearwalls are used Sheathing and connections shall be in eccordance ory SPACING TO MODERATE REQUIRED BY 20151NTERNATIONBUILDING CODE AND NEW YORK 3.5. 2442and224 JOISTTO 4-8d PER TOE DEPARTMENT OF STATE 2017 SUBPPLEMENTAL CODE.A 6 MIL SIL,TOP PLATE OR GIRDER JOIST NAIL 8)CONNECTIONS AROUND EXTERIOR WALL ROI POLYETHYLENE FILM SHALL BE APPLIED TO THE BELOW GRADE PORTION HEACH TOE eader andlor girder connections shag be attached with uplift connections In BOJOGHe 2' END NAL OF EXTERIOR WALLS PRIOR TO BACKFILLING with table 3.5 Window sill plates shall be have steel connectors In accordance with BLOCKING EACH TOE FRAMING NOTES 9)CATHEDRAL CEILING TodO ST z 80 END NAL S E P 3 2021 2 Where a ridge is to be used as a structural beam,the rafters shall either be notched 3 18dEACH ROOF SHE LNG R EM D ) 1 ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE anchored on top of the beam or slope connectors shall be attached to each raher•to-ridge BILL OR TOP PLATE BLOCK NAIL I SHEATHING NAIL NAIL SPACING AT o sfi 2016 INTERNATIONAL BUILDING CODE AND NEW YORK DEPARTMENT along the open ceiling part of the building Connections to the ridge and wall shall be LEDGER STRIP EACH FACE AT PANEL SUPPORTS IN THE PANEL 3.1sd 8d COMMON @ 6^0 0, sEE,nIDm„ OF STATE 2077 UNIFORM CODE SUPPLEMENT attached Will the above requirements 7o JOIST NAIL 4'PERIMETER EDGE Bid COMMON @ 6'0 2 STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO 2, JOISTCN PER TOE INTERIOR Bd COMMON @ W O 8d COMMON @ 12'0 C IEE WTEat tB MFE Wj �TC�H st 3 f�r���_ OR BETTER,UNLESS OTHERWISE NOTEDONTHEPLANS INSULATION TO 3-81PER NAL NaEtFgiPA1_C 3 INTERIOR METAL FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS BANDJOST PER END GABLE ENDWALL RAKE AND RAKE 8d COMMON @ 4'0 ed COMMON @ 4'O C. easluTEel Arth"LIB of Trustees I INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE 2015 IBC AND 3•ted n OTHERWISE NOTED ON THE PLANS TO Jolsr soler NAL A 2017 SUPPLEMENTAL CODE THESE NOTES ARE ONLYTO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 4 FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 18 BAND TO PER TOE NAL 2 INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING a•ted INCHES O T UNLESS NOTED SILL OR TOP PLATE Foo SEE NOTE 1 11575 Main Ba lew � 5. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2) 3 VAULTED CEILINGS INSULATED TO R45 OR GREATER 1)For roof sheathing within 4 feet O1 the penmetar edge o1 the root,including 41ee1 on each side of the roof peak, lav Road e 2X10 R2+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 5 FOUNDATION WASLLSTO BE INSULATED TO R-10 OR GREATER �-L NALSTUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. JOINT DEscRlpnoN 2 Tabulated 121nch o c nail s6. FRAMED FLOORS TO BE INSULATED TO R•32 OR GREATER SPACING ) pacing assumes sheathing shallbe to railer/truss hes o c members with G>0 49. Contact,Isaac Clay CoNey LVL HEADERS TO HAVE IN JACK STUDS AND(2)FULL LENGTH STUDS For tanning members vnth<0 42<G<0 49,the nail sparing shag be reduced to 6 inches o c NYS LICtt039767 ON FJ1CH SIDE OF OPENINGS BEARING WALL WINDOWSILLS SHALL 7 SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB sTRucTLIRAL AS PER TABLE 39 ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL OPENINGS WFCM- 3)Tabulated 41nch o c nail spacing assumes sheathing to rafter/truss framing members with G>D 49 For T 347-2768093 E clay)@Isaac-rae,coin BETWEEN 4'1 AND 60 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9 REQUIRED INSULATION AS FOLLOWS framing members with 0 42<0<0 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 R6 5 par Inch a 6 ALL FLUSH BEAMSIHEADERSTO BE INSTALLED WITH HEAVY DUTY FWALLBOAR DESCRIPTION OTT• SPACING GALVINIZEDWALLS 3KWOOLRCLOSE'CELL L WALL SHEATHING REQUIREMENTS FOR 130 MPH WIND ZONE CONNECTING HANGERS AND ANCHORS WHERE APPLICABLE TO ALL WALLS 3'SPRAED CLOSED CELL CONTINUOUSE INSULATION R6 5 PER INCH VPsu roc Protect 3 CONNECTING JOISTS WITH ROCKWOOL R15 3-1/T FOR TOTAL OF R34 5 5° 10'Oc FIELD SHEATHING LOCATIO ATT PANELA DGES SUPPORTS IN TH PANELEFIE D NOTES $ 7. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TOTHE FLOORS 3'SPRAYED CLOSED CELL OONTINUOUSE INSULATION R65 PER 1700 INLET RD FLOOR JOIST AND UNDER BATHTUBS FLOORS TO HAVE CERAMIC TILE 4'EDGE ZONE 8d COMMON @ 6'0 8d COMMON @ IT 0 C. SEE NOTES 1,3(BOTH FIELDS) SLABS 3'FJ(PANED POLYSTYRENE INSULATION FORR RR12 JOINT DESCRIPTION NAIL SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS INCH WITH ROCKWOOL R15 3-1/T FOR TOTAL OF NAL L NOTE*2 FOR PANEL FIELD 1700 Inlet WaySouthold,NY 11971 1 NOTED ON PLANS QTr 9PACNG INTERIOR ZONE 18d COMMON @ 6'0 8d COMMON @ 1 T O,C SEE NOTE 3 8 7)PROVIDE 2-1-314'THICK MICROLAMS(HEIGHT TO MATCH FLOOR PLUMBING NOTES STRUCTu9Al. AS PER TABLE aeNOTES Project No JOISTS)AROUND STAIRWELL ANDIOR OTHER ACCESS OPENINGS 1. All water supply,drainage and venting 10 be Installed as per IBC 2015/2017 PANELS ad WFCM- — IR-02 UNLESS OTHERWISE NOTED(TYPICAL) SUPPLEMENT,and shall meet Suffolk County Health Department requirements as 7116•osa 3•o c 1)For wall sheathing within 4 feel o1 the comers,the 4 foot edge zone attachment 9 PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 900 C USE SOLID 6d SeaV SLgrlature BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS detect a tic system permit PLYWOO s o c FIELp requirements shell h used 10 PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS 2 Verify septic system w th the Engineer for Suffolk County Health Department avPsu Sd roc 2).Tabulated 12 Inch o c nail spacing assumes sheathing attached to stud framing approval WALLBOAR 10'0 c FIELD members with G>O 49 For framing members with 0 42<G<,the nag spacings shag be INSTALL DRAFT BLOCKING AS NEEDED 3. 3)if wag studs,plates or)oists are cut out during Installation for any plumbing related reduced to B inches o c. 11 UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A FLOOR SHEATHING 3)For exterior panel� work,provlde adequate bracing and plates to protect and secure the structure.Verily p siding,geMnlzed box nails shall he permitted to he substituted for MINIMUM 1/2'THICK,4-PLY FIR CDX EXTERIOR SHEATHING GRADE with the state code and manufactore's recommendation for maximum hole size and NEL NAL common nails ,REO AROAS� PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. JOINT DESCRIPTION �C1 CLAY T 12 UNLESS OTHERWISE NOTED USE 314'THICK T&G PTS FIR OR spacing permitted srRucTURAL Dry NG 4) PROVIDE 8/8"TYPE•X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. �O 00,0 Rr ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL4DO ADHESIVEed 5)USE SIMPSON HANGERS AND ANCHORS WITH Z-MAXTRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO c 04 a a AND SCREWED TO FLOOR JOISTS FINISHED FLOOR TO BE INSTALLED oR LEss 12'O C F ELD t�� OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS HVAC SYSTEM NOTES 6)INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 2015 IBG2017 Supplement 13 ALL BATHROOM WALLS TO HAVE 518'THICK MOISTURE-RESISTANT 1).MMechanicalsubconirectoris responsible Ioreci Oaring to all applicable codes and safety NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN FREE •OCKIN' NOTES O1 r Y SHEETROCK requirements T9 039767 O� SCHEDULE NOTES ONLY. AS REQUIRED BYCURRENT 2020180-FIRBLOCKNG REQUIRED �'F `t 14 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 618'TYPE X 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the OF N /)Nan'mg raquvemems are based on wail shoativn FIR FORMANEFF ECTIVE FIRE NO SHALLBE PROVIDED IER BETWEEN FFALLCONCEALED DRAFTAND BETWEEN A TOP STORY AND THE ROOF HORRgJTAL)ANDTO SHEET ROCK AND TO MEET ANSWL 283 AND UL DESIGN NO U419 equipment supplier wall sheamhg is nanad T on,centorat the AIN aII obtain ygnersshau wpa mes raim9 FIR BLOCKING SHALL E PROVIDED IN W000-STORIES, RAM CONSTRUCT'CN IN THE FOLLOWING LOCATIONS PACE 16 S2 HR HEET FIRE RATED ASSEMBLYS TO ANSI/UL VETT LAYERS ES FF/8U419EX 13)e VAOs bcontrConlraciorio provide tfini]system reviewand approval drawings and submit it 10 pleasr9MI"eusedura,eo,nroseF�be da,blag a alternate ome_•zrs,such as Shear 1,N CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,ATTHE CEILING AND FLOOR LEVELS TO NO pp CONCEALED HORIZONTAL FURRED SPACES SHALLALSO BE FIREBLOOKED AT INTERVALS NOT EXCEEDING IO FEET BATTSOR 16 ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER ELECTRICAL NOTES: 2)when wan sllaatlirlg is mrmruDus mer Conteseed marebam,the tabulated number of nags BLANKETS OF MNERAL OR GLASS FIBER SHALL BE ALLOWED ASFIR®LOCKING IN WALLS CONSTRUCTED USING PARALLEL POWs SHIELD,HENRY BLUE SKIN OR APPROVED EQUAL. shallbepanni•sdtobereducedtot•ledna perloot OF STUDS OR STAGGERED STUDS i)All electrical to belnstalledasper)50201&2017 SUPPLEMENT 2)AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTALSPACESS"ASOCCUR ATSOFFIT3, DROP Data Scala 17 ALL FIAT ROOFS TO BE APPLIED WITH AN EPDM BMILL MATERIALS 2),All electrical work shall be a ad b CEILINGS AND COVE CEILINGSAs M ED 1 a ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE Apley y e QU811flad UndBnvrilBr. 