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1000-68.-3-2
OFFICE LOCATION: ®e� S® 1 MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 256 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 ® a® C®UNT`4,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 13, 2024 Re: LWRP Coastal Consistency Review for PABLO LEON SCTM# 1000-68-3-2 PABLO LEON requests a Wetland Permit to construct a proposed 4'x±62' set of timber bluff stairs in the same location as remains of existing bluff stairs (to be removed), with minimal impact to the vegetation and environment consisting of 4'x±4' landward steps to a 4'x8' top landing to 4'x±23' stairs to a 4'x4' middle landing to 4'x±22' stairs to a 5'x6' lower landing with 4'x±12' stairs to beach; all wood to be lumber CCA, U.O.N. with galvanized hardware. Located: 1400 Salt Marsh Lane, Peconic. SCTM# 1000-68-3-2 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 and the records available to me, I recommend that the proposal is INCONSISTENT with LWRP Policies Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. 1. The rate of erosion and instability of the bluff prevents the safe construction of structures on or near it. 2. The use of CCA-treated wood in construction with human contact is a health risk. 3. Public beach access is available at Goldsmith Inlet just east of the parcel. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney RECEIVE® Town of Southold FEB 0 7 2024 LWRP CONSISTENCY ASSESSMENT FORM So 't o Town' Planning Board 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 Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed -action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold-Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,-each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 68 .3 -2 PROJECT NAME Pablo Leon 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 ❑ construction,planning activity,agency regulation,land Iransaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: a Nature and extent of action: Construct a second,floor bedroom/bathroom as per drawing, convert bedroom on first floor for office space. No change on number of bedrooms use or occupancy. Location of action: 1400 Salt Marsh Ln,Peconic Site acreage: 0.434 Present land use: Residential,single family Dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Pablo Loen (b) Mailing address: 1095 Verbena Ave Merrick,NY 11566 (c) Telephone number: 516 319-4705 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ 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. aYes ❑ No a Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable a 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 0 Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 5. 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 ❑ No ❑✓Not Applicable 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. ❑ Yes ❑No 7 Not Applicable a Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑No Not Applicable Attach additional sheets if necessary Policy S. 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 ❑. No ❑✓ Not Applicable 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. ❑ YeLl No❑✓ Not Applicable Attach additional sheets if necessary 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 ❑✓ Not Applicable 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❑✓ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable 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 PREPARED BY Pablo Leon TITLE Owner DATE 7/23/2023 EngineeringE:I v Rockville Centre,NY.11570 486 PL Sunrise Hwy.Ste 1 ` (516)599.0136 �info@plengineering.net 57 Design (� January 26,2024 Town of Southold D IS C E J V E Board of Trustees Southold Town Hall 53095 Route 25,P.O. Box 1179 JAN 2 2�24 Southold,NY 11971 RE: Pablo Leon Southold Town 1400 Salt Marsh Ln Board of Trustees Peconic,NY 11958 We hope this letter finds you well.We are writing to formally submit a permit application for the construction of a residential addition to our property located at 1400 Salt Marsh Ln Peconic. The proposed project involves adding a second story to the existing one-story light frame construction residence.The main objective of this addition is to create more functional living space while maintaining the current number of bedrooms.The key elements of the addition include the installation of a set of stairs,the addition of a master suite on the proposed second floor and the creation of two open terraces. The details of the proposed addition are as follows: Basement Level The basement level with dimensions of 40'-2"x 24'-5"will remain as existing with no change on its footprint or configuration. First Story The existing first floor of approximately 1,163.03 square feet of gross area will not change on its footprint. The existing first floor involves the main living area of dimensions of 40'-2"x-24'-5",one existing den with dimensions of 9'-11"x 18'-5"which is the main access to the residence and wood steps which remain undisturbed. One of the existing bedrooms will be converted to an open office allowing for the installation of the stairs to access the second floor. The bathroom,kitchen,two bedrooms and Den will remain undisturbed. Second floor(36'-2"X 24'-5"L shape) The proposed second floor addition of about 822.94 square feet(gross area)will involve the construction of one master bedroom with a master bathroom and walk in closet. We are also proposing the construction of two open terraces,one in the front of the house and one in the rear section of the house. The open terrace on the front of the house(I F-11"x 5'-0)will have direct access from the master bedroom and will have an area of about 59.756 square feet. With the addition of this terrace the client can enjoy the woods on the front of the house. The proposed open terrace in the back of the house(24'-5"X 8'-0")will have an area of about 195.20 square feet will give the client the possibility to enjoy the view of the sound.4 feet of this terrace will be in cantilever and will intrude on the existing rear yard. As per zoning code the open terraces are not included in the gross area calculation as notes below: Construction Management Design&Build Engineering,Architectural&Sustainable Design 1 Fire Protection System Design r `E_ PL Engineering, P.O. Design&Build www.plengineering.net Gross area Calculations Existing basement gross area 980.88 s .ft. Existing Ground floor gross area 1,163.03 s .ft. Proposed second floor 822.94 Total gross area 2,966.85 s .ft. Permitted gross area 2,100 sf plus 12.5%in excess of 10,000 sf up to 2,100+(8,914.56*12.5%)=3,214.32 sq.ft.which is a total of 3,350 sf max. I more than the proposed 2,966.85 s .ft. There will be no change in use and the number of bedrooms will remain the same. New I/A OWTS system will be installed as per Suffolk County Department of Health Services(SCDHS) Standards for Single-Family Residence Sewage Disposal System. New I/A OWTS system shall be fully approved for use in Suffolk County by SCDHS. New I/A OWTS system shall be(1)FujiClean CENS or approved equal,which provide minimum 400 GPD for 3 Bedroom residence as per SCDHS Standards. We are committed to ensuring a smooth and efficient construction process while adhering to all building regulations. Your support and expertise in this matter are greatly appreciated. Thank you for your attention to our application. We look forward to the opportunity to enhance our residence and contribute positively to our community. If you have any questions or require further information,please feel free to contact me at 516-319-4705 Sincerely, Paul A. Leon, P.E., CEM, LEED AP Construction Management Design&Build 2 Engineering,Architectural&Sustainable Design 3rotection System Design ....................... ....................._......