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TR-10408A
Glenn Goldsmith,President ®g so 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 COMM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10408A Date of Receipt of Application: June 5, 2023 Applicant : Dimitrios & Irene Antoniadis SCTM#: 1000-154-1 Project Location: 3630 North Sea Drive, Orient Date of Resolution/Issuance: July 19, 2023 Date of Expiration: July 19, 2026 Reviewed by: Eric Sepenoski, Trustee Project Description: As-bdilt 10'x34' (340sq.ft.) addition to an.existing "as-built" 26'x42' less a 14'x8' cutout area (1180sq.ft.) deck for a total deck area of 1520 sq. ft.; establish and perpetually maintain a 10'.wide non-turf gravel buffer area landward of top of bank. 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 survey prepared by Nathan Taft Corwin, III Land Surveyor, received on June 5, 2023, and stamped approved on July 19, 2023. Special Conditions: The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. 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 an other agency. A icholas Krupski, Vice- resident Board of Trustees GENERAL NOTES: CONTRACTOR NOTES "° ` '° "`�'°""n°"° ` '°" - General Notes: 1. GENERAL ALL WORK TO BE COMPLETED IN ACCO RDA CE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK,AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. u studs to be SPF 1{2 or better, and dl other structural rood to be Douglas Flr/Larch J2 or better. 2. FIRE SAFETY: 2. AN structural rood shall be In accordance with the national design specifications for rood construction - latest edition. pppppp��T��yy��}}//�� 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK CWNrY, NEW YORK,2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF TIE BUILDING ARE TO BE STORED IN A lsaElLADii71VE\ASl7l/41A1,{7LT!11C CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE 3. Nailing schedule shall be In accordance with the epeo'fiied code. PRACTICES. 8.LOCKED AREA. '°*1on161 an,nm daror•��ro 2. 4. Pre-manufactured trusses. C.ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF o. All trusses shall be 'shaped'as shown on architectural Gross sections. D.ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THDR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Bax 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a bora number and shall be manufactured by a registered manufacturer. phos(6311433-904 AND PAY l FEES REQUIRED BY THE GOVERNING BOOF THE TOWN OF SOUTHOLD,NEW YORK,AGENCIES MATERIA ARE TO BE KEPT AWAY FROM HEAT. Soulhdd liewYah 11971 6Mat ssbnWA rat 3• ADY MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to trove plate Institute recommendations. I- I- ALL FLAMMABLE MATERAIS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE- SHALL 'ACESWILL BE INCLUDED AS F THEY WERE INDICATED IN THE DRAWINGS 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUTTS. �+°c+a.�=uc.imMn oncnernra uc 4. a. All plywood shall be in accordance with the American Plywood Association (APA) epecifilcotions. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER. b. Plywood sheathing shall be Continuous over two or more sperxc with grain of face plys across supports G.ALL ELECTRr-AL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. ' 5• corporation or equal. CONTRACTOR,AT Al TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, DR ANY FLAMMABLE These drawings and spedlloatiom Including THE CONTRACTOR SHALL BE RESPONSBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 9 the CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTAL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. id.o.,d.sign and arrangement-mprNaerht.d REMOVAL TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 7. AN sills shall be pressure preservative treated (.4 PSF retention)SYP�2 or better. therein,oro the Property of KEHL DESIGN rs OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL• capita,disclosed to ASSOCIATES,LLC.No pot thereof hall be 6' others or used In connection a. Framing Lumber. OF(north)No.2 or better with any work or prefect other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE AL DIMENSIONS REQUIRED FOR OTNIEN TRADES: E 1 umbo 00 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consai PLUMBING, ELECTRICALS, ETC. 7' law 95 PSI B.CONTRACTOR TO ISOLATE CONrRUCTiON AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR - PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C.HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS Al REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT,AN DUST TO BE CLEANED UP AND CLEATED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE B. a. Laminated Veneer Lumber(LVL):ELECTRICAL WORK SWILL BE PERFORMED NT PERSONS LICENSED IN THEIR TRADES,WHD SHALL REQUIRED SI FOR AND OBTAIN E = 1.900,000 PSI ( ) ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL COHTR01.ALL REQUIRED PERMITS, INSPECTIONS AND REOURED SIGN OFFS Fv 285 PSI 9 THE CONTRACTOR SHALL DO Al CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fla 2600 PSI 4. NOISE AFTER HOURS: 1O DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. AFL DEWN ASSIMIATES,LLC.NOS A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 64M TO GPM, MONDAY TO FRIDAY, Al PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC.AND THERE ASSOCIATED ENGINEER ARE NOT OVELSEENG THE CONSTRUCTION OF THIS BUILDING. B.EXCEPT LEGAL.HOLIDAYS it. THE USE OF THESE DRAWINGS ETY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES 7O WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR.VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES I.I.C. OF THE FIRST FLOOR ARE TO BE RENEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES I.I.C. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HFATING,WATER,OR ELECTRICAL SERVICES TO THE OWNER WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL.IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES I.I.C. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED,AND WILL NOT CREATE DUST, DIRT,OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NDGHHBORS THE CONTRACTOR IN COORDINATING TIE WORK WILL REPORT ANY DISCREPANCIES TO THE ENCNEEWS ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC.HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISNG FROM THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR.TRADESMAN,OR WORKMAN. THE USE OF T7-ESE DRAWINGS 8 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE RAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMEN OF AL UTILITY LINES WITH THIS AND RELATED SITE WORK,AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS,RECONNECTIONS,AND STARTUPS OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOOLNENT NOM PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CDNOITONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING,AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS NAVE BEEN PREPARED BASED ON INFORPAA71ON PROVIDED BY OTHERS ALSO,THE CLIENT AGREES, REQUIRED M ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE.ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW,TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, I.I.C. HARMLESS FROM ANY CMM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED,THE URK NOTES; ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY,OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR. KEHL DESIGN ASSOCIATES LLC. GUYATC AM GEOGRAPHIC DESRN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. OTslowtDNO SESIGN WINTER ICE.. ALL STRUCTURES 7D CCFORY YWTRI THE 2020 RESDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTPLE-STATION Um SPEED m GA�� WCATIE7INc D THLI� TONNE OEGY TTEEMPP.. YOR�IRD Ms MCA1E:(NORY OF NEW TURK STALE SECTION R301.2.1.2 PROTECTION OF OPENINGS IN ACCORDANCE WITH CHAPTER 3,SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE :] 23 lb./,H 170 m h C SE\47iE 3'-0' YOODtATE TD HEAR S1W7 TO YCOFRATE 11 tlgw AES 1 1054/1998 1 R301.21.2 PROTECTION OF OPEN G& EXEROR MADNC N BUILDINGS LOCATED N WIM-BORNE DEBRIS RECONS SHALL BE PROTECTED FROM MNDBDIWE DEBRIS.GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WNDBDRNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM EIN8 AM RESIDENTIAL CODE OF NEW YORK STATE RRM TAE 8301.0-MINIMUM UNIFOLY OIRD SOa6UUAC LOADS. ASTME Et6gg AS MODIFIED N SECTION 301.2.1.2.1.GARAGE DOOR GLAZED OPENING PROTECTION FOR WHMGRNE DEBRIS SHALL MEET DESIGN aIERA (N POUNDS PER SQUARE FOOT) THE RECUIREMENTS OF AN APPROVED IMPACT-RESTING STANDARD OR AIA/DASMA 113. NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE OCC PARGY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRRPTVE DESIGN 25.REMMMAL ONE-AND--TWO FAMILY DWELLINGS LOADS T.WOOD STRUCIURA.PANELS WITH A M14NUM THICKNESS OF 4 INCH(llmm)AM A SPAN OF NOT MORE THAN 6 FEET(243Bnrr) SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS ALL BE PRECUT AND ATTACHED TO THE FRµN9 SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(.)AM OCCUPANCY CLASSIFICATION(.) LEINNABTABIE ATTICS WITHOUT STORAGE' 10 OPENINO OORTANNO THE PRODUCT WITH THE BLAZED OPERNM PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED"THE ATTACHLENT HARDWARE PRONDED. ATTACHMENT SHALL BE DESIGNED TO RESSi THE UNINHABITABLE ATTICS WITH LIMITED SfORAGEb'g 20 COYPONEIMS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2)OR ASCE-7.WIN TIE PERMANENT USE _AN_ CORRISON-ESISTANT ATTACHMENT HARDWARE FRONDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WLTI TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 43 FEET(T7A728mm)OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3(SNS(SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STARS 30 WHERE W ERE THE ULTIMATE DESIGN TBD SPEED Vw,5 180 MPRH(29okp.)OR LEA. TABLE 8301.2.1.2 MD-DOME DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OR WHSfRucTON(CHAPTER e) BALCONIES(EXTERIOR)AND DEIXs (.) w STRUCTUAL PANELS a,b,.,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 8, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPES 40 RESIDENTIAL CODE OF NEW YORK STATE. FASTENER SPACING(NT3E5) R301 DESIGN CRITERIA V B GUARDS AND HAMRALSd 200h FASTENER TYPE PANEL SPAN 4 FEET<PANEL B FEET<PANEL S 4 FELT SPAN S 6 FEET SPAN 5 e FEET R3Dl.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUAM IN-FILL DOMFORENT9f 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS.SNOW LOADS. WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO.a WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE HEl(IiT FLARE AREA PASSENGER YDIIt1E OARACR° 70° INCH BASED ANCHOR to t0 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No.10 VOW SCREW- THE VE TICAL IROOMS OTHER THAN STUPING ROOMS a BASED ANCHOR WITH 2 le 12 2 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. NEW THE VERTICAL DISTANCE FROM T OF INCH EMBEDMENT U2NGTM PLANE H THE AVERAGE FIEIfNHT OF uNUYnED AREA SLEZPNG ROOMS R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE so AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DECK AD MON 13'-0'As PER CHAPTER 5 OF TE 3 STORY x INCH DIµGOR WITH EW- le 16 le WM-W�ING OME OF NEW YORK AS PER TAKE '2 STARS 40e INCH EMBEDMENT LFNOTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH STATE THESE STANDARDS.THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE FOR THE FOR R t Yhdh-2S4 mm,1 FOOT-304.6 mm,t pend 4.446 N.1.1.per hour 0.447 m/. 1. AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) ANTON IADIS FOR S: a.This table Y band an 1BD mph ultimate doelp wind stated.Vo and a 18--foot mean mol freight 1 POUND PER SQUARE FOOT-0.0472 LPs,1 SQUARE INCH 645 mm•s 1 POUND-4.45 N.TOTAL HEIGHT FROM RODE TO GRADE te'-1 2.ASI STANDARD FOR COLD-FORMED STEEL FRAMING- PRESCRIPTIVE METHOD FOR ONE-:AND 1140 FAMILY DWELLINGS(ASI-5230) a.ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUR LOAD b.Fewbw..hot b.1-tdl.d of oppW nq nal.of IM rood.bveterd pon.L APPLIED OVER A 20-SQUAT-NCH AREA FoH.n.n.hail b.boated a mhrmwn of 1 Inch from the edge of the Gana. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC4oD) RESIDENCE LUMBER SPECIES AND(RADE b.UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE MERE THE CLEAR WOO o.MChor.Yat pewbat.th-gh th..dwrior call a-Ing wHh an wnb..mnt ingm of 2 Inehr mIn.num Into the buldhg IYxma Fostne.shot be located a minimum of 2DM India Hmm the edge of concrete Nader er aanarst& 8880 NORTH SEA DRIVE ARE BETWEEN JOISTS AND RAKERS IS TR MOM THAN 42 HINGES,RA MITRE ABLE ORIENT NEW YORK 11951 ARE NOT TWO OR MORE ASSUMED RECTANGLE TRUSSES INC 1E8 CO EIGHT Y 2 CAPABLE OF d 1YAew pant on aUoohAM to masonry er ma.aery stucco,tMy.hol t»altodh.d using vibration rdYal!oneher. NONE:ALL CONCFEMSHALLCOtFORMMTHESTANDARDSASSETFOMNOWITEN4, F ALL HOUSE FRAYING MATERIAL DOUGLAS FIR-LARCH/2µD BETTER OR GREATER WI IN THE PLD E OF THE U INCHES IN LIVE LO BY Z4 INCHES N WIDTH OR TREATER,WTaN THE PLANE OR THE lRUS5E5.THIS LIVE LOAD NEED NOT TE ASSUMED Aavthq a mhhwrn ultlITate witnarowal copotlty of y7D0 pans. TO ACT CONCURRENTLY WITH ANY OTHER UVE LOAD REOUFEMENM IMMATIONB'OFTNE2020 RESDBlT1A OM OFNEWY�LSTATE Sam�{ /!/Erb,sem 0 0 ALL EXT.DECK FRAMING YATFRGLL CCA NC TINE QµD BETTER Sam Iti fr 1{AN'IJ'{F11J1 c IR A 300 STAR TREADS SHALL BE DESTINED FOR THE ARE OF 4SQUARED LIVE LOAD 2018 International Energy Conservation Code IECC P�IFUMNE DESW CRMNA REOUIFENEN S AS PER 2020 REMENTIAL OWES OR 300-PWM CONCENTRATED EGAD ACTINO OVER AN AREA OR 4 SWARF NORLS, WHICHEVER PRODUCES THE GREATEST STRESSES d.A SINGE CGNCIENTRATED LOAD APPLIED N ANY DIRECTION AT ANY POINT ALONG THE rep. SECTION R503 ALTERATIONS OF FEW YORK STATE GENERAL NOTES AREAS OF STRUCTURE ..SEE SECTION 8707.1 FOR DELLS ATTACHED TO EXTERIOR Wuic R503.1 General . 1 yyr r�r �/y� p NEW COWL SPACE NA I.GUARD IN-FILL COMPONENTS(ALL THOSE Dr�T THE HANDRAIL),BALUSTERS AND PANEL Allerolims Lo any buiding or structure shall comply with the requirements of this section 0503 and the code of the new construction.Alterations shoo PF.G04,.vFTNE BIEI9WY DEWN MEM RMUIFSOM AS PER 2=ENEFW NEW FINISHED BASEMENT NX FILERS SHALL t£DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF be Stich that the existing buRding or structure is not less conforming to the provisions of this code 11-in the existing bulding m structure was prior to MINSERYATMCONSFANC"CODE OF NEW YORK STATE 9W FSCC M),SAST� EX BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.MS LOAD FEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER UYE LOAD REQUFO40M the 011eiation Alterations to On existing budding,building system or portion thereof shall conform to lt•;provisions of this code os those provisions ON TM 2019 EFNTION OF THE NTEFNATTONAL ENERGY CONOWATM CODE AM EX FIRST FLOOR NA UNINNABITABtE ATTICS WITH STORAGE ARE THOSE WHERE THE GEAR HEIGHT BETWEEN relates to new conslrluclion without requiring the unaltered portions of the existing buOdng or building system to comply with this code.Alterations shall ASHRAE 90.1-MG IL¢PLANS ARE AN PSnUI3rt OF lIE MM AND w[DE FROM or THE NEW FIRST FLOOR NA g' _ ffUL G NFMD NEIM ERF,HLB115 AL BE THE JOISTS AND RAFTERS 0 42 INCHES OR GREATER,OR WHERE THERE ARE TWO OR not create an unsafe or hazardous condition or overload existingbuild systems. A, OF THE LAE Mor CM sW1'BFY ALL EX FINISHEDBASEMENT NA MORE ADJACENT TRUSSES WITH WEB CONFIGURA IONS CAPABLE LF ACCOMMODATING AN Y �OD' me, E SW R3UtM FDR FG➢RL THE NA ASSUMED RECTANGLE 42 NCE7 IN HE1GM BY 24 INCHES IN WIDTH,OR OREAIER,WARN •[QqI PoPTE MINC'AMM Fill ONNEM ME To WoBN Q THE PLAINT or THE TRUES NOTE THE SUE OF ALL NAILING MATEFOALS AND THE NAILND PATTERM 10F ALL UATERIALS F EXCEPTIONS:the following dtmotims need not cam IU the requirements la new construction, roi deal that the mer use of the building rs not '�T� N61sOgNO0{ Fi g'u mIBr6 iOf NE1r aM,.rnNr "'' 9 comply" 9• P 9T g� MBE IN ACCORDANCE WTTH TABLE R802.3(1)FASTENING SCFf.DIJ.E OF TFE 2020 RESDBTiIAL ej ur Asoo�J3 TEA®L•R i WARS LOFT NA THE LIVE LOAD SEED ONLY BE APPLIED TO THOSE PORTRIS O'THE JOISTS OR TRUSS ATT1e 14011 a Nu Bo7iaH CHORDS WIIIE ALL OF THE FII1DWNo CGMIna1s ARE MET! inaeosed. CODEOFIEWYM A b NA I.THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES N WIDTH 1.Sloan windows msldled ova existing fenestration. NEW"RAGE ADDITION KA BY 30 NOES N LENGTH THAT IS LOCATED WERE IME CLEAR HEIGHT IN TIE ATTIC IS 2 Surfaced applied window him installed on existing single pane TmeslNtion ( ...- - \•, ATTIC(GARAWWO NA NOT LESS THAN 30 INCHES 2018 Internotionul Ener Conservation Code IECCI1 f� EIGHTS ROOM NA assemblies reducing solar heol gain,provided that the code does not Energy L a € (-- "C HbPTRt2R 2D2I IQFL 1E99E ASSOOATF$LLC. 4: RTE SORES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN (� a' `� ALL FLOOR PVNS AND F1EYAlDl4 ARE PROTECTED SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORHZCNTAL require the glazing a fenestration to be replaced. SECTION R50Z ADDITIONS r 5,'� SUNROON NA - _....:-.._ GG NU H�ERy WIRGHT ur EX DECK TO BE REMOVED NA 3.REWIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 3.Existing ceiling,wall a floor cavities exposed during construction,prodded § PM MAY NOT BE IEPROMn MTHOIrT BOX MEMBER DEPTH. that Ihese cavities are filed with insulation. � 11"a AIJD[QIAHQI NEW DECK 34o R. R502.1.1 Prescriptive compliance Additions shall ; N COVERED NEW DECK NU THE REMAITHO PORTIONS OF THE JOSIS IM TRUSS BOTTOM CHORDS SMALL BE 4.Construction where the existing roof,wall or floor cavity is not exposed Hn f ALL PLATS AND D69GG ARF THE 81E \ A COVERED FRONT ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIE ITET CONCURRENT LIVE LOAD OF NOT LESS JUN n� L• AT)L DM AS41GATE$LLC COVERED ENTRANCE THAN 10 POUNDS PER SQUARE FOOT 5.Roof recovered comply with Sections R502�1.1 fhrouGh R502.1.1.4 j LJ U N _ 5 ThE RIGHT TO IAIID DAY ONE SMCTWE fRa THE J • = M.GLAZING USED IN HANDRAIL ASSEMBLES AM GUARDS SHALL BE DESLIED WITH A 6.Air Maters shall not be required and roof replacement 2023 f F� f G� POOL HOUSE/CABANA NA eP , A FEARS IS ULDISD DMERI VQY TD TIE B1TDL MIN r9TTEN �: SAFETY FACTOR OF k THE SAFETY FACTOR SHALL 6E APR®7D EACH Q THE ACCESSORY STRLCTURE NA CONCENTRATED LOADS APPLIED TO THE 70P OF THE RAIL AND TO THE LOAD ON THE where the dteatxms or renovations to the buldng do not include i ; PROOF OF PURQIA1 ^;!f � Y:` IN-RLL COFONENTS THESE LOADS SN1Al1 BE DEIOMFED IMFPEWDENT OF ONE P g SEE PAGE A•301 FOR THE PROJECTS TO COMPLY MTH r._ 5` Atc>plmoe d fiQ doer IWt R6wr�Is' to bald 1rHUpot�• 1 (°)WITHOUT ANOTIER AM LOADS ARE ASStMED NOT TO OCCUR MIH ANY OTHER LIVE LOAD, alleratens,rmDwtions or repairs to The remainder of the building rove a CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE dQ°eP rpt SC:�IA L• Rhe rulMalmEan d brd PR^tg agmdM,a di m 9dfalk COLI DIOL (b)WITH STORAGE PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE ""'`"'r1 Q H.dOH SWrwl Tan Building DyWknetq DEC,tBiG do "lf ri Ct':•i15!'J�S r Varity al Ltx160aa,wales,and requisionts with such agencies prior to 2016 INTERNATIONAL ENERGY CONSERVATION CODE(IECC} -• - .