3)IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OFTHE RUN ENCLOSED SPACES UNDER Drat"T7Ja 3)Install Smoke detectors and Carbon Monoxide detectors throughout as required STAIRS SHALL COMPLY WITH CURRENT NY S RES DENT AL CODE PRESSURE TREATED SILL PLATES TO BE INSTALLED WITH FOAM SILL by current 4)ATO PENINGSAROUND VENTS,PIPES AND DUCTS ATCELNGAND FLOOR LEVEL,TORESIST THE FREE PASSAGEOFFLAME AND GENERAL NOTES GASKETS AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL NYS ResidenualConstuctlonCode PRODe)RECOMMEFIDEDFREBLOCKING PRODUCTS BOSS a140RA?pROVEDEQUAL TOMEETASW EBib[UL 1479) o, GENERAL NOTES DI Na 1/4 -1-0 T-002.00 Glenn Go[ lith, President �OSUFF Town Hall Annex A Nichu,as Krupski, Vice-President ,��� l'�J,q 54375 Route 25 John M. Bredemeyer, III o "` P.O. Box 1179 Michael J. Domino o Southold, NY 11971 Greg Williams ''` y �� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 10110 IZ,( Completed in field by: 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 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice o. Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application co pleteness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were. J. Bredemeyer M. Domino G. Goldsmith N. Krupski ,-' G.�Williams Other SURVEY 'OFPROPERTY CEDAR POINT DRIVE EAST SITUATED AT , BAYVIEW TOWN, OF ' SOUTHOLD SUFFOLK COUNTY, NEW YORK • S.C. TAX- 'No. 1000=92-01 -07 'dl \N1 SCALE '1"=20' NOVEMBER 15, 2006 ,�' AUGUST 24, 2021 UPDATE SURVEY AND ADD PROPOSED ADDITIONS \ a t j• AREA,= 16,744,sq. ft. (To TIE UNE) 0.384 ac. N N +`� 0 �a CERTIFIED T0: BARBARA ANNN-KAPLAN BARBARA ANN KAPLAN' AS TRUSTEE OF THE -TRUST AGREEMENT DATED MAY 15, 1996 �" ' • (, KNOWN AS THE_ROBERT AND-BARBARA KAPLAN-'PERSONAL RESIDENCE TRUST No. 1 fj �rjA 0 f/�v� z� 'i `•'; ' �� NOM _ LOT NUMBERS SHOWN REFER TO MAP No. 1 OF EDWIN-H. BROWN, FILLED P _ IN THE-OFFICE OF THE CLERK OF SUFFOLK COUNTY'-AS MAP No. 802 a AND TO MAP OF CEDAR BEACH PARK,- FILLED• / •••' IN THE OFFICE OF THE CLERK'OF SUFFOLK, COUNTY AS MAP No. 90 ZDIY r� aMyIF ( ' ' � 6 � BNff s� SEP 3 2021 rte• y�J• �b -�.7 - � — Southold Town Board of Trustees N waoD am J Q rel Qey, LOT c* LOT 76� sDOD ' r ! 96 dfgp 80 z RDaO TIE WALL 0 PREPARED IN ACCORDANCE WITH THE JANDIUM ' STANDARDS FOR TTILE SURVEYS ESTABLISHED OJ BSEWALAND APPRM � OR USE IDRK1TALARD 4 Tm.E AS N 74.07 4S„ ` uac ;n � ' unrFA. Ear AFF a,,"was ,,39, SL. N.Y.S. Uc. No 50467 •�.Cq �. - UNAUTHORIZEDOIMSURJEY YISAVKHUTIONADDITIONFNathan• Taft Corwin Ill 'LVJ ALTERATION A NOOR SECTION 7209OF THE NEN YORK STATE �I�'°F'` LandSurveyor 7HE lANO SURVEYOR'S NNID SM OR - EWBOSSED SEAL SHVl NOT SE CONSIDERED - - SUCCEleor To:Stanl J.Isakxn,Jr.LS.TO BE A VALID TRUE COPi. ey Joseph A.Ingegno E.S. CERTIFICAL RUN ONLY THHEE FIZRSDN_FOR�NHOLM�-SURVEf - mi Surveys-subdmY,i s— Site Rdns — Construction layout IS PREPARED,AND ON HIS MIAIF TO THE T E>6XFlETVA<ACEtuv rD PHONE/631 727-2090 Fax(631)727-1727 LENDING NSIIMION 1151ED HFREOrL AND - \ ) TO THE ASSIGNEES OF THE FENDING Win- OMCESIOCAlb A7 UVUNG ADDRESSTUION.CERI71CAnD S ARE:NOT TRANSFFRAME.- - 1586 M.T.Rood -- _ P.O.Box i6 THE EXISTENCE OF RIGHT OF WAYS Jomesport, New•York 11947 Jamesport,New York 11947 AND/OR EASEMENTS OF RECORD,IF _ - ANY,NO,M=T. SHOWN ARE NOT GUARANTEED. E—Mail.NCornin36aol com 25-382A 1700 INLET WAY NOTES DRAWING ISSUE 1700 INLET WAY SOUTHOLD NY 11971 PROPOSED SCOPE OF WORK FINISH NO. DATE ISSUED FOR WAY, 3 NTERIORALTERATIONS TO NCLUDECHANGESTO-KITCHEN,DECKAND SPA,SIDINGAND WINDOWS, tamrnx Ac{uor woos succ oDPD eouucnm SHEET7r SHEET NAME ISSUEDA7E TAX MAP NO. 1 000-92-01-07 ELECTRICAL FOQURESAND LOCATION B6°o e w n e e w n 2 mnvsz Ea W Dt0 PENEw SCOPE OF WORK NOTPR OPOSED IN THIS FIUNQ, nTAmdAl6A a4 wx wz ae+ ea+ cP+ ea+ Fz T-001 00 TITLE SHEET 07/16/2021 3 NO CHANOETO BEDROOM COUNT,HVAC AND INSLRA7X)N wN[RY ANa41aRAD¢ A4 w x W2 W4 W2 ez 1 ee+I NI I Bal F2 A-10000 SITE PLAN 07/16/2021 4 FEMA NOTE xAu c4 w4 w x w2 W z .1 ea+1.+1 eat F. A-101.00 GROUND FLOOR DEMO PLAN 07/16!2021 6 ZONING INFORMATION THE PROPERTY ISNOT MTHE SPECIAL FLOOD FWARDARFANOCHANGES ARE BEING MADE TOTHE `j AmmtxRaau os wa wa wa w4 _ _ - - Fz A612021 6 FLOOD ELEVATIONS ueuLslaau Raul a4 W x v12 w4 W x E¢+ .1 .1 W l Fz -102.00 GROUND FLOOR PROPOSED PLAN 07/1 COUNTY SOUTHOLD ENERGY CODE STATEMENT OF COMPLIANCE cswnsrAuvas'muu cz wz w2 wz ae+ .1 sa+ eaI I A-103.00 GROUND FLOOR RCP PLAN 07/162027 TOTHEBEST OF MY KNOWLEDGE,BELIEVE AND PROFESSIONALJUDGMENT THE PROPOSED BUILDING IS mAxnsoP{ae ca M11 -1 w+ ea+ es+ Eea eE+ i+ A-104.00 SPA DETAILS BLOCK 1700IN ra+rRnsD noon evmyTonw 0+ ell ea+ EE+ m+ i+ 07116!2021 SUBMISSION EWITH7HE2078ENERGYCODECCMCHECKENEAGVANALYSISSALSOPROVIDED NTHIS A-105.00 STRUCTURAL FRAMING PLAN 08/03121 NUMBER ZONING FLOORS 2 aLoaEr D+ ., ea. ea+ eD+ F+ A-500.00 DOOR AND WINDOW SCHEDULE 07/16/2021GENERAL CONDR701�S OF THE CONTRACT FOR CONSTRUCTION tcwaRLair w w, _ _ F,ZIXdINO R40 w P+ 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE AND ZONING MAP SOUTHOLD WILL COMPLY WITH 2D17 SUPPLIMENTAL REQUIREMENTS,AND THE BEST TRADE PRACTICES FINISH 2 CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE wu{Wee{ si LANDMARK DESIGNATION NONE SUBMITTING HS PROPOSAL.SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS an'aMB ¢D1Ra FlN2N W/+CaATeexxxavl MaOa PECN.FWST roAT NTE%PPYERPtel eeaOATn PPWA'.fNA�WEAUM N1TfE Fpc4M UTgt PANT WORK THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILLAFFECT ITS wx aA"uax'iar„PErvEESTAxs araeonnaRO FeiaM w/s caA.nxssaneuua eYEzzRawArEaeneEopm.1'E TOWN TRUSTEESRISOICTION SOUTHOLDTRUSTESS EXECUTION NO ALLOWANCE SHALL BE MADE FORANY EXTRA AND/OR MATERIALS REQUIRED OR FOR ItuEw ProF PUNT cao:re Rn:cOATsnxesER PEP{u wNrnuao{ JU DIFFICULTIES WHICHOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE,THE wo +a pf'X,. s"-_v, .+ulv,✓r louLCPrmE LOTAREA 18,44518$0 CONTRACTOR SHALLTWAKE ALL NECESSARY MEASUREMENTS FOR HIS WORKAT THE SITE VERIPYALL wa BBTONE'JEtEEP CONOTfIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TD THE we +vusrD,pucE,:oxaP.-tEuut ALLOWABLE BUILDING COVERAGE 02895gN ARCHITECT W9 SPJWpEA MAI£a MDRPPEfBUPEtMlWATE PEETRDDN FARrmW1 - EXISTING BUILDINGCOVERAGE 2,915 cqN PROJECT SSIITEWITH THEE WNERAND ARCHITECTTTI-IUtE•fi1LA KICK OFF MEETING WAS BEEN HELDAT7HE awcTrPEa PROPOSED BUILDING COVERAGE 3,284 sqh PURPOSE OFTHIS MEETINGS TO REVIEEWTHE PLANNED WORK AND TO ENSURE THAT THE WORK IS ea+ IJ+CODP.9E PN¢H Wr•aOAT eEWANNMdaRE FECAL RRar W¢IIA+EYPAI4ER(iIW{SCGIT9aENY.NPINGORE AAAYAiiE M'6xlAiE%PAR1r,'S9J DONE N ACCORDANCE WITH THE APPROVED PLANS, ORcens+aneEa FRCNTYARD SETBACK 35' &BEFE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF �+ aa-ovaaua eosv FzrM+w/+caAreEwuMnumPE REau cwrmATuraPRMSP(ngaz40{Te sFewmxuwrsu»uruT+eFw,wu PAa•r INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAYALL FEES rXYnRwwrc nmrF.rrn SIDE SETBACK 15 REQUIRED BY GOVERNING NEW YORK CITY AGENCIES ex 491yPSNRE F�ESTwJr OVPEVNeDA<D 1`—W/+CaATSWEEEP¢ULLB 6YE iEA7WA1ER WED—{e COPTEIWEEEAPERMAWNR6 M0.0t S,THE CONTRACTOR SHALL NOT DEVIATE FROM TL--APPROVED CONSTRUCTION DOCUMENTS THE MM10EW4RWFedfERYAPAB.7,C0.Q:WMtEpNE<tG+x BACK YARD SETBACK 5o' CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED ca Cwef aeiTERa1EAR WE3iEPNPEO CEDAR EOMa9 a THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT n00R ny4 TN6 AFFLICAnON 1'5 APFROYED ONLY FOR WORK EXISTING BUILDING HEIGHT 28FTAPPROX(MATELY B.THE CONTRACTOR SHALL PROVIDEALL EQUIPMENT,OBTAIN PERMnS AND ERECT TEMPORARY wOIGrED ON TNEAFFuOAnoN SMIFlOATON SHIM ALL fl a4 Xlff:{DRi-9AWxnWTa pVtYltSwNEdLFlVRH eTAadEPEDJdMi W/RVDWE IEMInA M(ra l6.MTN TJB67Ff CONSTRUCTION AS NECESSARYTO SAFEGUARD PERSONS AND PROPERTY ALL MACHINERY,TOOLS, OIHEri MATIETe36HOWN MENDTTO eE R13IED UPON,OR CCNSTRUCIICN CLASSIFICATION VB-CONBUSTBLE SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADEDTO PROVIOESAFETY iz ewoaPavvronasr n:c To 9E C()N9DEAmA5 E1TIiEA tIMOAPMOVEDORw ANO TO PREVENT CONTACT WITH PUBLIC enw AccaloaNGEsvnH pwur"e,E CWEI COCUPANCYUSEGROUP R 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INT EGRMYOF ADJONING WALLS,GROUNDS ANDPROPERTYAND MATRBtAaxW18UIX4]OOE FlIIaN INJURY ACCESSORY OCCUPANCY USE GROUP - 0.CONTRACTORPRSHALL DETERMIINN-E LOCATTIION,PROTECT AND SAFEGUARD ALL UTILInes ON AND 2 FINISH SCHEDULE ADJACENT TO SITE 1 1/2"=1'-0" •- 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COSTALL EXISTING MATERIAL OR EQUIPMENT DAMAGED ODnP0FAr11e ff sIc `nt� ` .ter ` ASA RESULT OF:CONSTRUCT ON FOR THIS WORK iD.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FPOM THE SITE PRIOR TO FINAL SURVEYOR COMPLETION Nathan Taft Corwin 11.MINOROETAILSNOTUSUALLYSHOWNORSPECIFIED,BLFrNECESSARYFORPROPERCONSTRUCPON ///��� Gonerated by REScheck-Web Software 1586 Main Rd,Jamesport, OF ANY PART OF THE WORM SHALL BENGLUDEDASIFTHEY WERE INDICATED INTHE DRAWINGS R }I 12.T1ECONTRACTORSFUdLGOOROINATEALLWORIKPROCEDURE9WI7HREQUIREMENT90FLOCAL �OfY1�281ance Certl�icate 27 00 AIJFHORITIES �C F 11THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND I i MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND , I TAALLL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE $ ne TOR SHALL HAVE SOLE RESPONSIB'LTTY FOR ANY DAMAGE OR INJURIES CAUSED BYCR DURING THE EXECUTION OF THE WORK PfOJCCI 17001n1@L Wdy T� +r:,••.