-...................................-......-_--_.--................_......._.__.._._..._............—..._................. ....................... _....._.. _................................................ .._ -............_.__....... ..------.............---.....----.....---------------.....1400 SALT MARSH LANE _ _- _ - N SHEET INDEX ADDITION _ § =" ---------_------------- -- .-........--._...... -- ---....- - ._...- --- - - - .....--------------..........----- ------------------ -...._. § - � TITLE - - - - - -- .._.-..._...................... - ...... - -....—._... -...- _............-- -- - ...... -- - -._........... I_." _ .:- * ! R --- ------- --TA -.. LEON RESIDENCE A-WO GFTL HOTELS,ZONNi7 DATA 1 �A A WI CRA3u w nJw 1400 SALT MARSH LANE GENERAL NOTES & CONDITIONS J �6- iw awu�ULAMINDeOLITCHna+e PECONICNIY11958 F. _._.................. ............................................._..................... ......._......_..........._....................................... ° 1�19�E e . /� �'�+ ! a-To3 FAOPDeFs woRic ww -- N,+51` A-164 aULOM 6ECTIa* NYS RESIDENTIAL CODE \p 9 a Toe 6WLDNGEttvaTlDNs R30D DEGKd4. FAOTENjjrmL -\ I A-YJi, DWA0.6 d11LDMCaO AND STRUCTURES,AND ALL PARTS OF THEREOF,SHALL BE WHERE POET OR BEAM OR GIRDER CONSTIIICTION IS USED TO 8UF'PORT FLOOR I ........ -----' ------------------------- CON6TRUGTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE FIRMING,IR ITIVB CONNECTION SHALL BE PROVIDED TO ENSURE AGAINST \ . ....... \ j LOAD$,ROOF LOADS FLOOR LOADS,ENOIU LOADS,WIND LOAD$AND SEISMIC UPLIFT AND LATERAL DIMLACEMENr I y i .......--- .............._..__............----..-.-.---.......__............ ISSUE LOADS AS PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF BUILDINGS AND I ....._.. - ---- --- --------' ----- d, .... .. STRUCTURES SHALL RE6LLT IN A SYSTEM THAT PROVIDES A 00111PLETE LOAD WALL CONSTRUCTION SHALT.BE CAPABLE OF SUPPDRTMG ALL LOADS IMPOSED N DATE FOR PATH CAPABLE OF TRANSFERRMfa ALL.LOADS FROM THEIR POINT OF ORIGIN ACCORDING TO SECTION R301 AND OF T"WITTNG THE RESULTNG LOADS TO do\ '� ��. ..'.... THROUGH THE LOAD RE81erMG ELEMENTS To THE FGWDATIONL THE SUIaPORRTNCG STRUCTURAL ELEMENTS - ..."...........:.:.. .. R30�L OEBI[�4 CRRER[A. Rb02b,DRILLING dI4D NOTCHING-STUD&, O. ............. .......' -....- CONSTRUCTION N REGION U)ERE THE BASIC WIND SPEEDS EQUAL OR EXCEED APPROVED STUD SHOES MAY BE USED UFffN INSTALLED IN ACCORDANCE WITH ------- --- ll0 NIFFFN SHALL BE DESIGNED M ACCORDANCE WITr. h64NPAG11lIER'S RECOM•ENDATICN.SEC iYP.DTL ON THIS SWEET. .... .. .... � ------ -------------...------.---------..........--....-_-- . AJ.MtERICAN FOREST AND PAPER ASSOCIATION(AF•PA)WOOD FRAME j :.... .. CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DUE1 1 Waas(UFGM)HIGH ROOF AND CEILING CON8IRUGTION eFRAd.BE CAPABLE OF SUF'PORTMG ALL :... .'...... . .....::.::. ..: :........ WIND SPEED EDITION(OR) LOADS IMPOSED AC:COIDING TO SECTION R30i AND CF TRANBMITTRYG THE .... ... .. ...._ .—. BhMMIMJM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE(ASCE T) FEBILLTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. j R602JI.ROOF TIE DOIW. ..._- THE WOOD SOLE PLATE AT EXTERIOR WALLS CN MONOWOLITHIG SLAM AND ROOF A66E N IE6 SUBJECT TO WIND UPLIFT PREG6UFEB OF 2 PSF OR GREATER I ...:.�:::.':. ....:.. .:.... '.... UL70D SW.PLATE SHALL BE ANICHRORED TO THE FOUNDATION WITH ANCHOR AS ESTABLISHED IN TABLE FW12(2)(COMPONENTS C.ADDNG LOADS ._ ..... .. BOLTS SPACED A MAXIMA OF V-0' POR TWO STORY STRUCTURES OR 6'-0'ON TABLE),ADJUSTED FOR MIGHT AND F�001UR1e PER TABLE PW12(3)SHALL HAVE I -.::... ...:..::..:::..:.:: ': ::...... ..... ABBREVIATIONS ----------------- --------------------------------- END&ABBREV CENTER FOR ONE STORY...A NUT AND IWIBHER LLWSHER SHALL BE TIGMENED RAFTER OR TRUM TIES PROVIDED AT BEARMG LOCATION.IN ACCORDANCE . ON EACH BOLT TO THE PLATE. WITH TABLE 6®711.A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT i .....>...............- NEw WALL-REFER TowAu THE UPLIFT FORCES FROM THE RAFTER OR TRUBB TIER TIES TO THE FOUNDATION i \ PARTITION SCHEDULE FOR;:. GENERAL NOTES I CONSTRUCRON TYPE L THE PRvp0SEp WOW HAS,MEI-N D OMIT AND MUST BE FEIRFOIQMW N M 11-E CONTRACTOR WILL BE RESPONSIBLE FOR THE ACTS,AND OMISSIONS CP ALL I � I 0 DUSTING WALLTO REMAIN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NTT,20M ENEMY HIS EMPLOYEES MID ALL SUBCONTRACTORS,THEIR ACENIM EMI-LOYEE6 AND CONSERVATION CODE OF NYS AND ALL APPLICABLE MILES AND REGULATIONS ALL OTHER FED PECFC br-'i ANY OF THE WORC UNDER A CONTRACT WITH ! \ S \ i i A1BNG wnuro BE DEMOLISH® t�� [�ry7� 2- ALL WORK SHALL BE PEIRFORI'FD N STRICT ACCORDANCE WITH THE RCNYB,TOWN THE C2MACTM THE CONTRACTOR SWILL BE FULLY INSURED WITH LL41NLIIY \ :9 \ I'- �! ., � N OP EASTCHESTi R BUILDING DEPARTMENT AND IN ACCORDANCE WI1H ALL TRUES AND WORERS COMPENSATION. � i t: � _y !!�� TUTU � r AND REGULATIONS OF ALL LOCAL.AGBr ZO DEPARR'QM OR LAW 14AVM i3. THE carrRAcloR SHALL BE REST�NBiBLE FOR ADEQLUTElY BRACING'AND \ � Fx.uD \ I �, , JURISDICTION OVER ANY POR11CN OR SPECIFIC F94M OF THE WIJRC THE FFWW:CTMG ALL WOW DUIRM CLNSTIBUCTION ACOUNST DAMAGE„BRI=AHCAC�, i- 8TT-P8 +H:C FINISHED FLOOR UEva { CONTRACTOR 694LL COORDINATE THE WORK WITH PUBLIC UTILITY COMPANES COLLAPSE,DISTORTION AND MISAI-194 L3QG NEW CONNECTION POINT HAVNG JUIBDIGi1Q1 It THE E4CGIN EEMR SHALL NOT BE RE&°OrBiBLE FOR THE�ORMANCE OR THE ....... ^ :.• 1►D -I r 3. ALL W7RC BHal BE M ACCORDANCE WITH 7HE IEBDErT1AL CODE OF tr@U IUORK OF TIE GENERAL CONTRACTOR OWNER OR ANY OTHER SUMCCNITRAGTORRS \ EMSTING'.. ..::.; .,:"`<. \ - ' O23 / YOW STATE 2020 EDITION,AND ALL LOCH-ZONlrs AND OUILDIG CODER AND NOR SHALL HE GLLARANTEE THEIR FMWCR14NM \ 'ENCLOSED .:"`� �°'� •� SCOPE OF WORK i �,...... WALL TYPE J U L 2 � 2 "-'PORCH i "" aDIaA)rcEe HLAVINYG JUIRISDIGTIGN B. CONTRACTOR BHt4l1 NOTIFY THE ENGINEER IMMEDIATELY IF 1E CANNOT COMPLY ADDITION OF A SECOND STORY TO 4. THE CONTRACTOR SHALL ODTAIN ANY AND ALL F'EAMITB IEQIIRID FORTE WITH All Ps£Q1III3'BrT6 OF THE CONSTRICTION DOCI!'BriO AND THE BUILDING SECTION >:'. : :'.;� ACCOMMODATE A MASTER PEIRFORMMICE OF THE UICW AND PAY ALL FEES N CONNECTION WITH THE CODE OF NEW YOIC STATE ----- --; _ - \ -- o,- r'.. - \- - SHEET NUMBER PROJECT. 3 .. :"i''''::::::'::�::::.::: •' BEDROOM AND THE MASTER ':, I - \ BATHROOM. 5. THE CONTRACTOR WALL GUARANTEE TO THE ODER THAT ALL MATERIALS AND TOILET 4 BATHROOM NOTES. ;ITC :BRI»::;:.. i � NEW DUT uGHr Southold TOum EQUP MENT INCOIRPOR4TE`D N TE WOW WILL BE RED UNLESS O(HERNSE PROVIDE AN DWALST VENT N ACCORDANCE WITH SECTION RW33 OF THE \ NL)US,�i- ;c..;;; %,'EX. NOA"18ER OF BF.DRtOOMB WILL I SPECIFIW,AHD THAT AL WOW WILL BE OF GOOD MIA, NEE FRROM DEFECTS 2020 1RCNY8' � 'i �`:�::'':' GROMDItWTER\�REIIAN AS(3)THREE BEDROOM I Board of TITJstees N AND FAULTS FOR ONE(U YEAR STARTIYa FROM THE DATE GP 8llBSTALTIA. PROVIDE SAFETY GL020`FOR THE WMDQUB ABOVE 11UBG AND SHOWERS N :K' IDENCE iISS CCMPLEDOSI AND ACCEPTANCE OF UIPW ACCOF(DAICE WITH 2O20 TaGTrYB'SECTION'IR9mS.t' I \ P ?. .:__'."