- _ _ Colostruct11n o�� � SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION '" LLj � r as,'His MTS20 LTS20 .0,oE((D—1.1 ON SIDE AND DE OF CENNG JDSi � FeSmNERS a LNOAD 111P ON SDE OF RAFTER uIOEL GA TO UF.m UPUFT TM�• COO ILRD TRUSS !: AND AFrz6s/RLwrts sTuos °L' 033) Oeo) L; (1]3N 1R1155 - SUP60N NOTE:REFER TO ON Lv00D CONSTRUCTION S TAILS-UR NASNER ,t), REI�ADESIGN ASSOCIATES,u.c H) IB -m x-m a-.a x99+ ] 9m lD0 S,u CONNECTORS MANUAL UAL FOR FOOT NOTES AND PROPER INSTALLADON PROCEDURES KP 1oae9dld IN c9mnwnd a—.cawo-lp H6 16 6-m 6-IN J9m 915 950 650 DIUEIusoxs IFAs ALLONAOLE URIs LOADS(IJJ) ALLOwABLE UPUFT LDADS(133) 'I. /urlg5,lz PO.BDXld75 phone:(6311477 9gB4 (TOTAL) LENGTH Or ear IN WOOD NFABCR LENOM OF B0.t iN WOW uEUBER ccoE 9a NAIL // SwNdd PlewYDk 11911 FNd:stEn654&oplonifsnet one Na r'" ULT.AW UTA' LT. R6. FLAT L orr tt xF 5' 33. ]• 3I" MOa 81THAIL SP4 71 u DAeA„ac4l,L LLC LFTA 16 xi' 17• ]Bi"16-1 IWO 5,...85 MT, ouc-Fw LARpt/se.i5t1E These drawings and specifications including the F12-1. eLLOw DE 1PuR LD1° ideas,design and arrangements represented u°pELAr t00" REF, LFTA therein,are the properly of KEHL DESIGN 33/+6D o]J> 06D, L S T A 21 Si pson$ifOn Tie ' ASSOCIATES,LLC.No part thereof 6holi De HGA10 O- copied,distilDred to Others o usetlin con fiction ut516 11' 31161000 4 1thQ h—been o d ithoul tten CO t. wih a y ark or pr jecl otherthanrwhich DETAIL "K„ Y preps e w NrI nsen.-a xo 11• n 1000 • D 3..1,usS TU Lsno xD t1• v ns no rzo 3 41 -"'- 63 DDBPLER K 1 DETAIL "E" /11M - Equal number of / SIMPSON TYPE OF DIRECTION w-LARCI CODE specified nnits In TAKE-UP WASHER .MEL CONNEC-OF LOAD 000 L LOAD51 / REF. �"BROor 33 Simpson Strong-Tie each end C s.Row us 150 I• CS16 ARTB•x12 LIP. a 516 645 ]9,97 DETAIL 11H16 N 515 645 6)0 ue,ERUL ONENSION6 FASTENERS ALLOWABLE TENSION LDA05 (DF/Sv)(133) HDMwN pEFIFCnON ART�1'x LExcM 6 BttT TA °�C A KOHEST CODE uODEL AWNS ULT. IN vERnCAL N000 YEUBER ALLDr`ABLSE LI]ONADLBEE9GN REF. NO LASE BCOY HBA 58 M B 0. 0 �E n'DA li. 2' z1• Y 31" si' L"oEw OMEN Rusin OFF a9 HD2A 16 12 .&' xi' 2R' x8' d Id' P z Y umD Isss toss x56s Rns zns z)fiD Cos. o.Dn "NOEL DNENSONS FASTENERS AVO ALLOwAB u LOA➢ L PLArz Ul °r v CODE a3]) Sv(+80) Re. 31A' )r 'Co- K 11'— 911 AS BBS ).b.IIT OiuENSIOxS FASTS-1(TOTAU ALLONABLE TENSDJ LOADS CODE NORK NOTES: Na EI °" L NLs ',,Lee, (u]) D,) REr. w LS Text 20 905 1x03 1295 ).40.90 LIME, DIUEry ION FASTENERS(TOTAL)NLONABLE TENSON LOADS CODE No. IDD (133) (ICO) Er. Simpson Strong-Tie STU '- usTA24 W 24 n)0 1640 ).D.9D LUS46 TAKE-SIMPSON LOOLL L0�"L zF srzNERs " w LE IENsox LOADS sr.we CODE HD2A TAKE-UP WASHER ° (LExciu E�° CA Wi LENBTH LT.-) <CO)� (+yl/160)' $rpRPn St'On9-ib F. OF ROLLNOTE:ALL HANGERS TO BE USED ON THIS PROJECT H6 C516 16 0.EAR SPAN"Jt• 2e-m 1650 N x.L" l0 90 ARE D. AI TOP MOUNTED UNLESS ALL NOTE NOTED.FAILURE TO COMPLY VAM ALL NOTES IM L +5 SD+S FASTENEHS ply uF�i xA A ' ON MIS PLAN WITHOUT WRITTEN AUTHORIZATION °" N B HEALE"6a )01515 "w OOR 1100 SNON e5 RODE 1x6 CODE BT A LICENSE PROFESSIONAL ENGINEER,PLACES DETAIL "F" ULT.(13))(160) 1m 6a 100 to d ICO REF ALL LIABILITIES ON ME CONTRACTOR. Lus.. Ie .1' z —a-160 .-160 sa)s uw".—no—use 1—usD ) a,tv DETAIL "I" N - COUPLER NUT 10- 4 3i- 9A' 2 —1--1 _ a 6076 1755 21°5—1650—11 —2065 I +Z] ART�112 STU )•- Noon x FASTENERS 6 UF1m UPun (J.ST%4) �R6.E TAKE-UP SIMPSON OWASHER m RArrzns To Purzs ms 435 .35 S mo HCA1DKi a-sOsi•.11" .-SOSR'.J' 15x] 435 a]5 11fi6 900 SP4 IAC 1 n.H,6 Ib Be ORS LKS CNN- smE 1r,elrss COUPLER NUT SP4 �ROJECT: ANCHOR BOLTS mrNA mu+ genMlwl6 MTS16 LSTA21 SIMPSO 55 NEVY IN OILS T11 96 OILS,KS Sm a•- 8' Ix,g 7Bas ntt DF,euss MTS16 eluPsa K IBA TAXIE-UPER Strong-re DECK ADDITION LSTA21 HUS210-2 °`"T&I FOR THE ANTONIADIS IN tt RESIDENCE RALES Bi OIL u INFO n rue 3�ro„�3L�"9-T1rRATE6 •p DETAIL "A” ® 3630 NORTH EA DRIVE "' 'U_ So DETAIL "D" DETAIL "G" DETAIL "J" ORIENT,NEW YORK 11957 sviuD H..ps-S11-9-hr Simpson Strong-Tie DETAIL "L" SCTM#1000-15-01-01 LFTA FTA ROD SYSTEM L LA Ridge Strapping DP LSTA30 SIMPSON WINDLOAD CHARTS&CALCULATIONS /STRONG-TIE DETAILS /ROOF DRAINAGE CALCULATIONS AND LTP4 PLUMBING RISER DIAGRAM LTP4 LTP4 NOTES. ➢fg PIANS ARE AN INSTRUMENT a H SERVICE AND ARE INE PROPERTY a THE DETAIL "CDS" EESO!PRDFCSACNAL WHOSE SEA IS AADED HERETO.INMNDELENTS MLL BE R OSECU ED TO ME(WEST EXTENT CE ME UV.CDNMACrORS SULL VERFY ALL Simpson Strong-Tie FELD CMD➢DNS AND ONENSONS AND BE SOEY RESPONSHL FOR FIELD Fit.THE LTP4 DSTA.M'El' Floor-to-Floor Connections Ridge Strapping D NO 11 RITY FOR DIYSDNS DUE TO UDMIN OR p�.MkgM IM BASED UP(N CDa&)S NOT LTP4 Detail /l m f°i!' 'WJ "ANS IyaLYY Simpson Strong-Tie L•: A A Floor-to-Floor Connections /T L ^ A 1, ?RQJ T 0:HOS 2023 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EOUAL TO DR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. �. T 4-2023 WN BY: NO SUBSTITUTIONS O All framing hardware shown on these plans, P i �) � 17(! q KED B unless otherwise indicated, is Simpson Strong-Tie. 301 DESIGN CRITERIA AS P R TH 0 0 R PIDENTIA CODES OF NFW YORK STATE f ' U 1 ~ No substitutions are approved or authorized. F1 3 Due to the relationships of framing hardware t0 XOAD APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE CONSTRUCTED A SAFELY SUPPORT ALL LOADS, WITH THE DEAD LOADS.LIVE LOADS.ROOF LOADS,FLOOD LOADS,SNOW LOADS,WIND 1 JUN '- 5 /O -( 1 L'� the Other COm onents Of the structure, an Framing LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PNG ELEMENTS OF THIS CODE SMALL RESULT IN A SYSTEM THAT PROVIDES A L V P Y g COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT CF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES n 1 hardware substitutions w1(1 render these pitons CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. [J.•!'� UA null and void, and will result in the installer/contrnctor 1.- __. 99 �tf l i `7' assuming responsibility for the design and R3ol.1.1 ALTERNATE PROVISIONS --- -"-'� < performonce of the entire System. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS,ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE UMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS .+L:.u1�;1 .•.li \ , Ul USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. II /•rl`F" OS.��l" 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) -- '--- 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) NEW 34' DECK ADDITION s ? rt, KEHLDESIGN ASSOCIATES, TEc tmkllntld.adnmacat1te101.Oba.i, 34'-0" 2'-0e PO.102 117S phare:1631)43-9CBk klAhdd,NNYa911971 FA1d:da5NapWltsrel 7/'Sona T18e Bolton W.S-o' _ 1 _.!1J���' lid. 1-91 .IGedt 3'-0 7° n,,� I/Sanv,vBa 0 - i��-9 9 9 9 9 9 I �rtp, ,An«b,m.Dr:. c�cA�aY>b.ue I/Sana TuEe mi.Yn S-0' N I � '�� v�� '�� N 'r Pollan Yu. K. BdoM Fm G �Belton 103 3'-d eaa.raGeat Bamrac,dt — __----__ ----_ ----------- ---------- ---------- ------ ------------------------- r ,�- ---____ , mese tlrowings antl speti Ficoli0n5 including the Z _ _ (3)1X8 AOD arch _ _ (3)M ACD Cada _ _ (3)1A8 ADD GNn (5J2Y-0 ACD Coda _ Cdsl'rq GrM -{p�/y��—_ -�/��/y��_ Gisang Caa_(Y�/j�_ _ [n_sln9 Gtdu —}��/J _ idea),design and arrangements represented 0 a(1)1X10 ACD w(2)2X10 ACD a(2)2X1)AfR dT2)2x10 AW I - `� "u' - "" therein,are the property of KEHL DESIGN Grew Gdw arca I ASSOCIATES,LLC.No part thereof sholl be O B 7B >3 coved,disclosed to other.or used in connection C) 9 - 31-0' 9 9 14-Q 28-Q with any work or protect other than for which Q they hove been prepared without written consent. NEW DECK® NEW DECK NEW DECK NEW DECK NEW DECK o EX.Deck EX.Deck EX Deck EX.Deck EX.Deck EX.Deck C) j� lM'Sme 7oD, IA'Sma Tule H'Sow Td, § 11'Sono tete g` o _ _ _ W o �m FM Gat Amurn dm Find . Bellow Y 3'-0' Pollnn Yn 3'-0'' r� i� r-9r nn nn nv nn gn REV: J J J J J _ \ Bao.fnd Gude Ed F a Dode �t ' ' ' ' I '� O 1 (3)2X8 AW Gide _ _ (3)1X6 AfR E du (3)tl®ACD Grda 3)218 ACD GI _ Erisliq Gide �p��— —(/� FnsFw;Grin �p/J/��� -qpJ/�- "Itirg r der D(2)1x10- a(2)200 ACD w(2]2X10 ACD a(2)2Xm ACO — 2 I Gaa Gde crew Gdw I I I --- ---- _ j i i 1 Ez bB FJ 012'm i EX,perk T X.Deck EX.Deck EX.Deck EX.Deck EX.Deck o N 3 I � � �� N o I m I I 1 I -• I I I _ E�rm Gae u'aw�a crde _ Eday Gates _ 1JeI I I L— --------------- 3, 9,r 9„ 9,. M o EX.Dedk EX.Deck EX Deck EX.Deck I I I c E.bB FJ OI2'a. �� I _ _____________ I t-------------------J I 1 r I I o E e,,GNw _ Ea,Imq Girder - _-___-- 1 r _, I F ____J iv 2v8FJ01Yac. I I _ 1 I l I 13'-4" 1 1 28'-01 I I I EX.Deck EX.Deck EX Deck EX.Dedk I I I I I I I I I N I I -----------------I I I b d I ILiI F I I I I I L ----� Kben0ltEw1�rJ016'oc I I I I I I I a o: 11411 011'3 I la I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F.he FJ 0 Id a. 1 I I I 1 I EX.GARAGE — ---� I I I I PRUJ I I i NEW FOUNDATION P LANDECK ADDITION I FOR THE SCALE:Ya=,'-a"® ANTO N IAD IS EXISTING DECK I I I NEW DECK RESIDENCE Trex Decking or Equal 3630 NORTH SEA DRIVE J" Galy Carriage Bolts ORIENT,NEW YORK 11957 (3)2X8 ACID or (2)2X10 ACQ Girder New NIS A Q J 6 16 oc. 11 SCTM#1000-15-01-01 Simpson 44 Post Anchor DRAWING TITLE: 2'x12" Anchor Boli EXISTING/NEW FOUNDATION PLAN NOTES: 14" Sona Tube THESE PLANS ARE AN INSIRAMEN,OF THE SERNCE AND AR THE PROPERTY OF NE DESIGN PREFESSI MHS SEAL IS AJFIG HERETO.NIRNGLHDIR MIL EE Bottom Min. 3'-0" D.,M THE LTM.CO RAC70R5 9 1 ERY AG f fONs ANO.OIN D SGLDY IESPCFJSBLE i0i RELD(0 1K Below Final Grade aw.AS¢YksN TIFmkanXXwErouxm)NCR TN NdO CMUp3R G )NS BASE)UPON CO""N S NOT DECK CROSS SECTION kt, Ni TF PLANS. NaAS R � 1T,� _ ((({ f((Ti777 �� tz I '� jl T `�Q CH OS 2023 fff" E lu, /)� PROJEC NO: w_I SCALE:r=1-0` ��Y_ WN 1�-2023 �(; oK { '_'� R501 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE JUN - 5 2L23 E r U0 COPYRIGHT 1023 OR DESIGN ASSOCIATES,LLC.All ROD AN � E l UMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS.INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS.FLOOD LOADS,SNOW LOADS,WIND r PROTECTED UNDER FEDERAL COPYPo;NT IAN.PUNS NA i B LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS CF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A f 6RITIEN AUTHORI TION.ALL PIANS AND DESIGNS ARE PRDPERIY t.t.,g A 101 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES J �_-` ._.-_ ME.DESIGN ASSOCIATES,U.C.THE R!GI1 TO BUILD at 1RUCNRE FRO .�" �' CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ,., _ I PLANS IS LICENSED IXCLUSIVELY TO THE BUYER,K77H'AIB 'c �` '(•+ R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS ( f3op;:1 of !EiJSiCCS _ - t `-JSII`)�6 USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. t'^• ---^-^------^- -""- -Acceptance pl These dines,s chew not wlha ou the right 1.build without the an Building 1) of local gavernng agencies,such as Suffolk County OCL p!health Services,Town Bulking 1)AWG WOOD FRAMED CONSTRUCTION MANUAL(WFCM) Departments,DEC,FEMk etc. Verify all conditions,codes,and requirements with such 2)AIS I STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) af91[25 prior to construction. mK�D. � us ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) r� aIILI -9-WL KEHLDESIGN ASSOCIATES, u� N udeN/1•--In.AWnW.ro PO.B0a1d75 ph"'.(511)43-M NEW 34' DECK ADDITION SmhddNBWYat11971 &d9(f honirallel c.n naera<.uc.am� oACA��ue WN HI UM N Those drawings and specifications including the ideas,design and arrangements represented 7G therein,are the property of KEHL DESIGN V-0' ASSOCIATES,U.C.No part thereof shall be copied,disclosed to others used in connection with any walk Or project other than for which 11 14'-�" 28'-0" they have been prepared without written a,neent. 