•n•r+,. ""°"'•" ` 14.THECONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRAD-ES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC) E^erOYCbde, 20091ECC I 1&SPRNIQ-ER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LPCTM1O1 Southold.New York SEP �S rVolV ? H LICENSED IN THEIRTRADES,WHO SHAILARRANGE FORAND OBTAIN INSPECTIONS AND REQUIRED SIGN- Const—t—ripe, Stas I.4 mlly 11�71F--1N C e OFFS Mc t Yypar Alteration 16 THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIREDTO PERFORM ALL OF c{*M.ona 415572 HDD) i7(O INLETWgY THF WORK INDICATED ON THE DRAWINGS,AND ALLO7HERWORK THAT MAYBE REQUIRED TO COMPLETE P.tr-+1 Dace' 2021-05•i1T04.o0,00.Opo2 TH_JCB wmrs NomFrr l7XZ PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY a: CAP PED OR PLUGGED K;OnRN:t,anShe" OwnedAgent. DrSl9neriGyntncror, so thO� TOWI'1 E 1&TIE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE I7W m'ee w.A .velar a7 $T[ }L��+ LOCATION MAP NOT TO SCALE OF ACCEPTANCE BY THE OWNER AGANSTALL DEFECTSN 1700 YLl97T 15ai<Paa`Y Board o1 ATOA}�£91X0'CwC/ MATERIAL AND/OR WORKMANSHIP 714E 5 GUARANTEE SHALLBE SLBMITTED IN WRITd10 aYTHE 11574 a(Aa,Ory,I«w aw0 CONTRACTOR TO THE OWNER SatHald.u1'T'h7f 1&THE CONTRACTOR SHALL PERFORM ALLWORK IN CONFORMANCE WITH 71-M HIGHEST DEGREE OF 12172700093 ISAAC - RAE G SKID..,QUALITYAND COMPLETENESS elaf@Isaac rae rom SCOPE OF WORK: 20 THEC17575 Main 8aONTRACTOR,UPON COMPLETION OF THE WORK,SHALLARRANGE FOR DEPARTMENTOF i E EXTEFUCRALTERATIONSTO INCLUDE THE FOLLOWING 13ULDINCSS INSPECTIONS AND SIGNOFFS AS REQUIRED yVew Road 2 21 NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 9MA M AND51OPM MONDAY Southold,NY 11971 1 REPLACE ALL EXTERIOR CEDAR SIDING IN KIND T14R000HOLFT BUILDING THROUGH FRIDAYS EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS, a,D< �k c ILA 33 �r-s-1n 2 PROPOSED NEW WINDOWS SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE -n>.�rn_,•<n..,r«m no.r�•w�,a,.,,m.,�...w <,.<..rr+-°nF.e<+ Contact,Isaac Clay Coffey 3 PROPOSED GROUND FLOOR DECK OF 340 S0 FT DISTURBING TO BUILDING OCCUPPNTS SHALL BE DONE BEFORE 1000 AM +• r•n•uF..+ + .nr„•l c.. NYS LICd039767 4 PROPOSED SPA 7x 7 FEET 22.THECONTRACTORAND ALL SUB-CONTRACTORS AGREE TO ABIDE BYALL REGULATIONS AS "` ora h.,. ~ y S PROPOSED OUTDOOR SHOWER OF 37 SO FT CUTLNED INTHE ALTERATION AGREEMENT 21 THE USEOF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PRCHBI'TED TIV 1j_,A5AgTIT. L111C'S 7347-276.6093 E CI6y�16aaC-reB COTn 24 PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAN PLUMBING,HEATING AND NTERCOPA INTERIOR ALTERATIONS TO INCLUDIETHE FOLLOWING LINES 1 REMOVAL OF EXISTING NON LOAD BEARING INTERIOR WALLS SrrE PROTECTION PLAN: 2 REMOVALEXISTING PLUMBING FIXTURES een ny 0•o-+ 3 REMOVAL CO"F INTERIOR D00PIS IEORES&AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE F.rmMOs F:{mrnD rnOy nelr.pnsaA ProIOL•t a 4 NEW PROPOSEDINTERIORNON LOAD BEAR INOWALLS EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOM ANDSUFFCLKCOUNTY wMritrwdrlame,l4ex. - - - - - 1700 INLET RD S NEW PROPOSED PWMS'NG FDCTURESAND IN EXISTINGAND NEWLOCATICNS 2�1E SAFETY.ALL NECESSARY LAWS AND CONTROLS, THOSE WITH RESPECT TO OCCUPIED EXrTmwa rmml-9 cauty nctrmas,.d 0 NEW PROPOS ED ELECTRICAL FIXTURES AND LOCATIONS DWELLINGS,AS WELL A.SADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL Wu•1 rr�,4 rmme,ln•o., — ,_ -_ — BESTRCTLYOBSERVED ERemtalrn trwln;raary n:1'rrpr,re 7 NEW PROPOSED SUDING DOORS IN GROUND AND SECOND FLOOR LOCATIONS 1700 Inlet WaySOUthold,NY 11971 8 ADDITION OF NEW DECKAND SPA ON GROUND FLOOR DUST,DHRE000OF CONSTRUCTION ONS.SPECIO DEER OF ME" AND MAINTENANCE TOBE USED FORNITARY LOF k.N]Wovarrana.la•DA ._ -_ _ _ 9 ADDITION OF NEW WINDOWS THROUGHOUTBUILDING DUST•DISPOSALIM CCNSN OF NOINDEBRGCEPTA LELEVELS SHALLBEICLUD INCLUDED t.emPlv+fran.,-7eauty nst eiposen FACILITES,AND LIMITATION OF NIOISE70 ACCEPTABLE LEVELS SHALL BE INCLUDED w:la Wow r,an»,lees _ _ __ _ SCOPE OFWQRK NOTPROPOSED IN THIS FILING: 31 THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW E.empaan er¢m..q eavey net messed - P.j.W No - RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARRCUlARRY WHAT DDI,sand 0401'lander!()%olamgr 11 0450 1D IR-02 3 1 NO CHANGE TO HABITABLE FLOOR SO FOOTAGE MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE Door2 Glass DDDrlaYersO'Y. Seat/Sgnature 4COMPLIANCEWRHHOUSINOSTANDARDS THE REQUIREMENTS OF THE NEWYORK CITY HOUSING AI{x,n9J 38 02aD 11 MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL Vfm.I Mod r— li Ono n BE STRCTLY OBSERVED n.,Ina &STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR bemprlan,iramnq raLlry nes OapOs¢d ASSOCIATED FILINGS CONTRACTED WORKERS &NOISE RESTRICTIONS.WHERE HOURS OFTHE DAY OR THE DAYS OF THE WEEK N WHICH 10 SQUTHOLDTMVNOFTRUSTEES CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY7 AM TO SPM EXCEPT Eyt�OgR+ FEDERAL HOLIDAYS I 7JWNrANING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR ��5 CLAY QO y/�E OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR N ANY DWELLING UNIT LOCATEDO 9 THEREIN,THE SITE AND CONSTRUCTION PROTECTION PLAN SHALL SPEECIFYTHE MEANS AND METHODS 0,17 dg� F�Oa TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THB sscrrnnaAazs REOUIREMENTS OF SOUTHOLD TOWN B SUFFOLK GOLRITY IF A DISRUPTION OF ANY SUCH SERVICES O u¢rr rancor" O 's's 00°' d"E' 11' a dr ANTICIPATED DURING THE WORK THEN SUCH PLAN SHALL SPECIFYTH-e ANTICIPATED DURATION OF p� SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, LeV Till,1700 Wet Wa Y Aeparrgle Ofr1U71 N •••+ �` RICLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH DAta flenaRle Faoe1Or 7 l 13,97 DISRUPTION e0114 ® B AFF ABOVE FINISHED FLOOR R DOSES Q ELEVATION 8.0 BY OnIERS/0{M'ATR L.Vd, LAMwATE NIC NgTMCOTITRACT RA RETUiV ALV TEL TELFRWNE \_ AP ACCESSPANEL COL COLUMN EMER. EMERGENCY G- GLASS LV LOW VOLTACE NO tow REI'. REVISE/REVISION TBD TO BE DETERMINED (� ACOUS ACOUSTICAL CONC CONCRETE EQ EQUAL GRIL GRILLE KATL MATERIAL OC ouaNTFA RO ROUGH OPENING TIP. TYPICAL �-'1 xsuauowawi LJ-imsaN aonP,usu Data Scale ADJ ADJACENT CONST CONSTRUCTION EQPT EQUIPMENT Gil GROLNDFAIILTNTER, MAIL MAUTPUM CPNG OPENING SCITED SCHEDULE UAN UNLESS AIC AW CONDITION d.G CONT CONTIPIUOVS ()GST EX15MG GWD GYPSU?4 IN GARD NECK MECHANICAL CPPJWH OPPOSREAOPPOSITE HAND SECT SECTION OTHERWISE AL ALUMNUN DTL DETAIL EXT EXTERIOR FINDRL HANDRAIL Mr. METAL PTD. PAINTED NOTED Dmwug TBa Q c FN rwSl HOWD HARDWOOD SKI• SHEET L..cNOlcnr,a AROL ARCK-TECTUR DSL DWENSDN KS MISCLL FARM PARTITION SIM SIMILAR VJF. VERIFI'W FIELD --V LrYSLwo-ur,cN --------- TITLE SHEET ARCK AAORTECTIRtAL De W� FIN FL FINISH ROOK FINAL HEATING,\¢M()AJC MIBC. MISCELLANEOUS FL PLASTERTNCT - { BLILG BLOCY.MG DOL DOUBLE 'PRF, FIREPROOF RM HOLLOW METAL BeSC SOLID CORE <nlDdi•- MILT) MOLDING POS PLT PLOF SER SQJ7, SQUAREFOOTST VIS' -� � CLG CEItNG ON DDlN SC. 5U-CLOSwG NOAQ HORIZONTAL HID M10UNTE0 POS POINT OF SERVICE COMPOSITION TLE asncrsettow CK CELM!EIGHT DWG DAR1'/NwG HUL MULUDY QTY QUAWR SSTL STAINLESS STEL W/ LYTIH w�W� uc.zT,ue¢a �iV3V CI_ CENTER LINE DI EACH FL FLOOR IN INCHES STD STANDARD Draw+ng No FLUOR FWORESCENT �, INSUU4TION NOMI NOM?AL REC. RECESSED STL STERIC W/O VITTHOUT l- CT CERAMIC RLE ELEC EUCIIIWALECTRICAL FT FDOT/FEET JB JUNCTION BOX NA NOTAWLILIBLE REQ'D REQUIRED STOR. STORAGE WD Kow SVMBOL LEGEND T-001 .00 NOTES DRAWING ISSUE GENERAL NOTES : NO. DATE ISSUED FOR 1 savtwlo oonAEVIEw NA'LING SCHEDULE PLAN CONTENTS NEW YORK STATE 2020 INTERNATIONAL BUILDING CODE z DESIGN CRITERIA 2015,NTERNAT,ONALBUIDING CODE/20173UPPLEMENT SIAT N SEE OCCUPANT LOADCALCULATIONS NAt0 0 N At 0200 a CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FT OCCUPANCY 1).RIDGE-TO-RAFTERB ILDII G USE WINERYAND STORAGE FACILITY B 1 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 1-114'x 20 gauge strap shall be attached to each pair of ratters in accordance to table JOINT DESCRIPTION NAL SPNAILACINNOTES BUILDING HEIGHT 8'-0' s WORK AND CONSTRUCTION MEET THE REQUIREMENTS OF THE 2020 When a collar tie Is used in leu of a ridge strap,the number of 10d common nails OTYRAFTER To a WALL 3 ed EACH INTERNATIONAL RESIDENTIAL BUILDING CODE AND NEW YORK in each end of the collar ife need not exceed the tabulated number of 8d nails in the strap TOP PLATE 1 7 WALL. -8d RAFTER TOENAIL TOTAL SO,Fr.OF CONSTRUCTION 1000 SQ.FT DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT 2,RAFTER-TO-WALL CELINGJOIST 0' AU-4-UL d EACH 2 DIMENSNOTSCIONS LEDRA DRAWINGS) PRECEDENT OVER SCALED DRAWINGS(DO TO TOP PLATE 1o'WALL4.ed JOIST TOE•NAL DESIGN CRITERIA 2020 INTERNATIONAL BUILDING N07 SCALE DRAWINGS) eferel framing and shear wall connections for Reiter,ceiling