•'i I.CI I \ AYP.I2D/DNAC.PAZ&SSEEYMODUR n:f= b. THE CONTRACTOR SWILL SECURE AND C15TAN ALL REQUIRED PER IM AND CA An bS AT ONCUERS AND BATHTUBS TO BE TEMPERED GLASS AND COMPLY :�•::,.- � . ........ ... •I ::..:.,;;;;: LEGRAND 82623-% APPROVALS FROM THE APPROFTIATE ADIINSIRA:TVE AUTI-IORTY PRIOR TO THE WITH SECTION F30$OF 2020 VQCNYS'INCLUDING IMPACT LOADS. v' \ C01 EN CE?'ffM OF THE WORC FOR ALL ELECTRICAL WORK INCLUDING 6WI1CHW^ PROVIDE NONABSORi BENIr SURFACE WRHN SHOUERB TO 6 FEET MINIMUM ABOVE \ CR1NG MOUNTED DUAL TECHNOLOGY UNE VOLTAGE ENGINEERS FOUER RT211F®•ENiS,SERVICE 1RF_(SUIREMENIT',,HEATING Vl3rTILATRCG AD THE SHOWER FLOOR SURFACE. ....... AR-cONomarRYa FEGUIr�"Bdig ETG TO MAIGE THE PREMISES oF73RATONAL PLUMBING UI INSTALLATION.ASSEMBLY,AND EG MENT TO COMPLY WITH THE \ I I OCCUPANCY SBJSOR AND MEET THE PR7VISIOJ6 OF ALL PREVAILING ELECTRICAL C4L CODES AND 2020 PCNYG.FOR ADDITIONAL ONAL INFORMATION SEE PLIMS RISER,PLUMDMG I gas PL ENGINEERING,P.C. NEW 70PIC STATE BOARD GF FIRE IJNDERLRTET7& FIXTURE CLEARANCE ILLUSTRATION,AND PLUMBING;NOTES• \ N-NUMBER 486 SUNRISE HWY.STE.100E 1 IF TEIE 18 A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS,THE ENGINEER HANDICAP ACCESSIBILITY.IF APPLICABLE BY CODE OR IF THE CLIENT I 1 a� j a,-AND , b ROCIMLLE CENTRE,NY 11570 SHALL BE NOTIFIED IMMEDIATELY SO THAT THE 019CIFPAICY CAN BE REQUIRES HANDICAP ACCESSIBILITY,TO BE N CONFORMANCE WIT e-AT TEL(516)599-0136 RESCL-VED.UNLESS OIERUSE INDICATED,N UNTINGG BY THE ENGINE THE VICG'Ant-2011 CODE) ARCH-ARCHITECT IURAL) .... FAX(510)5s&-341s MORE CONSERVATIVE INTERPRETATION O:THE CONSTRICTION DOCUMENTS SHALL CONTRACTOR SHALL STIRILATE AN ALLAUANCE FOR LIGHT FIXTURES,CABINETS, UO 4 17: I I BLDG.-BUILDING INPO@PLENGINEEFUNG.NET FDmNREs' \ I SLATE WALK.....:.:...... I GO.-CERNTCATEOFOC-PAN - APPLY. INL'a _..._..... CONST-CONSTRUCTION S, DO NOT SCALE DRAWING&UMrMN DI•ENBIONS CONRRII'W BY FIELD CGFDmGNB ACCE66CRIE8,DOOR AND DOOR HARDIUA E. ._.\..,...... \ coNT.-coNnNuous PROJECT TaCE P R A DISCREPANCY ARMS BASED ON FIELD CONDmQJB, TILE FLOOR CONSTIIUGTICN.SET TILE ON il'PL I ADHESIVE,LAT17(PORTLAND CL-CENTER E OCKS LT WITH THE ENGINEER BEFORE PROCWDWs WITH U►ORIC OR CIDEMNG CEMENT MORTAR OR DRY SET MORTAR OVER FIBER ROCK'AS MFTR'D BY I � CLG-gBUNG MWTEERAL& USG'OR E(iJAL.INSTALL PER MFTR'S SPECIFICATIONS AND ANSI AW&4 OR CMU-MASONRY UNIT S. ALL SECTIONS AND DETAILS SWILL BE CGNSIDEIRED TYPICAL APPLY FOR AIM".(M 3/4'EXTERIOR GRADE PLYWOOD BASE REQUIRED) AM THE SE AND SIMILAR COrpmONO,UW.ESB OMOW89 SPECIFICALLY NOTED. TILE AT WALLS.SAME AS FOR FLOOR CONSTRUCTION EXCEPT(OMIT 3/4 d \ ..���•� � c NC° WMN AND IN. CONCCRRETE 1400 SALT MARSH LANE W. ATY ITEM CF WOW NECESSARY FOR PROPER COMPLETION OF CONTRICTIOL PLYWOOD AND C'D INSTALL IA'THICK V0110 CEMENT BOARD AS MFTID BY S>.. ... ...._. ..............`., ` DN-DtAM R PECONIC NY WHIOr IS NOT SPEmcALI-Y COVETED ON THERE DRAWINGS SHALL BE USG'OR EOLAL,(ImUMM&CM) DTLISI-DDAILIS) CONSIDEIRW INCLUDED N THIS WOW AND SHALL BE FfFFORMED N A MO ER OPTIONAL,AT WALLS BUPPORTNG CABINETRY,INSTALL IQ'PLYWOOD I .� DWG-DRAWING DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. 61EATHIiCa BEHIND CABMETRf AS A NAILING BASE M-LIEU OF GYPSUM DOARD. _ Ta-EACH IL THE CONTRACTOR GRALL BE ALLY IE6PON61DLE FOR THE SAFETY OF THE OUAER TO SELECT AND/OR APPROVE THE SELECTION OF ALL FIXTURES, \ _ BUY-ELEVATION DRAWING NAME U FUDLIC AND THE PROIEIRTY DRNG C4"IN UGTION OPERATIONS,A UNTIL TIL •CABINETRY,ACCESSORIES, HARDWA RE,AND FINISHES- IORSI•G�EtUSING R. COMi.ETION OF ALL WOF'4C _-� - ``J....._ ....� Ro�F ;.. FA:R"E N GENERAL NOTES, FDN-wUNDAIION ZONING DATA AND 2' PLOT PLAN I MAR-"'` � � � ! FKFl�GUISHDRRCABMET SITE PLAN w 1z L GGALEa Ya4O'-0'LAV _ GYP-GYPSUM HDR-HEADER HT-HaC 1 4 UAr TUB _ I I NANO APPLICABLE DATE: INCL-WCLUDING i I N.B.-NEWBURDING JOB No.: i I N.I.C.-NOTINCONTRACT NETS.-NOTTO SCALE NW 2ND FLOOR Tax Map #: 1000-068.00-03.00-002.000 I P.C�OMCEGdTEi DWG BY.: LYS j PREP-PREPARATION DWG No. EQUIRED x EXISTIIJCG EXISTING KffC� Q97� 4' ,. ,. 2 CO. 2tSNINGCOMPUANCETIA9L£1718E1�fC:f2.4Q! wU WITH A-1 Hi SHD7 O O r-----1-------I-------7----- - - - .. __ 2` �'i 4' ITEM REQUIRED/PERMITTED EXISTWS PROPOSED v� 7-F2f �� LOT AREA(SP) 400M 18,S14D6 � NO CHAYaEUIC 1 OF7 5 .� - LOT WIDTH(FEET) fb0 b0A NO CHANGESEAL 8 SIGNATURE LOT DEPTH(FEET) TT5 2b3J5i NO CHANGE 1ST FLOORI FRONT'YARD MEET) 50 6%5 NO CHANGE ! y,,�/" 7 .L PRIMARY FRONT YARD(FEET) 50 NO CHANGE .��.® O� SECONDARY FRONT YARD(FEET) 35 No CHANGE 0 :3 Co.I . 4 SIDE YARD(FEET) Ib 13A NO CHANGE CO f 0 n i 2' GRADE LEVEL BOTH SIDE YARDS!FEET) 35 3" i NO CHANGE Y EXISTING 2LAl1JDRY I 4 EXISTING 4' EXIBTIrG TO p ` Q :. EXISTING ' REAR YARD(FEET) b0 b0m I 4b.1b X y IXIBTMG 8MC CO.� EXIST APPROVED LIVABLE FLOOR AREA(SOFT.PER DUELLINCG WIT) 680 f' r•-aLU GO.NOUBE SANITARY SYSTEM TRAP EXIST SEDER LOT COVER44£(PERCENT). :. 20 ^ bib I 6.13 5 D( i �rC1p E AGE'EW BUILDNG HEIGHT(FEET) 3b/2b 20 ISTMG EJECTOR FUMP 90 �iiJJ 75629 a NLE15ER OF STORIES 2-14 1 PLUMBING RISER DIAGRAM ,,���,D,�M „���,� 2GTOREG ESSiONP MAXIMUM GRDBB AREA[UP TO 20R000 BF) 19T:16�ys}, I '. .. M&LLATON FOR ALL.IU4TIER 'FlBE►RraLAes IW.FA:croRr LIP To A iota.OF 9;JDO SIP MAX f2ND Ft.00R) , APPLIED VAPOR BARII RTMG AND V v£8 SHALL BE FITTED uV PVC COVERS ...'` ... N _._.._.._.............._ .... -....._.-..._.- ....._..._._ - - - , STORM DRAINAGE DESIGN , qSTORAGE � AREATAG ITEM SYSTCM TAG i RUNOFF AREA TRIBUTARY INCHES OF IN FTC DETERMINED RUNOFF : REQUIRED(FY'� R 1 F UPPER ROOF i 50424 0.95 z.o 1913 vw-I LEON RESIDENCE _-.-_ 01 _ 400 SALT MARSH LANE _-... - ...- -- — -------...-- -- - - - 2 j NEW UPPER ROOF ' - ... — .;.... - I 50524 I0 � 2.0 s42 DW-I PECONIC NY 11958 -- - 0 3 EXI6TING LOWER ROOF j 22236 IID 2D 3't.l DW-I ......-.............................. .......... .—._ — S 76•�4 4 NEW 2ND FLOOR TERRACE i 19520 I.0 2PJ 325 DW-I �5 - EXISTING DRIVEWAY �-----262:17--- .........._0.95.........— -."_....._2ID._.._._.- ____415--""""" DW-I .......... ................................. _ _ EXISTING WALKWAY AND STAIRS(j 1-011ER LEVEL/ ^I95PJ5 0.95 20 3058 DW-I 9 d Issue \N75 p 41J vpLU12 ipsrIra w6RYUML$re�xA� 3�m�;';°: irewr; °,a _ �l-t223 F'� .TOTAL IT'TF?ERVIOUS''AREA .'f894,26 I ...1 .................. _.FILING.... ...................................... I �7-09.23;FILING _-"_-"-----_"------------"_""-""_"""------------ ......... Y�\.............................. .._... .."..- ', I ! .............—................................ ... ie AMEMCANMAD .......... ........ WITH O/6 FRAME W L TTED ....._....._............_.. �� � COYER OR Cl FRAM- SOLID COVER ..." --.: .. Y Y B }L PRECAST GONC. (i-�"-_...._._-....�......:......-...........--�''� .. COKE TOP SECTION SHALLDOME ...."........................ .................... FINISH GRADE ...................... ........................................... - •COORDINATE WITH - RD E DRIVEWAY 71gIaCH _-... . MMYERT Ra .- .. ACE RI--C ..... WRAPPED WITH .... ......•'...... c 'I MIN �..................... ......i.. �' - .. .. ... F .1250. _ _ / , ` tLL'LMD L 2 5 2023 BACKF - RAND /I ..........................NEWCONNECTED DOWNSPOUT / [:: AROUaD DRYWALL WIiH i,U \ � CONNECTED 70 / __ I. .. .----..._..................... : r .:� G LA RI ILII NEW DIU-I /\ \ '\ 4 -;;: CONTAINING L 99 THAN 15% — _ FINE-SAND,SILT,/CLAY. .......... ........ ....--..". .-"".."".......""...""" ......... ,IONN ........... _ _...................... ........._ I' TO EXCEED 5%) _.._.._..._. S00tf10 .. / .