34'-0 REV: Z O 0 Y o 0 0 0 C) I I I I o NEW DECK o NEW DECK o IXISTING DECK o _o 3 Z 6EdslSfds hg EfAhg Flai-Frons Forting fler'rFrome F.efinq Fri-Frame G'sling Fleri-F e ' Randa.6i.)Y vnm.fb'd7' wndoW 66'vTY 1Rodov 66'.TL' _e W . O N EXISTING MASTER BEDROOM E EXISTING DECK e'mwc [ustig Owl IX.LIVING ROOM GIIEFUL CE" o _ I rn W EXISTING MASTER EX-DINING ROOM BEDROOM CATHEODL COLING I IX. BATH, IX. LAUNDRY CLPROJECT: NEW EX.KITCHEN DECK ADDITION CATHEDRAL COUNG EX. FOR THE HALL ANTON IADIS EJC.GARAGE IX: RESIDENCE FIRST FLOOR PLAN RIE NORTH SEA DRIVE ORIENT,NEW YORK 11957 ® EXISTING DECK SCTM#1000-15-01-01 NEW DECK DRAWING TITLE: NEW DECK PLAN NOTES: THEA PLANS ARE AN MSTUENT OF Of SERRCE AND,112 III PROUTY O THE D Og SGL IS IfFRED WRITE.HARNC{NEMS TRI!BE IO_ TENT q ME LAW,CONTRACTORS SHALL VERITY ALL .JIEID W1NiIIdNS AND DIVE S SE SRRY RESINMRE FOR FIELD fit.THE �a F(tu[vuUy A$ L FOR OwSSICN DIE TO UNRIOM OR `tIN(IR(F LQmI OR NS BASED UPON COURDOS NOT p-- \ T-`„ . i !ALLY A y r A AS yJ 1 Ai RAN& -� C-1, --N- CIIE-... I R V, \�p,/�J / \.. OS 2023 PROJI NO: 1 I 144-2023 A I-lJ DK R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE f ©COPYRIGHT 2023 KER DESIGN ASSOCIATES,LLC.ALLBOOR ARE Ei UMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES.AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS.FLOOD LOADS,SNOW LOADS,WIND y PROTECTED UNDER FEDERAL COPYRIGHT LAN.PIANS NAY NOT RO C? LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A 1 _ _ WRITTEN,AUDHORIZATION ALL PLANS AND DESIGNS ARE THE A � �LU COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES E ------ --- --_ — i1FE DESIGN ASSOCIATES,LLC.THE RIGHT TO BUILD ONLY Otf STRUCTURE FRO T\v A102 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. J'YEl PLANS IS LICENSED EXCLUSIVELY TO THE BUYER,WTH OFTEN PROOF OF PURCHA 7 (+ ��" R301.1.1 ALTERNATE PROVISIONS uL):il El•Ji �I,Cc',$ i L L7F�\ AS AN ALTERNATIVE TO THE REOUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS -'^^- .�__�._.,..-,__..___. _ E USED IN CONJUNCTION WITH THESE STANDARDS.THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acc*mm Of these dranilgs does not OulhoriEe the right to build Without the authorization 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFLM) ",..I govem�g agencies,such as Suffolk County Dept.of Hedth Servkes,Town BN9dmg Deprtents,DEC,FEMA etc. Verify all conditions,codes,end requirements With such 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) agmcies prior to constuction. m KEHL-BSRCetT'ASSOCIM 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) �,� ��;...��_ •�r� f� ,�, � SURVEY OF w LOT 17 r -- �! j MAP OF w,1mwol D ii. GREEN ACRES AT ORIENT APp O tj `�U S 2023 ~� FILE No. 3540 FILED APRIL 13, 1962 S SITUATE D ORIENT N TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK I JJ 1 60ard of rri,S,,, s 1 ,�jG aAS.C. TAX No. 1000-15-01-01 Lo 1``�I % 10a$3�1 APRIL SCALE17,•2023 'A JUBE 1, 2023 ADD NON—TURF BUFFER Iva��/ za � 'S � AREA = 26,988 sq. ff. (Tc TTE UNE) 0.620 ac. O 1 _zz // °'� —la rn NOTES: _12 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM --14 EXISTING ELEVATIONS ARE SHOWN THUS:xxx Z 4 �` // s y} _ 16 EXISTING CONTOUR LINES ARE SHOWN THUS:xx————xx M - Fust FLOM GARAGE FLOOR TOP OF BULKHEAD BOTTOM OF BULKHEAD ` $ , TOP OF WAIL %O •;� y — �_/i/i/i ' 9 his 1H By — BOTIOL OF WALL SA r R Gi //. p SAF GApYil BUFF, xlu / ST 10 NON xJlts04- - .. x,A^ LOT \ \ rs a MaaD SOS' J2.D wy J \ X171 I \ O .DW DECK 161• I FFL� � •�. 2 S10AYpME '7v' rTo § 1 g : �1 ju HOUSE!t GAAAOE GJL.19.6 .x . 1�x AOC\\ 11, pe tL 0 1a a' to Ie.Y_ x1.t• •. . ,. wDOD /17 • • its ::'90ARD.OF.I kUSTEES . x ° ' "�' TOWN'OF.,S OLD . ': ' N DATE v- • •.A J • v 61 17-- xr6J ,' !163 - •-•.. •: ,•\ lu lfu `` fA. / x ISS •\ .160 / " 6g1 0�p� • �' ''. -�.� • W • g��� x-15d UNALgH0RQID ALTERATHN OR ADDITION 10 T9!&EY IS A VIOLATOR OF TLO OF 71E NEW YORK S FAIE O ETTaLAW. �? COPIES OF TOS SURVEY DODD YUP HER BEARING TRE UID SUTNEYWt•S SEAL OR A O EMBOSSED SEAL SNAIL NOT BE CONSIDERED O TO BE A VAUD TRUE COPE. CERTs ONLY TO ERM F HEREON SHATHE S RUN ONLY 7O 1HE PFASOt1 FOR YITIOY THE SURVEY `71 TnIE CO5 PREPARED.IND ON M6 BOTALF TO 111E YPANT,COVQa1YENG1 AGENCY AND NROOK nTO THE ASMINEESm THE l�WTRRANS�FERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEEIR S OF RECORD.Ir ANY,NoT SHOWN ARE NOT GUARANTEED. PREPARED m R MTLE UR EY""�'°"'USH Nathan Taft Corwin 111 STANDARDS TAR TRE SURVEYS AS 6TABI UM Br TME LULL..•AND APPROVED ANO ADOPTED TRLE Ate,.TIE HEW YOfOC STATE LAND Land Surveyor SUconsor To:St-Iey J.Lsaksen,Jr.L.S. Joseph A Ingepo LS. LOe Surveys—Sub&WaTs— Ste Plans — Construe/ion Layout PHONE(631)727-2090 Fax(631)727-1727 OFFICES L=10 AT 6 UNG ADDRESS 1586 Maio Road P.O.11mr 16 Jamespe,L New Yark 11947 Jamrsporl,New York 11947 N.Y.S.Um No. 50467 E—Mag:NCariDJOaolomn Glenn Goldsmith,President LYON; rCO Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski ? P.O.Box 1179 Liz Gillooly �A • 0� � Southold,NY 11971 Elizabeth Peeples �.W �0 Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 010 2-673 Completed in field by: z Michael A. Kimack on behalf of DIMITRIOS & IRENE ANTONIADIS requests an Administrative Permit for an as-built 10'x34' (340sq.ft.) addition to an existing "as-built" 26'x42' less a 14'x8' cutout area (1180sq.ft.) deck for a total deck area of 1520 sq. ft.; establish and perpetually maintain a 10' wide non-turf gravel buffer area landward of top of bank. Located: 3630 North Sea Drive, Southold. SCTM#: 1000-15-1-1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland cl---S,o u n d Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment ✓Administrative Emergency Pre-Submission Violation , Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 16 1 1 - Present Were: G. Goldsmith N. Kru ski E. Sepenoski L. Gillooly Peeples r n : I 1 GREEN Tol SUFF�D s sLA I OU G � ,,��.- ` .�0 ,,- 10883' I *Ad- � wr@` —aW9,10 0 Vt A, wowwa 4 0 o 1. ELEVATIONS ARE REF'EREW. . �ep,a `td EXISTING ELEVAMNS A4'-.S3 EXISTING CONTGUP LbES AZ 5 �, i byyy fifL — MRW FLOM /' [fi7�- i �.p 4FL — GYtAGE FLOOR _u eB — TOP OF MAJO-M N B x g;eNl•-//�•//" / X19 es — BOTTOM OF BULOM TOP OF LULL eW - BOTrUM OF,Mdi 0 d� /%/i i ii// 'E jiB 9d t6� eY \ 'Y• .e.s 1010 xLg . .,sem •e fit¢•i sus" �`•.., v�. x-FB.B LOT 1 �: 1-11 �-— 19.0 24d�x \ is.a �psp StFF JIQ I-. \ DECV ti x L9.4 �,8 12 FFL 20 NA O FRNff• te.. £ ae.s ,..,• g � ies 2e.o• IFFL 20 ' t HOUSE RaGAMGEE f '.�"v rvs - w.,. n•s• lzs az- •t+f te..'�m+osw wFll' •_ tea_ a,a' JLf o �t1 JU ra °t .• ...sem. / Q•. .•.\i. 0) tT' x16] • - ,-LL5lu le., — gppt culla \ ia?•�".e• 162 �a,s �t6 G.601p x,•, CP . �wni•n•�•r t .4� p f 1 • • ' ° o • (1)AntoniadisProperty ~' Taken June 5,2023 `► Looking NNE i •� i NL. , ,..may y� t �,.i•4`�-. � ,�' i�'� • ~ ' Mme.•_ ,�� ~ r.. JY il�yy > fy •. (2)Antoniadis Property ..� Taken June 5,2023 Looking SE ISLAND OL- 2D m .d Y 6 F 12 IJ osis-os, � to��,�'C'�\ ,� •: � .� '° .� _; t ., a� � OSiDax ,3 ;.