or truss to 1 late shed be 3 REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR accordance to table 3.3 When a rafter or truss do not tall In line with studs below, CEILING JOSTTO AS PER TABLE 17 EACH FACE or trusses shall be attached to the wall top peieta and the wall top plate shall be attached PARALLEL RAFTER WFCM• LAP NAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OPENINGS. the to the wall stud with uplift connections,Riot overhaging the rake side of the CEILING J05r LAPS A9 PER TABLE 37 EACH FACE 4 REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING PLANS shall be connected with uplift connections In accordance with table OVER JOIS 6 REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS PARTITION WFCM• LAP NAL INCLUDING SLAB AND FINISH FLOOR ELEVATIONS 3)WALL-TO-WALL GoLLARnE AS PER TABLE a4 EACH FACE SLAB ABOVE STAGING 100 6 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT Wall studs above ane 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(all in line with studs below, BLOCKNG EACH TOE (LIVE LOADS PSF) studs shall be attached to a common member In thefioor assemblywith uplift connectors To RAFTER 2-ad END NAL 2015 INTERNATIONAL ROOF (GROUND SNOW LOAD) ASCE FIG.7.1 20 accordance with table 3 3 BUILDING CODE 12017 ROOF LN FOUNDATION NOTES: Rua EACH END SUPPLEMENT (LIVE LOAD) ASCE FIG.7-1 4200 4.WALL ASSEMBLY TO To RAFTER z-lad END Nae STAIRS 1 THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, First wall studs shall be connected to the foundation,sill plate,or bottom plate witlL GAURDRAILS(ANY DIRECTION) 200 ELEVATIONS,DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS connectors Steel straps shall have a minimum embedment of 7 inches In OF FINISHED FLOORS ABOVE GRADE, foundation and stab-on-grade,15 Inches in masonry block foundations,or lapped under JOINT DESCRIP ION NAL NAL NOTES GEa13NED FOR CAT C 2 GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY the plate and nailed In accordance with table 3 3b Whan steal straps are lapped under the CITY SPACNG EXPOSURE C AGORY ( ) DATUMS AND FINISHED FLOOR ELEVATIONS bottom plate,3 Inch square washes shall be used with the anchor bolts Anchor TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION spacing Is to be spaced and sized m accordance to table 3 2a In addition to TOP PLATE 2-16d Foo SEE NOTE 1 (ROOF-FOUNDATION) DETAIL PAGE GENERAL NOTE AGE 3 DRAINAGE AS REQUIRED 8Y HALL MEET THE REQUIREMENTS OF THE anchor bolts are to be s aced between 6-12 inches from the end of a sill late and all TN6 APPLICATION MAPPROVEDONLT FOR WORK 20151NTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK P P TOP PLATES AT 4 l8d JON, FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT INTERSECTIONS EA.SIDE NAL N1DIrATm OTMMATrUmGHOPL MEN".vPOSEFtEUEDtNFET au. EGRESS SEE FLOOR PLAN AND WINDOW SCHEDULE TOM ONSDEFFUD OWErI BEING PPRiIm ORIN.Oa s� 4 ALL FOOTINGS MUST RESTONAPPROPRIATE BEARING TMTERIALSEE 5 TYPEIEXTERIORSHEARWALL STUD TO 2 iBd n• FACE TTI ToeEcoNsnFNiEDAaFNTHFneNSDAPPaflviDoalN STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL DETAILS 1)ype I exledor shear walls With a minimum of 7/16 inch wood structural anal on the STUD o c NAL FIRE PROTECTION ACCORDANCE Wim APPLICABLE CODES 5 ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE attached with ed common nails at 6'o c at the P SEE FLOOR PLANS panel edges and 12'o c In the field. HEADER 1s• FACE SMOKE 8 CO2 DETECTORSI STRUCTURE TO BE INSTALLED WITH OS RE-BAR,MIN 18'LONG AT 12.0 C 1121nch gypsum wallboard on the interior attached with 5d cooler naffs at 7"o c at HEADER 'sit ALONG" NAL TRUSSDESIGN NIA- MIN EMBEDD TO BE 9'USE APPROVED EPDXY FOR ANCHORING edges and 10'o c I I the field shell be in accordance with the length requirements Top OR z-tsd PER 2x4 END ENERGY CALCI 1ATIONS COM HECK a 6. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000P S I, in table 315a-b PLATE TO STUD 3.160 PER 2.6 NAL Consul7ms. S CONCRETE TO BE POURED AT MIN 4'THICK SAND OR GRAVEL FILL W ITH B)TYPE 11 EXTERIOR SHEARWALL BOTTOM PLATE PER FACE NAL SURVEYOR 6X8 WIRE MESH REINFORCING.SLAB THICKNESS TO BE MIN 5'THICK Type 11 extarfor shearwalls shall mast the reculroments of table 3 15a b times the FLOOR JOIST,BAND 2-lad FOO SEE NOTE 1,2 GROUND WIND SEISMI FRGS W1NTE ICES Nathan Taft Corwin 7 ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY AT 6'MAX LIFTS length adjustment factors in table END JO,ST OR FLOOD SNOW SPEE DESIGN iEATHERIN LINE TERMITE DECAY DESIG UNOEMAlYMEN 1586 Main Rd,Jamesport, < 8 CRAWL SPACES TO BE PROVIDED WITH MIN 24'X24'ACCESS OPENING LOAD (MPH) CATEGOR DEPTH TEMP. REQUIRED HAZARD NY 11947 t 9 UNCONDITIONED CRAWL SPACES TO HAVE 8X18'CAST IRON 7) INTERIOR SHEARWALL FOUNDATION VENTS FOR EVERY 150 SOFT OF AREA Allowable sldewall lengths provided In table 314 shall be ppernlfted to be Increased JOINT DESCRIPTION UAL NAL NOTES MODERAT SUGHT T {i p (� intedor shearwalls are used.Sheathe sin CITY PACING 20 LBS. 730 B SEVER 3 FT. t 1 NONE 10 DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS g end connections all be in accordance TO MODERAT REQUIRED BY 20151NTERNATIONBUILDINGCODEANDNEWYORK 35 24.42and224 JOISi70 PER TOE DEPARTMENT OF STATE 2017 SUBPPLEMENTAL CODE,A 6 MIL SLI,TOP PLATE OR GIRDER d-91 JOIST NAIL POLYETHYLENE FILM SHALL BE APPLIED TO THE BELOW GRADE PORTION 8)CONNECTIONSandforder connections EXTERIOR WALL BRIDGING EACH TOE OF EXTERIOR WALLS PRIOR TO BACKFILLING Header a 3.5.ggirder connections hell be attested with ectt connections h1 TOJOST 2' END NAL with table 3.5.Window sill plates shall behave steel connectors in accordance with BLOOKNQ EACH TOE FRAMING NOTES 9)CATHEDRAL CEILING TOJOIsi 2'� END NAC p �Or19 Where a ridge Is to be used as a structural beam,the rakers shall either be notched OD SHEATHING REQUIREMENTS WINDI L I 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•io-ridge Si OR TOP PLATE 3-led BLOCK NAIL SHEATHING NAIL NAIL SPACING AT Nmas 2015 INTERNATIONAL BUILDING CODE AND NEW YORK DEPARTMENT along the open ceiling part of the building Connections to the ridge and wall shall be LEDGER STRIP EACH FACE AT PANEL SUPPORTS IN THE PANEL OF STATE 2017 UNIFORM CODE SUPPLEMENT attached with the above requirements TO 3-lad JOIST NAIL 4'PERIMETER EDGE lid COMMON @ 6'0 8d COMMON @ 6'0 C. EEc inraa, 2 STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2, JOISTON PER TOE INTERIOR 8d COMMON @ 6'0. 8d COMMON @ 12"0 C EEErmnn t teOV IIELM 1 I T OR BETTER,UNLESS OTHERWISE NOTED ONTHE PLANS INSULATION To 3'8d JOlsr NAL I=a2OAPX'EI O Seherdt 7blimn 3 INTERIOR METAL FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS aANDJO ST PER END GABLE ENOWALL RAKE AND RAKE Ed COMMON @ 4'O 8d COMMON @ 4"0 C eEErorea,a ��1, of Trustees I INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE 2015 IBC AND 3-16d OTHER WISE NOTED ON THE PLANS TO JOIST JOIST NAL g 4 FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 18 2017 SUPPLEMENTAL CODE LIANOJOISYro PER TOENAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY i S INCHES O.0 UNLESS NOTED 2 INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED 1N HER'S RATING 2.1ed SLL OR TGP PLATE PER SEE NOTE 1 11575 Main Bayview Road 5 UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO 8E(2) 3 VAULTED CEILINGS INSULATED TO R45 OR GREATER 1) For root sheathing within 4 feel Of the perimeter edge of the root,including 41eat on each side o1 the roof peak, YL' 2X10#2 i 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 foo(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 DESCRIPTIONE NAL LVL HEADERS TO HAVE 3 JACK STUDS AND 2 FULL LENGTH STUDS 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER QTv SPACNG 2)Tabulated 12 inch o it nail spacing assumes sheathing hacked 10 ratter/truss framing members with G>0 49. Contact;Isaac Clay Coffey s () () 7 SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB AS PERTABLE 38 For framing members with<0 42<p<0 49,the meg spacing shag be reduced to 6 inches o c NYS LICl1039767 ON EACH SIDE OF OPENINGS BEARING WALL WINDOWSILLS SHALL srRucruRAL ed ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL OPENINGS WFCM' 3)Tabulated 4 Inch D c nail spacing assumes sheathing to rafter/truss framing members with G>0 49 For T 347-276-8093 E ctay@Iseac•ree Gom BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'8 REQUIRED INSULATION AS FOLLOWS framing members with 0 42<G<0.49,the nail spacing shag be reduced to 3Inches o c PROVIDE FIRE AND BLOCKING WHERE APPLICABLE CEILINGS 4'SPRAYED CLOSED CELL CONTINUOUS INSULATION R6 5 er inch. JOINT DESCRIPTION a 6 ALL FLUSH BEAMS/HEADERSTOBEINSTALLEDWITHHEAVYDUTY PNAL w,L WALL SHEATHING REQUIREMENTS FOR 130 MPH WIND ZONE GALVINIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL WITH ROCKWOOL R23 5-1/2'for total of R49 Orr sPAcwG CONNECTING JOISTS. WALLS W SPRAED CLOSED CELL CONTINUOUSE INSULATION R6 5 PER INCH GYPSU 7 oc NAIL SPACING NAIL SPACING AT INTERMEDIATE Project 7. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE WITH ROCKWOOL R15 3.112'FOR TOTAL OF R34 5 WALLBOAR 1o•OO FIELD SHEATHING LOCATIO AT PANEL EDGES SUPPORTS IN THE PANEL FIE D NOTES FLOORS' 3'SPRAYED CLOSED CELL CONTINUOUSE INSULATION R65 PER 1700 INLET RD FLOOR JOIST AND UNDER BATHTUBS FLOORSLO HAVE CERAMIC TILE SEE NOTES'1,3(BOTH FIELDS) INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS INCH WITH ROCKWOOL Rib 3-1/2'FOR TOTAL OF R Rl 4'EDGE ZONE lid COMMON®6'0. lid COMMON(tie 12'0 C. NOTE 2 FOR PANEL FIELD 1700 Inlet WaySouthold,NV 11971 NOTED ON PLANS SLABS 3'EXPANED POLYSTYRENE INSULATION FOR R72 JOINT DESCRIPTION OT AC INTERIOR ZONE lid COMMON @ 6'O lid COMMON @ 12'0 C SEE NOTE'3 8 7) PROVIDE 2-1-314-THICK MICROLAMS(HEIGHT TO MATCH FLOOR PLUMBING NOTES oTv 9PAC�NO JOISTS)AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGSSTRUCTURAL ad AS PER TABLE 19 NOTES PrOisct NG UNLESS OTHERWISE NOTED(TYPICAL) ). All water supply,drainage and venting to be Installed as per IBC 2015/2017 PANELS WFCM- IR-02 SUPPLEMENT,and shall meet Suflolk County Health Department requirements es 7/t6.OSB 310C t)For wall sheathing within 4 feel of the comers,the 4 fool edge zone attachment 9 PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 0 C. USE SOLID stated on septic permit PLYWOO 9d 8'0 c FIELD ro%rements shall be used seesgnaa'D BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS 2 Verity septic system with the Engineer for Suffolk County Health Department GYPSU roc 2).Tabulated 12 Inch ox nail spacing assumes sheathing attached to stud framing to PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS approvalWALLBOAR to o c FIELD Sri members with C»0 49 For framing members with 0 42<G<,the tied spacings shag be INSTALL DRAFT BLOCKING AS NEEDED 3 3)If well studs,plates or joists are cut out during installation for any plumbing related reduced to B inches ox 11 UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS IN HAVE A p q 9 P y FLOOR SHEATHING 3)For exterior anal siding, permitted to be substituted for VDApe �1 work,provide adequate bracing and fetes to protect and secure the structure Vera p g,gahinlzed box malls shall be MINIMUM 1!2'THICK,4-PLY FIR COX EXTERIOR SHEATHING GRADE with the stale code and manufactoWs recommendation for maximum hole size and w+L ruL common nails SER h'Ch PLYWOOD PLYWOOD TO COVER OVER PLATES AND HEADERS, spacing permitted JOINiDESCRIPTION QTY SPACING 4) PROVIDE 519'TYPE-XSHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLEAREAS CD�y o t;1AY CO,��T1,e 12 UNLESS OTHERWISE NOTED USE 314'THICK T&G PTS FIR OR W r P 6I ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE STRUCTURAL ed �O c 5) USE SIMPSON HANGERS AND ANCHORS WITH Z-MAXTRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. a AND SCREWED TO FLOOR JOISTS FINISHED FLOOR TO BE INSTALLED1.OR L ES9 12'O C F ELD HVAC SYSTEM NOTES 8)INSTALL t-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 2015 IBC12017 Supplement 1r OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. NOTES 13 ALL BATHROOM WALLS TO HAVE 518'THICK MOISTURE-RESISTANT 1)Mechanical subcontractor is responsible for edhaaring 10 ell applicable codes and safety E E13100ANG NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 039761 O SHEETROCK requirements 9T y 2) HVAC subcontractor is to fun SCHEDULE NOTES ONLY. AIRERLO KNGRED SHALL BE PROM IB0-FICUT OCA LL CREQUIREDONCEAL 14 1 HR FIRE RATED ASSEMBLYS SV HAVE ONE LAYER OF Ste'TYPE X fully coordinate all system data end requirements with the FIR MA EFF ECTIVE SHALL PROVIDED BETWEEN CUTSTORI CONCEALED DRAFTOPENINGSSTOS(BOTH HER ROOF SND HORIZONTAL)AND TO F QF NES SHEET ROCK AND TO MEETANSWL263ANDULDESIGNNO U419 equipment supplier 1) shawhiallng equvnmeMsarebasedonwaepaneWng=Obelied a' highernrearcapat the nele,alt FOR)v1ANENGSHALLBE ROVIEDINWOD-FRAME FOLLOWING LOCATIONS 15 wad Sera-Mg is malted 3'rnr`ib.M at the peel edgelO Obtain higher slreereapBGaes,naAir F'REBLONCEALE SHALL BE OFSTEDWLLS AND IN FURRED SPACES, 15 2 HR FIRE RATED ASSEMBLYS TO HAVE TWO LAYERS Of 5I8'TYPEX 3) HVAC subconirector to provide final system layout drawing/shop drawings and submit it to requremer2a Torawaurd m0nbers snail be doweled,vahemaate mmO,-run,sea,as smear 1,IN CONCEALED SPACES OF STUD WALLS AND PART710NS,INCLUDING FURRED SPACES,ATTHE CEILING AND FLOOR LEVELS SHEET ROCK AND TO MEET ANS WL 263 AND UL DESIGN NO U419 the General Contractor and owner for final review and approval platys,shall be used tO rneiMan load pawn CONCEALED HORIZONTAL FURRED SPACES SHALLALSO BE FIREBLOCKED AT INTERVALS NOT E%CEEONG 10 FEET BAITS OR Ili ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS RREBLOCKNG IN WALLS CONSTRUCTED US'NG PARALLEL ROWS ELECTRICAL NOTES: 2)when wan sheatitirg a conwlmus over eOnrected members,mo Mbulamd nnmt of nags OF STUDS OR STAGGERED STUDS SHIELD,HENRY BLUE SKIN OR APPROVED EQUAL. shall bepennicedtobemeLcedtol•IBenaaparfoot 2)A7ALLNTERCONNECTONSBETWEENCWCEALEDVERTCALANDHORIIDNTALSPACE35UCHASCCCURATSOFFff3, DROP Dae Sale 17 ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS 1)Ali electrical to be Installed as per IBC 20152017 SUPPLEMENT 2).All electrical work shall be approved by a qualified Underwriter CELINGSAND COVE CEILINGS As wrEe 18 ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE 3)N CONCEALEDSPACESBETWEENSTAIRSTRINGERS AT THE TOP AND BOTTOM OF7HE RUN ENCLOSEDSPACES UNDER DrawiRgTitle- PRESSURE TREATED SILL PLATES TO BE INSTALLED WITH FOAM SILL 3) Install Smoke detectors and Carbon Monoxide detectors throughout as required STAIRS SHALLCOMPLY WrL1 GURRENTNYS RESIDENTIAL CODE GENERAL NOTES by curers AND 4)AT OPENINGS AROUND VENTS,PIPESAND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME D GASKETS AND COP-R•TEXTERMITE SHIELD OR APPROVED EQUAL NYS Residential Construction Code PRODUCTSOFCOMBUSTICN 5)RECOMMENDED FIRE BLOCKING PRODUCTS BOSS 914 OR APPROVED EQUAL TO MEET ASTM E-814(UL 1479) rn n.GENERA_L NOTES DrawugNO L�1/4/4 =1-0 T-002.00 rn SITE PLAN INFORMATION NOTES COUNTY SOUTHOLD BLOCK 1700 - ` NUMBER Of:FLOORS 2 DRAWING ISSUE h '74 'g ZONING Rao N0. DATE ED FOR 1 ZONING MAP SOUTHOLD 2 sa roOoOe REVEa 3 1 \ LANDMARKDESIGNATION NONE 4 TOWN TRUSTEESJURSOICTICN SOLM40LD TRUSTESSa. 5 LOTA9EA 18p451811 6 ALLOWABLE BUILDING COVERAGE 3289 egfc ,� EXISTAG BUILDING COVERAGE 2,915sy[ J I �Q `�1 ``\ PROPOSED BULDING COVERAGE 3,281 s9R _ FRONTYARDSETBAQG 35' OUTDOOR SIDE SETBACK`� 1 �•�`` SHOWER `�` BACK YARD SETBACK 50' e XIMATELY y pw�• / 4' EXLS7ING BUILDING HEIGHT 28 FTAPPRO \,1 - CONSTRUCRON CLASSIFICATION VB•CONBUSTIBLE $ i 2 / `A611�IfT p OCCUPANCY USE GROUP R A GGG�� y ! 104 3' / � _ y ao`LEs:cU-Y occwaNCY USE GROUP - '- _ ' / 3S FRONTYaR ET BACK WINDOW I `� T95 APpLICATIONLS APPRDYED ONLY FORwORK IGi[t I/1. INDICATEDONTNEAPPILICATONSPEOIFiGTIONSHM.ALL OTHER MATTERSSMOWNARE NOTTO EE RELIED UPON,OR F / TO BE CONSDERED AS EITHER DOING APPROVED OR IN �PA�S��C1G ADcmnANL'EwmRAPPuraelEcoDEy 1 ass / I '2 STORY SINGLE FAMILY �R - RESIDENCE ' ; •• / cens�rxms. O 1 / l5 •' ' SLOPING ROOF , SURVEYOR DN ON 104 / / �'•, �/ Nathan Taft Cumin 1� •••/�• s' i �O 1596 Main Rd,Jamesport, 1 ✓ R.`,.�' NY 11947 �. • v E y� 49.3 /- - - - OODE MIN NON CONFIRMING W WOOD ENTRY DECK 0P, BACK ET 35FRCNTYARD SEi / SETBACK _ r `• ' _ SEP 3 2021 IXISTjNG GARAGE BELOW S� CuGteec 11575 Main Bayview Road Southold,NY 11971 / `� ��' - // NYS LIC#0397Isaac Clay PROPOSED ENTRY DECK EXTB4SION ISContactCoffey 39" 67 AWAYFROM 35 FRONTYA.9D SETBACK �' T.347-276-6093 E cay®Isaac-rae com ! PROPOSED ENTRY CP DECK DO ES NOT INCREASE THE DEGREE OF NONCONFORMANCE WITH REGARD TO hlE REGULATIONS -`�w✓-2 iY •�t.'/—.� / PEPTAfNINGTONON CONFORMING BUILDING WITH CONFORMNG USES TOWN ZOMM CODE 280.1122 o EXISTING ENTRY DECKTO REMAN 57 AWAY FROM FRONT ;1`u..� 1�. " �-35'. - - ,X / Prp" 3k! YARDSET BACK AND PROPOSED ENTRY DECKTO BE 3.8" �cS7•�- .�i '.,)`-.. -�_ FROM FRONTYARD SET BACK PROPOSED ENTRY DECK13 H.i' .- N,� 1700 INLET RD _ ! MORE CONFORMMO THAN EXSTING EXISTING DECK P 1700 Inlet Wa Southold,NY 11971 P.w NO Saw SQnmm D 76.24 90 � SNC 34,6 ET / N �� 039761 OF 14 Date Stale As wTEn Dmmr TNe SITE PLAN m DraxlNg NO n PROPOSED SITE PLAN A- 1- ■ 00o 0 NOTES DRAWINQ ISSUE I TECH LIGHTING NO. DATE ISSUED FOR Ell-'� ei—D I .