- - S Board of Trustees — _i m,� c i l=ti^1N f / � .. ..................... i / lJ' � \ � ..L..:.:....::....:. _a._- "pry G NG C 30 MSE Y. E. GROUNDWATER .. 4•I`�.s.�. '"ws �ROCKVILLE CENTRE.NY 11570 ', ,.•. ,•::;;.;„ �.:�..;.,,,::����` .., _ � ..... TEL(518)599-0138 :,r:. .,,•,.., :.: ..::).;,� ��_:::. . 3:. . . ^ FAX 518 5993419 , P �dE ,, "..,t:.,�:•.'.v:"..:. :.:::--as,r`„�„, _:.,.,_ .. OAF ENGINEERINGNET \ ��� MJW�:.� F4$Q1'j INF ( L1 GS\ / G:; :.�:�.., •�ti: . : _ EX. _ ji \' 9F F:LCJEC:i `, )B / EXISTING Y.n ,�'t.;;'s: ';C:'c':"` `GROUNDWATER - F"-/ DOWNSPOUT 6 ',i ..`,'f':.i 2.• ��',• 'w LL 'ti• /.� DN ,,^ ,s,: , ................NEW DOWNSPOUT : - . �„ CONNECTED TO NEW , 'i;.r \ CW / \ ','. _._- '�';I'.:::: ,< =:; .v 1400 SALT MARSH LANE / �m PECONIC NY / NEW �� v •L = :. "'., le. Cr:+ DETAL /. DOUINSPOUT \ \ .. DAYNfELL, ,i i-, / CONNECTED C �y%"• '� / PRYWELL I NOT TO-SCALE .00 / TO NEW DW-I .__............ ....__........,.`...�`.... _. /�G �, NEW 8'DIAMETER BY B _ ___ -_..__—._—___..___—__---_ __.__—_._ ,..... \� `C- .._.........._...... ._FEET HEIGHT. --. ....... DRAWING itiiMC ./ ........................\ i `�, ® ' A... \...X OORDINATE INVERT INNOTE DTHERE 15 NO PROPOSED WORK WITHIN THE RIGIHT OF WAY GE PLAN — -- -.._....- - -.... ..._....... DRAINAGE .......... ............. \ + , ex LLD , 's: GENERAL NOTES SLATEL - - WALK_. COWRRA•G�N R FOR TI-EESSC�TTY OF PUBLIC OR�CO�IIRACTOR'SS CEMP OYEESE 2 OFOR hE FAILtiRE� CCCNINAACTTOR T CAARRY OUT THE \....._ \ vo DESIGN tJ 8171 ... ..... AN WITH THE TRA DOGUMEJTS A •.. LLr11aC IN ORD CE CGt. GT SCALE . 2. ALL FILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 55 OF THE MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS JOB Na.: DETERMINED BY THE MODIFIED PROCTOR TEST. ..__ _ ..........................__..._....................._...... _ '. ....... .,I,. OV11G BY. c ------------`-------------------------...........---------`-- �': \ DWG NO. 3 LOCA'IOM OF EXISTING UTILITIES SHALL�V-RIFTED BY CONTRACTOR PRIOR TO EXCAVATION . - / 4. ALL SITE UYJRC SHALL BE IN ACCORDANCE WITH THE RE011!REMEM5 OF TT.c TO1N G EASTCHESTER OR AS SPECIFIED HEREIN,LATEST EDITIONS. " .ROWE 49 PBCOMIC Y1955 � � . _ ' \`'"""" -"- 5. GON7R,'14TOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY TO REMOVE ANY EXCAVATED MATERIALS. A 101 ' / - "-----"6, SELECT GRANULAR MATERIAL SHALL BE AS DEFINED M SECTION 203 OF THE N"YSD.O.T.STANDARD SPECIFICATIONS. A JJ , , , ........-- T COMPACTION SHALL CONFORM TO NATIONAL STANDARDS _ _ S. ALL DRAINAGE STRICTURES SHA!— 6=E L CO.FOR1 i0 TOWN CD SOIITHOLD AND SU'FOLK MINTY PLANNING BOARD BTAN,7ARD CETAIL6 AND .— — "2 OF 7""--""---_.._. ._._— SPECIFICATIONS. :�'� ...- n 4 �Q r■ APPLICABLE REG,ILATORY AGENCIES,INCLUDING BUT NOT LIMITED To THE TOWN OF SOUTHOLD,SHALL BE NOTIFIED 48 HOURS M ADVANCE SE AL 3,SI(iNhTURF 3 i. 8 � .._.._._.."........... -"-' "- 10 DEBRIS SHALL BE DISPOSED OF M ACCORDANCE WITH Gf AL C .�-��"� ""�� DEBRIS��L NOT BE BURIED ON THE SUBJECT 517E ALL UNSUITABLE MATERIAL AND CE r v ALL L TOWN,COUNTY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. SA RSA 'p. A gg � - IL TI$INSTALLATION�ALL DRYWELLS bNALL BE SIIPERVI5-�BY TFE pWERS FRGfE5510N.4L ENGINEER(LICENSED BY THE-STATE OF NEW YGRK t P �Y�O/ys O "= '\ CR A LS.WITH A 1208N CERT!FIC4TE)W-10 6HALL SUBMIT A SIGNED AND SEALED LETTER TO TFE TOWN OF SOUIHOLD,STATING THAT THE '\ O IMPRGVEMENTS HAVE BEEN INSTALLED TO THE APPLICABLE NEW YORC STATE,SUFFOLK CO,LNTY,OR THE TOWN OF 60UTHOLD 6PECFICA710N5. .` - 11. ELEVATIONS REFER TO TOWN OF SOUTNGLD COUNTY DATUM. y -- -----.---- B. Al DRAINAGE 6TF;U=RES SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE FIFE(S)AND SHALL CONFORM TO TOWN OF SOUTHOLD -- - - STANDARD DETAILS AND SPECIFICATIONS, f— L 1, Li - } -- 14. DURTG CONSTRUCTIW THE OUtrFR/AFPLICANT IS RESPONSIBLE TO SWEEP ACCESS STREETS AND KEEP THE ROADWAYS FREE OF DIRT AND MUD 1 15. NO UK%PoC IS TO BE PERFORM M THE NEW YORK STATE RIGHT OF WAY UNLESS ALL REQUIRED AND NECESSARY FE7aM1T8 HAVE BEEN OBTAINED. <'.�• .� 'j DRAINAGE PLAN -` ', ................... ........... .................. .............. 7 7 A� A, EXISTING:;0 il BEDR 6m: ................. EXISTING: EXISTING ....... ... ..................... To BE -MASTER�!CONVERTED: BEDROOM LIVING LEON RESIDENCE ............. BATHROOM TO', 1400 SALT MARSH LANE PECONIC NY 11958 ROOMTO TO io�iIilcr j REMAIN MASTER REMAIN. BEDROOM M ... ..... N: N EXISTING GARAGE H ISSUE TO '7 EXISTINGa ................................................................................................. —TING N DATE FOR BEDROOM REMAIN NEW ------------------- TO �16 REMAIN d 1 7-19-23 FILING Z .............................................................................................. Am ........................................ F .......... ------ ................................ ................................................................................................. AIR SHALL NOT IN ..THrl CUMULATIVE AREA NCLUDE FLOOR AREA,GROSS(C.-A) ROOF OVERHANGS LESS THAN THREE FEET ........................................................................................... THE CUMULATIVE AREA,IN SQUARE FEET,Of:ALL FLOOR LEVELS Or EVERY STORY OF ALL DWELLINGS ON ATTACHED I UNENCLOSED PORCHES.PATIOS,DECKS,OPEN A LOT,INCLUDING 1 EX EN. TERRACES,BALCONIES,BASEMENTS,AND GARAGES,HAVING A CLEAR HEIGHT Or NOT LESS THAN SIX FEET ATTICS. MEASURED FROM THE EXTERIOR FACES or EXTERIOR WALLS --------------- .............. 5 OR T0 RE111IMN ......... ------------------------------ TWO FROM THE CENTER LINE OF PARTY WALLS SEPARATING BUILDINGS.GANA=WILL CCLINir 100111106 1 ST FL GFA PLAN 2ND FLOOR GFA PLAN BASEMENT GFA PLAN M. • .............J ........................ ................ -------------------------------------------------------- ........................................................................................I............... -------------------------- )) �c V ................ ................... EXISTING BASEMENT/GARAGE GROSS AREA= teoza If .... ...... ....... EXISTING GROUND FLOOR GROSS AREA- 25 TOTAL EXISTING GROSS AREA- L JUL 2023 N_ !EXISTING ,Tlr"T BASEMENT GARAGE CROSS AREA ewhs SF M 5 FLOOR CROSS AREA- 1,163.03 OF EX TING GROUND WIN NEI! `2 PROP SEE)SECOND FLOOR GROSS AREA 022-s4 SF...............0 ................................................................%.......................... Southold'Town -j- Lu, 1 TOTAL!pRoPosap:4 AREA :�i�; 13oard Of Trustees ........... ................................................. ....................................................... .......... ............ 45 16.5'Fr FROM ROFERTY LINE ENGINEFQS • PYRAMID LAW DIAGRAM PL ENGINEERING,P.C. 486 SUNRISE HAY.STE--1008 ROCKVILLE CENTRE.NY 11570 ....... ...... .............. ............*............ ............................................................................ ......................................... TEL(516)599-0136 .... .. ................................................................. ...................... -...................... ............. -.. .. ................... ... ................. ...................... . ....... .. ........ ................ ....................................................... FAX(818I5893419 ........................................................--------- .................................................... ...... .. ... ......... ................................................................................................... I INFO@PLENGlNEEFUNG.NET ........................... ............ ---- .... ...... ... ..... ...... ... .. ... ... .. ... ...... ........I ..................... I EXISMNS CLOSET WALL TO BE I itEXISTING EXISTING WINDOW TO DEMOLISHED TO FOUNDATION REMAIN CTYP FOR ALL BE REMOVED ACCOMMODATE NEW WALL TO EXISTING WINDOWS) STAIRS REMAINL. 1400 SALT MARSH LANE EXISTING EXISTING EXISTING EXISTING STEPS TO PECONIC NY LIVING BEDROOM BEDROOM REMAIN ROOM TO TO BE 11 TO REMAIN REMAIN CONVERTED JL D RA W 1 N G NANA.E TO OFFICE GFA CALCULATIONS II AND DEMOLITION ......... ......... ..................... PLANS UATE'1121081U .................. -- ----- --------- .............. EXIST.TsIG 31 1 X. SCALE: EXISTING ..................... rL STEEL POST FOR 5 GARAGE TO JOB No.: Tyf R ................................................ REMAIN 4 DWG I)Y�:rn LYS.............. -----------------------------------------........................................ (E)CL.: EXISTING DWG No. EXISTING EXISTING BEDROOM KITCHEN TO FOUNDATION H z ii TO REMAIN (E)BATH ------------------------------------------------------- WALL TO REMAIN 7:+:.......... TO REMAIN A-1 02 REMAIN ......................... 1.......... ................--------------_---------------- .................................... ---------- .................................... --------------------------------- --------------_J ..................................................................-........................................................................................: .............................. ...................................�i I . 3 OF7 ....................................................................................................................................................... ............................................................. ......... ----------- ............................................................................. ... . . .............................................................................................. ... ...... .... SEAL& ------------ ................ n NE EXISTING BASEMENT TO REMAIN DEMOLITION GROUND LEVEL PLAN 0 �CK" EX DEN TO REMAIN A ol NEW M70 EXISTING)M ljr r 'L_U _�j ......... 75 EXISTING STEPS TO REMAINVT ON Am3 Am! . t 40'-2*EXISTING COqSTRJCTI0N— . ---------- ..... ................. ... ... .. ......................................................................... ........................... ........... ... .............. ... . ......... ....... ........... ........ ------------------------ . ...... . ............. ... .................................................................... . ............................ LEON RESIDENCE EXISTING FOUNDATION 1400 SALT MARSH LANE WALL TO PECONIC NY 11958 EXISTING RE MAIN BEDROOM LL TO BE EXISTING CO EXISTING NVERTED LIVING BEDROOM TO OFFICE -1 0 ROOM TO TO REMAIN P ci r 7 REMAIN -75 (0) EX. Q S:7>CO ISSUE SD/CO ki ...................................................................................... _! DATE FOR 00, 3L2 (3)2x8 1 7-19-23 L Uf ............. .................................. ...........................FILING L L2,8 —-—-—- ........ . . .. ......................................................... ............ ........... T3 NEW 34'HEIGHT ........................... ----------------------------------------------------------— HANDRAIL TERMINATED ----R F ON'NEWEL POST OR ----------- SAFETY TERMINAL w ED CO 7n ........................................................... t L EXISTING 3' .E C Ic ........ STEEL POST EXISTING ...... .................................. TYP FOR r, GARAGE TO ZD REMAIN EXISTING Q KITCHENTo .............. ........................ ..................... EXISTING BEDROOM REMAIN EXISTING WFOALI TOUNDATION TO REMAIN W REMAIN ------------- ---- --------------- .....................................---------- .......................................I............................ .................. ......................----------- ............................. .........-------�----...-_-.-...-.-.�w I ------------------------------------- ------------ .................... ..... ..... -------------........ ................................... .......................... ...................................... --- T ... ............. . .................................... . . . . ..................................... .................. SMOKE DETECTOR5 ARE EXISTING ON GROUND FLOOR Is dd EXISTING BASEMENT TO REMAIN PROPOSED GROUND FLOOR �n) 09 SCALIE:118'.1,0' EX.DEN TO SCALE:118'.), REMAIN 2023 JUL 2 5 EXISTING'L--' R II X DEN ABOVE ---�O—ulhrlld_71w, Eoard of Trustees .......... .......... ........... T� i*' --------------------- ;5'-5'rX*TM CONSTRJCTION T.; li is E N G I N E F S PL ENGINEERING,P.C. 486 SUNRISE HWY.STE.100B ROCKVILLE CENTRE,NY 11570 TEL(516)599-0I38 -2' FAX(516)599-34119 14--l' 40'-2'EXISTING CONS-RJrTiC4 BELOW INFO@PLENGINEEFUNG.NE-r —T-4' F'RO:EC.;. .................. ............— . ... . ..... -------------- ENGINEERED WOOD STRUCTURE STICKER J 7 PROVIDE GRAVITY DAMPEFRS THAT CLOSE U94M,4 114E 1400 SALT MARSH LANE SYSTEM 15 NOT OPERATING FOR ALL. ............ VENTILATION -STICKER INDICATED AS PER PART 1265 OF TITLE IS.STICKER TO DNI [OUTDOOR AIR INTAKES AND EXHAUSTS SYSTEMS 15E PLACED OUTSIDE OF:BUILDING NEXT TO ELECTRICAL METER PECONIC NY PROPOSED UNLESS OTHERWISE NOTED. LLL SKYLIGHT DRAWING NAME [ON CALCULATI LIGHT AND V T LAT EN 1 IONS. NEW 34' ;IIIHANr 10 10F&INATED DRA OASE�ON AN kRSM4 WINDOW&DATA % r x ON NE WE ...........SAFT ......... Y.6 NST OR !NAL �NJEW PROPOSED LAYOUT REQUIRED GLAZING REQUIRED II !MASTER ACTUAL :EIATH� -1i ACTUAL I ROOM AREA sc'. VENT SO.FT. NEW TOILET ROOM NAME WINDOW MODEL GLAZING 8%OF FL AREA FT. 4%4 �k w sQ.FT. so. OF FL AREA VENT U-FACTOR SHGC OOM� SO.FT. EXHAUST FAN -- ---------- ............................... ................... &X& r.'O UP TO Rao—.= Fos. FLOOR EXISTING NO CHANGE 15 CFM MIN ip FIRST FL. /N OAI'=:1210a/22 E,-I/4'XI4'2.OE Mf�o ^A SCALE, NEW ...................................................................... ...............T..................................................................................................................................... ................................................................... ......................................................... ri, '4 A V-4 Mic AM MASTER BEDROOM E w CXW145* los SA Ole 0.32 TERRACE i0a N..: 6x6 P05T -------------------------------------------------------------- O C)<W145* S:A 029 0.32 NEW ac?)CO PROPOSED v ED ---------------------- ------------------ OVIG R - ----------- ....... ---------- LYS Y. DVVG NO. Q 45SOS CXW145* 5A 029 032 MASTER SKYLIGHT 777=7� BEDROOM CXW145+ 9,4 Ole 032 ii 45SOe SF NEW FWH12068-4 4155 29,10 030 A-1 03 :? TERRACE TOTAL Sr X suFrurm L ....................................................................................... NEW WI 40F7 SEAL SI ii 6 N FOR(0) SMOKE CARBON MONOXIDE COMBINATION DETECTOR AS PER N.Y.S.CODE 313. EE PLAN LOCATION) I'I ............. 507co ....... PROVIDE HARDWIRED SMOKE CARBON MONOXIDE COMBINATION DETECTORS ...................................— ........... 7- ONE IN EACH BEDROOM (2)x.eW2. - --------------- ONIE DIRECTLY OUTSIDE IN EACH HALLWAY .......... .............. /Nv, ii ONE IN BASEMENT 0 POWER SOURCE.CARBON MONOXIDE ALAR-15/CARBON MONOXIDE DETECTORS AND THE ALARM CONTROL UNITS TO WHICH CARBON MONOXIDE DETECTORS AREC CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING,AND SHALL 13E ECUIPFED WITH A BATTERY BACKUP SYSTEM THAT AUTOMATICALLY PROVIDES POWER FROM ONE OR MORE BATTERIES LINEN PRIMARY POWER 15 INTERI;ELIPTED. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER —44'�2' THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE CARBON MONOXIDE COMBINATION DETECTORS TO BE HARDWIRED IN SUCH A WAY THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL ALARMS CAFR50M MONOXIDE AIR EXHAUST AND IN FENINGS Lu Tr THAT TERIINA =OUT�tgFg SHALL BE LLJ AND SMOKE ALARMS TO BE HARDWIRED AND TO HAVE BATTERY BACK-UP. PROTECTED WITH CORROSION- ' 1E DT TOILET T FAN 1 IIN 0 RESISTANT&CPEENS,LOUVERS OR EQUIPMENT. CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED AS COMPLYING WITH UL 2034 OR CAN/CSA 6.19. GRILLES HAVING AN OPENING SIZE or CARBON MONOXIDE DETECTORS SHALL BE EXISTING LOWER NOT LESS THAN 1/4 INCH AND A COMPLYING-WITH UL 2015 AND SHALL MEET THE SENSITIVITY TESTING AND ALARM TPRESHOLDS,OF UL 2034 OR GSA 6.19. CARBON MAXIMUM OPENING SIZE OF:1/2 INCH,IN LISTED AND LABELED AS C ROOF MONOXIDE ALARMS AND CAF43ON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH-SECTION 313 OF N.Y.S.RESIDENTIAL CODS AND THE MANUFACTURER'S I ANY DIMENSION.OPENINGS SHALL BE NSTALLATION INSTRUCTIONS. j B i PROTETI CTED AGAINST LOCAL WEATHER CONDIONS. INTERCOINFECTION OFF CARBON MONOXIDE ALA.-RMS.WHEN MORE THAN ONE CARBON MONOXIDE ALAF41 OR CARBON M014OXIDE DETECTOR 15 REQUIRED TO BE INSTALLED < Amn WITHIN AN INDIVIDUAL DWELLING UNIT,SLEEPING UNIT OR SLEEPING AREA,ALL CARBON MONOXIDE ALARMS AND ALL CARBON MONOXIDE DETECTORS IN SUCH DWELLING UNIT, ----------- PROPOSED SECOND FLO OR SLEEPING UNIT OR SLEEPING AREA SHALL BE INTERCONNECTED. rd/51-11-01 ,\01....... SCAL d103 LEON RESIDENCE e•^^� IMETRIM 5° .:L...:........:..'{•�:::i it �.:I i : ."4I : _ : I 1 �/I _ E 1400 SALT MARSH 58 E GORGIA PECONIC NY119 -------._ .... PaclFlc..... .......... . ................�.... '- 61MPSON H25 HURRICANE i j .: .. .r:� TIES I6'CC ..... NEW WALL CON5TRII-TION •::: ;; it Ii ";:i;......._.,,___.... _ II J II � VINYL SIDING CPER OWNER) ENAMEL TYVEG HOUSE WRAP U'CDX !, �5'BAKED ] 3 j i!\; `-•ri j'i GUTTER AND PLYBOARD 2'x6'WOOD I' ! N ' !�::' �'i .LEADER g EU WALL CON5TgiCTICN STUDS 616'O.C.5-1/4'CR-2U 'E ! I: VINYL SIDING(PER OWNER) ir�� >%i i-) SYSTEM BATT INSULATION'TYPE'X' TYVEC HOUSE ILR,a.P l}•CDX '�-"•.I I ISSUE VINYL CLAD !i GYPSUM BOARD CT45 '- PLYBOARD Vx6'WOOD STUDS " ............................. FINISH) ®16'OZ.5-1/4'(R-2U BATT r%�' VENTED 90--r1T ....-r--i DATE""i" .....................FOR IN 6ULATICN'TYPE'X'GTP6UM ;��. _--_--------- —__-___.._..__-_--__.._._-_____- gBOARD(T4_FINISH) .......... _.....................................................-. _"" I7-19-23..«FILING .... FLOATING DECK OVER _._I""""I"-" _ ............... _ li NEW MASTER ii ii it :�a' rti. .�.�.j I I /I NEW FRAMING PACKAGE ^ SHEATHING,WATERPROOFING, TERBATHROOM WALL CONSTIa1CtIGN . .. Ii BEDROOM ,I II ' ==3 I MAS 2'RIDGED INSULATION `j .. .- ................. ............--.. �= j, VINYL 61 RY'( OWNER) ,.. r ' r;`" (*.•BIFMISH) ',,emu; L D (PER ER) ::![::: (ii ii ii'! j!ii" ) } ) ............:. jl jj i :1 I (TAPERED a$'EZfg0 2x4 0 12' !r�. \,'S TYVEG HOUSE WRAP�i'CDX ...........I ........... ................_................................._... !::[l::i it 'I i' ii! O.C.FLOATING DECK 1x4 •is'i iI !! STRIPS PAINTED WHITE : PL7BCARD VW WOOD 9TIJD5 I.... NSJL.C-ON' (R-20 BAIT _------ ---.._ \' N6'JLATICxd'TYPE'X'G7P'S3'i ....I... , i ......._._.,-_..........._....... _ "- WARD(749 FINISH) j:i I¢Ti,•Ib OG U�A5�'�U U � •... ..., ( I :.._' .............._ _ .............._ ! ._............. i j ;: ! !\ A9 I! FL0012 CON9Tfd1GT10^,1 FLOOR CON$:RUCT.ON -.___..::: ....:..................:: :: i !! ._i_... Ir. . I IR'FINISH FLOORING .................._.: ' IR'FINISH FLOORING 'FINI .. AS ./ .: !: !' [: ! -'�-- it - .� PER OW<ER 3!4 . •PER OWNER 3/4'PLYWOOD .......__ : I i I I 7r PLYWOOD F 12,SUB-�OORING .. is >] !i 'SUB-FLOORING 14 TJI FJ- EXISTING I'z4'WOOD ii 12'O.C. D t . .---.--.. BA6E MOLDING i i 8 EXISTING E I EXISTING g '8 LINING ROOM BEDROOM TO REMAIN '' ::................._.,': REMAIN -_ , :il ........................................................ i 1� ` ( u 3 I ---------------------------._..........--__--.-----.--._.--.-- "':��,.� - EC E .............., .I;: (N)14 TJI 560 F.J.a 12 O.0 i -IF @ a. ' > i F 1 , i I ii I I ; ii .;. - - - - ---- " - -- - NEW(2)2 xd TOP PLATE I. J U L 2023 i l i j EXISTING ATTACHEDa'GARAGETO TOP PLATE REMAIN: I FLOOR CON5TRUCTICN I iI Scu;tiold Tottn I i I I I I 1!!'FINISH FLOORING AS r i!.•` e 4' HGflf I i....._ ............._. ......................................... ......i..:....--....-_......--...............................................� a/ �Of --------------------..... { - �..::_. _ -----Tfustees 1............ 1><;I PER OWL 9UBOFLOC.RINCa .. ' i...... ! i i !--------------- kNGMEE!a • I� EXISTING LMNG i ROOM REtlAIH . PL ENGINEERING,P.C. 4W SUNRISE SECTION A-A 'I C>?.; ° c• ION.SM.1008 (516)599-0138LLE .NY 11570 TEL FAX(516)5993419 ItiFO@PLENGINEERING.NET p 1QKji (T15 FINISH) (Tt9`pN19H) j FROJeOT EXISTING 2X4 BOTTOM PLATE �' EXISTING 2X4 WOOD IX STNG 2X4 WOOD EXISTI!d'a 7X4 I. Fa-- � STUDS W/R-I3 BATH 5TUD9 W/R-13 BATH '�JiI BOTTOM PLATE Ct. C�i�i-ttCy.tE£i� tr�t �i�l. - INSULATION NSU�ATION j ,! 1400 SALT MARSH LANE ,Y.;ii-' --'•;y z rr>'i Ij:: PECONIC NY NEW 5'BE EX iir_'!I ISTINGWOOD •{Z). }.. O�ONG ...--: _ _ - BASE MOLDING NEW MASTER GUTTER4 EXi9Tlly I'x4'WOOD B �M ' EXISTING 2X4 A6E BEDROOM e LEADER BOttOM LATE '�N M' f P K!. EXi$Tlty 2X4 DRAWING..A... -.. �. SYSTEM BOTTOM PLATE Ir j I. EXISTING 2xe j - ............................................. ...................................................._.... .....................................................I :r f. -.-:::/':-:--:::c�:: :::,� ,-�:��.r�cr.•..,,....c-_r�;r.:_._._..._.. _ _ _ .r_.-}�.:' EXi9Tlty BOXING 2.B BOXING � �.{!.,',..:'.;�,:EXISTING 2xB FJ,:'�,;•, � EXISTING 7x8'FJ:.'�� BUILDING AND WALL SECTIONS EXISTING EXISTING 2x5 SILL 2x8 SILL • ii' .. PLATE i v !II' ¢ NEW WALDL CONC9TF2UCTION �•^--'+�_ PLATETYVEC HOUSE WRAP S :! iii �� PLYBOARD 2'x6'WOOD tt' t tti - - < k � r : STUDS ml6'O.C.5-I/4'(R 2U t:AYe:12108Pt2 < E 7( Y. ... .. ...... ..:: _ ........ ::' GATT INSULATION'TYPE_ c z I , _ _•--."^-���- GYPSUM BOARD(T�9 ' ! _--.___._.._----_-._-----_---__----___ 1 i SCALE: FINISH) I j Ipy:yy: "---MNG HY.: LYS '; .... ._.... .. .._..... .. ....... ...... .. .. ........_ ......._. FLOOR SCONSTRUCTION g i j OWNER 3/4'PLYWOOD -FLOORING 14'TJI F.J. � £_ OL. A 1 - EX.DEN TO ' I o PER i S'J I i 12' j � REMAIN EXISTING ATTACHED i :.......... I __.......................... ........_.............._........... ! i .<'.� ...... .... .....:-.:.._ ... ...,; E%18TUIG i ---............_ ij: REMAIN ?i I I INROER�O MMTO : $ 5 OF 7- M •• j ,: I :... [' S-AL 3 SIGN '"i2_ I i I 2' ---' I EXISTING EXISTING I I I AYp F TITO WALL FOUNDATION WALL ! ( ,(�•. �. i d S j AND FOOTING t�\(co) EXISTING ATTACHED GARAGE TO � ! i ' I ....REMAIN C9 . ..... ........................... ..............._.................................... ........................................................................ Q 1i _ V ..... .. Ii41 Js�....._...._ ..................._......