^. ^ •{ + IilM1 s, n -0 � ...... ...... _ xs zl %y SCN D.2 FD 25 L.D.aO M.[).6o P.D e t at MILe-t1 icA° as,s-zo NG ;;•a. "� as esp ; .� * .� - -- ;�, a �,� 3ts'"+_ .z,ffi - - 01.09-23 4D i•• ' » '¢ LL ' � _ �_•- z F g.� $, .a.1� iJe Iza a ,.— ., -�•'" ?�,65�Y 1 5 , ,y \ 6 1 9 ° 15 Y��z1 � 3 ctt� WLNtY OF BIIFFOU( - Mp,Oa ., po,.. L �," y �>•a 9e ,�'.� 9e " "m"a-?,% --� � 1 A"'�� x s ,zs'=...� � <� z ®f„�a{a1 2 a,..s t Z `�Y 1 s� S ax,N z4J \5 mi tp .lr 1 §� IV, 1 ! '"� ` s � = �� -,,•� • J;� � -t.v,y� � a�aY aas �8.`' N �3 sa 'r s:�i.. �zs �•.<' %. w Y�r�� l 4 a a.,a � - e ss a n.'" a y.. oa N1 114 to .iMM4'1 • v • �� M' .n i � i 1� ;�i.4 • ij '+ s �, `< t »» _ xasx s _ ;^ Io 8 ,,. s$ 'tE�'-. m x '• 3 e 9 `' S a, a" i'. * ,µa 8• aha a .ti 31 i » . 1 - n. mat 1 13 ty 9 W. y • Oqp soa�c3.No s x-'.N a ss 251Mai '@£•#ssMW i ,'� a�� MPTCti UNE .Na�,cl 'S'' COUNTY OF SUFFOLK .. y Mor�cF a .. =o, lws srarclN w o — �B1p— 0 _—_zZ__—_ __ „��',�, ft.•nl k'r�F i l � 1K w �.a,eu*�«sus� M wog sov>•notn O.�rJ E — r —_— 1v� ivw wu surrou rnw3v rgxfun s„�tEo so�ryol 0 �yCOU To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 17, 2023 Re: LWRP Coastal Consistency Review for DIMITRIOS & IRENE ANTONIADIS SCTM# 1000-15-1-1 Michael A. Kimack on behalf of DIMITRIOS & IRENE ANTONIADIS requests an Administrative Permit for an as-built 10'x34' (340sq.ft.) addition to an existing "as-built" 26'x42' less a 14'x8' cutout area (1180sq.ft.) deck for a total deck area of 1520 sq. ft.; establish and perpetually maintain a 10' wide non-turf gravel buffer area landward of top of bank. Located: 3630 North Sea Drive, Orient. SCTM#: 1000-15-1-1 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 INCONSISTENT with LWRP Policy 6 therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The as-built deck is recommended as inconsistent. 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 Antoniadis Project Description Legalize "as built" addition to existing deck: 10 ft. x 34 ft= 340 SF. Legalize existing"as built" deck: 26 ft. x 42 ft less 14 ft. x 8 ft. cutout area = 1180 SF ( 1520 SF Total) Establish a 10 ft. non turf gravel buffer landward of top of bank UN _ 8 � U 2023 jSeuito!d iurtn board of Trusfaes A Glenn Goldsmith,President ®F SO(/,� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ,`�� ®�® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application _Administrative Permit Amendment/Transfer/Extension Received Application: 6•6--23 Received Fee: $ QR#0 dJ—&AJW Completed Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: �ordination:(date sent): ✓LWRP Consistency Assessment Form Sent: D _ 1 CAC Referral Sent: Date of Inspection: JUN — 5 223 Receipt of CAC Report: Technical Review: Public Hearing Held: • /q4 soutrcTovari Resolution: Board of Trustees Owner(s) Legal Name of Property (as shown on Deed): /`!lTl&F `1?ArA/Z 4A/Tt3/V/A3b/S J Mailing Address: . 300 Al 'r�•4 10 '005F CR145W 2r N Phone Number: Suffolk County Tax Map Number: 1000 - Property Location: 9 6% o Al EEA PRly.� (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): HI C'YA6Z A u 1/y14 CAL' Mailing Address: o 13 ox 1/SQ 7 S o PrA Dw /l.y 9F® Phone Number: ,6-,/6 6r8-- 16 8 07 Email: I-1K1HAC&Z @ VAMe-aA& Aek Board of Trustees Applic-_ _..on GENERAL DATA Land Area (in square feet): Area Zoning: Previous use of property: ONS X4"12 y Intended use of property: AeEf'/ SSIVZ .S?L 6414 A5AIVL V 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? XYes 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.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date r7vrrz-z 449 7 4/Z-lq5� Z.R.4 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): �G.�L1ZE �1' l/LL7- E2CA&MV !o AT MON MRA rVRAy,E1- od LA=ZE /�MP WJ4,09 Qk nae- , Board of Trustees Applic Lon WETLAND/TRUSTEE LANDS APPLICATION DATA `i Purpose of the proposed operations: ,4/2/0/721 6& Z:i� Ems'IM-19V& A0501--4 Area of wetlands on lot: Q square feet Percent coverage of lot: Q % Closest distance between nearest existing structure and upland edge of wetlands: WO feet ff_ Closest distance between nearest proposed structure and upland edge of wetlands: QD feet Does the project involve excavation or filling? X No Yes If yes, how much material will be excavated? 4-cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: 2 �� f -- Proposed slope throughout the area of operations: 9/Z/A V495LY SLA r Manner in which material will be removed or deposited: E L 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): Al GtiAE 6R NZ90 Al 61Z20 Appendix B Short Environmental Assessment Form Instructions for Completing 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 I 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 I -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): Brief Description of Proposed Action: TO �7 Nam e' 6,P4YCG VVAF,&R L,4NPa_V RAP 41L T'Q)p OV: CV, 4 t - -?46 -PF Name of Applicant or Sponsor: Telephone: Address: �. H ox 40 417' City/PO: State: Zip Code: 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. 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? 62 acres b.Total acreage to be physically disturbed? /�_ Z acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? D, 6, acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ 0 ❑ 6. Is the proposed action consistent with the predominant character.of the existing built or natural NO YES landscape? ❑ CZ 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: 5Z] ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES M ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ 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: —01 LM El 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: QVA ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? " ❑ b.Is the proposed action located in an archeological sensitive area? ❑ 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? J ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. ntify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Id 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? " ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES 1f Yes, A ❑ a.Will storm water discharges flow to adjacent properties? ❑NO DYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO DYES 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: VN 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: N ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: F\71 F-1 I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Date: 00120-023 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 El ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ F-1- 3. 