—, a 2 I-to "'d 4 5 6 to,t."I-1 ­1 4j"to,JW I 8.11.1 I MO IT11 1111II'do n,S4 I""'J"111--m! "',o- •20' 211,111, kN.W-Iaom 2 to,L11..4 OO SPEC OCA NIX IS 0 0 - B' OCD a A 11118 APR.ICATION M tovsom INDICATED ON THE�IrATION OR OTHERMATTERSIDIO"ARE119TTOINEIfl RWEDUPON. ALL TOSECONSO W M OTHER SEND APPROVED ORIN 01 M ACCORDANCE WITH APPUCARLE CODES A 1'0 A IN, ConaVitaft. Z�4 SURVEYOR qbn a Nathan Taft Corwin A 1586 Main Rd,Jamesport. NY 11947 a,•M'.D, Tel 831727209_0 K C E ®4t ,. E �,'", a \ �� , SEP 3 2021 INW, =dTow—n St 11575 Main Bayview Road Southold,NY 11971 Contact,Isaac Clay Coffey REFLECTED CEILING PLAN LEGEND NYS LIC#039767 O RECESSED DOWNUGHT LiaHTswrrCH T 347-276-6093 E clay@masc-raecom fRE @'PENDANTILIGHTING WALL SCONCE NIS 8 1700 INLET RD 1700 Inlet WaySouthold,NY 11971 ff REFLECTED CEILING PLAN NOTES 1 ALL LIGHT FIXTURES TO BE LED I R-02 Sa&V sti;flabum DAR Oh -Ray 41 o ctAr C GROLJWQ0rLOOR RCP PLAN UD114° to A 0397 OF NES Date Scala Atoom Dra-V Tift GROUND FLOOR ROP PLAN D,&."No A- 103.00 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 On+Wpp+ EpReCtD009gfl5EY+ 2 3 4 5 6 2 300 0 06 D6 �TIISA1111=0415 AWR01FD0N1Y10e WORe D6 �D3 \\ ii' r�� \:� D3 GTTNERMA°T7EMSNOWNARENOTT OBEe81m UP0N,oRRCATIONSHM E rTOBJE NSDERRNAB SUDU E9 15MG APPrt0Y0RIN NIS D6 i� iry \\t D1 SmaSuY�n9 S I '•� �••' SURVEYOR D3 Nathan Taft Corw n - D1' 'fi t �� 1 Y 6 Mai Rd,Jamesport, t \\ D1 ` 16 27 0 \\ nDD 1 SEP 3 2021 J { 4 ; ^gaar&uf Trustees 11675 Main Baywew Road Southold.NY 11971 REMOVAL LEGEND _ �� > ;y^, ;='P•�f (L, ;{t a O6 J II / D6 Contact,Isaac Clay Colley 101/l NYS LIC#039767 s D+ EfOEPW�N°VIaADEEVtNO WAIT.,N/LLFt••INEEAt°EMYUAT°BEP�I,f D /i i \� J`� T 347-276-6093 E clay@isaac-Pae com M PSETND NPIOG'19T°EEgEF-ACED - _I D] EbEiWD DDaflANDH.IRTVAP51°EE RE+HIleD � �I I�Y• � y+ G OO6fMAi0TUOl GSEYWPK AW All EY6N+0 KIIpEN APFl4YGEETOEEDFE'A J+EP �is�\" Da FYefWO PInMb�C FDDLPEETO EE PEN°I�ED finPPtYLWE4 I D2 N19� ` 3I �� -•' aid ��� Euic ro Ewn ow vut Ar asEq*o Iveu+ °, EnEuaNOr°EEPN°YDANDtPAAO /— 1700 INLET RD 0/ PP3g5_�DDECKDLFi NDi EIRETfO MOTe¢FR01f VAN'iURIHEq TMIn E]09M°DECK t <\ 1700 Inlet WaySDuthold,NY 11971 8 PLAN LEGEND• \\ y Pm1am ND, EXISTWG WALI.TO REMAIN • S IR-02 r•_—, WALLI ITEM TO BE DEMOLISHED Seat/S10nE+wre. L——J "Y�`.Y.":`��rdS4+•�kA k "A4.aA'v+'�ui,:eW._`We `�a'A1'%S $ NOT IN SCOPE D6 ,\�Ft80 q/tC /'1 REMOVAL LEGEND O\5 a pV�1'COyfT�Y 1 GROUND FLOOR DEMOLITION PLAN �9TF 039961 COQ• g OF 14E� Data Swia. Asw+Eo DM-9 Title a GROUND FLOOR DEMO PLAN tiv m Drawing No _ ° A- 101 .00 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 eaurwtnooenn+ty+ 2 3 4 6 8 '9AVI NOTE LED LIGHT PROPOSED OUTDOOR SHOWER SET INTO RECESSED II TILED NICs_ PROPOSED 7x7 SPA POOL I 1! Z II PROPOSED SPA DECK , '._'••• ______ —___ __ = II 'SAVE NOTE LED _--_-_ _ _ _ _•� y SPA USET CFfT i - INTO RECESSED -> TILED NICHE THSAPFIJQATIONMAPMOVED orvlr ron wows CHANNELDRAIN SET {4 OTtjaj mON1 APPUCAMNSPECIRG110NSNET ALL ' •i„••t INTO RECESSEDTII.ED i `" j' 1✓13'-toy (310"J•` j I' II OMEA MATiERSSHOWNAnE NOTTO BE RaIm UPON.OR N'CHE-AOUASTA9 I' --- �� I=; II To eEcoNsoEnm AS EITHER OEM APPROVED OR IN F i OREOUALTONYS , I T f ,• II ACCORDANCE WInI nPPnCA8LE 000E9 ' .. (POOLCODE) y HYDROTHERAPY 11 ' ++y• _ - . JETS Consuhms. i• PERFT'` �, U SURVEYOR !° ,, U Nathan Taft Corwin PROPOSED SPA STEPS f i^ .) ,.(3'-00')al i= II 1586 Mein Rd,Jamesport, /P p' SPA'• - •B.FP II BI�(},},721 0 t1` °• II ====�c000llve .cc v II 1 EXISTNG DECK t i SEP L!21 V-111/2' 1.•61 TA', 11 6" SN, :r Southold Town ``\ 1 SPA PLAN DETAIL ISAAC - RAE 11575 Main Baywew Road Southold,NY 11971 Contact;Isaac Clay Coffey a - NYS LIC9039767 3-TH'CK BLUESTONE DRY COPINGT347-276.5093 E CIey@ISaaC-rae COED W/SANDELASTEO FNISH g FINISH GRADE * y cr Y S•LAYER OF TOP SOIL ,'LAYER SETTING BED ^,.^,•• .ori; -PER CONTAINER 1700 INLET RD q CLEAN COMPACTED 9AND BACKF r% 00^i'i r��r,=� ir• SPA F,NIgITO MATCH POOL FINISH f-y REBAR LAYOUT PER CONTRACTOR '1.•y,�`%;:' �r�:%i^;�`r�;r' r '� SETBACKS ANGLED 1700 Inlet WaySouthold,NY 11971 Lv JANDY HYORCGOOLLED SPA �--^•i"','%,?-r••,;'�%�fir='��"%'-+ APPROX I'TILT PER FT p RECESSEDLIGHT SET OTILED N'CHE r •�JTO �''''F" '�'/"�'i.sem '•� W'HY RD THERWATER APY LINESPPLY RAPY JETSPmitI No IR-02 CHANNEL DRAN SET INTO TILED d1%: %✓r%^�� � . NICHE•AQUASTAROR EQUAL =. - 5,:!-' P7:,.r Seat/S�nahue. (TO NYS POOL CODE) 12-(MIN)LAYER OF COMPACTED '•x -r n TRAP ROCK SPA REFERENCE PLAN 3 SPA DETAIL CROSS SECTION g� i Date. stele Drvft Tft a SPA DETAILS 0 Nm D—irg NO O A- 1 04.00 ------------------------------------------ ---- NOTES �- DRAWINQ ISSUE 9'-g 12' 4'•101 2:y 7/y NO. DATE UW FOR 7 l 8'•211Y 1 Oinoa]I 9aurrolD DDBF�EwEW 2 3 4 6 1 \ a 1e m Z MEA M6 B MEC MED q ME E ME i MEO s — TNAR APFtICl1nON Ui APPFIOVED ONLY FUNYIORR INDICATED ONMEAPPLIGNETION SPEgFlGnON BMEET ALL OTR IMTIERB 6NOWNA1119770 BR RELIED UPON,ON WBECONS1BRE0AB8TMBpAQAPPROVED0RIN ACCORDANCE WIN APPLICABLE CODES pp 0WINDOW LEGEND S - SURVEYOR Nathan Taft Corwin ,,tNh�y am Y —CI.--J'—e_II�,Po [1�UJJ� r§t WweDYYBpE b el (C LNM F—VME pAgR WOM IEmMr BR�pR� .—.Tm CPEPAT- l-- TYPE CAl1M 3�'•512• vn�m.nwneeRa.m e.,n.Ewrn A Y9 p8Y1- IXO GEem+r+vn� 1j I Ie vum.o..,.rt.P.w,B.,oEumr a ]Y Ic rPY+ Eza GERrePfw� c DCORA 1 1 mwCMwnnsVwln 6A�.IW1AfE L S fp IEly GS VE31r]WWF FO@D I I DDOge 1 ] YA ---"-E— E ]]pz Y i38' IX} CASENEMaWNC WN]C'wPRDMlEVDVID SEP 3 2021 TOTAL Wl�v Cr<nertYau e— ¢p }i]e' @AO CAeEYBJrtYAW YYPODrYY ROMEJWD 21 1 VA>oROvnrt]AM1NElro D S Ip }]3Y IXO CAECNEV1reY10F YmLtAV3 PDHFEVDIW g F e r Southold Town DOOR/WINDOW SCHEDULE NOTES Boar o+ of Trustees 1 AU E%RgIOP PENEMWTIWBroINver«e iOLLOWINO aDNEW A(ChtteCt of ROCOrD F . A uvuuE.]E ISAAC - RAE C ECMNIq ABAPPROVFD CDN11t1MOPMPRDVI[C 6KF WUWIND9 EEWR"c PUP61A9WEALLWWpOWBAN)DOg1E g CCNIMLIOPTOPPO EO 1.5 A MAATEDNCIpOY!PROiFCI#}I BTMfiiw i11EFC1iB OFILWtAR HYRRGNE CIAIrMID DDORA SORB 8 AmiIY R�OC1�iPo°MEenT6PE�FlE9IXlTMEeEgMwWDeAPFNEECEDFDRFpDVPEBNEEe1V/0.91WOdiDER 11575 Main Bayview Road uwreaeRo:awrTor�Arfermaxoir«E,tRCMnEmPanR rorM6 DOPPSE 9 CUr6«RTEFORAILNAi0.v/gETO�&15tRT©9YlMc COMPACTGgT0T1E ARDN[ELT:CRFPIALREYA'NP Southold,NY 11971 e ALL wWAtWPCg9 NID WYD tV6ARETONATCM El05rrb CETM6NN Eil1WD MlAW/APE Contact,Isaac Clay Coffey NYS LIC#039767 a T 347-276-6093 E clay@ Isaac-rae com DOOR SCHEDULE 1/4"=V-0" pmIxt- 1700 INLET RD 1700 Inlet WaySouthold,NY 11971 Prej=ND IR-02 See S19naiure, R1rDAR 0 97 N9TF OF NE��04' 29 Date Seale AMM Draweg Title DOOR AND WINDOW SCHEDULE rn r- Drew4g No A-500.00 tp6MYWMW NOTES I DRAWING SM DATE ls3u cy i twDa�.a.R„ --- —--- z T 66 b TMt AVPIICAIpIN tiMMDYrppKY tqa MCit\ '9t Y � WgGiID W TK AORr MMI MC nfATIP1 SYtkT.ALL 5 mn[�+t^Trzln sTwvn ua rai 7-t o.116 kVM10 at 3 7 t ACCDAD.wCt n*AP01 .N."--"M. S 1 SURVEYOR f Nathan Taff Corwin 1586 Main Rd.Jamasport,ii NY 119 l U l'J Tal` ii14,-9 I !� 3 2021 Sai Ithnld,T+Mn Amr-1-or.c-43oard of Trustees yy,u, .k^ ♦^� .rISAAC — RA ! I 11675 Main BW*w Road Southold.NY 11971 p ` Y I NYS LICOD39767ay CoRsy n T.347.278-Bo93 E.aIa laaac+ae.'oxd 1700 INLET RD 1700 InWt VJaySouthold,NY 1101 IR-0�D IR-02 o a N ri^jr5 ' �'I K 6 � , a r 3� Da du,lne S'" Drsvmq SITE PHOTOS +r � m Drannq Nc s a A-000 W~ � ��� �y'tt\ `; N.:� '�'�EF_l� �.. �.s• 1 k •�, ��'9, Tri ��. T �+'�*.T •rte 1}'.` �y �����t �^��! .• � � yo vp i� � _ R+� Vii, .� �.• � +�„ Yrs is g; la r r vy'. •r^�� I I� I. i ill _ , 4 1 Gz � r i ♦ E r, E C E I V E NMtlns ----- _.01@ R - i -- , CEDARBEACH MRBOR � � •` t i _moi Oµ. , \� AUN - ass O - •, Q ceonR i a "^ ,a .. f HOG NECK BAY �- a� "�' "'" •" """•" --"— NOTICE ?' COUNTY OF SUFFOLK © N p -OLD SECTIONNO E Real Property Tax Service Agency Y NEot ____ ____ __ i unNpmvwwnua.Nvttpt 92 p .. -•^n r . >'�'H.r —_� ��.' —_._— o....._—�_— n.. . x ••�"ar:ad t.r P rw Lt xo t000 PROP[RtY MAP J OFFICE LOCATION: ��®F S®���® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 NTY, 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 Glenn Goldsmith,President jn 4 .: Town Hall Annex A.Nicholas Krupski, Vice President 54375 Route 25 John M. Bredemeyer III 4� _ , P.O.Box 1179 t c Southold,New York 11971 Michael J.Domino ? c� �� .. �y -, " ; _ ,gyp- Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application O U Wetland Permit Application V _X Administrative Permit Amendment/Transfer/Exten�jo3n/Z' X Received Application:_ `7 SEP 3 2021 Received Fee: $ WAV Completed Application: �2�_ Southold Town Incomplete: Board of Trustees __SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ oordination:(date sent): LWRP Consistency Assessment Form Sent: _ —�AC Referral Sent: Date of Inspection: �!3•?