_......... -"_........._.......... WALL SECTION O WALL SECTION SECTION B-B SCALE:3W-U-0' l J ABLE IrOli30DfNTdIDSrlGtN7Y! LIdtM02811006�1®R!I�M6f0®f1E TAfaeNrpoeNcaNnt�Rlet�rfamNe WIRI-DWE OF AND TYPE 5P�G DE C�;I°� SPACING DEAND SCRIPTION OF AND TYPE TJ 1 JOIST DETAILS ITEM ELEMENTS or FASTENER LOKATION ITEM H.F.N�NTS R TYPE OF CN ITEM H.FY'.QIiS FA57EtgR LOCATION FASTFVY SCALE: NONE LEON RESIDENCE ROOF 4-bD BOX(2}•x 4-160 BOX(3 j x 1400 SALT MARSH LANE 4-&0 BOX(2 'x 0.113');OR 0.051);OR Load t.-�.n•., . 0.1139 OR 3-I60 BOX(3}'x 3-160 COMMON fd AT EACH 1015T p f40te H0 1. vO.= PECONIC NY 11958 3-8D COMMON(2 0.13);OR 26 LEDGER E5TRIRSP SLPPORTN6 J015T5 }•x 0.:6";OR OR RAFTER, Pleb 5tRaten over Ildl belm tj*M1t BLOGpN6 BETHEEN GEILIN6 TOE TOE NAIL OR RAFTE4, 4-100 BOX(a x FACE NW L negkbd eah JOISTS OR RAFTERS i0 TOP i'x 0.131%OR NAIL 4-8D GOFIMON(2}'x 0.128');OR aide d A3i PLATE 3-10D BOX(3'x 0.1319;OR 4 3'x 0.131° �� 6bd]'g pawl 0.128);OR 4-100 BOX O'x 4-3, 3-3•x 0.131' 0.128);OR NALS NAILS Ib 4-3'x 0.131'NAILS 2-HOD(3•x Yob StRalas TOP OR BOTTOM PLATE TO STUCl 29 BRIDGING TO JOIST 0.1289 EACH E"L7,70E eam e(do Rle-to- 4-BD BO%2 x 3-IbD BOX(3}•x NAIL 1 nmi oJ13).OR 0.135);OR- Toe d Toe B d d p�at ctrternw ISSUE 3-80 COMMON(2 PER 2-16D COMMON(3 7 HOOD STRUCTURAL PA1�5,M549-00R,ROOF AND INTERIOR WALL StEATHI% rldl of eLppat•! }'x 0.131');OR 0.162);OR END NAIL TO FRAMING AND PARTICLEBOARD WALL 51EATHIN5 TO FRAMING 0 DATE FOR 2 GEILIN6 JOISTS TO TOP PLATE 3-HOD BOX(3,x JOIST, 3-100 BOX W x [5g TABLE R6023(3)FOR WOOD 5TFLICTIRAL PANEL EXTERIOR WALL ......�.......- ................................ ...._....._.......................... ._................. 011251);OR TOE.NAIL 0.128•);OR SHEATHING TO WALL FRAMING) Tile rIN jow I (7-19.23 FILING 33'x 0.131' 33'x 0.131'NAILS ................................................................................................ Yusrhere♦�'minimum Jotat ! NAILS DESCRIPTION OF Ft TYPeERE SPACIN60F AJ bosdngateods.AOSOhdmJoWPQr ...__...._._......._ 3-IOD BOX C3°x WILDING A`�TYPE FASTENERS A3 dsts4 .. ... x TOP PLATES,LAPS AT CORNERS W26');OR ITFlt OF 17?ETHTS __...___.__._._........ 0.1289;OR ft AND INTERSECTIONS 2-IbD COMMON(3}° FACE NAIL E' FASTENER tneFs iHrJiii®IA ..........{.................................................................................... 3-16D COMMON(3 nba rtrrAc yR' " FACE NAIL 0.162);OR f, J I 3 }'x 0.162.);OR "'x 0.131'M1/vL5 2r ehtd Kilt nail-18d( f) ...........�._.._._._.....`..._............. 4-3'x 0.131' bD COMMON W x NAILS 3-80 BOX(2}'x 0.1139 NAIL an-d I6' box d 12'arraiar ................... 0JI3');OR " _ ° (WBFLOOR W. b 12! Yob 6tRenas r-0-d OIF•Lelter - ! Od FACE '.ATE TO EACH STIED AID 2-8D COMMON(2}'x 18D COMMON(2} Load from above bdh eldee d BH 8'dlateter elmdMre hob fa'IIT�'-16' P)6 lIAOn d 6, NAIL le, RATE 0.13I);OR FACE RAIL x 0.13I9 NAIL. Patebl 6'dkimokw Pll ..........:..................'............................................................_...... 4 2-100 BOX W x (ROOF) for Pamb 41Y dup o• 0.ME,%OR Xa eftolta'fllat lan9• 4•TM Jobt 2.STAPL IE,1 I' 51 °_ �" b 12, Da rnk ak T►la�. fhl b00`d riOD BOX(3'x -�-__- COLLAR TIE TO RAFTER FACE 0.128),OR ACE NAIL EACH 3-BD BOX(2}' I a Iw GOMMON W 5 NAIL OR IV4'z 20 GA.RIDGE 3-IOD COMMON P 0.113');OR 32 18' - 4 0.148°)NAIL;OR 6 12 �'t 08 Odl-IOd C) 51RAP-TO RAFiEt x 5'.0;OR RAFTERI'x W SHEATHING TO EALF{ 2-8D C W.ON(2}•x dD(2}•x 0.1319 brat d 6•an-colter 4-3'x 0.131'W.I ffaL BEARING 2-100;OR FADE NAIL D�ORMED NAIL - I 3-IbD BOX NAILS 2X4 minimum 1 !t 19 2-IOD BOX(3'x i I r O j'x 0.1357;OR 2 TOE NAILS ON OTHER WALL 5!{EATHItf6'1 6 RAFTER OR ROOF TRUSS TO 'rIOD COMMON ONE 51DE AND I 2 STAPLES, ;OR squash blocks _ 2 STAPLE.,,!•GRGWI, OO L,etall pth0per -�FJUL 2 5 :) PLATE NAIL5 W.x OJ487: TOE NAIL ON I}•GALVANIZED �4'TtthbeF.,tr'ald�LSL alLevEP 1K'rim board. 8d CaI11110r1 OR OPPOSITE SIDE !b 6A,I °LONG ROOFING NAIL,i' Use Z<I minimum squash DlooAs fo Nat1 witlh tOd(0.131'x nails, d 4•c11-fatEr� O r]� ' 4-IOJ BOX f3'x OF EACH RAFTER HEAD D! C3 bansferload around TWe olst � [ 11 0.1281;OR OR mr-6! 33 }'5TIW TURAL CELLULOSIC '�"��' 3 6 am Ball at top and bottom flange. 7 w 4-3'x 0151'HAILS 3-W BOX(2 k x FIBERBOARD SHEATHINS OR E1 E1 Q 'See Ja !•m/sP0dwIGuidehuadd'lanW j i 0.113);OR I'CRaWN STARE 3-W 00114oN(2 j•z If,GA.I#'LONG 4-160 0 j'x 0131'1 OR -_-_ ; 0.1359:OR 3-10P BOX W x 11'GALVANIZED JUUJ i:.,i••- - _ 3-I0 D COMMON(3 0.12d):OR ROOFING NAIL,J• Yilen �bBe 070Geefb STRUCTURAL CELLULOSIC j x OJ49);OR TOE NAIL 3 STARES,I.OROYti FIBERBOARD N ADA DIAMETER 4-IGD BOX(3•z FIBERBOARD SHEATHING 3 6 �',tl'YII tOfxjM d fin BU3ft1 I'x b'SFEATNIt16 TO EACH Ib 6A•I�•LONG I' - OJ2B');OR BEPRIN6 FADE!HAIL I'CROWN STAPLE Vrh, (0J35'X - --- ROOF RAFTERS TO RIDGE,VALLEY '-3'-O-IIW NAIS 16 GA.,I °LONG ataa OR HIP RAFTERS OR ROOF YdDER MA4 1'x B' x T RAFTER 20 4-W O(2 i'x I j•&A:.VANIZECJ Pale)rm-Dd(OAT'X IYj 7bba5irod�LSL a iLeveM 115'rim Doan. tars TO MINIMUM 2'RIDGE BEAM ROOFING NAIL; � Nag wfth 10d(0.131'x 3')nags, 3-I60 BOX 3}•x 3-BD coM401(2 i'x STARE gbp�e one each at top and bottom flwW. 0.139:OR OJ3I•J;OR 35 GYPSUM SHEATHINd,' GALVANIZED, l 7 S • 2-160 COMHON 13 3-IOD BOX f3`x }° required eI elde d AU=h ferftyA lest to Wlh a n 6d t:N GI;`EE^.. j•x oJb29;OR 012b);OR I}•Loma.1 4• A Y1 3-IoD Sox W x t�NAIL 4 STAPLE;•I'C 4WIL 5CRB•6, (OAT•x y5)tldl d cartel' A„r, PL ENGINEERING,P.C. 0.I289;OR I6 GA,I I'L@G TYPE W OR 5 7ttilawft aldr LSL a ��:.i:N,2 08 33•x 0.131,NAILS ILOWP A'dm board! O 488 KVILLESUNRI CENTRE HWY,E, ,NY 1057 FLOOR I}'GALVANIZED g d W reFta'carad an am .. .r,TEL(MLLE MI36 E,NY 11570 ROOFING RAIL, side E5,bdh eldes d E ^ FAX((5180)b99.'i419 4-a0 BOX(2 j'x STAPLE rM-IOd(OW x ~ ...... WALL 01137;OR 36 �•GYPSUM 5HFATHINS4 GALVANIZED, 'I I 6•aKata+ INFOGPLENGINEERINGNET JOISTTOSILL,TOPPLATE OR 3-W COMMON(2 i'x24'O.C.FACE TOE NA11. I}'LONG;i}• FUII6DC.OMMON(3}'' 21 61RDH2 OJ31):ORNAIL SGREs, to'd HYcYer thm 14Y-Mtath TJ#.bbt z OJb29 3-]Op BOX W x TYPE w OR s to rtn b]ad tOl alto IOd(0.12")ftdl.T nail vertical 9 PP�!;:C'i 8 SIM TO SW MDT AT BRACED - OJ26•J;OR aP �each WALL PANEL5) OD x x 33•x 013r NAILS fr10m TJ�Joft1rt Ito lilt band.OOrrwA carer Wh 0.126);0R RAIL Four IOd C6 )5fJ26 7 ttdYA TOe rtdl fl om Lice d Leee um 5' 3'.0.131'MILS BD BOX f2 'x 0.113' 4'O,G.TOE NAIL bl cbsm Ito rin bttad IED BOX(3}T x Iz�o>G.F �M"to!st BAND.ID15r OR m x 0120•) A9 A3.1 Q Q P'Ol O 1400 SALT MARSH LANE STUD TO STUD AND ABIJTTTNG 013);OR NAIL BLOCKING TO SILL OR TOP PATE BD COMMON(2}•x 37 J'AND L-55 NAIL:OR 6 12 ! + code muilmmn Parise wiN H3 Dory.Seethe PECON I C NY 5TV05 A-,INTH2--T!N6 WALL 3'x 0.31'NAILS 22 (ROOF APPLICATIONS ALSO) WIELD,OR 6-O.G.TOE W COMMON(2 Z ®®®® Have)TJIZ SpedBere Guide,#I"=,,and rlev®R Run Boar 9 CORNERS Sh Guide,hlTJdO(10,/arA3.f-A3.3 hute0a0a;spedfxaians and (AT BRACED WALL PANELS) I6D COM10N 0 6,ILL.FACE 101?BOX(3'x 0.I28') NAIL x 0.1319 pecfie NAIL J ppaatlona - 0.162) 3'x 0.131°NAILS 8D COMMON f2}' 16D COMMON(3 i' 'OC.EACH: - ��• 8D151')NAIL, R b 12 Dn�A'xV1N^v^NAME 0.1629 ALE NAIL 3-80 BOX(2}'x 10 WILT-UP HEADER W To 2' 0.113);OR i'x 0.120)NAIL PROPOSED HJ'�W TH}'SPACER) I6D BOX(3 i•x 2'OL.EACH 23 I'x 6°`aafi.00R OR LE55 TO- 2-8D COMMON(2}•x W l t6erSttw&LSL or levelo 1K•rim board.Nall with 10d(0.131'x 31 0.139 AGE NAIL 0.131);OR II n OR 148•)NAIL, �'S Pan 1t(TERMmNTEBEARNG DETAILS JOIST FACE NAIL naffs,one each mtop arid hoeom Aenge.Nag to 11O31 3-IOD BOX O'x 38 - 8D DEFORM(2 b !2 GOlrlectiore equbldat to flow Pale)ad"diJle. NO LOAD BEARING WALL ABOVE Flush bearing plate 3-IOD1;OR required.MaximumY' 5-8D Box(2}•x 2 STARES,I-CROW{, }'x 0.120)NAIL overhang permitted at OJ139;OR Attadl fhDYlfacatelt t0 Yob et9fald'e . lb GA, 11,LONG beam. II CONTItfJOUS HEADER TO S1UD 4"�C,OM840t1(2 TOE NAIL /01 oro 6d(OAT'x yY rl�d ehztl aide d t3CY1 x 0.13l),,OR 56 I WW•2sA 1%1 PGOr•300 W I MW FER HMt-a441!VS 1131.61MW ends carter 51-"Paleb"be -t DATE:12/08/22 4-100 BOX W x 3-I6D BOX(3 i' net{1A'hed WII t4lba'Yldti ;5. OJ?B7 24 2'%BFLOOR TO.'DUST OR GIRDER 0.1359;OR BLIMF7 AND FAG W"AW 9W0W..