3. W ill the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El El existing infrastructure for mass transit,biking or walkway? 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: ❑ ❑ 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, ❑ ❑ architectural or aesthetic resources? 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 1:11 F] 11. Will the proposed action create a hazard to environmental resources or human health? ❑ Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 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. ❑ 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 Date 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 Trustees Appli kion AFFIDAVIT D_/y/1IFIOS ',e/RZNW e� AAQ-V /1AP1 S 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 WORK 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 of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS GST DAY OF ,Th�fl� , 2023 X6Me Notary Public MICHAEL A. KIMACK Notary Public,State of New York No. 02KI5056823 Qualified in Nassau County Commission Expires March 11,2026 Board of Trustees Applin ion AUTHORIZATION (Where the applicant is not the owner) owners of the property identified as SCTM# 1000- / /— in the town of Z7aPl,FW7-- New York, hereby authorizes 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. ///�Z1, roperty Owner's Signature Property Owner's Signature D/Hl Ti 7105 4A/r0N1AD/S /,r. .,M- 4 AN7ViV14 D/S SWORN TO BEFORE ME THIS J ` DAY OF ,�"(�iy� , 20 23 Notary Public MICHAELA.KIMACK Notary Public,State of New York No.02KI5056823 Qualified in Nassau County Commission Expire$March 11,2026 APPLICANT/AGENT/REPRESENTA TIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The,purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: _ ,4NMA1/,/01$ (Lastna 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 Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other', name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"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 officer or employee owns more than 5%of the shares. YES NO 2 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 of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)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 Z� ay of 2087 Signature Print Name ' /A h/ Form TS 1 ` APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: 4W7T V!,4!0/-s Pl"ITiQ/OS (Last name,first name,griddle 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 (IfOther".name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest.`Business interest"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 officer or employee owns more than 5%of the shares. YES _ _._ NO _X If you answered"YES",complete the balance of this firm 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 of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)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 2 day of 20,$ Signature Print Name Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide Information which can alert the town of possible conflicts of interegt and allow it to take whatever action is necessary to avoid same. YOUR NAME: C16 (Last name,first name,giiddle 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"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship.with any officer or employee of the Town of Southold? "Relationship"includes by blood,njarriage,or business interest."Business interest"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 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 br 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 of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)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 �;Idayof jr 20pZ;? Signature Q Print Name L G ' Form TS l f Town of Southold LWRP 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 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 sib 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# PROJECT NAME^ ,�Al rLI AIIA p/s 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 transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval, license,certification: Nature and extent of action: G 14 P Location of action: e?6,6D ai o97-N -n5-4 ARZ 1/O. ORZZ11 T Site acreage: 0, 442 Present land use: EME P,r/1/774 L Present zoning classification: L� Q 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: APIRI7"� lar e 1R?5N. f-1/!/TOi!!/Af�ls (b) Mailing address: O Al „��� .Q-R/VE , (79JAE l/l_�• y f/ ,?f � (c) Telephone number: Area Code ( ) (d) Application number, if any: N 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. ❑Yes ❑ No 2 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 Rio cY 2 NIA ro A ePl- cWa Al 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 P6ZI cy �v X1`"0 A R,&Z CA TZ o 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 ® Not Applicable E041/ C% 4 NIA. - - ,.�1 ?/ /CA 7`�'DN /1/D 7" /N A t/ t'LOpDPLA/N 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 RINot Applicable FDL/c�/ AA 7`6 A /IG/c,M 7` aAV 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. ❑ ❑ 9 Yes No Not Applicable 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. ❑ Yes ❑ No 0 Not Applicable PDL/ CY 7 YIA 7-O PPL 7-/6V 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 ❑ No VFV'- I Not Applicable P041 C Y 6 ti2A 77) CA rl-6W 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. n 1:1YesF 1 No 0 Not Applicable ouCY 9 A//.4 n2 4eWCAT/DV 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 0 Not Applicable P611 CY 10 A11A rD A PPU C TMV 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 X1 Not Applicable P6 LI C'Y 11 ti A 7-0 46—PGI CA VW 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 W Not Applicable a; A& ZA AJPX oN )OPM927Y O2 a-)Zr�,rry o� � 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 F-1No A Not Applicable F041 Cy i-FAIr-O A& Il AZZ OA2 PREPARED BY H.4. OMA ric TITLE DATE,6J4/,ZJ