�_ Receipt of CAC Report: Technical Review: _ Public Hearing Held: 119•Z0 Resolution: Owner(s)Legal Name of Property (as shown on Deed): David and Elayna Kaplan Mailing Address: 1700 Inlet Way Southold NY 11971 Phone Number: 347_276_6093 Suffolk County Tax Map Number: 1000 - 92-01- 07 Property Location: 1700 Inlet Way Southold NY 11971 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Isaac Clay Coffey Mailing Address: 430 Main Street Greenport NY 11944 Phone Number: 347276_6093. Email: clayCisaac_xae corn Board of Trustees Application GENERAL DATA Land Area(in square feet): J6,445.16 Area Zoning: R-40 Previous use of property: single fami!X residence Intended use of property: single family residence Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? . x Yes No If"Yes",be advised this_application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes x No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure (s) on property have a valid Certificate of Occupancy? x Yes No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? x No Yes If yes, provide explanation: Project Description(use attachments if necessary): 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 that will replace deteriorating 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 following 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. Board of Trustees Application WETLAND/TkUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To repair and update the exterior facade of the existing single family residence and add decking to connect existing decking. Area of wetlands on lot: o _ square feet existing building coverage=2,915sgft Percent coverage of lot: 19.8 % proposed building coverage=3,264sgft Allowable coverage=16445x.2=3,289 35.5 ft from Closest distance between nearest existing structure and upland edge of wetlands: bulkhead feet 33.7 ft from Closest distance between nearest proposed structure and upland edge of wetlands: bulkhead feet Does the project involve excavation or filling? x No Yes If yes,how much material will be excavated? n/a _cubic yards ; How much material will be filled? n/a cubic yards , Depth of which material will be removed or deposited: n/a feet Proposed slope throughout the area of operations: o_ Manner in which material will be removed or deposited:, All materials will be brought on site by construction crew to build decking Statement of the effect, if any, on the wetlands and tidal waters of the town that may result.by reason of such proposed operations (use attachments if appropriate): There will be no effect of the tidal water adjacent to this 12roper1y,as there is so 51abstantial change to the building or facade that will impact the waters.The additional decking that is proposed lies within the existing envelope of the house. 61Z20 Appendix B Short Environmental Assessment Form -Instructions for.!Lompletine Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification, Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: 1700 Inlet Way Southold NY 11971 Project Location(describe,and attach a location map): 1700 Inlet Way Southold NY 11971 Brief Description of Proposed 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 that will replace deteriorating 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 following 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. Name of Applicant or Sponsor: Telephone: 347-276-6093 Isaac Clay Coffey E-Mail: clay@isaac-rae.com Address: 430 Main Street,2nd Floor, City/PO: State: Zip Code: Greenport NY 11944 1.Does the proposed action only,involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 11 El 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? .378 acres b.Total acreage to be physically disturbed? acres c. c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? y8_acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial [J Commercial ©Residential (suburban) ❑Forest ❑Agriculture EgAquatic ❑Other(specify): 5 ❑Parkland Page 1 of 4 i 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ F—RT 11 b.Consistent with the adopted comprehensive plan? a oU ❑ 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental'Area? NO YES If Yes,identify: The property falls within the Cedar Beach Point area on the state's Critical Environmental ❑ Area,located on Great Hog Neck in Southold. 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES C b.Are public transportation service(s)available at or near the site of the proposed action? D El c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? tNO YES If No,describe method for providing wastewater treatment. ( X 12, a.Does the'site contain a.structure that'is listed on either the State or National Register of Historic NO 'YES Places? F b,is the proposed action located in an archeological sensitive area? ❑ = x 13.a.Does any portion of the site of the proposed,action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? x b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? n If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: t� �t 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ©Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 1``� 1 `► 16.Is the project site located in the 100 year flood plain? NO YES x 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to'adjacent properties? Q NO ❑YES ❑ I.x! b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO AYES storm dramage for eclang will-use the existing gutters and leaders to existing dryweUs Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: {'j J� F } f 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO- YES completed)fdr hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE REST OF MY KNOWLEDGE Applicant/sponsor name: Clay Coffey Date: 8/4/21 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer, When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? L.J 3. Will the proposed action impair the,character or quality of the existing community? LoJ 4. Will the proposed action have an impact on the environmental,characteristics that caused the establishment of Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? j-1 }-- 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate (� reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: El a.public/private_water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed,action impair the character or quality of important historic,archaeological, L El( � t architectural or aesthetic resources? j_. 1 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater;air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large -impact impact ' may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage f`•--1 Q problems? 11. Will the proposed action create a hazard to environmental resources or human health? Q i Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part Z that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action,may or will not result in a significant adverse environmental impact,please complete Part 3, Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. { t Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Dafe President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustems Applicai:ioan AFFIDAVIT d �-A Q tIAO BEING IDULY SWORN I't1lI;;�OSES AND-ArIMIIRMS THAT HE/;S:iIE IS THE APPLICANT FOR THE ABOVE ]DESCRIBED PERA11IT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ,A,RE TRUE TO THi,HEST OF HIS/HER.KNOWLEDGE ANI) ]BELIEF,AND THAT ALL WORK WILL,1,3E DONE IN THE MANNER SET FORTI-I IN THIS APPLICATION AND AS MAY BE APPROVED BY TIME S'OUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF S,011JTHOLD AND THE 1I0ARD OF TRUSS 8ES HARMLESS AND FREE FROM AI( AND ALL DAMAGNES AND CLAIMS AR.ISUNG UNDER OR BY VIRTUE OF SAID 1"ERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZIE THIE TRUSTEES,THE,IIR.AGENT(S) OR R19PRESENTATIVES,.INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERT1,TO INSPECT THE PFLEMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION, I FURTHER AUTI-'COIf,':IZE THE BOARD, OF ]F RUSTEES TO EN'ttR ONTO MY PROPERTY AND AS)REI QUIRED TO INSURE COMPLIANCE W)tTI-I ANY CONDITION OF ANY WETLAND OR COASTAL, E'R,OSION PERMIT ISSUED BY THE BOARD OF TRUSTEEIS DURING THE TEII�m OTHE PERMIT. Signatu -ly Owr> Signature of Property Owner S,YtNORN TO BEFONE I'V(E THIS 13 DAY OF 20�� t Ttary F-A11)1ir JAMES DECIUNS Notary PublleStcdcl of New York NO,02DE61811087 Quailfled In Nassau County My Commisslon Expires NICuch 10,20 rN 4 Board of Trustees Application AFFIDAVIT hiAy t b + -E LA\l N-A >��VLA N BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD.WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature f roperty xn�er Signature of'Property Owneit SWORN TO BEFORE ME THIS� ,DAY OF A c.t ,20j. 1 _ 4Notlic JAMES DECIUDIS Notary Public State of New York NO.02DE6183087 9uaimed in Nassau county Ll My commission Expires March 10,20_k APPLICA NT/AGE N'r/REPRESE'NTATIVE TRANSACTIONAL DISCLOSURF,FORM T11",—Town ofso—otholcP3 Cq4-c—of officers and employeia.The pumase –f i q this rorrn!LLOprovide Lrrcymrv+on the tnLt2if to take whatov r action.1 neccssar�to avoid same. YOUR NAI%4E: AV LA _j (Last name,first narne,pikidle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance. Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"OtW',name the activity.) Do ybu personally(or through your company,spouse,sibling,parent,or child)Nxve a relatioiiship with any officer or employee of the Town of Southold"? `Rclatiorsfiip"includes by blood,marriage,or builness interest."Business;bite-rest"means a business, including partnership,hi which the town officer of elliployce lws ey4ji a partial ocdncrship of(Ol-driPloyniertt by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold -—------- Title or position of that person Describe the relationship between yourself(111c,applicajitl-,)gloiit/tepreseiitative)and the town officer or employee.Either check die appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): the owner of greater than 5%of the shares of ibe corporate stock of the appllc�Iit (-%hen the applicant isa corr/Or"6041); rate entity(when the the legal o0wrieficial owner of any interest in a non-carpo applicant is not a rorpoiatiln), an officcr,director,partner.or employee of th.