*tW WX OR DS'a6E)SW16 DO�r YN!!5 OBQtIIP F bbLLO'Yj f �beb1ee11 d7e111e Or bIDION(tJee 't SCALE:2-IbD COMMON(3}' NAIL A7®.W1 5 WD Fat FRMNB AI V SM740 C0f WIXI15 STALL HAVE Fl14M bL NW to tap Pble Wtldetdl '�-.._ 'aL:'FF�E- .z0.162') VE+AW BEOMB YW SIRS6115 AS s3IOFii EOK51FORSWII DNF MOFOJ421W ucne avidat to floes' ._.....__............. ....._.-........_.___._.._-._...........IbD COrg4OIi f3 IL 02"M NNW 40IS FOR SWK DIAF0M WAR 7WX OJ42 NCH BJr NOr LAR�t dodde. DING BY.: LYS 0.162) 3-1612 BOX(3}` OR7 MOIL ND IW NN FOR SHAW DIAYFIBS OF OJ42 M OR Lam. (' 2 OL.P E AT EACH d tJ♦'4 rBitaYeeClt D4VG No. 12 TOP PLATE TO OP PLATE HOD BOX O'x IL 2,rr 2°PhAtBC,;PLANK t E3EAt1-FLOOR 0.135);OR t3F-ARIN6,FACE IOfIFI 0.120.OJ 1' ROOF) x 0.16 COMMON(3}' NAIL STARJ3 AiZE 16 6116E AND HAVE A lN4MUI6-QYJ1 ON pNi1Ht CROgI YOIIL O on ale efde d ET,both eldee A 10 6 3'x 0J31'NA!L5 x O162•J was LEIS spuw AT HOr mm 7HAN 6 ag6011 C8RBt AT ALL SIR10Rm Lim d� - MI5 ARE 4b NLIM OR 6FEA70t Lela tJlm 5' H3 y B-I6D COMMON IS FACE NAIL ON I6D COMMON(3}'x O O DOUBLE 70P PLATE,RICE FOR i'X 0J621;OR EACH SIDE OF 0.162') .FOA WT E f b4'001'CR+FWT BY 44©Or PANS SNLL EE AF R=VCiTICALY. .__._._.._......__..-__....................._...._._......................... 5DG5 A-D2 WITH SEISMIC BRACED 12-IbD BOX 0 j x END JOINT 4-10 BOX(3'x END NAIL � I OF 7 YLALL LINE 5PACING<25' 0J35):O (MINIMUM 24'LAP BAD OR RIM JOIST TO JOIST 0.128),OR gkgE OF FA5T1134M WT WaM NTNB TAI E WILL BE Li•®OII TABLE RW2'.�'S,. 12-HOD BO%O'x SPLICE LENGTH 4-3 x 0.131'NAILS; 13 o128.1;OR EACH OR .Ii�IMILIM7EDB'>oII MWOM500FEBORL�fNaSFORATMaIWIt7LD 123'x o131•NAILS SIDE OF END Sr 14 GA STAPLES SEAL&S I G N hT''R_ PANEL Fi00P SEIITHNB Tb 6+•HE BD LNLL fRAMH 9HNJ.�,PAC✓®b JOINT) .•GROWN ON CBM YF�TIV 0-TiNTE I7MW MID SF'�5 SMATER TIWL EO YFIL NALS LoW ar dew ltdl cb"(met akxk DOUBLE iOP PLANE SPLICE SDcS 12-I6D(3 j•x A7TK.lMB PAa ROOF SHEAVIO W KWWME 9FPOR(5°3WL BE BMW 6 Nall ItrgxJl 2L-ealttbrer,stood Hert(rerheight must be a minimum �dk� toll be ITO,Dl,OR D2.;AND BRPLID WALL 0�') NCtES ON UNM MR MM RH QHWM DSTAME FRONT�VMS AID BABP®D l o*w ad TJ#Jobt mob/th 2 ot60%ofIcIstdepth LINE 5PACIN6>T"-i' H+V:.EACH IAr YNLL;rAN04 NO6 ON COM W SAME BD MALL Flit"S. pQbl roe IOd(OJ46'x 9)no&d 61 Kmmadle Q� (�` �y�n ! rO 5 20D GOWON(4'x F�O.Laa,a]•OG° 6 BTF'9M SEAIIIIB.;FHl10Q<rQaf 7D AGM G D5 AJD SLtLL NSTNIID N arrestor,clbdod Men l6d Seksric rAea1 of, 642t P 1�, 1 iJl'S !� 16D COMMON 0 j• 12'OL.FACE 0.192%OR ABT ToI`Amato AGCOFDAMQ'NtM 6A 2S0.FtEimOVgtD eJ@ATiNB STALL OgFOFB'1 TO AGM O 2100. PW•�Wdtt III���TV �, t o floc' ���) 2����� f� 0(- C �.•f BOTTOM PLAT`TO JOIST,RIM 0-62) NAIL HOD BOX(3°z aTAeEE�N•OG OJ2B'h OR FACE WVL AT TOF R SPAONB OF fN5T9EtS Qt FLOORSHS\7FM6 PAIL OXM APR.ES 70 PAWL� bbda ' 14 JOIST,BAND JOIST OR BLOCKING Axo aortar •y MOT AT BRACED WA11 PANELS) IbD BOX(3 j'x Ib'OL.FACE 3'x 0.131'MAIL5 srnecahn oN StPF=W Of FRM�IB F@ffi5 AID�JIZ�B AID AT FLOOR PSMIIQS 0.135);OR WILT-L:GIRDERS AID BEAMr, a�snh:�a5 OLY.BIWW OP FASME S AL ROOF SIGATIMB PAM W6B Afgi!W PAHL�i O© "J o (L 3'.0.131'NAILS NAIL 27 2-INCH LUMBER LAYERS AND.. 9FpORlm B1'FRMf�NBEER3 AND RIBIUM WXM eLCUUM OP ROOP OR FLOOR TOP tf Wt Bt 01 4 r� n- W SFAMWPANS.�PERFENYOIARWTIEHt4Ml*M52MMWN7rBEFRPVM F1appliestounlr" ttoger �\ (� 3 EACH IWOL. COMMON(4•zoJ92); D�f AS imi m BY Oh6t FROJ51A5 OF THIS CODE.RDM Pt33£I82 SNLL W losdad)olsh only. 3-16D BOX A}'x SIFPDTdm EY FR14NB F@t�•i OR r M flDIC1a19, FOLe BOTTOM PLATE TO JOIST,RIM OJ39;OR FACE NAIL OR3-HOD FACE NAIL AT R101rt Y� LSJ 15 JOIST,BAND J015T OR BLOCKING 2-I6D COMMON(3 ' 2 EACH 16.0L. BOX(3••o.12B9, Dos AND AT L MM A RWMt 5 FASMW TO M A024W PARAILL CdNB JOIST N AC40ROMM . . r�•ed awh C (r FADE NAIL OR33-z O.I!W NAILS Woad rfity ttatget' 9W �/ ,5 i (Ai BRACED KALL PANEL) x0.!b2);OR 4EACH"',%L. EACH SPLICE FROM TTE CM IJMSTT TCFFLDE lNLB411IMM EOP TIO W NN WINDET S t d a1d B'a'I l 43•z0J31•NA{LS IM FACE NAIL GXM OFFMM SOE CP PAP=SFWJ�Q RCUII1=. ,a THS TOE WIL a„s� �p"f�y�H H1 ���t��r�, B2 B2 ��b� � p�FES- ,0 O1�° of Tit Jort WP Nmge IN Revivms 2— 1230.85 2500 \ S22 O4?�1 1 p�g�lrypa /r '�O \ SEE SEC N0.658 Q n FOR PARCEL NO w c&209 ! 5G a SEE SEC No asosii ��o - ,:'f10 t�oa •�, osealno,l � I �.. Q ? �x ,JJ ® SUSOIVISION IATNUMSERS PRE Eo/ '� e�. ANOFOLLOWEOSYAOASN INnICA OFNOR111NECKRUEN0.33 41 �( S IC, 'B FB 'Ile �'• ro e n / / az P d �` z 4• 31S2 _ / COUNIY OF SUFFOII( aAlcl 9 �� b vb d cowrr wRxl 2vp�/ '�n,�� �)N 112 ® d 4 Iw SEES"C.NO. .3 It' 1 i a 0®n1-001.3 �1e CWNry OF SUFFOL V aaNn pool '� 3 C GOLOSMITN'S INLET ` FTEN,cama,SFRUAtpvFw 19a C/\ L1M p TRUSTSOFTNE Otm O'SOUTNOto COUNTYOF SUFFOII( \� 3 Jl _ fiM(q 10 01 3 21 IS 84 •',M-sT C-11 - �RPR-Nv-Jr ra-SNBU A ER-UTE RN�eU 3 E -rxNN.Ro-- —`———m.t---w- ——————— gyp. \ � �----EE SEE SEC.NO 0]I ��3 SEE SEC.NO.OT< —————- NOTICE M.U'hy COUNTY OF SUFFOLK © K or SOUTHOLD SECTION NO c� 21 Q __w__ � __p__ _LRb Real Properly Tax Service Agency v E ...---- �a w" -- � m c°anlYcecmrmvnmoaC.NY11901 M ae3 w 666 A N e m.Aa" °' P rain No 1000 PROPERTY MAP SURVEY OF PROPERTY SIT UA TE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-68-03-02 ,SotjND SCALE 1 =20 J U LY 249 2012 ONG ISLAND JANUARY 25, 2024 UPDATE SURVEY L 75.g4' AREA = 18,606 sq. ft. ,sue -4 (TO TIE LINE) 0.427 aC. 7 A4 °�97 �� z4 2oz4 tP 6 V, CERTIFIED TO: N WAS` �. PABLO LEON -10 O i ��• / / 9.7 / %i20 A NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Op EXISTING ELEVATIONS ARE SHOWN THUS: OJJ /_ / / %30 EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -10 - - - - 10 - , , / / / / / / i j j F.FL. - FIRST FLOOR 1 2_ / j G.FL. - GARAGE FLOOR 14 = / / / /,A° TB _ TOP OF BULKHEAD BB BOTTOM OF BULKHEAD TW - TOP OF WALL 16- � � / / / / / // j / BW - BOTTOM OF WALL 50 2224_ � 2. BUILDING COVERAGE =1,160 sq. ft. OR 10.1% OF / / / / / / / / / // 50.5 � AREA SOUTH OF COASTAL EROSION LINE (11,486 sq. ft.) 28= 30 3234 N d� 36 � _ / � _ , /,�\ ,� lief ,;� �. ._.�'_ . . ....i�Y'- ,-.o-� 1 3 0 / =�i/ / of �p X 50.7 50.5 X `�� 1 0.5 (� / r'+n ! E _... Y I \\ i JA N 5 2024 # x� \ x 49.7 \ COCA` ER X 4-8 9 �00 / 49.0 e \ o O y� /9yO(�yo 48. 19� tik � 46.1 45.6 � s X 44.6 / 46 - / w mil (+, ado / X43.1 ��L q 45.5 43.5 /o /I / 4 I X42.6 / / x41.3 44- �a44 I x42.3 / O � , I x 40.5 / � x voJ 42- - !D x 4� 8 ��F 41.1 44 X 0.1 40.1 / / 40 1 / X 37.8 .0 •��+ o`. I 39.4 4 - . OVERH WIRES_ ti dj G� a a 38.4 .� X :. �2 POSfi`�A' J7.4 � A��� �✓ 82.49'00" E PEFO 9 PO , ' V`� a DER( ROAo• a ; a. ;m �� r N OVERHEAD WIRES 38- 1Ji11 u1.-5 S $2°49 4 d 6. C)�, X37.0 : •4 WAY . aO;y�� O PPE D rn 33 RIGH OF T a 4 LAN s9��2�� • MAR,SH s SALT -- _ O F �'r°G - PECONICLAND TRUST PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FTOR SUCH U$F. lift �YORK STATE LAND ``Q 11.T`ibb 0 F /V'c co TAFT 00.• y0 A -: 2'' i S��'•050467 -; N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION TI ADDITIONNathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947