�.'.Ipplicant,or the actual applicant. DESCRIPTION OF RE LATIONS141P Submittl1i davof S-ept, 20;41_ �iEItatti Print Na.-�-- Form TS I Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) AIJ owners of the property identified as SCTM# 1000-_ 2�—Q 1 --0 _ in the town of S V4�1 01C _o________ ____ New York, hereby authorizes $a A C _-C 1 o ; i A to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. i I y � Property Ow&d Signature Property O<iner's Signature SWORN TO BEFORE ME THIS _ DAY OF Not , ublic JAMES DECILMIS j Notary Public-state of New York NO.020E6183087 9uallfled In Nassau county4 MY Commission moires March 10,201 Board of Truste:es Appliozii:16n AUTHORIZATION (/here the applicant is not the owner) DAVIb KAPLAN owners of the property identified as SCTM4 1000-_ 92-01-07 in Ille town of SOUTHOLD _ New York,hereby authorizes ISAAC CLAY COFFEY R.A. _ to act as my agent and handle all necessary work involved with the application process for permits)From the Southold 7'ovvn Board of Trustees folr this property. Property O jr Si�,natiire Property Ovwner''s Signature SWI' S,'WO}2N TO BEFO1j ,i4IE THIS_ 1 DAY OF20 Notary Public JAMES DECIUMS tdofaryPugllcSfateof New York N0.02DE6183087 OWialifled In Nassau County my Ccairmsion Expires March 10,201 eJ APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The To%vn of Southold'sCodp,ofEthigs,prohibim convicts grintgrost on the j2art o town officers and cmRloyees.The numse,of =this form is to Drovide information which can alert the townssib a only f interest and allpw it o take 3Xhatever action,i usEescm to avoid same. YOUR NAME: ,Clay Coffey (Last name,first name,Middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee x Change ofZone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (lf"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or childjhave a relationship with any officer or employee of the Town of Southold? "Relationship"includes by-blood,marriage,or business interest.�Business'mtcrese'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a,corporation _ in which the town.offrcer oremployee owns more than 5°/9 of the shares. YES NO — X if you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.`Either check ' the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner ofgreater than 5%of the shares of the'corporate stock of the applicant (when the applicant is a corporation); $)the,legal or beneficial owner of any,interest in a non-corporate entity(when the applicant is not a corporation); ;C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 4 day of August 20 11 Signature Print Name Clay Coffey_ Form TS 1 Town of Southold LWAP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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 Review1aw. 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 dsed action will be evaluated_ as to its sigaificatit beneficialpgdadvLersq,gffects Won the coastal area Cwhich 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 a -lain0d Im detail listing both syMgaing and non- sun,ortigg 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# 92 01 - 07 PROJECT NAME 1700 Inlet Way The Application has been submitted to (check appropriate response): -- Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital El construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,.approval,license,certification: RX 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 tFiat will replace deteriorating parts ot flie Home including exterior siding,windows and doors. This project also includes the proposed addition of 410 square footage of wooden decking coniprised of the following 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 ss 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. i I P Location of action: 1700 Inlet WE Site 4cieage: Present land use: single family dwelling, residential r Present zoning classification: R-40 t 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 any: , Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes EJ No Lx If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the-form be returned for completion. 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. Ellyes 0 No n Not Applicable This project retains M6 existing community character,preserves open space,m es efficient use of infrastructure y updating an 'improving o y tarie-ted aspects of the home. The Ming will a rep acing the existing deteriorated wood and doors and windows will be updating outdated and poorly functioning ones.The outdoor decking and spa additions are mindful of the adverse effects of development by staying within the existing footprint 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 No R 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 LWRP Section III–Policies Pages 6 through 7 for evaluation criteria ❑, Yes ❑ No ❑ Not Applicable This project enhances visual quality by investing in key updates to the house to rehabilitate the overall aesthetic b miacing the old siding,windows and doors of the home. It will restore deteriorated and remove the degraded— visual e radedvisual components (old windows and doors, shabby siding). The neKly proposed wood decks are sized ?Lppropriate!y considering the existing house and site's scale. Attach additional sheets if necessary t NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III–PoIicies Pages S through 16 for evaluation criteria RX Yes ❑ No ❑ Not Applicable The proposed project is sensitive to the Peconic Bay adjacency on the south side of the property. The construction is focused on only updating the existing home in wa s to rehabilitate deteriorating arts of the home. The proposed new decking is designed in a manner which will not impair protective capacities of natural protective features. Citing is the furthest distance that is possible from the water's edge.All decking connects with existing decking around the-home. 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 " ❑ Yes u No 1 x Not Applicable The proposed project does not impact water qu ity and supply. The prop'osed new decking wiU not create stormwater runoff because of the permeable wooden slat material. Therefore there is no net increase of runoff and the existing house has unimpaired stormwater runoff conditions due to existing leaders,gutters and 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. RX R R Yes No Not Applicable The proposed project 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 ana intact to retain funEtiRs and benefits associated with the non-vegetated beach wetlands.The distance between proposed decking and tidal wetlands 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. LX.J Yes Q leo[:] Not Applicable This proposed project will not impair air quality in any way. Therefore it will support the continue protection and improvement of air Quality in the Town of Southold. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes 1:1 No'E] Not Applicable This proposed project does not involve any alteration ot or handling of solid wastes-AnZr hazardous 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 III—Policies; Pages 38 through 46 for evaluation criteria. Yer-1 No 0 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 �j WORKING 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 M Not,Applicable Th•s 12ro.ject d=ngt inWrfere. u d's - 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. �--� Yes ..❑ No 1:1 Not Applicable t XJ This adjacent tidal waters to this project site will remain untouched and not impacted. The existing bulkhead will remain untouched. The pr9ject does not interfere with the sustainable use of living marine resources in Lon Island Sound,the Peconic-Estuary and Town waters Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LAW Section III—Policies; Pages 622tthrough-65 for evaluation criteria. 1-�-1 Yes n No❑ Not Applicable The proposed project takes place on an existing developed residential lot with an existing home and does not take on any significant renovation or construction.Thezefore it su orfs the continued Erotection of a ricultural lands in' the Town of Southold. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria. Yes ❑, No ❑ Not Applicable The proposed ro•ect does not add any significant energy burden to the property and there is no adverse environmental impact on ener ,or mineral resources due to this ro osed project. PREPARED BY TITLE RA DATE 8/4/2021 ISAAC-RAE STUDIO 11575 Main Bayview Road Southold, IVY 11971 September 9, 2021 Southold Town Trustees submittal for: SCTM# 100-92-1-7 1700 INLET WAY Southold, NY 11975 Hello Elizabeth Please find enclosed our application for a tidal wetlands permit for 1700 inlet way. We thank you for your time and consideration. Please feel free to contact me if you have any questions or need any additional information. Thanks Again, Clay & Margot Coffey ISAAC-RAE D E C E [ V E clay@isaac-rae.com Phone: 347-276-6093 SEP 3 2021 Southold Town Board of Trustees